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HomeMy WebLinkAboutRoll FilesF O_ N w 0 N N 2 C U iw c Q U / 0 N z ; E U cI a 0 N 0 ro w 0 I r� V z 0 / -. U E W N C' _v U O N (n Q U 0 O E O S I T N E Y O T 0 O t 3 C' U 0 0 U) N a 0 C 0 T E Y 0 a v C, 0 E V 0 .p N O C, 0 E 3 E U uLO Ca 1� O '0 is 0 n I� � C �0 y v v 0_ W I� U 3 0 U C 0 0 0 a a U U a s `o T 0 -v E C N N U 0 U) 0 v C E v 0 CF a� r 0 a U) 0 a E 0 a Iv U 0 0 U O L �3 0 L o E C aEi o a N 0 PROJECT TEAM TENANT GMRI, INC 1000 DARDEN CENTER DRIVE ORLANDO, FL 32837 TEL. (407) 245-5935 FAX: (407) 342--6781 CONTACT: JACK DEGAGNE ARCHITECT DESCRIPTION TRG ARCHITECTS PLAN REVIEW COMMENTS 239 SOUTHLAND DRIVE, SUITE C LEXINGTON, KY 40503 TEL: (859) 276-2006 1 FAX: (859) 276-2901 CONTACT: DOUG EDWARDS GEOTECHNICAL PSI, INC. 5362 WEST 78TH STREET INDIANAPOLIS, IN 46268 TEL: (317) 876-7723 SITE DEVELOP CIVIL ENGINEER/LANDSCAPE KIMLEY—HORN AND ASSOCIATES, INC. 205 WEST WACKER DR., STE 2125 CHICAGO, ILLINOIS 60606-1418 TEL: (312) 726-9445 FAX: (312) 726-9449 CONTACT: JUSTIN MULLER SURVEYOR AMERICAN STRUCTUREPOINT INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256-3957 TEL: (317) 547-5580 FAX: (317) 543-0270 UTILITY AND GOVERNING AGENCIES CONTACT LIST PLANNING/ZONING DEPARTMENT CITY OF CARMEL PLANNING AND ONE CIVIC SQUARE CARMEL, IN 46032 TEL: (317) 571-2417 CONTACT: ANGIE CONN BUILDING DEPARTMENT CITY OF CARMEL BUILDING ONE CIVIC SQUARE CARMEL, IN 46032 TEL: (317) 571-2444 CONTACT: JIM BLANCHARD STORM SEWER ZONING CITY OF CARMEL ENGINEERING ONE CIVIC SQUARE CARMEL, IN 46032 TEL: (317) 571-2441 CONTACT: JOHN THOMAS DEPARTMENT POWER COMPANY DEPARTMENT IP & L TEL: (317) 261-5277 CONTACT: NORM SCHOPPENHORST FIRE MARSHALL_ CITY OF CARMEL FIRE DEPARTMENT 2 CIVIC SQUARE CARMEL, IN 46032 TEL: (317) 571-2600 CONTACT: CHRIS ELLISON (MARSHALL) TRAFFIC/ACCESS CITY OF CARMEL ENGINEERING DEPARTMENT ONE CIVIC SQUARE CARMEL, IN 46032 TEL: (317) 571-2441 CONTACT: GARY DUNCAN SANITARY SEWER CLAY TOWNSHIP REGIONAL WASTE DISTRICT 10701 NORTH COLLEGE AVENUE, SUITE A INDIANAPOLIS, IN 46280 TEL: (317) 844-9200 CONTACT: RYAN HARTMAN WATER CARMEL WATER UTILITIES 3450 WEST 131ST STREET CARMEL, IN 46074 TEL: (317) 733-2855 CONTACT: STEVE COOK NATURAL GAS COMPANY VECTREN ENERGY 16000 ALLISONVILLE ROAD NOBLESVILLE, IN 46060 TEL: (317) 776-5532 CONTACT: JOANIE CLARK TELEPHONE COMPANY AT&T TEL: (317) 252-4275 CONTACT: STEVE KREBS CABLE COMPANY BRIGHTHOUSE COMMUNICATIONS EMAIL: MARY.SEEDORS@MYBRIGHTHOUSE.COM CONTACT: MARY SEEDORS HEALTH DEPARTMENT HAMILTON COUNTY HEALTH DEPARTMENT 18030 FOUNDATION DRIVE, SUITE A NOBLESVILLE, IN 46060 TEL: (317) 776-8500 CONTACT: LARRY BEARD BENCHMARK INFORMATION (NAVD 88) HELD OPUS SOLUTION 12-58320470 FOR BASE #800 FOR ISP EAST COORDS, BROUGHT TO GROUND AND TRUNCATED AT BASE #800. OPUS WAS USED FOR BASE #800 ELEV-894.12 ASI TBM #30 CUT "X" ON SE BOLT OF TRAFFIC POLE AT NW CORNER OF US 421 AND RETAIL PARKWAY ELEV — 892.94 ASI TBM #31 RR SPIKE IN EAST SIDE UTILITY POLE #2-128—B, WEST SIDE OF US 421 AND NORTH OF NORTH ENTRANCE OF RCI ACCESS ROAD. ELEV — 891.03 *CONTRACTOR TO VERIFY BENCHMARK INFORMATION PRIOR TO CONSTRUCTION. ITALIAN RESTAURANT 10206 N. MICHI CITY OF CARMEL HAMILTON COUNTY, INDIANA PROJECT SITE VICINITY MAP 1 NOT TO SCALE INDEX OF SHEETS SHEETNO. DESCRIPTION REVISION PLAN REVIEW COMMENTS � V PLAN REVIEW COMMENTS C1.1 CIVIL COVER SHEET T 1 Kimley-Horn C1.3 GENERAL NOTES C D O 110 L � C2.2 SWPPP FOR CONSTRUCTION 1 C2.3 SWPPP POST CONSTRUCTION C2.4 EROSION CONTROL DETAILS I C3,1 SITE / DIMENSION CONTROL PLAN zL AA C4.1 PAVING AND STRIPING PLAN C4.2 GRADING PLAN ZL C4.3 I DRAINAGE PLAN � C4.4 STORM SEWER PLAN i C4.5 STORM PROFILES AND CROSS SECTIONS C5.1 UTILITY PLAN I 1 `. C6.2 CONSTRUCTION DETAILS (SHEET 2 OF 4) Li C6.3 CONSTRUCTION DETAILS (SHEET 3 OF 4) LN//X C6.4 CONSTRUCTION DETF ILS (SHEET 4 OF 4) l A C8.1 GEOTECHNICAL REPORT (SHEET 1 OF 2) C8.2 GEOTECHNICAL REPORT (SHEET 2 OF 2) TECHNICAL SPECIFICATIONS ( CS1 CIVIL SPECIFICATIONS (SHEET 1 OF 7) CS2 CS3 CIVIL SPECIFICATIONS (SHEET 2 OF 7) CIVIL SPECIFICATIONS (SHEET 3 OF 7) CS4 CIVIL SPECIFICATIONS (SHEET 4 OF 7) CS5 CIVIL SPECIFICATIONS (SHEET 5 OF 7) CS6 CIVIL SPECIFICATIONS (SHEET 6 OF 7) CS7 CIVIL SPECIFICATIONS (SHEET 7 OF 7) PLAN REVISION LOG NO. DATE DESCRIPTION 1 06-29-12 PLAN REVIEW COMMENTS 2 08-17-12 PLAN REVIEW COMMENTS 3 09-20-1? BUILDING CHANGES Kimley-Horn Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 .•�� .��N M : MUS y, ,. e F� = No. 11011 E F � tiO I A tA_ �� 0 `. Signature: 09-24-12 I . Z Q ( •� Q H W Q J Q I` _ I I i II I I Issue Date: 5/21 /1 REVISION INFORMATION 1 06-29-2012 PLAN REVIEW COMMENTS 2 08-17-2012 PLAN REVIEW COMMENTS 3 09-20-2012 BUILDING CHANGES Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING CIVIL COVER SHEET C1.1 GENERAL NOTES 1. IF IT WALL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. AL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. 2. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 3. ALL ROADWAY CONSTRUCTION SHALL CONFORM TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) HIGHWAY STANDARDS AND IN ACCORDANCE WITH THE LATEST EDITION OF THE SPECIFICATIONS Q FOR CONSTRUCTION IN THE CITY OF CARMEL, IN CASE OF CONFLICT, THE MORE STRINGENT CODE SHALL TAKE PRECEDENCE. 0 4. ALL SANITARY SEWER, AND WATER MAIN CONSTRUCTION SHALL CONFORM TO THE INDIANA DEPARTMENT oOF ENVIRONMENTAL MANAGEMENT (IDEM) REGULATIONS, STANDARDS FOR WATER AND SEWER MAIN cn CONSTRUCTION IN INDIANA, AND IN ACCORDANCE WITH THE SPECIFICATIONS FOR CONSTRUCTION IN THE Q. CITY OF CARMEL, UNLESS OTHERWISE NOTED ON THE PLANS. 0 5. STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS, AND RECURRING SPECIAL PROVISIONS, C CONSTRUCTION PLANS, AND SUBSEQUENT DETAILS ARE ALL TO BE CONSIDERED AS PART OF THE V THIS WORK MAY NOT BE AR_ TO COMPLETE INCIDENTAL OR ACCESSORIES NECESS a CO NTRACT. C DENTAL ITEMS = SPECIFICALLY NOTED, BUT ARE CONSIDERED A PART OF THIS CONTRACT. T 0 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR H:%VING THE UTILITY COMPANIES LOCATE THEIR FACILITIES IN THE FIELD PRIOR TO CONSTRUCTION AND SHALL ALSO BE RESPONSIBLE FOR THE Y MAINTENANCE AND PRESERVATION OF THESE FACILITIES. THE ENGINEER DOES NOT WARRANT THE ° LOCATION OF ANY EXISTING UTILITIES SHOWN ON THE PLAN. THE CONTRACTOR SHALL CALL INDIANA 811 (1-800-382-5544) AND THE CITY OF CARMEL FOR UTILITY LOCATIONS. 0 7. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE NATURE AND STATUS OF ALL UTILITY = RELOCATION WORK PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THAT CONSTRUCTION OPERATIONS DO NOT INTERFERE WITH r UTILITY FACILITI-S AND RELOCATION WORK. THE SCHEDULE SHOULD REFLECT CONSTRUCTION •- SEQUENCING THAT COORDINATES WITH ALL UTILITY RELOCATION WORK. THE CONTRACTOR SHALL BE 3. REQUIRED TO ADJUST THE ORDER OF ITS REVISED SCHEDULE(S) IN COMPLIANCE THEREWITH AS -0 DIRECTED BY THE OWNER. THE OWNER AND ENGINEER SHALL BE NOTIFIED IN WRITING BY THE CONTRACTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY OPERATION REQUIRING COOPERATION r WITH OTHERS. THE UTILITY COMPANIES HAVE BEEN CONTACTED IN REGARD TO UTILITIES THEY OWN AND "' OPERATE WITHIN THE LIMITS FOR THIS PROJECT. KNOWN DATA FROM THESE AGENCIES HAS BEEN 6INCORPORATED INTO THE PLANS. IT IS, HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM OR ESTABLISH THE EXISTING OF ALL UTILITY FACILITIES AND THEIR EXACT LOCATIONS, WHETHER CONTAINED a IN THE DATA SUBMITTED BY THESE AGENCIES OR NOT, AND TO SAFELY SCHEDULE ALL UTILITY .) RELOCATIONS. FOR ADDITIONAL INFORMATION, THE AGENCIES LISTED ON THE TITLE SHEET MAY BE CONTACTED. N 8. NO CONSTRUCTION PLANS SHALL BE USED FOR CONSTRUCTION UNLESS SPECIFICALLY MARKED "FOR Q w CONSTRUCTION PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL � DIMENSIONS AND CONDITIONS AFFECTING THE WORK WITH THE ACTUAL CONDITIONS AT THE JOB SITE. IN ° ADDITION, THE CONTRACTOR MUST VERIFY THE SURVEYOR'S LINE AND GRADE STAKES. IF THERE ARE E ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION PLANS, HE MUST IMMEDIATELY = REPORT THEM TO THE SURVEYOR OR ENGINEER BEFORE DOING ANY WORK. OTHERWSE, THE i CONTRACTOR ASSUMES FULL RESPONSIBILITY. IN THE EVENT OF DISAGREEMENT BETWEEN THE q) CONSTRUCTION PLANS, SPECIFICATIONS, AND/OR SPECIAL DETAILS, THE CONTRACTOR SHALL SECURE E WRITTEN INSTRUCTION FROM THE ENGINEER PRIOR TO PROCEEDING WITH ANY PART OF THE WORK Y AFFECTED BY OMISSIONS OR DISCREPANCIES. FAILING TO SECURE SUCH INSTRUCTION, THE CONTRACTOR r WILL BE CONSIDERED TO HAVE PROCEEDED AT HIS OWN RISK AND EXPENSE. IN THE EVENT OF ANY - DOUBT OR QUESTIONS ARISING WITH RESPECT TO THE TRUE MEANING OF THE CONSTRUCTION PLANS C OR SPECIFICATIONS, THE DECISION OF THE ENGINEER SHALL BE FINAL AND CONCLUSIVE. 2 U. NOTIFICATION OF COMMENCING CONSTRUCTION: o 9.1. THE CONTRACTOR SHALL NOTIFY AFFECfiED GOVERNMENTAL AGENCIES IN WRITING AT LEAST THREE -0 FULL WORKING DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. IN ADDITION, THE CONTRACTOR oSHALL NOTIFY, AS NECESSARY, ALL TESTING AGENCIES, THE CITY OF CARMEL, AND THE OWNER C SUFFICIENTLY IN ADVANCE OF CONSTRUCTION. N 9.2. FAILURE OF THE CONTRACTOR TO ALLOW PROPER NOTIFICATION TIME WHICH RESULTS IN THE TESTING COMPANIES TO BE UNABLE TO VISIT THE SITE AND PERFORM TESTING WILL CAUSE THE CONTRACTOR TO SUSPEND THE OPERATION TO BE TESTED UNTIL THE TESTING AGENCY CAN o SCHEDULE TESTING OPERATIONS. COST OF SUSPENSION OF WORK SHALL BE BORNE BY THE CONTRACTOR. 10. ALL CONTRACTORS SHALL KEEP ACCESS AVAILABLE AT ALL TIMES FOR ALL EMERGENCY TRAFFIC, AS 3. DIRECTED BY THE CITY. 11. ALL PROPOSED GRADES SHOWN ON PLANS ARE FINISHED SURFACE ELEVATIONS, UNLESS NOTED OTHERWISE. 3 -� 12. THE CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION STAKES UNTIL THEY ARE NO LONGER NEEDED. a ANY STAKES DESTROYED OR DISTURBED BY THE CONTRACTOR PRIOR TO THEIR USE SHALL BE RESET E BY THE SURVEYOR AT THE CONTRACTOR'S EXPENSE. -°0 13. ALL FRAMES AND LIDS FOR STORM AND SANITARY SEWERS, VALVE VAULT COVERS, FIRE HYDRANTS, N AND B -BOXES ARE TO BE ADJUSTED TO MEET FINISHED GRADE. THIS ADJUSTMENT IS TO BE MADE BY iETHE SEWER AND WATER CONTRACTOR, AND THE COST IS TO BE CONSIDERED INCIDENTAL THESE C ADJUSTMENTS TO FINISHED GRADE WILL NOT ALLEVIATE THE CONTRACTOR FROM ANY ADDITIONAL ° ADJUSTMENTS AS REQUIRED BY THE CITY UPON FINAL INSPECTION OF THE PROJECT. FINAL GRADES 4) MAY BE DETERMINED BY THE CITY AND MAY VARY FROM PLAN GRADE. N C N q 14. ANY EXISTING SIGNS, LIGHT STANDARDS, AND UTILITY POLES THAT INTERFERE WITH CONSTRUCTION a �' OPERATIONS AND ARE NOT NOTED ON THE PLANS FOR DISPOSAL SHALL BE REMOVED AND RESET BY C a THE CONTRACTOR AT HIS OWN EXPENSE, AS DIRECTED BY THE ENGINEER. ANY DAMAGE TO THESE :�:o ITEMS SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AS HIS OWN EXPENSE TO THE Q) a SATISFACTION OF THE OWNER. ANY SIGNS NOT REQUIRED TO BE RESET SHALL BE DELIVERED TO THE (f) E RESPECTIVE OWNERS. Q) - 15. REMOVAL OF SPECIFIED ITEMS, INCLUDING BUT NOT LIMITED TO, PAVEMENT, SIDEWALK, CURB, CURB ., ° AND, GUTTER, CULVERTS, ETC., SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR AT THE s' o CONTRACTOR'S OWN EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR ANY PERMITS REQUIRED FOR Q) SUCH DISPOSAL E fy'- 16. ANY FIELD TILES ENCOUNTERED SHALL BE INSPECTED BY THE ENGINEER. THE DRAIN TILE SHALL BE a CONNECTED TO THE STORM SEWER SYSTEM AND A RECORD KEPT BY THE CONTRACTOR OF THE (D a LOCATIONS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. THE COST OF 6 THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT, AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. W 17. BEFORE ACCEPTANCE, ALL WORK SHALL BE INSPECTED BY THE CITY OF CARMEL, AS NECESSARY. '� 3 O t- 18. EASEMENTS FOR THE EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE, AND UTILITIES WITHIN PUBLIC cv -, RIGHT-OF-WAYS ARE SHOWN ON THE PLANS ACCORDING TO AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THESE UTILITY LINES AND 111EIR 3 PROTECTION FROM DAMAGE DUE TO CONSTRUCTION OPERATIONS. IF EXISTING UTILITY LINES OF ANY N NATURE ARE ENCOUNTERED MICH CONFLICT WITH LOCATIONS OF THE NEW CONSTRUCTION, THE U, ° CONTRACTOR SHALL NOTIFY THE ENGINEER SO THAT THE CONFLICT MAY BE RESOLVED. :3 - Q a 19. THE CONTRACTORS SHALL PLAN THEIR WORK BASED ON THEIR OWN BORINGS, EXPLORATIONS, AND U OBSERVATIONS TO DETERMINE SOIL CONDITIONS AT THE LOCATION OF THE PROPOSED WORK. C n 20. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SAFETY ON THE JOB PER OSHA REGULATIONS. U o 21. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROVIDE PROPER BARRICADING, WARNING I DEVICES, AND THE SAFE MANAGEMENT OF TRAFFIC WITHIN THE AREA OF CONSTRUCTION. ALL SUCH c DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL Q, U DEVICES FOR STREET AND HIGHWAYS, LATEST EDITION, AND IN ACCORDANCE WITH CITY OF CARMEL 3 IF- - ORDINANCES. N Z U 22. THE CONTRACTOR SHALL COLLECT AND REMOVE ALL CONSTRUCTION DEBRIS, EXCESS MATERIALS, C , TRASH, OIL AND GREASE RESIDUE, MACHINERY, TOOLS, AND OTHER MISCELLANEOUS ITEMS WHICH WERE U ., NOT PRESENT PRIOR TO PROJECT COMMENCEMENT AT NO ADDITIONAL EXPENSE TO THE OWNER. THE L CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY AND ALL PERMITS NECESSARY FOR THE n °HAULING AND DISPOSAL REQUIRED FOR CLEANUP, AS DIRECTED BY THE ENGINEER OR OWNER. BURNING T ON THE SITE IS NOT PERMITTED. U ,E 0 I -0 23. NO UNDERGROUND WORK SHALL BE COVERED UNTIL IT HAS BEEN APPROVED BY THE CITY OF CARMEL I'ia) APPROVAL TO PROCEED MUST BE OBTAINED FROM THE CITY OF CARMEL PRIOR TO INSTALLING O � PAVEMENT BASE, BINDER, AND SURFACE, AND PRIOR TO POURING ANY CONCRETE AFTER FORMS HAVE j BEEN SET, AS NECESSARY. o •N 24. ALL EXISTING UTILITIES OR IMPROVEMENTS, INCLUDING WALKS, CURBS, PAVEMENT, AND PARKWAYS o DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE PROMPTLY RESTORED TO THEIR RESPECTIVE U .0 ORIGINAL CONDITION. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT UNLESS A PAY N ITEM IS LISTED ON THE BID LIST. 0 25. AT THE CLOSE OF EACH WORKING DAY AND AT THE CONCLUSION OF CONSTRUCTION OPERATIONS, ALL Q) - DRAINAGE STRUCTURES AND FLOW LINES SHALL BE FREE FROM DIRT AND DEBRIS. Q C N E 26. TREES NOT MARKED FOR REMOVAL SHALL BE CONSIDERED AS DESIGNATED TO BE SAVED AND SHALL BE PROTECTED, AS PER CITY OF CARMEL STANDARDS. zU) -I 27. LIMB PRUNING SHALL BE PERFORMED UNDER THE SUPERVISION OF AN APPROVED LANDSCAPE o ARCHITECT, FORESTER, OR ARBORIST AND SHALL BE UNDERTAKEN IN A TIMELY FASHION SO AS NOT TO INTERFERE WITH CONSTRUCTION. ALL LIMBS, BRANCHES, AND OTHER DEBRIS RESULTING FROM THIS E a WORK SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR AT HIS OWN EXPENSE. ALL CUTS OVER a E ONE (1) INCH IN DIAMETER SHALL BE PAINTED WITH AN APPROVED TREE PAINT. U z I r 28. WHERE SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER, EXISTING DRAINAGE STRUCTURES AND C:PIPE SHALL BE CLEANED OF DEBRIS AND PATCHED AS NECESSARY TO ASSURE INTEGRITY OF THE 0 STRUCTURE. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE MERGED INTO THE �_ C CONTRACT UNIT PRICE EACH FOR STRUCTURES AND CONTRACT UNIT PRICE PER LINEAL FOOT FOR a STORM SEWERS, WHICH SHALL BE PAYMENT IN FULL FOR CLEANING, PATCHING, REMOVAL, AND I a DISPOSAL OF DEBRIS AND DIRT. DRAINAGE STRUCTURES AND STORM SEWERS CONSTRUCTED AS PART OF THIS PROJECT SHALL BE MAINTAINED BY THE CONTRACTOR AT HIS EXPENSE. NO EXTRA PAYMENT �2 WILL BE MADE FOR CLEANING STRUCTURES OR STORM SEWERS CONSTRUCTED AS PART OF THIS ° PROJECT. Q) v �0-29. HYDRANTS SHALL NOT BE FLUSHED DIRECTLY ONTO THE ROAD SUBGRADES. WHENEVER POSSIBLE, c9 o HOSES SHALL BE USED TO DIRECT THE WATER INTO LOT AREAS OR THE STORM SEWER SYSTEM, IF AVAILABLE DAMAGE TO THE ROAD SUBGRADE OR LOT GRADING DUE TO EXCESSIVE WATER SATURATION / 4 AND/OR EROSION FROM HYDRANT FLUSHING, OR FROM LEAKS IN THE WATER DISTRIBUTION SYSTEM, 0) WILL BE REPAIRED BY THE CONTRACTOR FLUSHING OR USING THE HYDRANT AT HIS OWN EXPENSE. � o LEAKS IN THE WATER DISTRIBUTION SYSTEM SHALL BE THE RESPONSIBILITY OF THE WATER MAIN U CONTRACTOR AND SHALL BE REPAIRED AT HIS EXPENSE. CSI :�i 30. AFTER THE STORM SEWER SYSTEM HAS BEEN CONSTRUCTED, THE CONTRACTOR SHALL PLACE EROSION z -, CONTROL AT LOCATIONS INDICATED BY THE ENGINEER. THE PURPOSE OF THE EROSION CONTROL WILL 3:: BE TO MINIMIZE THE AMOUNT OF SILTATION THAT NORMALLY WOULD ENTER THE STORM SEWER SYSTEM FROM ADJACENT AND/OR UPSTREAM DRAINAGE AREAS. Y s 31. IF SOFT, SPONGY, OR OTHER UNSUITABLE SOILS WITH UNCONFINED COMPRESSIVE STRENGTH LESS THAN 0 0.5 TSF ARE ENCOUNTERED AT THE BOTTOM OF THE TRENCH, ALL SUCH MATERIAL SHALL BE REMOVED AND REPLACED WITH WELL -COMPACTED, CRUSHED LIMESTONE BEDDING MATERIAL IF ROCK IS E ENCOUNTERED, IT SHALL BE REMOVED TO AT LEAST SIX (6) INCHES BELOW THE BOTTOM OF THE PIPE C a TO ALLOW PROPER THICKNESS OF BEDDING. ANY UNDERCUTS OF TWO (2) FEET OR LESS SHALL BE E CONSIDERED INCIDENTAL TO THE CONTRACT. DEPTHS GREATER THAN TWO (2) FEET SHALL BE C01 00 SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO PROCEEDING. '3 -0 a � -C C) I �- 31. THE TRENCHES FOR PIPE INSTALLATION SHALL BE KEPT DRY AT ALL TIMES DURING PIPE PLACEMENT. APPROPRIATE FACILITIES TO MAINTAIN THE DRY TRENCH SHALL BE PROVIDED BY THE CONTRACTOR, AND THE COST OF SUCH SHALL BE INCIDENTAL TO THE UNIT PRICE BID FOR THE ITEM. PLANS FOR THE SITE DEWATERING, IF EMPLOYED, SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR DEWATERING DURING CONSTRUCTION UNLESS APPROVED IN WRITING BY THE OWNER. 32. EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH IDEM REGULATIONS AND INDOT STANDARDS FOR SOIL EROSION AND SEDIMENTATION CONTROL AND SHALL BE MAINTAINED BY THE CONTRACTOR AND REMAIN IN PLACE UNTIL A SUITABLE GROWTH OF GRASS, ACCEPTABLE TO THE ENGINEER, HAS DEVELOPED. 33. WHEN REQUIRED, THE CONTRACTOR SHALL PREPARE RECORD DRAWINGS AND MAKE THE NECESSARY SUBMITTALS TO THE CITY OF CARMEL SAID PLANS SHALL INDICATE THE FINAL LOCATION AND LAYOUT OF ALL IMPROVEMENTS, INCLUDING VERIFICATION OF ALL CONCRETE PADS, INVERT, RIM, AND SPOT GRADE ELEVATIONS, AND INCORPORATE ALL FIELD DESIGN CHANGES APPROVED BY THE OWNER. 34. THE CONTRACTOR SHALL PHOTOGRAPH THE WORK AREA PRIOR TO CONSTRUCTION FOR THE PURPOSE OF DOCUMENTING EXISTING CONDITIONS. 35. ALL TESTING SHALL BE THE RESPONSIBILITY AND EXPENSE OF THE CONTRACTOR. IF REQUESTED BY THE CITY OR ENGINEER, COPIES OF ALL TEST RESULTS SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW AND A PPROVAL 36. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL ITEMS REQUIRED FOR CONSTRUCTION OF THE PROJECT, AS SHOWN ON THE PLANS, ARE INCLUDED IN THE CONTRACT. ANY ITEM NOT SPECIFICALLY INCLUDED IN THE CONTRACT, BUT SHOWN ON THE PLANS, SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IN THE EVENT OF A DISCREPANCY WITH THE PLANS AND QUANTITIES. 37. TRENCH BACKFILL WALL BE REQUIRED TO THE FULL DEPTH ABOVE SEWERS AND WATERMAIN WITHIN FIVE (5) FEET OF PROPOSED OR EXISTING PAVEMENT. 38. THE PAVEMENT SHALL BE KEPT FREE OF MUD AND DEBRIS AT ALL TIMES. IT MAY BE NECESSARY TO KEEP A SWEEPER ON-SITE AT ALL TIMES. 39. CONSTRUCTION MATERIALS AND/OR EQUIPMENT MAY NOT BE STORED IN THE RIGHT-OF-WAY, AS DIRECTED BY THE OWNER. 40. ALL DISTURBED AREAS OF THE RIGHT-OF-WAY SHALL BE FULLY RESTORED TO PRE -CONSTRUCTION CONDITIONS WITH A MINIMUM OF SIX (6) INCHES OF TOPSOIL, SEEDING, AND MULCH AS PER INDOT STANDARDS. PAVING NOTES 1. GENERAL 1.1. PAVING WORK INCLUDES FINAL SUBGRADE SHAPING, PREPARATION, AND COMPACTION; PLACEMENT OF SUBBASE OR BASE COURSE MATERIALS; BITUMINOUS BINDER AND/OR SURFACE COURSES; FORMING, FINISHING, AND CURING CONCRETE PAVEMENT, CURBS, AND WALKS; AND FINAL CLEAN-UP AND ALL RELATED WORK. 1.2. COMPACTION REQUIREMENTS [REFERENCE ASTM D- - 1557 (MODIFIED PROCTOR)l SUBGRADE 93% SUBBASE = 93X; AGGREGATE BASE COURSE = 957; BITUMINOUS COURSES = 95X OF MAXIMUM DENSITY, PER INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) HIGHWAY STANDARDS. 1.3. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROVIDE PROPER BARRICADING WARNING DEVICES, AND THE SAFE MANAGEMENT OF TRAFFIC WITHIN THE AREA OF CONSTRUCTION. ALL SUCH DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, AND IN ACCORDANCE WITH THE CITY OF CARMEL CODE. 2. SUBGRADE PREPARATION SUBGRADE SHA WITHIN 0.1 FOOT PLUS OR 2.1. EARTHWORK FOR PROPOSED PAVEMENT SU LL BE FINISHED TO MINUS, OF PLAN ELEVATION. THE CONTRACTOR SHALL SATISFY HIMSELF THAT THE SUBGRADE HAS BEEN PROPERLY PREPARED AND THAT THE FINISH TOP SUBGRADE ELEVATION HAS BEEN GRADED WITHIN TOLERANCES ALLOWED IN THESE SPECIFICATIONS, UNLESS THE CONTRACTOR ADVISES THE ENGINEER IN WRITING PRIOR TO FINE GRADING FOR BASE COURSE CONSTRUCTION. IT IS UNDERSTOOD THAT HE HAS APPROVED AND ACCEPTS THE RESPONSIBILITY FOR THE SUBGRADE. 2.2. PRIOR TO THE PLACEMENT OF THE BASE COURSE, THE SUBGRADE MUST BE PROOF -ROLLED AND INSPECTED FOR UNSUITABLE MATERIALS AND/OR EXCESSIVE MOVEMENT. IF UNSUITABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE CORRECTED. THIS MAY INCLUDE ONE OR MORE OF THE FOLLOWING METHODS: 2.2.1. SCARIFY, DISC, AND AERATE. 2.2.2. REMOVE AND REPLACE WITH STRUCTURAL CLAY FILL. 2.2.3. REMOVE AND REPLACE WITH GRANULAR MATERIAL 2.2.4. USE OF GEOTEXTILE FABRIC. MAXIMUM DEFLECTION ALLOWED IN ISOLATED AREAS MAY BE ONE-QUARTER (1/4) INCH TO ONE-HALF (1/2) INCH IF NO DEFLECTION OCCURS OVER THE MAJORITY OF THE AREA. 2.3. PRIOR TO THE CONSTRUCTION OF THE CURB AND GUTTER AND THE PLACEMENT OF THE BASE MATERIAL, THE PAVEMENT AREA SHALL BE FINE -GRADED TO WITHIN 0.04 FEET (1/2 INCH) OF FINAL SUBGRADE ELEVATION, TO A POINT TWO (2) FEET BEYOND THE BACK OF THE CURB, SO AS TO ENSURE THE PROPER THICKNESS OF PAVEMENT COURSES. NO CLAIMS FOR EXCESS QUANTITY OF BASE MATERIALS DUE TO IMPROPER SUBGRADE PREPARATION WILL BE HONORED. 2.4. PRIOR TO PLACEMENT OF THE BASE COURSE, THE SUBGRADE SHALL BE APPROVED BY THE TESTING ENGINEER. 3. CONCRETE WORK 3.1. ALL EXTERIOR CONCRETE SHALL BE PORTLAND CEMENT CONCRETE CLASS S1 OR PV WITH AIR ENTRAINMENT OF NOT LESS THAN FIVE (5X) OR MORE THAN EIGHT (8%) PERCENT. CONCRETE SHALL BE A MINIMUM OF SIX (6) BAG MIX AND SHALL DEVELOP A MINIMUM OF 4,000 PSI COMPRESSIVE STRENGTH OF FOURTEEN (28) DAYS. ALL CONCRETE SHALL BF BROOM -FINISHED PERPENDICULAR TO THE DIRECTION OF TRAVEL 3.2. CONCRETE CURB AND/OR COMBINATION CURB AND GUTTER SHALL BE OF THE TYPE SHOWN ON THE PLANS. THE CONTRACTOR IS CAUTIONED TO REFER TO THE CONSTRUCTION STANDARDS AND THE PAVEMENT CROSS SECTION TO DETERMINE THE GUTTER FLAG THICKNESS AND THE AGGREGATE BASE COURSE THICKNESS BENEATH THE CURB AND GUTTER. SAWED OR FORMED CONTRACTION JOINTS SHALL BE PROVIDED AT NO GREATER THAN TEN TO TWENTY-FIVE FOOT INTERVALS BETWEEN EXPANSION JOINTS. NO HONEY -COMBING OF THE CURB AND GUTTER WILL BE ACCEPTED. 3.3. CURBS SHALL BE DEPRESSED AT LOCATIONS WHERE PUBLIC WALKS INTERSECT CURB LINES AND OTHER LOCATIONS, AS DIRECTED, FOR THE PURPOSE OF PROVIDING ACCESSIBILITY. 3.4. THE CURBS SHALL BE BACKFILLED AFTER THEIR CONSTRUCTION AND PRIOR TO THE PLACEMENT OF THE BASE COURSE. 3.5. CONCRETE SIDEWALK SHALL BE IN ACCORDANCE WITH THE ABOVE AND THE PLASS. PROVIDE SCORED JOINTS AT 5 -FOOT INTERVALS AND 1/2 -INCH PRE -MOLDED FIBER EXPANSION JOINTS AT 20 -FOOT INTERVALS AND ADJACENT TO CONCRETE CURBS, DRIVEWAYS, FOUNDATIONS, AND OTHER STRUCTURES. 3.6. CONCRETE DRIVEWAY APRONS SHALL BE IN ACCORDANCE WITH THE ABOVE AND THE PLANS. PROVIDE 6 -INCH BY 6 -INCH NO. 6 WELDED WIRE MESH IN ALL DRIVEWAYS. PROVIDE 1/2 -INCH PRE -MOLDED FIBER EXPANSION JOINT ADJACENT TO CURBS AND CONCRETE SIDEWALKS. PROVIDE SAWED OR FORMED CONTRACTIONS JOINT AT MID -POINT AND 15 -FOOT MAXIMUM 3.7. STANDARD REINFORCED CONCRETE PAVEMENT SHALL BE IN ACCORDANCE WITH THE ABOVE AND THE PLANS. SAWED OR FORMED CONTRACTION EXPANSION JOINTS SHALL BE AS SHOWN ON THE PLANS. 3.8. CONCRETE CURING AND PROTECTION SHALL BE PER INDOT STANDARDS. TWO (2) COATS OF INDOT APPROVED CURING AGENT SHALL BE APPLIED TO ALL EXPOSED CONCRETE SURFACES. 3.9. THE COST OF AGGREGATE BASE OR SUBBASE UNDER CONCRETE WORK SHALL BE INCLUDED IN THE COST OF THE RESPECTIVE CONCRETE ITEM. 4. FLEXIBLE PAVEMENT 4.1. THE PAVEMENT MATERIALS FOR BITUMINOUS STREETS, PARKING LOTS, AND DRIVE AISLES SHALL BE AS DETAILED ON THE PLANS. UNLESS OTHERWISE SHOWN ON THE PLANS, THE FLEXIBLE PAVEMENTS SHALL CONSIST OF AGGREGATE BASE COURSE, TYPE B. BITUMINOUS CONCRETE BINDER COURSE, SUPERPAVE, IL -19, N50; AND BITUMINOUS CONCRETE SURFACE COURSE, SUPERPAVE, MIXC N50, OF THE THICKNESS AND MATERIALS SPECIFIED ON THE PLANS. THICKNESSES SPECIFIED SHALL BE CONSIDERED TO BE THE MINIMUM COMPACTED THICKNESS. 4.2. ALL TRAFFIC SHALL BE KEPT OFF THE COMPLETED AGGREGATE BASE UNTIL THE BINDER COURSE IS LAID. THE AGGREGATE BASE SHALL BE UNIFORMLY PRIME COATED AT A RATE OF 0.4 TO 0.5 GALLONS PER SQUARE YARD PRIOR TO PLACING THE BINDER COURSE. PRIME COAT MATERIALS SHALL BE INDOT APPROVED. 4.3. PRIOR TO PLACEMENT OF THE SURFACE COURSE, THE BINDER COURSE SHALL BE CLEANED AND TACK -COATED IF DUSTY OR DIRTY. ALL DAMAGED AREAS IN THE BINDER, BASE, OR CURB SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER PRIOR TO LAYING THE SURFACE COURSE. THE CONTRACTOR SHALL PROVIDE WHATEVER EQUIPMENT AND STAFF NECESSARY, INCLUDING THE USE OF POWER BROOMS IF REQUIRED BY THE OWNER, TO PREPARE THE PAVEMENT FOR APPLICATION OF THE SURFACE COURSE THE TACK COAT SHALL BE UNIFORMLY APPLIED TO THE BINDER COURSE AT A RATE OF 0.05 TO 0.10 GALLONS PER SQUARE YARD. TACK COAT SHALL BE AS PER INDOT STANDARDS. 4.4. SEAMS IN BAM, BINDER, AND SURFACE COURSE SHALL BE STAGGERED A MINIMUM OF 6 INCHES. 4.5. FOR NEW STREETS, THE CONTRACTOR SHALL PERMIT THE BITUMINOUS CONCRETE BINDER COURSE TO WEATHER ONE (1) COMPLETE WINTER SEASON PRIOR TO THE INSTALLATION OF THE BITUMINOUS CONCRETE SURFACE COURSE, UNLESS OTHERWISE SPECIFIED BY THE CITY OF CARMEL 5. TESTING AND FINAL ACCEPTANCE 5.1. THE CONTRACTOR SHALL FOLLOW THE QUALITY CONTROL TESTING PROGRAM FOR CONCRETE AND PAVEMENT MATERIALS ESTABLISHED BY THE ENGINEER. 5.2. PRIOR TO PLACEMENT OF THE BITUMINOUS CONCRETE SURFACE COURSE, THE CONTRACTOR, WHEN REQUIRED BY THE CITY OF CARMEL, SHALL OBTAIN SPECIMENS OF THE BINDER COURSE WITH A CORE DRILL WHERE DIRECTED, FOR THE PURPOSE OF THICKNESS VERIFICATION. 5.3. WHEN REQUIRED BY THE CITY OF CARMEL, THE CONTRACTOR SHALL OBTAIN SPECIMENS OF THE FULL DEPTH BITUMINOUS CONCRETE PAVEMENT STRUCTURE WITH A CORE DRILL WHERE DIRECTED IN ORDER TO CONFIRM THE PLAN THICKNESS. DEFICIENCIES IN THICKNESS SHALL BE ADJUSTED FOR BY THE METHOD REQUIRED BY INDOT STANDARDS. 5.4. FINAL ACCEPTANCE OF THE TOTAL PAVEMENT INSTALLATION SHALL BE SUBJECT TO THE TESTING AND CHECKING REQUIREMENTS CITED ABOVE. 6. ALL MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE CITY OF CARMEL CODE. WHEN CONFLICTS ARISE BETWEEN CITY CODE, GENERAL NOTES AND GMRI SPECS, THE MORE STRINGENT SHALL TAKE PRECEDENCE SIGNING AND PAVEMENT MARKINGS 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARDS. 2. SIGNS: SIGNS SHALL BE CONSTRUCTED OF 0.080 -INCH THICK FLAT ALUMINUM PANELS WITH REFLECTORIZED LEGEND ON THE FACE. LEGEND SHALL BE IN ACCORDANCE WITH THE MUTCD. 3. POSTS: SIGN POSTS SHALL BE A HEAVY-DUTY STEEL "U" SHAPED CHANNEL WEIGHING 3.0 POUNDS/FOOT, SUCH AS A TYPE B METAL POST, AS PER THE INDOT STANDARDS (OR 2 -INCH PERFORATEL STEEL TUBE). 4. SIGNS AND POSTS SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARDS. 5. PAVEMENT MARKINGS: ALL PAVEMENT MARKINGS IN THE ROADWAY LIMITS, SUCH AS STOP LINES, CENTERLINES, CROSSWALKS, AND DIRECTIONAL ARROWS, SHALL BE REFLECTORIZED THERMOPLASTIC NOT ROLLED INTO PAVEMENT OR PAINT PER INDOT STANDARDS. 6. PAVEMENT MARKINGS ON BIKE PATHS, PARKING LOT STALLS, AND SIMILAR "LOW -WEAR" APPLICATIONS, SHALL BE PAINT IN ACCORDANCE WITH INDOT STANDARDS. 7. COL::A. WIDTH, STYLE, AND SIZE OF ALL MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND C L CODE. LO A 8. THERMOPLASTIC MARKINGS SHALL BE INSTALLED WHEN THE PAVEMENT TEMPERATURE IS 55 DEGREES FAHRENHEIT AND RISING. PAINT MARKINGS MAY BE INSTALLED WHEN THE AIR TEMPERATURE IS 50 DEGREES FAHRENHEIT AND RISING. EARTHWORK NOTES 1. GENERAL 1.1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UNDERSTAND THE SOIL AND GROUNDWATER CONDITIONS AT THE SITE. 1.2. ANY QUANTITIES IN THE BID PROPOSAL ARE INTENDED AS A GUIDE FOR THE CONTRACTOR'S USE IN DETERMINING THE SCOPE OF THE COMPLETED PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL MATERIAL QUANTITIES AND APPRISE HIMSELF OF ALL SITE CONDITIONS. THE CONTRACT PRICE SUBMITTED BY THE CONTRACTOR SHALL BE CONSIDERED AS LUMP SUM FOR THE COMPLETE PROJECT. NO CLAIMS FOR EXTRA WORK WILL BE RECOGNIZED. 1.3. THE CONTRACTOR WALL NOTE THAT THE ELEVATIONS SHOWN ON THE CONSTRUCTION PLANS ARE FINISHED GRADE AND SUBGRADE ELEVATIONS (AS NOTED) AND THAT PAVEMENT THICKNESS, TOPSOIL, ETC., MUST BE ACCOUNTED FOR. 1.4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE DURING CONSTRUCTION AND PREVENT STORMWATER FROM RUNNING INTO OR STANDING IN EXCAVATED AREAS. THE FAILURE TO PROVIDE PROPER DRAINAGE WILL NEGATE ANY POSSIBLE ADDED COMPENSATION REQUESTED DUE TO DELAYS OR UNSUITABLE MATERIALS CREATED AS A RESULT THEREOF. FINAL GRADES SHALL BE PROTECTED AGAINST DAMAGE FROM EROSION, SEDIMENTATION, AND TRAFFIC. 1.5. PLANS FOR THE SITE DEWATERING, IF EMPLOYED, SHALL BE SUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR DEWATERING DURING CONSTRUCTION. 1.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THE SOIL EROSION AND SEDIMENTATION CONTROL MEASURES. THE INITIAL ESTABLISHMENT OF EROSION CONTROL PROCEDURES AND THE PLACEMENT OF SILT AND FILTER FENCING, ETC., TO PROTECT ADJACENT PROPERTY, WETLANDS, ETC., SHALL OCCUR BEFORE GRADING BEGINS. 1.7. PRIOR TO COMMENCEMENT OF GRADING ACTIVITIES, THE CONTRACTOR SHALL ERECT A CONSTRUCTION FENCE AROUND ANY TREE DESIGNATED TO BE PRESERVED. SAID FENCE SHALL BE PLACED IN A CIRCLE CENTERED AROUND THE TREE, THE DIAMETER OF WHICH SHALL BE SUCH THAT THE ENTIRE DRIP ZONE (EXTENT OF FURTHEST EXTENDING BRANCHES) SHALL BE WITHIN THE FENCE LIMITS. THE EXISTING GRADE WITHIN THE FENCED AREA SHALL NOT BE DISTURBED. 2. TOPSOIL EXCAVATION INCLUDES: 2.1. EXCAVATION OF TOPSOIL AND OTHER STRUCTURALLY UNSUITABLE MATERIALS WITHIN THOSE AREAS THAT WILL REQUIRE EARTH EXCAVATION OR COMPACTED EARTH FILL MATERIAL EXISTING VEGETATION SHALL BE REMOVED PRIOR TO STRIPPING TOPSOIL OR FILLING AREAS. 2.2. PLACEMENT OF EXCAVATED MATERIAL IN OWNER -DESIGNATED AREAS FOR FUTURE USE WITHIN AREAS TO BE LANDSCAPED AND THOSE AREAS MOT REQUIRING STRUCTURAL FILL MATERIAL. PROVIDE NECESSARY EROSION CONTROL MEASURES FOR STOCKPILE. 2.3. TOPSOIL STOCKPILED FOR RESPREAD SHALL BE FREE OF CLAY AND SHALL NOT CONTAIN ANY OF THE TRANSITIONAL MATERIAL BETWEEN THE TOPSOIL AND CLAY. THE TRANSITIONAL MATERIAL SHALL BE USED IN NON-STRUCTURAL FILL AREAS OR DISPOSED OF OFF-SITE. 2.4. TOPSOIL RESPREAD SHALL INCLUDE HAULING AND SPREADING SIX (6) INCHES OF TOPSOIL DIRECTLY OVER AREAS TO BE LANDSCAPED WHERE SHOWN ON THE PLANS OR AS DIRECTED BY THE OWNER. 2.5. MODERATE COMPACTION IS REQUIRED IN NON-STRUCTURAL FILL AREAS. 3. EARTH EXCAVATION INCLUDES: 3.1. EXCAVATION OF SUBSURFACE MATERIALS WHICH ARE SUITABLE FOR USE AS STRUCTURAL FILL THE EXCAVATION SHALL BE TO WITHIN A TOLERANCE OF 0.1 FEET OF THE PLAN SUBGRADE ELEVATIONS WHILE MAINTAINING PROPER DRAINAGE. THE TOLERANCE WITHIN PAVEMENT AREAS SHALL BE SUCH THAT THE EARTH MATERIALS SHALL "BALANCE" DURING THE FINE GRADING OPERATION. 3.2. PLACEMENT OF SUITABLE MATERIALS SHALL BE WITHIN THOSE AREAS REQUIRING STRUCTURAL FlLL IN ORDER TO ACHIEVE THE PLAN SUBGRADE ELEVATIONS TO WITHIN A TOLERANCE OF 0.1 FEET. THE FILL MATERIALS SHALL BE PLACED IN LOOSE LIFTS THAT SHALL NOT EXCEED EIGHT (8) INCHES IN THICKNESS, AND THE WATER CONTENT SHALL BE ADJUSTED IN ORDER TO ACHIEVE REQUIRED COMPACTION. 3.3. STRUCTURAL FILL MATERIAL MAY BE PLACED WITHIN THOSE PORTIONS OF THE SITE NOT REQUIRING STRUCTURAL FILL, WITHIN SIX (6) INCHES OF THE PLAN FINISHED GRADE ELEVATION. IN AREAS REQUIRING STRUCTURAL FILL, HOWEVER, THIS MATERIAL SHALL NOT BE PLACED OVER TOPSOIL OR OTHER UNSUITABLE MATERIALS UNLESS SPECIFICALLY DIRECTED BY A SOILS ENGINEER `MATH THE CONCURRENCE OF THE OWNER. 3.4. COMPACTION OF SUITABLE MATERIALS SHALL BE TO AT LEAST 93% OF THE MODIFIED PROCTOR DRY DENSITY WITHIN PROPOSED PAVEMENT AREAS, SIDEWALK, ETC. COMPACTION SHALL BE AT LEAST 95% OF THE MODIFIED PROCTOR WITHIN PROPOSED BUILDING PAD AREAS. 4. UNSUITABLE MATERIAL: UNSUITABLE MATERIALS SHALL BE CONSIDERED MATERIAL THAT IS NOT SUITABLE FOR THE SUPPORT OF PAVEMENT AND BUILDING CONSTRUCTION, AND IS ENCOUNTERED BELOW NORMAL TOPSOIL DEPTHS AND THE PROPOSED SUBGRADE ELEVATION. THE DECISION TO REMOVE SAID MATERIAL AND TO WHAT EXTENT SHALL BE MADE BY THE ENGINEER WITH THE CONCURRENCE OF THE OWNER. 5. MISCELLANEOUS. THE CONTRACTOR SHALL: 5.1. SPREAD AND COMPACT UNIFORMLY TO THE DEGREE SPECIFIED ALL EXCESS TRENCH SPOIL AFTER COMPLETION OF THE UNDERGROUND IMPROVEMENTS. 5.2. SCARIFY, DISC, AERATE, AND COMPACT, TO THE DEGREE SPECIFIED, THE UPPER TWELVE (12) INCHES OF THE SUITABLE SUBGRADE MATERIAL IN ALL AREAS THAT MAY BE SOFT DUE TO EXCESS MOISTURE CONTENT. THIS APPLIES TO CUT AREAS AS WELL AS FILL AREAS. 5.3. PROVIDE WATER TO ADD TO DRY MATERIAL IN ORDER TO ADJUST THE MOISTURE CONTENT FOR THE PURPOSE OF ACHIEVING THE SPECIFIED COMPACTION. 5.4. BACKFILL THE CURB AND GUTTER AFTER ITS CONSTRUCTION AND PRIOR TO THE PLACEMENT OF THE BASE COURSE MATERIAL 6. TESTING AND FINAL ACCEPTANCE 6.1. THE CONTRACTOR SHALL PROVIDE AS A MINIMUM A FULLY LOADED SIX -WHEEL TANDEM AXLE TRUCK FOR PROOF ROLLING THE PAVEMENT SUBGRADE PRIOR TO THE PLACEMENT OF THE CURB AND GUTTER AND THE BASE MATERIAL. THIS SHALL BE WITNESSED BY THE ENGINEER AND THE OWNER. (SEE PAVING SPECIFICATION.) 6.2. ANY UNSUITABLE AREA ENCOUNTERED AS A RESULT OF PROOF ROLLING SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL OR OTHERWISE CORRECTED AND APPROVED BY THE ENGINEER. SANITARY SEWER NOTES 1. ALL SANITARY SEWER PIPE TO BE PVC SDR 35. 2. ALL UNSUITABLE MATERIALS SHALL BE REMOVED BELOW THE PROPOSED SANITARY SEWER AND REPLACED WITH COMPACTED CRUSHED GRAVEL OR STONE, AS PER INDOT STANDARDS. 3. ALL TRENCHES BENEATH PROPOSED OR EXISTING UTILITIES, PAVEMENTS, ROADWAYS, SIDEWALKS, AND FOR A DISTANCE OF FIVE (5) FEET ON EITHER SIDE OF SAME, AND/OR WHERE SHOWN ON THE PLANS, SHALL BE BACKFILLED WITH SELECT GRANULAR BACKFILL PER INDOT STANDARDS AND THOROUGHLY MECHANICALLY COMPACTED IN 9 -INCH THICK (LOOSE MEASUREMENT) LAYERS. JETTING WITH WATER IS NOT PERMITTED. 4. ALL SANITARY SEWERS ARE TO BE CONSTRUCTED USING A LASER INSTRUMENT TO MAINTAIN UNE AND GRADE. 5. CONNECTIONS TO EXISTING SANITARY SEWER SYSTEM SHALL NOT BE DONE UNTIL AUTHORIZED BY THE CITY OF CARMEL AND/OR IDEM. 6. WATERMAINS SHALL BE SEPARATED FROM SANITARY SEWERS AND STORM SEWERS IN ACCORDANCE WITH INDIANA DEPARTMENT OF ENVIRC,- AENTAL MANAGEMENT (IDEM) REQUIREMENTS, AS SPECIFIED IN THE STANDARDS FOR WATER AND SEWER CONSTRUCTION IN INDIANA. 7. NO WATER LINE SHALL BE PLACED IN THE SAME TRENCH AS A SEWER LINE, EXCEPT UNDER SPECIAL CIRCUMSTANCES AND THEN ONLY UNDER 1HE FOLLOWING RULES: A. IF NECESSARY PERMISSION SHALL BE OBTAINED FROM THE CITY OF CARMEL AND/OR IDEM IN WRITING PRIOR TO BEGINNING CONSTRUCTION. B. THE BOTTOM OF A WATER LINE SHALL BE INSTALLED ON A SHELF A MINIMUM OF 18 INCHES ABOVE THE TOP OF THE SEWER AND 18 INCHES HORIZONTALLY AWAY FROM THE EDGE OF THE SEWER. 7. MANHOLES: SANITARY SEWER MANHOLES SHALL BE 4 -FOOT, 0 -INCH I.D., OR AS NOTED ON THE PLANS, PRECAST CONCRETE SECTIONS CONFORMING TO ASTM D-478, WITH PREFORMED BITUMINOUS OR "0" RING JOINTS, IN ACCORDANCE WITH CITY OF CARMEL REGULATIONS, AND HAVE AN ECCENTRIC CONE INSTALLED TO LINE UP WITH THE MANHOLE STEPS. ALL MANHOLE STEPS SHALL BE 16 -INCH O.C., SIMILAR TO NEENAH R-1980. 8. ALL PIPE CONNECTION OPENINGS SHALL BE PRECAST WITH RESILIENT RUBBER WATER -TIGHT SLEEVES. THE BOTTOM OF THE MANHOLE SHALL HAVE A CONCRETE BENCH POURED TO FACILITATE SMOOTH FLOWS. 9. FRAMES AND LIDS: ALL SANITARY SEWER MANHOLE FRAMES AND LIDS IN PAVEMENT SHALL BE PER LOCAL CODE, UNLESS OTHERWISE NOTED ON THE PLANS. THE LIDS SHALL HAVE RECESSED (CONCEALED) PICK HOLE AND BE SELF-SEALING WITH AN "0" RING GASKET. THE LIDS SHALL HAVE THE WORD "SANITARY" EMBOSSED ON THE SURFACE. THE JOINTS BETWEEN THE FRAME AND CONCRETE SECTION SHALL BE SEALED WITH A BUTYL ROPE. 10. A MAXIMUM OF TWELVE (12) INCHES OF CONCRETE -ADJUSTING RINGS SHALL BE USED TO ADJUST FRAME ELEVATIONS. RINGS SHALL BE SEALED TOGETHER WITH BUM ROPE. 11. DROP MANHOLE ASSEMBLIES: DROP MANHOLE ASSEMBLIES SHALL BE PROVIDED AT THE JUNCTION OF SANITARY SEWERS WHERE THE DIFFERENCE IN INVERT GRADES EXCEEDS TWO (2) FEET, OR AS SHOWN ON THE PLANS. THE ENTIRE DROP ASSEMBLY SHALL BE CAST IN CONCRETE MONOLITHICALLY WITH THE MANHOLE BARREL SECTION. 12. CLEANING: ALL MANHOLES AND PIPES SHALL BE THOROUGHLY CLEANED OF DIRT AND DEBRIS, AND ALL VISIBLE LEAKAGE ELIMINATED, BEFORE FINAL INSPECTION AND ACCEPTANCE. 13. TESTING: DEFLECTION, AIR, AND LEAKAGE TESTING WILL BE REQUIRED. THE PROCEDURE AND ALLOWABLE TESTING LIMITS SHALL BE IN ACCORDANCE WITH THE STANDRADS FOR SEWER AND WATER MAIN CONSTRUCTION IN INDIANA. 14. TESTING THE ALIGNMENT/STRAIGHTNESS SHALL BE IN ACCORDANCE WITH CITY OF CARMEL CODE AND/OR IDEM. 15. TELEVISING: IF REQUIRED, ALL SANITARY SEWERS SHALL BE TELEVISED, AND A COPY OF THE TAPE AND A WRITTEN REPORT SHALL BE SUBMITTED AND REVIEWED BY THE CITY OF CARMEL BEFORE FINAL ACCEPTANCE. THE REPORT SHALL INCLUDE STUB LOCATION AS WELL AS A DESCRIPTION OF ALL DEFECTS, WATER LEVEL, LEAKS, AND LENGTHS. IDENTIFY MANHOLE TO MANHOLE BOTH VERBALLY AND ON-SCREEN USING MANHOLE NUMBERS FROM APPROVED PLANS. ORDER OF WRITTEN REPORT SHALL BE THE SAME AS THE VIDEOTAPES. 16. TEST RESULTS: IF THE SANITARY SEWER INSTALLATION FAILS TO MEET THE TEST REQUIREMENTS SPECIFIED, THE CONTRACTOR SHALL DETERMINE THE CAUSE OR CAUSES OF THE DEFECT AND REPAIR, OR REPLACE ALL MATERIALS AND WORKMANSHIP, AS MAY BE NECESSARY TO COMPLY WITH THE TEST REQUIREMENTS. 17. CERTIFICATION: CONTRACTOR SHALL SUBMIT CERTIFIED COPIES OF ALL REPORTS OF TESTS CONDUCTED BY AN INDEPENDENT LABORATORY BEFORE INSTALLATION OF PVC PLASTIC PIPE. TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH STANDARD METHOD OF TEST FOR "EXTERNAL LOADING PROPERTIES S OF PLASTIC PIPE BY PARALLEL PLATE LOADING." ASTM STANDARDS D-2412 OR D-2241, AS APPROPRIATE FOR THE PIPE, TO BE USED. TESTS SHALL ALSO BE CONDUCTED TO DEMONSTRATE JOINT PERFORMANCE AT FIVE (5) PERCENT MAXIMUM DIAMETRIC DEFLECTION OF THE SPIGOT. 18. RECORD DRAWINGS-' AFTER FINAL INSPECTION AND APPROVAL BY THE CITY, THE CONTRACTOR SHALL PROVIDE ALL INFORMATION TO PREPARE RECORD DRAWING(S), INCLUDING SERVICE STUB LOCATIONS, TO THE ENGINEER, WHO SHALL PREPARE RECORD DRAWINGS AND SUBMIT TO APPROPRIATE PUBLIC AGENCIES. IF FINAL MEASUREMENTS INDICATE DEFICIENCIES, THE CONTRACTOR, AT HIS OWN COST, WILL ADJUST MANHOLES AND/OR SEWERS TO PROPER ELEVATIONS AND OTHERWISE CORRECT THE DEFICIENCIES. 19. ADDITIONAL CLAY TOWNSHIP SANITARY NOTES FOUND ON SHEET C5.1 20. MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE CITY OF CARMEL AND INDIANA DEM CODE. WHEN CONFLICTS ARISE BETWEEN CITY AND STATE CODE, GENERAL NOTES AND GMRI SPECS, THE MORE STRINGENT SHALL TAKE PRECEDENCE. I STORM SEWER NOTES I 1. STORM SEWER PIPE: ALL STORM SEWER PIPE SHALL BE RCP. UNLESS OTHERWISE NOTED ON THE PLANS, IN ACCORDANCE WITH THE FOLLOWING: PLAN CODE MATERIAL RCP REINFORCED CONCRETE PIPE (ASTM C-76) CLASS III PVC SDR -35, ASTM D-3034 REFER TO PLANS FOR PIPE SIZES. 2. BAND -SEAL OR SIMILAR COUPLING SHALL BE USED WHEN JOINING SEWER PIPES OF DISSIMILAR MATERIALS. 3. ALL FOOTING DRAIN DISCHARGE PIPES AND DOWN SPOUTS SHALL DISCHARGE TO THE STORM SEWER SYSTEM. 4. CONSTRUCTION: ALL STORM SEWERS ARE TO BE CONSTRUCTED USING A LASER INSTRUMENT TO MAINTAIN LINE AND GRADE. 5. COVER: THE CONTRACTOR SHALL MAINTAIN AT LEAST TWO (2) FEET OF COVER OVER THE TOP OF SHALLOW PIPES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MOUND OVER ANY PIPES THAT HAVE LESS THAN TWO (2) FEET OF COVER DURING CONSTRUCTION UNTIL THE AREA IS FINAL GRADED OR PAVED. 6. STRUCTURES: MANHOLE, CATCH BASIN, AND INLET BOTTOMS SHALL BE PRECAST CONCRETE SECTIONAL UNITS OR MONOLITHIC CONCRETE. MANHOLES AND CATCH BASINS SHALL BE FOUR (4) FEET IN DIAMETER UNLESS OTHERWISE SPECIFIED ON THE PLANS. STRUCTURE JOINTS SHALL BE SEALED WITH "0" RING OR BUM ROPE. A MAXIMUM OF TWELVE (12) FICHES OF ADJUSTING RINGS SHALL BE USED. 7. A CONCRETE BENCH TO DIRECT FLOWS SHALL BE CONSTRUCTED IN THE BOTTOM OF ALL INLETS AND MANHOLES. 8. THE FRAME, GATE, AND/OR CLOSED UD SHALL BE CAST IRON OF THE STYLE SHOWN ON THE PLANS. 9. UNLESS OTHERWISE SPECIFIED OR REQUIRED BY THE CITY, MANHOLE UDS SHALL BE MACHINE SURFACED, NON -ROCKING DESIGN. THE CLOSED LIDS SHALL HAVE THE WORD "STORM" CAST ON THE LID. THE JOINTS BETWEEN THE CONCRETE SECTION ADJUSTING RINGS AND FRAME SHALL BE SEALED WITH A MASTIC COMPOUND. 10. CLEANING: THE STORM SEWER SYSTEM SHALL BE THOROUGHLY CLEANED PRIOR TO FINAL INSPECTION AND TESTING. 11. THE STORM SEWER SHALL BE TELEVISED IF REQUIRED BY THE CITY OF CARMEL 12. MANHOLES, CATCH BASINS, INLETS, FRAMES, GRATES, AND OTHER STRUCTURES SHALL BE CONSTRUCTED OF THE TYPE, STYLE, AND SIZE AS SET FORTH WITH THE ORDINANCES AND STANDARDS OF THE CITY. 13. ALL MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE CITY OF CARMEL CODE. MEN CONFLICTS ARISE BETWEEN CITY CODE, GENERAL NOTES AND GMRI SPECS, THE MORE STRINGENT SHALL TAKE PRECEDENCE. WATER NOTES 1. WATER MAIN SHALL BE DUCTILE IRON PRESSURE CLASS 350 PER CITY OF CARMEL STANDARDS. 2. MAXIMUM DEFLECTION AT PIPE JOINTS SHALL BE IN ACCORDANCE WITH PIPE MANUFACTURER'S CURRENT RECOMMENDATIONS AND AWWA SPECIFICATIONS. 3. BEDDING: ALL WATERMAINS SHALL BE BEDDED ON FIRM GROUND, WITH BELLHOLES EXCAVATED SO THAT THE PIPE HAS AN EVEN BEDDING FOR ITS ENTIRE LENGTH. 4. GRANULAR BEDDING MATERIAL OR GRANULAR BACKFILL MATERIAL SHALL BE CAREFULLY PLACED TO TWELVE (12) INCHES OVER THE TOP OF THE PIPE BEFORE FINAL BACKFILLING AND COMPACTION. 5. A MINIMUM DEPTH OF COVER OF 54" SHALL BE MAINTAINED OVER THE WATER LINES. THE MAXIMUM COVER SHALL BE EIGHT (8) FEET, EXCEPT AT SPECIAL CROSSINGS. 6. INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (IDEM) AND CITY OF CARMEL_ WATERMAIN PROTECTION 6.1. HORIZONTAL SEPARATION 6.1.1. WATERMAINS SHALL BE LAID AT LEAST TEN (10) FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAIN, STORM SEWER, SANITARY SEWER, OR SEWER SERVICES CONNECTION. 6.1.2. WATERMAINS MAY BE LAID CLOSER THAN TEN (10) FEET TO A SEWER LINE WHEN: 6.1.2.1. LOCAL CONDI',IONS PREVENT A LATERAL SEPARATION OF TEN (10) FEET; 6.1.2.2. THE WATERMAIN INVERT IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE CROWN OF THE SEWER; AND 6.1.2.3. THE WATERMAIN IS EITHER IN A SEPARATE TRENCH OR IN THE SAME TRENCH ON AN UNDISTURBED EARTH SHELF LOCATED TO ONE SIDE OF THE SEWER. 6.1.3. BOTH THE WATERMAIN AND DRAIN OR SEWER SHALL BE CONSTRUCTED WITH PIPE EQUIVALENT TO WATERMAIN STANDARDS OF CONSTRUCTION WHEN IT IS IMPOSSIBLE TO MEET (1) OR (2) ABOVE. THE DRAIN OR SEWER SHALL BE PRESSURE -TESTED TO THE MAXIMUM EXPECTED SURCHARGE HEAD BEFORE BACKFILLING. 6.2. VERTICAL SEPARATION 6.2.1. ALL SERVICE PIPES SHALL BE BURIED AT LEAST FIVE (5) FEET DEEP IN THE GROUND. 6.2.2. A WATERMAIN SHALL BE LAID SO THAT ITS INVERT IS EIGHTEEN (18) INCHES ABOVE THE CROWN OF THE DRAIN OR SEWER WHENEVER WATERMAINS CROSS STORM SEWERS, SANITARY SEWERS, OR SEWER SERVICE CONNECTIONS. THE VERTICAL SEPARATION SHALL BE MAINTAINED FOR THAT PORTION OF THE WATERMAIN LOCATED WITHIN TEN (10) FEET HORIZONTALLY OF ANY SEWER OR DRAIN CROSSED. A LENGTH OF WATERMAIN PIPE SHALL BE CENTERED OVER THE SEWER TO BE CROSSED WITH JOINTS EQUIDISTANT FROM THE SEWER OR DRAIN. 6.2.3. BOTH THE WATERMAINS AND SEWER SHALL BE CONSTRUCTED WITH PIPE EQUIVALENT TO WATERMAIN STANDARDS OF CONSTRUCTION WHEN: 6.2.3.1. IT IS IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION, AS DESCRIBED IN (1) ABOVE; OR 6.2.3.2. THE WATERMAIN PASSES UNDER A SEWER OR DRAIN. 6.2.4. A VERTICAL SEPARATION OF EIGHTEEN (18) INCHES BETWEEN THE INVERT OF THE SEWER OR DRAIN AND THE CROWN OF THE WATERMAIN SHALL BE MAINTAINED WHERE A WATERMAIN CROSSES UNDER A SEWER. SUPPORT THE SEWER OR DRAIN LINES TO PREVENT SETTLING AND BREAKING THE WATERMAIN. 7. CONSTRUCTION SHALL EXTEND ON EACH SIDE OF THE CROSSING UNTIL THE NORMAL DISTANCE FROM THE WATERMAIN TO THE SEWER OR DRAIN LINE IS AT LEAST TEN (10) FEET. 8. ALL WATERMAINS SHALL BE PRESSURE -TESTED FOR A MIN. OF 2 HOURS AT 150 PSI, FLUSHED, AND DISINFECTED IN ACCORDANCE WITH AWWA AND CITY OF CARMEL SPECIFICATIONS. EACH VALVE SECTION SHALL BE PRESSURE -TESTED FOR A MINIMUM OF ONE (1) HOUR. ALLOWABLE LEAKAGE IS TO BE ONLY THAT WHICH IS PREDETERMINED BY THE CITY OF CARMEL. AT NO TIME IS THERE TO BE ANY VISIBLE LEAKAGE FROM THE MAIN. 9. ADDITIONAL CITY OF CARMEL WATER MAIN NOTES CAN BE FOUND ON SHEET C5.1. 10. IF CONFLICT ARISES BETWEEN CITY STANDARDS AND PUBLISHED WATER NOTES, THE MORE STRINGENT SHALL APPLY. EROSION CONTROL NOTES 1. CONSTRUCTION ENTRANCE SHALL BE LOCATED SO AS TO PROVIDE THE LEAST AMOUNT OF DISTURBANCE TO THE FLOW OF TRAFFIC IN AND OUT OF THE SITE. ADDITIONALLY, CONSTRUCTION ENTRANCE SHALL BE LOCATED TO COINCIDE WITH THE PHASING OF THE PAVEMENT REPLACEMENT. 2. REFERENCE GEOTECHNICAL REPORT FOR SUBSURFACE SOIL CONDITIONS. 3. STORMWATER FROM THE ROOF WILL COLLECT IN PROPOSED ROOF DRAINS WHICH ARE CONNECTED TO THE ONSITE STORM CONVEYANCE SYSTEM. SITE RUNOFF WILL SHEET FLOW INTO CATCH BASINS ON THE SITE AND TRAVEL THROUGH THE ONSITE STORM CONVEYANCE SYSTEM WHICH FLOWS TO THE PROPOSED STORM WATER MANAGEMENT SYSTEM. 4. DISTURBED PORTIONS OF SITE MUST BE STABILIZED. STABILIZATION PRACTICES MUST BE INITIATEC WITHIN 14 DAYS IN PORTIONS OF THE SITE WHERE CONSTRUCTION HAS BEEN EITHER TEMPORARILY OR PERMANENTLY CEASED, UNLESS EXCEPTED WITHIN THE NPDES PERMIT. P CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF STABILIZATION OF PERMANENT DRAINAGE FACILITIES. 5. CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE SWPPP/SITE MAP TO INCLUDE BMP'S FOR ANY OFF-SITE MATERIAL WASTE, BORROW OR EQUIPMENT STORAGE AREAS. 6. CONTRACTOR SHALL INSPECT DISTURBED AREAS, MATERIAL STORAGE AREAS EXPOSED TO PRECIPITATION, STRUCTURAL CONTROL MEASURES, AND VEHICLE ENTRY AND EXIT AREAS AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A STORM EVENT OF 0.25 INCHES OR GREATER. 7. CONTRACTOR IS SOLELY RESPONSIBLE FOR SELECTION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL SWPPP CONTROLS - CONTROLS SHOWN ON THIS SITE MAP ARE SUGGESTED CONTROLS ONLY. 8. CONTRACTOR SHALL RECORD INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL DATES FOR EACH BMP EMPLOYED (WHETHER CALLED OUT ON ORIGINAL SWPPP OR NOT) DIRECTLY ON THE SITE MAP, 9. DRAINAGE PATTERNS ARE SHOWN ON THIS PLAN BY PROPOSED AND EXISTING CONTOURS, FLOW ARROWS, AND SLOPES. 10. TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE INSTALLED AT THE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXAMPLE, PERIMETER SILT FENCE SHALL BE INSTALLED BEFORE COMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALL BE INSTALLED AS SOON AS PRACTICABLE AND SHALL BE MAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSO REFERENCE CIVIL AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BY LANDSCAPING, THE BUILDING(S), AND SITE PAVING. 11. BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE AND INLET PROTECTION FOR INLETS RECEIVING SEDIMENT FROM SITE RUN-OFF. 12. SANITARY SEWER EFFLUENT IS DISPOSED OF VIA AN ONSITE SEWER SYSTEM CONNECTED TO A MUNICIPAL SEWER SYSTEM. WARNING: CONTRACTOR TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. GEOTECHNICAL REPORT JOB NO. 0016-556 PSI, INC APRIL I6, 201 2 Empi Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICA rO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 �Y/V� .. ,JS.�C,\S T FRc�`t,� o I No. 11011'% - - 1" EOF " . G�. ��0. iN p" .•-_ ,,,,,,Fs% . aG ,,,.,: .,,����3 OINIA�1E`\``.\\\ pry Signature: 08-23-12 Z Q Z) I Q I I- C w w w I I Z Q Q I- 0 I I I I II!i I i i 'I I Issue Date 5/21/12 1 - -- - -- - - -- - -- - i 1 mr-\/IClIf-NAI IAICr1r_)I1d ATInKI �I Q \\ \\ *SEE SHEET 2 FOR ELEVATIONS* (gr°S \\\ ; °�4 z v V A 3 �0 o A\ \\ \ J J \\ "Q\ 10" \ o 6" twin " 8 '` v \\ \\ (grass) (grass) 6" ❑ (grass) v vv \ \\ „cont cur RIGHT-OF-WAY GRANT bush row\ \\ ❑ PER INSTR. NO. 200000006883 �.-_..•�__:�_..,..;,��__ \ \ \\ (grass) CARL B. TERRY & 0. LEE TERRY (asphalt) - NO. 8820718 RIGHT _OF WAY GRANT A ❑ PER INSTR. IN NO. \ \\ TREE ON LINE 200400069566_ (grass) \\\ core �o U1 (brush) FENCE N pP o (concrete) 1.7'-2.6'S v �S \\ \\ °„ o 01 CP. \\ \ \\ u t ... �....�'- (gross)'00" _ 376.08 (D) Ln (concrete) t3�i v ✓ \\\conc c� (woods) S81'26 376.0 link once NO (asphalt) FENCE VA \\ \ \ ro chain; W i 2.9'-7.6'N \\ (brus .45' o, 0% --a 276cp Ln 6' chain lin f nce \\ of (woods) a �A 0.5' DEED GAP �- _" 77.99' \ ,Ln \ \\ fence - N84.19 12 E \\ C < A\ ; ❑ a 6�choin link (asphalt) \ \ \\ (grass) FENCE 1.4'-2.8'S o \ rass (weeds &stone) (asphalt) (grass) in 3 \\10,o v \\ �O u G \ REBAR W/ -MSE- CAP FOUND GRpN� \ u \\ y \ weeds & stone o FENCE CORNER ON LINE AT NE CORNER OF BLOCK 5 ( ) .OF -WP( t,0• A o \ \\ 3 o RiGN� iNSZR• - PER 6g564 \ metal sir �' v A \\ c 3.9' DEED OVERLAP 20 2�p0035a6 g Z _ �' O, v \\ \\ u W UNE OF C & E N L) PARCEL 1: WP\ \ PARCEL o o 'F C & E RENTAL, IN �,oF' o0 956 9 Lo ; NSTR. N0. 862889 MP• RiGp, 2004° rn.�`' No, \ \ // / 00 N 1 482 ACRES± (DEE ) R SNS o, N C PE RIGHT-OF-WAY GRANT \\ O O PER INSTR. NO. 200000006074 W 3 (EXCEPTION TO PARCEL 1) @�� 4e �� 1 \ \\ \ / 00 00-00 �E LINE OF MAYFLOWER 6" dia. vertical pvc un 0 LoPARK - BLOCK 5 no cap - � o. \\ G flush with round : t` C) O full ofwatern •O a \ (weeds & stone) (asphalt) 1- �- O- REBAR FOUND 0.2E & 0 OF C&E CORNER J111 - t13 \ 5017- 0 of FENCE 2.8'-6.0'E %1 FENCE O.TW-0.9'E w ALSO 1.6 W 0.6 N OF LOT 1 CORNER D / \ -A weeds & stone „ 02 O v C rn ( ) _ 0 18 0.3' DEED GAP (asphalt) N83'S4'00 E a un o 1.8 DEED OVERLAP ( P ) N83�45'27"E - 188.08 \ a c /- 12 0 \\� C REBAR FOUND 0.5'W OF C&E CORNER a e 174 "o+ A\ E \ � n ALSO 1.4'W & 0. OT 1 CORNER _ r _ ✓Lr N88.20'00 E 241.15' (D) 'chain link fence w/barbed wire 17232 0.3' DEED OVERLAP vA A\ 7� Z � DEED GAP N88'04 53 E - 241.15 20in Fink fent + 186.54 _ v\ v ; 0 0 „ + ' SEWER EASEMENT 6' cha - - - N83.31 48 E - - - �� _ _ _ _-�A o \\ < 0� -� -17 0.8 N87 57 48 E - 241.15 _ _ _ - _ - �-�- _ 186.54' S-)- _- _ _ _ _ - -\\ _' 2 stone PER INSTR. N0. 900793 _ _ _ _ _ _ ( ) 40'01 E - 241.15 (P) ------------__-_------- _ - 14'37'41" \ ---- ams -T - - _-- E r - - ass 22.00 @= _ V _ Oa0 (asphalt) o-15' SEWER EASEMENT 0. IJ PER INSTR. NO. 9709747123 14' �si4 ' 0^� 5ELECTRIC LINE EASEMENT 14\ A\ \ \ PER DEED RECORD 264, PAGES 376-377 10" I� oa a 0.;, �...... .�. ) A v tri�� ,\\ Wit24 �- to ,- 140o MAYFLOWER PARKto „ CsJ \I� A 0 0)IL p y 00a o PC 2 SLIDE 479 v�A V o \\ rn "' I III �O\ " ? o w INSTR. N0. 2000-45585 � o -1 cwUorn 1 2.146 ACRES± \ \ \\ \oho_ a \ \\ :5 C5 30 _J0tH 3 '-?� 3 w � (I y " '� N rn \\ Zz mN cV 10 II �\N �� \\2� y \ o W a -a"', N o I PARCEL 2 c N�� Z to r N 421 MAYFLOWER PARK, LLC 8 \ o ii \ 000 \\ o N o o \ \ Z O 0- 0 oo w w INSTR. NO. 2001-29860 N ✓ �\ z Z 0 to (grass) II 14" w W I0 C rve Data \ 7-� \\ o R = 2 8486.30' \ 2 \\ \ wv _J 8 - 281.rJ \ L 07 V \ c Im -- -----==s==----_= 281.07' 8„UJ o a - - 14„ - - - - CBRG = S '23'05"E C \\ o o ( 15' GAS LINE EASEMENT p ?� \ PER BOOK 326 PAGE 22��,5 , v 8` CID 14: \ 00 FENCE RANGES FROM ON UNE TO 4.2'N (grass) (asphalt) ii \\ \ \\\ 3 \ (gross) ) REBAR FOUND 0.7'W TREE ON UNE8 �,; \ \\ C)o o ---- 1 12" „ -_- 22"F CORNER 15 ELECTRIC LINE EASEMENT EAST 872.26 (D) 14OHE PER INSTR. NC. 9709756466 (brush) (9r)N89'4022 E - 83.4'S -- brus � v A \\ A r $ o------- ------------- ---- - ------------ ---9----- ------ \\ - - - - - - - �---6''a1rt' Ttrik�ertc� - o ° -a , , °- 6 chain m - ohe oho N89'3748"E 503.67' oho ----- -t7i:;iv-,,- 'I-� - - - - - - - - - - - - - - - - - - - - - - - - - - - k71- S- �,,� - N89'39'59"W - 503.67' (P) 8 `'- -27, - - - „ - - - - „ - - - - --- ---- - -- ---------------------" --- -- --- r a 18 (9 ass�6;:.. I� ;.� 24 < 6„ 24 ' ^" OHE 18 .. „ i I G (grass) 20 27 d 18 (9 ) 20 UTIL POLE & G 1.9 S \ (grass) (grass) - _ = UTIL. POLE & obandonedpole �` \ WIRES 3.7 S 7" z N00'19'59"W - 70.00' (P) >z, 6 8" ``:" conc) WIRES 4.2'S \ (grass)3:0 \ \\ zuii N01*02'12"W - 70.00' 6"conc curb 1'wide conc block wall � w CONC. MON. \ 0M MAYFLOWER PARK \\ �o LOT 2 - BLOCK 4 FOUND ON R/WTLINE \ \\\ PC 2, SLIDE 479 RESORT CONDOMINIUMS \\ \ \ \\ 4J I (asphalt) INTERNATIONAL, LLC \1 1.2 SE 0 CORNER (concrete) \ Ng III NO. 2000-45585 INSTR. NO. 2000-49293 (conc (asphalt) \ \ \\ NOT INCLUDED \ 0 6"conc curb ( ) 6-conc curb Ww conc as halt conc walk (g (grass) o conc walk 6"conc \ o \ ZZ ( alk) conc walk ( P ) (grass) r `) \\ �, (planter) stone) curb \ y \ vQ 11 grass ro cur N89'39'59"W - 528.52' (P) \ o \ N0 LEGEND S89'37'48"W - 528.52' \\ J \\ " D \\ \\ REBAR W/"MSE CAP F UND A 0.2'S OF CORNER IN UNE W/WES c \` o UNE OF LOT � � BEEHIVE INLET `�` SPRINKLER VALVE \\ (gr�iss) ® CURB INLET ® WATER METER \\ \\ \ \\ \ LEGAL DESCRIPTION As shown on Title Commitment Parcel 1: A part of the Southeast Quarter of the Northwest Quarter of Section 7, Township 17 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: From a stone at the southwest corner of the aforesaid southeast quarter of the northwest quarter of said Section 7, run on an assumed bearing of cast along the south line thereof a measured distance of 872.26 feet to the west right-of-way line of U. S. Highway 421, otherwise known as the Michigan Road, as the same is now established; thence North 20 degrees 06 minutes West along sa:B'• westwardly right-of-way line a distance of 231.17 feet to the place of beginning of the within described tract; Thence continue North 20 degrees 06 minutes West along the aforesaid West right-of-way line 175.00 feet to the northeast corner of a tract of land presently owned by James Cunningham, as the same is now established by use; thence South 81 degrees 26 minutes West along the said North line of the Cunningham property 376.08 feet; thence South I degree 40 minutes East 135.02 feet; thence North 88 degrees 20 minutes East 241.15 feet; thence North 83 dcgrecs 54 minutes East 180.02 feet to the place of beginning, containing 1.4820 acres, more or less. Excepting therefrom: A part of the Southeast Quarter of the Northwest Quarter of Section 7, Township 17 North, Range 3 East, of the Second Principal Meridian, Hamilton County, Indiana, and being all that w• depicted n the attached Right of part of the owner's land lying within the right of ay lines dep c cd u e c, g Way parcel Plat of Parcel 19, also described as follows: Commencing from a stone at the southwest corner of the aforesaid Southeast quarter of the Northwest Quarter of said Section 7, run on an assumed bearing of east along the south line thereof a measured distance of 872.26 feet to the west right-of-way line of U.S. Highway 421, otherwise known as the Michigan Road, as the same is now established; thence North 20 degrees 06 minutes west along said westwardly right -of --way line a distance of231.17 feet to the place of beginning of the within described tract (the foregoing portion of this description beginning with the words "from a stone" is quoted from Deed Record 362, page 394), said place of beginning being the southeast corner of the owners land; thence South 83 degrees 29 minutes 05 seconds West 4.419 meters (14.50 feet) along the southern line of the owner's land; thence North 15 degrees 03 minutes 25 seconds West 25.370 meters (83.23 feet) to point "530" as shown on said Right of Way parcel Plat; thence Northwesterly 27.380 meters (89.83 feet) along an arc to the right and having a radius of 69639.938 meters (228477.49 feet) and subtended by a longi; chord having a bearing of North 20 degrees 44 minutes 33 seconds West and a length of 27.380 n=eters (89.83 feet) to the northern Linc of the owner's land; thence North 81 degrees 10 minutes 01 seconds East 1.799 meters(5.90 feet) along said northern line to said western boundary of U.S.R. 421; thence along said boundary Southeasterly 53.340 metcrs(175.00 feet) along an arc to the Ieft and having a radius of 69638.178 meters (228471.71 feet) and subtended by a long chord having bearing of South 20 degrees 45 minutes 12 seconds East and a length of 53.340 meters (175.00 feet) to the Place Of Beginning. Parcel 2: Lot 1, Block 4, in Mayflower Park Secondary Final Plat for Lot I & Lot 2 of Block 4, a subdivision in Hamilton County, Indiana, as per plat thereof, recorded September 12.. 2000, as Instrument 2000-45585, in the Office of the Recorder of Hamilton County, Indiana. Excepting therefrom: That part of the above-describcd real estate which lies within the following description: A part of the Southwest Quarter and a part of the Northwest Quarter of Section 7, Township 17 North, Rangc 3 East, of the Second Principal Meridian, Hamilton County, Indiana, and born( all that part of the grantor's land lying within the right of way lines of Parcel 14A as depicted on the attached Right of Way Parcel Plat, also described as follows: Commencing at the southwest corner of the Southeast Quarter of said Northwest Quarter; thence North 89 degrees 35 minutes OS seconds East 112.339 meters (365.56 feet) (367.43 feet by Instrument 9709725450) along the South line of said quarter -quarter section to the eastern line of a tract con-,eved by Mayflower Office Building, LLC to Resort Condominiums International, LLC as recorded by Instrument 9509839558 in the Office of the Recorder of Hamilton County, Indiana; thence continuing North 89 degrees 35 minutes 05 seu-nds East 169.871 meters (557.32 feet) (556.92 feet by Instrument 9709725450) along said south line to the centerline of U.S.R. 421 (incorrectly called out as westerly right of way by Instrument 9709725450): thence South 89 degrees 35 minutes 05 seconds West 16.262 meters (53.35 feet) along said south line to the southwestern boundary of U.S.R. 421 and the POINT OF BEGINNING of this description; thence South 20 degrees 50 minutes 34 seconds East 22.1/58 meters (74.67 feet) alongb sa'uboundary ry o the north line of said Resort Condominium.,, International LLC tract; thence South 89 degrees 35 minutes 05 seconds West 5.019 meters (16.66 feet) along said north line; thence Northwesterly 87.777 metcr(287.98 feet) along an arc to the right and having a radius of 69642.131 meters (228484.68 feet) and subtended by a long chord having a bearing of North 20 degrees 48 minutes 52 seconds West and a length of 87.777 meters (287.98 feet) to point "529" as shown on said Right of Way Parcel Plat; thence North I5 degrees 03 minutes 4! seconds West 4.757 meters (15.71 feet) to the north line of said grantors land; thence North 83 degrees 29 minutes 05 seconds East 4.419 meters (14.50 feet) along said north line of the southwcstcm boundary of U.S.R. 421: thence along said boundary Southeasterly 70.461 meters (23 L t7 feet) along an arc to the left and having t s t n subtended alum= chord having a a radius of 0637.371 meter. (2284(19.07 Tec) and by g bearing of South 20 degrees 48 minutes 16 seconds East and a length of 7(1.461 meters (231.!7 feet) to the Point Of Beginning. KAIIIIIIIIINPAk 0' 30' 60' SCALE: 1"=30' SURVEYOR'S NOTES 1. This plat of an ALTA/AGSM LAND TITLE SURVEY is based upon the Chicago Title Insurance Company commitment for title insurance having Order No. 450009 and the effective date of January 27, 2012. 2. No comment is made regarding the following Exceptions in Schedule B -Section 2 of the commitment for title insurance: 1-13. 3. The following notes are keyed to the item numbers in the commitment for title insurance. Item 14: Easements as depicted and established by the plat of Mayflower Park Secondary F:.nal Plat for Lot I & Lot 2 of Block 4 per Instrument Number 200000051498 - Affects the subject parcel. There no new easements created by the plat. All existing easements shown on the plat arc shown on this survey. Item 15: Building setback lines as depicted on and established by the plat of Mayflower Park Secondary Final Plat for Lot & Lot 2 of Block 4 per Instrument Number 200000051495 - Affects the subject parcel. All building setback lutes shown on the plat are shown on this survey. Item 16: Declaration of Covenants and Easements per Instrument Number 9709725451 - Affects Lots I and 2 of the subject parcel only. The document lists easements for Access and Parking, Utilities, Drainage and Irrigation, and Sign,. All, except the sign casement, are blanket in nature and cannot be graphically depicted. The sign casement is defined in the First Amendment, below. First Amendment to Declaration of Covenants and Easements per Instrument Number 9809839556 - Document amends Declaration to define location of sign easement and natural areas. Neither of which are on the subject parcel. Second Amendment to Declaration of Covenants and Easements per Instrument Number 200000051498 - Documents amends Declaration to redefine location of sign casement which does not affect the subject parcel. The document also lists other restrictions which affect the subject parcel but cannot be plotted. Third Amendment to Declaration of Covenants and Easements per Instrument Number 200100013264 - Does not affect subject parcel. Fourth Amendment to Declaration of Covenants and Easements per Instrument Number 200300003166 - Does not affect subject parcel. First Limitation of Declaration of Covenants and Easements per Instrument Number 9809833817 - Does not affect subject parcel. First Limitation of Declaration of Covenants and Easements per Instrument Number 98098,9560 - Does not affect subject parcel. Third Limitation of Declaration of Covenants and Easements per Instrument Number 200600068674 - Does not affect subject parcel. Fifth Amendment to Declaration of Covenants and Easements per Instrument Number 2008005293 - Does not affect subject parcel. Item 17: State of Indiana Department of T-ansportation Future Traffic Signal Covenant per Instrument Number 9709746060 - Affects Lots 1 and 2 of the subject parcel only. Nothing to plot. Iter 18: Non -Exclusive Ameritech General Easement per Instrument Number 9809813032 - Docs not affect the subject pare = I. Item 19: Electric Linc Easement per Deed Record 264, Pages 376-377 - Affects the subject parcel in the northern portion of Lot 1. Item 20: Right -of -Way Grant per Instrument Number 200200003586 - Affects the C & E parcel at the northeast corner. The document includes a right-of-way grant and a temporary casement. but Instrument Number 200200003586 was re-recorded as Instrument Number 200400069564 because the easement was prematurely released. Release of Easements Taken for Temporary Right -of -Way per Instrument Number 200300119691 - Releases temporary easement described in Instrument Number 200200003586, but Instrument Number 200200003586 was re-recorded as Instrument Number 200400069564 because the easement was prematurely released. Right -of -Way Grant per Instrument Number 200400069564 - Rc-recording of Instrument Number 200200003586 because the temporary casement was prematurely released. See the Surveyor's Report, paragraph C, for a discussion of the location of the right-of-way grants. Item 21: Memorandum of Lease per Instrument Number 9809800099 - Affects the C & E parcel. Nothing to plot Item 22: Grant of Sewer Easement per Instrument Number 9709747123 - Affects the subject parcel in the northern portion of Lot 1. Item 23: Electric Line Easement per Instrument Number 97 ()9756466 _ 6466 -Affects the subject parcel alongo the line between Lots I and 2. Item 24. Grant of Access and Utility Easement Iustrum nt Number _00000) 2 4 - Affect the subject parcel. This document describes the easement area as being all of Lot 2 - Block 4 of the Mayflower Park Subdivision that lies outside of the right-of-wav for Michigan Road. Item 25: Grant of Access Easement per Instrument Number 200000049297 - Docs not affect the subject parcel. Easement now falls within the right-of-way of Michigan Road. Item 26: Grant of Access and Utility Easement per Instrument Ntunber 9809830554 - Affect the subject parcel. This document describes the casement arca as being all of Lot 2 - Block 4 of the Mayflower Park Subdivision. Iter 27: Memorandum of Right of First Refusal per Instrument Number 9809872426 - Affects Lots 1 and 2. Nothing to plot. Waiver of Right of First Refusal per Instrument Number 200000040833 - Affects the subject parcel. Removes Lot I from the Right of First Refusal. Waiver of First Rights of Refusal per Instrument Number 200000049295 - Affects the subject parcel. Removes Lot I From the Right of First Refusal, 4. The purpose of this survey w as to rctrace and mouununt the boundary of the beet of la,u! described herein and provide topo aphic :nfurmation tier the site. 5- This plat of an ,ALTA/ACSM LAND TITLE StiRVF.Y represents the conditions of the sito on February 16, 2012 6. The accuracy of any flood hazard data shown on this survey is <ubicct to map scale uncertainty and to any other uncertainty in location or elc�a0un on ate referenced Floud Insuranc: Rate Map. Flood Insurance Rate :Map having Community Pancl Number 150010 0353 E (effective date January 18 10 11) of the National Floud InSnrance Program indicates this site to be wrthnt zone -X­(areas determined to be uutsrde 500 -,\ear Iloodplain). 7. Basis of Bearing System: The south line of the Southeast Quarter of the Northwest Quarter of Section 7. Township 17 North Range 3 East bears North 1,9 dcgrecs 40 minutes 22 seconds East per the Indiana State Plane Coordinate System East Zone. N The locations of any underground utilities shown un this plai arc based upon above Qruund cvidcncc ( including, but not r• t 'i s ' \ and r lino �d u, nt, nlwlc , ml�t . n d marks made on the round by others) and arc speculative in nature. 1here utay be undergniund utilities fur w-hich there is no above (Bound cvidcncc or for which the above ground cvidcncc was not observed ('.e. buried or paved uv co 0. the dill] cnswris of the buildin':ie estciiort -footprirnt ,1 dimcusiorls and the areo of the building is the `fi,ntprinf arca. Ili. American Structurcpuint. Inc. makes no warranty either expressed ur impli:d, as to our staking, undines, ) s s ec , l. - t recommendations, uI Ian 1 ��iticat ons. or prufessiuna. advncc except that the work w<ts performed pursuant .0 cnerall accepted standards of practice and de'rrce of care exercised by ntentbcrs Of the same profession un protects of c.nnparable size and complexity. As used in this survey, the word certify (certified, :­ertificatiun, and,w-ceniiicatc) shall be interpreted - professional , t i. a. meaning a 01 uuun regarding the conditions of those tarts andror findings which arc the subject ufthc certification and docs not constitute a warranty or guarantee, either express or implied. 11. This plat of an ALTA/ACSM LAND TITLE SURVEY represents a survey made tinder my supervision and in compliance with 'Rule I"' of 'TITLE 865 of the INDIANA ADMINISTRATIVE CODE (establishes minimum standards for the competent practice of land surveying) and the MINIMUM STANDARD DETAIL REQUIREMENTS and CLASSIFICATIONS for ALTA/ACSM LAND TITLE SURVEYS (a copy of which is attached hereto and is hereby made a part hereof) with corners established as shown. QD DRAINAGE MANHOLE WATER VALVE ® DRAINAGE INLET ® MONITORING WELL SURVEYOR'S CERTIFICATION 'ALTA/ACSM LAND TITLE SURVEY PREPARED FOR: GUY WIRE 0 ABANDONED UTILITY POLE BUSH SW CORNER OF MICHIGAN RD & RETAIL PKWY DARDEN RESTAURANTS, INC. � RIGHT-OF-WAY MARKER To GMRI, Inc., C & E Rental, Inc., 421 Mayflower Park, LLC and Chicago Title Insurance Company: CARMEL, INDIANA O CLEAN OUT CONIFEROUS TREE This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2011 Minimum Standard Q SANITARY MANHOLE p► TREE STUMP Detail Requirements for ALTA/ACSM Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 1 afrrrt, under penalties far perjurK to � SIGN J l 3, 4, 5, 6(a), 7(a), 7(b)(1), 7(c), 8, 9, I I(a), 11(b), 13, 14 and 16 of Table A thereof. The field work was completed on February 16, 2012. that I ham taken reasonable care > c LIGHT POLE DECIDUOUS TREE redact each Social Security number in this document, unless required by . �} GAS MARKER a BURIED ELECTRIC LINE This document is not valid unless imprinted with a land surveyor's seal. IOW. O ■ AMERICAN 7260 SHADELAND STATION UTILITY POLE fo BURIED FIBER OPTIC LINE INDIANAPOLIS,4256-3957 ® TELEPHONE HANDHOLE t BURIED TELEPHONE LINE ■■ STRUCTUREPOINT TEL 317.57.5580FAX 37.543 0270 TELEPHONE MARKER g BURIED GAS LINE INC. www.structurepoi�it.com p TELEPHONE PEDESTAL w BURIED WATER LINE JI( TELEPHONE BOX oho OVERHEAD ELECTRIC LINE Michael J. Smith ❑ DETECTOR HOUSING otr OVERHEAD TRAFFIC LINE Professional Land Surveyor 20500025 ® TRAFFIC MANHOLE tr TOP OF RIM ELEVATION msmith(custructurepoint.com TRAFFIC POLE inv INVERT ELEVATION Date: SCALE: 1" = 30' REVISIONS DATE SHEET NO. vcp CLAY PIPE FIRE HYDRANT rcp REINFORCED CONCRETE PIPE DATE: 04-04-2012 pvc PLASTIC PIPE DRAWN BY: CMM CHECKED BY: MJS JOB NO. 201200250 ARCHIVE NO. C1.2 C\ U TELEPHONE ELECTRIC A 82 — BUSINESS DISTRICT A PRIMARILY FOR HEAVY 1 COMMERCIAL --AND OFFICE -- USES TO BE DEVELOPED AS A UNIT OR ON TREE A INDIVIDUALPARCELS. T RM M N KMW WWI belOW. Call _befese ym dig,!. 0 30' 60' GRAPHIC SCALE 30' GENERAL DEMOLITION NOTES 1. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED 0 RIGHT—OF—WAY. 2. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE EXISTING STRUCTURES, RELATED UTILITIES, PAVING, AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. 4. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS. 5. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 6. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 7. IF DEMOLITION OR CONSTRUCTION ON SITE WILL INTERFERE WITH THE ADJACENT PROPERTY OWNER'S TRAFFIC FLOW, THE CONTRACTOR SHALL COORDINATE WITH ADJACENT PROPERTY OWNER, TO MINIMIZE THE IMPACT ON TRAFFIC FLOW. TEMPORARY RE—ROUTING OF TRAFFIC IS TO BE ACCOMPLISHED BY USING DOT APPROVED TRAFFIC BARRICADES, BARRELS, AND/OR CONES. TEMPORARY SIGNAGE AND FLAGMEN MAY BE ALSO NECESSARY. 8. CONTRACTOR SHALL NOT DEMOLISH ANYTHING OUTSIDE THE GMRI, INC. LEASE/PROPERTY LINE UNLESS SPECIFICALLY MENTIONED ON THIS SHEET. 9. QUANTITIES DEPICTED ON THIS SHEET SHALL SERVE AS A GUIDE ONLY. CONTRACTOR TO VERIFY ALL DEMOLITION QUANTITIES. 10. PRIOR TO BIDDING AND CONSTRUCTION, CONTRACTOR TO REFER TO OWNER PROVIDED PHASE I AND II ENVIRONMENTAL SITE ASSESSMENT FOR SITE SPECIFIC CONDITIONS AND CONSIDERATIONS. 11. CONTRACTOR SHALL BEGIN CONSTRUCTION OF ANY LIGHT POLE BASES FOR RELOCATED LIGHT FIXTURES AND RELOCATION OF ELECTRICAL SYSTEM AS SOON AS DEMOLITION BEGINS. CONTRACTOR SHALL BE AWARE THAT INTERRUPTION OF POWER TO ANY LIGHT POLES OR SIGNS SHALL NOT EXCEED 24 HOURS. 12. EROSION CONTROL MUST BE ESTABLISHED PRIOR TO ANY WORK ON SITE INCLUDING DEMOLITION. REFER TO SHEET C2.2 TO C2.4. DEMOLITION NOTE LEGEND AO ITEM TO REMAIN, PROTECT DURING CONSTRUCTION CURB REMOVAL �C X - X UTILITY REMOVAL OD ASPHALT PAVEMENT REMOVAL OE �� CONCRETE REMOVAL (NOT USED) OF GRAVEL REMOVAL G X ITEM TO BE REMOVED O FENCE REMOVAL lO BRUSH REMOVAL i FLOOD PLAIN: THE SUBJECT PROPERTY IS LOCATED OUTSIDE OF THE 100—YR AND 500—YR FLOODPLAIN. Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 �....... T ER��F No. x" -aE11011 ' / E 6F � ` �0ic�; .•NO/ANP. ���� /ONAI EAG\�\ //////lllllll 1111111111\U\\ Signature: 08-23-12 . z Q VJ i LU I( z i pJ I i i I � jIssue Date: i__ --v-5/21112 i 1 REVISION INFORMATION 1 06-29--2012 PLAN REVIEW COMMENTS 2 08-17-2012 PLAN REVIEW COMMENTS Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76!_ - WD CARMEL, IN DRAWING DEMOLITION PLAN C2.1 NOTE: IF RETAIL PARKWAY IS NOT CONSTRUCTED I, AT THE TIME OF OLIVE GARDEN CONSTRUCTION, CONSTRUCTION ENTRANCE SHALL BE PLACED OFF OF MICHIGAN ROAD. CONTRACTOR TO COORDINATE LOCATION WITH CITY AND ENGINEER. i k 893�,� IP \ RR „\ W •4 W W W •Y .. I yMAwa�M-���"k?�� ` �+ � 'Y W •i W W W W W W W W W •Y W W V' •1r y W W V � ■ J' W W W W W f SF W W N � •��� 0 d W y W N N U -0 C: 0 C) 0 U N N U I U) 0 0 0 Q U c 0 N Z_ I (D a U �I a� a 0 NI 0 r7 0 w 0 J �I z i Y a� 0 C: 0, C O L IP -893 892 - �TAI�PA sF ,,. •Y W W W r W •Y W W •Y�,: :J v s \. TEMPORARY SP W \ \ ` W ,� STOCKPILE .. �. W W �. .r \ -�* \ ,�. \�\�,•`',�r�\\\�'�� ` \ x W •Y J' ggAr1,6g�' RR \y .y p. �cA\0 , 3 TEMPORARY AND PERMANENT STORM WATER QUALITY MEASURES (SEE PLAN FOR DETAILS) 1. SILT FENCE - A SILT FENCE IS A SYNTHETIC PERMEABLE MESH FABRIC TYPICALLY INCORPORATING WOODEN SUPPORT STAKES AT INTERVALS SUFFICIENT TO SUPPORT THE FENCE AND WATER AND SEDIMENT RETAINED BY THE FENCE. SILT FENCE IS ALSO AVAILABLE WITH A WIRE MESH BACKING. THE FENCE IS DESIGNED TO RETAIN SEDIMENT -LADEN WATER TO ALLOW SETTLEMENT OF SUSPENDED SOILS BEFORE FILTERING THROUGH THE MESH FABRIC FOR DISCHARGE DOWNSTREAM. SILT FENCE SHALL BE LOCATED TO CAPTURE OVERLAND, LOW-VELOCITY SHEET FLOWS AS FOLLOWS: SILT FENCE SHALL BE INSTALLED AROUND ALL DISTURBED AREAS ON-SITE AND OFF-SITE. SILT FENCE HAS CAPACITY TO HANDLE 110 FEET UPSLOPE PER FOOT OF SILT FENCE. INSTALL SILT FENCE AT A FAIRLY LEVEL GRADE (ALONG THE CONTOUR) TO PROVIDE SUFFICIENT UPSTREAM STORAGE VOLUME FOR THE ANTICIPATED RUNOFF. 2. STORM SEWER INLET PROTECTION -GRATED INLETS ARE PROTECTED FROM THE INTRUSION OF SILT AND SEDIMENT THROUGH A VARIETY OF MEASURES AS SHOWN ON THE CONSTRUCTION DRAWINGS. THE PRIMARY MECHANISM IS TO PLACE CONTROLS IN THE PATH OF FLOW SUFFICIENT TO SLOW SEDIMENTLADEN WATER TO ALLOW SETTLEMENT OF SUSPENDED SOILS BEFORE DISCHARGING INTO THE STORM SEWER. CONTROLS TYPICALLY PROVIDE A SECONDARY BENEFIT FI BY MEANS OF FILTRATION. GRATED INLETS TYPICALLY INCLUDE S A STURDY FRAME WRAPPED IN SILT FENCE OR CRUSHED STONE -LINED PERIMETER TO SLOW THE FLOW OF WATER. 3. CONCRETE WASHOUT AREA - THE CONCRETE WASHOUT AREA IS USED O CONTAIN CONCRETE AND LIQUIDS IDS WHEN THE CONCRETE MIXERS AND TRUCKS ARE RINSED OUT AFTER DELIVERY. IT IS AN ON-SITE DESIGNATED CLEANING AREA. THE WASHOUT FACILITY CONSOLIDATES SOLIDS FOR EASIER DISPOSAL AND PREVENTS RUNOFF OF LIQUIDS. 4. INLET/OUTLET PROTECTION - RIPRAP SHALL BE PLACED AT THE ENTRANCE AND EXIT POINTS OF FLARED END SECTIONS TO PROVIDE ADDITIONAL EROSION CONTROL MEASURES AND ALSO TO SERVE AS STORMWATER VELOCITY DISSIPATION DEVICES. 3 05120201120080,05120201090070. L L, 3 2. NAME OF ALL RECEIVING WATERS CROOKED CREEK. iu 3. ESTIMATED PEAK DISCHARGE FOR POST CONSTRUCTION ° 3.67 CFS N 0 4. LOCATIONS WHERE STORMWATER DISCHARGE LEAVES SITE SEE PLAN. U a s 5. LOCATIONS WHERE STORMWATER DISCHARES INTO GROUNDWATER NO ABANDONED WELLS OR SINKHOLES LOCATED WITHIN PROPERTY LIMITS. ° 10. LOCATION OF PROPOSED STOCKPILES, BORROW, AND DISPOSAL AREAS SEE PLAN. U 6. EXISTING SOIL LIMITATIONS AND RECOMMENDATIONS (SEE PLAN FOR DETAILS) E C v 0 Q a� a C .21 v 0 N Q U 0 U s iv L 0 C 4) 0 70 V) L H 1. INITIALLY, ANY VEGETATION, ORGANIC LADEN SOIL. AND OTHER UNSUITABLE MATERIALS MUST BE REMOVED FROM THE PROPOSED BUILDING AND PAVEMENT AREAS. 2. SINCE THIS SITE PREDOMINANTLY CONSISTS OF FINE-GRAINED COHESIVE SOILS, IT MAY BECOME DIFFICULT TO ACHIEVE THE REQUIRED SOIL COMPAC11ON AND SUBGRADE STABILITY DUE TO HIGH SOIL MOISTURE CONTENTS. AERATION AND DRYING OF SOME OF THE WETTER ON-SITE INSITU SOILS WILL BE REQUIRED DURING SITE GRADING AND COMPACTING OPERATIONS. REDUCING THE MOISTURE CONTENT OF THE FINE-GRAINED COHESIVE SOILS (I.E., THE UPPER SILTY CLAY ENCOUNTERED IN EACH OF PSIS TEST BORINGS) MAY BE NECESSARY TO ACHIEVE PROPER COMPACTION AND ESTABLISH STABLE SUBGRADE CONDI11ONS FOR SUPPORT OF FOUNDATIONS, FLOOR SLABS, AND PAVEMENTS. IF GRADING AND COMPACTION OPERATIONS TAKE PLACE DURING A WET OR COLD SEASON OF THE YEAR, LIME STABILIZATION (OR OTHER FORM OF CHEMICAL MODIFICATION) MAY BE NECESSARY TO EXPEDITE SITE GRADING AND ACHIEVE THE REQUIRED LEVEL OF SOIL COMPACTION. 3. PLEASE NOTE THAT THE DEGREE OF SOIL DRYING OR CHEMICAL MODIFICATION REQUIRED WILL DEPEND TO A LARGE EXTENT ON THE WEATHER CONDITIONS, SEASONAL PRECIPITATION, CONSTRUCTION SCHEDULE, AND ALSO THE METHODS AND TECHNIQUES EMPLOYED BY THE CONTRACTOR. THE MOST APPROPRIATE SOIL STABILIZATION METHODOLOGIES SHOULD BE DETERMINED AT THE TIME OF CONSTRUCTION. 4. TREATMENT OF SOFT, EXCESSIVELY MOIST, AND/OR PLASTIC SOILS WILL BE TIME CONSUMING AND WILL INCREASE THE PROJECT BUDGET. GRADING OPERATIONS MAY INVOLVE HANDLING THESE SOILS MORE THAN ONCE IN ORDER TO ACHIEVE PROPER PLACEMENT AND COMPACTION. IF UNIT PRICES FOR EARTHWORK OPERATIONS ARE ESTABLISHED, THEY SHOULD BE EXAMINED CLOSELY BEFORE THE CONTRACT IS EXECUTED. THE CONSTRUCTION BUDGET SHOULD PROVIDE AN ALLOWANCE FOR STABILIZING, RE -COMPACTING, OR UNDERCUTTING AND REPLACING SOFT OR LOOSE SUBGRADE SOILS. IF UNDERCUTTING IS A PAY ITEM, THEN UNDERCUT VOLUMES SHOULD BE DETERMINED BY FIELD MEASUREMENT. METHODS SUCH AS COUNTING TRUCKS SHOULD NOT BE USED FOR DETERMINATION OF UNDERCUT VOLUME, AS THEY ARE LESS ACCURATE. 5. AFTER STRIPPING TO REMOVE WET OR ORGANIC LADEN SOILS, AS REQUIRED, THE CONSTRUCTION AREAS SHOULD BE PROOFROLLED WITH A LOADED, PNEUMATIC -TIRED VEHICLE (A MINIMUM WEIGHT OF 10 TONS AND A MAXIMUM WEIGHT OF 25 TONS), SUCH AS A LOADED TANDEM AXLE DUMP TRUCK OR SIMILAR RUBBER TIRED VEHICLE. SOILS THAT ARE OBSERVED TO RUT, WAVE, OR DEFLECT EXCESSIVELY UNDER THE MOVING LOAD, OR ARE OTHERWISE JUDGED TO UNSUITABLE, SHOULD EITHER BE PROCESSED AND RE -COMPACTED OR UNDERCUT AND REPLACED WITH PROPERLY COMPACTED FILL THE DECISION AS TO THE MOST APPROPRIATE METHOD OF REMEDIAL ACTION WHERE PROBLEMS ARE ENCOUNTERED SHOULD BE MADE BY THE GEOTECHNICAL ENGINEER BASED ON THE SITE CONDITIONS AT THE TIME OF CONSTRUCTION. STORM •WATER DISCHARGE 14. SWPPP PROJECT SITE CONTACT: GMRI, INC 1000 DARDEN CENTER DRIVE ORLANDO, FL 32837 TEL: (407) 245--5935 FAX: (407) 342-6781 CONTACT: JACK DEGAGNE © PLAN REVISED PER CITY COMMENTS AND SITE PLAN REVISIONS 7. POTENTIAL POLLUTANT SOURCES 1. SIGNIFICANT MATERIAL INVENTORY 1.1. THE VEHICLES USED BY THE FACILITY POSE A THREAT TO STORM WATER RUNOFF. STORM WATER IN THE AREA COULD BE CONTAMINATED BY AUTOMOBILE FLUIDS CONTAINING HEAVY METALS, OIL, GREASE, AND ALCOHOLS. FUELING OF VEHICLES SHOULD OCCUR ONLY IN MAINTENANCE GARAGES, OR OTHER APPROVED LOCATIONS. CONCRETE PAVEMENT SHOULD BE LAID IN FUELING AREAS, AND APPROPRIATE DRAIN COLLECTION SYSTEMS (INDEPENDENT OF STORM SEWER SYSTEMS) SHALL BE INSTALLED. THE VEHICLES SHOULD BE MAINTAINED REGULARLY TO AVOID LEAKAGE. 1.2. THE BITUMINOUS ASPHALT THAT IS BEING LAID ALSO POSES A POTENTIAL POLLUTION RISK. WHEN THE ASPHALT COMES IN CONTACT WITH RAINWATER, PETROLEUM SURFACTANTS CAN BE LIFTED FROM THE ASPHALT AND TRANSPORTED INTO THE STORM SEWER. THESE POLLUTANTS CAN BE HARMFUL TO ANIMALS. 2. POTENTIAL POLLUTANTS 2.1. SOLID WASTE DISPOSAL - NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, ARE ALLOWED TO BE DISCHARGED FROM THE SITE VIA STORMWATER. ALL SOLID WASTE, INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE MAJOR CONSTRUCTION ACTIVITIES, MUST BE COLLECTED AND PLACED IN CONTAINERS. ALL CONTAINERS (DUMPSTERS) MUST BE COVERED. INDIANA'S SOLID WASTE REGULATIONS REQUIRE THAT CONSTRUCTION AND DEMOLITION WASTE BE TAKEN TO A PERMITTED SANITARY LANDFILL NO LIQUIDS OR HAZARDOUS WASTE WILL BE ACCEPTED. THE CONTRACTOR SHALL CONTACT THE NEAREST IDEM FIELD OFFICE TO DETERMINE THE NEAREST PERMITTED SANITARY LANDFILL. NO RUBBLE MAY BE PLACED WITHIN WATERWAYS, FLOODPLAINS, OR WETLANDS WITHOUT IDEM OR JURISDICTION APPROVAL. 2.2. SANITARY FACILITIES - ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AND LOCAL SANITARY OR SEPTIC SYSTEM REGULATIONS. TEMPORARY SANITARY FACILITIES WILL BE PROVIDED AT THE SITE THROUGHOUT THE CONSTRUCTION PHASE. THEY MUST BE UTILIZED BY ALL CONSTRUCTION PERSONNEL AND WILL BE SERVICED BY A COMMERCIAL OPERATOR. 2.3. HAUL MATERIALS - ALL MATERIALS HAULED TO OR FROM THE SITE SHOULD BE SECURED TO PREVENT LITTERING AND ANY SPILLS MUST BE CLEANED UP IMMEDIATELY. 2.4. CONCRETE/MASONRY - A CONCRETE/MASONRY WASHOUT SHALL BE PRESENT ONSITE. CONTRACTOR SHALL NOT USE UNLINED EARTHEN PITS BUT SHALL ENSURE THAT THE WASHOUT IS AN APPROPRIATE SIZE AND INCLUDES A LINING AND SOMETHING TO PREVENT THE POLLUTANTS FROM REACHING THE STORM SEWER SYSTEM AND THE SOILS ONSITE. A PREFABRICATED WASHOUT IS RECOMMENDED. TO PROLONG THE LIFE OF PREFABRICATED WASHOUTS, SCRAPINGS MAY BE STOCKPILED NEXT TO THE WASHOUT, PROVIDED THE WASHOUT AND STOCKPILE ARE REGULARLY MAINTAINED, LEGIBLY SIGNED WITH USE INSTRUCTIONS, AND THE AREA RESTORED TO PREVIOUS CONDITIONS WHEN FINISHED. 3. DISPOSAL OF SOIL IN THIS REGARD, POTENTIALLY POLLUTING SUBSTANCES 9. EROSION CONTROL SCHEDULE AND SEQUENCING: Vs ID 12. TEMPORARY EROSION CONTROL NOTES I. ROUGH GRADING CONSTRUCTION ENTRANCE/EXIT, SILT FENCE SILT FENCE (SEE DETAIL, SHEET C2.4) PROTECTION, AND STONE OVERFLOW IP IP ® THE INITIATION OF ROUGH GRADING, AS NEEDED. IL UTILITY EB INSTALLATION ao RR O NECESSARY DURING UTILITY INSTALLATION. \ \ CURB STORM INLET PR07EC71ON SHALL BE INSTALLED AS STORM DRAINAGE SYSTEM IS y y y CONSTRUCTED. M. PAVING ALL PRIOR EROSION CONTROL MEASURES ANJ 1�G\5 Te. INSTALLED ABOVE TO BE MAINTAINED AS 48 NECESSARY DURING PAVING AND THROUGHOUT PROPOSED CONTOURS THE REMAINDER OF THE PROJECT. IV. FINAL GRADING/SOIL ALL TEMPORARY EROSION CONTROL MEASURES STABIUZA710NI TO BE REMOVED AT THE CONCLUSION OF THE LANDSCAPING PROJECT AS DIRECTED BY THE CITY AND NPOES \\ \: PERMIT. LTJ Q 3 � \ p o REVISION INFORMATION R o PLAN REVIEW COMMENTS E PLAN REVIEW COMMENTS U\\Q \ 3 09-20-2012 BUILDING CHANGES ` L Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD >- PROTOTYPE P76L - WD c o CARMEL, IN DRAWING SWPPP FOR CONSTRUCTION C2.2 N N U -0 C: 0 C) 0 U N N U I U) 0 0 0 Q U c 0 N Z_ I (D a U �I a� a 0 NI 0 r7 0 w 0 J �I z i Y a� 0 C: 0, C O L IP -893 892 - �TAI�PA sF ,,. •Y W W W r W •Y W W •Y�,: :J v s \. TEMPORARY SP W \ \ ` W ,� STOCKPILE .. �. W W �. .r \ -�* \ ,�. \�\�,•`',�r�\\\�'�� ` \ x W •Y J' ggAr1,6g�' RR \y .y p. �cA\0 , 3 TEMPORARY AND PERMANENT STORM WATER QUALITY MEASURES (SEE PLAN FOR DETAILS) 1. SILT FENCE - A SILT FENCE IS A SYNTHETIC PERMEABLE MESH FABRIC TYPICALLY INCORPORATING WOODEN SUPPORT STAKES AT INTERVALS SUFFICIENT TO SUPPORT THE FENCE AND WATER AND SEDIMENT RETAINED BY THE FENCE. SILT FENCE IS ALSO AVAILABLE WITH A WIRE MESH BACKING. THE FENCE IS DESIGNED TO RETAIN SEDIMENT -LADEN WATER TO ALLOW SETTLEMENT OF SUSPENDED SOILS BEFORE FILTERING THROUGH THE MESH FABRIC FOR DISCHARGE DOWNSTREAM. SILT FENCE SHALL BE LOCATED TO CAPTURE OVERLAND, LOW-VELOCITY SHEET FLOWS AS FOLLOWS: SILT FENCE SHALL BE INSTALLED AROUND ALL DISTURBED AREAS ON-SITE AND OFF-SITE. SILT FENCE HAS CAPACITY TO HANDLE 110 FEET UPSLOPE PER FOOT OF SILT FENCE. INSTALL SILT FENCE AT A FAIRLY LEVEL GRADE (ALONG THE CONTOUR) TO PROVIDE SUFFICIENT UPSTREAM STORAGE VOLUME FOR THE ANTICIPATED RUNOFF. 2. STORM SEWER INLET PROTECTION -GRATED INLETS ARE PROTECTED FROM THE INTRUSION OF SILT AND SEDIMENT THROUGH A VARIETY OF MEASURES AS SHOWN ON THE CONSTRUCTION DRAWINGS. THE PRIMARY MECHANISM IS TO PLACE CONTROLS IN THE PATH OF FLOW SUFFICIENT TO SLOW SEDIMENTLADEN WATER TO ALLOW SETTLEMENT OF SUSPENDED SOILS BEFORE DISCHARGING INTO THE STORM SEWER. CONTROLS TYPICALLY PROVIDE A SECONDARY BENEFIT FI BY MEANS OF FILTRATION. GRATED INLETS TYPICALLY INCLUDE S A STURDY FRAME WRAPPED IN SILT FENCE OR CRUSHED STONE -LINED PERIMETER TO SLOW THE FLOW OF WATER. 3. CONCRETE WASHOUT AREA - THE CONCRETE WASHOUT AREA IS USED O CONTAIN CONCRETE AND LIQUIDS IDS WHEN THE CONCRETE MIXERS AND TRUCKS ARE RINSED OUT AFTER DELIVERY. IT IS AN ON-SITE DESIGNATED CLEANING AREA. THE WASHOUT FACILITY CONSOLIDATES SOLIDS FOR EASIER DISPOSAL AND PREVENTS RUNOFF OF LIQUIDS. 4. INLET/OUTLET PROTECTION - RIPRAP SHALL BE PLACED AT THE ENTRANCE AND EXIT POINTS OF FLARED END SECTIONS TO PROVIDE ADDITIONAL EROSION CONTROL MEASURES AND ALSO TO SERVE AS STORMWATER VELOCITY DISSIPATION DEVICES. 3 05120201120080,05120201090070. L L, 3 2. NAME OF ALL RECEIVING WATERS CROOKED CREEK. iu 3. ESTIMATED PEAK DISCHARGE FOR POST CONSTRUCTION ° 3.67 CFS N 0 4. LOCATIONS WHERE STORMWATER DISCHARGE LEAVES SITE SEE PLAN. U a s 5. LOCATIONS WHERE STORMWATER DISCHARES INTO GROUNDWATER NO ABANDONED WELLS OR SINKHOLES LOCATED WITHIN PROPERTY LIMITS. ° 10. LOCATION OF PROPOSED STOCKPILES, BORROW, AND DISPOSAL AREAS SEE PLAN. U 6. EXISTING SOIL LIMITATIONS AND RECOMMENDATIONS (SEE PLAN FOR DETAILS) E C v 0 Q a� a C .21 v 0 N Q U 0 U s iv L 0 C 4) 0 70 V) L H 1. INITIALLY, ANY VEGETATION, ORGANIC LADEN SOIL. AND OTHER UNSUITABLE MATERIALS MUST BE REMOVED FROM THE PROPOSED BUILDING AND PAVEMENT AREAS. 2. SINCE THIS SITE PREDOMINANTLY CONSISTS OF FINE-GRAINED COHESIVE SOILS, IT MAY BECOME DIFFICULT TO ACHIEVE THE REQUIRED SOIL COMPAC11ON AND SUBGRADE STABILITY DUE TO HIGH SOIL MOISTURE CONTENTS. AERATION AND DRYING OF SOME OF THE WETTER ON-SITE INSITU SOILS WILL BE REQUIRED DURING SITE GRADING AND COMPACTING OPERATIONS. REDUCING THE MOISTURE CONTENT OF THE FINE-GRAINED COHESIVE SOILS (I.E., THE UPPER SILTY CLAY ENCOUNTERED IN EACH OF PSIS TEST BORINGS) MAY BE NECESSARY TO ACHIEVE PROPER COMPACTION AND ESTABLISH STABLE SUBGRADE CONDI11ONS FOR SUPPORT OF FOUNDATIONS, FLOOR SLABS, AND PAVEMENTS. IF GRADING AND COMPACTION OPERATIONS TAKE PLACE DURING A WET OR COLD SEASON OF THE YEAR, LIME STABILIZATION (OR OTHER FORM OF CHEMICAL MODIFICATION) MAY BE NECESSARY TO EXPEDITE SITE GRADING AND ACHIEVE THE REQUIRED LEVEL OF SOIL COMPACTION. 3. PLEASE NOTE THAT THE DEGREE OF SOIL DRYING OR CHEMICAL MODIFICATION REQUIRED WILL DEPEND TO A LARGE EXTENT ON THE WEATHER CONDITIONS, SEASONAL PRECIPITATION, CONSTRUCTION SCHEDULE, AND ALSO THE METHODS AND TECHNIQUES EMPLOYED BY THE CONTRACTOR. THE MOST APPROPRIATE SOIL STABILIZATION METHODOLOGIES SHOULD BE DETERMINED AT THE TIME OF CONSTRUCTION. 4. TREATMENT OF SOFT, EXCESSIVELY MOIST, AND/OR PLASTIC SOILS WILL BE TIME CONSUMING AND WILL INCREASE THE PROJECT BUDGET. GRADING OPERATIONS MAY INVOLVE HANDLING THESE SOILS MORE THAN ONCE IN ORDER TO ACHIEVE PROPER PLACEMENT AND COMPACTION. IF UNIT PRICES FOR EARTHWORK OPERATIONS ARE ESTABLISHED, THEY SHOULD BE EXAMINED CLOSELY BEFORE THE CONTRACT IS EXECUTED. THE CONSTRUCTION BUDGET SHOULD PROVIDE AN ALLOWANCE FOR STABILIZING, RE -COMPACTING, OR UNDERCUTTING AND REPLACING SOFT OR LOOSE SUBGRADE SOILS. IF UNDERCUTTING IS A PAY ITEM, THEN UNDERCUT VOLUMES SHOULD BE DETERMINED BY FIELD MEASUREMENT. METHODS SUCH AS COUNTING TRUCKS SHOULD NOT BE USED FOR DETERMINATION OF UNDERCUT VOLUME, AS THEY ARE LESS ACCURATE. 5. AFTER STRIPPING TO REMOVE WET OR ORGANIC LADEN SOILS, AS REQUIRED, THE CONSTRUCTION AREAS SHOULD BE PROOFROLLED WITH A LOADED, PNEUMATIC -TIRED VEHICLE (A MINIMUM WEIGHT OF 10 TONS AND A MAXIMUM WEIGHT OF 25 TONS), SUCH AS A LOADED TANDEM AXLE DUMP TRUCK OR SIMILAR RUBBER TIRED VEHICLE. SOILS THAT ARE OBSERVED TO RUT, WAVE, OR DEFLECT EXCESSIVELY UNDER THE MOVING LOAD, OR ARE OTHERWISE JUDGED TO UNSUITABLE, SHOULD EITHER BE PROCESSED AND RE -COMPACTED OR UNDERCUT AND REPLACED WITH PROPERLY COMPACTED FILL THE DECISION AS TO THE MOST APPROPRIATE METHOD OF REMEDIAL ACTION WHERE PROBLEMS ARE ENCOUNTERED SHOULD BE MADE BY THE GEOTECHNICAL ENGINEER BASED ON THE SITE CONDITIONS AT THE TIME OF CONSTRUCTION. STORM •WATER DISCHARGE 14. SWPPP PROJECT SITE CONTACT: GMRI, INC 1000 DARDEN CENTER DRIVE ORLANDO, FL 32837 TEL: (407) 245--5935 FAX: (407) 342-6781 CONTACT: JACK DEGAGNE © PLAN REVISED PER CITY COMMENTS AND SITE PLAN REVISIONS 7. POTENTIAL POLLUTANT SOURCES 1. SIGNIFICANT MATERIAL INVENTORY 1.1. THE VEHICLES USED BY THE FACILITY POSE A THREAT TO STORM WATER RUNOFF. STORM WATER IN THE AREA COULD BE CONTAMINATED BY AUTOMOBILE FLUIDS CONTAINING HEAVY METALS, OIL, GREASE, AND ALCOHOLS. FUELING OF VEHICLES SHOULD OCCUR ONLY IN MAINTENANCE GARAGES, OR OTHER APPROVED LOCATIONS. CONCRETE PAVEMENT SHOULD BE LAID IN FUELING AREAS, AND APPROPRIATE DRAIN COLLECTION SYSTEMS (INDEPENDENT OF STORM SEWER SYSTEMS) SHALL BE INSTALLED. THE VEHICLES SHOULD BE MAINTAINED REGULARLY TO AVOID LEAKAGE. 1.2. THE BITUMINOUS ASPHALT THAT IS BEING LAID ALSO POSES A POTENTIAL POLLUTION RISK. WHEN THE ASPHALT COMES IN CONTACT WITH RAINWATER, PETROLEUM SURFACTANTS CAN BE LIFTED FROM THE ASPHALT AND TRANSPORTED INTO THE STORM SEWER. THESE POLLUTANTS CAN BE HARMFUL TO ANIMALS. 2. POTENTIAL POLLUTANTS 2.1. SOLID WASTE DISPOSAL - NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, ARE ALLOWED TO BE DISCHARGED FROM THE SITE VIA STORMWATER. ALL SOLID WASTE, INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE MAJOR CONSTRUCTION ACTIVITIES, MUST BE COLLECTED AND PLACED IN CONTAINERS. ALL CONTAINERS (DUMPSTERS) MUST BE COVERED. INDIANA'S SOLID WASTE REGULATIONS REQUIRE THAT CONSTRUCTION AND DEMOLITION WASTE BE TAKEN TO A PERMITTED SANITARY LANDFILL NO LIQUIDS OR HAZARDOUS WASTE WILL BE ACCEPTED. THE CONTRACTOR SHALL CONTACT THE NEAREST IDEM FIELD OFFICE TO DETERMINE THE NEAREST PERMITTED SANITARY LANDFILL. NO RUBBLE MAY BE PLACED WITHIN WATERWAYS, FLOODPLAINS, OR WETLANDS WITHOUT IDEM OR JURISDICTION APPROVAL. 2.2. SANITARY FACILITIES - ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AND LOCAL SANITARY OR SEPTIC SYSTEM REGULATIONS. TEMPORARY SANITARY FACILITIES WILL BE PROVIDED AT THE SITE THROUGHOUT THE CONSTRUCTION PHASE. THEY MUST BE UTILIZED BY ALL CONSTRUCTION PERSONNEL AND WILL BE SERVICED BY A COMMERCIAL OPERATOR. 2.3. HAUL MATERIALS - ALL MATERIALS HAULED TO OR FROM THE SITE SHOULD BE SECURED TO PREVENT LITTERING AND ANY SPILLS MUST BE CLEANED UP IMMEDIATELY. 2.4. CONCRETE/MASONRY - A CONCRETE/MASONRY WASHOUT SHALL BE PRESENT ONSITE. CONTRACTOR SHALL NOT USE UNLINED EARTHEN PITS BUT SHALL ENSURE THAT THE WASHOUT IS AN APPROPRIATE SIZE AND INCLUDES A LINING AND SOMETHING TO PREVENT THE POLLUTANTS FROM REACHING THE STORM SEWER SYSTEM AND THE SOILS ONSITE. A PREFABRICATED WASHOUT IS RECOMMENDED. TO PROLONG THE LIFE OF PREFABRICATED WASHOUTS, SCRAPINGS MAY BE STOCKPILED NEXT TO THE WASHOUT, PROVIDED THE WASHOUT AND STOCKPILE ARE REGULARLY MAINTAINED, LEGIBLY SIGNED WITH USE INSTRUCTIONS, AND THE AREA RESTORED TO PREVIOUS CONDITIONS WHEN FINISHED. 3. DISPOSAL OF SOIL IN THIS REGARD, POTENTIALLY POLLUTING SUBSTANCES 9. EROSION CONTROL SCHEDULE AND SEQUENCING: Vs ID 12. TEMPORARY EROSION CONTROL NOTES I. ROUGH GRADING CONSTRUCTION ENTRANCE/EXIT, SILT FENCE SILT FENCE (SEE DETAIL, SHEET C2.4) PROTECTION, AND STONE OVERFLOW IP STRUCTURES SHALL BE INSTALLED PRIOR TO ® THE INITIATION OF ROUGH GRADING, AS NEEDED. IL UTILITY ALL PRIOR EROSION CONTROL MEASURES INSTALLATION INSTALLED ABOVE TO BE MAINTAINED AS O NECESSARY DURING UTILITY INSTALLATION. TREE PROTECTION (SEE DETAIL, SHEET C2.4) CURB STORM INLET PR07EC71ON SHALL BE INSTALLED AS STORM DRAINAGE SYSTEM IS y y y CONSTRUCTED. M. PAVING ALL PRIOR EROSION CONTROL MEASURES ANJ 1�G\5 Te. INSTALLED ABOVE TO BE MAINTAINED AS 48 NECESSARY DURING PAVING AND THROUGHOUT PROPOSED CONTOURS THE REMAINDER OF THE PROJECT. IV. FINAL GRADING/SOIL ALL TEMPORARY EROSION CONTROL MEASURES STABIUZA710NI TO BE REMOVED AT THE CONCLUSION OF THE LANDSCAPING PROJECT AS DIRECTED BY THE CITY AND NPOES Q PERMIT. LEGEND CONSTRUC11ON ENTRANCE (SEE DETAIL, SHEET C2.4) TEMPORARY STOCK PILE RIP RAP (SEE DETAIL, SHEET C2.4) I:y �E® (SEESION DETAIOL"TROL SHEETB C2.4) T CULVERT PROTECTION (SEE DETAIL, SHEET C2.4) SF SF SILT FENCE (SEE DETAIL, SHEET C2.4) ® IP INLET PROTECTION (SEE DETAIL, SHEET C2.4) ® Kimley-Horn CONCRETE WASHOUT (SEE DETAIL, SHEET C2.4) and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 O O TREE PROTECTION (SEE DETAIL, SHEET C2.4) CA 00000696 KHA PROJECT # 168113021 y y y PROPOSED LANDSCAPED AREA ANJ 1�G\5 Te. EXISTING CONTOURS 48 i �p X04, NDIAN:P.''�� F .............. PROPOSED CONTOURS X.X% f- Signature: 09-24-12 FLOW ARROW ,MM m« <: LIMITS OF DISTURBED AREA - - APPROXIMATE SOIL BOUNDARY SOIL TYPE: BROOKSTON SILTY CLAY LOAM BR (Br) HYDROLOGIC GROUP D SOIL TYPE: CROSBY SILT LOAM CrA (CrA) HYDROLOGIC GROUP D 11. TEMPORARY AND PERMANENT SURFACE STABILIZATION 1. SOIL STABILIZATION 1.1. THE PURPOSE OF SOIL STABILIZATION IS TO PREVENT SOIL FROM LEAVING THE SITE. IN THE NATURAL CONDITION, SOIL IS STABILIZED BY NATIVE VEGETATION. THE PRIMARY TECHNIQUE TO BE USED AT THIS PROJECT FOR STABILIZING SITE SOIL WILL BE TO PROVIDE A PROTECTIVE COVER OF TURF GRASS, PAVEMENT, OR BUILDING. 2. TEMPORARY SEEDING 2.1. TEMPORARY SEEDING IS THE PLANTING OF FAST-GROWING GRASSES TO HOLD DOWN THE SOILS IN DISTURBED AREAS SO THAT THEY ARE LESS LIKELY TO BE CARRIED OFF-SITE BY STORM WATER RUNOFF OR WIND. WITHIN 14 DAYS AFTER CONSTRUCTION ACTIVITY CEASES ON ANY PARTICULAR AREA, ALL DISTURBED GROUND WHERE THERE WILL NOT BE CONSTRUCTION FOR LONGER THAN 14 DAYS MUST BE SEEDED WITH FAST -GERMINATING TEMPORARY SEED AND PROTECTED WITH MULCH. IN THE EVENT OF SNOW COVER, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE THEREAFTER. 2.2. SPRING MIX SHALL BE USED FROM MARCH 15 THROUGH JUNE 15. THIS MIXTURE SHALL BE APPLIED AT THE RATE OF 150 LB/ACRE (168 KG/HA). THE MIX SHALL CONSIST OF OATS. 2.3. FALL MIX SHALL BE USED FROM SEPTEMBER 1 THROUGH NOVEMBER 30. THIS MIXTURE SHALL BE APPLIED AT THE RATE OF 150 LB/ACRE (168 KG/HA). THIS MIX SHALL CONSIST OF WINTER WHEAT. 3. PERMANENT SEEDING 3.1. PERMANENT SEEDING IS THE USE OF PERMANENT VEGETATION (GRASS, TREES, OR SHRUBS) TO STABILIZE SOIL BY HOLDING SOIL PARTICLES IN PLACE. ALL AREAS AT FINAL GRADE MUST BE SEEDED WITHIN 7 DAYS AFTER COMPLETION OF THE MAJOR CONSTRUCTION ACTIVITY. EXCEPT FOR SMALL LEVEL SPOTS, SEEDED AREAS SHOULD GENERALLY BE PROTECTED WITH MULCH. 3.2. DETENTION BASIN SEEDING- INDOT SEED MIXTURE U 3.2.1. THIS SEED MIXTURE SHALL BE APPLIED AT THE RATE OF 150 LB/ACRE (168 KG/HA) CONSISTING OF 95 LB/ACRE (106 KG/HA) OF A 4 -WAY BLEND OF TURF TYPE TALL FESCUES SUCH AS TRIBUTE, REBEL II, TRAILBLAZER OR APPROVED EQUAL, 20 LB/ACRE (22 KG/HA) JASPER RED FESCUE OR APPROVED EQUAL, AND 35 LB/ACRE (40 KG/HA) CERTIFIED FINE BLADED PERENNIAL RYEGRASS SUCH AS REGAL, BLAZER, OR APPROVED EQUAL. W S E 0 30 60 GRAPHIC SCALE 30' 1. THE CONTRACTOR SHALL INSTALL EROSION/SEDIMENTATION CONTROLS AND TREE/NATURAL AREA PROIECIIVIL FENCING PRIOR TO ANY SITE PREPARATION WORK (CLEARING, GRUBBING OR EXCAVATION). 2. THE PLACEMENT OF EROSION/SEDIMENTATION CONTROLS SHALL BE IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. 3. ANY MAJOR VARIATION IN MATERIALS OR LOCATIONS OF CONTROLS OR FENCES FROM THOSE SHOWN ON THE APPROVED PLANS WILL REQUIRE A REVISION AND MUST BE APPROVED BY THE REVIEWING ENGINEER, ENVIRONMENTAL SPECIALIST, OR ARBORIST AS APPROPRIATE. MAJOR REVISIONS MUST BE APPROVED BY THE PLANNING AND DEVELOPMENT DEPARTMENT AND THE DRAINAGE UTILITY DEPARTMENT. MINOR CHANGES OR ADDITIONAL CONTROL MEASURES TO BE MADE AS FIELD REVISIONS TO THE EROSION AND SEDIMENTATION CONTROL PLAN MAY BE REQUIRED BY THE ENVIRONMENTAL INSPECTOR DURING THE COURSE OF CONSTRUCTION TO CORRECT CONTROL INADEQUACIES AT NO ADDITIONAL COST TO THE OWNER. 4. THE CONTRACTOR IS REQUIRED TO INSPECT THE CONTROLS AND FENCES EVERY 7 CALENDAR DAYS, EXCEPT FOR THE CONSTRUCTION ENTRANCE WHICH IS TO BE MAINTAINED DAILY, AND AFTER ANY STORM EVENT GREATER THAN 0.25 INCHES OF RAIN PER 24-HOUR PERIOD DURING ACTIVE CONSTRUCTION AND DAILY DURING PROLONGED RAINFALL EVENTS. THE PERSON(S) RESPONSIBLE FOR MAINTENANCE OF CONTROLS AND FENCES SHALL IMMEDIATELY MAKE ANY NECESSARY REPAIRS TO DAMAGED AREAS. SILT ACCUMULATION AT CONTROLS MUST BE REMOVED WHEN THE DEPTH REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. 5. PRIOR TO FINAL ACCEPTANCE, HAUL ROADS AND WATERWAY CROSSINGS CONSTRUCTED FOR TEMPORARY CONTRACTOR ACCESS MUST BE REMOVED. ACCUMULATED SEDIMENT REMOVED FROM THE WATERWAY AND THE AREA RESTORED TO THE ORIGINAL GRADE AND REVEGETATED. ALL LAND CLEARING SHALL BE DISPOSED OF IN APPROVED SPOIL DISPOSAL SITES. 6. ALL WORK MUST STOP IF A VOID IN THE ROCK SUBSTRATE IS DISCOVERED WHICH IS; ONE SQUARE FOOT IN TOTAL AREA; BLOWS AIR FROM WITHIN THE SUBSTRATE AND/OR CONSTANTLY RECEIVES WATER DURING ANY RAIN EVENT. AT THIS TIME IT IS THE RESPONSIBILITY OF THE PROJECT MANAGER TO IMMEDIATELY CONTACT AN ENVIRONMENTAL INSPECTOR FOR FURTHER INVESTIGATION. 7. DURING THE CONSTRUCTION PERIOD, THE CONSTRUCTION ENTRANCE AND ALL INCIDENTAL MUD TRACKING SHALL BE CLEANED UP AND REMOVED WITHIN 24 HOURS OR WITHIN A SHORTER TIME PERIOD SPECIFIED BY LOCAL AUTHORITIES OR THE DEPARTMENT. CONTRACTOR SHALL USE PROPER CLEANING AND DISPOSAL METHODS. 8. ANY DEWATERING NECESSARY ON THE CONSTRUCTION SITE MUST INCLUDE MEASURES TO REDUCE THE SEDIMENT IN THE WATER LEAVING THE SITE. DEWATERING BMPS MAY INCLUDE FILTERS, FIBER ROLLS OR GRAVEL BAG BERMS. 9. ALL TEMPORARY STOCKPILES SHALL BE PROTECTED APPROPRIATELY TO ENSURE SEDIMENT AND DEBRIS IS CONTAINED. THEY SHALL NOT BE PLACED IN SURFACE WATERS, STORMWATER CONVEYANCE SYSTEMS, CURB AND GUTTER SYSTEMS, CONDUITS, OR DITCHES. 10. ALL CONTROL DEVICES THAT FUNCTION SIMILARLY TO SILT FENCE OR FIBER ROLLS MUST BE REPAIRED, REPLACED OR SUPPLEMENTED WITH EFFECTIVE CONTROLS WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES ONE-THIRD THE HEIGHT OF THE DEVICE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 11. ALL SEDIMENT DELTAS AND DEPOSITS MUST BE REMOVED FROM SURFACE WATERS, DRAINAGE WAYS, CATCH BASINS AND OTHER DRAINAGE SYSTEMS. ALL AREAS WHERE SEDIMENT REMOVAL RESULTED IN EXPOSED SOIL MUST BE RESTABIUZED. THE REMOVAL AND STABILIZATION MUST TAKE PLACE IMMEDIATELY, BUT NO MORE THAN 7 DAYS AFTER THE DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY OR PHYSICAL_ ACCESS CONSTRAINTS. ALL REASONABLE EFFORTS MUST BE USED TO OBTAIN ACCESS. ONCE ACCESS IS OBTAINED, REMOVAL AND STABILIZATION MUST TAKE PLACE IMMEDIATELY, BUT NO MORE THAN 7 DAYS LATER. CONTRACTOR ".S RESPONSIBLE FOR CONTACTING ALL APPROPRIATE AUTHORITIES AND RECEIVING THE APPLICABLE PERMITS PRIOR TO CONDUCTING ANY WORK. 12. ACCUMULATIONS OF TRACKED AND DEPOSITED SEDIMENT MUST BE REMOVED FROM OFF-SITE PAVED SURFACES WITHIN 24 HOURS OR SOONER IF REQUIRED. SEDIMENT TRACKING MUST BE MINIMIZED BY THE APPROPRIATE MANAGEMENT PRACTICE, LIKE A DEDICATED SITE EXIT WITH AN AGGREGATE SURFACE OR DESIGNATED OFFSITE PARKING AREA. YOU ARE RESPONSIBLE FOR STREET SWEEPING AND/OR SCRAPING IF YOUR PRACTICES ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED FROM THE SITE. 13. SURFACE WATERS, DRAINAGE DITCHES AND CONVEYANCE SYSTEMS MUST BE INSPECTED FOR SEDIMENT DEPOSITS. 13. MATERIAL HANDLING, STORAGE, AND SPILL PREVENTION 1. SOIL TRACKING 1.1. CONSTRUCTION TRAFFIC MUST ENTER AND EXIT THE SITE AT THE STABILIZED CONSTRUCTION ENTRANCE. THE PURPOSE IS TO TRAP DUST AND MUD THAT WOULD OTHERWISE BE CARRIED OFF-SITE BY CONSTRUCTION TRAFFIC. 2. DUST CONTROL 2.1. WATER TRUCKS WILL BE USED AS NEEDED DURING CONSTRUCTION TO REDUCE DUST GENERATED ON THE SITE. DUST CONTROL MUST BE PROVIDED BY THE GENERAL CONTRACTOR TO A DEGREE THAT IS IN COMPLIANCE WITH APPLICABLE LOCAL AND STATE DUST CONTROL REGULATIONS. AFTER CONSTRUCTION. THE SITE WILL BE STABILIZED (AS DESCRIBED ELSEWHERE), WHICH WILL REDUCE THE POTENTIAL FOR DUST GENERATION. 3. WATER SOURCE 3.1. NON-STORMWATER COMPONENTS OF SITE DISCHARGE MUST BE CLEAN WATER. WATER USED FOR CONSTRUCTION, WHICH DISCHARGES FROM THE SITE MUST ORIGINATE FROM A PUBLIC WATER SUPPLY OR PRIVATE WELL APPROVED BY THE STATE HEALTH DEPARTMENT. WATER USED FOR CONSTRUCTION THAT DOES NOT ORIGINATE FROM AN APPROVED PUBLIC SUPPLY MUST NOT DISCHARGE FROM THE SITE. IT CAN BE RETAINED IN THE PONDS UNTIL IT INFILTRATES AND EVAPORATES. 4. CONCRETE WASTE FROM CONCRETE READY -MIX TRUCKS 4.1. DISCHARGE OF EXCESS OR WASTE CONCRETE AND/OR WASH WATER FROM CONCRETE TRUCKS WILL BE ALLOWED ON THE CONSTRUCTION SITE, BUT ONLY IN SPECIFICALLY DESIGNATED DIKED AREAS THAT HAVE BEEN PREPARED TO PREVENT CONTACT BETWEEN THE CONCRETE AND/OR WASH WATER AND STORMWATER THAT WILL BE DISCHARGED FROM THE SITE OR IN LOCATIONS WHERE WASTE CONCRETE CAN BE PLACED INTO FORMS TO MAKE RIPRAP OR OTHER USEFUL CONCRETE PRODUCTS. THE CURED RESIDUE FROM THE CONCRETE WASHOUT DIKED AREAS SHALL BE DISPOSED IN ACCORDANCE WITH APPLICABLE STATE AND FEDERAL REGULATIONS. THE JOBSITE SUPERINTENDENT IS RESPONSIBLE FOR ASSURING THAT THESE PROCEDURES ARE FOLLOWED. 5. FUEL TANKS 5.1. TEMPORARY ON-SITE FUEL TANKS FOR CONSTRUCTION VEHICLES SHALL MEET ALL STATE AND FEDERAL REGULATIONS. TANKS SHALL HAVE APPROVED SPILL CONTAINMENT WITH THE CAPACITY REQUIRED BY THE APPLICABLE REGULATIONS. THE TANK SHALL BE IN SOUND CONDITION FREE OF RUST OR OTHER DAMAGE WHICH MIGHT COMPROMISE CONTAINMENT. HOSES, VALVES, FITTINGS, CAPS, FILLER NOZZLES, AND ASSOCIATED HARDWARE SHALL BE MAINTAINED IN PROPER WORKING CONDITION AT ALL TIMES. 6. MASONRY WASTES 6.1. CLEANING MASONRY TOOLS AND EQUIPMENT GENERATE A VARIETY OF WASTES. EXCESS CEMENT AND RINSE WATER ARE TWO EXAMPLES. SWEEP STREETS, GUTTERS, ALLEYS, AND SIDEWALKS RATHER THAN HOSING, REUSE AND RECYCLE MATERIALS IF POSSIBLE AND COLLECT AND PROPERLY DISPOSE OF WASTE. 7. SANITARY FACILITIES 7.1. ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AND LOCAL SANITARY OR SEPTIC SYSTEM REGULATIONS. TEMPORARY SANITARY FACILITIES WILL BE PROVIDED AT THE SITE THROUGHOUT THE CONSTRUCTION PHASE. THEY MUST BE UTILIZED BY ALL CONSTRUCTION PERSONNEL AND WILL BE SERVICED BY A COMMERCIAL OPERATOR. 8. DUMPSTERS (LIDS AND LEAKS) 8.1. WHEN WATER ENTERS THE DUMPSTER, IT CAN PICK UP POLLUTANTS FROM THE WASTE AND LEAK OUT AND EVENTUALLY ENTER THE STORM SEWER SYSTEM. TO PREVENT THIS, DUMPSTER LIDS MUST REMAIN CLOSED AT ALL TIMES AND DUMPSTERS MUST BE INSPECTED FOR LEAKS. NEVER PLACE HAZARDOUS WASTES IN A DUMPSTER OR TRASH BIN. DO NOT HOSE OUT THE DUMPSTER INTERIOR OR LOADING DOCKS. APPLY ABSORBENT OVER ANY FLUIDS SPILLED IN THE DUMPSTER. CHECK LOADING AND UNLOADING EQUIPMENT REGULARLY FOR LEAKS. 9. VEHICLE AND EQUIPMENT LEAKS 9.1. VEHICLES AND CONSTRUCTION EQUIPMENT CONTAIN VARIOUS LIQUID POLLUTANTS THAT MAY LEAK AND ENTER THE STORM SEWER SYSTEM. TO PREVENT THIS, LOOK FOR AND REPORT LEAKS ON VEHICLES WHEN ADDING FUEL. USE SECONDARY CONTAINMENT WHEN TRANSFERRING FUEL FROM THE TANK TRUCK TO THE FUEL TANK. COVER STORM DRAINS IN THE VICINITY DURING THE TRANSFER. CLEAN UP SMALL SPILLS WITH ABSORBENT MATERIALS RATHER THAN HOSING DOWN THE AREA. REMOVE THE ABSORBENT MATERIALS PROMPTLY AND DISPOSE OF IN TRASH. 10. EQUIPMENT MAINTENANCE 10.1. EQUIPMENT REQUIRES MAINTENANCE METHODS THAT CAN PRODUCE POLLUTANTS THAT WILL ENTER THE STORM SEWER SYSTEM IF NOT PROPERLY CLEANED. KEEP ACCURATE MAINTENANCE LOGS AND UP TO DATE INVENTORY OF MATERIALS. PERFORM MAINTENANCE IN COVERED, DESIGNATED SERVICE BAYS WHERE SPILLS AND LEAKS CAN BE PROPERTY CONTAINED. RECYCLE SPENT FLUIDS - DO NOT DUMP DOWN THE DRAIN OR IN THE TRASH. AVOID HOSING DOWN WORK AREAS - USE RAGS FOR SMALL SPILLS, A DAMP MOP FOR GENERAL CLEANUP, AND DRY ABSORBENT FOR LARGER SPILLS. 11. CHEMICALS USED IN CONSTRUCTION 11.1. THE CONSTRUCTION PROCESS REQUIRES THE USE OF MANY CHEMICALS INCLUDING PAINT, SOLVENTS, AND FERTILIZERS. IT IS IMPORTANT TO HANDLE THESE CHEMICALS APPROPRIATELY TO PREVENT CONTAMINATION OF THE STORM SEWER SYSTEM. FIT OIL AND CHEMICAL STORAGE CONTAINERS WITH SECONDARY CONTAINMENT STRUCTURES TO CONTAIN SPILLED MATERIALS. IT IS PREFERABLE TO STORE MATERIALS INDOORS BUT IF THERE IS ONLY AN OUTDOOR STORAGE AREA AVAILABLE, KEEP MATERIALS COVERED TO PREVENT RAIN FROM CONTACTING THE MATERIAL. COVER AND/OR CONTAIN STOCKPILES OR RAW MATERIALS (I.E. SALT, SOIL) TO PREVENT POLLUTED STORMWATER RUNOFF. 12. SPILL CLEANUP PROCEDURES 12.1. IF A SPILL OCCURS, NOTIFY THE KEY SPILL RESPONSE PERSONNEL. IF THE MATERIAL IS HAZARDOUS, CONTACT THE LOCAL FIRE DEPARTMENT. NEVER WASH A SPILL INTO THE STORM DRAIN OR LEAVE IT WITHOUT CLEANING IT UP. CONTAIN SPILLS AND BLOCK THE NEARBY STORM DRAIN. CLEAN UP NON -HAZARDOUS SPILLS BY USING A RAG, DAMP CLOTH, OR ABSORBENT MATERIALS. 12.2. IN CASE OF HAZARDOUS MATERIAL SPILLS, CONTACT THE CORRESPONDING AGENCY. THE INDIANA DEPARTMENT OF ENVIRONMENTAL SPILL RESPONSE LINE CAN BE CONTACTED 24 HOURS -A -DAY, 7 DAYS -A -WEEK AT (317) 233-7745, OR CALL 911. Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 ANJ 1�G\5 Te. No. 11011 i �p X04, NDIAN:P.''�� F .............. ., Signature: 09-24-12 . Z OaC Q F_ LTJ Q I I I Issue Date: 5/21/12 REVISION INFORMATION 1 06-29-2012 PLAN REVIEW COMMENTS 2 08-17-2012 PLAN REVIEW COMMENTS 3 09-20-2012 BUILDING CHANGES Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING SWPPP FOR CONSTRUCTION C2.2 N n a� c\i U 0 0 0 U 0 0 f� N I Ln G' C: c C C .v (L C z a L L C L Q z L C C n C OC L C C z C / Q c C c c L c U - N 0 U O U) U) 0 o -- T "DO NOT MOW OR SPRAY" SIGN Y (TYP. FOR VEGETATED SWALES) SEE DETAIL SHEET C2. 894 °6" PERFORATED UNDERDRAIN (TYP.) 0 f 893 3 - ... C Vi Q> o V a C _ o ill= 111 \ v a v I v c r - - - - - -- .0 'O ° I i Q N O L ------ L111 =::�)l Ir--- -- - __ E U + . + L- -- t F 0 o°D + rn + 00 a (V + + rn + - - - - - 00 + RR r - 00111 O °' L----- 89• o 892 a ° a - `893-- 3 SPILLWAY _ I ELEVATION=892.76 / 11 3 STORM WATER DETENTION BMP EASEME POND 0 0 a a U o N s O C N W U N 1 O O C E 7 IC C O N a c C ° a v U `O U I r G .c1.) + VA A111, _ Drainage Area (ac) %Impervious WTQCN Flow Rate (cfs) - -- Top Width (ft) Side Slopes Swale Flow Capacity ( ) Velocity Minimum Swale Length (ft) Actual Swal(ft/s) Length g (ft) 1 C25 47 93 0.070 0.01 4 6 3 5.12 0.04 k 51 _� 0.2057 95 0.100 0.01 4 6 3 5.12 0.06 33 59 3 0.23 93 « ^ ,no: " .:.; , i_ _ ;tz t 0.01 6 'r".Sl: t r:.v "`F:>_' 3 7.43 0.07 40 40 4 0.29 88 99 0.170 0.01 6 8 3 7.43 0.07 40 40 5 0.16 80 98 0.110 0.01 5 7 3 r 0.06 30 e _3 6 0.23 77 97 0.140 0.01 8 _ iSL 3 9.75 0.05 25 a 7 0.63 53 94 0.270 1dUrr� r4 -�� a.":� A -'.•te rJivt? G 3 7.43 0.12 63 85 8 SC 55 96 0.260 0.01 8 10 3 9.75 0.09 47 86 9 0.19 .Z 77 0.002 0.01 Tnfts 8 3 7.43 0.00 0 70 T tz! .:; 1. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES GREASE INTERCEPTOR • POTENTIAL GREASE SPILLAGE MAY OCCUR DURING CLEANING OF THE GREASE INTERCEPTOR. THE STORMCEPTOR WILL BE INSTALLED TO CLEAN AND SEPARATE OUT GREASE AND OILS FROM ANY SPILLS LITTER FROM PATRONS • FLARED END SECTIONS ARE TO BE EQUIPPED WITH A DEBRIS GUARD TO PROTECT DOWNSTREAM STORM WATER. *OWNER TO PERFORM REGULAR MAINTENANCE ON ALL STRUCTURES. 2. POST -CONSTRUCTION STORMWATER QUALITY MEASURES 1. STORMCEPTOR WATER QUALITY STRUCTURES 1.1. THE STORMCEPTOR SYSTEMS MAINTAINS CONTINUOUS TREATMENT OF TOTAL SUSPENDED SOLIDS YEAR-ROUND REGARDLESS OF THE FLOW RATE. THE SYSTEM IS DESIGNED TO REMOVE A WIDE RANGE OF PARTICLES SIZES AS WELL AS FREE OILS, HEAVY METALS, AND NUTRIENTS THAT ATTACH TO FINE SEDIMENT. THE STORMCEPTOR SYSTEM SLOWS INCOMING STORM WATER TO CREATE A NON -TURBULENT TREATMENT ENVIRONMENT ALLOWING FREE OILS AND DEBRIS TO RISE AND SEDIMENT TO SETTLE. SEDIMENT LIES DORMANT WITHIN THE STRUCTURE FOR LATER REMOVAL TO BE MAINTAINED BY THE OWNER AND OPERATOR OF THE PROPERTY. 1.2. BY INSTALLING THE STORMCEPTOR STC 900 STRUCTURES, THE WATER RELEASED FROM THE DEVELOPMENT WILL BE CLEANED AND OVER 80% OF TOTAL SUSPENDED SOLIDS WILL BE REMOVED. 2. VEGETATED SWALES 2.1. VEGETATED SWALES ARE SHALLOW VEGETATED CHANNELS TO CONVEY STORM WATER WHERE POLLUTANTS ARE REMOVED BY FILTRATION THROUGH GRASS AND INFILTRATION THROUGH SOIL. THEY LOOK SIMILAR TO, BUT ARE WIDER THAN A DITCH THAT IS SIZED ONLY TO TRANSPORT FLOW. THEY REQUIRE SHALLOW SLOPES AND SOILS THAT DRAIN WELL. VEGETATED SWALE DESIGNS HAVE ACHIEVED MIXED PERFORMANCE IN POLLUTANT REMOVAL EFFICIENCY. MODERATE REMOVAL RATES HAVE BEEN REPORTED FOR SUSPENDED SOLIDS AND METALS ASSOCIATED WITH PARTICULATES SUCH AS LEAD AND ZINC. POLLUTANT REMOVAL CAPABILITY IS RELATED TO CHANNEL DIMENSIONS, LONGITUDINAL SLOPE, AND TYPE OF VEGETATION. OPTMUM DESIGN OF THESE COMPONENTS WILL INCREASE CONTACT TIME OF RUNOFF THROUGH THE SWALE AND IMPROVE POLLUTANT REMOVAL RATES. VEGETATED SWAI^ES ARE PRIMARILY STORM WATER CONVEYANCE SYSTEMS. THEY ARE MOST APPLICABLE IN LOW -TO -MODERATE SLOPED AREAS AS AN ALTERNATIVE TO DITCHES AND CURB AND GUTTER DRAINAGE. VEGETATED SWALES ARE OFTEN USED AS A PRETREATMENT MEASURE FOR OTHER DOWNSTREAM BMPS, PARTICULARLY INFILTRATION DEVICES. ENHANCED VEGETATIVE SWALES UTILIZE CHECK DAMS AND WIDE DEPRESSIONS TO INCREASE RUNOFF STORAGE AND PROMOTE GREATER SETTLING OF POLLUTANTS. **SEE PLAN, CALCULATIONS BELOW, AND DETAILS ON SHEET C2.4 FOR ADDITIONAL INFORMATION. VEGETATIVE SWALE DESIGN CALCULATIONS + + + + + + + + + 48 W N S E 0 30' 60' GRAPHIC SCALE 30' LEGEND VEGETATIVE SWALE NUMBER DESIGNATION VEGETATIVE SWALE 6" SSD (UNDERDRAIN) RIP RAP (SEE DETAIL, SHEET C2.4) STORM STRUCTURE (OPEN LID) STORM STRUCTURE (CLOSED LID) WATER QUALITY STRUCTURE PROPOSED LANDSCAPED AREA EXISTING CONTOURS PROPOSED CONTOURS PROPOSED STORM PIPE PROPOSED ROOF DRAIN PIPE PROPOSED "DO NOT MOW OR SPRAY" SIGN BMP EASEMENT LOCATIONS 3. SEQUENCING OF STORMWATER QUALITY MEASURES STORMCEPTOR WATER QUALITY MEASURE • SEQUENCE OF CONSTRUCTION: STORMCEPTOR WATER QUALITY STRUCTURES TO BE INSTALLED WITH UNDERGROUND STORM UTILITY CONSTRUCTION. VEGETATED SWALES • SEQUENCE OF CONSTRUCTION: SWALE UNDERDRAIN PIPES WILL BE INSTALLED DURING SITE UNDERGROUND STORM UTILITY CONSTRUCTION, SWALES WILL BE DEFINED DURING SITE GRADING. SWALES WILL BE PLANTED DURING FINAL LANDSCAPING AND STABILIZATION OF THE SITE. 4. STORMWATER QUALITY MEASURE TO MINIMIZE ADVERSE IMPACTS TO STREAM AND RIPARIAN HABITATS. • NOT APPLICABLE Swale Number Drainage Area (ac) %Impervious WTQCN Flow Rate (cfs) Swale Slope (ft/ft) Bottom Width (ft) Top Width (ft) Side Slopes Swale Flow Capacity ( ) Velocity Minimum Swale Length (ft) Actual Swal(ft/s) Length g (ft) 1 0.17 47 93 0.070 0.01 4 6 3 5.12 0.04 23 51 2 0.2057 95 0.100 0.01 4 6 3 5.12 0.06 33 59 3 0.23 93 99 0.170 0.01 6 8 3 7.43 0.07 40 40 4 0.29 88 99 0.170 0.01 6 8 3 7.43 0.07 40 40 5 0.16 80 98 0.110 0.01 5 7 3 6.27 0.06 30 38 6 0.23 77 97 0.140 0.01 8 10 3 9.75 0.05 25 37 7 0.63 53 94 0.270 0.01 6 8 3 7.43 0.12 63 85 8 0.54 55 96 0.260 0.01 8 10 3 9.75 0.09 47 86 9 0.19 0 77 0.002 0.01 6 8 3 7.43 0.00 0 70 PLAN REVISED PER CITY OF CARMEL ENGINEERING DEPARTMENT COMMENTS Elm" Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 j,``��`� SAT '*1,,,MU`e4 �11011 �j E O DIA pp Signature: 09-24-12 . Z Q LU r Z Q i I J i LQ r 0 i i I Issue Date: 5/21/12 REVISION INFORMATION 1 06-29-2012 PLAN REVIEW COMMENTS 2 08-17-2012 PLAN REVIEW COMMENTS 3 09-20-2012 BUILDING CHANGES Restaurant # 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING SWPPP POST CONSTRUCTION C2.3 T U O v Q) DO N O N N Q �r N U 4- 0 0 L 0 U 0 0 L W N U I O / Q U c sT Fn 0 N / Z_ I a� E O U I c a� -O C) n _I N O 00 > w J I CD Z 0 Y E C it .3 O t� v 0 U O Q 0 0 x 11 E Y 0 .s 0 L 3 v L C Iri Q) 0 U 0 Ina v 0 2 v E Y T n 0 6 a C7. CS C 0 0 6 N r 0 3 0 0 3 'D 'D U 0 N 0 v 0 a 0 Q E C 0 v 4) v v 0 2 a 0. 0 U L 3 0 c v U O a U U a a� L 0 T C 0 a C U) ai U .` v 6 Q E m v 0 c a� L v m 0 0Ni a o\ v 0 0- 0 U 0 U 0 L / 3 v 0 c a, U O "O N I ~ W B > 10' MIN STAKE (TYP.) 2" Ya" DIA. 4. STEEL WIRE B STAPLE DETAIL PLYWOOD STRAW 48" X 24" BALE (NP.) PAINTED WHITE BLACK LETTERS `C'ONCRLTI'. 6" HEIGHT w nsuou 0 5" LAG SCREWS N.T.S. WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE, MAX. 6" MESH SPACING) WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, OR AS DICTATED 5' MA)(. C -MAX. 6" MESH SPACING) WITH GEOTEXTILE COVER / BY LOCAL REQUIREMENT A 54" MIN. FENCE POSTS, DRIVEN MIN. 12" INTO GROUND. iI ,`� 10 MIL PLASTIC LINING 3" WOOD POST PL, `.N VIEW 3" X 3" X 8" NOT TO SCALE 3" STAPLES? and Associates, Inc. (2 PER BALE)/ CONCRETE WASHOUT i 10 MIL SIGN DETAIL PLASTIC LINING BINDING WIRE OR EOIVALENT) / NOTES 1. ACTUAL LAYOUT DETERMINED IN `\```\`UUNU111VIIIIIIIgplll�''''i ���JS�`G ........... �<<F�' = No. �� 11011 Vw "� STATE OF .� %. 0,p 'VDIANP.G���� /ONA1." ��.������ FIELD. WOOD OR NATIVEMATERIAL STRAW BALE 2. THE CONCRETE WASHOUT SIGN METAL STAKES (OPTIONAL) SHALL BE INSTALLED WITHIN (2 PER BALE) 30 FT OF THE TEMPORARY CONCRETE WASHOUT FACILITY SECTION B-8 J Q NOT TO SCALE CONCRETE WASHOUT N.T.S. WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE, MAX. 6" MESH SPACING) WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, OR AS DICTATED 5' MA)(. C -MAX. 6" MESH SPACING) WITH GEOTEXTILE COVER / BY LOCAL REQUIREMENT A 54" MIN. FENCE POSTS, DRIVEN MIN. 12" INTO GROUND. iI ,`� '�i�ii,i��ii iliil 1 i■■iii■•iii ii■ilii • Kimley-Horn and Associates, Inc. ELEVATION H WOODEN FENCE "EEL POST IC LAYER IL �L SOIL PROVIDE FENCE AROUND CRITICAL ROOT ZONE OF TREE. FENCE SHALL BE PLACED IN A CIRCLE WITH A RADIUS OF 1' PER 1" DIAMETER OF THE TREE MEASURED AT 4.5' ABOVE GROUND FOR INDIVIDUAL TREES OR STANDS OF TREES. POSTS: STEEL EITHER T OR U TYPE. FENCE: WOVEN WIRE, 14-1/2 GA. 6" MAX. MESH OPENING Z FABRIC: 1. AMOCO 1198 2. BELTECH 810 3. MIRAFI 130X 4. LING GTF 190 5. SI 915 SC /%%�'// EXTEND WIRE FENCE A ` MIN. OF 2" INTO TRENCH `-EMBEDDED GE07EXTILE FABRIC MIN. 6" INTO GROUND W/ 6" LAID ALONG BOTTOM OF TRENCH 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. 2. GEOTEXTILE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. 3. WHEN TWO SECTIONS OF GEOTEXTILE ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIAL SHALL BE REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 5. TEMPORARY SEDIMENT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE AREA TO BE PROTECTED. THEY SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND REMOVED IN CONJUNCTION WITH THE FINAL GRADING AND SITE STABILIZATION 6. FILTER FABRIC SHALL MEET THE REQUIREMENTS OF MATERIAL SPECIFICATION 592 GEOTEXTILE TABLE 1 OR 2, CLASS I WITH EQULVALENT OPENING SIZE OF AT LEAST 30 FOR NONWOVEN AND 50 FOR WOVEN 7. FENCE POSTS SHALL BE EITHER STANDARD STEEL POST OF WOOD POST WITH A MINIMUM CROSS-SECTIONAL AREA OF 3.0 SQ IN. SEDIMENTATION/SILT FENCE N.T.S. R rakser �ATU� Concrete Pipe Division STC 900 Precast Conaete Stwmeeptor' (900 U.S. Gallon Cepacily) Stormceptor 32"0 Frame and Cove^ I_! Varies Plate 55•' Min. Tee In Pipe IktPlpa Scetim Thm Chamber 24'0 Outlet Access (See i Plea View Nooea: L The Uee ofFWft Camatimv R=mm=W atThe tale mdOutlet Where AMB=Ue. 2TheCom9mldbe?omfio dOve1be0daDmpripeud7ma1Pst 3. The Sm w Wtar Syehmie prala'kdby me ormom of the fo8mWU.S. Pelmle: #4985148, #5498331, 55725760, #5'/53115, 55849181, #6068765, 06371690. 4. C ftae Cmrem Pipe DwWmscpramhbw for ffmda deteRr not Semdm �1f lbllrlea Roia 028 NOTE: FINAL BACKFILL FOR ALL STORM WATER QUALITY STRUCTURES SHALL MEET THE MATERIAL REQUIREMENTS OF INDOT .AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENT OF INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. > STORM WATER QUALITY STRUCTURE N.T.S. TREE PROTECTION C a u v N.T.S "U" -CHANNEL POST L (3 LBS./FT.) WHEN SIGN IS IN PAVED AREAS, USE 6" PIPE BOLLARD FILLED W/ CONCRETE AND PAINTED TRAFFIC YELLOW DO NOT USE BOLLARD IN GRASS AREAS DO NOT MOW OR SPRAY ° I �I O O r� I� SLOPE TOPi OF CONCRETE GROUND SURFACE PC CONCRETE I� o NOTES: POLE AND SIGN TO BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. STANDARD SIGN BASE Q N.T.S. Pipe Outlet To Flat Area O No Well-defined Channel PLAN See Plan I - o u �a v Geotextile SECTION A -A NOTES: A a a- ROCK: 2-3 IN. WASHED STONE (INDOT CA NO 2 OVER A STABLE FOUNDATION GRADATION: WELL -GRADED STONE, 50% (BY WEIGHT) LARGER THAN THE SPECIFIED d50; HOWEVER, THE LARGEST PIECES SHOULD NOT EXCEED TWO TIMES THE SPECIFIED d50; AND NO MORE THAN 15% OF THE PIECES (BY WEIGHT) SHOULD BE LESS THAN 3 IN. FILTER: USE GEOTECTILE FABRIC FOR STABLIZATION AND FILTRATION OR SAND/GRAVEL LAYER PLACED UNDER ALL PERMANENT RIPRAP INSTALLATIONS. SLOPE: 2:1 OR FLATTER, UNLESS APPROVED IN THE EROSION AND SEDIMENT CONTROL PLAN. MINIMUM THICKNESS: TWO TIMES THE SPECIFIED D50 STONE DIAMETER. RIP RAP OUTLET PROTECTION N.T.S. WIDTH PER PLAN PRETREATMENT AREA 3:1 MAX 3:1 MAX SLOPE SLOPE TOPSOIL O + + a + 1 ++++♦ +++♦++++ 6„ ♦ + + ♦ ♦ a + + + + ♦ + + + a + ♦ + + + + + + + + + a + a + + + + ♦ ♦ + + `Z +'++ + + a + + + + + ♦ + ♦ + + + + + T SEE LANDSCAPE—-, \\�\\\�\\\�\\\�\\\�\\\ \\�\\\�\\\/\\�'\��\� PLANS FOR // // // SEED M I X TU RES3 PLANTER SOIL 5 v- / 6 6„ 6" PERFORATED UNDERDRAIN EXISTING SUBGRADE , \\ \\ DOUBLE WALL, H I - Q PIPE%% //�///� 1�1 PLANTING AREA �2 TOP SOIL MIX - 50-80% SANDY LOAM, 10-20% CLAY, 10-20% ORGANIC MATERIAL O3 PLANTING SOIL - SANDY LOAM SOIL �4 WASHED PEA GRAVEL O5 WASHED #8 STONE kI CLEAN MEDIUM CONCRETE SAND NOTE: GEOTEXTILE FILTER FABRIC SHALL BE INSTALLED AT THE BOTTOM OF LAYER 5 AND UP THE SIDES OF LAYERS 4 & 5. VEGETATIVE SWALE N.T.S. FLAR [^ii T ril TrO rrAl (`C 1. STRIPS OF THE BLANKET SHALL BE INSTALLED PARALLEL TO THE DIRECTION OF FLOW OVER THE SURFACE WHICH IS TO BE PROTECTED. \ 2. THE UP-SLOPE END OF THE BLANKET SHALL BE BURIED IN ANCHOR SLOT DETAIL A TRENCH MEASURE 6 INCHES DEEP AND 6 INCHES WIDE BURY THE UP-SLOPE END FOR THE ENTIRE WIDTH OF THE END. THE SOIL SHALL BE { BACKFILLED INTO THE TRENCH AND TAMPED FIRMLEY INTO OF THE BLANKET INA 6" PLACE. STAPLES SHALL BE PLACED EVERY 12 INCHES DEEP TRENCH ALONG THE END OF THE BLANKET. 3. EDGES OF ADJACENT STRIPS OF THE BLANKET SHALL BE OVERLAPPED A MINIMUM OF 4 INCHES AND SHALL BE EROSION CONTROL BLANKET STAPLED EVERY 3 FEET ALONG THE OVERLAP. PROTECTING EXPOSED 4. WHEN JOINING STRIPS OF THE BLANKET END TO END, A SURFACE OR SLOPE TRENCH SIMILAR TO THE ONE DUG AT THE BEGINNING OF ZZ, THE ORIuINAL STRIP SHALL BE DUG AT THE UP-SLOPE END OF THE NEW STRIP. THE END OF THE NEW STRIP \/ SHALL BE FOLDED UNDER AT LEAST 12 INCHES WITH THE FOLD BEING PLACED IN A LIKE MANNER IN THE TRENCH \\ \\ \\ \\ \\ AS THE BEGINNING END OF THE OR STRIP. STAPLES SHALL BE INSTALLED AT 12 INCH INTERVALS ALONG THE TRENCH. (X 5. STAPLES FOR ANCHORING SOIL STABILIZING MATERIALS SHALL BE MADE OF 10 GUAGE WIRE OR HEAVIER. THEY SHALL BE 6 TO 10 INCHES IN LENGTH, WITH THE LONGER BEING �\\\�\ . BE ON ST PLE FOR SEACH 4NSQUARE FEET OFTHERE SHALL THE \\\\������� BLANKET TO ASSURE PROPER BONDING BETWEEN THE SOIL AND THE MAT MATERIAL. EROSION CONTROL BLANKET DETAIL Q N.T.S. CULVERT INLET PROTECTION N.T.S. T HANDLES GALVANIZED STEEL FRAME OVERFLOW FEATURE STAINLESS STEEL LOCKING BAND GEOTEXTILE FILTER BAG WITH REINFORCED POLYESTER OUTER MESH GENERAL NOTES: SPACERS NOTE: INLET FILTERS ARE SLIGHTLY SMALLER THAN THE INLET GRATE SIZES. WHEN IDENTIFYING OR SPECIFYING FILTERS/CASTINGS PLEASE REFER TO THE DIAMETER "D" OR WIDTH "W" AND HEIGHT "H" OF FILTER FRAMES OR CASTING GRATES. NOTE: ROUND AND SQUARE INLET FILTERS AVAILABLE FOR MOST NEENAH AND EAST JORDAN BEEHIVE, ROLL CURB AND CURB BOX FRAME TYPES INLET PROTECTION N.T.S. - RIP RAP TO PROVIDE SCOUR PROTECTION TO VEGETATIVE SWALES 5' GEOTEXTILE TO BE INSTALLED UNDER RIP RAP PROPOSED 6" / CURB BOTTOM OF CURB PER PLAN WI TO 10" MINIMU 4"-6" CLEAN STONE-/ GEOTEXTILE UNDERLINER MIN. 0.5% GRADE DOWN FROM PUBLIC STREET. O. s\M� M CONSTRUCTION ENTRANCE N.T.S. i ir1,-.v A— h"AlAl Cno 1DC1An\/AI V VIV IV C\.I IVIV 1. THE OUTER PIPE SHOULD BE 48" DIA. OR SHALL, IN ANY CASE, BE AT LEAST 4" GREATER IN DIAMETER THAN THE CENTER PIPE. THE OUTER PIPE SHALL BE WRAPPED WITH 1/2" HARDWARE CLOTH TO PREVENT BACKFILL MATERIAL FROM ENTERING THE PERORATIONS. 2. AFTER INSTALLING THE OUTER PIPE, BACKFILL AROUND OUTER PIPE WITH 2" AGGREGATE .OR CLEAN GRAVEL. 3. THE INSIDE STAND PIPE (CENTER PIPE) SHOULD BE CONSTRUCTED BY PERFORATING A CORRUGATED OR PVC PIPE BETWEEN 12" AND 36" IN DIAMETER. THE PERFORATIONS SHALL BE 1/2"x6" SLITS OR 1" DIAMETER HOLES 6" ON CENTER. THE CENTER PIPE SHALL BE WRAPPED WITH 1/2" HARDWARE CLOTH FIRST. THEN WRAPPED AGAIN WITH GEOTEXTILE CLASS E. 4. THE CENTER PIPE SHOULD EXTEND 12" TO 18" ABOVE THE ANTICIPATED WATER SURFACE ELEVATION OR RISER CREST ELEVATION WHEN DEWATERING A BASIN. DEWATERING CONTROL DETAIL N.T.S. Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 `\```\`UUNU111VIIIIIIIgplll�''''i ���JS�`G ........... �<<F�' = No. �� 11011 Vw "� STATE OF .� %. 0,p 'VDIANP.G���� /ONA1." ��.������ Signature: 08-23-12 • Z LL •� Q W Q J Q Issue Date: 5/21/12 REVISION INFORMATION 1 06-29-2012 PLAN REVIEW COMMENTS 2 08-17-2012 PLAN REVIEW COMMENTS Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING EROSION CONTROL DETAILS C2.4 n 0 �n N 0 N N C) CO U d- U I UU 0 0 0 Q U Fn Q) 0 N z _I E U I L 0 NI 0 i > W I I U Z 0 / Y N 0 L a� C L_ r) Q _ V) v R RE ETA�� P ARKW AY o �- FUTU -� N 0 3 N _ T r _ U N - A U V B Q 0 0 a� U o ASPHALT SURFACE COURSE / ASPHALT BINDER COURSE (D / / AGGREGATE BASE COURSE E 1 /(CRUSHED STONE - 3/4" MINUS) . •.. Y- .-•.-•. •.-•-:•.=.•=.: ft�• =.:�•••51NAM � -I I I�I I -III -III -III -I 1I - a SUBGRADE-SCARIFIED AND COMPACTED TO AT LEAST 95% OF THE MODIFIED c PROCTOR MAXIMUM DRY DENSITY 0 NOTE o_ 0 PAVEMENT THICKNESS, SUBGRADE PREP, ETC. DETERMINED FROM C GEOTECHNICAL REPORT PERFORMED BY PSI, INC., DATED APRIL 16, 2012. REFER TO REPORT # 0016 556 FOR ALL INFORMATION r RELATED TO PAVING. .c 3 STANDARD DUTY ASPHALTIC PAVEMENT SECTION U Q N.T.S. N -C H- T lI►ND /B�� pCK 15� `REPAIR ANY DAMAGED BLOCK WALL RESULTING FROM CURB CONSTRUCTION ASPHALT SURFACE COURSE - ASPHALT BINDER COURSE AGGREGATE BASE COURSE r (CRUSHED STONE - 3/4" MINUS) EXISTING BLOCK WALL TO REMAIN 1/4" WIDE SAWCUT, 1" DEEP, 5' O.C. MAX 6" x 6"-W1.4 x W1.4 WWF 6" x 6"-W1.4 x W1.4 WWF =• ��� T-LIT-�LY�..1•i���L i - ;.. ��....•......,..........._'w • • ��•L �is:� �t:S:�' � � �r1•i`L' - -' s ...... �:.� ������' 11-1.1-• • ••••1' i:�11e..i�:::_::� ..��II II ..-...-�II9II ...-... ..._HERE 11 p El R•1r% PAVEMENT THICKNESS, SUBGRADE PREP, ETC. DETERMINED FROM GEOTECHNICAL REPORT PERFORMED BY PSI, INC., DATED APRIL 16, 2012 REFER TO REPORT # 0016 556 FOR ALL INFORMATION RELATED TO PAVING. 0 HEAVY DUTY ASPHALTIC PAVEMENT SECTION N.T.S. U A O ADAAG NOTE: GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS, SHALL BE STABLE, FIRM, SLIP -RESISTANT, AND SHALL COMPLY WITH SECTION 4.5 OF THE ADAAG STANDARDS. 12"14IN �� II I �� -) �I CRUSHED AGGREGATE BASE SUBGRADE-SCARIFIED AND COMPACTED (INDOT NO. 53 CRUSHED LIMESTONE) TO AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY LGRANULAR BASE MATERIAL NOTES: COMPACTED SUB -GRADE OR TRENCH COMPACTED TO STATE AND BACKFILL TO AT LEAST 95% OF THE LOCAL SPECIFICATION 1. ALL SIDEWALK SHALL BE CONSTRUCTED WITH CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH MODIFIED PROCTOR MAXIMUM DRY DENSITY OF 4,000 PSI AT 28 DAYS. 2. PROVIDE 1/2" EXPANSION JOINTS AT 20', MAXIMUM, SPACING AND FILLED WITH PREMOLDED BITUMINOUS EXPANSION JOINT FILLER MATERIAL OR REDWOOD. EXPANSION JOINTS SHALL HAVE #4 DOWELS, LUBRICATED, 18" LONG, AT 12" CENTERS, 6" FROM EDGE. NOTE: 3. PROVIDE 3/8" GROOVED CONTROL JOINTS AT 5' CENTERS. 4. WELDED WIRE FABRIC (6X6 -6X6) SHALL BE INSTALLED THROUGH DRIVEWAYS AT 2" ABOVE SLAB PAVEMENT THICKNESS, SUBGRADE PREP, ETC. DETERMINED FROM BOTTOM. GEOTECHNICAL REPORT PERFORMED BY PSI, INC., DATED APRIL 5. PROVIDE 1/2" BITUMINOUS EXPANSION JOINT FILLER MATERIAL WHERE WALK ABUTS EXISTING 16, 2012. REFER TO REPORT # 0016 556 FOR ALL INFORMATION IMPROVEMENTS AND AT ALL CHANGES IN GRADE RELATED TO PAVING. 6. USE 2-#4 REINFORCING BARS, 10' LONG OVER ALL UTILITY TRENCHES FOR NEW SIDEWALK AND CONNECTIONS TO EXISTING SIDEWALK. 7. AT DRIVE APPROACHES, SIDEWALK PCC AND BASE THICKNESS SHALL MATCH THAT OF THE DRIVE. HEAVY DUTY CONCRETE PAVEMENT SECTION (AT DUMPSTER AND APRON) N.T.S. CONCRETE SIDEWALK 0 N.T.S. PAVING LEGEND S 0 30' 60' GRAPHIC SCALE 30' OA TYPE II CONCRETE CURB AND GUTTER, TYP. (SEE DETAIL SHEET C6.4) OB 18' WALK OFF CURB, TYP. (SEE DETAIL, THIS SHEET) OC CONCRETE SIDEWALK, TYP. (SEE DETAIL, THIS SHEET) OD ACCESSIBLE RAMP, TYP. (SEE ARCH DETAIL, SHEET C6.1) OE TRUNCATED DOMES, TYP. (NOT USED) OF ACCESSIBLE PARKING SIGN, TYP. (R7-8 PER MUTCD, SEE DETAIL, SHEET C6.1) OG ACCESSIBLE PAVEMENT MARKING, TYP. (SEE DETAIL, SHEET C6.2) OH PAINTED STRIPING, TYP., 24" O.C. AT 45' lO 4" WIDE PAINTED SOLID LINE, TYP. O TO GO PARKING AND SIGNAGE, TYP. (SEE ARCH. DETAIL, SHEET SP2.2) OK BIKE RACK, (SEE DETAIL ON SHEET C6.1) OL BOLLARD, TYP. (SEE ARCH FOR LOCATION AND DETAIL, SHEET C6.1) OM EXISTING CONCRETE CURB AND GUTTER, TYP. ON CONNECT TO EXISTING PAVEMENT, SIDEWALK, CURB, TYP. OO EDGE OF NEW PAVEMENT. PROVIDE SMOOTH CONSTRUCTION JOINT, TYP. OP TRANSITION TO FULL CURB, TYP. (SEE DETAIL, SHEET C6.1) ® STOP SIGN, TYP. (SEE DETAIL ON SHEET C6.1) OR TRAFFIC FLOW ARROW, TYP. (NOT USED) OS PAINTED CROSS WALK (SEE DETAIL, SHEET C6.1) OT 3' TRANSITION TO ZERO CURB (SEE DETAIL, SHEET C6.1) O TYPE III CONCRETE CURB AND GUTTER (SEE DETAIL, SHEET C6.4) OV 3' WIDE CURB CUT (SEE DETAIL, SHEET C6.1) OW CONIC COLLAR AROUND MANHOLES IN ASPHALT (SEE DETAIL, SHEET C6.1) OX COMMERCIAL DRIVE APRON (SEE DETAIL, SHEET C6.3) YQ DO NOT MOW OR SPRAY SIGNAGE TYP. (SEE DETAIL SHEET C2.4) Al STANDARD DUTY CONCRETE PAVEMENT/SIDEWALK (SEE DETAIL THIS SHEET) HEAVY DUTY CONCRETE PAVEMENT SEE DETAIL THIS SHEET STANDARD DUTY ASPHALT PAVEMENT (SEE DETAIL THIS SHEET) HEAVY DUTY DUTY ASPHALT PAVEMENT (SEE DETAIL TH:S SHEET) PVC CONDUIT LOCATION (SEE NOTE 4, THIS SHEET) REVERSE GUTTER (TYPE III PER DETAIL) (SEE CURB DETAIL SHEET C6.4) PAVING NOTES: 1. REFERENCE GEOTECH REPORT TO CONFIRM ALL PAVEMENT SPECIFICATIONS AND RECOMMENDATIONS. Q 2. MAXIMUM SPACING FOR CONTROL JOINTS SHALL BE 10 ON TANGENTS AND 5' ON RADII. THE MAXIMUM SPACING FOR EXPANSION JOINTS SHALL BE 50'. 3. EXPANSION JOINTS SHOULD BE USED WHEREVER THE PAVEMENT WILL ABUT A STRUCTURAL ELEMENT SUBJECT TO DIFFERENT MAGNITUDE OF MOVEMENT, E.G., LIGHT POLES, RETAINING WALLS, EXISTING PAVEMENT, STAIRWAYS, ENTRYWAY PIERS, BUILDING WALLS, MANHOLES. 4. REFERENCE IRRIGATION AND MEP PLANS FOR CONDUIT SIZES AND LOCATIONS. ALSO, INSTALL SLEEVES AS NECESSARY FOR EXTERIOR LIGHTING. 5. WHEN NATURAL FLOW OF DRAINAGE IS AWAY FROM CURB, CONTRACTOR TO INSTALL REVERSE GUTTER PITCH. 5. IF DEMOLITION OR CONSTRUCTION ON SITE WILL INTERFERE WITH THE ADJACENT PROPERTY OWNER'S TRAFFIC FLOW, THE CONTRACTOR SHALL COORDINATE WITH ADJACENT PROPERTY OWNER, TO MINIMIZE THE IMPACT ON TRAFFIC FLOW. TEMPORARY RE-ROUTING OF TRAFFIC IS TO BE ACCOMPLISHED BY USING DOT APPROVED TRAFFIC BARRICADES, BARRELS, AND/OR CONES. TEMPORARY SIGNAGE AND FLAGMEN MAY BE ALSO NECESSARY. CONCRETE SIDEWALK SEE DETAIL, THIS SHEET SUBGRADE 13 ON 18" O.0 8" LONG CURB AND GUTTER -SEE DETAIL, SHEET C6.4 T. WALK -OFF CURB N.T.S. A PLAN REVISED PER SITE PLAN REVISIONS Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO. ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 / No. FO•.� i 11011 fi�,5�-7 ' E F '.,/�OxN' IA NP . G���� -'yS/ONA` IE0��� Signature: 09-24-12 . Z Q ' Q Uj Z Q I J F-- Issue Date: 5/21/12 REVISION INFORMATION I 1 06-29-2012 PLAN REVIEW COMMENTS 2 08-17-2012 PLAN REVIEW COMMENTS 3 09-20-2012 BUILDING CHANGES Restaurant #: 10G0074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING PAVING AND STRIPING PLAN C4.1 N Q _ V) v R RE ETA�� P ARKW AY o �- FUTU -� N 0 3 N _ T r _ U N - A U V B Q 0 0 a� U o ASPHALT SURFACE COURSE / ASPHALT BINDER COURSE (D / / AGGREGATE BASE COURSE E 1 /(CRUSHED STONE - 3/4" MINUS) . •.. Y- .-•.-•. •.-•-:•.=.•=.: ft�• =.:�•••51NAM � -I I I�I I -III -III -III -I 1I - a SUBGRADE-SCARIFIED AND COMPACTED TO AT LEAST 95% OF THE MODIFIED c PROCTOR MAXIMUM DRY DENSITY 0 NOTE o_ 0 PAVEMENT THICKNESS, SUBGRADE PREP, ETC. DETERMINED FROM C GEOTECHNICAL REPORT PERFORMED BY PSI, INC., DATED APRIL 16, 2012. REFER TO REPORT # 0016 556 FOR ALL INFORMATION r RELATED TO PAVING. .c 3 STANDARD DUTY ASPHALTIC PAVEMENT SECTION U Q N.T.S. N -C H- T lI►ND /B�� pCK 15� `REPAIR ANY DAMAGED BLOCK WALL RESULTING FROM CURB CONSTRUCTION ASPHALT SURFACE COURSE - ASPHALT BINDER COURSE AGGREGATE BASE COURSE r (CRUSHED STONE - 3/4" MINUS) EXISTING BLOCK WALL TO REMAIN 1/4" WIDE SAWCUT, 1" DEEP, 5' O.C. MAX 6" x 6"-W1.4 x W1.4 WWF 6" x 6"-W1.4 x W1.4 WWF =• ��� T-LIT-�LY�..1•i���L i - ;.. ��....•......,..........._'w • • ��•L �is:� �t:S:�' � � �r1•i`L' - -' s ...... �:.� ������' 11-1.1-• • ••••1' i:�11e..i�:::_::� ..��II II ..-...-�II9II ...-... ..._HERE 11 p El R•1r% PAVEMENT THICKNESS, SUBGRADE PREP, ETC. DETERMINED FROM GEOTECHNICAL REPORT PERFORMED BY PSI, INC., DATED APRIL 16, 2012 REFER TO REPORT # 0016 556 FOR ALL INFORMATION RELATED TO PAVING. 0 HEAVY DUTY ASPHALTIC PAVEMENT SECTION N.T.S. U A O ADAAG NOTE: GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS, SHALL BE STABLE, FIRM, SLIP -RESISTANT, AND SHALL COMPLY WITH SECTION 4.5 OF THE ADAAG STANDARDS. 12"14IN �� II I �� -) �I CRUSHED AGGREGATE BASE SUBGRADE-SCARIFIED AND COMPACTED (INDOT NO. 53 CRUSHED LIMESTONE) TO AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY LGRANULAR BASE MATERIAL NOTES: COMPACTED SUB -GRADE OR TRENCH COMPACTED TO STATE AND BACKFILL TO AT LEAST 95% OF THE LOCAL SPECIFICATION 1. ALL SIDEWALK SHALL BE CONSTRUCTED WITH CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH MODIFIED PROCTOR MAXIMUM DRY DENSITY OF 4,000 PSI AT 28 DAYS. 2. PROVIDE 1/2" EXPANSION JOINTS AT 20', MAXIMUM, SPACING AND FILLED WITH PREMOLDED BITUMINOUS EXPANSION JOINT FILLER MATERIAL OR REDWOOD. EXPANSION JOINTS SHALL HAVE #4 DOWELS, LUBRICATED, 18" LONG, AT 12" CENTERS, 6" FROM EDGE. NOTE: 3. PROVIDE 3/8" GROOVED CONTROL JOINTS AT 5' CENTERS. 4. WELDED WIRE FABRIC (6X6 -6X6) SHALL BE INSTALLED THROUGH DRIVEWAYS AT 2" ABOVE SLAB PAVEMENT THICKNESS, SUBGRADE PREP, ETC. DETERMINED FROM BOTTOM. GEOTECHNICAL REPORT PERFORMED BY PSI, INC., DATED APRIL 5. PROVIDE 1/2" BITUMINOUS EXPANSION JOINT FILLER MATERIAL WHERE WALK ABUTS EXISTING 16, 2012. REFER TO REPORT # 0016 556 FOR ALL INFORMATION IMPROVEMENTS AND AT ALL CHANGES IN GRADE RELATED TO PAVING. 6. USE 2-#4 REINFORCING BARS, 10' LONG OVER ALL UTILITY TRENCHES FOR NEW SIDEWALK AND CONNECTIONS TO EXISTING SIDEWALK. 7. AT DRIVE APPROACHES, SIDEWALK PCC AND BASE THICKNESS SHALL MATCH THAT OF THE DRIVE. HEAVY DUTY CONCRETE PAVEMENT SECTION (AT DUMPSTER AND APRON) N.T.S. CONCRETE SIDEWALK 0 N.T.S. PAVING LEGEND S 0 30' 60' GRAPHIC SCALE 30' OA TYPE II CONCRETE CURB AND GUTTER, TYP. (SEE DETAIL SHEET C6.4) OB 18' WALK OFF CURB, TYP. (SEE DETAIL, THIS SHEET) OC CONCRETE SIDEWALK, TYP. (SEE DETAIL, THIS SHEET) OD ACCESSIBLE RAMP, TYP. (SEE ARCH DETAIL, SHEET C6.1) OE TRUNCATED DOMES, TYP. (NOT USED) OF ACCESSIBLE PARKING SIGN, TYP. (R7-8 PER MUTCD, SEE DETAIL, SHEET C6.1) OG ACCESSIBLE PAVEMENT MARKING, TYP. (SEE DETAIL, SHEET C6.2) OH PAINTED STRIPING, TYP., 24" O.C. AT 45' lO 4" WIDE PAINTED SOLID LINE, TYP. O TO GO PARKING AND SIGNAGE, TYP. (SEE ARCH. DETAIL, SHEET SP2.2) OK BIKE RACK, (SEE DETAIL ON SHEET C6.1) OL BOLLARD, TYP. (SEE ARCH FOR LOCATION AND DETAIL, SHEET C6.1) OM EXISTING CONCRETE CURB AND GUTTER, TYP. ON CONNECT TO EXISTING PAVEMENT, SIDEWALK, CURB, TYP. OO EDGE OF NEW PAVEMENT. PROVIDE SMOOTH CONSTRUCTION JOINT, TYP. OP TRANSITION TO FULL CURB, TYP. (SEE DETAIL, SHEET C6.1) ® STOP SIGN, TYP. (SEE DETAIL ON SHEET C6.1) OR TRAFFIC FLOW ARROW, TYP. (NOT USED) OS PAINTED CROSS WALK (SEE DETAIL, SHEET C6.1) OT 3' TRANSITION TO ZERO CURB (SEE DETAIL, SHEET C6.1) O TYPE III CONCRETE CURB AND GUTTER (SEE DETAIL, SHEET C6.4) OV 3' WIDE CURB CUT (SEE DETAIL, SHEET C6.1) OW CONIC COLLAR AROUND MANHOLES IN ASPHALT (SEE DETAIL, SHEET C6.1) OX COMMERCIAL DRIVE APRON (SEE DETAIL, SHEET C6.3) YQ DO NOT MOW OR SPRAY SIGNAGE TYP. (SEE DETAIL SHEET C2.4) Al STANDARD DUTY CONCRETE PAVEMENT/SIDEWALK (SEE DETAIL THIS SHEET) HEAVY DUTY CONCRETE PAVEMENT SEE DETAIL THIS SHEET STANDARD DUTY ASPHALT PAVEMENT (SEE DETAIL THIS SHEET) HEAVY DUTY DUTY ASPHALT PAVEMENT (SEE DETAIL TH:S SHEET) PVC CONDUIT LOCATION (SEE NOTE 4, THIS SHEET) REVERSE GUTTER (TYPE III PER DETAIL) (SEE CURB DETAIL SHEET C6.4) PAVING NOTES: 1. REFERENCE GEOTECH REPORT TO CONFIRM ALL PAVEMENT SPECIFICATIONS AND RECOMMENDATIONS. Q 2. MAXIMUM SPACING FOR CONTROL JOINTS SHALL BE 10 ON TANGENTS AND 5' ON RADII. THE MAXIMUM SPACING FOR EXPANSION JOINTS SHALL BE 50'. 3. EXPANSION JOINTS SHOULD BE USED WHEREVER THE PAVEMENT WILL ABUT A STRUCTURAL ELEMENT SUBJECT TO DIFFERENT MAGNITUDE OF MOVEMENT, E.G., LIGHT POLES, RETAINING WALLS, EXISTING PAVEMENT, STAIRWAYS, ENTRYWAY PIERS, BUILDING WALLS, MANHOLES. 4. REFERENCE IRRIGATION AND MEP PLANS FOR CONDUIT SIZES AND LOCATIONS. ALSO, INSTALL SLEEVES AS NECESSARY FOR EXTERIOR LIGHTING. 5. WHEN NATURAL FLOW OF DRAINAGE IS AWAY FROM CURB, CONTRACTOR TO INSTALL REVERSE GUTTER PITCH. 5. IF DEMOLITION OR CONSTRUCTION ON SITE WILL INTERFERE WITH THE ADJACENT PROPERTY OWNER'S TRAFFIC FLOW, THE CONTRACTOR SHALL COORDINATE WITH ADJACENT PROPERTY OWNER, TO MINIMIZE THE IMPACT ON TRAFFIC FLOW. TEMPORARY RE-ROUTING OF TRAFFIC IS TO BE ACCOMPLISHED BY USING DOT APPROVED TRAFFIC BARRICADES, BARRELS, AND/OR CONES. TEMPORARY SIGNAGE AND FLAGMEN MAY BE ALSO NECESSARY. CONCRETE SIDEWALK SEE DETAIL, THIS SHEET SUBGRADE 13 ON 18" O.0 8" LONG CURB AND GUTTER -SEE DETAIL, SHEET C6.4 T. WALK -OFF CURB N.T.S. A PLAN REVISED PER SITE PLAN REVISIONS Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO. ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 / No. FO•.� i 11011 fi�,5�-7 ' E F '.,/�OxN' IA NP . G���� -'yS/ONA` IE0��� Signature: 09-24-12 . Z Q ' Q Uj Z Q I J F-- Issue Date: 5/21/12 REVISION INFORMATION I 1 06-29-2012 PLAN REVIEW COMMENTS 2 08-17-2012 PLAN REVIEW COMMENTS 3 09-20-2012 BUILDING CHANGES Restaurant #: 10G0074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING PAVING AND STRIPING PLAN C4.1 E N N N (D N N Q N U ELEVATION=892 76 �s 893.29 ELEVATION=891.85 892 s 891 U \ \ r N:. T _ 88 890.29 U \\ o PRIVATE DRIVE i o Q U° I ---- 894.65TC ° E r (. 894.21 FL N 0� z ' N L J 1894.70TW ---- `--J 894.70TC a C - 894.15TC E o 894.93TC 894.92TC 894.20TW 894.15FL \\ 894.95TC 894.45TW 894.70TC 894.40TW UI j 894.95TW 894 90T c r \ 894.90TW o 894.1 OTW 894.60TC \ 694.1 OFL j 894.54TC 894.85TC ° 894.04FL f 894.36FL j / 894.35FL 0 0 O 894.60TW r? / 894.90TC 894.35TC 894.60TC �s$ 894.40FL U 894.40TC j 3 / 894.40FL Y � I c Cm o / E ACCESSIBLE DETAIL A ACCESSIBLE DETAIL B .3 p N SCALE: 1"=10' SCALE: 1"=10' L L �o 40� w 2 S 0 30' 60' GRAPHIC SCALE 30' GRADING LEGEND TC = TOP OF CURB TW = TOP OF SIDEWALK TP = TOP OF PAVEMENT ME = MATCH EXISTING ELEVATION FL = FLOW LINE/BOTTOM OF CURB FF = FINISHED FLOOR R = RIM ELEVATION GD = GROUND ELEVA11ON v PROPOSED CONTOUR ....:..... EXISTING CONTOUR RIDGE RIDGE UNE _ SLOPE AND FLOW DIRECTION o HIGH WATER LEVEL + + + + VEGETATED SWALE c _ � Y E N N N (D N N Q N U ELEVATION=892 76 �s 893.29 ELEVATION=891.85 892 s 891 U \ \ r N:. T _ 88 890.29 U \\ o PRIVATE DRIVE i o Q U° I ---- 894.65TC ° E r (. 894.21 FL N 0� z ' N L J 1894.70TW ---- `--J 894.70TC a C - 894.15TC E o 894.93TC 894.92TC 894.20TW 894.15FL \\ 894.95TC 894.45TW 894.70TC 894.40TW UI j 894.95TW 894 90T c r \ 894.90TW o 894.1 OTW 894.60TC \ 694.1 OFL j 894.54TC 894.85TC ° 894.04FL f 894.36FL j / 894.35FL 0 0 O 894.60TW r? / 894.90TC 894.35TC 894.60TC �s$ 894.40FL U 894.40TC j 3 / 894.40FL Y � I c Cm o / E ACCESSIBLE DETAIL A ACCESSIBLE DETAIL B .3 p N SCALE: 1"=10' SCALE: 1"=10' L L �o 40� w 2 S 0 30' 60' GRAPHIC SCALE 30' GRADING LEGEND TC = TOP OF CURB TW = TOP OF SIDEWALK TP = TOP OF PAVEMENT ME = MATCH EXISTING ELEVATION FL = FLOW LINE/BOTTOM OF CURB FF = FINISHED FLOOR R = RIM ELEVATION GD = GROUND ELEVA11ON 48 PROPOSED CONTOUR EXISTING CONTOUR RIDGE RIDGE UNE X. X% SLOPE AND FLOW DIRECTION - - - HIGH WATER LEVEL + + + + VEGETATED SWALE LD LIMITS OF DISTURBED AREA GENERAL GRADING NOTES: 1. ALL SPOT GRADES ARE TO TOP OF PAVEMENT (TP) OR FLOW LINE OTTOM OF CURB (FL), UNLESS OTHERWISE NOTED. 2. GENERAL CONTRACTOR TO REFERENCE NOTE 1 REGARDING SPOT ELEVATIONS, COORDINATE WITH DIRT AND LANDSCAPE SUBCONTRACTORS REGARDING PROPOSED SOD AND HYDROMULCH LOCATIONS TO ENSURE ADEQUATE CUT FOR FUTURE VEGETATION. 3. NO EARTHEN SLOPE SHALL BE GREATER THAN 3:1, UNLESS OTHERWISE NOTED. 4. MAXIMUM SLOPE IN ACCESSIBLE PARKING SPACES AND LOADING ZONES SHALL NOT EXCEED 2.0% IN ALL DIRECTIONS. 5. MAXIMUM RUNNING SLOPE SHALL NOT EXCEED 5% ANG CROSS SLOPE SHALL NOT EXCEED 2% ON ALL SIDEWALKS AND ACCESSIBLE ROUTES UNLESS OTHERWISE NOTED. 6. WHEN NATURAL FLOW OF DRAINAGE IS AWAY FROM CURB, CONTRACTOR TO INSTALL REVERSE GUTTER PITCH. REFER TO SHEET C4.1 A SHEET REVISED PER GRADING COMMENTS Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 G S T EVIA No. �11r E F I Ill I 11000N S.gnature: 09-24-12 I . Z Q . i - U) LLJZ Q J I i Issue Date: 5/21/12 REVISION INFORMATION 1 06-29-2012 PLAN REVIEW COMMENTS 2 08-17-2012 PLAN REVIEW COMMENTS 3 09-20-2012 BUILDING CHANGES Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING GRADING PLAN C4.2 N (D C U 3 Cn U I 0 0 Q U c :s a� 0 N z I a� E a U I c a� L 0 N 0 r� 00 w o V Z C `s E C C C t C D 5 z 0 0 0 0 0 6 N 0 0 3 0 L E U 0 L 0 U 0 a`L CL 0 a E 0 0 Cn y v n 6 o_ n 0 3 L 3 0 0 0 n. a U N d N • L `o T C: 0 C C: U 0 0 .: 2 0 0 CF .o (u a U) C 2 N 0 0 a U 0 U t 3 iu iv o, 0 C U O 14: ►�'� ST11 f I + + + + -+ + 11= R" PFRF_ PIPE -08' '1 ST10 \- 55 LE ERD' PERF. SEE SHEET C4.5 & C4.6 FOR STORM PROFILES A 6"x6" 45' WYE 8 1 WYE FL= 6" CLEANOUT 91.9 16 LF - 6" FL=891.45 PVC at 1.0% --�� 6"x6" 45' _ WYE 5 LF - 6" FL=891.03 PVC at 6.2%_� PVC at 1.0% CONNECT TO RD3 FL 6".591.50 + + + + +• • +. 471 PVC t 1 0% " FL 6" 892.00 - - PVC at 1.0% \ PVC at 1.0% ]] LF - 6" 6" 6" 45' WYE ---LMNNECT TO RD17 5 LF x FL=891.82 1 LF - 6" PVC at 1.0% 6"x6" 45' WYE - FL=891.81 0o 6[ -0 STRUCTURE DATA TABLE PVC iat 1.09 - PIPES IN: /� /\ 6"x6" 45' F - ST EX. MH 1 RIM: 889.62 FL 891.43 EX PIPE INV OUT: 883.60 PV�Ca% -- - p SEE SHEET C4.5 & C4.6 FOR STORM PROFILES A 6"x6" 45' WYE 8 1 WYE FL= 6" CLEANOUT 91.9 16 LF - 6" FL=891.45 PVC at 1.0% --�� 6"x6" 45' _ WYE 5 LF - 6" FL=891.03 PVC at 6.2%_� PVC at 1.0% CONNECT TO RD3 FL 6".591.50 + + + + +• • +. 471 PVC t 1 0% " FL 6" 892.00 - - PVC at 1.0% \ PVC at 1.0% ]] LF - 6" 6" 6" 45' WYE ---LMNNECT TO RD17 5 LF x FL=891.82 1 LF - 6" PVC at 1.0% 6"x6" 45' WYE - FL=891.81 + + -+-�-� FL 6" 892.00 PVC at 15.0% 6" CLEANOUT FL= 890.66 6 LF - 6" PVC at 3.2% CONNECT TO RD5 6 LF - 6" FL 6" 891.50 PVC at 9.5% CONNECT TO RD6 CONNECT TO RD16 FL 6" 891.50 20 LF - 6" FL 6" 892.00 PVC at 1.0% CONNECT TO RD15 CONNECT TO RD8 FL 6" 892.00 FL 6" 891.50 6 LF - 6 CONNECT TO RD7 PVC at 11.0% FL 6" 891.50 ELL All CONNECT TO RD14 CONNECT TO RD20 FL 6" 891.50 9 LF - 6 FL 6' 892.00 PVC at 4.7%0"4 " 6 IF - 6 8 LF - 6" 9 IF - PVC at 13.0% PVC at 19.5% PVC at 17.4% i CONNECT TO RD13 CONNECT TO RD9 FL 6" 892.00 FL 6" 892.00 CONNECT TO RD9 CONNECT TO RD12_ FL 6" 892.00 FL 6" 892.00 20 LF - 6" CONNECT TO RD11 PVC at 1.OX FL 6" 892.00 J 5 IF - 6" CONNECT TO RD10 PVC at 19.4% FL 6" 892.00 6LF-5" PVC at 26.2% at 1.0% FL=890.43 6LF-6" PVC at 1.0% 7 LF - 6" PVC at 23.3% 6"W 45*FL=890.37 PVC at 1.0% _. -14 LF - 6" PVC at 6.8% 6"x6" 45' WYE 11 LF - 6" FL=890.55 PVC at 1.0% 6"x6" 45' WYE FL=890.44 17 LF -6" A + PVC at 6.2% �+ \ 3LF-6" + + VC at 7.1% ++ \ i 6"x6" 45' WYE + + 6" FE FL=890.24 +1NV=889 03: 17 ..tF - 6" + + PtVC at 4.7% + + 6"x6" 45' WYE + FL=8'91.03 + + 8x6" 45' WYE + + \ FL=891.08 + 27 LF - 6" + PVC at 1.2% +. + 6"x6"x6" 45' WYE FL=889.91 88 LF - 6" + PVC at 1.0% PVC at 1.0% + + 6"x6" 45' WYE + + FL=890.09 + '\-r,",,6* 45* WYE 8LF-6" FL=890.44 � � PVC at 1.0% 9LF-6" PVC at 17.4% ' III I FL=890.29 ROOF DRAIN STORM SEWER PLAN SCALE: 1"=20' GENERAL STORM SEWER NOTES: 1. REFERENCE STORM SEWER NOTES ON SHEET C1.3. 2. REFERENCE STORM SEWER DETAILS ON SHEET C6.1, C6.2, AND THIS SHEET. 3. REFERENCE ARCH PLAN FOR ROOF DRAIN DETAILS AND LOCATIONS. 4. CONTRACTOR TO FIELD VERIFY FLOW LINE OF EXISTING STORM DRAIN STRUCTURES. ROUND DOWNSPOUT, SEE ARCH. PLANS DOWNSPOUT TRANSITION TO DOWNSPOUT CLEANOUT LID PROPOSED GROUND 4"-45' BEND Z_ 4"X6" WYE 04 6" -AO' BEND OUTLET PIPE, SEE PLAN - AND SCHEDULE ROOF DRAIN / DOWNSPOUT CONNECTION DETAIL N.T.S. 0o 6[ -0 STRUCTURE DATA TABLE PVC iat 1.09 - PIPES IN: /� /\ 6"x6" 45' F - ST EX. MH 1 RIM: 889.62 FL 891.43 EX PIPE INV OUT: 883.60 PV�Ca% -- - �.-n* 4 WYE k=891.42 ^ 8 LF -`6" PIPE -01 TO ST MH 4, PVC at 7.3% 6" ST FES 8 LF t PVC at 1.0% + + -+-�-� FL 6" 892.00 PVC at 15.0% 6" CLEANOUT FL= 890.66 6 LF - 6" PVC at 3.2% CONNECT TO RD5 6 LF - 6" FL 6" 891.50 PVC at 9.5% CONNECT TO RD6 CONNECT TO RD16 FL 6" 891.50 20 LF - 6" FL 6" 892.00 PVC at 1.0% CONNECT TO RD15 CONNECT TO RD8 FL 6" 892.00 FL 6" 891.50 6 LF - 6 CONNECT TO RD7 PVC at 11.0% FL 6" 891.50 ELL All CONNECT TO RD14 CONNECT TO RD20 FL 6" 891.50 9 LF - 6 FL 6' 892.00 PVC at 4.7%0"4 " 6 IF - 6 8 LF - 6" 9 IF - PVC at 13.0% PVC at 19.5% PVC at 17.4% i CONNECT TO RD13 CONNECT TO RD9 FL 6" 892.00 FL 6" 892.00 CONNECT TO RD9 CONNECT TO RD12_ FL 6" 892.00 FL 6" 892.00 20 LF - 6" CONNECT TO RD11 PVC at 1.OX FL 6" 892.00 J 5 IF - 6" CONNECT TO RD10 PVC at 19.4% FL 6" 892.00 6LF-5" PVC at 26.2% at 1.0% FL=890.43 6LF-6" PVC at 1.0% 7 LF - 6" PVC at 23.3% 6"W 45*FL=890.37 PVC at 1.0% _. -14 LF - 6" PVC at 6.8% 6"x6" 45' WYE 11 LF - 6" FL=890.55 PVC at 1.0% 6"x6" 45' WYE FL=890.44 17 LF -6" A + PVC at 6.2% �+ \ 3LF-6" + + VC at 7.1% ++ \ i 6"x6" 45' WYE + + 6" FE FL=890.24 +1NV=889 03: 17 ..tF - 6" + + PtVC at 4.7% + + 6"x6" 45' WYE + FL=8'91.03 + + 8x6" 45' WYE + + \ FL=891.08 + 27 LF - 6" + PVC at 1.2% +. + 6"x6"x6" 45' WYE FL=889.91 88 LF - 6" + PVC at 1.0% PVC at 1.0% + + 6"x6" 45' WYE + + FL=890.09 + '\-r,",,6* 45* WYE 8LF-6" FL=890.44 � � PVC at 1.0% 9LF-6" PVC at 17.4% ' III I FL=890.29 ROOF DRAIN STORM SEWER PLAN SCALE: 1"=20' GENERAL STORM SEWER NOTES: 1. REFERENCE STORM SEWER NOTES ON SHEET C1.3. 2. REFERENCE STORM SEWER DETAILS ON SHEET C6.1, C6.2, AND THIS SHEET. 3. REFERENCE ARCH PLAN FOR ROOF DRAIN DETAILS AND LOCATIONS. 4. CONTRACTOR TO FIELD VERIFY FLOW LINE OF EXISTING STORM DRAIN STRUCTURES. ROUND DOWNSPOUT, SEE ARCH. PLANS DOWNSPOUT TRANSITION TO DOWNSPOUT CLEANOUT LID PROPOSED GROUND 4"-45' BEND Z_ 4"X6" WYE 04 6" -AO' BEND OUTLET PIPE, SEE PLAN - AND SCHEDULE ROOF DRAIN / DOWNSPOUT CONNECTION DETAIL N.T.S. *ST MH SHALL REFERENCE DETAIL "STORM MANHOLE" ON SHEET C6.1 **ST FES SHALL REFERENCE DETAIL "D-12 POND OUTFALL STRUCTURE" ON SHEET C6.2 W S E 0 30' 60' GRAPHIC SCALE 30' LEGEND EX. WATER LINE STRUCTURE DATA TABLE =X. HYDRANT STRUCTURE NAME: PIPES IN: PIPES OUT EX. SANITARY SEWER LINE ST EX. MH 1 RIM: 889.62 PIPE -04 FROM ST MH 2, 12" RCP INV IN: 884.90 O 0.50X EX PIPE INV OUT: 883.60 EX. SANITARY SEWER MANHOLE -- - EX. STORM DRAIN LINE 0.50% EX. STORM STRUCTURES PIPE -01 TO ST MH 4, EX. OVERHEAD ELECTRIC LINE ST FES 5 RIM: 890.30 RCP EX. POWER POLE 12" RCP INV OUT: 888.55 O 0.30X 0.50% EX. TELEPHONE UNE PIPE -13 FROM ST MH 12, EX. FIBER OPTICS 32.729 ST FES 6 RIM: 890.48 15" RCP INV IN: 888.70 O 0.30X PR. GAS UNE (BY GAS COMPANY) 0.50% PR. PHONE UNE PIPE -05 PR. STORM DRAIN UNE > PIPE -07 TO ST MH 14. O ® ST FES 15 RIM:889.41 PR. STORM STRUCTURE (CLOSED LID) • 12" RCP INV OUT. 887.66 O 0.50% PR. SANITARY SEWER LINE 36.722 PR. SANITARY GREASE TRAP RCP PIPE -14 TO STM FES 16, 12.000 ST FES 17 RIM:889.12 PR. WATER STRUCTURE PIPE -13 12" RCP INV OUT' 888.10 O 0.25% PR. LIGHT POLE RCP PIPE -03 FROM ST MH 3, 57.717 0.30% + + + + + VEGETATED SWALE 12" RCP INV IN: 885.21 O 0.50% PIPE -04 TO ST EX. MH 1. RCP ST MH 2 RIM: 893.29 PIPE -05 FROM ST MH 13, 12" RCP INV OUT' 885.11 O 0.50% (ini (°ki 12" RCP INV IN: 885.90 O 0.50% {ft) {ft) (111 ±fk} PIPE -02 FROM ST MH 4. PIPE -03 TO ST MH 2. 0.54 ST MH 3 RIM: 894.01 12" RCP INV IN: 886.21 O 0.50X 12" RCP INV OUT. 885.95 O 0.50% 1.57 0.00 PIPE -01 FROM ST FES 5, PIPE -02 TO ST MH 3. 12 ST MH 4 RIM: 893.18 12" RCP INV IN: 888.43 O 0.30% 12" RCP INV OUT: 886.95 O 0.5OX 893.29 3 to 2 148.408 0:00 PIPE -20 TO ST MH 8, 0.00 ST MH 7 RIM: 892.26 15.0 16.0 12" RCP INV OUT: 889.76 O 0.30% 0.00 1.16 PIPE -20 FROM ST MH 7, PIPE -10 TO ST MH 9, 0.50 ST MH 8 RIM: 892.70 12" RCP INV IN: 889.57 O 0.30X 12" RCP INV OUT: 889.47 O 0.30X 4 to 3 147.622 PIPE -10 FROM ST MH 8. PIPE -09 TO ST MH 12, 0.00 ST MH 9 RIM: 893.15 12" RCP INV IN: 889.30 O 0.30X 12" RCP INV OUT' 889.20 O 0.45X 1.16 2.52 2.14 i2 PIPE -08 TO ST MH 11, 886.21 ST MH 10 RIM: 892.71 887.47 89401 12" RCP INV OUT. 890.46 O 0.30% 40.334 0:00 PIPE -08 FROM ST MH 10, PIPE -11 TO ST MH 12, 0.00 ST MH 11 RIM: 892.75 12" RCP INV IN: 890.31 O 0.30% 12" RCP INV OUT: 890.21 O 0.3OX 1.94, 1.51 ' PIPE -11 FROM ST MH 11, 888.43 888.55 889.43 889.47 12" RCP INV IN: 889.84 O 0.30X PIPE -13 TO ST FES 6, 35 009 ST MH 12 RIM: 892.75 PIPE -09 FROM ST MH 9, 15" RCP INV OUT: 888.93 O 0.30X 15.4 4.5 12" RCP INV IN: 889.03 O 0.45X 245 2.55 3.13 12 PIPE -06 FROM ST MH 14, PIPE -05 TO ST MH 2, 886.90 ST MH 13 RIM: 892.91 12" RCP INV IN: 886.33 O 0.50X 12" RCP INV OUT. 886.07 O 0.5OX 0.54 0.0€3 PIPE -07 FROM ST FES 15, PIPE -06 TO ST MH 130, 15.2 ST MH 14 RIM: 891.40 12" RCP INV IN: 887.50 O 0.50X 12" RCP INV OUT. 886.50 O 0.50X 3.14' 12 PIPE -14 FROM ST FES 17, 886.50 887.33 STM FES 16 RIM:889.02 12" RCP INV IN: 888.00 O 0.25X 15 to 14 32.226 *ST MH SHALL REFERENCE DETAIL "STORM MANHOLE" ON SHEET C6.1 **ST FES SHALL REFERENCE DETAIL "D-12 POND OUTFALL STRUCTURE" ON SHEET C6.2 W S E 0 30' 60' GRAPHIC SCALE 30' LEGEND - > • • 6" SSD Pipe Table EX. WATER LINE Size =X. HYDRANT Slope EX. WATER VALVE - EX. SANITARY SEWER LINE 40.334 EX. SANITARY FORCE MAIN RCP EX. SANITARY SEWER MANHOLE -- - EX. STORM DRAIN LINE 0.50% EX. STORM STRUCTURES PIPE -03 EX. OVERHEAD ELECTRIC LINE -- -- EX. UNDERGROUND ELECTRIC LINE RCP EX. POWER POLE 12.000 EX. GAS LINE 0.50% EX. TELEPHONE UNE PIPE -07 EX. FIBER OPTICS 32.729 PR. TRANSFORMER „-.. PR. UNDERGROUND ELECTRIC LINE 12.000 PR. GAS UNE (BY GAS COMPANY) 0.50% PR. PHONE UNE PIPE -05 PR. STORM DRAIN UNE > PR. STORM ROOF DRAIN LINE O ® PR. STORM STRUCTURE (OPEN LID) 0 o PR. STORM STRUCTURE (CLOSED LID) • PR. STORMCEPTOR WTQ. STRUCTURE PIPE -09 PR. SANITARY SEWER LINE 36.722 PR. SANITARY GREASE TRAP RCP PR. SANITARY CLEANOUT 12.000 PR. WATER LINE 0.30% PR. WATER STRUCTURE PIPE -13 PR. HYDRANT 0& p I PR. LIGHT POLE RCP PR. BARRIER FREE RAMP 12.000 57.717 0.30% + + + + + VEGETATED SWALE 12.000 j 39.751 0.25% - > • • 6" SSD Pipe Table Pipe Name Size Length Slope MATERIAL PIPE -01 12.000 40.334 0.307. RCP PIPE -02 12.000 147.516 0.50% RCP PIPE -03 12.000 148.514 0.50% RCP PIPE -04 12.000 42.034 0.50% RCP PIPE -07 12.000 32.729 0.50% RCP PIPE -06 12.000 34.036 0.50% RCP PIPE -05 12.000 34.996 0.50% RCP PIPE -08 12.000 50.829 0.30% RCP PIPE -09 12.000 36.722 0.45% RCP PIPE -11 12.000 124.317 0.30% RCP PIPE -13 15.000 77.841 0.30% RCP PIPE -10 12.000 57.717 0.30% RCP PIPE -14 12.000 j 39.751 0.25% RCP PIPE -20 12.000 62.376 0.30% RCP SHEET REVISED PER NEW STORM SEWER LAYOUT STORM SEWER PIPE ANALYSIS: Emil Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 \\�\\\N\\1111111111111111 //////I No.�R���� $ 11011011' (Jf A01 OF i'j 2 tv 0�., NpIANP 81 /0NAll- Signature: 09-24-12 Line Incr. Total: Runoff) Incr Total inlet Time ` Rnfal Total < Adni Total Capac tleloc _ Pipe Pipe I'nvBev' Inv Bev Up HGL Dn HGL Up Grnd/Rim Dn GrndfRim Up p 1 06-29-2012 Length 'Area PLAN REVIEW COMMENTS -- Area Goeff. G xA G xA Time Gonc Int Run Flaw Flow Full Ssze Slope Restaurant #: 10GO074 STRUCTURES €1i} (ac) (ac) (C) CARMEL, IN (Min) min ( min) ilnthr} < {cfs} (cfsa (cfst {efs) tftla) (ini (°ki Eft) t>t) {ft) {ft) (111 ±fk} 2 to 1 42.201 0,00 0.54 0.00 0.00 0.36 15.0 . _ 16.9 4.3 1.57 0.00 3.55 2.51 4.52 12 0 50 884.90 88511 885.90 886.32 0.00 893.29 3 to 2 148.408 0:00 0.00 0.00 0.00 0.00 15.0 16.0 0.0 0:00 0.00 1.16 2.51 1.79 12 0.50 885.21 885.95 886.44 886-61 893.29 894.01 4 to 3 147.622 0.00 0.00 0.00 0.00 0.00 15.0 15.2 0.0 0.00 0.00 1.16 2.52 2.14 i2 0.50 886.21 886.95 887.21 887.47 89401 893.18 5 to 4 40.334 0:00 0.00 0.00 0.00 0.00 15.0 15.0 0.0 0:00 1,16" 1.16 1.94, 1.51 ' 12 0.30 888.43 888.55 889.43 889.47 893.18 888,75 13 to 2 35 009 0.00 0.54 0.00 0.00 0.36 15.0 15.4 4.5 1.63 0.00 245 2.55 3.13 12 0.51 88590 88608 886.90 88705 893.29 892.91 14 to 13 1-4.021 0.00 0.54 0.0€3 0.00 0.36 < 15.0 15.2 45 1.64 0.00 2.46 2.52 3.14' 12 050 886.33 886.50 887.33 887.48 892.91 891.41 15 to 14 32.226 0.54 0.54 0.67 0.36 0.36 15.0 15.0 4 5 1.65 0.82 2.47 2.51 3.14 12 050 887.50 887.66 888.50 888.65: 891.41 887.89 12 to 6 7"7 838 000 1.05 000 0.00 0.77 0.0 16.0 4A 3.44 0.00 344 3.51 2 81 15 0.30 888.70 88893 889.95 89016 891.41 89 75 11 to 12 124.317 0.17 0.37 0.64 0.11 fl 24 15.0 15.3 4 5 1.11 0.00 1.11 1.94 1.59 12 0.30 889.84 890.21 &90.84 890.95 892.75 892.75 10 to 11 50.829 0.20 0:20 0.68 0.14 014 15.0 15.0 4 5 0.52 0.00 o.62 1.93 0.82 12 0.30 890 31 890.46 89131 891.32 89275 892.71 9 to 12 36.718 0.29 0.68 0.80 0.23 0.53 15.0 15.7 4.5 2.37 0.00 2.37 242 3.02 12 0.46 889.03 889.20 890.28 890.44 892.75 893.15 8 to 9 57.717 0.23 0:39 0.76 0.17 0.30: 15.0 15.3 4.5 1.34 0.0o 1.34 1.93 1.71 12 0.29 889.30 889.47 &90.58 890.67 893.15 &D2.70 7 to 8 62 376 +0.16 0.16 0.77 0.12 0.12 15.0 15.0 4.5 0.56 0.00 0.56 1.97 0.76 12 0.30 889.75 8&9.94 890.75 8.40.76 892.70 892.26 SHEET REVISED PER NEW STORM SEWER LAYOUT Emil Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 \\�\\\N\\1111111111111111 //////I No.�R���� $ 11011011' (Jf A01 OF i'j 2 tv 0�., NpIANP 81 /0NAll- Signature: 09-24-12 F- • YY ` Q •� Q I • I- LLI Z Q J H Issue Date: 5/21/12 REVISION INFORMATION 1 06-29-2012 PLAN REVIEW COMMENTS -- 2 08-17-2012 PLAN REVIEW COMMENTS 3 09-20-2012 BUILDING CHANGES Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING STORM SEWER PLAN C4.4 v 0 0 U 0 U) U) a v C: 0 c LO x T E Y 0 3 0 0 O 3 N 0 L U 4 U 0 v C L0 a� E Y C 0 .o Q v v v C O C O v r v 0 C a� U O v C 0 U C v .0 0 a E a 0 V) 1 0 y 0 o_ a N 3 U_ L 3 0 U 0 0 0- a U w U O C1 N N L O w 0 '0 0 '0 Q) U iu 0 D I L v 0 C u) a Cu) rn 0 -v >_ v m .- a 0 U O U L L 3 iv 0 U 0 A L H 908 908 10+00 11+00 12+00 13+00 PROFILE: STORM LINEA SCALE. HORIZ. 17-50', VERT. 1--5' 908 908 904 TOP OFBANK N a 904 896 M 904 w-� _ _ F- `- 00 W 3 �, __ W _ W v 0) 904 892.76 ft 892 co V) O� Wa- o vim: 0 qj wN F! -n 3w O� ZU 3:1 00 SLOPES HWL=892.55 0 NOZOp N N z U U_ 0 N W a N J e 3 U = 0> N 0 \Vo z_'cN Cr N(V a a� - In 900 w w f\O O 0_ (ra r -x w �aZ�o Niv� N O �� N�rj ISO N 1-0 OCe _ZZioo_ N-� q 04 vwi 900 H Q O s H F> cnUUcOcna M a _ _ .- .- _ __ a�WW�M ;-oma o i j ao; amg00o _ m<0 a w�' - �rn 0- LL (n00aD�_ _ z t/S W�FOO NOcA � Q N O) ao O O IhW+d �� U rn �?O 0 Z �UODO �tE) W - II fA WOD Of (n z�Nz�a�> HQO: ��» to v U o cn a ? ? �- a 0 : �- - z cnc)c�cocnoc_ 896 >O a.l co(n�Zz c) tnUU?En Z0OaF+Nto� _ _ NC9cn Je OO�i �� OQ�» ZO�OZ;MS�co F- -+MCO .. 00.... N 896 cnljN' • =1=UatO�a0zZ0p CnccnEnFz_Z =Z�JtocnW a0 Ln 896 892 W0 0O UUZ�NtYZZZ Q (O c0 cn V)USz3iGEn NiYZZ d6 C30�0,�� 892 0 -_00 00 IA O ON- � Q 00 00 � 124 LF OF 12" RCP ® 0.30% wcr - mom Ln - W w M. ir - 00 :D 888 892 x LU z z Do z 888 (OF 12" RCP 888 � N \� � > 892 . ®..0.30% wZ--:. 34 LF OF 12" RCP EX. 14" FORCEM AIN 884 35 LF OF 12" RCP ®0.50% 884 cn.-3NFr z T/P 889.55 H0> X> �" CONTRACTOR TO TAKE NECESSARY 884 882 Oo PRECAUTIONS TO PROTECT EX. SAN. w o w w n r z to HGL FORCE MAIN DURING THE 888 m 00 00 888 00 10+00 11+00 40 LF. OF _ __4 4&-6F AF-1.2"-RBP 'A"$• - 12" RCP ® 0.309 149 Lf OF 12" RCP- ® 0.50% - 884_42 LF OF 884 12" RCP ® 0.50 880 880 O cD 17 Qj CO N I M ao 00 000 0 00 10+00 11+00 12+00 13+00 PROFILE: STORM LINEA SCALE. HORIZ. 17-50', VERT. 1--5' 908 908 904 TOP OFBANK co a 904 896 M 3 w-� _ Capacity of Weir (Q) INV=892.76 Invert of 100 -yr HWL 0) to 892.76 ft 892 d. U _ LO 8 ..Er ofw. _j r`O �: NZ MO * � CZ 0p N 3:1 00 SLOPES HWL=892.55 0 NOZOp m: 0 �N BOT. POND 900 = 0> N 0 \Vo z_'cN Cr N(V a a� - In a2OtO QNO w °0 "?. o z 00 0 0 900 VEGETATIVE a Q0 wmao00 woao _ . _ zo>011-0 Zp>�s CO Zw`' omo c orn W of J Q> W O I-: 2 H Q O s H F> cnUUcOcna Wp0 0 �O>n^MMM N0_�ZOtrncogO �0Er NON) II= 00 O(yNZNN� 884 LL (n00aD�_ _ g�U_ _rCpZ_p ����COO 882 896 `°Qa+00D cn I-- m o °) .. =Z cn�0°zzp ►- t' V) (n z�Nz�a�> HQO: ��» to v U o cn a ? ? �- a 0 : �- - z cnc)c�cocnoc_ 896 >O a.l co(n�Zz c) tnUU?En dor-aoz FQpz_ ZZZ tnUci:ov)a_-_ - 0 CV 892 HGL 892 892 Q (O c0 892 0 -_00 00 IA O 124 LF OF 12" RCP ® 0.30% wcr - mom 888 78 _ OF 15" RCP ® 0.30% Li _ _ 51 LF (nWmr-wo L`' w .... 0 888 (OF 12" RCP 888 _ . ®..0.30% 34 LF OF 12" RCP EX. 14" FORCEM AIN 884 35 LF OF 12" RCP ®0.50% 884 OF 12" RCP ® 0.50% T/P 889.55 00.50% CONTRACTOR TO TAKE NECESSARY 884 882 Oo PRECAUTIONS TO PROTECT EX. SAN. 884 to FORCE MAIN DURING THE CONSTRUCTION OF THE STORM SEWER m 10+00 11+00 12+00 PROFILE: STORM LINE B SCALE. HORIZ. 1`_50', VERT. 1"_5' TOP OFBANK co 896 N 896 M SPILLWAY 0.24 ft Capacity of Weir (Q) INV=892.76 Invert of 100 -yr HWL 0) WATER ELEV=893.00 892.76 ft 892 CRI 892 00 3:1 00 SLOPES HWL=892.55 00 888 10+00 11+00 12+00 PROFILE: STORM LINE B SCALE. HORIZ. 1`_50', VERT. 1"_5' CROSS SECTION A A: WEST POND SCALE' HOR/Z. 1"--50', VERT. 1'=5' West Pond Weir Calculations TOP OFBANK v 896 ELEV.=893.00 896 21 ft SPILLWAY 0.24 ft Capacity of Weir (Q) INV=892.76 Invert of 100 -yr HWL 892.55 ft WATER ELEV=893.00 892.76 ft 892 4.93 cfs 892 6.161 cfs 3:1 Y SLOPES HWL=892.55 y NJeZ w 888 BOT. POND 888 = 0> N 0 \Vo z_'cN Cr ELEV.-888.55 0 O ��e J e N'r0 VEGETATIVE �F�N�mQ896 In Z N .Q Q0!!::d NNN W1 ... _ �_.._... SWALE Zw`' omo c orn W of J Q> W O I-: 2 H Q O s H F> cnUUcOcna 6" SSD PIPE: Ir �10'�c�co 884 884 �W+Na000.. SPILLWAY DIMENSIONS 21' WEIR; LENGTH 896 882 :0.24' HEIGHT 882 CROSS SECTION A A: WEST POND SCALE' HOR/Z. 1"--50', VERT. 1'=5' West Pond Weir Calculations Q = C*L*H^1.5 v Weir Coefficient "C" 2.54 Crest Length (L) 21 ft Head about invert (H) 0.24 ft Capacity of Weir (Q) 6.27 cfs Invert of 100 -yr HWL 892.55 ft Invert of Weir (inc 10% FOS) 892.76 ft Q(inflow) 4.93 cfs Qallowed (Inflow * 1.25) 6.161 cfs Q (weir) > Q (allowed) Y WATER ELEV=893.00 WITH 125% FLOW SPILL WAY CROSS SECTION. WEST POND NTS TOP OF BANK=893.00 SPILLWAY INV=892.76 PROFILE: STORM LATA 1 SCALE: HORIZ. 1`_-50', VERT. 1`_5' 904 904 33 Nz a v w 904 4. -_ N D: W: 904 v _ N NZ nro N n tnJ 0) NZ tDUj IN 900 QO0 NN �� M <0) �0 Q ON co Q0� _�� Cp Uj LO �CO 3 :3 Z 00 n 0) Ld 11 1 Go � co D y NJeZ w ZOLLJ (r >ON°0 0 900 w Z a .. J oU w: o G_ = 0> N 0 \Vo z_'cN Cr 900 0 O ��e J e N'r0 m:QO�L- -O <2 remen �F�N�mQ896 In Z N .Q Q0!!::d NNN W1 ... _ �_.._... VO Q � .W._...... Zw`' omo c orn W of J Q> W O I-: 2 H Q O s H F> cnUUcOcna U?m 1 -OO CgMLo Ir �10'�c�co AZO-BZ+� .. 896�ogQ�ry o oW �W+Na000.. J Co O� • =z�J o 896 .. ........ ."i" OD OD .. _-_..._. N-J-"°.�°O°zz= V .�...._.. ... .._Z �Qo�~NH _._....... MZ �FU< --0 z mmOmZO � ��>> >O a.l co(n�Zz c) tnUU?En wd0K§wa'9ZZ - 0 CV 892 0 0 0 892 Q (O c0 0 -_00 00 IA O GL wcr - mom 888 (nWmr-wo L`' w .... 0 888 vn in Fx Z 33 LF 34 LF OF 12" RCP 884 35 LF OF 12" RCP ®0.50% 884 OF 12" RCP ® 0.50% 00.50% 882 882 Oo to m 00 00 00 10+00 11+00 PROFILE: STORM LATA 1 SCALE: HORIZ. 1`_-50', VERT. 1`_5' 904 904 33 Nz a z 3 a w W LnO 4. -_ N D: W: WATER ELEV=892.00 0 U 0 900 N2 r70 : : - N NZ nro N -'OJ O NZ O N N tnJ 0) NZ tDUj IN 900 QO0 NN �� M <0) �0 Q ON m<O rr QMO� Q0� _�� Cp Z CO000MZ 00 000 mm0 w 2 11 1 �� r,� W e d �� Z 00 n 0) Ld 11 1 Go Nzp�NN DWO OzOZtrj00 aDz00Z ENnO� ZOLLJ (r >ON°0 -+cv000O 896 �L3No °? Q O Orn �''v~iC5(n 0 OW Orn I- z0 :2 Cj 'V) N �Z+N En LA Z s_ E- Cn !- � >> z)r H Q O Ham » �F�N�mQ896 In Z N .Q 1- Q O e h- � » > cn000cna?Zz cn 0 0 co to � Z Z a 0 0 0 co in O' ?? H Q O s H F> cnUUcOcna HGL 6" SSD PIPE 884 892 SPILLWAY DIMENSIONS 18' WEIR LENGTH 892 ::: 884 O 0) 00 37 LF " Uh ii. MIr OF 12" RCP OF 10.30y P 00.30% 00.45% Ln 4 0) 00 10+00 11+00 PROFILE: STORM LAT B 1 SCALE. HORIZ. 17--50', VERT. 1---5' 896 896 CROSS SECTION B -B: SOUTHEAST POND SCALE. HOW. 1--50', VERT. 1--5' 888 884 Southeast Pond Weir Calculations SPILLWAY cai Weir Coefficient "C" INV=891.85 Crest Length (L) 41 ft WATER ELEV=892.00 0.15 ft Capacity of Weir (Q) TOP OF BANK Invert of 100 -yr HWL 892 ELEV.=892.00 892 Q(InfIow) HWL=891.66 Qallowed (Inflow * 1.25) 6.03 cfs 3:1 . Y SSB SLOPES 888 BOT. POND BOT. POND ..._ ... .. ELEV.,=888.10 ELEV.=887.66 VEGETATIVE VEGETATIVE SWALE SWALE 884 6" SSD PIPE 884 SPILLWAY DIMENSIONS SPILLWAY DIMENSIONS 18' WEIR LENGTH 41' WEIR LENGTH 882 882 0.15' HEIGHT 882 CROSS SECTION B -B: SOUTHEAST POND SCALE. HOW. 1--50', VERT. 1--5' 888 884 Southeast Pond Weir Calculations Q = C* L* H"1.5 cai Weir Coefficient "C" 2.54 Crest Length (L) 41 ft Head about invert (H) 0.15 ft Capacity of Weir (Q) 6.05 cfs Invert of 100 -yr HWL 891.66 ft Invert of Weir (inc 10% FOS) 891.85 ft Q(InfIow) 4.82 cfs Qallowed (Inflow * 1.25) 6.03 cfs Q (weir) > Q (al lowed) Y WATER ELEV=892.00 WITH 125% FLOW SPILL WAY CROSS SECTION: SOUTHEAST POND NTS . - - - - - - - - - TOP OF BANK=892.00 904 904 90C CL cai 896 00 N mo - O - O 00 ' �' O 896 cnoo 0 0� o OC" LN W mUj -� � � cn n +0i LL WZ W MOM wam•-a0� > N- 892 Ln Ir �> F:• • 892 in - 3 in R i 892 888 40 LF OF 12" RCP ® 0.25% 884 6" WATER LINE T/P 886.10 un 0 rn 00 10+00 PROFILE: STORM LINE C SCALE. HORIZ. 1`_50', VERT. 17-5' CROSS SECTION C -C: NORTHEAST POND SCALE: HORIZ. 1'=50; VERT. 17=5' -n; 884 :4 GENERAL STORM SEWER NOTE: THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING DES NERA NG VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKRLLING THE PIPE. THEI CONTRACTOR T AC OR S INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPI'ANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. Northeast Pond Weir Calculations SPILLWAY 896 INV=892.82 896 18 ft WATER.-ELEV=893.00 0.18 ft Capacity of Weir (Q) TOP OF BANK Invert of 100 -yr HWL 891.36 ft ELEV.-893.00 892.82 ft 892 2.78 cfs 892 3.48 cfs 3:1 HWL=891.36 Y SLOPES 888 BOT. POND 888 ..._ ... .. ELEV.,=888.10 VEGETATIVE SWALE 6" SSD PIPE 884 884 SPILLWAY DIMENSIONS 18' WEIR LENGTH 882 0.18' HEIGHT 882 CROSS SECTION C -C: NORTHEAST POND SCALE: HORIZ. 1'=50; VERT. 17=5' -n; 884 :4 GENERAL STORM SEWER NOTE: THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING DES NERA NG VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKRLLING THE PIPE. THEI CONTRACTOR T AC OR S INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPI'ANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. Northeast Pond Weir Calculations Q = C*L*H^1.5 Weir Coefficient "C" 2.54 Crest Length (L) 18 ft Head about invert (H) 0.18 ft Capacity of Weir (Q) 3.49 cfs Invert of 100 -yr HWL 891.36 ft Invert of Weir 892.82 ft Q(InfIow) 2.78 cfs Qallowed (Inflow * 1.25) 3.48 cfs Q (weir) > Q (allowed) Y WATER ELEV=893.00 WITH 125% FLOW TOP OF BANK=893.00 SPILLWAY INV=892.82 � SPILLWAY CROSS SECTION. NORTHEAST POND NTS A STORM PROFILES REVISED PER STORM LAYOUT REVISIONS Klmley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 21-25 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 ```+a++wuuminun�ir M No. �11�F. &���'''�� SS �O'NIAl1E��a��````. Signature: 09-24-12 F_ Z Q Z) • F_ W Q J Q � I I Issue Date: 5/21112 REVISION INFORMATION 1 06-29-2012 PLAN REVIEW COMMENTS 2 08-17-2012 PLAN REVIEW COMMENTS 3 09-20-2012 BUILDING CHANGES Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING STORM PROFILES AND CROSS SECTIONS C4.5 N f= N n 2 T N E Y -�- O � 3 B/P _- 6 WATER* 2 T N E Y -�- O � 3 B/P O 6 WATER* CASTING TABLE 889.30 3 B/P N 6" WATER* 1'. 88610 v T/P = L EX. OVERHEAD ELECTRIC LINE to D 6" STORM O 889.69 ELEC INCHES ON BOTH SIDES OF THE PIPE) U) 0 V O U) - U) a t C v c E Y PROPER INSULATION OVER o EXISTING FORCE MAIN C, v _ ...3� ° v ° CAUTION! L EXISTING 14" FORCE MAIN, DEPTH 3 UNKNOWN 0 -v N 0 ° C Iv a`> a 0 E O a a i3 -C ° ° 0 J Ln U 3 Lr i c C: a i C C �u a c i 2 a E C c: C a T A. C c C rra i LL C L C i a c f f z C a rn v 12 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY LATERAL REQUIRMENTS 1. ALL HOUSES, BUILDINGS, ETC., SHALL CONNECT TO THE DISTRICT'S SANITARY SEWER SYSTEM WITHIN 90 DAYS OF NOTICE PROVIDING A SEWER IS WITHIN 300 FEET FOR HAMILTON COUNTY OR 100 FEET FOR BOONE COUNTY OF THE PROPERTY LINE AS DEFINED THROUGH INDIANA CODE (IC 13-26-5-2). ONLY ONE BUILDING MAY CONNECT TO THE SEWER MAIN PER LATERAL UNLESS OTHERWISE APPROVED BY THE DISTRICT. 0 2. NO FOUNDATION, SUMP, DOWNSPOUTS OR OTHER STORM WATER DRAINS SHALL BE INTERCONNECTED TO DISTRICT'S SANITARY ° SEWER AS ADDRESSED THROUGH OUR 1/1 ORDINANCE 12.08.08 AND IA POLICY FOUND ON OUR WEBSITE AT WWW.CTRWD.ORG. 3. THE OWNER OR CONTRACTOR SHALL NOTIFY THE DISTRICT PRIOR o TO COVERING THE INSTALLED LATERAL SO THAT THE DISTRICT CAN ,n MAKE AN INSPECTION TO DETERMINE COMPLIANCE WITH THE ° DISTRICTS SEWER USE ORDINANCE. LATERAL STUBS SHALL REMAIN CAPPED UNTIL AN INSPECTOR IS ON SITE. FINAL CONNECTION SHALL ONLY BE MADE UNDER DIRECT SUPERVISION OF A CTRWD INSPECTOR. SUCH NOTIFICATION SHALL BE MADE 24 HOURS PRIOR TO THE NEED FOR THE INSPECTION. IF THE INSPECTION FAILS AND A SECOND INSPECTION IS REQUIRED, OR CONTRACTOR IS NOT ON ,n SITE FOR SCHEDULED INSPECTION, OR FAILS TO CANCEL 4INSPECTION, AN ADDITIONAL FEE OF $100.00 WILL BE DUE. THIS (0 MUST BE PAID PRIOR TO THE TIME OF THE FOLLOW UP INSPECTION. U) 4. PROPERTY OWNERS ARE HEREBY ADVISED THAT THE COUNTY C: BOARD OF HEALTH REGULATES THE OPERATION AND MAINTENANCE OF PRIVATE SEWAGE DISPOSAL (SEPTIC) SYSTEMS. THE COUNTY a ORDINANCE PROVIDES IN PART THAT, UPON CONNECTION TO A PUBLIC SEWER, A SEPTIC TANK "...SHALL BE ABANDONED (PUMPED o CLEAN) AND FILLED COMPLETELY WITH EARTHEN MATERIAL OR STONE IN A SAFE AND SANITARY MANNER." PLEASE CONTACT THE APPROPRIATE COUNTY BOARD OF HEALTH FOR FURTHER INFORMATION AND TO NOTIFY THE DEPARTMENT OF THE 3 ABANDONMENT. r 5. ACCEPTABLE PIPING MATERIALS - PVC PIPE: SDR 35, ASTM D3034 ° - GASKET JOINTS: ASTM D3212 - GASKETS: ASTM F477 0 - FITTINGS: SDR 26 OR BETTER (NO FERNCO'S ALLOWED) E - CLEANOUTS ARE TO BE LOCATED NO MORE THAN THREE FEET o FROM THE FOUNDATION AND FOR GRAVITY LATERALS NO MORE THAN 100 FEET APART ' r - CLEANOUT CAP REQUIREMENTSW PVC THREADED CAPS 1 ~ N kyr oe Tali �Q ro ,nmSruRwa EHiM ryx• M�.wur •,:.c..v' Sum a.carx .o RsuxM, , v Esc.ucxt nPu. 5 PER cW[ dt L9CN. RLLW.E.WIA ME 4ZnW !R ALL SmuC14WE5 ML6i RE AMPApli9 BY cari. .ErtE xnExrA,wM aac ME oErnw[a: wa. ns ,L oa.R"cs wsr w n�awnEn m cmc raR A6MEw -. t _T W CLUE Wl BC PFIAN*iJ .T.Tt M' / cc wrSnnxAE d+ Lx,rnnut .ovre �...... ,' fEP1FORCtD NMCREIE # JiSSAN(E .AY m: wG.E440 e.so � ra msnax++n aE >+� .usm RAKM nn.s :zxwnt cmc P.naa r¢ vwM �RARP" amanu- # # MR,ReR::ro xriR MAY ikVJCFD fI, A GSL -BY -CASE N95 AS lPPRdR9 8i C1R.1 � �- tl MMtlMW Cdu9rt0 /! STdF MAt i f0A t£K1JnG Axl CVPoRi ��t�M28 AAi NNO'M.5 - OEPME�RiO X T R!vR iNT R✓ PTOR�'SEPARATOR ET,A T C .. ti D GAS METER ' NG [' ._ BY VECTREN NER ELEC. I \ EX. FIRE CONNECTION HYDRANT CONNECT TO EXISTING I I G ( B WATER MAIN STUB TO BE G _ 22' BEND PROVIDED DURING CITY 31 LF 6" DIP EXTENSION OF WATER Q O MAIN ALONG MICHIGAN ELEC. SECONDARY 14 LF �I ROAD. CONTRACTOR TO CONDUIT AND WIRE \ COORDINATE WITH J i � CARMEL .WATER UTILITY A e - (BY CONTRACTOR) s D E o WATER METER 5 AND RPZ O6" STORM B/P = 891.20 6 WATER* CASTING TABLE 889.30 O6" STORM B/P .E 6" WATER* T/P = 88610 O 6 SAN T/P = I EX. OVERHEAD ELECTRIC LINE goTMAITANNW D 6" STORM B/P = 889.69 ELEC INCHES ON BOTH SIDES OF THE PIPE) 6" WATER* T/P = 888.19 7. LATERALS SHALL TERMINATE WITHIN 3 FEET OF THE BUILDING O 6„ STORM 6 WATER* B/P = T/P = 891.19 889.48 UNLESS THE CONDITIONS IN ITEM #3 ABOVE ARE MET. NO GLUED PR. STORM STRUCTURE (CLOSED LID) 40%,* CD. G�STF,Q���` PR. SANITARY SEWER LINE e.. O6„ STORM B/P = 891.17 W wtaft 2 WATER* T/P = 889.48 8. ADDITIONAL INFORMATION ON DISTRICT STANDARDS AND WTzl B/P = 891.51 SPECIFICATIONS MAY BE OBTAINED FROM THE DISTRICTS OFFICE Q 6" SAN T/P = 889.07 - ►;.. .. DURING BUSINESS HOURS OF B:OOA.M. TO 4:30 P.M. MONDAY RW ..R THROUGH FRIDAY. ALL DISTRICT STANDARDS CAN BE LOCATED ON w 12STORM B/P = 889.78 OUR WEB SITE AT HTTP: //WWW.CTRWD.ORG. O 10" EX. SAN GRAPHIC SCALE 30' kyr oe Tali �Q ro ,nmSruRwa EHiM ryx• M�.wur •,:.c..v' Sum a.carx .o RsuxM, , v Esc.ucxt nPu. 5 PER cW[ dt L9CN. RLLW.E.WIA ME 4ZnW !R ALL SmuC14WE5 ML6i RE AMPApli9 BY cari. .ErtE xnExrA,wM aac ME oErnw[a: wa. ns ,L oa.R"cs wsr w n�awnEn m cmc raR A6MEw -. t _T W CLUE Wl BC PFIAN*iJ .T.Tt M' / cc wrSnnxAE d+ Lx,rnnut .ovre �...... ,' fEP1FORCtD NMCREIE # JiSSAN(E .AY m: wG.E440 e.so � ra msnax++n aE >+� .usm RAKM nn.s :zxwnt cmc P.naa r¢ vwM �RARP" amanu- # # MR,ReR::ro xriR MAY ikVJCFD fI, A GSL -BY -CASE N95 AS lPPRdR9 8i C1R.1 � �- tl MMtlMW Cdu9rt0 /! STdF MAt i f0A t£K1JnG Axl CVPoRi ��t�M28 AAi NNO'M.5 - OEPME�RiO X T R!vR iNT R✓ PTOR�'SEPARATOR ET,A T C .. ti D GAS METER ' NG [' ._ BY VECTREN NER ELEC. I \ EX. FIRE CONNECTION HYDRANT CONNECT TO EXISTING I I G ( B WATER MAIN STUB TO BE G _ 22' BEND PROVIDED DURING CITY 31 LF 6" DIP EXTENSION OF WATER Q O MAIN ALONG MICHIGAN ELEC. SECONDARY 14 LF �I ROAD. CONTRACTOR TO CONDUIT AND WIRE \ COORDINATE WITH J i � CARMEL .WATER UTILITY A e - (BY CONTRACTOR) s D E o WATER METER 5 AND RPZ O6" STORM B/P = 891.20 6 WATER* T/P = 889.30 O6" STORM B/P = 887.89 6" WATER* T/P = 88610 6. BEDDING: L EX. HYDRANT 28 LF 6" EX. WATER VALVE - USE NUMBER 8 CRUSHED STONE OR NUMBER 8 FRACTURED 14" EX. FM B/P = 886.93 Kimley-Horn FACE AGGREGATE - NUMBER 8 STONE BACKFILL MATERIAL IS TO BE PLACED FROM O 6 SAN T/P = 875.21 EX. OVERHEAD ELECTRIC LINE 6 INCHES BELOW TO 12 INCHES ABOVE THE PIPE - THE TRENCH SHOULD BE A MINIMUM OF 18 INCHES WIDE (SIX D 6" STORM B/P = 889.69 ELEC INCHES ON BOTH SIDES OF THE PIPE) 6" WATER* T/P = 888.19 7. LATERALS SHALL TERMINATE WITHIN 3 FEET OF THE BUILDING O 6„ STORM 6 WATER* B/P = T/P = 891.19 889.48 UNLESS THE CONDITIONS IN ITEM #3 ABOVE ARE MET. NO GLUED PR. STORM STRUCTURE (CLOSED LID) 40%,* CD. G�STF,Q���` PR. SANITARY SEWER LINE PIPE SHALL BE INSTA i ED OUTSIDE THREE FEET OF BUILDING O6„ STORM B/P = 891.17 W FOUNDATION WALLS, 2 WATER* T/P = 889.48 8. ADDITIONAL INFORMATION ON DISTRICT STANDARDS AND 6" STORM B/P = 891.51 SPECIFICATIONS MAY BE OBTAINED FROM THE DISTRICTS OFFICE Q 6" SAN T/P = 889.07 Signature: 09-24-12 DURING BUSINESS HOURS OF B:OOA.M. TO 4:30 P.M. MONDAY THROUGH FRIDAY. ALL DISTRICT STANDARDS CAN BE LOCATED ON w 12STORM B/P = 889.78 OUR WEB SITE AT HTTP: //WWW.CTRWD.ORG. O 10" EX. SAN T/P = 876.89 CLAY TOWNSHIP REGIONAL WASTE DISTRICT Q i 10701 NORTH COLLEGE SUITE A. O 6" STORM B/P = 891.80 INDIANAPOLIS, INDIANA 46280 6 SAN T/P = 889.03 Z Q PHONE: 844-9200; FAX: 844-9203 J 6„ STORM B/P = 891.33 9. SEPTIC EFFLUENT SHALL NOT BE PUMPED OUT INTO THE SANITARY UJ 6 SAN T/P = 889.91 Issue Date: 5/21/12 SEWER SYSTEM. REVISION INFORMATION 1 06-29-2012 PLAN REVIEW COMMENTS OK 6"WATER* B/P = 888.05 10. THE DISTRICT SHALL INSPECT ALL LATERALS. PLEASE CALL THE 10"EX. SAN T/P = 875.66 DISTRICT OFFICE AT 844.9200 24 HOURS PRIOR TO TIME OF INSPECTION O 14" EX. FM B/P = 888.96 Restaurant #: 10G0074 6 WATER* T/P = 887.46 11. CONTRACTORS SHALL LAY 14 GAUGE -SOLID WIRE THE ENTIRE 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD LENGTH OF THE LATERAL. WIRE IS TO BE PLACED ON TOP OF THE O12" STORM B/P = 889.83 DRAWING LATERAL. THE DISTRICT INSPECTOR WILL VERIFY PLACEMENT OF 14 EX. FM T/P = 889.55 THE WIRE. AFTER INSPECTION, BEDDING IS TO BE PLACED ON TOP. C5.1 12. ALL EXTERIORS STRUCTURES AND PIPING ARE SUBJECT TO BE *REFER TO UTILITY CROSSING TESTED AND/OR TELEVISED UPON THE DISTRICTS DISCRETION. INFORMATION ON SHEET C6.1. EXAMPLES OF STRUCTURES THAT MAY BE INCLUDED ARE MANHOLES, GRIT INTERCEPTORS, PUMP PITS, GREASE *MAINTAIN 54" MINIMUM COVER INTERCEPTORS, ETC. TESTING REQUIREMENTS ARE TO VERIFY THAT ALL STRUCTURES ARE WATERTIGHT AND THAT THEY CONFORM TO **EXISTING SANITARY 14" THE DISTRICTS 1/1 POLICY. FORCEMAIN PIPE ELEVATIONS TO BE DETERMINED BY CONTRACTOR 13. CALL BEFORE YOU DIG! IUPPS - INDIANA 811, 48 HOURS PRIOR TO DIGGING. 10 1. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. 2. ALL WATER FIRE LINES SHALL BE DIP (6" PER PLAN) AND TYPE K COPPER (2") WITH 54- MINIMUM COVER PER STATE AND LOCAL SPECS. 3. ALL SANITARY SEWER LINES SHALL BE PVC MEETING, ASTM D-3034 SDR 35 EXCEPT FOR SANITARY SEWER THAT CROSSES ABOVE WATER MAIN, THIS PIPE SHALL BE AWWA C900 (UNLESS WATER MAIN CASING IS UTILIZED). PROVIDE Xj�_ MINIMUM COVER. 4. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH ADJACENT PROPERTY OWNERS. 5. ALL ELECTRIC AND TELEPHONE EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMPANIES. 6. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL WRITTEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED BY THE ENGINEER. 7. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY OTHER UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM THE ENGINEER AND THE OWNER/ DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION. THE ENGINEER AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. THE CITY OF CARMEL SHALL BE NOTIFIED OF ANY AND ALL CHANGES TO THE DESIGN PLANS. 8. CONTRACTOR SHALL COMPLY COMPLETELY WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING AND OTHER MEANS OF PROTECTION. THIS IS TO INCLUDE, BUT NOT LIMITED FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH PERFORMANCE CRITERIA AS REQUIRED BY OSHA. 9. CONTRACTOR TO AVOID DISRUPTION OF ANY ADJACENT TENANTS TRAFFIC OPERATIONS DURING INSTALLATION OF UTILITIES. 10. ALL DIMENSIONS ARE TO CENTERLINE OF PIPE OR CENTER OF MANHOLE UNLESS NOTED OTHERWISE. 11. SEE ARCHITECTURAL AND MEP PLANS FOR EXACT UTILITY TIE-IN AND GREASE TRAP LOCATIONS AT BUILDING. 12. INSTALL 2" WATER METER AND BACKFLOW PREVENTION DEVICE INSIDE MECHANICAL ROOM. REFER TO MEP PLANS FOR ADDITIONAL INFORMATION. COORDINATE WITH OWNER. LtUtNU CITY OF CARMEL WATER UTILITY 1. WATER MAIN: SHALL BE DUCTILE IRON PRESSURE CLASS 350. 2. REFLECTIVE WARNING TAPE: SHALL BE INSTALLED 18" ABOVE PIPE. 3. TRACING WIRE (10 OR 12 GAUGE): TO BE INSTALLED WITH ALL WATER MAINS. THERE MUST BE ACCESS TO THE TRACER WIRE AT EACH VALVE BOX, WITH ENOUGH WIRE IN THE VALVE BOX TO INSURE THE PROPER CONNECTION TO THE LOCATING MACHINE. 4. FIRE HYDRANTS: SHALL BE MUELLER OR AMERICAN DARLING (SAFETY YELLOW, M.A.B. #0433291, SHERWIN WILLIAMS #F75YP2) (CARMEL CLAY SPEC. HYDRANTS SHALL BE OPEN RIGHT AND WILL HAVE A SAFETY BLUE STRIPE AROUND HYDRANT BONNET FROM THE FACTORY). THE HYDRANT PUMPER NOZZLE SHALL BE OF ONE-PIECE DESIGN, COMPATIBLE WITH 5" STORZ HOSE COUPLING. THE NOZZLE SHALL BE AN INTEGRAL PART OF THE FIRE HYDRANT AND MUST BE FURNISHED BY THE MANUFACTURER OR AUTHORIZED DISTRIBUTOR DESIGNATED BY THE MANUFACTURER. MUELLER MODEL 290220 FOR CASTING AND 290221 FOR CAP. STORZ "ADAPTERS" WILL NOT BE ACCEPTED, 5. VALVES: SHALL BE RESILIENT SEAT GATE VALVE, MUELLER OR AMERICAN (CARMEL CLAY SPEC. VALVES SHALL BE OPEN RIGHT) BUTTERFLY VALVES SHALL BE USED FOR SIZES OVER 12". 6. FITTINGS: SHALL BE UNION, TYLER OR "DOMESTIC" STAR FITTINGS. 7. MECHANICAL JOINTS: SHALL BE MADE WITH MEGALUGS OR "DOMESTIC" STAR GRIPS 3000 & "DOMESTIC" PVC STAR GRIPS 4000. 8. VALVE BOXES: SHALL BE UNION, TYLER OR EAST JORDAN IRON WORKS. 9. POST CAPS OR BOX LOKS: SHALL BE INSTALLED, WITH EACH GATE VALVE. **NOT TO BE USED ON BUTTERFLY VALVES *« 14LF6 PVC SAN at 100% \� 45' BEND - RESTRAINED JOINT SEE DETAIL ON SHEET C6.2 INV=887.68 10. CURB BOXES: SHALL BE UNION, TYLER 11. TAPPING SLEEVES: SHALL BE SMITH BLAIR, ROMAC OR JCM 12. REPAIR CLAPS: SHALL BE FULL CIRCLE STAINLESS STEEL WITH DUCTILE LUGS. SMITH BLAIR 226, FORD F-1, JCM OR MUELLER EQUAL. 13. TAPPED REPAIR CLAMPS: (FOR Y4", 1", 1!", 2" TAPS ON PVC, 1V & 2" ON DUCTILE IRON AND SERVICE REPAIRS) SHALL BE 12" LONG, FULL CIRCLE STAINLESS STEEL WITH DUCTILE LUGS AND TAPERED THREADS. SMITH BLAIR. FORD, JCM, MUELLER. 14. SAMPLE STATIONS: SHALL BE INSTALLED AT THE UTILITIES REQUEST. (GIL INDUSTRIES MODEL #EH101) 15. SERVICE LINES: V, 1 %", 2", SHALL BE K -COPPER 16. BRASS: COMPRESSION FITTINGS. PACK JOINTS NOT ALLOWED (SEE METER PIT SPECS. FOR MAKE AND MODEL #). 17. JOINT RESTRAINTS: SHALL BE FIELD LOCKS GASKETS TALON RJ GASKETS GRIFFIN SNAP-LOK PIPE. US PIPE TR FLEX & HP LOK. CLOW SUPER LOK PIPE. AMERICAN FLEX -RING PIPE. 18. HDPE SLEEVES: SHALL BE USED FOR SERVICES THAT CROSS MAJOR CITY STREETS. ** Y4" & 1" LINES WILL USE 3" HDPE SLEEVE ** 1h" & 2" LINES WILL USE 4" HDPE SLEEVE 19. ADDITIONAL KICKERS: SHALL BE SOLID BLOCK AND BRICK. NO POURED CONCRETE. 0 PLAN REVISED PER SITE PLAN REVISIONS 24 LF 6" -� PVC SAN at 1.0% SAN TWO-WAY TYPE 2 CLEANOUT WITH 6"X6 W WYE RIM -893.88 6" INV=887.92 6" SAN TYPE 3 CLEANOUT RIM=894.74 INV=888.31 29 LF 6" PVC SAN at 1.0% GAS G GPS SAN TYPE 3 / CLEANOUT RIM=894.67 CO) 6" INV=888. c� 110 LF 6" PVC SAN at 1.0% = ELEC - EX. WATER LINE L EX. HYDRANT 28 LF 6" EX. WATER VALVE PVC SAN at EX. SANITARY SEWER LINE 2.4% EX. SANITARY SEWER MANHOLE Kimley-Horn EX. STORM DRAIN UNE EX. STORM STRUCTURES IL EX. OVERHEAD ELECTRIC LINE 205 WEST WACKER DRIVE SUITE 2125 EX. POWER POLE PR. TRANSFORMER ELEC PR. UNDERGROUND ELECTRIC LINE GAS PR. GAS LINE (BY GAS COMPANY) TEL PR. PHONE LINE PR. STORM DRAIN LINE >................ PR. STORM ROOF DRAIN LINE PR. STORM STRUCTURE (OPEN LID) PR. STORM STRUCTURE (CLOSED LID) 40%,* CD. G�STF,Q���` PR. SANITARY SEWER LINE O O PR. SANITARY GREASE TRAP o PR. SANITARY CLEANOUT W PR. WATER LINE z PR. WATER STRUCTURE �j PR. LIGHT POLE 14LF6 PVC SAN at 100% \� 45' BEND - RESTRAINED JOINT SEE DETAIL ON SHEET C6.2 INV=887.68 10. CURB BOXES: SHALL BE UNION, TYLER 11. TAPPING SLEEVES: SHALL BE SMITH BLAIR, ROMAC OR JCM 12. REPAIR CLAPS: SHALL BE FULL CIRCLE STAINLESS STEEL WITH DUCTILE LUGS. SMITH BLAIR 226, FORD F-1, JCM OR MUELLER EQUAL. 13. TAPPED REPAIR CLAMPS: (FOR Y4", 1", 1!", 2" TAPS ON PVC, 1V & 2" ON DUCTILE IRON AND SERVICE REPAIRS) SHALL BE 12" LONG, FULL CIRCLE STAINLESS STEEL WITH DUCTILE LUGS AND TAPERED THREADS. SMITH BLAIR. FORD, JCM, MUELLER. 14. SAMPLE STATIONS: SHALL BE INSTALLED AT THE UTILITIES REQUEST. (GIL INDUSTRIES MODEL #EH101) 15. SERVICE LINES: V, 1 %", 2", SHALL BE K -COPPER 16. BRASS: COMPRESSION FITTINGS. PACK JOINTS NOT ALLOWED (SEE METER PIT SPECS. FOR MAKE AND MODEL #). 17. JOINT RESTRAINTS: SHALL BE FIELD LOCKS GASKETS TALON RJ GASKETS GRIFFIN SNAP-LOK PIPE. US PIPE TR FLEX & HP LOK. CLOW SUPER LOK PIPE. AMERICAN FLEX -RING PIPE. 18. HDPE SLEEVES: SHALL BE USED FOR SERVICES THAT CROSS MAJOR CITY STREETS. ** Y4" & 1" LINES WILL USE 3" HDPE SLEEVE ** 1h" & 2" LINES WILL USE 4" HDPE SLEEVE 19. ADDITIONAL KICKERS: SHALL BE SOLID BLOCK AND BRICK. NO POURED CONCRETE. 0 PLAN REVISED PER SITE PLAN REVISIONS 24 LF 6" -� PVC SAN at 1.0% SAN TWO-WAY TYPE 2 CLEANOUT WITH 6"X6 W WYE RIM -893.88 6" INV=887.92 6" SAN TYPE 3 CLEANOUT RIM=894.74 INV=888.31 29 LF 6" PVC SAN at 1.0% GAS G GPS SAN TYPE 3 / CLEANOUT RIM=894.67 CO) 6" INV=888. c� 110 LF 6" PVC SAN at 1.0% = ELEC - U w J La vy GAS ELEC W W W W - W -- W - SANITARY SEWER DETAIL 111=10' C - TWO-WAY TYPE 1 CLEANOUT RIM=894.72 6" INV=888.60 GREASE TRAP REF. MEP PLANS RIM=894.80 6" INV=888.52 (IN) 6" INV=888.32 (OUT) 6" SAN TYPE 3 CLEANOUT RIM=894.85 INV=888.53 8.0 LF 6" PVC SAN at 1.0% I- - -TWO-WAY TYPE 1 CLEANOUT RIM=894.87 6" INV=888.60 ,,,,,-SUPPLY & INSTALL A 6" DRAIN IN SERVICE YARD, JR SMITH NO. 2010 -H -B ZURN Z610 OR APPROVED EQUAL WITH SEDIMENT BUCKET, SOLID LOCKABLE HINGED COVER TO PREVENT RAIN WATER FROM GOING INTO SEWER SYSTEM WHEN NOT IN USE FOR WAS DOWN, RIM =894.80, IN V=889.45 12 LF 6" PVC SAN at 1.0% MIN. I L 28 LF 6" PVC SAN at 2.4% Kimley-Horn and Associates, Inc. IL 205 WEST WACKER DRIVE SUITE 2125 U w J La vy GAS ELEC W W W W - W -- W - SANITARY SEWER DETAIL 111=10' C - TWO-WAY TYPE 1 CLEANOUT RIM=894.72 6" INV=888.60 GREASE TRAP REF. MEP PLANS RIM=894.80 6" INV=888.52 (IN) 6" INV=888.32 (OUT) 6" SAN TYPE 3 CLEANOUT RIM=894.85 INV=888.53 8.0 LF 6" PVC SAN at 1.0% I- - -TWO-WAY TYPE 1 CLEANOUT RIM=894.87 6" INV=888.60 ,,,,,-SUPPLY & INSTALL A 6" DRAIN IN SERVICE YARD, JR SMITH NO. 2010 -H -B ZURN Z610 OR APPROVED EQUAL WITH SEDIMENT BUCKET, SOLID LOCKABLE HINGED COVER TO PREVENT RAIN WATER FROM GOING INTO SEWER SYSTEM WHEN NOT IN USE FOR WAS DOWN, RIM =894.80, IN V=889.45 12 LF 6" PVC SAN at 1.0% MIN. Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 M ; MUS'' /, 40%,* CD. G�STF,Q���` = No. 1 E 11 cl 1 E F `Az ' / Signature: 09-24-12 . Z Q i F_ W Z Q J Issue Date: 5/21/12 REVISION INFORMATION 1 06-29-2012 PLAN REVIEW COMMENTS 2 08-17-2012 PLAN REVIEW COMMENTS 3 09-20-2012 BUILDING CHANGES Restaurant #: 10G0074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING UTILITY PLAN C5.1 6 C0 0 0 L N 0 r_ U aNi 0 U 0 U) a v v c 1 0 x >, IDE Y C 0 0 a v ° v C: 0 0 N O 0 .3 .-, 0 0 3 E U 0 C 0 0 O ° a 0 a E C c a 0 c e ° Q ° 24" a F 10 3 0 C O 0 a 0 - CON UN BE a� a rn r SA y PR ° SE TYP ° OR SH TH L OR a� U ° CASING PIPE ° AWWA C-900 c ° E C o 0 .o r v c ° U) a C rn 0 ST c ° PR CO C CO °o WAT U RE 3 L o+ 0 +% Cm E 0 H SacdM A -A BIKE RACK Q N.T.S. 30" 30" X 30" R1-1 STOP SIGN N.T.S. -RIP RAP TO PROVIDE SCOUR PROTECTION TO 'VEGETATIVE SWALES 5' GEOTEXTILE TO BE INSTALLED UNDER RIP RAP PROPOSED 6" CURB uv i i vin vi �.ur�o r�r� FLICTS OCCUR WHERE WATERMAINS PASS WITHIN 18" OVER OR PASS DER A SANITARY AND/OR STORM SEWER AND SHALL PROVIDED FOR AS FOLLOWS: NITARY SEWER CONFLICTS: PRO WATERMAIN EQUIVALENT PIPE AND JOINTS FOR THE SANITARY SEW 10 FT. EITHER SIDE OF WATERMAIN CROSSING USING MISSION E COUPLINGS TO MAKE THE TRANSITION BETWEEN THE TWO MATERIALS, ENCASE WATERMAIN AS SHOWN BELOW. REGARDLESS OF METHOD, THERE ALL BE A MINIMUM 18" CLEARANCE BETWEEN TOP OF WATERMAIN AND E BOTTOM OF THE SANITARY SEWER. OR IN LIEU OF CASING, CONSTRUCT FEET OF PROPOSED SEWER WITH WATERMAIN QUALITY PIPE (AWWA C-900 APPROVED EQUAL) SANITARY SEWER 18" MINIMUM CLEARANCE -\I—L=10' MIN. L=10' MIN. -i SEAL BOTH WATERMAIN DIAM. CASING PIPE DIAM. ENDS WITH MASTIC. 6" 12" 8" 15" 10" 18" 12" 18" ORM SEWER CONFLICTS: PRO STORM SEWER PIPE WITH 0 -RING GASKET JOINTS NFORMING TO ASTM C-361 10 FT. EITHER SIDE OF WATERMAIN CON AND PROVIDE A MINIMUM 18" CLEARANCE BETWEEN TOP OF ERMAIN AND THE BOTTOM OF THE STORM SEWER OR PROVIDE CONFLICT SOLUTION IN ACCORDANCE WITH ABOVE SANITARY/WATER CROSSING WATERMAIN CONFLICTS (OVER NEW WATERMAIN) N.T.S. z a J D_ w LU 1n I ALL HOLES 13/16" DIA. A _FRONT FACE A TOP I 8" I I SECTION A—A 1 1/8" SIDE FRONT STEEL OFFSET BLOCK 24" • IVARIES WITH PIPE SIZE AND ANGLE. PRECAST CONCRETE ADJUSTING RINGS IF NECESSARY (2" MIN, 12" MAX) PRECAST REINFORCED CONCRETE SECTIONS -SEAL JOINTS WITH HYDRAULIC CEMENT V) ° Ld Q CLASS `C' ° CONCRETE 1/4" I O 1" STONE BEDDING. MINIMUM 6" THICKNESS STORM MANHOLE N.T.S. "L" S S PROPOSED SEWER SEE GUIDELINES #3A �II. ISI-� SEE GUIDELINES #2 -I I .................. I I-� �II FOR CASINGWER SEE GUIDELINES #313 SEE GUIDELINES #1 GUIDELINES: EXISTING WATER MAIN IF SELECTED GRANULAR BACKFILL EXISTS, REMOVE WITHIN WIDTH OF 1' PROPOSED SEWER TRENCH AND REPLACE WITH SELECT EXCAVATED MATERIAL (CLASS IV) AND COMPACT 2 OMIT SELECT GRANULAR EMBEDMENT AND GRANULAR BACKFILL TO ONE (1) FOOT OVER TOP OF SEWER AND USE SELECT EXCAVATED MATERIAL (CLASS IV) AND COMPACT THE LENGTH OF "L" FEET. 3. A. CONSTRUCT "L" FEET OF PROPOSED SEWER WATER MAIN MATERIAL AND PRESSURE TEST, OR; B. USE "L" FEET OF WATER MAIN MATERIAL FOR CASING OF PROPOSED SEWER AND SEAL ENDS OF CASING. 4. COMPACTION REQUIREMENTS REFER TO 20-2.206 OF THE STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS. "S" THE LENGTH NECESSARY TO PROVIDE 10 FEET OF SEPARATICN AS 5. MEASURED PERPENDICULAR TO EXISTING WATER MAIN WATERMAIN CONFLICTS (OVER EXISTING WATERMAIN) N.T.S. 4- POST 1 1 /8" GROUND LINE - 5/8"0 x 2" POST BOLT WITH ROUND WASHER UNDER NUT -(2) 5/8" x 1 1/2" HEX BOLTS PLACED DIAGONALLY FROM EACH OTHER WITH (4) ROUND WASHERS. NI V W6x9x6'-0" STEEL LINE POST �- W8x10 STEEL OFFSET BLOCK STEEL POST WITH STEEL OFFSET BLOCK GUARDRAIL N.T.S. LAS MOUNT SIGN HERE "U" -CHANNEL POST (3 LBS./FT.) 0 - WHEN ZWHEN SIGN IS IN PAVED AREAS, USE 6" PIPE BOLLARD FILLED W/ CONCRETE AND PAINTED TRAFFIC YELLOW DO NOT USE BOLLARD IN GRASS AREAS o I SLOPE TOP M OF CONCRETE II GROUND SURFACE PC CONCRETE—,�i p lI NOTES: POLE AND SIGN TO BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. STANDARD SIGN BASE N.T.S. 2' LONG- #4 BAR - (TYP. ) CONTROL JOINT CONCRETE COLLAR 9.5" CONCRETE — PAVEMENT (4000 PSI) SEAL ASPHALT SAWCUT OVERCUTS IF REQUIRED BY INSTALLATION METHOD STRUCTURE CASTING PLAN GRADE (TYP.) ASPHA PAVEMENT (TYI SEE PAVEME DETA AGGREGATE BASE BASED ON PAVEMENT SECTION 5' MIN. .r ...;j.: :.� :4 . • 1' MIN. c° METAL ACCESSIBLE PKG. SIGN -WHITE LETTERS, SYMBOLS & S. 1' MIN.. ": BACKGROUND o .1 MIN.. VAN I , •' • ' STRUCTUREN. : ONLY APPLICABLE FINE / UNAUTHORIZED VEHICLE SIGN HERE IF REQUIRED BY LOCAL ORDINANCE. THE SIGN FOR EACH STALL SHALL DENOTE A $250 NOTE: CONCRETE COLLARS TO BE INSTALLED AT ALL UTILITY STRUCTURES IN PAVEMENT INCLUDING MANHOLES, CATCH BASINS, FIRE HYDRANTS, ETC.. CONCRETE COLLAR N.T.S. CONCRETE WASH DOME - PROVIDE SMOOTH, ROUND SURFACE a 6" DIA. GV ST PIPE - FILL W/ CONCRETE. PAINT 106 UNLESS SPECIFIED OTHERWISE I SLOPE SURFACE AWAY FROM PIPE TO 1/2" `V PRE -MOLDED EXPANSION JOINT (TYP.)-1, ASHPHALT (OR) CONC. PAVING ACCESSIBLE SIDEWALK ADJACENT LANDSCAPE RAMP WITH HEAVY BROOM AREA GROOVED BORDER FINISH. DO NOT GROOVE. LEVEL AREA • •• -.•-•--:+•-..-• FLUSH W/ PAVING STANDARD CURB OR CURB • • • •I.. - & GUTTER AS INDICATED . . . . . ON PLAN. 6" REVEAL • • - '.'.- ` . WITH PAVEMENT. MO - f - ZERO CURB - O10 PAVEMENT 6„ i `4 TRANSITION TO FULL CURB REFER TO SP SHEETS FOR ALL ACCESSIBLE PARKING DESIGNATION DETAILS ACCESSIBLE PARKING SIGNAGE N.T.S. N.T.S. �ffill —III�II,,III�I' STEEL PIPE EMBEDDED IN CONCRETE FOOTING. NOTE. SET BOLLARD INTO CONCRETE FOOTER AS SHOWN. POUR41 i CONCRETE SIDEWALK TO BOLLARD. 1'-4" CONCRETE BOLLARD N.T.S. 1 •• SECTION A -A 12" RCP 18"A PIPE o F- 0 18" 18" AFTER BOLTING PLATE TO WALL OF STRUCTURE, O L USE WATER TIGHT 18" A SEALANT AROUND BOLT STAINLESS PERIMETER OF STEEL PLATE TO PLATE INNER WALL OF 4" STAINLESS STEESTRUCTURE, OVER BOLT WITH ANCHOR, TYP. 12" RCP PIPE. 6.0" DIA. ORIFICE AT ST MH 4 INVERT=886.95 ST MH 2 INV=885.11 ST MH 14 INV=886.50 PLATE RESTRICTOR N.T.S. ACCESSIBLE SIDEWALK RAMP WITH HEAVY BROOM FINISH. GROOVED BORDER DO NOT GROOVE. ADJACENT LANDSCAPE - - -. . . . . 1. '] AREA - STANDARD CURB. , 6" REVEAL WITH PAVEMENT. R Mq s ;o„ ADJACENT PAVEMENT SIDEWALK AND SIDEWALK RAMPS PRECAST OR MONOLITHIC CONCRETE THRUST BLOCKS PLACED AGAINST UNDISTURBED VERTICAL EARTH FACE - WATERMAIN-SIZE AS N ON PLANS WIDTH JOINTS TO BE ACCESSIBLE FOR REPAIRS JDISTURBED EARTH SHALL BE APPLIED .ES, PLUGS, CAPS )F 11-1/4" OR EFLECTION DCKING MIN. T THRUST BLOCKING DETAIL N.T.S. N.T.S. o_ o I I 2'-9" HANDICAP IDENTIFIC BE PAINT PED PARKING ATION LOGO TO ED ON PAVING -SEE SPECIFICATION 24" DIAMETER LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN" LETTERING. PAVEMENT PARKING SHALL BE PAINT, INSTALLED AND COLORED PAINT PER STATE AND LOCAL STANDARDS. DETAIL PROVIDED FOR REFERENCE ONLY. REFER TO ARCHITECTURAL SHEET FOR ALL ACCESSIBLE DETAILS. ACCESSIBLE PARKING SYMBOL Y TRANSITION TO ZERO CURB N.T.S. N.T.S. LENGTH AS SHOWN ON PLAN IIIIIIIII�I PAINTED CROSS -WALK DETAIL N.T.S. Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO. ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 THIS SHEET PROVIDED FOR REFERENCE ONLY. • `W z Q • LU _Q i J Issue Date: 5/21/12 REVISION INFORMATION -- -- - - 1 06-29-2012 PLAN REVIEW COMMENTS 2 08-17-2012 PLAN REVIEW COMMENTS Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING CONSTRUCTION DETAILS (SHEET 1 OF 4) C6.1 c° METAL ACCESSIBLE PKG. SIGN -WHITE LETTERS, SYMBOLS & STRIPES ON BRIGHT BLUE BACKGROUND o VAN I 1/2" PARKING ADD'L SIGN AT VAN SPACE ONLY (TYP) ONLY APPLICABLE FINE / UNAUTHORIZED VEHICLE SIGN HERE IF REQUIRED BY LOCAL ORDINANCE. THE SIGN FOR EACH STALL SHALL DENOTE A $250 FINE 3"DIA. GALV. ST POST PAINT "HIGH GLOSS BLACK" 00 6" DIA. GV STD ST PIPE -FILL W/ CONC. PAINTED TRAFFIC YELLOW 110 1/2" EXP. JOINT N CONIC WALK + NOTE: THE ACCESSIBLE PARKING SIGNS • AND 6" - STEEL PIPE WILL BE a'`" • PROVIDED BY STEEL VENDOR, INSTALLED BY G.C. o I M • - CONCRETE FOOTING 3/8"x 8" STEEL BAR THRU POST :.•. =. �` INSTALL ONE SIGN PER LOCAL ORDINANCE: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT V-6" DISPLAYING DISTINGUISHING PLACARDS OR LICENCE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BY NOTE: DETAIL PROVIDED FOR REFERENCE. FINED. INSTALL ON POLE BELOW REFER TO SP SHEETS FOR ALL ACCESSIBLE PARKING DESIGNATION DETAILS ACCESSIBLE PARKING SIGNAGE N.T.S. N.T.S. �ffill —III�II,,III�I' STEEL PIPE EMBEDDED IN CONCRETE FOOTING. NOTE. SET BOLLARD INTO CONCRETE FOOTER AS SHOWN. POUR41 i CONCRETE SIDEWALK TO BOLLARD. 1'-4" CONCRETE BOLLARD N.T.S. 1 •• SECTION A -A 12" RCP 18"A PIPE o F- 0 18" 18" AFTER BOLTING PLATE TO WALL OF STRUCTURE, O L USE WATER TIGHT 18" A SEALANT AROUND BOLT STAINLESS PERIMETER OF STEEL PLATE TO PLATE INNER WALL OF 4" STAINLESS STEESTRUCTURE, OVER BOLT WITH ANCHOR, TYP. 12" RCP PIPE. 6.0" DIA. ORIFICE AT ST MH 4 INVERT=886.95 ST MH 2 INV=885.11 ST MH 14 INV=886.50 PLATE RESTRICTOR N.T.S. ACCESSIBLE SIDEWALK RAMP WITH HEAVY BROOM FINISH. GROOVED BORDER DO NOT GROOVE. ADJACENT LANDSCAPE - - -. . . . . 1. '] AREA - STANDARD CURB. , 6" REVEAL WITH PAVEMENT. R Mq s ;o„ ADJACENT PAVEMENT SIDEWALK AND SIDEWALK RAMPS PRECAST OR MONOLITHIC CONCRETE THRUST BLOCKS PLACED AGAINST UNDISTURBED VERTICAL EARTH FACE - WATERMAIN-SIZE AS N ON PLANS WIDTH JOINTS TO BE ACCESSIBLE FOR REPAIRS JDISTURBED EARTH SHALL BE APPLIED .ES, PLUGS, CAPS )F 11-1/4" OR EFLECTION DCKING MIN. T THRUST BLOCKING DETAIL N.T.S. N.T.S. o_ o I I 2'-9" HANDICAP IDENTIFIC BE PAINT PED PARKING ATION LOGO TO ED ON PAVING -SEE SPECIFICATION 24" DIAMETER LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN" LETTERING. PAVEMENT PARKING SHALL BE PAINT, INSTALLED AND COLORED PAINT PER STATE AND LOCAL STANDARDS. DETAIL PROVIDED FOR REFERENCE ONLY. REFER TO ARCHITECTURAL SHEET FOR ALL ACCESSIBLE DETAILS. ACCESSIBLE PARKING SYMBOL Y TRANSITION TO ZERO CURB N.T.S. N.T.S. LENGTH AS SHOWN ON PLAN IIIIIIIII�I PAINTED CROSS -WALK DETAIL N.T.S. Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO. ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 THIS SHEET PROVIDED FOR REFERENCE ONLY. • `W z Q • LU _Q i J Issue Date: 5/21/12 REVISION INFORMATION -- -- - - 1 06-29-2012 PLAN REVIEW COMMENTS 2 08-17-2012 PLAN REVIEW COMMENTS Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING CONSTRUCTION DETAILS (SHEET 1 OF 4) C6.1 U GING 0 U 0 On C c v C L 0 2 T a1 E Y 0 O v 0 3 L 0 U Fri P.O.• 4 U 0 f0 Q 0 L 0 T a1 n C 0 0 a v r3 v -0 0 C .o O L 0 v 3 0 0 3 C C 0 U 0 C 0 0 U C v .O U N LJ O � o +E Q) O 5:, o -0 a DO 7 0 E CO v a V N 13 O (� t � 3 Q v v C v N a1 o U o - L d U 3 v C7 0. DO O N ° (.6 U o I Li 0 _ C O C Q C 0 � 0 U C O Go C) C N N E C I C O) ° E En v 0 CF L I � � L O) 00 � C N N _I a N c O � rn N r- -0 00 � CO v N W U C _J o I 0 Z L C) �3 Y a1 L N o 0 c � U O TO � rn S_ L 0011�O GISTf,� O No. 19300219 -s STATE of 4 OAF. fIVDIANA A;: Notes: than 12" of adjustment rings above 12' a barrel section must be added ADJUSTING RING DETAIL "O_ CLAY TOWNSHIP REGIONAL WASTE DISTRICT LbCTR ADJUSTING RING DETAIL Schneider nAt� 17./nn/n6 File TA 6K\ 6366\ 001\DWGS\ DETAILS\ IN -D` - TRANSiTTCW GASI(E_I ...\ 4`. BEND - RESIRA'NE0 DINT -,� \ (OPTIONAL MJ MIT i REI NNC GLAND) D,. PTE . ' TERMEDIAR RESTRAINED JON- A R_OU I -F H_D EASED PV LM IA`1NG LENCTH OPPCNA l J -TAIN RNO GLAND) iWTTN L I / NATES: _......-_ ..._. ' PIPE DAMETef? SHALL SE AS MORD CN PLANS. iNTERMEIjkTE RESIRA:NED ,UNT FITTNGS MAY BE USE) ' BETWEEN BASE 45' BEND A.ND MANHOLE BARREL. -- 45' BEND - RESiKAINED '9.,14T /OPTIONAL MJ WITH RETAINING GLAND) L - CONCRETE THRDST RL", 3/4" STANtLESS SMa RODDING WITH CONCRETE ANCHOR IN MANHOLE BARREL CORE DR.LLEU OPLLMNG NTN RESLIENT C(NNNECTu"R OP CTRWT., APPROVED EQUAL. �- FORMED BENCH WALL_ FR(MN LATERAL TO FLOW PATH A,� DEEP LATERAL CONNECTION TO 0 0 19219 SANITARY SEWER MANHOLE DETAIL STATE CF-, 9 CLAY TOWNSHIP REGIONAL WASTE DISTRICT !N DEEP LATERAL CONNECTION DETAIL Schneider IY::��O\���wr Date 12/06/06 File T:\61K\6.366\001 NOTE: 6" MINIMUM MEASUREMENT MUST BE FROM LOWEST JOINT SEAM WHETHER ON THE INSIDE OR OUTSIDE OE THE STRUCTURE.. 6" MINIMUM FROM JOINT LISTING OPENING .'JEA' CORE 18" MINIMUM FROM OUTER EDGE OF RESILIENT CONNECTORS. NEW CORE DETAIL A. C�''�,,,, O��GISr�A� No. 19300219 �-15�. STATE OF w tv; %OF� NDIAo CLAY TOWNSHIP REGIONAL WASTE DISTRICT NEW CORE DETAIL Schneider Date 12/06/06 File T:\6K•\6366\001 1RENCFI WIDTH MAXIMUM 10 FEFT TRENCH BOX OR OTHER IOSHA AT TOP OF EXCAVATION ACCEPTABLE TRENCH SAFETY SYSTEM / WRENCH WIDTH SHALL NOT EXCEED BOX 'LEAN' RACKFILL MATERAL FREE OF ROCKS, '/ ETC LARW THAN 6' OR OTHER EXTRANEOUS WIDTH BY MORE THAN 1.O FOD? \ MARRL. 'COMPACT TO PRINENT SETTLEMENT). N AREAS WAP.(IN 5' Or ROAD SURFACE, BACKFILL PER REQUIREMENTS Of INDIANA DEPARTMENT OF TRANWRTADON AND COMPACT FILL TO 95% MODIFIED PROCTOR DENSITY, 1/2 D + 12' FOR PVC PIPE \•�\� \� 1/2 D + 6' POR DI /�y �.: hl1N� 8 CRUSHED S70NE OR NUMBER 8 FRACN�D FACE F11i MATEI,MAL IS TO BE PLACED FROM 6 INCHES BELOW TO 1/2 O� } 12 NITRES AS HO LD PIPE /\ \ THE 7RFMCH SHOULD BE A MI7EMUM OF 18 'INCHES WADE, SEE FIRST LAYER, -- \ ' ` �'W_ SLICED. HAND TAMPED AND WALKED N. BEDDING 'ABLE BELOW / /•��`^`= ��-�. `.',! 0 SHUSHED STONE SHOVEL SLICED, / ` > O• y����� HAND TAMPED 4 WAKED IN. �^ STOKE AS T;`WIRED BY _ -/ 'Eia-p�; •�C- ,�I/, j (BE_ HOLE EXCAVATED) ENGINEER FOR UNSTABLE` \ �\ \ SOIL CONDITIONS - DEPTH TO STABLE GROUND PER ENGINEER SEWfR ¢ PER CONS:RJCT:ON PLANS FIRST LAYER BEDDING TABLE pipE SIZE A B PPE SIZE 6' TO 157 Ifr 8 OVER OP TO 1E S -O 2-6 GETTINGLDW 1FE MINIMUM = 6' MINWUM = 1C" IB' MSD GREATER D + 24" D + 18' RPE BAR�L AND BEII. "oy�C,A Q* sr R SANITARY SEWER TRENCHING, P Fo No.= BEDDING AND BACKFILL DETAIL 19300219ck� �o STATE OF acv` %0'n !vDIANP /ONAi. CLAY TOWNSHIP REGIONAL WASTE DISTRICT lob r SANITARY SEWER BEDDING AND h CTRWD Schneider BACKFILL DETAIL ftR L Date 12/06/06 File T:`.16K\6366\001\DRGs\DETA115\IN-DTLS.DW( OFFICE OF THE HAMILTON COUNTY SURVEYOR I'CLa55 35'6'. 'AS Fn a -ab' PRECAST CONCRETE � -IDLESs a 37 (83e-3 31A. a.:. \ n 11-I -I i � e E AD,LISDNG RING 12)COM:.£AL£a PiCK,10LESI ;fi i i-' (I\yl! t,;t -1 _ I I t - i z 7< r SF15 F.I. OR FLANGE OF PLAN VIEW LAA SEC LEI 'ERS .01 SLTPFACE f� L:0 / - CASTING 30 1/2" OUTSIDE MAMETER -] _-.... ...._ E _ -H T,� - 1 :/a• i3[m?: i Z) 5?8' f?0?,,..a ----i F KENT SEAL SWT R�IJSTICRWRAPA?NG 24" INSIDE DIAMETER--- q WASHED GRAVEL COVER H ti'� ANCHOR . uLE_ '.. I I.. LLL s: !` "C51nT1 -LANs % I JOINT DETAIL /4' (iyPICAL I to _ SSD _ O CAP I INEENAH 1642 or 1?72 �T_,b._� r�� .«•�L,�:��r�,P1.:. 3 EAST JORDAN 1 1043 or 1022 r-.1� as,.>."aw< ' :7a•. LILA - Nt • Or nppru,ed by Hufnilton County Sur+eyor's Orrice 'DRAWING NOT TO SCALE) 2"-12" MANHOLE .OLID LTD CAST!NG REVISED: St25/2006 0 ! 1/2" APPROVED_ -APL G �" 255tore 1/4' (TYRCAL}- COUNTY SURVEYOR DATE KENTON .WARD,tiA'MILTON • Or approved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE R! SER RING THICKNESS 30 1/8' OUTSIDE DIAMETER 4° - 12' KENTON C. WARD, HAMILTON COUNTY SURVEYOR DATE �., . A OUTSIDE DIAMETER, 34' OR 36" ADJUSTING RING DETAIL "O_ CLAY TOWNSHIP REGIONAL WASTE DISTRICT LbCTR ADJUSTING RING DETAIL Schneider nAt� 17./nn/n6 File TA 6K\ 6366\ 001\DWGS\ DETAILS\ IN -D` - TRANSiTTCW GASI(E_I ...\ 4`. BEND - RESIRA'NE0 DINT -,� \ (OPTIONAL MJ MIT i REI NNC GLAND) D,. PTE . ' TERMEDIAR RESTRAINED JON- A R_OU I -F H_D EASED PV LM IA`1NG LENCTH OPPCNA l J -TAIN RNO GLAND) iWTTN L I / NATES: _......-_ ..._. ' PIPE DAMETef? SHALL SE AS MORD CN PLANS. iNTERMEIjkTE RESIRA:NED ,UNT FITTNGS MAY BE USE) ' BETWEEN BASE 45' BEND A.ND MANHOLE BARREL. -- 45' BEND - RESiKAINED '9.,14T /OPTIONAL MJ WITH RETAINING GLAND) L - CONCRETE THRDST RL", 3/4" STANtLESS SMa RODDING WITH CONCRETE ANCHOR IN MANHOLE BARREL CORE DR.LLEU OPLLMNG NTN RESLIENT C(NNNECTu"R OP CTRWT., APPROVED EQUAL. �- FORMED BENCH WALL_ FR(MN LATERAL TO FLOW PATH A,� DEEP LATERAL CONNECTION TO 0 0 19219 SANITARY SEWER MANHOLE DETAIL STATE CF-, 9 CLAY TOWNSHIP REGIONAL WASTE DISTRICT !N DEEP LATERAL CONNECTION DETAIL Schneider IY::��O\���wr Date 12/06/06 File T:\61K\6.366\001 NOTE: 6" MINIMUM MEASUREMENT MUST BE FROM LOWEST JOINT SEAM WHETHER ON THE INSIDE OR OUTSIDE OE THE STRUCTURE.. 6" MINIMUM FROM JOINT LISTING OPENING .'JEA' CORE 18" MINIMUM FROM OUTER EDGE OF RESILIENT CONNECTORS. NEW CORE DETAIL A. C�''�,,,, O��GISr�A� No. 19300219 �-15�. STATE OF w tv; %OF� NDIAo CLAY TOWNSHIP REGIONAL WASTE DISTRICT NEW CORE DETAIL Schneider Date 12/06/06 File T:\6K•\6366\001 1RENCFI WIDTH MAXIMUM 10 FEFT TRENCH BOX OR OTHER IOSHA AT TOP OF EXCAVATION ACCEPTABLE TRENCH SAFETY SYSTEM / WRENCH WIDTH SHALL NOT EXCEED BOX 'LEAN' RACKFILL MATERAL FREE OF ROCKS, '/ ETC LARW THAN 6' OR OTHER EXTRANEOUS WIDTH BY MORE THAN 1.O FOD? \ MARRL. 'COMPACT TO PRINENT SETTLEMENT). N AREAS WAP.(IN 5' Or ROAD SURFACE, BACKFILL PER REQUIREMENTS Of INDIANA DEPARTMENT OF TRANWRTADON AND COMPACT FILL TO 95% MODIFIED PROCTOR DENSITY, 1/2 D + 12' FOR PVC PIPE \•�\� \� 1/2 D + 6' POR DI /�y �.: hl1N� 8 CRUSHED S70NE OR NUMBER 8 FRACN�D FACE F11i MATEI,MAL IS TO BE PLACED FROM 6 INCHES BELOW TO 1/2 O� } 12 NITRES AS HO LD PIPE /\ \ THE 7RFMCH SHOULD BE A MI7EMUM OF 18 'INCHES WADE, SEE FIRST LAYER, -- \ ' ` �'W_ SLICED. HAND TAMPED AND WALKED N. BEDDING 'ABLE BELOW / /•��`^`= ��-�. `.',! 0 SHUSHED STONE SHOVEL SLICED, / ` > O• y����� HAND TAMPED 4 WAKED IN. �^ STOKE AS T;`WIRED BY _ -/ 'Eia-p�; •�C- ,�I/, j (BE_ HOLE EXCAVATED) ENGINEER FOR UNSTABLE` \ �\ \ SOIL CONDITIONS - DEPTH TO STABLE GROUND PER ENGINEER SEWfR ¢ PER CONS:RJCT:ON PLANS FIRST LAYER BEDDING TABLE pipE SIZE A B PPE SIZE 6' TO 157 Ifr 8 OVER OP TO 1E S -O 2-6 GETTINGLDW 1FE MINIMUM = 6' MINWUM = 1C" IB' MSD GREATER D + 24" D + 18' RPE BAR�L AND BEII. "oy�C,A Q* sr R SANITARY SEWER TRENCHING, P Fo No.= BEDDING AND BACKFILL DETAIL 19300219ck� �o STATE OF acv` %0'n !vDIANP /ONAi. CLAY TOWNSHIP REGIONAL WASTE DISTRICT lob r SANITARY SEWER BEDDING AND h CTRWD Schneider BACKFILL DETAIL ftR L Date 12/06/06 File T:`.16K\6366\001\DRGs\DETA115\IN-DTLS.DW( OFFICE OF THE HAMILTON COUNTY SURVEYOR I'CLa55 35'6'. 'AS Fn a -ab' R-. \X/ evE 'i� R£CE SSy () PJ�KC 1'S aNC'"tiR aDLt / [' m.ni I.. A A; [25 ^" � -IDLESs a 37 (83e-3 31A. a.:. \ n 11-I -I i � e E pj� JTOEl 12)COM:.£AL£a PiCK,10LESI ;fi i i-' (I\yl! t,;t -1 _ I I t - i z 7< r SF15 F.I. -1 o LRAOES 9.tWMa AWAY LAA SEC LEI 'ERS .01 SLTPFACE f� L:0 / - ++FLOE IN ::SA, , FLT:, 117iu5-. : , _-.... ...._ E _ -H T,� - 1 :/a• i3[m?: i Z) 5?8' f?0?,,..a ----i F IL L.E _ fLl.//L.C/33 q WASHED GRAVEL /T H ti'� ANCHOR . uLE_ '.. I I.. LLL s: CLASS "A" WASHED STONE 11= 0 I I I "C51nT1 -LANs % I E 28 10'672411,: flMINIMUM I to _ SSD _ O CAP I � A+1A1ER S:.AL E-. INEENAH 1642 or 1?72 �T_,b._� r�� .«•�L,�:��r�,P1.:. 3 EAST JORDAN 1 1043 or 1022 r-.1� as,.>."aw< ' :7a•. LILA - Nt • Or nppru,ed by Hufnilton County Sur+eyor's Orrice 'DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE MANHOLE .OLID LTD CAST!NG REVISED: St25/2006 0 STANDARD PLAN APPROVED_ -APL G �" 255tore CT -1 COUNTY SURVEYOR DATE KENTON .WARD,tiA'MILTON • Or approved by Hamilton County Surveyor's Office OFFICE OF THE HAMILTON COUNTY SURVEYOR SOIL I I I [HlMAEM NET 11-I -I (for temporary protection) 1-I �-I- MAY NEID i0 RE DEEPER FCR I I-� l III III_ -1 o LRAOES 9.tWMa AWAY z I i -1 I GIH: I_-' FiLTER FABRIC -IIII�III� 0 Ill�il I I I-1 I 31_ Q I IL •H WASHED GRAVEL `� q WASHED GRAVEL OO (32 I• R5" 3 ANCHOR HOLES INA 29 Wr E?W-3 B.C. CLASS "A" WASHED STONE 11= 0 I I I O•' r € - I OD flMINIMUM I to _ SSD _ O CAP °�O 3" MINIMUM DIRECTION OF FLOW � I 0 MINIMUM O O O Ocpe 00 NOTE: BE OO7H 0 WALLSPERFORATBDUPLASTICLPIPE N EEN A H 2015 EAST JORDAN 1050 M1 SUBSURFACE DRAIN (SSD) DETAIL WITHOUT SWALE • Or approved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE I I 1 I I H STANDARD PLAN REVISED: 1 FED 2002 25s�Weti CT -2 KENTON C. WARD, HAMILTON COUNTY SURVEYOR DATE STANDARD PLAN G" oZ HJ APPROVED: 'DATE SSD -5 KENTON ARD, HAMILTON COUNTY SURVEYOR *5P.1. RS 'x F OR NOTE: SEPARATION BETWEEN WYE FITTING: f A. OPPOSITE SIDE LATERALS 1) 1' MINIMUM BELL TD TELL FTRACER WIFE :T 2) BELL TO SWAT MAY BE ADJACENT ) - V (TYPICAL ALL FRO'ERTY, PoOHT-O'-WAY �.. f c •^~ LATERALS) OR EASEMENT [INE/- FOR SEPARATION SEE ,DIE ONE PIECE TEE -WYE REQDQE➢�. ! yyv,:`wy F R G T- x-wAv, PROPERTY tt / OR EASEMENT LINE V SDR 35 PIPE TRACER VIRE MAN SEWER LINE Cj ` At BEOONG TO K KAM ON VNb M8FD EARTH. COMPACTION Of E8 STONE ;¢ G CRITICAL UNDER All JOINTS AND FITTINGS, . IF UGH A MA CANNOT BE AMWD, NOTE: O C OF 350; PSI SIVE 28 DAY COMPRESSTRENGTH CONCRETE PROPERALL FITTINGS SHALL BE SRR 26. PLAN VIEW AROUND THE PIPE. TO BEAR ON STABLE CRONNO (PER ENGINEER). PANTED QiE£M Y X 4• MIH RCD OR T POST ("C - In METAL DETECTOR, 9 n 0K GRADE) DEPTH 10 LATERAL TO A MINIWRM G' r OF gS STONE CAR BE 910M ON MARKER RHE C0.NM1E GIPPED •>E SHAWL BE (TYPICAL ALL LATERKS) PLACED PRIOR ID SACJ(FUM. 17 -RKatT-CF-WAY FHSWO GRACEO R111T LINE 225 OR 45 TRACER WE ('SPICAE ALL L ATERAIS) I 22S' OR 45' - B' MAAWLIM - LAIERAS) ANOE MUST BE BETWEN +��� �j9`"�- 1r AND 45 ` 2 y' \ _ANGLE MDSE BE k7WEEEN 5' AND 45'. CAP FOR NIURE CONNECTION (TIPICAL ALL LATERALS) I [HlMAEM NET WIN" 4' CONCRETE CAP Rfaim, (for temporary protection) NOT TO EXCEED RYM TINS? PPE 6 MMWILW NIMUM FALL- 1/9' PER FOOT E IS 7<1' DEEP, MAY NEID i0 RE DEEPER FCR JOINT (IF WYE A wfE {TYPICAL Alt LATERALS) LANG Ed1WDING 1ATERAlS OR THEN CONCRETE CAP K REQUIRED AT LRAOES 9.tWMa AWAY THE ENGINEERS DISCRETION, MINIMUMFAA$LFD FROM SEWER. CONCRETE STRL)CM OF 35M P9, 28 / `• DAY COMPRESSIVE S`TREHTH. HOF TK REQUIRED ION ION DDCTBE IRON TEE -_SECTION_ \\"o°ptulxuufufuNrr4izir, NtO ALL LATERAL SHALL BE CGAINTINO5R0D NCH sre'A(`F MORE THAN 20' DEEP LESS THAN 20' DEEP e : No. NOTE: DEPTH OF SERNCE LATERAL SHALL BE MEP81ED FROM 19300219 - FN %n (RASE TO THE TCP OF MARE SEWER LIRE ? 'U � ? PIPE REQU REMENS PER DEPTH ARE AS FOLLOWS: STATE OF 4/= GF / p, 26' OR GREATER = SIR -23.5 F AIDI04 \\ CLAY TOWNSHIP REGIONAL WASTE DISTRICTUCTRJWD," SERVICE LATERAL DETAILS�tlnei ler NORMAL AND DEEP CONNECTION nafa 12/nM/DEl File T:\6K\6366\001\DWGADETAIIS\IN'-DT'LS.DiYC OFFICE OF THE HAMILTON COUNTY SURVEYOR THE HAMILTON COUNTY SURVEYOR �, rl• M J's, 11/SALL [HlMAEM NET (for temporary protection) 0 SET FLUSH W/FINISH GRADE A 22 3/A` -]O OV.o0 I I/r vA• r H N/r UJU 1Y 0>� r A O h a :j A d , z IL ,11 MWo. INrY,pE q WASHED GRAVEL Owr• (32 I• R5" 3 ANCHOR HOLES INA 29 Wr E?W-3 B.C. 00 O•' r € 24 1/rtGI3r3 2 3. L!44w �! N_ OD 5 e,d --� R 21 l 31 L P_ to � T O CAP DIRECTION OF FLOW I I/r L3e...3 0 25 4/1CL6Md 5 h h O O O Ocpe 00 34'(064..1 0 N EEN A H 2015 EAST JORDAN 1050 M1 NOTE. ALL DIMENSIONS SHOWN ARE D4 ENGLISM MATERIAL. CAST GRAY 11RON ASTM A-4&CLASS 359 FINISH, NO PAINT - WE3rMT. lWAS M-3 I1r l." • Or approved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE MANHOLE SLOTTED GRATE AND FRAME CASTING REVISED: o/25izoo6 I I 1 I I H STANDARD PLAN APPROVED �� 25s�Weti CT -2 KENTON C. WARD, HAMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR COLE\TY St)RVEYCIR -61 STEEL "T" FENCEPOST (for temporary protection) PIPE; SIZE; A SET FLUSH W/FINISH GRADE EAST JORDAN CASTING L570 OR EQUAL 1I -IIIA _1T a• s •'A. a �+ � A �,A• A' -I 1 1_I � I -i � I - a I -i f l -III_ i CONCRETE CONCRETE BASE A ° v A.• A m :j A d , z IL 96 5 q WASHED GRAVEL lA r \•) tit L _T 00 U,,GR UT ro ----- 1 �. OD 4F W - --► v I ➢ E 0 �9Tk� O CAP DIRECTION OF FLOW 8" x 6" x 8" TEE 10 O O O Ocpe 00 1 MAR; f," OR ii,SCH TA',41' BOLT [� 1 I4 24 SUBSURFACE DRAIN (SSD) RISER DETAIL I (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE H I4 REVISED: 1 JAN 2000 I I 1 I I H NOR;A(sL POOL I T' STANDARD PLAN APPROVED: ilA" 3°D ATE C r� S D `A, KENTO C. WARD AMILTON COUNTY SURVEYOR HJ NOTE: COVER FiTTING AND STAINLESS STEEL STRAPS WITH PLASTIC WRAP AND ENCASE W9TH ONE FOOT OF MIXED CONCRETE IN ALL DIRECTIONS RIGID PVC HARCO RUBBER CASKET SADDLE WYE OR # 'L55 XXX EOUVIANT MAlti SEWER LINE STAINLESS STEEL STRAP TWO FOR EACH SIDE SADDLE MUST 9E AT AN A! OF 45 DEGREES s OP��1srE•Rs � o No. - 19300219 ,-c3 STATE OF Lu 'an /rfDIAN �� 1111 ^ ^ OF MIXED CONCRETE ER ENTRE SADDLE SADDLE TEE DETAIL 0 CLAY TOWNSHIP REGIONAL WASTE DISTRICT CTRWD SADDLE TEE DETAIL If p S:: ineider Date 12/06/06 File T:\6K\6366\061\DWGS\DETADS\IN-DTLS.DWC NOTE: CON R "TL APRON AN:J CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. NEEN.AH R-1976 OR EAST JORDAN 1578 WITH SEWER ON CASTING 6" PVC CAP I<, 36 x 0" CON RE APRON WiTH FIBER MESH �>" REINFORCEMtNI. "' - MINIMUM 1" CLEARANCE FROM TOP OF CAP TO BOTTOM OF CASPNG �-TRACER WIRE. ETNA GRADE d � - C PVC PIPE X 6" T F') IEE...'hYE #8 STONE BELOW CONCREI T-' APRON TO PREVENT 6" :EWEP WATERµ,CLEANOUT TYPE 2 SETTLING. EXTEND TO UNDISTURBED EARTH. (HARDSCAPF SURFACES AND ALL OTHER •NSTAt.LATiONS BEYOND THREE FEET OF BU'LD NG) A opT3Isr R4'�P�-y% No. 19300219 h`DIAY`CA ,'""ri � /ANAL. 0 CLAY TOWNSHIP REGIONAL WASTE DISTRICT`'` •CTRWD' SI�neier TYPE 2 CLEANOUT DETAIL LIZ a n.ta fPlminR File T:\6K\6366\001\DWGS\VETMLS\IN-DTLS.DWC S# LATH MIRY R ,..� SMITH MFG CO h... FL at PI OR SHOVER DRAINSF =' o WITH ADJUSTABLE STRAINER HEADS 1.'Dr.1. �.'1Qa1 en.: ttle'c (owarnHro z o _ FUNCTION: ePe ens cNvre r r�Hsr: r r ��En.E s o e . Yif4Y'C a, s d' thEf Ir w exp a -Ile oLnd LJ st <.e t i I coed foT a yps O. HOu et4 f Tl +lar i1 .0 I q 1 c Top o , >TcJfar y 3 fe'J To fooo : ,Rt ire P r.sE n 1 @ vr:,a it Swam or 0116 r. Rtlker.; b e fta ning col peri nir ' .3P,LS...;£.f+1 ,O iF.831. J nIS'tf.L1 fIJO I£. E -3 CIA MLowH"u FEC:n o SO I r .z: Y'` A a' I r1?3X to xX.. MIN MAY, Xx fOAX `. A E_C ` '-a (I x. r Spoc,! fY _ A Openings .r ... a A,P-os ze, L.,�B;. ..,rC, is ,TCC:; ' CAULK OUTLET THREADED OUTLET' r Ffg. 2OSOC .(A)ii<?mD'rop >-Pfg. 20 T ..(A)FIOUNDTOP- t Rg. 2DE3C ......183 SQUARE TOP I Fig: 41151 .... 10) SQUARE TOP t it ttJi All .... .. B i... 0 LAIN X MAX WN-XX,RMA 11 L F ¢�0.. P a xx ::^R RdIJ SAX Pd 3 4 x RC aC1u r '-. ( 1 Q„ 2) o2. 7T ( t) ,t 3 rb - T.1 I :3.4 4... 3,4 8 ...t 1O1 321 4, S aM, ..1 Tl.,; u !(15o): 3)- (T. . C) i f23r. F f) 3Z 1 0) *t) 5 IT1i z es'�?,782',i c 2 1 .> . 4:3 1 O a3 `^^2 1 t8 S } 1 zS ,>C f 30T f T13n 35 J T 6r t4( .1 t c f' or .... .,c, ._.. .... i.,,. .. �. C >?: Fal £ 2 � 1 ! t; i Ire E.. •N,, ;: ... G' °Aw T811 1Z) 111, q;: `f a 1 Cr `0;,J rvu, Za:.rCr. " N�, F C G.t T2 se a NOTE: 4; 'n C- f::,r. `e dt..�nt.Y<,<t f. ..rf :.,,,-arr•r'.^w�...: .. TI �,eE�. r - REGULARLY FUFLNiISFIED VARLATIONST OPTIONAL MATER AES In.ti i..... -..i 3� f s t _. S _..F,. -,:... .36V c.0 - BE, 2c ) ,! �.t F 4i - •� '. Y ' i tit vf> -: A1.w:t PS1Y :,iRn6¢y3 a'M2 R, 3 -IEEE : �: > ft„•. a, .:. _t .a E,3 IIN C2t. .: D3;7S?a•e?:.'ttv"Ai s+zrea arty. f,-mP n -.r a;le. S `s SEE PA4ad57 �OR � OPT39Y3Af..>7RA)3Mf:Fi IfEFA03. G Y c" ReFIGU3E NUMBER b Avfsad ANSI ams J3 AM G B 5 Ba 8d4 ?1rEEnnefaes E$.9 BS ®y p.� p� gey a•» G •-C,E f?Uvi, t;•RSf3 86: r�..7 �0 2fl0 Wr°rf. �JRSMIT�HD RAINAGE STRUCTURE N.T.S NOTE:ALL SLAB AND CRAWL SPACE CONNECTIONS MUST BE A MINIMUM OF 3" BELOW THE FOOTER AND EXIT THE BUILDING AT THE FRONT OF THE STRUCTURE TO PROVIDE THE SHORTEST, MOST DIRECT ROUTE FROM THE BUILDING TO THE 3' MAXIMUM EXISTING LATERAL STUB. - 1, TEMPORARY FOUND.yTION GLUED CAP , (FOOTER) t111 3 MINIMUM I 3�MIN!MUM . FLOW 6" PVC CAP FiNAL GRADE �7 6" PVC PIPE TRACER VIRE X 6" X 6°? TEE -WYE a' SEWER77/. 6" MINIMUM. SEE SANITARY 4X6 RIGID 77, EWER LATERAL SEWER TRENCHING, BEDDING AND BACKFILL DETAIL CLEANOUT TYPE 1 (ONLY LANDSCAPED SURFACES WITHIN x,„aanHEIAIINyrj/,z THREE FEET OF BUILDING) O �G15TFR e "'o , No. 19300219 r STATE OF (LI - T VIVO, ANP r %�`SS/Duet F-��.o``• � E CLAY TOWNSHIP REGIONAL WASTE DISTRICT >�o •CTRWD' E , ,,\YrsInn�:.•i er TYPE 1 CLEANOUT DETAIL, x' \ ,,c,s Date 12/06/06 File T:\Okt 6366\001\DWGS\DETAILS\IN-DTLS.DW( -:r THAI NOTE: CASING SHALL. BE INSTALLED ,G HA. THEY DO NOT CCNJ ACT THE LATERAL OR ATERAL CAP 20" VESTA_ CASTINC WITH 12" UD, _ LETTERED "SEWER C EANOUT WITH I PENTAGONAL BOLTAOCK i CPE FIRE TO EX F4D 6 PvG CAF - !6HI,MUM 3" ABOVE STQ`77 E N v � ,.' 0'0 FRATCO h:EPE ME F.R SIT 7.7 LB_,T". M. 3 DEEP OR EQUAL 6" FROM TOP OF PIPE TO BOTTOM OF METER PIT. CONTRACTOR SHALL NOT A_OW KI ER PIT TO CONTACT I,ATTLJiAL/TEt-WYE, CONCRETE ;AP. No. 19300219 OF 4/ „� c/ONAL MINIMUM I' & MAXINIJM 4" C_EARANCE FROM :OP OF CAP Tr BOTTOM OfCASTING `RAC.; R ARE FINAL GRADE CLEANOUT TYPE 3 "GRASS OR LANDSCAPE SURFACES ',AYOND TF!REE FffT OF BUILDING) 0 LAS h E FROM 'OP OF PIP_ r0 TOP OF #h STONE -6, wNiMUM O' JDR35 PVC PIPE i6" X 6" X 6") TEE -WYE 6" SEWER LATERAL CLAY TOWNSHIP REGIONAL WASTE DISTRICT CTRWD TYPE 3 CLEANOUT DETAIL t� Schneider _ E Date 12/06/06 File T:\6K\G366\001\DWGS'\DEI'AILS\IN-DTLS.DWI OFFICE OF TIME I-1AMIL`I'ON COLE\TY St)RVEYCIR PIPE; SIZE; A -� 38'' 3 7 1 Kimley-Horn 35" 4' 6: ` 'Tq BTR :j 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 •jj! CA 00000696 KHA PROJECT # 168113021 lA r \•) tit L _T __' _ ----- 1 �. THIS SHEET PROVIDED FOR 4F W - --► v I ➢ E F I �IiIKU... �9Tk� CO.Ni OPENING ; • YY z 1 MAR; f," OR ii,SCH TA',41' BOLT [� 1 1 E H 1 H -BAR GRATE--' MELDED'/ 45 PARS! H I4 r I I 1 I I H NOR;A(sL POOL I T' a_ J , n 71 I--------- .'5 *5P.1. RS 'x F OR BJTH WAYS ?\ Issue Date: 5/21/12 O_vTJ it `IFALLN Sr? Lam_ C1rI,l.'' 1 06-29-2012 L PLAN REVIEW COMMENTS (DRAW a xc,T c FAL 2 08-17-2012 PLAN REVIEW COMMENTS 121'4f ED TIN -OCIC _. 7Jt7tiT'i . nk:'C1'IiN WARD,'J NGRVEI'rR :JRTN, Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 THIS SHEET PROVIDED FOR REFERENCE ONLY. • YY z •� Q LU a_ J Issue Date: 5/21/12 REVISION INFORMATION 1 06-29-2012 PLAN REVIEW COMMENTS 2 08-17-2012 PLAN REVIEW COMMENTS Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING CONSTRUCTION DETAILS (SHEET 2 OF 4) C6.2 C aa)) C, O U 0 m In Q v O O 2 T a) E Y 0 T C, 0 O 3 a) v U C vi 0 U O Q v `0 E Y a 0 .o a 0 0 C: 0 0 N L 0 c .o 3 c a) U O N c 0 Q) U c a 0 CIL E c 0 0 a) N 0 a a) a 3 r U -C 3 `o U v a) 0 a a U U Q) CIL y N .G O T C 0 a) C N N ai U Q) O C: Q) Q) 7 L C 0 V L a) C a N .21N C C 6 to a a) 0 U a) �3 r N o) 0 E U O rn -C H TRS N`C,H ! ` Ta!I_ FCR Ci i Y STORY S>' Urr r?S NO SCALE C_ -------------- L 4 6" MINIMUM OF TOP,' OR J53 STONE PAVEMENT SECTION VARIES i 1 l LIMIT OF SLO, RADE '\ i i MINIMUM COVER SHALL FINA! BE PER NOTE 3 BACKFILL Bc i-18"/MIN LEGEND Bc - OUTSIDE DIAMETER 7 =INSIDE DIAMETER d = DEPTH OF BEDD NG MATERIAL OELOW PPE — SPRINGUNE I HAUNCHING (Bc,%6)� V DE-" OF BEDDING I -MATERIAL BELOW PIPE BEDDING ! d d MIN M 77 NOTE' B, I 66" A LARGER 6 . BFDCING AN:t HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE �8 STONE MEE?Ii, THF 4A'ER4 REQUIREMENTS OF CtiE NDOT BEDDING SHALL BE PLACED 6N THE TRENCH 90TTOM SUCH THAT .AFTER THE PIPE IS INSTAULED TO GRADE AND UNE, MERE kMAINS A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW T E BELL. >OR PIPE SIZ,S 66" AND LARGER, THE MINNUM DEPTH OF M.A'ERIAL BEI OW THE PIll•E BAREL SHALL BE 6". BEDDN SHALT 9E PLACED T.1 RE LN1=ORM ,c PC5SI'�E 'tJ NqI 5E LOOSELY PLACES, UN OMVAT D MATERIAUNDER T E d I. ]D E SOFT PIPE o, c G -pro z i F THIRD,n� E4 n)1 I H �2 H .,1 ARE JR OF 2 PRIOR PLACEMEW HE I THE UNDERLYING C �O L Gt E E B0 � E. F) 0 .. C._ME 0 +:ELDING 1-4 SOL SHALL BE UNDERCUT TO SUCH A DEPTH. THAT W'HENI REPAIRED WITH R2 S -CNE i', WILL PRODUCE UNIFORM ANII STABLE FOUNDATCN ALONG THE ENTRE LENCtH OF THE PIPE. HAUNCHING AND INITAIL BACKFILL SHALL BE COMPACTEL N 8" MAXIMUM LIFTS TO NOT LESS THAN 9197 S`ANJARD PROCTOR DENIN 11' FDP 'HE ENTIRE DEPTH OF HE MA;ERIAL PLACED H BACKfILU SHALL BE - OUGHF LP EVENLY ON BOTH SIDES OF '.ITE r'.FE FOR THE FULL EENGfI-, OF THE PIPE. HALINCHN HALM. EX -END TO THE SPRING'UNE Or TH£ PIPE. MINIMUM TRENCH WIDTH SHALL BE TI£ OG SDF AME;ER OF THE P- E PEUS 18'. 2 NAL BACKFILL FOR ALL RCP INSTALLAPONS WERE "L" IS 5 OR LESS SHALL BE B -BORROW FOR STRUCTURE 8ACKFild MEEING THE MATERIAL REQUIREMENT S OF THE NDCT AND SIA.ALL BE COMPACTED IN E" MAXWUM LIFTS TO NOT :.ESS HAN 457 S'.gNDARC PRNTOft L£NSIT'Y FOR INE ENFiRE DEPi'n OF ME MA;ER?AL P ACED. THE BACK^'ILL FOR H: TOP 6" OF T:47 EXCAVATON BF OW THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETIN, THE MATERIAL r) „ CI c n Q.IR.M•NI,, OF 7HE �NDOT AND SHALL BE .,GM A.:ED TO NOT: LES.; HAN 9a� STANGAR:, PROCTOR OFNS,TY PNAL BACK ILL FOR ALL RCP INSTALLATIONS WHERE "L" IS GREATER THAN 5' SHA;,: BE CLEAN FILE. MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMATER, FROZEN LUMPS CF SOIL, WOOD OR OTHER EXTRANEOUS y c UATERIAL C.MPACTE IN `2" MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DEI S7 FOR THE ENTIRE DEPTH CE T i1- EXCAVATION. IND ) � A 5 FOR I,NS A 1 4T�ON OF STORM MAINS, WAT..RMA'NS, SANITARY MAINS, WATER SERVICE ATERALS, ND S N TARP I SERVICE LA tRALS ;;NDER CITY STREETS, REGARDLESS OF THE JURL DICITGN OF THE UTILITY, 'HE MINIMUM COVER FROM THE TOP OF THE.INSTALIEG PAVEMENT TO `Hi TOP Or THE iNSTA:LED PIPE SHALL BE THE PAVEMENT SECTON THICKNESS (ALL BRUMFNCUS AND AGGREGA E MATERIAL ABCU'v'E THE LIMIT: OF SUBGRADE) PLUS V-0". �F THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISCICRO:N OVER THE INSTALLATION HAS A MORE. S:ttNGENT `04ER REQUIREMENT, THE MORE STRINGENT R€OUPEMENT SHALL GOY RN. 4 tF EXIST?NG S_:BCRADE HAS BEEN LIME STABiUZED, BACKFILL WITH B -BORROW `0 BOTTOM OF EXISTING SUBGRADE AND FELL 10 THE LIMIT OF EXISTING SUBGRADE W9IH LIME STASALI7-ED SOIL 5. THESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOP, STORM SEWENS THAT SHALL BE MAINTAINED BY THE CITY, REGARDLESS OF STORM SEWER JURISGICTiON. 6. A;L STORM PIPE WITH N EXISTNG OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF _URsSDiCTION OVER STORM PIPES. T_ iSTAN ;RDltCA� `S;ri'V!aH. _......___ DRAWING BENCH DETAIL FOR CITY STORM SEMERS -?S i OFFICE Or' THE 1-AM[LTO' C;.)St RVF)'OR i f 7—t .., A� t o r <' +-tnr )f F re>) ao ' q- - �...I i 0"1 :' '' L i I .I. i_: I t 4 o N 1 Z ¢ 0 o I V III Y!:�ED—1 JAN —_ ? i I a N o a 2 a j m I KLINSek C. R A •, HAlk!L ON CO.IT T Y bU 1)rYOR "DATE D 1.:,) m ; L.. D I I DEPTH OF MATERIAL BELOW THE PIPE BAREL SHALL BE 6'. BEDDING SHALL BE PLACED TO BE UNIFORM AS POSSIBLE" BUT SHALL BE .... .. ..,... ECCENTRIC CONE OR REDUCER SOILS OF THE TRENCH BOTTOM ARE SOFT OR Y£ILDiNG, THE. SOL SHALL 8E UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH 12 STONE IT WELL PRODUCE A UNIFORM AND STABLE FOUNDATION ALONG THE ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITAIL BACKFILL CAP AS REQUIRED BY SITE PLACED. THE BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE, HAUNCHING SHALL r = 1 CONDITIONS. CONE TOP TO MATCH ADJUSTING RING PROFILE, A i; H;1: Mag ' --• Cl)AC O 0- :Nl\ _i - STEPS AS SPECIFIED. _ d F COVER ALONG ANY PART OF THE PIPE FROM THE. FINAL PAVEMENT Ed VATiON "IO THE IOP OF THE PIPE BE LESS THAT <,5 FEET. 4, IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH d -•BORROW UP 10 BOTTOM OF UNTREATED EXISTING SUBGRADE AND Flu 42 5. THESE STANDARDS SHALL APPLY FOR ALL REGULATED DRAIN STORM SEWERS UNLESS THE ENTITY HAVING CONTROL OVER THE RIGHT OF WAY HAS A MORE STRINGENT ST.ANUARD, IN WHICH CASE THE HIGHER STANDARD SHALL APPLY, I I G1tA'i'k: OFFICE -.� - - -L i b 4 - , E„ 4 ;.y I t I . �1 "_ tu" 1 I ' t �•_�,L may!'--YL--,1`ttiI-J �-•t O y - Ik z 1 1 k_ » ­Ipc SURVEYORS OFFICE. THIS STRUCTURE CAN BE USED AS A � I '= CONFLICT STRUCTURE WITH SPECIAL 4 .i ;. APPROVAL OF HCSO AND A MINIMUM (DRAWING NOT TO SCALE) - a i1 191 PRECAST BASE - �- r. : t; S �E' 1 C ��. H I 4 Li 3" MINIMUM t 2000 OF -2 STONE �P-1-__JAN S 1 A \v i.� Ei 3 t D PLAN _ 'YTS +� � � "'> dam"" 00 D.; TE - REVISED: 18 DEC 2006 r STANDARD PLAN APPROVED- 1 rt 4 i " r "> i -Y -- - k 4 L -: I-' GSL 4 1 s 8 4i 1'4 1 i : . 3 -4 0 l 'M j :2 i4 S 1 S4 ti4 :}:i,.e '..'4 Y•. m U �0 "1 C = j 0 F'. _R E I .. 1 'ITL 'I'RE 2 LP1, L'i `' Orr (:ARr^v1R� Tf i'v'�'tiRDS STANDARD F, A IAl1 K: COMMERCIAL DRNEWA" :DEMESSED „IRB . ,r ;8 OFFICE OF 0- S S318VA 0-,Z 'j \ Ni � i 0 _ T j � ` �' Z 1 t vi �...I i 0"1 :' '' L i I .I. i_: I t 4 o N 1 Z ¢ 0 o I V III Y!:�ED—1 JAN —_ ? i I a N o a 2 a j m I KLINSek C. R A •, HAlk!L ON CO.IT T Y bU 1)rYOR "DATE D 1.:,) L'i `' Orr (:ARr^v1R� Tf i'v'�'tiRDS STANDARD F, A IAl1 K: COMMERCIAL DRNEWA" :DEMESSED „IRB . ,r ;8 OFFICE OF 0- S S318VA 0-,Z . j PIP% SIZE : A i --- --- -'-- "-•---'..--,. - I t 4 o N 1 Z ¢ 0 o I V i ? i I a N o a 2 a j m I —MATERIAL BELOW PIPE .. L'i `' Orr (:ARr^v1R� Tf i'v'�'tiRDS STANDARD F, A IAl1 K: COMMERCIAL DRNEWA" :DEMESSED „IRB . ,r ;8 OFFICE OF THE H.- MILTON COUNTY SURVEYOR L 6' MINIMUM OF TOPSOIL :-Hl.'dSE'------ ------�--:---�--- . j PIP% SIZE : A I,. --- --- -'-- "-•---'..--,. - 7 ' FINAL. I.. BE PER NOTE 3 OR 6 SEAL BETWEEN JOINTS. I t5 3 4 Bc = OUTSIDE DIAMETER d = DEPTH OF BEDDING 18 4 x PRECAST CONCRETE ADJUSTER RINGS IF —MATERIAL BELOW PIPE .. 35" 4 G' I n,} BAR- .I t m ; L.. D I I DEPTH OF MATERIAL BELOW THE PIPE BAREL SHALL BE 6'. BEDDING SHALL BE PLACED TO BE UNIFORM AS POSSIBLE" BUT SHALL BE .... .. ..,... ECCENTRIC CONE OR REDUCER SOILS OF THE TRENCH BOTTOM ARE SOFT OR Y£ILDiNG, THE. SOL SHALL 8E UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH 12 STONE IT WELL PRODUCE A UNIFORM AND STABLE FOUNDATION ALONG THE ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITAIL BACKFILL CAP AS REQUIRED BY SITE PLACED. THE BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE, HAUNCHING SHALL r = 1 CONDITIONS. CONE TOP TO MATCH ADJUSTING RING PROFILE, A i; H;1: Mag ' --• Cl)AC O 0- :Nl\ THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6' EN DIAMETER, FROZEN LUMPS CF SOA, WOOD, OR OTHER - STEPS AS SPECIFIED. _ d F COVER ALONG ANY PART OF THE PIPE FROM THE. FINAL PAVEMENT Ed VATiON "IO THE IOP OF THE PIPE BE LESS THAT <,5 FEET. 4, IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH d -•BORROW UP 10 BOTTOM OF UNTREATED EXISTING SUBGRADE AND Flu i 5. THESE STANDARDS SHALL APPLY FOR ALL REGULATED DRAIN STORM SEWERS UNLESS THE ENTITY HAVING CONTROL OVER THE RIGHT OF WAY HAS A MORE STRINGENT ST.ANUARD, IN WHICH CASE THE HIGHER STANDARD SHALL APPLY, I I G1tA'i'k: OFFICE I—BAR I 1 1 I ASPHALTIC MASTIC OR BUTYL RUBBER SEAL I 1 t 1 H I 3 I AT JOINTS. D-23 1 I I I I + I NORMAL_ POOL HAMF SURVEYOR i I t I . �1 "_ tu" �T3TIi•0 1AIR(lt1'�i/k��iHq,�H'�-- 1 I ' t �•_�,L may!'--YL--,1`ttiI-J �-•t � `. �r. _ LOCATIONS, ONLY f WHERE APPROVED BY p::�•� HAMILTON COUNTY SURVEYORS OFFICE. THIS STRUCTURE CAN BE USED AS A � CONFLICT STRUCTURE WITH SPECIAL .i ;. APPROVAL OF HCSO AND A MINIMUM (DRAWING NOT TO SCALE) - a i1 191 PRECAST BASE - �- r. : t; S �E' 1 C ��. L2" suMP 1 MAXIMUM ---.-�.-�i REINFORCED BAR •4 0 12" ON CENTER OR 8" OR 8" PER SECTION � �,1, APPROVED ALTERNATIVE 3" MINIMUM 2000 OF -2 STONE �P-1-__JAN S 1 A \v i.� Ei 3 t D PLAN _ 'YTS +� � � "'> dam"" 00 D.; TE - REVISED: 18 DEC 2006 r STANDARD PLAN APPROVED- OFFICE OF THE HAMILTON COUNTY SURVEYOR Pavement Area 3. (DRAWING NOT TO SCALE) z L 6' MINIMUM OF TOPSOIL CASTING FRAME AND COVER AS SPECIFIED NON -ASPHALTIC MASTIC Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 LIMIT OF SUBGRADE /' OR BUTYL RUBBERala I 4- MINIMUM COVER SHALL .. .. .:/� FINAL. I.. BE PER NOTE 3 OR 6 SEAL BETWEEN JOINTS. I LEGEND Bc = OUTSIDE DIAMETER d = DEPTH OF BEDDING j - MATERIAL BELOW PIPE x PRECAST CONCRETE ADJUSTER RINGS IF —MATERIAL BELOW PIPE .. - .. d Pipe Size d MM NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER m ; " DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF' 3' BELOW THE BELL. FOR PIPE WES 66' AND LARGER, TUE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BAREL SHALL BE 6'. BEDDING SHALL BE PLACED TO BE UNIFORM AS POSSIBLE" BUT SHALL BE .... .. ..,... ECCENTRIC CONE OR REDUCER SOILS OF THE TRENCH BOTTOM ARE SOFT OR Y£ILDiNG, THE. SOL SHALL 8E UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH 12 STONE IT WELL PRODUCE A UNIFORM AND STABLE FOUNDATION ALONG THE ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITAIL BACKFILL CAP AS REQUIRED BY SITE PLACED. THE BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE, HAUNCHING SHALL r = 1 CONDITIONS. CONE TOP TO MATCH ADJUSTING RING PROFILE, r DENSITY FOR THE ENTIRE "FPM OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SMALL BE /53 STONE MEETING THE MATERIAL REQUIREMENT OF THE INDOT AND SHALL BE FULL HEIGHT MANHOLE THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6' EN DIAMETER, FROZEN LUMPS CF SOA, WOOD, OR OTHER - STEPS AS SPECIFIED. I 3 THE MINIMUM COVER FROM THE TOP OF THE iNSIALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION I MINIMUM COVER ALONG ANY PART OF THE PIPE FROM THE. FINAL PAVEMENT Ed VATiON "IO THE IOP OF THE PIPE BE LESS THAT <,5 FEET. 4, IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH d -•BORROW UP 10 BOTTOM OF UNTREATED EXISTING SUBGRADE AND Flu NOTE, MANHOLE CONFORMS 5. THESE STANDARDS SHALL APPLY FOR ALL REGULATED DRAIN STORM SEWERS UNLESS THE ENTITY HAVING CONTROL OVER THE RIGHT OF WAY HAS A MORE STRINGENT ST.ANUARD, IN WHICH CASE THE HIGHER STANDARD SHALL APPLY, TO ASTM 478 a 0 -RING GASKET NON- OFFICE RCP Bedding and Backfill Standard ASPHALTIC MASTIC OR BUTYL RUBBER SEAL -MANHOLE SIZE DETERMINED BY AT JOINTS. D-23 APPROPRIATE MANHOLE DETAIL HAMF SURVEYOR i r � f•�i THIS STRUCTURE NOT TO BE USED IN ALL{ PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •8" WITH NON -SHRINK CEMENT GROUT, LOCATIONS, ONLY f WHERE APPROVED BY p::�•� HAMILTON COUNTY SURVEYORS OFFICE. THIS STRUCTURE CAN BE USED AS A � CONFLICT STRUCTURE WITH SPECIAL .i ;. APPROVAL OF HCSO AND A MINIMUM o i o 2' MINIMUM OF A 3' SUMP. PRECAST BASE - �- ' L2" suMP 1 MAXIMUM ---.-�.-�i REINFORCED BAR •4 0 12" ON CENTER OR 8" OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIMUM +S E SET -`ON N8" OF -2 STONE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE SUMP MANHOLE STRUCTURE REVISED: 18 DEC 2006 STANDARD PLAN APPROVED- D-25 KENTON It. WARD, HAMILTON COUNTY SURVEYOR DATE �1 if Jr :lAir `'rAl rVi ;'r ')J ST N� ARD __ ___ _.____ _ --- GRAINING I TYP!CA,�AlALE DETAILS 119' 27 1 OFFICE OF THE HAMILTON COUNTY SURVEYOR Pavement Area 3. (DRAWING NOT TO SCALE) z L 6' MINIMUM OF TOPSOIL PAVEMENe S£GSiQN VARIES Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 LIMIT OF SUBGRADE /' THIS SHEET PROVIDED FOR REFERENCE ONLY. I 4- MINIMUM COVER SHALL .. .. .:/� FINAL. I.. BE PER NOTE 3 OR 6 BACKFILL / I LEGEND Bc = OUTSIDE DIAMETER d = DEPTH OF BEDDING j - MATERIAL BELOW PIPE SPRENGLINE HAUNCHING DEPTH OF BEDDING —MATERIAL BELOW PIPE .. - .. d Pipe Size d MM \"\ \ 1\717 ' NOTES_ 60' k SMALLER 4' 66" do LARGER 6' m ; SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS 3NSTALtED TO GRADE AND ENE, THERE REMAINS A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF' 3' BELOW THE BELL. FOR PIPE WES 66' AND LARGER, TUE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BAREL SHALL BE 6'. BEDDING SHALL BE PLACED TO BE UNIFORM AS POSSIBLE" BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL TINDER THE MIDDLE THIRD OF THE PIPE PRIOR TO PLACEMENT OF THE PIPE, IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR Y£ILDiNG, THE. SOL SHALL 8E UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH 12 STONE IT WELL PRODUCE A UNIFORM AND STABLE FOUNDATION ALONG THE ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITAIL BACKFILL SHALL BE COMPACTED IN 6' MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE, HAUNCHING SHALL EXTEND TO THE SPRINGUNE OF THE PIPE MINIMUM TRENCH MOTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18", z r DENSITY FOR THE ENTIRE "FPM OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SMALL BE /53 STONE MEETING THE MATERIAL REQUIREMENT OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL. BACKFILL FOR ALL RCP INSTALLATIONS WHERE *L* IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6' EN DIAMETER, FROZEN LUMPS CF SOA, WOOD, OR OTHER EXTRANEOUS MATERIAL" COMPACIED IN 32" tr 4XIMUM LIFTS TO NOT LESS THAT 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. THE FINAL 6 INCHES OF THE EXCAVATION SHALL CONSIST OF TOPSOIL, I 3 THE MINIMUM COVER FROM THE TOP OF THE iNSIALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION HICKNESS (AIL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE} PLUS V-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE. FINAL PAVEMENT Ed VATiON "IO THE IOP OF THE PIPE BE LESS THAT <,5 FEET. 4, IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH d -•BORROW UP 10 BOTTOM OF UNTREATED EXISTING SUBGRADE AND Flu TO TOP OF TREATED SUBGRADE WITH LIME STABAUZED SOIL 5. THESE STANDARDS SHALL APPLY FOR ALL REGULATED DRAIN STORM SEWERS UNLESS THE ENTITY HAVING CONTROL OVER THE RIGHT OF WAY HAS A MORE STRINGENT ST.ANUARD, IN WHICH CASE THE HIGHER STANDARD SHALL APPLY, 6, THE MINIMUM COVER FROM THE FINAL GRADE TO THE TOP OF THE PIPE SHALL BE NOT LESS THAN 2 FEET OUTSIDE OF PAVEMENT AREAS HAMILTON COUNTY SURVEYOR'S OFFICE RCP Bedding and Backfill Standard REVISED; 18 DEC 2006 STANDARD PLAN APPROVED �✓� y, i t�/11�0-7 D-23 KENTON 41, WARD, TON COUNTY DATE HAMF SURVEYOR i � I ! o I I a � !•Jr� o i o L^ " r Z z D o Y m U C = j K FE yU. Q (J O ¢ ¢ >b (.J m LR Q J - 4 X u U V _! � s J' a. a iF '' Ti,, i r'= !;' ^"v4` ,lI)f1 ��Js STANDAR'; DRA'41NG CON,^EEE DRIVE— N'TH DEPRESSED CIL-13 `�,D COTTER 119 -19 �1 if Jr :lAir `'rAl rVi ;'r ')J ST N� ARD __ ___ _.____ _ --- GRAINING I TYP!CA,�AlALE DETAILS 119' 27 1 OFFICE OF THE HAMILTON COUNTY SURVEYOR Pavement Area 3. (DRAWING NOT TO SCALE) z L 6' MINIMUM OF TOPSOIL PAVEMENe S£GSiQN VARIES Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 LIMIT OF SUBGRADE /' THIS SHEET PROVIDED FOR REFERENCE ONLY. I 4- MINIMUM COVER SHALL .. .. .:/� FINAL. I.. BE PER NOTE 3 OR 6 BACKFILL / I LEGEND Bc = OUTSIDE DIAMETER d = DEPTH OF BEDDING j - MATERIAL BELOW PIPE SPRENGLINE HAUNCHING DEPTH OF BEDDING —MATERIAL BELOW PIPE .. - .. d Pipe Size d MM \"\ \ 1\717 ' NOTES_ 60' k SMALLER 4' 66" do LARGER 6' 1, BEDDING AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE /8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE MOOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS 3NSTALtED TO GRADE AND ENE, THERE REMAINS A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF' 3' BELOW THE BELL. FOR PIPE WES 66' AND LARGER, TUE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BAREL SHALL BE 6'. BEDDING SHALL BE PLACED TO BE UNIFORM AS POSSIBLE" BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL TINDER THE MIDDLE THIRD OF THE PIPE PRIOR TO PLACEMENT OF THE PIPE, IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR Y£ILDiNG, THE. SOL SHALL 8E UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH 12 STONE IT WELL PRODUCE A UNIFORM AND STABLE FOUNDATION ALONG THE ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITAIL BACKFILL SHALL BE COMPACTED IN 6' MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE, HAUNCHING SHALL EXTEND TO THE SPRINGUNE OF THE PIPE MINIMUM TRENCH MOTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18", 2. FINAL BACKFILL FOR ALL RCF INSTALLATIONS WHERE "L" 6 5. OR LESS SHALL BE B -BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE iNDOT AND SHALL BE COMPACTED IN 6" MA)WEIM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE "FPM OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SMALL BE /53 STONE MEETING THE MATERIAL REQUIREMENT OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL. BACKFILL FOR ALL RCP INSTALLATIONS WHERE *L* IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6' EN DIAMETER, FROZEN LUMPS CF SOA, WOOD, OR OTHER EXTRANEOUS MATERIAL" COMPACIED IN 32" tr 4XIMUM LIFTS TO NOT LESS THAT 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. THE FINAL 6 INCHES OF THE EXCAVATION SHALL CONSIST OF TOPSOIL, I 3 THE MINIMUM COVER FROM THE TOP OF THE iNSIALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION HICKNESS (AIL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE} PLUS V-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE. FINAL PAVEMENT Ed VATiON "IO THE IOP OF THE PIPE BE LESS THAT <,5 FEET. 4, IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH d -•BORROW UP 10 BOTTOM OF UNTREATED EXISTING SUBGRADE AND Flu TO TOP OF TREATED SUBGRADE WITH LIME STABAUZED SOIL 5. THESE STANDARDS SHALL APPLY FOR ALL REGULATED DRAIN STORM SEWERS UNLESS THE ENTITY HAVING CONTROL OVER THE RIGHT OF WAY HAS A MORE STRINGENT ST.ANUARD, IN WHICH CASE THE HIGHER STANDARD SHALL APPLY, 6, THE MINIMUM COVER FROM THE FINAL GRADE TO THE TOP OF THE PIPE SHALL BE NOT LESS THAN 2 FEET OUTSIDE OF PAVEMENT AREAS HAMILTON COUNTY SURVEYOR'S OFFICE RCP Bedding and Backfill Standard REVISED; 18 DEC 2006 STANDARD PLAN APPROVED �✓� y, i t�/11�0-7 D-23 KENTON 41, WARD, TON COUNTY DATE HAMF SURVEYOR i LOCK ALL VALVE OPEN LOCKING TYPE OPERATING BRANCH TURN COUNTER—CLOCKWISE TO OPEN PLATE WINDOW (READS "OPEN- OR "SHUT") TO FACE PARALLEL TO PIPE RUN CAST IRON ADJUSTABLE TYPE INDICATOR POST VALVE STEM OPERATING NUT TO BE �. ATIONAL STANDARD PENTAGON ` MEASURING 1 1/2- FROM POINT TO OPPOSITE FLAT 1 1/4- SQUARE MATCHING INDICATOR POST UL/FM APPROVED INDICATOR POST VALVE WITH BONNET FLANGE FOR INDICATOR POST AND RESILIENT y0 WEDGES v 'n NUTS, BOLTS, WASHERS, AND RODS SHALL BE CLEANED AND COATED WITH A BITUMINOUS OR OTHER CORROSIVE RETARDING MATERIAL VALVES SHALL BE PROVIDED WITH ' . • lTHYLENE ENCASEMENT l l 18"X18"X18" CONCRETE BLOCK POST INDICATOR VALVE DETAIL N.T.S. r � v :n z o 1`' Y _ V X11 t, WI ti G I B TUMINOJS PATCH DETAIL 0 Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 THIS SHEET PROVIDED FOR REFERENCE ONLY. • 1 -it z LLI Q J I Issue Date: 5/21/12 REVISION INFORMATION 1 06-29-2012 PLAN REVIEW COMMENTS 2 08-17-2012 PLAN REVIEW COMMENTS Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING CONSTRUCTION DETAILS (SHEET 3 OF 4) C6.3 U c arra! v 0 Q 10 v C 0 0 = T a) E Y 0 T ftl3 0 O 3 a) 0 A -- in c o_ U O U) -o O I 0 L 61 O E Y T C: O 0 a 0 C, 0 C: 0 0 :o O , O ID _t, 3 7 O L_ 3 , E 7 U O -0 0 Q) 0 S.- c (t) 0 1d a: (1) i� ar 0- >-, O N a E N � o -0 O Q) En a0) E ` 6 N-) N 0 0- . 1 - ., N a - on N 3 O :- N 5 ,t� 3 N o U-) � C Q N U _0 v o U o- 0 - U 3° v a - N (n 0 +, t n : l_ O � U oT I Ln N U _ c ar In Q N U 0 / > C N •m o 0 N E _5 Z c I Q) O EON t7c U ar I r C W 0 L — 0 c 0 0 _I a N C Q C� ' K) (n 0 CD o In 0 W C 0 0 1 0 I a) CD -r - Z -, 0 '- 3 Y 0 s o E— 0 — C a is E 0 3 v a 0 " L I— C i v of Carmel Concrete Curb Policy City of Carmel Concrete Curb Policy Gnv ofCarnnei Concrete Curb Policy' December 13, ^_006 December 13,'006 December 13.'006 - z K) Under no circumstances shall work subject to the standards established by this (3) Arty pronounced depressions within the slope stake limits resulting after 1) General policy commence without obtaining a) _rok ed coilsh'uctiolI drawings; by the City p )P rleari ig, grubbing, seal in and topsoil removal shall be refilled with p g� p� A? The work subject to the requirements o#this policy shall include the production. 7 of Carmel Department (t F n,ulCeriig, suitable material and compacted in accordance with Section 203 of the f ,. :, . t' +<curing,finishing hauhnr,dehy�ly. eXCavauon , .r, placing, installation. In_, ... L) At the sole chscre60n of the engineer. the portions of this policy related to Standard Specifications prior to embankment operations. ' 4 ( prepare fl)Ulldatil nS and . (Il ' w -" necessary t) to e i. and other olk } } ) - 1 s • n testing < o€' work suhicct 10 the requirements of this policy outside inslxenl n. a d b I 1 nt the original ,Fou rid surface (41 Prior to 0lc construction of any enlbankllte . _ - , corporate rt 'within thes Ellin r( propertyc st" 1 concrete curbm w ier aggregate •,-e„ate bases and tri. aIp p` gt, �'�of , •_ ,_ rite right-of-ksa}' ,hall be (Ieternlined at the hrc construction rneclin�. ` v`• i• i the u) f fare}t vy'"t "rt le Ihnits v#'the slo e stakez shall be le Cru sn{ t ht tl p Pl limits of the City of carniel and existing or proposed right-of-way. 'IV .) :t] shall be corTipacicd in accordance with Sectio,) 203 of tine Standard 1 ,4�I i W ' !oil Dimensional and other standards So! concreta curb shall be in accordance with the Specifications. B) This policy shall be the basis for a.cceptanec ofthe work by the C'ity'. Failure to City' of Caring} Standard Details- - __ ofthe work adhere to the requirements of this policy may result in tion -acceptance c the c `` - (5) Embankments shall he shaped to be well drained and .hall be protected to or other rcnnedies outlined in this policy. ? Under no circumstacCs ;hall maRcri<,I nrher than Portland Cement Concrete ) prevent erosil?tl. nr`etirn tilstandards established by lhi' poliC ' he utilized to construct eunCl'etC - 1" n1 nshi } materials and uahty of the work completed shall comornn to the C) �� t ikr 1 i > q t curbs within the corporate limits of til+ Gin- of ('arntel- ((i) Louse depth of each emhailkment lift, final compacted depth. compaction 2006 Standard Specifications ationi of the. Indiana Department of T railsportau(m P t method and compaction requirement, shall be Ill accordance 1+'ith SectioIi p 1 thereinafter referred to as Standard Specification,,), except where deviations are P P •, O> I Fader no circumstances shall extruded I\pe curh he installed within the corporate , )its. {)3 of die. 5taudard Specifications. ,allowed or specified herein. or variances are ,-rallied- limits '' the City of ( armel. 3 , r v , C Soil Subgrades } ,' i, • , `governmental' 1 fll . a Cthy hill, at oflaw ether %' e EIl,ma3lUnl standards D Where the } _ Foundation .,l,,tl - - 3n O1lS L'On5£rnCted i} �uF tads ,bait hl i ' 1118e'COrddnCC SI i ' ' installed on fimnd concurrent jurisdiction exceed these standards. the hl�her st.md<ngls shall apply. Al Gencrtl Seenor, 24A) and Section 2(B) ofthis policy and only utter the installation of ” if any' plan or other note or S )ccitication oil the a) roved C„ nstnichon documents L) I I 1 p ' l 'i i 1 ' e consti (diol , ' Y ," t') , n in i) This work shall,.(. t, r t + l ul i icl a.a I+ ll t t the fowtdaim drain, ndicated Ctrl the a, )roved COn SU'Uet1011 ail utilities and subsurlacc t ! I Oxldl thenininnn) standards of rhes policy, the higher standards shad a) Ic. - : 1a11c1TC 5}eCItCaOn,). _ (,t tile C accordance ith Selt,n 10i.(_ I coculnents tt, ,e 1uc�tcdeldet' the )aLnet re completed. "french design „ . , • ' as rc hthitine the do 1 ` shall tic Construed � contained herein F { Nothing P .. ._ . , S ; . <', ' , t i rd, ' vi )( 0 ,' ll} 11)e foundation sh311 be lfepaTcd I 1 die 111C.e + .til SCCnUn (i- ... (d) f 1 lhL backfilling Wor€< of these irtstallat ions,)hall be in accordance with the City of ', , k" '1lS 3ne6lfn<' 11rgl1eF'1'dndal'(1;, nUr aS d1SCOIIra- - construction of implo unci c .l is Standard SpCciflcatlons :Ind the requiren chis of the.. p( licy. Carinel Trench Backlllha, Speelficatiolls. iate (roverinin¢ birdies for variances for alicrnatiaes which caul petition= to appropriate r iii } he suh< rale shall he shaped tc the reylnre( =ride wed sections, tree from all _ _ be supported by advances in technology and are a1,pn)yed 1}y other ugencics with B) F:\cav anon and I-mbankm.ni - arts, corru,aions, or other urcgtdaririe;. COrCurrent urisdictivn. i} Prior to beginning excavation and el:)b_ulknlent operations. all necessary ,. 1 Eil) 1 he SUh�rl'9�1L' tills t;. be llilliOCEtllt: pFe'.pared. COtnpae'Ied and apprOVe(1 in - Ct} All work Shall q'Oln)1V wtth elle TCgtIlltnFC[tIS Of SCetIOII l(1�.(13 of 117 Sland`aCi 1 I clearing. 'hubbillp.'Cal }In" and t0 . WIl Strl 1 }Itlg and subsequent backfilling :leA q L ,- ! P f 1 1 aca>r(iance vvtth Section: 20'.i}', 207.03 gond "_'07.04 of the Standard _ tier removed items within the,lupe stale hinits shall be performed m _ SpCClllCaliU11S. - accordance wish Section _Ol.03 and 201.04 of the Standard Specifications. S}pee3hC;TIlOIIi. - ' . l •. l . 11) For the purposes of this policy. ++'here the terra I n,mecr i used m this }obey an (i soil tv.soih vegetation, roots. stump;, friable and deleterious material shall be p Eng , v) Stlbgrades shalt be inspected and approved by the Ln'uleer before any the Standard Spec it shall incan: 1 1. ein }ved within the link:; of Lire slope stakes. a)Inplelely r p , •,g' i:' ase or concrete curbs are constructed. A roofroli shall be a,, rCI b, p „'neer, staff of the Department of Engirtcerine, other i) The Cannel City Ei i P it) Fzcava[ions conducted in accordance with Section 203.26 of the Standard Specifications, personnel employed by the City of Carmel, or authorized a9ent(s) that may be p i Uinacceptable areas Shall be corrected to the satisfaction of the Engineer retained to represent the City of Carmel. p operation'. a all ;,Ottg-, ,= T'S )[ ( I) Aller e\Cavauon 1.1 Craht n .. 1 �_ and yielihn, material IhtEt d( e, not >a .• lv bef:etr the placement of any AggrC�alc f3usi' or concrete curbing. ii' I lie Hamilton County Fliuhway Fnginecr, stafrofThe Fhanlilton County readily compact shall be removed front within the slope stake limits and k . il he rctilted \k i ll s '. gar d Coin a'ted in the resultislt, oId shall ultable tl)atcl sal ,) e p l +. y At the discretion of the Un,,)neer, Subgrade that has satisfitctoi ily passed ;t ) '- . o _ Hi ghwav Department, other icrsonncl en7 loved by Hamilton County, or P I P • • , . • . , v S ^ ' ion 2_03 of the StandardSpecifications. rproofrol a u Idan�e With Cell n I, but remains uncovered for a period of 14 calendar days prior to nt that ma be ret -tined to r lesetnt Hamilton Cotm,v: authorized a. c {.) y p placing :4g,rcgan Base or concrete curbing or is subject to a measurable ram Highway, depending on the location of the work. g aft {2) :\ny pronounced depre„ions within the slope ;take limits resulting after event riot to ptaciia :1v<rrc gest Base or concrete c!.ilbine, shall be subject. to P 1 , + , ) ; - twilled suitable CXcayauq n (. p(raill n. shall e ll suits} fe Inatel'ial and <_ ' additional pr.}of rolls prior to placement of the ryggre, ate Base of concrete 1) Authority' of the Engineer over the work ;hall he per Section ! 05.01 of the compacted in accordance with Section 20= of the Standatd specifications. ctrl-bine_ Standard Specif cations. il.. l) Embarkment, 3) g"re,gate Buses J) Prior to eortTmencnlg Lite wgoik, tit Contractor performing the vkork shall contact ` till 1 27gineer to schechde a pre-cottstnictioil meeting to rev'ie\+' the e.n�lnee.r'S I ) Embankment,; shall be cor,;nact:d in acCOI 'Ince With Section 203 of the _ .A clivral ) C v s. stall notification re uirements. required ins -ection's CUI1tit'lleUln IuClLnrenil,l)l. , q - l P Standard S eclflcanon'. I F) -:his w=ork shall cvn;ist of plaeiflg a compacted Aggregate Bate ort a prepare gi , .n•. ., '.''',V'' t ItI1C l,ll ,)flee,. d_il -°. work "r review die 8u<ht 111 _ n fol' certain stagy+sof-the t l Ik al �t 1l - _ � ,,, � '-'a'•t1dt d0-•, , , A 'i Ale}dill° !L'atet 1. , l l; 3lUC teadtlV C:-. 331')aC[ Shall f C {_) All sp(.1_, .red - 1 ) i and soil sulvrragte in accvrdatice vviih Section 1i3�.(.. utthe Stand relates to the wozk, removed from within the slope suakc lunits prior to embankilcm Sjl ,cification-;_ - operations, Page agq. .. i of k Page , ot,;i Page 3 at 8 ( llv of Carmel (IOTiCrOW Cxn'h PU13Cy L-1 Ly' Ol GEitlTlcl C.011crl.le CtIFb PUILcA' CItk' Uf Cannel Concrete Cltrb Polick December i 3. '_006 December 13, '006 December 1 , 2006 -' 1, - 't i 1S acid 5k'ho Shall. act &5 en s n nslruq Ivtn 11 . -ectvt lhd SCr+7gC, ora tell tulle Cl p concrete Curb. hilt' toillled con,:jcfe :UI 1). oir7.!1`.? compound shall be applied to 11) \,-Urn( identified to not }neer t}le requircincins Of this plenty or the approved authoriYed agi:rll of the l.ng1112e1. The F1rigincei shall Select the collMnicti011 all CXpOSCd btil-talcs !r1e:lUdill, ;rdc' atter ani' iom)ti are removed. COrISfi'1IC[1Ott documellr Lltl atG:glpta (?fig. work ,\'he [17C'r the fi;Sldl of poor _ \� ' 1 atel"sal, (1 mlage through c'ailelesstie;S Or ate 1A'OCkma11;111(., LlSC Of dclLcl3 c n � � _ inspector, 117) I lie concrete curb shell be allowed IU clue for a Irilll!riltn of 1 -day'} prior t0 Other Cause fi'lUnd let e\Isl prior to the final <tCCeptatlCe of the Work, shall 1)e v ) if the ambient and soil ,ubgrade or A 1 's*aie Bate surface tenlpe-rahit'e ' v "fl•t`t `� i, .'ra[IUtlS adlaCCllf ") II^ 'l l'i'. '. C rt}I l commencing back I , t� p tt tile cl 1 C c tl u removed inlnledillw1v and replaced in an acceptable malner at the Contractor's conipties with the requirements of Section 4('0) of this policy hetvkeen April I CA Backfilling 1. expense. and April I5, concrek curb shall he allowed to he placed lin an approved ;oil l ' ' , - • concrete , �, : i I l tic spaces adjacent to rhe ct flue -q eau, la(] be 1,aekfilleci in accordance ' tinder fthe 11 11'the C;untractor tails to comply ibrthv+l.} with arty order made , _. Base .- , ,. ,' „ contractor . iLf,)Q'C'itdq- t)T :�„��T'q'_T:Ire :,arse I})U+�SdCC! lilac Ih� pal ill,., e(111F7.1ei(lr I},i� tUl [he �. r ' . ) " wh) ;It'11l al's .! an \C3”\glee' Of a. :till I file C',Iil;tTll l'nUil 7n'peC.t(.I and ( < �� . ` �, I� -i� i. . I` ,.1 .( „' f (.. -tl 1 t chi Sla .d , IflCati Ol t r 1 'C. concrete U'CT' \+llh S"'e 111 I1 .( L e C„ V al n, t q e -f �. ¢ 'r .,' y ,Rq '). tthOEls I. fart e 1. k. (f ..'.1. ! ,c c-, ” ♦ ,C' ' }c! tile _.l Ulcer will .. ..r )�iri 11 d o E t.._ll} ,eft n, I e F L.. 1 I 1. .n. f 17. 8Uth01"17ed agCiif i,t the Engineer r. 'I hi. t.il(sl)let'.!' S}l alt '21 CCF the Ct?ll�tl'ili: r.H i31 iJllihiil_g Ii Ill,,ecled and Jc::c ,ted I)-, --he I'ngincei in decordanice with Section t 1 .. ullacce }tahic work to be rem,?dled or I-einmed and I-placcd, to calisc f � `I 5 elf till; pone\'. Un a.nhori7cd ,.o Ur1k to lie rcinoved: and to dethlet the cost,) tram 81l\' Illonic, ,111c Or 1I1S110CtoT. k'1) File EIl ".neer rcici Ves the igen to uspcud :ill concrete curb placenlcIlt ill Backfilling oper:uion, ,Ifall be :oe'pl:Ir:d prior u, opellillthe area to rcC;llar - to become due. - i,pl'r.i11U11; 11, til illi- f)plil!U}r Ul lfie L1)�lllt'ti C.. ln.tl pre\�,111 E11� 1+'C:dlllei i011,011et1011 tral!IC. ) i Work done Colffl'al"\' air II1;1T(Ic'11Or1' proidcci by thL Frigineei' ,hall be i'on,id.red ai, B;se conditlolts an+,. Or file Collleltion Ol the filo,'rade atlil i)[ 1111.' `i,_ < e � I hls cct;oil,) P UiItICCep1a} lq. Fir?ql '!if jet! it? Illt!11cdi8ii. lerilin'LLI 81111 rej)laeet)'lc'tlE til aCCUrd;lnCc` ,,,,. - 1,-, nlak're'.:ft ill ;Ubstalldad concrete curb placc•mcxr curim-, an- hnts.aLg. - \i ;A 1': ma::rial; rig 11e(1 :11-,(!:,:h pan, 1 -.1,1 ,.t the +\ork will ))( lbirct to r" kk'i111 !h: til atrl!:!ti�l)� pfo+](Iitcf Iry ihC fAl- nice',I- D) Plael:nlcnr D) inspection per SeC,ion i i,.. l o of rh. S.:,.ul.ln ',i, "If icaiiolls for ,lie pull)osr cif ti) cice,eptlnce 0 COtlere[C Girl) skill lie placed ;11 aCiUld:In:e \\'Illi 1C'clioll x4)1_0)_ xo_,. i' affil \+,r 1, in sig!,>tnrnIA ,, 'tnrin:mCc v+1111 03i; .)tic\ and tri aiq'Crl R:nlllI It13( the i}. p _ ^Dietl .tc curh. the F.n lacer .hall detcrlllinc if the '\1 ketole fl,:c,.t.l•l.,;i.e E 1 life . - :Ipplo\Cd coll'ti'n CTIOT1 docallt 9r.1, •,i1 )RiCC7l1(:Ile, sire til ,ubstarltild com ha? cc \vlth thr. pohck tC\Cvllt IOr ally } P fife .E)4(c) a+ri f;0 .i1 -f1;;1 0( the St<nrdard 5pcciGcuti(}r'. -.. _.. - - \'?1111•e(.S ,..'T::1n ICd1 acid t ;e <!pplo\Cd collltillcrion documents, . ,. _ _ li Ctirh rl,acin ile'.> lila k' he Ertth led 172 acct?[dais:e \,) 'nil tie:11Ui (`(��.i)^1-1 i') acid „ _ el,< .,, ., �, .-•- .i , �_ , ..; ,- f3) file' (., itractol .hid; .,,.li lk the I-lgpllq.! .1 11. in lltim tl, -I. little' .n ad\ i.reC (:f 605.01(11) of the Standard Specitirtficsns provided rho€ n,e :qulpntctll a'rtlnlencul_ any \yuck ;tar) q'cl to the ,1,1+;rl.u,s. eaabh;lled t)a ibis nth v _ I B lilt Eft"Inter nl.l,. at his sole cliscruiou. UCce,t \v)n'k that a !lot rii Conti>rmance ) - I - - C: ),lforilly t0 file Icquireillcni; of Sc:tiUlf 5(l8 ill the St;tildard S) kClliCatiii115. I - C The C ontraclor shall ;Chcclile filvvtroll, \l'G: the L.il+grill Ci' a minininlll Of 41i- ) \,.nll flus )Uhc\ )ro,l lded !hill lilt: Wali"k is bonded Ion': period greater Omit three I _ - f - boars Ill advallcc OI SttCh ,TOOtr011'. 1 Ydar,). TFC t n,_tnc;er shall s!itl)lish the c.\telldcCl t)OEtdIP.g req UfrC:rliellt. iii) Forntvvoik shall con7ph' with the requiICIIICls ofScetian 605.04(b) ofthc: Standard Spcciiicaiiotls. 1.)1 The Conu'arfur and I.'1lgincer 01 q 1 peon,) l o the 1 Cc, el(te - - ir) 1-urms;hall he ru xwed in acCurdance With Section �U_.Iti and 6J�.{)41h) of- :rl' fr �!_ Ir' '. , sl' tll`1• n ' int l e: in Ind _ C anioin a I:k The rii. ect c 1 ,11..1 :orbit for ,l v d , 1 the Standard Spce,ftlations all necessan repair, s tai h colilpl' t ! n liar to blckh hn"; operations E1 ' ;,ullplirl and testllll ill I lienal'. c ui )t. ,. I eOrl:,lltfctiol) wotlk mal be t;) joints ,' + .tell- - 1, 1, i ) ) for 1. t �1' e\ )-Llc (1 Lr: C ( t Ch,..real, . ofthe f n: 1nCeC 1 H lhr rel u,rld tt t q I 1 i) Joints shall conform to the r:quiltme!nl; of Sectiull 503 and 605,04(e) of the pini pope ()1 <1SCet 1,11!li lig tilde [Ile k,i. k .. (. �� f'�.Eanllal ei,nlUi"nlanle \yrt11 [ills ` 'E i gist 1l`!1 4 Standard • ! e - i. q , , l , �- • , � IIITIc 1 � 1 \ Cqi ql n, uuq.l � e .,tat 1111 ' aril t ,tin's Thal} pohcl� :ill(, the aLl.11 1 .. il) Ju31)ts hh.11l be instafled dt llltel'\:els of 10 -feel or less- � tom ol- IeSS :llonu eo.ltorm to ti'e Ii.i..IrCIllelll lit lhc' ls,.,ll' „1 1110 SEatl ltd Sp.cltiC,UIU[la radii. Jtiilit, in litic,laf curb and sielcwaiks shll1 be locate.: at the sante e \\ilk r,l,lgf:(1 to bCnull-conll,tiartl or as directed applicable Eo the portion of tile a ani(>1 is life iuuls 111 the .r(11r,inin ,ideva,lih J,)int, play br say:q^(t of tt,u'cd hv' ill, Eu,ln:.r. I to ,t iili,.imum depth of '.'-!nk:h r ) v1 here the }�nL"l• .e, del,:3z t',> ! �l ' _. 1•nv 10 eontilin con -Ip •am ii leirh i'I) i1a.torl led ZXOanSI0n IUI 111,. ht di i,c p13Cc0 ,it !!11:,-C ilk (+t . () 1C.t )r legs, ;li :111 't;uia (: ofou;din ur!hi k le...:nn,r.t_ nth :haft bi..xrri't? anis Icst d ar rhe - _a.11l r.. i ,_• ', - s ,.! cilli, ,-, t',:• .-.• - r. .: oil- qd}I 11 is`;>, F1}e ;,C X111 i1!,l�g gild :silo Uf �,.I ( li) ".tri r13 �..i•.. , ,1, i 1 ..l.11 t ,t\' R , f. :\ )Cil;c ,)fill,: ((ll:rai"I' I he :,, .:�,_,. th;,"nc;;e; E) i!le' cu h Illust +:(anal Ur I _ alld •aher2 ahllthil-, , A:islin'-, : Jn,fr i 1cluol i. Ill diddlIton to Ihe>,; i clllll'Cill< I) t S, d'uloell£'. 7iirlllill phe1crbed h\ Lt' Jpl'W%i'd eon'trn Ction )C cAeecd the ,71!l cypansion joinls in integral CITTb aad ;idcwaiks shalt be locatcd ,It the same (i1 �u:h In,pecton, ,hail not he :omauecl 10 .Cleve the &,:C!Oper,` en,usecrs or location .I, the cxpaisiolljoints ill the adioil, w, sidcvralk. contractor, in am vv a� fro+ n then ohll aFtnu and Iespf?n ihilitlo ander ,)legit 1) ani Shing anis Curing :Ontra l' tipecillealfV. Inspection I N til(' i ! J111Cer, Of h% I 'Otati `el ell'lneeid Or !csliliL, UL,encjc,, hall not leq;Uire Eh'nl t„ ,, ume re;f onsibilines for the approved I) file conciele Curb shall be finished and cored 131 £tceoldanci'vV'fill Section :Urlitrt,Ctil3Oil d(h tial, -n h. IOF Jac 1111 Mill Lpl-etdtrltll Uf file- epprok ed CU[7,)t LLt;[10P. 502.14, 502 .1 `, 50.4 and 605.04(1) of the Standard Spec d!cations. documents by the contractor; during CrnslnittuE), ill -for the means and methods ii) ( Erring compound shall he applied to all exposed smrfaces on >Iip-fomite,) of Con>truetion, nor for safety on rhe jut, silt Page �, of 8 Page of y Page 8 (if's City of Carmel Concrete Club Policy December I3, 2006 Il) A<g<grestate Base materials shall be in accordance with Section 301.62 of tile Standard Specifications. iii} Tile Aggregate Base material shall he obtained from a Certified Aggregate >- 7 oft Standard Specifications. Producer in accordance with Section ) I . e he i iv) The Aggregate Base material shall be handled and transported I and on, the "t work site lit a manner that minimises secregation and m(}L.ctu'e loss. v) Aggregate Bases shall be consnlcted on approved soil subgTades anis to o I ) } thicknesses equal or greater than rhos: indicated oil the aI 1roved construction cloctunenrs. B) Temperature and Seasonal Limitations i) Theiggrc,ate Base shall he placed in accordance vkith the temperature limitations of Section 301.04 of the Standa-d Specifications_ lit Frozen naterial shall not he placed. iii) A,_Lieb ate Bases nl ust be ,laquf and Pass I}rl f r Ii prior to ven her Y, m ordcr to allow paving in aca)idance worth Section 4C(i' ) of' this policy. C) Preparation I) The prepared soil subgrade shall be Itce from oil ectionable of forci�gn materials at the time cf f Iaceinent. to The subgrade shall be subject to additional proof rolls in accordance with Section 203.'(1 of the Standard Specifications just prior to platin, the \„gre,gate Base on ilie suberade fit accur(1'ance +kith Section 2C(v) of this 5...1. P oticv' L: nacrep table areas ,;hall he corrected to the sauln tisfacl t the Engineer before any At_ g,,_, Base is placed. D) Spreading and Finishing i) 'File Aggregate Base shall be spread in 11C00dance With Section ,(.1.0.. of the Standar(( Specifications. 3 06 ) ii) -file Aggregate. Base ,hall be compacted in accordance whit Section _ 01... of the Standard Specifications. lit) Concrete curb :hall be }laced over the Aggregate Base -within 14 calendar 1 days. Ag,,reg rte Bases that Iay exposed for it period oftinne :neater than 14 calendar days or experience it measurable rain cv'em prior to the placement of concrete curb shall be subject to inspection any acceptance by the e rl ui!lce i . a 6 r'q ,)reef. At the discretion of the F n ;inte1 r, additional )roil: roll. m c iu 41 Concrete Curb A) 6encraf it This work shall consist of placing concrete Curbhlg un prepared soil subgrades es ' accordance vv illi Section 105.0 3 of the Standard or Agcre,�are Basesin ace fipCctl c< i ativns. it) Concrete curb shall 1)e constructed on prepared soil sub,racles oIt.!LregaW Page 4 0f , Tl rj T .. , s,/ 1 .._ .� _.-... .. _.._._ _ . ..._... . 1 1 fi � I 3' ' - z ,,_c II.' 7 G,',''. 11_ v :v I-_ .1 tt I I T �� III 4 t �� . 4 �' I!. i ' `� \ '� \ t\�;' �%'�1'? \. t ,� :,"z , I ---'.t 11 'IV .) :t] --- ------ --------- _____ - ----- _ _ ., Thi` ;l-1 L! i (F LN R�✓i_� .' r v "' D 3 COMBINED GiiRB AND GUTTER T''PE ii a . ,. e.. ,. .: ... .. .... ...... ,...- I—— - _._ ... ' .... .. .. ......... h A N ) N'1D DRAWNG 10— City ofCanllel Concrete Curb Policy December 13, 2006 Bases to the dimensional standards Lit the applicable City of Carmel Standard Details or in accordance with the curbing details of the approved cvnsuzlction doculncnts. lit) Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the Standard Specifications. High early strength admixture; play he utilized but shall Clot be considered in waiving ally requirements of this police. Freezc protection admixtures shall not be utilized under any circumstance:. iv) Equipment utilized for concrete curbing installation work, including but not limited to production, hauling delivery, placing, installation, jointin", curing, finishing and miscellaneous:'ancillary activity' shill be in accordance with Section 508 of the Standard Specifications. v) Concrete production, mixing and hasdingdehveiy shall be in accordance with Section 50-1.10 of rhe Standard Specifications. vi Installation of the concrete caab,ne Indicated tin tile approved q on truo;60n d+Cmnc ns ;hall be completed in the same , al, ing, season— B) Preparation ,, 1, o -` Base additional .F,Of I(1:,. ` } A re 'at( F- . , C ;hull he sub'e •t to a(lh soil subgrade c r _ c i The I ) 1 in accordance with Sech~)n 203.26 of the Standard S 1)ccifications juA prior to placing the HMA courses in accordance with Section 2C (y} and 3U(iii) of this polic\. table arca; .hall be corrected to the satisfaclion of the ,. I lnaccep Engineer gineer be ore placement of anq concrete curbing. fill All displacement or rutting of the soil subr`rade or Aggregate Base shall be repaired prior to placing c()[lefete Cli Ibnlv I. C) Weather and Seasonal Limitations i) C tn'C C rete curbing< shall l nth' be placed in accordance with Section 5021 1 of _ I the Standard Specification; with the exception that placement operations shall not begin until the anlhient temperature is '�01and rising. Placement operations shall he discontinued when the ambient teal )eraturc is descending= i and is 50T o: below'. At. the discretion of the Fag=sneer. Concrete may be placed at ambient temperatures less than noted above provided that. placement, _tvinting, finishing and curing operations conform to Sections 502 1 I and 702-1 1 ofthe Standard ccifinons. (- 1 S}ca gr •<g• ii) \o mixture shall be )laced on < ,)(tell ,ui � rade 11 Aggregate I iii) I Inder no circumstances shall concrete curb be placed hehveern Dcxentbcr 1 5 and March 30. loll Ira ,oil sublgrade or Aggregate Base over which concrete curb is to placed. is placed and ap,lovedb the Cit prior ,'November 30. }lacensent of the Concrete curb will be allowed up to December i 5. provided that the ambient and soil subgrade or :Ag�`reLate lithe surfuce temperature compiles With the requirensents of Section 4C(i) al this policy and the paving toner -actor pax for Page 5 of s r- --_---- _,---_—__ .. _ _ [- -::4 ------ -�_-�z7 -+.... - �--- -- -- 'I. � , I II _ Ill iII ('f. Q- ` Ig t. V „) 1'1f z «;: -� a c' I -i r o,' 1 k \'e )} F I (` _ ,R/4, _ I ;< \�'�Ty,j�b �, I— -- �.- l a C, - I } C S J In .'� 1 ' u , v ,.. Y C) a M I i,J T, ' 1, / ;:11 - r" I 4,- n Jir^r � ,� ; Q `:DAR — IJ h A 1J`t N - k COMBINED ,URB ANL G l TT R TYPE I'll 0—i 2 H `0o :-1 K __x I' Y z -J -L >.... _ I,-- g g -- - z J J L C ;.i n c -1r _j _. z - I-_ .1 1 - _ V `1. - a1; _ —11� J K is C. e; 41-Q f_F -' - a s - > -, - i \ Q 2 VC .�G Q 1 0 0 0 w E z 1 ,4�I i W ' -; 4 , a - - __ i. J. " `` �.1 *`. �. iiY; <l :r.' �- Z `) , t U z 3 , r a-, � N b � } O — J .. _G - 5 w � <E y _ ,, , $ Y � _ --- ------ --------- _____ - ----- _ _ ., Thi` ;l-1 L! i (F LN R�✓i_� .' r v "' D 3 COMBINED GiiRB AND GUTTER T''PE ii a . ,. e.. ,. .: ... .. .... ...... ,...- I—— - _._ ... ' .... .. .. ......... h A N ) N'1D DRAWNG 10— City ofCanllel Concrete Curb Policy December 13, 2006 Bases to the dimensional standards Lit the applicable City of Carmel Standard Details or in accordance with the curbing details of the approved cvnsuzlction doculncnts. lit) Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the Standard Specifications. High early strength admixture; play he utilized but shall Clot be considered in waiving ally requirements of this police. Freezc protection admixtures shall not be utilized under any circumstance:. iv) Equipment utilized for concrete curbing installation work, including but not limited to production, hauling delivery, placing, installation, jointin", curing, finishing and miscellaneous:'ancillary activity' shill be in accordance with Section 508 of the Standard Specifications. v) Concrete production, mixing and hasdingdehveiy shall be in accordance with Section 50-1.10 of rhe Standard Specifications. vi Installation of the concrete caab,ne Indicated tin tile approved q on truo;60n d+Cmnc ns ;hall be completed in the same , al, ing, season— B) Preparation ,, 1, o -` Base additional .F,Of I(1:,. ` } A re 'at( F- . , C ;hull he sub'e •t to a(lh soil subgrade c r _ c i The I ) 1 in accordance with Sech~)n 203.26 of the Standard S 1)ccifications juA prior to placing the HMA courses in accordance with Section 2C (y} and 3U(iii) of this polic\. table arca; .hall be corrected to the satisfaclion of the ,. I lnaccep Engineer gineer be ore placement of anq concrete curbing. fill All displacement or rutting of the soil subr`rade or Aggregate Base shall be repaired prior to placing c()[lefete Cli Ibnlv I. C) Weather and Seasonal Limitations i) C tn'C C rete curbing< shall l nth' be placed in accordance with Section 5021 1 of _ I the Standard Specification; with the exception that placement operations shall not begin until the anlhient temperature is '�01and rising. Placement operations shall he discontinued when the ambient teal )eraturc is descending= i and is 50T o: below'. At. the discretion of the Fag=sneer. Concrete may be placed at ambient temperatures less than noted above provided that. placement, _tvinting, finishing and curing operations conform to Sections 502 1 I and 702-1 1 ofthe Standard ccifinons. (- 1 S}ca gr •<g• ii) \o mixture shall be )laced on < ,)(tell ,ui � rade 11 Aggregate I iii) I Inder no circumstances shall concrete curb be placed hehveern Dcxentbcr 1 5 and March 30. loll Ira ,oil sublgrade or Aggregate Base over which concrete curb is to placed. is placed and ap,lovedb the Cit prior ,'November 30. }lacensent of the Concrete curb will be allowed up to December i 5. provided that the ambient and soil subgrade or :Ag�`reLate lithe surfuce temperature compiles With the requirensents of Section 4C(i) al this policy and the paving toner -actor pax for Page 5 of s r- --_---- _,---_—__ .. _ _ [- -::4 ------ -�_-�z7 -+.... - �--- -- -- 'I. � , I II _ Ill iII ('f. Q- ` Ig t. V „) 1'1f z «;: -� a c' I -i r o,' 1 k \'e )} F I (` _ ,R/4, _ I ;< \�'�Ty,j�b �, I— -- �.- l a C, - I } C S J In .'� 1 ' u , v ,.. Y C) a M I i,J T, ' 1, / ;:11 - r" I 4,- n Jir^r � ,� ; Q `:DAR — IJ h A 1J`t N - k COMBINED ,URB ANL G l TT R TYPE I'll 0—i 2 H `0o 6 O U to C W O 4 O U Q P C N © 2 Z OK M - O � . a z m 0 , o � 0 < z 4 _2 , C Q © 2 _ i 0 I Q 1 0 0 0 w \ M U 1 ,4�I i W ' l N ,6 . ~--�___ __ I _ - L i. J. " . _ �.1 *`. �. Z Z n IT 1 -Jt_- ') \ JJ Ql v Z `J 0 N C it I Cl 0 a Q 11 0 P M U s a. E 7 U Z Z 3 11 ID 0 a M - 2 z :L 0 ., W �. Lj a - 0 m G m Z w 1 c O 0 w Cl w a ` U; < , c ,1 - , ,-0 �„ QTY G�r_ CAV? _ i T I /V,1) ,p�� STANDARD V. , 1 , , iJ 1 n _ __— _- _,_________.-_-__- ___---_ DR ��'fE� - INS!.Ai L CJRB ADJAC"EN, TO EXISTING P:AVEMENT -�� li =� Ki I -Horn ine Y and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 THIS SHEET PROVIDED FOR REFERENCE ONLY. Issue Date: 5/21/12 REVISION INFORMATION __- ___— __.-_.-- _ - 1 06-29-2012 I'll AAI MC\ACIAI rIMALACAITC N N Q) C >, 0) N i, Q E O r, N N C N N U Q 11 U L O M 00 U I 0 c) Q U C 0 .� () C) N Z E U C 0) L.C C N C rr; tx L C: CS Z C Y a % C C C C 3 C L C U C 0 0 N c -a C 0 E 0 = I m E Y 0 >, 3 0 0 s .3 0 a U C C a, v U 0 V) Q v E 0 _ a,0 E Y T O O d 0 O C O O 0 N `o s :3 0 0 C at 3 0 s 3 C 0 E U 0 In L C 0 N c 0 U 0 0 a E C 0 0 a) in0 E 0 Q_ w a a 3 U L 3 `o a2i U 0 1- Z) a - U U Q) 0 - in Q) : 0 c 0 -0 0 -o iu C n ai U 5 t I N 6 iu E c 0 0 CF ti t at C 0 2 Q_ CU) rn N 0 -0 C a V) a a 0 U C 0 0 3 iu L N o) 0 C a) 0 N -C H GEOTECHNICAL ENGINEERING SERVICES REPORT For the: PROPOSED OLIVE GARDEN RESTAURANT 99r" STREET AND MICHIGAN ROAD CARMEL, INDIANA Prepared for: Darden Restaurants, Inc. 1000 Darden Center Drive Orlando, Florida 32837 Prepared by: Professional Service Industries, Inc. 5362 West 78'" Street Indianapolis, IN 46268 Telephone (317) 876-7723 PSI PROJECT NUMBER 0016-556 April 16, 2012 ,,\\\"'x'O�o��'�l ��� ,Irl onrurtrora ���x������o���'�" T " "o Build Ore Engineering • Consulting • Testing William P. Pongracz, P.E. Vice President/Principal Consultant <'.f.. I., Christopher L. Carson, P.E. Project Engineer Darden Restaurants, Inc. April 16. 2012 Proposed Olive Garden - Carmel, Indiana Page 5 of 13 of the year, lime stabilization (or other form of chemical modification) may be necessary to expedite site grading and achieve the required level of soil compaction. Please note that the degree of soil drying or chemical modification required will depend to a large extent en the weather conditions. seasonal precipitation; construction schedule, and also the methods and techniques employed by the contractor. The most appropriate soil stabilization methodologies should be determined at the time of construction. Treatment of soft, excessively moist, and/or plastic soils will be time consum,and nd will increase the project trudget. Grading operations may involve handling these soils more than once in order to achieve proper placement and compaction. If unit prices for earthwork operations are established, they should be examined closely hefore the contract is executed. The construction n i budget should provide an allowance for stabilizing, re-compact; r.g, or undercutting arid replacing soft or IGOSe sub rade soils. If undercuttin is a pay item, then undercut volumes should be 9 g u t d not he used for I as countinc !rucks shoal determined by fled measurement. Methods such J determination of undercut volume. as they are less accurate - After stripping to remove wet or organic laden soils. as required, the construction areas should be in , t' t n "1 = 1 I - 1 I � 1 Zl -, .1 it vehicle r f r� I of O t I .s ar d a ax., ur I � - v u.lc a rinl .0 ,iv"el t. roc (rot ed with � vleumatle ured e with a uadec t 9 p p r t la r'-^-. v.I, I-.. oils f �n) k,rslm rrubbc Ind vehicle 5 ch , s � � �� "poem axle du. , .rue � weight e. 2. �tk,h its a loaded to tens f that are observed to rut, wave, or deflect excessively under the moving load, or are otherwise ,judged to unserrate should ether he processed ad re compacted a undercut replaced with properly compacted fill. The decision as to the most appropriate method of remedial action where problems are encountered should be made by the Geotechnlca! Engineer based on the site conditions at the time of construction. 3.3 Engineered Fill Fill material required at this site should not contain rocks greater than 3 Inches in diameter or r , greater than 30 percent retained on the '.a -thigh sieve, and it should not contain more than o _' percent (by we:.ght) of organic matter or other unsuitable motorial.TypicalEy the Plasticity Index i material should not t Limit ILL for the mates s the c d 20 and the Liquid d PI for e n -at ria! should not ex e } e q 4 7 d Cla ifica.lons'i as exceed 40 and should classify .r. accordance with ASTM D2 8 (Un fie. Soil , . ss GN, GP GM, GC. SW, SP. Sh9, or ML. and some SC and CL. unless otherwise allowed by fhe Geotechnical Engineer. Structural fill should possess a maximum dry derlslty of at least 95 pounds per cubic foot (pcf). Structu,a I i,Il s oI.�. kP cpm acter. o <t least _r '1Pr<a nt of standard P to (ASTM C h98r � maximum dry density, and the moisture content of structure; 'ill s.•h ot,l.,1 0(,'malrttairreo v�';thin :'s cerrent of lt1 - rnatellats u,filnlcim moisture content as deternulied by t;te e hoax. f the fill is e f- a i :d eros- the affec'ed fill area. If the h!; Is ton wet, it mus; too dry, v., ger should ba un:for^,ply app.Ie a. u c be dned_ In either event, the fill should be thoroughly mixed by disking to obta:-; relatively un form moisture curtlent throughout the lift iminedlately prior to coinpactior,- c - f Ir ' ^r 6 -inch lifts ,n .m t e Fill should be placed In maximum (efts of 8 inches of loose material ., 4 to - a excavations such as utility, trenches and within trenches should be compacted with nand -operated equipment. Each lift of fill should be tested by a PSI soils technician, working under the direction of our Project Geotechnical Engineer, prior to placement of subsequent lifts Compaction of the backfill should be checked with a sufficient number of density tests to determine if adequate compaction is being achieved by the contractor. The property compacted fill should extend horizontally outward beyond the exterior perimeter of the budding and foundations a distance Darden Festaurants, Inc. April 16, 2012 Proposed Olive Garden - Carmel, Indiana Page 10 of 13 3.10 Pavement Design and Construction Considerations 3.10.1 Flexible Pavement The following recommendations assume the existing pavement areas are removed completely and a new pavement section is constructed. In designing the proposed parking lots, the existing subgrade conditions must be considered together with the expected traffic" use and loading conditions. The conditions that will influence the pavement design can be summarized as follows: 1) Bearing values of the subgrade. This is typically represented by a California Bearing Ratio (CBR) for the design of flexible pavements in this region. 2) Vehicular traffic, in terms of the number and frequency of vehicles and their range of axle loads. 3) Probable increase In vehicular use over the life of the pavement. PSI's scope of services did not include sampling and California Bearing Ratio (CBR) testing of existing subgrade soils or potential sources of imported fill for the specific purpose of a detailed pavement analysis. Instead, this report outlines recommended procedures for pavement subgrade preparation. Based on past experience with the fined -grained soils encountered at this site, a CBR value of 3 can be achieved by preparing the pavement subgrade as outlined herein. PSI recommends that the exposed subgrade be prepared in accordance with the site preparation requirements specified previously in this report. Subsequent compaction of fill soil intended to support pavements should meet or exceed 95 percent of the maximum dry density as determined by ASTM D698 (standard Proctor). The fill moisture content at the time of compaction should be within 3 percent of the optimum moisture content value. Undercut soil should be replaced by properly compacted structural fill. For the purpose of this report, PSI has assumed daily traffic of 400 cars, with 2 tractor -trailers per week. The following pavement design values should be considered the minimum recommended thickness. Based on the assumed traffic information, an estimated CBR value of 3, a Terminal Serviceability Index of 2, and a growth rate of 0 percent, the recommended pavement thickness values are shown in Tables 4 and 5. These design thicknesses assume that a properly prepared subgrade has been achieved. Table 4: Flexible Pavement Sections (20 -Year Design Life) _ Flexible Pavement -------- `* Heavy Duty (inches) -� _ -Light Du (inches) _-*` Heavy Duty inches) Asphaltic Concrete Surface Course 1.5 1.5 LAsphaltic" Goncrete Binder Y 1.5 , ------------", - - - - - - - - . --- Crushed Aggregate Base tINDOT) 1111____11.._= (INDOT No. 53 crushed !;mestone) -- - -- -- ---- 6 a j ___ ._._�___-_. Compacted Subgrade (Mimimunl)_� 12 18 -_1 18 1 Pavement materials should conform to local and state guidelines, as applicable. * Parking stalls only ** Dumpster pads, Loading docks, and driveway transition aprons '..1 1b Build Oil Engineering • cunauftlnq • Tesbrg April 16, 2012 Mr. Jack DeGagne Site Development Manager Darden Restaurants, Inc. Design and Construction 1000 Darden Center Drive Orlando, Florida 32837 Subject: Geotechnical Engineering Services Report Proposed Olive Garden North Michigan Road Carmel: Indiana PSI Project No.: 0016-556 Dear Mr DeGagne Professional Service Industries, Inc. (PSI) has completed a subsurface exploration program at the above referenced site. The subsurface exploration was conducted to provide information needed for recommendations for site preparation and foundation de<";gn and construction for the referenced restaurant. The services herein were completed in general accordance with "Technical Consulting Services Agreement' dated May 18. 1999 between Darden Restaurants: Inc. and PSI, Inc. The following report presents the results of the study, as well as opinions and recommendations pertaining to the geotechnicai aspects of the project. 1.0 PROJECT INFORMATION 1.1 Site Location and Project Description The subject property is located on the west side of Michigan Road (US Hwy 421) approximately 500 feet northwest of the intersection of Michigan Road and 99°' Street. in Hamilton County, Carmel, Indiana. The subject property consists of approximately 1.33 acres. At the time of PSI's investigation the parcel was vacant with vegetative cover of low grasses and trees, asphalt pavement. and crushed aggregate base surficiaily present. The subject property is surrounded by commercially developed properties including offices. retail and shopping centers. Based on a schematic drawing prepared by GHA dated December 9. 2011, the proposed construction will consist of a 7,537 square foot. single -story restaurant with paved drivewaylparking areas including approximately 154 parking spaces, and additional space for a 4,000 square foot future retail building. In addition. concrete sidewalks and a dumpster pad are planned for construction. Furthermore. PSI understands that the restaurant will be supported on conventional shallow foundations with load bearing walls and possibly isolated interior columns. The planned floor type is a concrete slab -on -grade. PSI was not provided structural information regarding anticipated loading conditions: however. based on our previous experience with this type of structure for Darden Restaurants, this report is based on estimated building loads on the order of 2 kips per linear foot (klf) for the walls and up to 50 kips for isolated columns. .._..._ _._.... _.._. _ __ ___ _._.. ......---- ___...... I',, �a.,< ,.....,, r.,. , c.L:.. Nc., ..-.. .. :hon, 2_ e, ll -1, ill Darden Restaurants, Inc. April 16, 2012 Proposed Olive Garden - Carmel. Indiana Page 6 of 13 equal to the height of fill or 5 feet, vhichevPr s gre ater. p. Ior to significant sloping. In addition, the properly compacted f.l should extend horizontally outward beyond the exterior or perifeter of the pavements a distance equal to the height of fif or 3 feet, whichever is greater prier to significant sloping. 3.4 Shallow Foundations Design Based on the results of the geotechnical exploration, it is PSI s opinion that the proposed building can be supported on conventional shallow spread footings designed for a maximum allowable soil bearing pressure of up to 2.560 psf. This net allowable soil pressure can be increased by a factor of 1-3 for transient loads froirl veins and seismic events. The aforementionedped allowable so k a�19P pressure is valio for na,In9s which hpearin rhe rnedium to stiff silty clay glacial till soil. To reduce the settientent ruk PSI recommends that the foundations extend through any seft glacial till soil (which may exist �.r• isolated portions of the site) and all existing old fi!€ material to bear or, naturally deposited soil of at least a medium stiff to stiff , f: _ _nn consistency !based on field observations and dyr)aI.1I�.:._. e pr:netrornPt(,r testing). t h ! . �Y ail P r'r r ne th. .,r- r e d n, r. ern .ar'u�. elevation. he i I , ;i soil a . sour Pr a a . a t . bP e " a n. t " f nsc tabiP . g r. s i he xiPnded to st tate , 5, it 10l wed - )taco "nt � n Px�avab. ca e � to o• n e a d foundation F y compaction of low plaaf t, str-I�tur2. fill to re-estaD Is . the original design footir,y elevation. Fill placed below the foundations where unsuitable matera!s are removed must extend at least 1 foot outsice the sO n dation limits for every 1 foot in thickness nen.een the intended bearing surface and g t Jn rl In . suitable, natural sells. These. ,Y1dP.rCJt excavations fan also be backfilled wltn the ge . flowable fill or lean concrete having a min:muni compressive strength of 1.500 psi. -o This evaluation is based upon continuous ws..all and .ated column footings with a width of at least 18 inches and 24 inches, respectwe!y War and column footings should extend at least 18 inches c. nt exterior rade for bearing consideration - and to provide frost trer;eattt the lowest acla e g g s p o 0 �• u protection The size of the :nundahens, the Dearing ,assure and th_. embedment depth have a P direct impact on the anticipated settlement. t;the de vanes from !he above reommeriatien, PSI sholdd review the design to check for the potential for ex essive settlement. The foundation excavations should be observed and tested by a representative of PSI pr!nr to steel or concrete placement to assess that the foundation r ,iteria!s are capable e,I supponting the design loads and are consistent with the material disau,,sed ,I this report- F og lir• q excavat. ons nquid be r.o Pten Iron, _ - r ,..aw tiran-frand freezing. it veer is- ., ..,` aloweci to accunulatr, within a .oOi g exc:ava,u a s,t tfe be�ing sols. othe bearng so, s are allowed to i .,eze 'he d 3fic•, nt saS rials.:, move.0 _fcan the ext _ivat o,n prior to concrete placemen.,. 3.5 Settlement ', !i accordance with the estimates ,h� fcungatI s ,eSI.ec ong CerSIr ctd recommendations herein will experience pest-ccnstructi:,r, tota€ settlements generally less than f - inch with differential settlement along a 50 -foga long panlon of a continuous foolina, or similarly spaced column footings generally less than `%;-inch- Total and differential settlements of these magnitudes are usuai€y considered :offerable for the anticipated construction. However, the tolerance of the proposed structure to the predicted total and differential settlements should be confirmed by the structural engineer. Darden Restaurants, Inc. April 16, 2012 Proposed Olive Garden - Carmel, Indiana Page 11 of 13 Allowances for proper drainage and proper material selection of base materials are most important for performance of asphaltic pavements. Ruts and birdbaths in asphalt pavement will result in premature deterioration of the pavement due to saturation of the underlying base and subgrade. The recommended drainage elements (to be designed by the site civil consultant) include the use of geotextile fabrics (where applicable) and properly designed subsurface drains to collect and discharge surface and groundwater to the appropriate drainage structures. 3.10.2 Rigid Pavement The use of concrete for paving has become more prevalent in recent years due to the long-term maintenance cost benefits of concrete compared to asphaltic pavements. Where concrete pavements are designed as beams on an elastic foundation. the subgrade should be assumed to have a modulus of subgrade reaction, k, of 100 pounds per cubic inch (pci). If concrete pavement is to be utilized, the concrete should be properly jointed, should have a 28 -day flexural strength of no less than 650 psi (4.000 psi compressive strength), and the concrete mix most be air -entrained. Expansion joints should be sealed with a polyurethane sealant so that moisture infiltration into the subgrade soils and resultant concrete deterioration at the joints is reduced. Concrete pavement is also recommended in areas that receive continuous repetitive traffic such as clumpster pads loading areas and entrance driveway transition on a roes. Due to heavy wheat loads and impact loads, these areas should have a minimum thickness of 8 -inches: with an underlying 6 -inch thick crushed aggregate base course. Concrete pavement at least 8 inches thick is recommended for the trash dumpster pad and entrance!exit aprons due to the high wheel and impact loads that this area receives. Concrete pavement is recommended in areas, which receive continuous repetitive traffic such as drive- through or loading lanes and parking. For parking stalls that allow free movement through them (i.e. no parking block or curbs). PSI recommends installing the recommended heavy-duty asphalt section. Table 5: Rigid Pavement Sections Rigid Pavement `* Heavy Duty (inches) Light Duty (inches) (Dumpster Pad & Entrance / Exit Aprons) Portland Cement Concrete C, Y Crushed Aggregate Base c. 6 (INDOT No. 53 crushed !;mestone) -- - -- -- ---- --- ------'-- - .-...... .. Compacted Subgrade W rimurr i 12 18 Parking stairs only " Dumpster pads, !ci ing docks and driveway transition aprons Darden Restaurants, Inc. April 16, 2012 Proposed Olive Garden - Carmel, Indiana Page 2 of 13 Site grading plans were not provided to us at the time this report was prepared. PSI has based this report on cut/fill excavations that will not exceed 2 feet below'above prevailing grades. The information presented in this section was used in the evaluation. Loads and corresponding foundation sizes have a direct effect on the recommendations, including the type of foundation, the allowable bearing pressure, and the estimated settlement. In addition, sub -grade elevations and cuUfill depths also have a direct effect on the provided recommendations. If any of the noted information is incorrect or has changed, please inform PSI so that we may amend the recommendations presented in this report, if appropriate. If PSI is not retained to perform this function. PSI cannot be responsible for the impact of the changes on the performance of the project. PSI modified the Site Layout Plan. prepared by GHA, dated December 9, 2011, by adding the boring locations on the attached Boring Location Plan. Additionally, the configuration of the proposed building and surrounding parking areas is shown on the attached Boring Location Plan, 1.2 Scope of Geotechnical Services 1 l Ir 2 1 FedEx Exploration n p To obtain information regarding the subsurface conditions, PSI advanced four Standard Penetration Test (SPT) sod test borings to depths of approximately 15 feet within the proposed building footprint and four STP soil borings to depths of about 15 feet within the proposed parking r II areas. The borings were advanced with a CME 5o drill rig, using continuous -flight, ho 0w -stem augers. At the test boring locations, SPT's were performed in general accordance with ASTM D1586 at standard intervals to the termination depths During standard penetration testing, soil samples were obtained at each test interval. The standard penetration test data was used to estimate the in-situ soil strength and compressibility. Following completion of the field services, the recovered soil samples were transported to our office for classification and laboratory analysis. The results of the subsurface exploration. classifications, and laboratory test results are presented herein. together with geotechnical recommendations for site preparation and building support. 1 2.2 i-aboratory Testing The samples obtained during the drilling operation were placed in sealed and labeled containers and transported to our Indianapolis laboratory. Laboratory testing was performed in general accordance with ASTM procedures. Unless otherwise informed, the soil samples will be discarded 90 days from the issuance of the report. 1.3 Site Description At the time of PSI's reconnaissance, the site was vacant with varying materials present at the ground surface consisting of vegetative cover of low grasses and trees. asphalt pavement; and crushed aggregate base. The site is bound to the south. west and north by commercially developed properties, and to the east by Michigan Road (US Highway 421). Site topographic information was not provided to us: however, based on visual inspection, the existing site grades appear relatively level. Darden Restaurants, Inc. April 16, 2012 Proposed Olive Garden - Carmel, Indiana Page 7 of 13 3.6 Floor Slabs The proposed slab -on -grade may be supported on newly compacted structural fill or over native subgrade after the upper soils have been prepared and proofrolled as recommended in this report. Soft or othenaise unsuitable areas observed should be addressed on a case-by-case basis Geotechnical Engineer. by our GeUt g Where concrete slabs are designed as beams on an elastic foundation. the subgrade should be assumed to have a modulus rf subgrade reaction of 100 pounds per cubic inch (pct) based on a one -Foot square plate load test. In order to provide uniformrm support beneath any proposedPused floor slab -on -grade. PSI recommends that floor slabs be underlain by a drainage course (a minirnurn of 4 inches of clean gravel or r ed stone). The drainage course-.' is intended to provide a capillary break to limit migration of c ash ) g 1 ry moisture through the stab. To reduce moisture vapor transmission. PSE recomnlencls a vapor design Membrane specification be provided by retarding membrane be included in the manufacturer Vapor retarders should be installed in accordance with ACi 302.1, Chapter 3. The precautions listed below should h,oIowed closely for construction of aN .sia hs -on- rade. These details vAl not reduce the amount of niove,mont. but are Intended to reduce potential damage should some settlement of the supporting subgrade take place. • Cracking of slabs -on -grade is noir al and should be expected. Cracking can occur not only because of heaving or compression of the Bunparting soil, but also because of concrete curing stresses. The occurrence of concrete shrinkage: cracks, and problems associated with concrete curing n?ay he reduced and/or controlled by limiting the watedcement ratio of the concrete, proper concrete placement, finishing, and curing, and by the placement of crack control joints at frequent intervals, particularly, where re-entrant slab corners occur. The American Concrete Institute (ACI) recommes a maximurn panel ste (in feet) equal to approximately nately tfr e t. r1^s the thickness of the s ab ,in Ire es ), in both directions, . For example, jtints are recommended at a maximum spacinga; inq of 12 feet. assum nr a four -thigh thick slab. PSi recommends also that control ;Dints be scc)red three feat in from. and parallel to, th- foundation walls. Using fiber reinforcernent in the concrete can also control shrinkage cracking. . Some increase in moisture content is inevitable because of development and associated landscaping Nowever extrEr.nF moisture camen, increases Gin DPlargelyLU controlled by , can rproper and ,esaonsi c t `e drainage, building ding maintenance 1 irirrigationn practices. 'inti • if " n ,, � rail. .: bin I �s' trP conditioned her' dl _. rn s. Ic � 8aGh6„ . areas sUnne;ting slabs sin,xu d be mo, -u .o, ria o f and coz)pacted. Backfill in all interior and exterior water and sewer tine trenches should be carefully compacted. . Exterior slabs should be isolated from the building. These slabs should be reinforced to :I , n function as independent units- Movement of these gabs should not be transmitted 'ch._ , t building foundation or superstructure. Darden Restaurants, Inc. April 16, 2012 Proposed Olive Garden - Carmel, Indiana Page 12 of 13 4.0 CONSTRUCTION CONSIDERATIONS PSI should be retained to provide observation and testing of construction activities involved in the foundation, earthwork, and related activities of this project. PSI cannot accept responsibility for conditions that deviate from those described in this report, nor for the performance of the foundation system if not engaged to also provide construction observation and testing for this project. 4.1 Moisture Sensitive Soils/Weather Related Concerns The upper fine-grained soils encountered at this site will be sensitive to disturbances caused by construction traffic and to changes in moisture content. During wet weather periods, increases in the moisture content of the soil can cause significant reduction in the soil strength and support capabilities. In addition. soils that become wet may be slow to dry and thus significantly retard the progress of grading and compaction activities. It will, therefore, be advantageous to perform earthwork and foundation construction activities during dry weather. 4.2 Drainage and Groundwater Considerations PSI recommends that the Contractor determine the actual groundwater levels at the site at the time of the construction activities to assess the impact groundwater may have on construction. Water should not be allowed to collect in the foundation excavations, on floor slab areas, or on prepared subgrades of the construction area either during or after construction. Undercut or excavated areas should be sloped toward one corner to facilitate removal of collected rainwater: groundwater, or surface runoff. Positive site drainage should be provided to reduce infiltration of surface water around the perimeter of the structure and beneath the floor slabs. The grades should be sloped away from the building and surface drainage should be collected and discharged such that water is not permitted to infiltrate the backfill and floor slab areas of the building. Free groundwater was observed in three of PSI's eight test borings performed at this site. Free ground water was encountered at depths ranging between 3.5 and 14 feet during and at the completion of the drilling activities in Test Borings B-1, B-2, and B-3. Although free ground water was not encountered at every boring locale, free ground water can be present at this site (and within the depths explored for this study) during various other times of the year (depending upon climatic and rainfall conditions). Water should he removed from excavations and trenches by pumping from sumps within the excavation areas. If excessive water seepage occurs or if the rate of seepage cannot be controlled with normal pumping techniques, the Geotechnical Engineer should be consulted. 5.0 REPORT LIMITATIONS The proposed professional services have been performed, findings obtained, and recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices at the time of this report. This company is not responsible for the conclusions, opinions; or recommendations matte by others based on this data. No other warranties are implied or expressed. Darden Restaurant, Inc., its subsidiaries and affiliates can rely upon the report under the same terms as if it was originally prepared for them. Darden Restaurants, Inc. April 16, 2012 Proposed Olive Garden - Carmel, Indiana Page 3 of 13 1.4 Site Geology The project site is located within Hamilton County, Clay Township, City of Carmel. Indiana. Based on the on-line geologic map provided by the Indiana Geological Survey (available at In c ,3 :-. „ 5_ur_ __n) the subject parcel lies within the Tipton Till Plain in the Central TO Plain Physiographic Region, The overburden soils in the project area consist primarily of silt and clay loam glacial till deposits from the Huron -Erie Lobe of the Wisconsinan Glacier. The thickness of the unconsolidated deposits in the project area is reported to be between 150 and 200 feet. The site is mapped as underlain by bedrock of the Devonian-Mississipian system including black and greenish -gray shale of the New Albany Shale formation. 2.0 SUBSURFACE CONDITIONS 2.1 Soil Boring Results The soil types encountered at the specific boring locations are presented on the attached Profile and Boring Logs. The stratification presented is based on a visual examination of the recovered soil samples and the interpretation of field logs by a geotechnical professional. Include m the Logs are the standard penetration resistances (SPT N -values) recorded in the individual borings at standard testing intervals to the boring termination d n, hs The following subsurface description is of a generalized nature and intended to highlight the major subsurface stratification features and material characteristics. The Boring Logs presented in the Appendix should be reviewed for specific information at the individual boring locations. The Logs include soil descriptions, stratifications, penetration resistances, loca' ons of the samples. and laboratory test data. The attached "Soil Classification Chart" illustrates the USCS classification symbols depicted on the Profile and Boring Logs included in the Appendix, The stratifications shown on the Profile and Logs represent the subsurface conditions only at the m actual boring locations. Variations ay occur and should be expected between boring locations. The stratifications represent the approximate boundary between subsurface materials and the actual transition may be gradual. Lines of demarcation represent the approximate boundary between subsurface materials, and the transition may be gradual. It should be noted that, although the test borings are drilled and sampled by experienced drillers, it is sometimes difficult to record changes in stratification within narrow limits, especially at great depths. In the absence of foreign substances, it is also difficult to distinguish between discolored soils and clean soil fill. 2.1.1 Surface At the time of PSI's site exploration: the surface cover consisted of vegetation made up of low grasses and trees, aggregate base, and asphalt pavement. Approximately 6 inches of topsoil was surficiaily present in Test Barings B-1, and B4 through B-8. Asphalt pavement underlain by aggregate base was surficially present at Test Borings B-2 and B-3. The total pavement section thickness varied from approximately 8.5 to 11 inches. 2.1.2 Subsurface Conditions Based on results of visual classification. the site is underlain by silty clay glacial till soil to the maximum depth explored during this study (i.e., about 15 feet below existing grades). The native soil encountered is classified as silty clay (CL) in accordance with the Unified Soil Classification System (USCS), The standard penetration N -values (i.e, 'blow counts') within the cohesive soils generally indicate a medium to very stiff consistency. Darden Restaurants, Inc. April 16, 2012 Proposed Olive Garden - Carmel, Indiana Page 8 of 13 3.7 Drainage Considerations Water should not be allowed to co I -r Ilea in the foundation excavation. on the. floor slab areas, or prepared subgrade of the construction area either during or after construction. The subgrade beneath structures should be sloped to a low point to facilitate removal of any collected rainwater. groundwater, or surface runoff. Positive site drainage (i.e. sloping grade) should be provided to reduce inhitmtion of surface water around the perimeter of the building, beneath the floor slab area of the building, and beneath the site pavements. 3.8 Earthquake and Seismic Design Considerations The 2009 International Building Code requires a site class for the calculation of earthquake design forces. This class is a function of soil type (i.e., depth of soil and strata types). Based on the depth "D" is " tions Site Class the t)Ofln taco shear �" strength of the soil at , t the estimated ..hear st to rock and 9 9 recommended. The USGS-NEHRP probabilistic ground motion values near Latitude 39.93?t7and Longitude 86.234 are as fellows: 2% Probability Max. Spectral De si n Spectral Period of Even g Acceleration on Event in 50 Site c Coefficients ents Accelerationtion parameters iometers(seconds) parameters ( g) m PGA 7.4 --- _ i --- 0 2 S 18,6 1 F- = 1,6 S: ,. = 0.298 SI ,-. 0 193 1 T„= 0.13' 1.0 (S",)8.1 F.: = 2.4 S,�, = 0.194 I Sc,' = 0.130 1 T„= 0.653 The Site Coefficients, F. and F; were interpolated from IBC 2009 Tables 1613.5.3( d 1) an 1613.5.3(2) as a function of the site classifications and the mapped spectral response acceleration at the short IS,) and '1 second (S,) periods. According to Section 1802.2.6 and 1802.2.7 of IBC 2009. sites supporting structures in design category "C and below must be n evaluated for slope instabilities, liuuefaction and surface rupture due to faulting or lateral spreading. A detal,ed study of these: effectswas beyond PSI's scope of services. However, the following Table presents a qualitative assessment of these issues considering the the groundwater Plevalion and robabilist,c: round site Glass. the subsurface soil properties, e g p g rnotlons: r ” _ �� ._.... ......I. .......i The soil within the upper 50 feet of the subsurface profile Is Lie uefaction Low a relatively dense adcohesivenr SC it r, I, r ativet flat and dues r.c: �'adl not incorporate The site _ el y P Slope Stability Low significant cut or fill slopes Surface _ fault Loy:' The site is not underlain by a mapped Holocene—aged aclt R1.upture I ,.. ,sr ,. cit , rt r. "CoPe or wurx A,Ic.pu ar�,)„r a,,. y�:,. r-,,ay.ydn �l.,t..0-J Ju,rq; ., sr �. _�,,. / �..., �fy � - r A more detailed evaluation of these issues can h performed for an additional fee. Darden Restaurants, Inc. April 16, 2012 Proposed Olive Garden - Carmel, Indiana Page 13 of 13 The scope of exploration was intended to evaluate soil conditions within the influence of the proposed foundations. The analyses and recommendations submitted in this report are based upon the data obtained from the soft borings performed at the locations indicated. If any subsoil variations become evident during the course of this project, a re-evaluation of the recommendations contained in this report will be necessary after PSI has had an opportunity to observe the characteristics of the conditions encountered. The applicability of the report should also be reviewed in the event significant changes occur in the design, nature; or location of the proposed structure. The scope of our services did not include an environmental assessment for the presence or absence of hazardous or toxic materials in the soil and groundwater. Any statements in this report regarding odors, staining of soils, or other unusual conditions observed are strictly for the information of our client. An environmental site assessment was performed by PSI and issued under a separate cover. Thank you for the opportunity to be of service on this project. Should you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Sincerely, INDUSTRIES, PROFESSIONAL SERVICE IN D , INC. r:, Christopher L. Carson. P.E. Project Engineer cc: Mr- Dan Fulford, PSI, Inc. Attachments: Boring Location Diagram Boring Logs Soil Classification Chart William P. Pongracz, P.E. Vice President/Principal Consultant Darden Restaurants, Inc. April 16, 2012 Proposed Olive Garden - Carmel, Indiana Page 4 of 13 2.1.3 Groundwater Conditions Free groundwater was encountered in three of PSI's eight test borings. Free ground water was observed at depths ranging between 3.5 and 14 feet during and at the completion of the drilling activities in Borings 3-1, B-2, and B-3. Although free ground water was not encountered in every test location, free ground water can be present throughout the site (and within the depths explored for this study) during various other times of the year (depending upon climatic and rainfall conditions). Please note that the free groundwater levels in the boreholes are often not representative of the actual groundwater level because the boreholes remain open for a relatively short time. To obtain longer-term measurements, it is necessary to install groundwater level observation wells or piezometers. The groundwater level at the site will fluctuate significantly based on variations in rainfall, snowmeft, evaporation, surface run off and other related hyarogeoiogir factors. The water level measurements presented in this report are the levels that were measured at the time of PSI's field artivities. 2.2 Laboratory Test Results Based on the very consistent composition of the native soils and PSI's experience with the soils in the area of this site. no laboratory rytestin9w as performed an the split -spoon samplesles obtained t e v' soil r"lassifrca .on-. The sod during drilling with the exception of moisture content and visual samples will be discarded after 90 days from the issuance of the report unless directed by the client to retain them for future testing. 3.0 CONCLUSIONS AND RECOMMENDATIONS 3.1 General The following geotechnical design recommendations have been developed on the basis of the previously described project characteristics and subsurface conditions encountered. if there are any changes in these project criteria, including building location on the site, a review should be made by PSI to determine if modifications to the recommendations are warranted. Once final design plans and specifications are available, � general review by PSI is recommended as a means to verify that the evaluations made in preparation of this report are correct and that earthwork and foundation recommendations are properly interpreted and implemented. Based on the results of the fieldwork, laboratory evaluation and engineering analyses, the site can be adapted for the proposed structure and associated improvements. 3.2 Site Preparation Initially. any vegetation, organic laden sail. and other unsuitable materials must he removed from the proposed building and pavement areas. Since this site predominantly consists of fine-grained cohesive soils, it may become difficult to achieve the required soil compaction and subgrade stability due to high soil moisture contents. Aeration and drying of some of the wetter on-site insitu soils will be required during site grading and compacting operations. Reducing the moisture content of the fine-grained cohesive soils (t.e., the upper silty clay encountered in each of PSI's test boringsl may be necessary to achieve proper compaction and establish stable subgrade conditions for support of foundations, floor slabs, arid pavements. If grading and compaction operations take place during a wet or cold season Darden Restaurants. Inc. April 16, 2012 Proposed Olive Garden - Carmel, Indiana Page 9 of 13 3.9 Excavation Considerations Excavation for utility trenches shall be performed in accordance with OSHA regulationsMations as stater in 29 CFR Part 1926. It should be noted that utility trench excavations have the potential to degrade the properties of the adjacent fill materials. Utility trench walls that are allowed to move laterally can lead to reduced bearing capacity and increased settlement of adjacent structural elements and overlying slabs. Backfill for utility trenches is as important as the original subgrade preparation or structural fill placed to support either a foundation or slab. Therefore. i` is imperative that the backfill for utility trenches be placed to meet the project specifications for the structural fill of this project. In areas that are not accessible to construction personnel and standard compaction equipment. PSI recommends that flowable fill or lean mix concrete be utilized for utility trench backfitl. If on-site soliare placed ,as trench ba ckfll. the backfill for the utrl.tYt trenches should be placed in 4 to 6 inch loose lifts and compacted to a minimum of 95°r5 of the maximum dry density achieved by the r Ir within h111 2"' Of I standard Proctor test The backfill soil should be moisture conditioned to be ✓t Optimum rnolsture content as determined by the standard Proctor test. Up to four (4) inches of ace conduits Ice in the utility trench can be bedding material placed .ed direct.y under the pipes or co u s placed , d y compacted to the 904", compaction criteria with-cispect .o the standard Proctor. Compaction testing should Le performed wenv 200 ::able yards of ba K r1,,1 TM ace or -- Cr,•i,{ t' , f.11 of utility trenches should not be within 2ii0 linear feet of trench, whichever is less. Back y performed with water standing in the trench. If granular material Is used for the backfil of the utility trench, the granular r-naterial should have a gradation that will filter protect the backfill material from the adjacent soils. If this gradation is not available. a geosynthetic non woven filter fabric should be used to reduce the potertial for the migration of fines into the backfill initerial. Granular backfill material shall be compacted to meet the above compaction criteria. In Federal Register Volume 54. No 209 (October, 1989), the United States Department of Labor, Occupational Safety and Health Administration (OSHA) amended its "Construction Standards for Excavations. 29 CFR, Part 1926. Subpart P.•' This docurtent was issued to insure better the b , this federal regulation that safety of workers en.cnrx; trenches or excavations. .t s mandated ,.} tt�Is fe.e.a all excavations, whether they be utility trenches, basement excavations, or footing excavations, be Y F ,� ! t guidelines. .t 1 our understanding that these construction in accarda,.ce with the reviewed OSHA guide .s s g regulations aree being strictly enforced and if they are not closely followied., the owner and the contractor could be. liable for substantial penalties. The contractor is solely responsible for designing and constrt .ting stable., ten:porary excavations .. t,and Shouldold shore slope, Crbench.the Of .nne ex avn:,u .,s required to ', •a,Ie . , actor's st� nslb!epP person, asaP n Pd in 1a F.RbDth the excavation std 8rd hot m. ThP crr. Part 1926 should evaluale the soil exr;osed in the excavations as part of the c. ontractor's sale 's �procedures Ino ease hou.f slope height. ht. ,io e inclination, or excavaton depth, InGuurn uf,tJ trench excavation cepth_ exceed those specified in local. state, and federal safct;r regulations PSI is providing this infom,ation soleiy as a service to our Tient PSI is not assuming responsibility for construction site safety or tine contractor's activities such responsibility :s not being implied and shor!kd not be Inferred. II fbrrmation I . .Tc) Build Ort Enpwteerin0 • Consulting • Yes" APPENDIX :ti 'k ns. 1,'.elh.. s' .; L:- :,,_ i 5,, '.4.r. R-;' Wi,if .:iaa. Ch ;7,. \, <.•'. P�,,n, ,U'.. : ry , ,, ,1:,...' c: ,. C2 MM F1 KimleY -Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 THIS SHEET PROVIDED FOR REFERENCE ONLY. Z NQN 01!f • t< • r— U) ILL! T_ Z Q J 46 L. I i Issue Date: 5/21/12 REVISION INFORMATION 2 08-17-2012 PLAN REVIEW COMMENTS Restaurant #: 10GO074 N OLIVE GARDEN 10206 N MICHIGAN ROAD - WD LEEEE CARMEL, IN DRAWING GEOTECHNICAL REPORT (SHEET 1 OF 2) C8.1 Q) N a) Q) V) Q) T -0 E 0 Ln R 0 N N D Q N C6 U cr N O I N fb U r - n 0 Q U 1-11C or .F 4) Q N 1-11Z E L 0 U ZI a) 2 0 Q N 0 n 00 W 0 J CD Z 0 Y 6 0 C 0 C .� 0 L n 6 C: U N C, O 0 U3 Q -a C 0 C O = T N E Y O E O O 3 Q) v -C U N v U O V) a 0 0 _ T N E `1 T O O a O no O "O 0 c 0 0 N O L O C N 3 O _C 3 c U U O "O T ate-• C O U 0 a) I N a O CL E no 0 6 N (r) 3 Q) II () O CL N a W 3 U 3 O c a� U no 0 inO a 3 a U U N a 0 L O 1 C O N -0 C c ry U L lir O .-, 3 .- C 0 c al i- 0 -C U N U) N a m C rn 0 C: 0 (n a N U C 0 U 3 0 0) 0 C 0 U O -a L I- Genera I !Voles Consistency Professional Service Industrjes, Inc. DRILLING & SAMPLING SYMBOLS SS Split Spoon - 1 3,8" LD., 2" O.D. except AS Auger Sample where noted Indian'lpons, IN 4s26a LOG OF BORING B-05 �Ar5362 West 78th 4626 OPEPSI Hand Auger Boring ST Shelby Tube - 3" O.D., except where noted Telephone: (317) 876 7723 Bag Sample PA Power Auger Fa-,: (317) 876-8155 Sheet 1 of 1 Rock Core with Diamond Bit, NX size, except PS Piston Sample - 3' diameter Job No, 0t;185Bg - UlIkori Method. 3 ir4" 1_ D Hol lo,v Sieh "'I'm! WATER LEVELS where noted WB Wash Boring rlfrio- Sam I' e Mrithod'. SS - - - - u:veC P � white ,lour: Roller Bit WS Wash Sample L:.`r,atlor. , c ,:..itl:t 12uad Hall ler type. Automatlr:. � DF[;)Co •foie;'on VNLIA Not applicable or available Standard Penetration Test "W Value - Blows per foot after _ :_a il,rl.IN B q ,liar,,,' on a 2" O.D split spoon, except where noted. ' Delay .A ..... 1111.-1111... . ._ . - Particle Sizes ......... ...... 1111.-.. 1111. 1111.. - .. ---.. 1111. 111 1. 1-111. ... .. 1111.-. - to - ', t• ti rri N Boulder Greater than 6' (>1524mm) _ >, \ - ""I"ll _ I � -,d _ 1 - - aor„ Cobbles W to 6" (76.2mm to 152 4mm) r : A:.iii:nor:�l - A S' TI .R _. _ - MATERIAL D:-.. DRIP n • I' _ : - 'ie",anis c v is, '&, s ee. Offset NIA TES` UA'A r Gravel Coarse 114" to 3" 1. A i -t, - (19.05mm to 76.2mm) None No measurable water level found Gravel Fine (#4) 3/16' to 314" ... _ ie .: A... ...,.... x ,N `. s (4.75mm to 19.05mm) 4 1_ Sand Coarse (#10) to (#d) N-, ,, I:. 1 (2.00mm to 4.75mm) ( Sand Medium (#40) to (#10) 1 :i 1 4 4<-, r: . (0.425mm to 2.00mm) especially in impervious soils. The levels shown may Sand Fine (#200) to (#40) S! i' . k ,l -,. vr: `lectin ,+ . ,.,. s .ilm (0.074mm to 0.425mm) : tic : �i Sjlt Minus #200 Minus (#2 0 : \ .. ... _ 111.1 _. _ _ - .! l t 'rr:c 0.074mmy : _ C 1 T r ,. . : - I_.YC Y comes l• +iy__ CL %I C .: ' Clay Less than 0.005mm (<0.005mm) „ 31-f - ,ray ;"-- 2C 1111. --. . " 1, ..:.-1111. ., : ...... ti 'I•_"t 7 i I . \ it .SI'1'OFcl\V FHr IN, Ft -h. ii -FF' - 1 8 III 9-10 3 i7 : s ir„ 3.. 3 3 (.rrl Ie C1'e,. 't 1. 1 pl - '1" !' i xS: Lal 4, T, r. ri>` I r• m -86.2a41'33` :. 1ug3r C, tt••u Hire Aug D,11, f2 c (,A:E 55 Truck N4ountraJ t.r )ate f3[.r,ni Com le.,.i. L J P 31&'I - Splr-Soper, � C ilii. Sampler Remarks. Loggr;rJ ay: "lisp 1 aumler , 3 F 1 � Drflin Contractor: I •iX•ls er Drill- : I i Rrr:k Curti -, Cole The stratifi,atior: lines,epresent approximate a,. ,l iii req.. The, a aror msy be gradual. Genera I !Voles Consistency 1l G�f hilbrMarm �iro� 7�,R.ildOn •.-...-.-. DRILLING & SAMPLING SYMBOLS SS Split Spoon - 1 3,8" LD., 2" O.D. except AS Auger Sample where noted HA Hand Auger Boring ST Shelby Tube - 3" O.D., except where noted BS Bag Sample PA Power Auger RC Rock Core with Diamond Bit, NX size, except PS Piston Sample - 3' diameter PSI Job No }015556 D^Iling h*srr,et " D. Holm Sten Auger WATER LEVELS where noted WB Wash Boring RB Roller Bit WS Wash Sample NIA Not applicable or available Standard Penetration Test "W Value - Blows per foot after an initial 6" seating of a 140 pound hammer failing 30" on a 2" O.D split spoon, except where noted. Water Levet Measurement Notations & Symbols . ._ . - Particle Sizes While Drilling When noted during drilling or Boulder Greater than 6' (>1524mm) sampling process Upon Completion After all drilling tools are removed Cobbles W to 6" (76.2mm to 152 4mm) from borehole v is, '&, s ee. Offset NIA TES` UA'A Delay Number of hours after completion Gravel Coarse 114" to 3" N/R Not Recorded - (19.05mm to 76.2mm) None No measurable water level found Gravel Fine (#4) 3/16' to 314" in borehole A... ...,.... x ,N `. s (4.75mm to 19.05mm) Water levels indicated on the boring togs are the Sand Coarse (#10) to (#d) levels measured in the boring at the time indicated. (2.00mm to 4.75mm) The accurate determination of ground water levels Sand Medium (#40) to (#10) may not be possible with short term observations, . (0.425mm to 2.00mm) especially in impervious soils. The levels shown may Sand Fine (#200) to (#40) fluctuate throughout the year with variations in s .ilm (0.074mm to 0.425mm) precipitation, evaporation, runoff, and other Sjlt Minus #200 Minus (#2 0 hydrageoiogic factors. 'rr:c 0.074mmy > 18 6., 1 Jaril Clay Less than 0.005mm (<0.005mm) CLASSIFICATION --. . " Cohesive Soil - Unconfined Compressive Strength Consistency g„'tf ons/sg. ft.) Very Soft - Less than 0.25 Soft - 0.25 to 0.49 Medium - 0.50 to 0.99 Stiff - 1.00 to 1.99 Very Stiff - 2,00 to 3 99 Hard - z 4.00 Cohesionless Soil Conslsteric Relative Density "N" Value (Blowsift) Very Loose - 0-4 Loose - 5-9 Medium - 10-29 Dense - 30-49 Very Dense - 50-79 Extremely Dense - ? 80 Cohesive Sail - Per ASTM 0 2488 Conslsteric Criteria Very Soft - Thumb will penetrate soil more than 1 inch Solt - Thumb will penetrate soli about 1 inch Firm - Thumb will indent sad about '/, inch Hard - Thumb will not indent soil but readily indented with thumbnail Very Hard - Thumbnail will not indent soil Soil Constituents Trace Less than 10! Trace to Some 10"/ to 1990 Some 20/: to 34% And 35% - 50 R ;1113:"1U?n06 Soil Description Terminology If ciay Content is sufficient so that clay appears to dominate sou properties then clay becomes the pnmii noun with the other major soil constituent as modifiers i.e.. silty clay. Other minor soil constituents may be added acoordin,g to estimates of soil constituents present, e g., silty clay - trace to some sand. a Professional Service Industries. Iric. ffl%P 5352 West 78th Street Indianapolis. IN 46268 LOG OF BORING B-06 Telephone (317)876-7723 EaxI : 187 -_8155 Sheet 1 of ': 1111 1111_ 1111_.. -1_. _....__. ____.. ...____.__. PSI ,;= N,. Jots ;5 •Norio .-: ,;l DHol owSternA:;ger WATER LEVELS P,grd. L-A -P- sn Sac pP .-.,»i 55 .. ....... No . ' .. •�.� ie Drilling ..-. None ..a6cn: Mlcnren Roao hi ^ i r*' 7 - coati•. Ic ` Carmel. IN N_rlgL 3', Lrpoi ;cmr,letlor: fi enc: if Delay ^diA 1111.... _ 1111... 1111.. 1111. 1111-. 1111 _ _.__..... N:A r. 11 -' 0q,," v:A if r:1A \ I H z 1 75 z _ a ur ; _ C. a. t,,tAT RIAs. DES: RIPTI N A..,.oi, •v Y : i i;r`, E 21 Na. . : lelon D Ih: 1r 0 . .,: ,t Professional Service Industries, Inc. 'S'i2 Late Boring Conir>ff".-I a 5362 West 78th Street togged By. .;,, , S -4e !'� LOG OF BORING B-01 t. : iI c'.y t 1111. A/,7/ Telephone: (1 �s866 7723 n,', 0Rl Sheet 1 of 1 ..111..1 ...._... _E.ax_.(31.Z)..876-8.150 1111 . _. _ . 1111.1111 ......... ............ f; ,�l 1 PSI Job No }015556 D^Iling h*srr,et " D. Holm Sten Auger WATER LEVELS r $7b-_8 .55.. _.... Sheet 1 .. 1 1111.. ....`.al ProieaCl vie Garden oar,iof,y r,'ti- S� -, _ 1111 .. _. ;'VhIIe Drilling i05 fee* " n-`r- cr, � PSI JgNI No.: .,u •6556 L,xalion Mic•rganRoad ial-, _e A:-:cr,atic t)f`".:til Canpletio) 3.5 fox;: Ca>meI. IN Bc„g: ncxcn' : samplrnq Method:. SS Vy'h;le Dnlling None If Delay N'A . ._ . - :Hammer -type: Au[omaLc T Upa Crij;plefiai Nrne . 1111. 1111__ - "-' _"-- 1111 - - _ _Siatw_ NrA. 1111... 1111-_ .; S:INNDARn .!visit NArrN ::--- ) CanneJ.IN Offset. NrA _ S DA!'A o - - V.r-.Aa'„si .. --- i >' c Z - N - k Mastn.r J P MATERIAL DESCRIPTIO Additional L: It s > v is, '&, s ee. Offset NIA TES` UA'A o -' '- �' .: ,• .' __...... - -;___- - Remarks m s E - y - DRAWING GEOTECHNICAL REPORT (SHEET 2 OF 2) c ?.. : ¢. > 1111.. ,... .; Ei '', O U .ml m u _ - C8.2 3. A alt e Cid - J - (, &, 'OPSOIL 1111 - 1111_-__------1.1_1_1 _- A... ...,.... x ,N `. s n MATERIAL DES CRIPTION LL Adc..o < a : - a rg : E E i i I c E. I, 18 2- 3-4 1 > Y M=! :J ,- tM3,3H isi T . - .. c, d• :.: i o : I N -I' s .ilm 5 - - - - - - - - - - -- - - - - - - - - I I. 'rr:c <, ' > 18 6., 1 Jaril <::, ' . / ".. I I, cCe ori.:•. _ - 1! SLA J -it FF -. --. . " ..`et, _.^ -riff I ..f .,.yv... I . \ : .1 th' S 4-F, 1I ,:_ 1 8 III 9-10 3 III - -„i : :r '.r. sane �aeI T W r 73 S L .. ..- 5-r> 11 A t,M - is tJ=I1 . ' , � . BoIg av"K.'• ,: 'i",,, ax , 2,`l.�',d I 3 F 1 � : LEST BO'rTNJ cKfa.•Sr+FED Ai 17 =E_` ' ... . 11:11 11,11_. 1111. 1111 y.,:. T.. :� 1111._ -1111__ 11 7,:. ... 1111... __.. Co, ,pl,tNi D,,oth 9 _ ft .- . 1.41 .r --� L it u d 7 , S .e .;e;>e t:^ .,., ' .,. _. : , or ici.Ide. -n ..>4<si' Gaza Bering StadF•[i: .. ch '<. -•s i,f to ve.t stiff pro•,ar '� , � C- ;tor. ,-.,co n. �, .� rJa;2, ring r' .m e:ad' 3.28:1 i �..: A. , , ,.lir Drell Pig: CME-5 .: )'uck fdm'n:ed Boring fA .... .. 1111 1.1. i , .:' S;,Y-S�r,[rr Jt ;an•,Gler Remarks. Br a=:n Srr Ili• Tire stmt ficatim Ill% rel n, approxinrate boundariew. Tie trars:tion may be gradual. ogyed 'Dri1.L n Rx= Cae � -arcs :)one Co:trasir' H[.,Afe D 4 i 1i; -. 1 Tnertf,ffiGUu 1res-epres,;rt,Ta.wma'r:fn'•riI---es. T.=:' ,.tor'-,,.IRi^,^:'>l a Professional Service Industries. Iric. ffl%P 5352 West 78th Street Indianapolis. IN 46268 LOG OF BORING B-06 Telephone (317)876-7723 EaxI : 187 -_8155 Sheet 1 of ': 1111 1111_ 1111_.. -1_. _....__. ____.. ...____.__. PSI ,;= N,. Jots ;5 •Norio .-: ,;l DHol owSternA:;ger WATER LEVELS P,grd. L-A -P- sn Sac pP .-.,»i 55 .. ....... No . ' .. •�.� ie Drilling ..-. None ..a6cn: Mlcnren Roao hi ^ i r*' 7 - coati•. Ic ` Carmel. IN N_rlgL 3', Lrpoi ;cmr,letlor: fi enc: if Delay ^diA 1111.... _ 1111... 1111.. 1111. 1111-. 1111 _ _.__..... N:A r. 11 -' 0q,," v:A if r:1A \ I H z 1 75 z _ a ur ; _ C. a. t,,tAT RIAs. DES: RIPTI N A..,.oi, •v Y : i i;r`, E 21 Na. . : lelon D Ih: 1r 0 . .,: ,t , ta,Br n3 ,arcec: 'S'i2 Late Boring Conir>ff".-I fris'12 togged By. .;,, , S -4e line= rruiii` nc aoero='ate F. t r . O I tar):fi \ 'i i, I- " II N t. : iI c'.y t 1111. _ � 1111. n,', 0Rl -_ 11-11. ._..__._. 1111--1111_.------------------. f; ,�l 1 �..._ IIIc � r $7b-_8 .55.. _.... Sheet 1 .. 1 1111.. ....`.al 1 i n-`r- cr, � PSI JgNI No.: .,u •6556 Location. %10gan Road H. r i r. r Typr: Fl ft.r, vtio : 7. Upor. C:Ompletion :t7 fief L.� :k iNaT I.,.X� � � Lal; rdr. 3 9 I .. L I tar):fi L n 1dF. 66 34233' L:I Rig: : 7ck vl:-u S^p F.Oar CrA-i - Sam.ler : Remarks: ___ � Indianapolis, �, �� I ---a"yrn9.^ES -------------------- The . ,n31 or fray be c'ni;3I -_ 11-11. ._..__._. 1111--1111_.------------------. Uwyied ,Soil Class�flcation L 1=fts 027�EAI - � c c ; � Q a a Q a a 0 0 C 0 Q 2 2 a 2 Q ------- - Se vice Industries, Inc. "rirora,a•:S:ons Grioup fianlss 78th Street 1Dorutb F(ia^;ei�`,:Aif n st„esa ___ � Indianapolis, �, �� I ---a"yrn9.^ES -------------------- p:": - _ - -_ 11-11. ._..__._. 1111--1111_.------------------. (317)876-7723 PSI 300 Nc.: 0016506 Drilling Me,hx 3 1;,4'! D HfAlm Sten: Auger WATER LEVELS 1111.. -11-11. 1111 D ��aFd d.. y. r $7b-_8 .55.. _.... Sheet 1 .. 1 1111.. ....`.al [n' 2 08-17-2012 PLAN REVIEW COMMENTS cr, � PSI JgNI No.: .,u •6556 Location. %10gan Road H. r i r. r Typr: Fl ft.r, vtio : 7. Upor. C:Ompletion :t7 fief [, : samplrnq Method:. SS Vy'h;le Dnlling None o, : i---. - . ._ . - :Hammer -type: Au[omaLc T Upa Crij;plefiai Nrne - . 1111. _ ) CanneJ.IN ,7 Zi .11____- --- i o''� - -P L J Z 4 �-� - v is, '&, s ee. Offset NIA TES` UA'A '� - .1C15!IlYl: ' 1 Adai!ion:N I a - MATERIAL DESCRIPTION ► t.- DRAWING GEOTECHNICAL REPORT (SHEET 2 OF 2) c ?.. _ ., ... - C8.2 1111 ..t>r,! at e.;. ._ :.\,.. 1 1. - J rf. '', : o: a c:g, o(, A... ...,.... x ,N `. s n MATERIAL DES CRIPTION LL Adc..o < a _ _. - a rg : E E i i I c E. :. 7 � i .v 4 25 :K , � y V 8 :J ,- tM3,3H isi ^. -. . - .. c, d• :.: i o : I ,.> r. < s .ilm ,:.,,.z, v: ice.,t ~� - - - - - - - - - - -- - - - - - - - - I F s 'rr:c <, ' :. 1111 �; 4 the a. o.. <::, ' fk u - < :. -.... --. . " - �rR . s r I . \ '', .=.!iff to f. - 6ro•.vr CL :I }-. 1 8 III 9-10 3 e-- .._,et0 ria....,,; A ua,t0,.,,:., .s I 1 'ti V N 11 'M ) �,, b .. 3 F 1 � - c C i_.: ... )' il11 I S .e M1 y a• -•s i,f to ve.t stiff pro•,ar '� .__. .. _-- -1111.. .... .. 1111 1.1. i , , 1111_. 1111-.. . -...-, .---- Tire stmt ficatim Ill% rel n, approxinrate boundariew. Tie trars:tion may be gradual. t _ _ '_ , 7 Lon ,... tl6.2 f ,-83' Dale bonny Sta:if:ri. 3'2b"2 _ �'� Auger Getting -' H3N. ,Vrger ti : Tuck A'lafni'. . Drill rt,�;. Ct.9t Da Bor nci brrrolatect �o' 2 - Spl t Soar at _San pier Remarks; -. 1 Lrimed 5y la ,ler I fir, ` G., t'`.3• '\.,-viae - f a. ' - L The .tra.!fi:.aUolIt:1(:s,cf;,,es,,r,3p,,o,Qrrare t,nu1dan(`s T?,e irari,irnn'Illy ie. q.odugl. c ,. .... e 3 ,- D,, 01 lY C_AY s.. e son 1 ac m Ci. : 1;i-tU -til .--: :. : i ;1. F. y . ----- _.- - - 1-- . _-----_..._ , TLSI 80RING IUiWINATEDAT •SrLbf III I'I - h T r, Rsi_ \ y: _:too "n -l'. o ♦ . r t Dale B.x•r• Sialte:i'-.'7R.: g :? 0-,1^.iUe: -3L.2- 23. : Auaer Cutin. ': Mane F r, +- v.,- ��., ;t 3c'� Jill Rig C?�t-.: rU,.k . • .. ., . _ _ ,. .iii .,1.,Un!ed 11, I c , ... - 5 c _,--I------------._ Il Drlli owthictor'. Hoosier -In c a >:',,,ares, , grF„ i _ t. sa :, o_, ,. ,, ..s -ti t lin€ .-s_ta > 11 -�> v ti t .. , e'+a r -,:� -., t r .. i ,,, 51: 0 focxr \� .: ... ` t Y ms s. ,. -; 20 rev 1111 a $ es x !., 1111_ ; - x se L . :- -: e . b y-4 _. a< S P _ - .. ,,.. Ii j : ,S >., v oyS c ",e 1111 ,.,na cs i - $ g'^ . I 1111 u's ... - � 1111 r._ '" -�.s. t F'1. i t E,. - : .1: i :.:. ... 1 .; 1i . _ _ .._... - - I _ , _ - i a I s , c a>, s,., : _ - - , 1111 _ .; i ."o.;:\ o, iu,: , _ a " : Y :-.. £ : '11:11 , ..,. „o:::. , a 4 „/' I _ \ 1111 -; .. ' i 1111-... 11-11 �: \. _. ,. < ,-. l q c, .. 1, s;S a Topsoil EASh palt I Low Plasticity (71i,, Professional Service Industries Inc. KEY TO SYMBOLS NSA =Hollow Stem Auger CFA = Continuous Flight Auger "'P ' S PenPtratwt Test SPT - Standard d I - Dynamic Cone Penes ometer SS = Sptt spoor Sampler ST = Shelby Tube Sampler FIC = Rock Core LTD )r1 Density LL L Quid Ljnlit PL = Plastic _'mit . )fine ( r i , �u : rice" L ,om;,r'sa via StOr:'Gth Of = Pocket Penutrornuter ROD = Rack Quality D(-sia at;cn REC'U - Rock Com, Recovery Percentage PID = Photo Ionic Detector ,ppm) IviR' Unab'e u) d,:lerm ne dep `'.eater clue to mud .otary dnijr:g methods TheTh,w 1 7I1 A ee, id r,e,! n e f 1: _gnu r .ell n Ir. g Af :c r a..nref" I f o r `:c ,.till i i! s � ,i: I r'ip c re )bili r id .,O , Ili c r :i 1 d 1 , - r ^ .r ul., . 1 al pit_, i,r 1 > ;;,nlc 1c , I ,li ,-.J u spl3 sr -n !n s.rmf,l „J,'"l 1 a,n„.nr ivi,, , tr any I,; ,tg P'Irigs ,.1 i Iho,i dr ,c I d..a tK -,... fool .t'ic ,:,ibk vnrhLk. ;,.4ta1.r :.i'.nd I, .tine:.)[ J, .,hes Tre•.,,,r brr, ri h;i!nn;er I.fi roc,, e.1 t,).,rit ,i',)ffplr , ..x:h iric:rer . •n e';n r,..d i,. ',,,e 1 Ir. 'rile :v. t ,.,u a re 3. y ra:a(i a, the ,ruri;,c , , require.. •-, 7I%cf th,_ a, pbr . _ -)I few r <-elven ,, ((. r v e.. J. -at d . nd:,,x o an iR.., (v ,ii a - ,j v _sxsltf fir sacra. Tn, oLliL --_ped saint i us pros -due., -1 od dl 3 iiiis exp" ir,i.:_ ;aT c - g rneral r.(_.,..d, rice Ail" FS: M 5lq-=L,,;n Lt 586 R(.,lat vel:),tcnst.ir ( Shelby r"he is d[ c e.c r .. Ingo c u til a "v lei n'3 -iii -Ii nor tool tlilwug int ` e ril it it,f dcsrrd s.amf;lmy I .vtTl s. Thr 1.n Jvy Ute. ;u.c ,.,s Zr1 yene'al ... [ r, :+once with a'oTf ^ �. ,:yn<.P,on L7 ,8?. t „t .-� . rogetner'..iit trig (ocrised i'l wes carrfulry rcimoveJ frer- tl,p g, AOld, seal,(, a., i traasaa,taf to .he Iii)bOr..lrry to' ,t.,, -r1,. Profeiisiona. Service Industries. Ina '' FSI Job Na.: 00165F•6 5342 \Nest 78th Street n V.28i FroecY. Olive Garda 1 Inc 8 Indianapolis. IN 4 2 <n s 6 a 6_ < p n R Location'. 'v Ichrca. pad 1 f, 3 T,Ie h nc: 17 8767x2, 0 3 } Carmel. IN Fax: (317) 876-8155 L Professional Service Industries, Inc. Se vice Industries, Inc. r] = F1 Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 1681 13021 a 5362 West 78th Street ! 5362 West 78th Street � ,, Indianapolis, IN 46268 LOG OF BORING B-02 � Indianapolis, �, �� I 317 876-7723 Telephone: ( ) �y\C/� Z Q�/ � LL • Q • F_ {'I/(� W I ' W J 0 Sheet 1 of 1 1 ._ _1-111-1 1111 -.. .....Fax {3 ) 76.8155......_ 1111-... _ 1111____ 1111__ 1111_-1111-.. ..." 1-1. 11 (317)876-7723 PSI 300 Nc.: 0016506 Drilling Me,hx 3 1;,4'! D HfAlm Sten: Auger WATER LEVELS 1111.. -11-11. 1111 Fax,..1317.) $7b-_8 .55.. _.... Sheet 1 .. 1 1111.. ....`.al Project Cli✓e Garden S. rc.Pl'rry h!en:rx:. SS ;:. While Drilling 14 feet 2 08-17-2012 PLAN REVIEW COMMENTS cr, � PSI JgNI No.: .,u •6556 Location. %10gan Road H. r i r. r Typr: Fl ft.r, vtio : 7. Upor. C:Ompletion :t7 fief Ca,rel IS bor ng Lo:afbn : samplrnq Method:. SS Vy'h;le Dnlling None .f Ddav NrA ..- Locatior:: Michigan R -J :Hammer -type: Au[omaLc T Upa Crij;plefiai Nrne 1111 1111 .......... 1111 1111 .............. .......... 1.1....1...1 .. ... y._--_-,-..-.:...... .--....... . ........ ......1111.. : stair", NiA n si AFvDfS,O PENETRATION : CanneJ.IN ''� : = Gff-set: N!A TII DATA r. 1111 1111 "-'_....... .. 1111__ .1111-_ .-1111.. 1111-__. 1111 - _.. 1111.. Stair i. N::0... ,., A, n F' .' IRAT " :--- a tin 1. NDA,2� tN_1 2A.I„N . o''� - -P L J Z 4 �-� - : - Offset NIA TES` UA'A '� - .1C15!IlYl: ' 1 Adai!ion:N I a - MATERIAL DESCRIPTION ► t.- DRAWING GEOTECHNICAL REPORT (SHEET 2 OF 2) c ?.. .4 c - - -1 is a t; y .' ; :.- - RF rivk5 L 1111 - C8.2 , 1:. ✓r _. ,? c : ( m s. REN(, t; [sf - J rf. '', : o: a c:g, o(, - . o - cjc: n MATERIAL DES CRIPTION LL Adc..o < a - ,I: ----- e 2.5` ASPHF0. i over u" f GGREGATE SASE : : , : .. 1111 1111.... ... 1111.. 1111 1111. - a rg : E E i i I c E. :. 7 � i .v 4 25 :K , � y V 8 :J ,- tM3,3H isi �.. 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Tie trars:tion may be gradual. t _ _ '_ , 7 Lon ,... tl6.2 f ,-83' Dale bonny Sta:if:ri. 3'2b"2 _ �'� Auger Getting -' H3N. ,Vrger ti : Tuck A'lafni'. . Drill rt,�;. Ct.9t Da Bor nci brrrolatect �o' 2 - Spl t Soar at _San pier Remarks; -. 1 Lrimed 5y la ,ler I fir, - I 1111_ Dnll'X C.x•tra i,r. Hr. a -,. Diilline Rock Core ax<�s Cc i.: The .tra.!fi:.aUolIt:1(:s,cf;,,es,,r,3p,,o,Qrrare t,nu1dan(`s T?,e irari,irnn'Illy ie. q.odugl. Topsoil EASh palt I Low Plasticity (71i,, Professional Service Industries Inc. KEY TO SYMBOLS NSA =Hollow Stem Auger CFA = Continuous Flight Auger "'P ' S PenPtratwt Test SPT - Standard d I - Dynamic Cone Penes ometer SS = Sptt spoor Sampler ST = Shelby Tube Sampler FIC = Rock Core LTD )r1 Density LL L Quid Ljnlit PL = Plastic _'mit . )fine ( r i , �u : rice" L ,om;,r'sa via StOr:'Gth Of = Pocket Penutrornuter ROD = Rack Quality D(-sia at;cn REC'U - Rock Com, Recovery Percentage PID = Photo Ionic Detector ,ppm) IviR' Unab'e u) d,:lerm ne dep `'.eater clue to mud .otary dnijr:g methods TheTh,w 1 7I1 A ee, id r,e,! n e f 1: _gnu r .ell n Ir. g Af :c r a..nref" I f o r `:c ,.till i i! s � ,i: I r'ip c re )bili r id .,O , Ili c r :i 1 d 1 , - r ^ .r ul., . 1 al pit_, i,r 1 > ;;,nlc 1c , I ,li ,-.J u spl3 sr -n !n s.rmf,l „J,'"l 1 a,n„.nr ivi,, , tr any I,; ,tg P'Irigs ,.1 i Iho,i dr ,c I d..a tK -,... fool .t'ic ,:,ibk vnrhLk. ;,.4ta1.r :.i'.nd I, .tine:.)[ J, .,hes Tre•.,,,r brr, ri h;i!nn;er I.fi roc,, e.1 t,).,rit ,i',)ffplr , ..x:h iric:rer . •n e';n r,..d i,. ',,,e 1 Ir. 'rile :v. t ,.,u a re 3. y ra:a(i a, the ,ruri;,c , , require.. •-, 7I%cf th,_ a, pbr . _ -)I few r <-elven ,, ((. r v e.. J. -at d . nd:,,x o an iR.., (v ,ii a - ,j v _sxsltf fir sacra. Tn, oLliL --_ped saint i us pros -due., -1 od dl 3 iiiis exp" ir,i.:_ ;aT c - g rneral r.(_.,..d, rice Ail" FS: M 5lq-=L,,;n Lt 586 R(.,lat vel:),tcnst.ir ( Shelby r"he is d[ c e.c r .. Ingo c u til a "v lei n'3 -iii -Ii nor tool tlilwug int ` e ril it it,f dcsrrd s.amf;lmy I .vtTl s. Thr 1.n Jvy Ute. ;u.c ,.,s Zr1 yene'al ... [ r, :+once with a'oTf ^ �. ,:yn<.P,on L7 ,8?. t „t .-� . rogetner'..iit trig (ocrised i'l wes carrfulry rcimoveJ frer- tl,p g, AOld, seal,(, a., i traasaa,taf to .he Iii)bOr..lrry to' ,t.,, -r1,. Profeiisiona. Service Industries. Ina '' FSI Job Na.: 00165F•6 5342 \Nest 78th Street n V.28i FroecY. Olive Garda 1 Inc 8 Indianapolis. IN 4 2 <n s 6 a 6_ < p n R Location'. 'v Ichrca. pad 1 f, 3 T,Ie h nc: 17 8767x2, 0 3 } Carmel. IN Fax: (317) 876-8155 L ProfE ssional Servlre Industries, Inc Se vice Industries, Inc. r] = F1 Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 1681 13021 a West Street ! 5362 West 78th Street ndi)mpoiis.iN 4s�6a LOG OF BORING B-07 ��� India , IN � Indianapolis, �, �� I Telephone: (317) 876-7723 �y\C/� Z Q�/ � LL • Q • F_ {'I/(� W I ' W J 0 Fax: 1317) 876-8155 1 Sheet 1 of 1 (317)876-7723 _ rr Dralln f,lor!i-, 3 ,4'• I. D.',IdI v Ste" Pcugnr WATER LEVELS P51 Jga "de: '�J'o5�c g 1111-1111--l- _._. _. Fax,..1317.) $7b-_8 .55.. _.... Sheet 1 .. 1 1111.. ....`.al Projc_I: Olive card'.. , Salnpl!nq h"01 i. ,„� Whilo til al.r.g .len„ 2 08-17-2012 PLAN REVIEW COMMENTS cr, � PSI JgNI No.: .,u •6556 _0r ,,Cl: M,C'ti,x;n Raid fi mnia type: ' ,, iliac r Jtx.^. Carpletia, Home La.no7_ it So/: g wcatsa: : samplrnq Method:. SS Vy'h;le Dnlling None T Delay V A 111.1... -1111. Locatior:: Michigan R -J :Hammer -type: Au[omaLc T Upa Crij;plefiai Nrne _ . .................. ...... 1111... 1111..-1111 ........ _ ' ,;tat;,, N'A . ... r -- �,. t ,,. Nf lP iON CanneJ.IN se F e 11 K \ 1111 1111 "-'_....... .. 1111__ .1111-_ .-1111.. 1111-__. 1111 - _.. 1111.. Stair i. N::0... ,., A, n F' .' IRAT " :--- a tin 1. NDA,2� tN_1 2A.I„N . - a C; 1 : - Offset NIA TES` UA'A - <:;cnel - MATE.RIA1.- DESCRIPTION + :-: DRAWING GEOTECHNICAL REPORT (SHEET 2 OF 2) c ?.. _ 2: :-. : :r: ::. -6. _ - Ke^1 arks : - 1111._ .. 111-- --. - C8.2 �- in :; ,., r'' c-,"n%j 1.,,r - J ,_ � 11J r o,- - - . o - cjc: n MATERIAL DES CRIPTION LL Adc..o < a ---00.5011 _ : : - a rg : E E i i I c E. I I "I' N'ai '''!", 2 15 : 8-3-7 12 'k :J ,- tM3,3H isi �.. N-1 f) . - .. c, d• :.: i o 3 o T I , I It y , ,.r : - - - - - - - - - - -- - - - - - - - - I + l ... +n 3 >IL- g.t.. t0 1 1.31cgr8 i c-17 :.: > '\ , ,. me , 1.... c , s -,.tin.,.. : <::, ' o i "!� ,1. i iI I'', _ j I . \ til. a. ac: a.el Li- :.,1 1 1 8 III 9-10 3 , r fill „_ \ - : 1111. _. 1111. :q .. .. LSv, 1111- 1111 .. _. --, -,rq 11;,"11 . - - : 1. ,i r - 4C': f. 1.11 :. : 1E3 H a,\G 1Fi;V ,.A..:D, 7 ,..'F. E:T. ':, : TEST[30RIIVG TLRMINA-r)AT'S FEET. ''� I'I i I I/ : I i ''. , r 9,11:311,13,s.. , f1 Sl ,,Ne Tyre, :a. ud .9. C < le or Dc t 1. r -"T 3 ' ... 1 a ic. in �! i ed: a .x el uJe R, 2. 2'33 7 Aute' Cut11nc7 .33ic Au.1E „rill El", Gift' S� r,r„k lrrcunit�i '..71. Date C[xl,alerrxl: 1& ''Spl-Sr`r10,i Calif. 5arrhler Remarks: -•s i,f to ve.t stiff pro•,ar ;.rigged By` 1-n d By d Toe stra. ti,.aiion lineseL ,ascot a Dnrovmarex,u Iida'kes. Tile L .•,+io.n ^nay ne :113.01,1". t'=villin Crxitr-'l , H,,g,sier Dnilin '. R, [k Core , . •ex:es ,Coop Tire stmt ficatim Ill% rel n, approxinrate boundariew. Tie trars:tion may be gradual. Topsoil EASh palt I Low Plasticity (71i,, Professional Service Industries Inc. KEY TO SYMBOLS NSA =Hollow Stem Auger CFA = Continuous Flight Auger "'P ' S PenPtratwt Test SPT - Standard d I - Dynamic Cone Penes ometer SS = Sptt spoor Sampler ST = Shelby Tube Sampler FIC = Rock Core LTD )r1 Density LL L Quid Ljnlit PL = Plastic _'mit . )fine ( r i , �u : rice" L ,om;,r'sa via StOr:'Gth Of = Pocket Penutrornuter ROD = Rack Quality D(-sia at;cn REC'U - Rock Com, Recovery Percentage PID = Photo Ionic Detector ,ppm) IviR' Unab'e u) d,:lerm ne dep `'.eater clue to mud .otary dnijr:g methods TheTh,w 1 7I1 A ee, id r,e,! n e f 1: _gnu r .ell n Ir. g Af :c r a..nref" I f o r `:c ,.till i i! s � ,i: I r'ip c re )bili r id .,O , Ili c r :i 1 d 1 , - r ^ .r ul., . 1 al pit_, i,r 1 > ;;,nlc 1c , I ,li ,-.J u spl3 sr -n !n s.rmf,l „J,'"l 1 a,n„.nr ivi,, , tr any I,; ,tg P'Irigs ,.1 i Iho,i dr ,c I d..a tK -,... fool .t'ic ,:,ibk vnrhLk. ;,.4ta1.r :.i'.nd I, .tine:.)[ J, .,hes Tre•.,,,r brr, ri h;i!nn;er I.fi roc,, e.1 t,).,rit ,i',)ffplr , ..x:h iric:rer . •n e';n r,..d i,. ',,,e 1 Ir. 'rile :v. t ,.,u a re 3. y ra:a(i a, the ,ruri;,c , , require.. •-, 7I%cf th,_ a, pbr . _ -)I few r <-elven ,, ((. r v e.. J. -at d . nd:,,x o an iR.., (v ,ii a - ,j v _sxsltf fir sacra. Tn, oLliL --_ped saint i us pros -due., -1 od dl 3 iiiis exp" ir,i.:_ ;aT c - g rneral r.(_.,..d, rice Ail" FS: M 5lq-=L,,;n Lt 586 R(.,lat vel:),tcnst.ir ( Shelby r"he is d[ c e.c r .. Ingo c u til a "v lei n'3 -iii -Ii nor tool tlilwug int ` e ril it it,f dcsrrd s.amf;lmy I .vtTl s. Thr 1.n Jvy Ute. ;u.c ,.,s Zr1 yene'al ... [ r, :+once with a'oTf ^ �. ,:yn<.P,on L7 ,8?. t „t .-� . rogetner'..iit trig (ocrised i'l wes carrfulry rcimoveJ frer- tl,p g, AOld, seal,(, a., i traasaa,taf to .he Iii)bOr..lrry to' ,t.,, -r1,. Profeiisiona. Service Industries. Ina '' FSI Job Na.: 00165F•6 5342 \Nest 78th Street n V.28i FroecY. Olive Garda 1 Inc 8 Indianapolis. IN 4 2 <n s 6 a 6_ < p n R Location'. 'v Ichrca. pad 1 f, 3 T,Ie h nc: 17 8767x2, 0 3 } Carmel. IN Fax: (317) 876-8155 L Professional Service Industries, Inc. Se vice Industries, Inc. r] = F1 Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 1681 13021 a West 78th Street 5362 e. t ! 5362 West 78th Street ��; Indianapolis, IN 6268 LOG OF BORING B--03 � Indianapolis, �, �� I Telephone (317)876-7723 Sheet 1 of 1 �y\C/� Z Q�/ � LL • Q • F_ {'I/(� W I ' W J 0 .11-1--- _ _ _ . ......... ... - I... 111- Eax.. {317) 876.:89.55 (317)876-7723 -, Drillirr Me^icx;: 3 1 4"' u -Hong Str.><r: Apgar WATER LEVELS PSI ,h,,. Nc.: 001f„56 g :1 ......... ...._._ . ......._...... Fax,..1317.) $7b-_8 .55.. _.... Sheet 1 .. 1 1111.. ....`.al .. P,,,j-t' Olive Gorden S-,ro;AT 1ISS .< V";tile D=dl:ng Noire 2 08-17-2012 PLAN REVIEW COMMENTS cr, � PSI JgNI No.: .,u •6556 Location'. Micnigtin Road Hamrr.. Type. Aurornn!c V. i,po; Crmnletlon ':' .5 feet Cannel. IN Boniq Locatlor. : samplrnq Method:. SS Vy'h;le Dnlling None �l D<day __...... NrA 111 . Locatior:: Michigan R -J :Hammer -type: Au[omaLc T Upa Crij;plefiai Nrne _ ............. ........-.. .111--... ..........-......11.1.1---.1. ......................... I... -i--- ... . ...: T A r( `StaLart_ NIA ,n bTANDARDPENE R TIG CanneJ.IN I : : CNfset: N. -A : - iPBr DATA z -- I e 1111 1111 "-'_....... .. 1111__ .1111-_ .-1111.. 1111-__. 1111 - _.. 1111.. Stair i. N::0... ,., A, n F' .' IRAT " :--- a tin 1. NDA,2� tN_1 2A.I„N . J - Z o -- MATERIAL DESCRIPTION x ks0a` Additional : - Offset NIA TES` UA'A _ G - - - Rfrn'rk S. - I d s E > C DRAWING GEOTECHNICAL REPORT (SHEET 2 OF 2) c ?.. y n a '� m m 5T L•_!vGr b to C8.2 - I • Qu C`, _ :, ISI : V: - J ;::: 1111-, T r, -- -- - - -- - :;` ASPHALT over S' = AGGRCc TF 3ASC : ... .. _ _. _ .. 1111 1111. ' - 111 1. .. .. _. .... .. '., - . o - cjc: n MATERIAL DES CRIPTION LL Adc..o < a I 3 3 IT : �',I 14 `2-`_ - a rg : E E i i I c E. I I "I' N'ai '''!", 2 15 : 8-3-7 12 'k :J ,- tM3,3H isi �.. N-1 f) . - .. c, d• :.: i o 5 r.. o T I I: f .1 J 3 , 8 11-5-8 1 < - - - - - - - - - - -- - - - - - - - - I -e r :VPI ,I Y- r; c rn'. ;^.d-tra,_,.ri CL N i3 �I_'.'Y CLAY I rte: IO ..c s ) J',I :.: 'I r cJ:.:m s6" t0 ,Gr€ - txovd" <::, ' 1 U 18 1--;j_ti .J 1' I;.. IN-1? I . \ _ '.i - I 1 8 III 9-10 3 /I i 11', T Y '0ec ` •rel �, [ _ :- SIL CW"-> CL i 8. -'r, laic' ,. cc � -i-11 1v a 12 i \ shit - ra - :.-: I6 A f g r ...... "• ''.- I".. :}. .i , ..after a rr erx:val. : c)rvinc, .aver a4 .t- ':, : TEST[30RIIVG TLRMINA-r)AT'S FEET. ''� I'I i I I/ : I i _._..I. ;_....._ 1111_. _. _. 1111-... 1111. :......._. 1111_. _I �'` 1111_. Com Ie ilii Death: 15.17 it . _.Satin Aa T,yp- _1 : Lrdilude , . 1-.,7'?r... - U t f , Shoo'Tuce 1 ... Data Goring Star>cd :S:'28'12 aigl tide. 862-283' Date Bo ig orn.,learct' 25,'2 1 AUge-C t ng H g`%' pill" Ki Gfv!t 5., :nl^k Mru:lt r. a. St: ii Spout Cal: - n P F r : Remrks -•s i,f to ve.t stiff pro•,ar 1 "xLged Sy las;,, S,11,1er Drill;,[ C,ir.uaacr Hrx ,ler D<dliii :. 6 Rock Core � r - 1s !_c _r Toe stra. ti,.aiion lineseL ,ascot a Dnrovmarex,u Iida'kes. Tile L .•,+io.n ^nay ne :113.01,1". Topsoil EASh palt I Low Plasticity (71i,, Professional Service Industries Inc. KEY TO SYMBOLS NSA =Hollow Stem Auger CFA = Continuous Flight Auger "'P ' S PenPtratwt Test SPT - Standard d I - Dynamic Cone Penes ometer SS = Sptt spoor Sampler ST = Shelby Tube Sampler FIC = Rock Core LTD )r1 Density LL L Quid Ljnlit PL = Plastic _'mit . )fine ( r i , �u : rice" L ,om;,r'sa via StOr:'Gth Of = Pocket Penutrornuter ROD = Rack Quality D(-sia at;cn REC'U - Rock Com, Recovery Percentage PID = Photo Ionic Detector ,ppm) IviR' Unab'e u) d,:lerm ne dep `'.eater clue to mud .otary dnijr:g methods TheTh,w 1 7I1 A ee, id r,e,! n e f 1: _gnu r .ell n Ir. g Af :c r a..nref" I f o r `:c ,.till i i! s � ,i: I r'ip c re )bili r id .,O , Ili c r :i 1 d 1 , - r ^ .r ul., . 1 al pit_, i,r 1 > ;;,nlc 1c , I ,li ,-.J u spl3 sr -n !n s.rmf,l „J,'"l 1 a,n„.nr ivi,, , tr any I,; ,tg P'Irigs ,.1 i Iho,i dr ,c I d..a tK -,... fool .t'ic ,:,ibk vnrhLk. ;,.4ta1.r :.i'.nd I, .tine:.)[ J, .,hes Tre•.,,,r brr, ri h;i!nn;er I.fi roc,, e.1 t,).,rit ,i',)ffplr , ..x:h iric:rer . •n e';n r,..d i,. ',,,e 1 Ir. 'rile :v. t ,.,u a re 3. y ra:a(i a, the ,ruri;,c , , require.. •-, 7I%cf th,_ a, pbr . _ -)I few r <-elven ,, ((. r v e.. J. -at d . nd:,,x o an iR.., (v ,ii a - ,j v _sxsltf fir sacra. Tn, oLliL --_ped saint i us pros -due., -1 od dl 3 iiiis exp" ir,i.:_ ;aT c - g rneral r.(_.,..d, rice Ail" FS: M 5lq-=L,,;n Lt 586 R(.,lat vel:),tcnst.ir ( Shelby r"he is d[ c e.c r .. Ingo c u til a "v lei n'3 -iii -Ii nor tool tlilwug int ` e ril it it,f dcsrrd s.amf;lmy I .vtTl s. Thr 1.n Jvy Ute. ;u.c ,.,s Zr1 yene'al ... [ r, :+once with a'oTf ^ �. ,:yn<.P,on L7 ,8?. t „t .-� . rogetner'..iit trig (ocrised i'l wes carrfulry rcimoveJ frer- tl,p g, AOld, seal,(, a., i traasaa,taf to .he Iii)bOr..lrry to' ,t.,, -r1,. Profeiisiona. Service Industries. Ina '' FSI Job Na.: 00165F•6 5342 \Nest 78th Street n V.28i FroecY. Olive Garda 1 Inc 8 Indianapolis. IN 4 2 <n s 6 a 6_ < p n R Location'. 'v Ichrca. pad 1 f, 3 T,Ie h nc: 17 8767x2, 0 3 } Carmel. IN Fax: (317) 876-8155 L Professional Service Industries, Inc.. Se vice Industries, Inc. r] = F1 Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 1681 13021 a 5362 West 78th Street ! 5362 West 78th Street ,M�r■ LOG OF BORING B-08 �% Indinnapolis. IN 46268 I� � Indianapolis, �, �� I 317 876-7723 p ) Sheet 1 of 1 �y\C/� Z Q�/ � LL • Q • F_ {'I/(� W I ' W J 0 Fax. (31 7) 876-8155 (317)876-7723 P51 SI Sec No . '.,. ySL. Dialing rvir::krxn. D.nMI v 3tri. Aur4' r WATER LEVELS . .. 1111 Fax,..1317.) $7b-_8 .55.. _.... Sheet 1 .. 1 1111.. ....`.al Proie_t Olivi, Garden San'tAinq lv,i,nki: SS �.r Wh.leJAling N;ne 2 08-17-2012 PLAN REVIEW COMMENTS cr, � PSI JgNI No.: .,u •6556 L,[:a:irTr hAicr fir; Road H,.n.. of Camel. F.'v �„nr .,,? ,N•. �r yin Cae`p etlOrl Nene - : samplrnq Method:. SS Vy'h;le Dnlling None 1111___. , 1111- , 1111_ 1111 _ _ r . _ 1111.. I 1.111111 SL,I a : !v.A 1N. U . 1 Locatior:: Michigan R -J :Hammer -type: Au[omaLc T Upa Crij;plefiai Nrne ,pfsef. "kA : TPS' ,:•A CanneJ.IN f - .v t;Ab't '. U z -- I e 1111 1111 "-'_....... .. 1111__ .1111-_ .-1111.. 1111-__. 1111 - _.. 1111.. Stair i. N::0... ,., A, n F' .' IRAT " :--- a tin 1. NDA,2� tN_1 2A.I„N . - - t rn MATERIA_ DESCRIPTION : - Offset NIA TES` UA'A - -J - 4. ;eHats _ DRAWING GEOTECHNICAL REPORT (SHEET 2 OF 2) c ?.. , C8.2 ,- I N i :U_� - J ' n'-OPSOIL : . - . o - cjc: n MATERIAL DES CRIPTION LL Adc..o < a 'r 1 19 - :: , r, : - a rg : E E i i I c E. \\ o W O U.,, :J ,- tM3,3H isi . - .. c, d• :.: i o 1 z ,r o T I I: f 1 - - - - - - - - - - -- - - - - - - - - I , :.: .'1 t' �i-..1I,,, or._, <::, ' : n;\., i, v ,s;` 'oro,•,.. I ;�. 4 18 f4 -i; 14 N 12 '. til. : ' 'I ,N- '� 1 h I . \ I 7 1 8 III 9-10 3 13 1 ' r'.-:-,ri. I,, 1 y : :'p 1 1111 1111-.__ 1111- 1111__ ' : '', tl ,rig ,w -1V iy 1, J a a ,(fir '_"1"w.rl. Eo HFIRINut:FV} c...1..7 15I F `7 : I/ : I i M .or Deofi 13 U t: Sandie T',0s. Lair ua:: .,9 i 3773'. ^.pini e V Yf n 7• SI u,X> ... -nSi� m1.,r'.2 1 ci JE 13-5.234233' tU Date Bo S 9 Auge, (' t'r- i Man(: Au `; r R,,,. 0 III .r Ch._ a ? ,ren , w eu J Boring 'out rt�r-. 3!2817 Date Bon g G pl ren r :1' .2 1'ttks. :�': Cali Sarr ,ler ' � S?I r Sr"cxxl r -•s i,f to ve.t stiff pro•,ar Logged Hy: Jason Sumter I. Crilli. CotitraCa: Hoosier Uril@n [Il Ra -k Rxe Texas Cone The strarif"icatfon lines represent appromi tate bounder ice. The t _rsitiu; may be gradual. Topsoil EASh palt I Low Plasticity (71i,, Professional Service Industries Inc. KEY TO SYMBOLS NSA =Hollow Stem Auger CFA = Continuous Flight Auger "'P ' S PenPtratwt Test SPT - Standard d I - Dynamic Cone Penes ometer SS = Sptt spoor Sampler ST = Shelby Tube Sampler FIC = Rock Core LTD )r1 Density LL L Quid Ljnlit PL = Plastic _'mit . )fine ( r i , �u : rice" L ,om;,r'sa via StOr:'Gth Of = Pocket Penutrornuter ROD = Rack Quality D(-sia at;cn REC'U - Rock Com, Recovery Percentage PID = Photo Ionic Detector ,ppm) IviR' Unab'e u) d,:lerm ne dep `'.eater clue to mud .otary dnijr:g methods TheTh,w 1 7I1 A ee, id r,e,! n e f 1: _gnu r .ell n Ir. g Af :c r a..nref" I f o r `:c ,.till i i! s � ,i: I r'ip c re )bili r id .,O , Ili c r :i 1 d 1 , - r ^ .r ul., . 1 al pit_, i,r 1 > ;;,nlc 1c , I ,li ,-.J u spl3 sr -n !n s.rmf,l „J,'"l 1 a,n„.nr ivi,, , tr any I,; ,tg P'Irigs ,.1 i Iho,i dr ,c I d..a tK -,... fool .t'ic ,:,ibk vnrhLk. ;,.4ta1.r :.i'.nd I, .tine:.)[ J, .,hes Tre•.,,,r brr, ri h;i!nn;er I.fi roc,, e.1 t,).,rit ,i',)ffplr , ..x:h iric:rer . •n e';n r,..d i,. ',,,e 1 Ir. 'rile :v. t ,.,u a re 3. y ra:a(i a, the ,ruri;,c , , require.. •-, 7I%cf th,_ a, pbr . _ -)I few r <-elven ,, ((. r v e.. J. -at d . nd:,,x o an iR.., (v ,ii a - ,j v _sxsltf fir sacra. Tn, oLliL --_ped saint i us pros -due., -1 od dl 3 iiiis exp" ir,i.:_ ;aT c - g rneral r.(_.,..d, rice Ail" FS: M 5lq-=L,,;n Lt 586 R(.,lat vel:),tcnst.ir ( Shelby r"he is d[ c e.c r .. Ingo c u til a "v lei n'3 -iii -Ii nor tool tlilwug int ` e ril it it,f dcsrrd s.amf;lmy I .vtTl s. Thr 1.n Jvy Ute. ;u.c ,.,s Zr1 yene'al ... [ r, :+once with a'oTf ^ �. ,:yn<.P,on L7 ,8?. t „t .-� . rogetner'..iit trig (ocrised i'l wes carrfulry rcimoveJ frer- tl,p g, AOld, seal,(, a., i traasaa,taf to .he Iii)bOr..lrry to' ,t.,, -r1,. Profeiisiona. Service Industries. Ina '' FSI Job Na.: 00165F•6 5342 \Nest 78th Street n V.28i FroecY. Olive Garda 1 Inc 8 Indianapolis. IN 4 2 <n s 6 a 6_ < p n R Location'. 'v Ichrca. pad 1 f, 3 T,Ie h nc: 17 8767x2, 0 3 } Carmel. IN Fax: (317) 876-8155 L Professional Se vice Industries, Inc. r] = F1 Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 1681 13021 ! 5362 West 78th Street � Indianapolis, �, �� I IN 46268 LOG OF BORING B-04 �y\C/� Z Q�/ � LL • Q • F_ {'I/(� W I ' W J 0 rTelephone: (317)876-7723 Fax,..1317.) $7b-_8 .55.. _.... Sheet 1 .. 1 1111.. ....`.al 2 08-17-2012 PLAN REVIEW COMMENTS cr, � PSI JgNI No.: .,u •6556 31r '; S . Dr Ilir.y At, foil. ....4 I. v.P clow S,e+ i Auc;er WATER LEVELS Protect. Dlive. Carder: : samplrnq Method:. SS Vy'h;le Dnlling None Locatior:: Michigan R -J :Hammer -type: Au[omaLc T Upa Crij;plefiai Nrne CanneJ.IN solo gLoc,atlon. 1 )r. Delay Nh. ,... 1111- - `---..' . . 1111 1111 "-'_....... .. 1111__ .1111-_ .-1111.. 1111-__. 1111 - _.. 1111.. Stair i. N::0... ,., A, n F' .' IRAT " :--- a tin 1. NDA,2� tN_1 2A.I„N . CARMEL, IN : - Offset NIA TES` UA'A DRAWING GEOTECHNICAL REPORT (SHEET 2 OF 2) c ?.. N b.1- , C8.2 cF - J - . o - cjc: n MATERIAL DES CRIPTION LL Adc..o < a - a rg : E E i i I c E. _; ,, 1111._. -_ ? i2amarks 3 .. 1111. 1111 1_111 o W O U.,, :J ,- tM3,3H isi . - .. c, d• :.: i o o T I .` - s" -`Topsoil. - _ - - - - - - - - - - -- - - - - - - - - I :.: <::, ' 1 N 4 . � I I I �� I . \ 1 8 III 9-10 3 ..-........ I/ : I i ... I; TY C cY t ace f sr.me: s line !race M i`,el V-' 2 -•s i,f to ve.t stiff pro•,ar "� .Q -. 1 fir, - I 1111_ _ _ _. 1111... " i.. \ 18 lY C_AY s.. e son 1 ac m Ci. : 1;i-tU -til :. : 15 \ I I %. ; -.a, i at 1 7 after au, , rr r:,al... - : ' TLSI 80RING IUiWINATEDAT •SrLbf III I'I . I nupletion Dept;:: :_n I `t ",I'mile. Tv,. s. - La 43111 399 3173____ Srelo„ l,ite Dale B.x•r• Sialte:i'-.'7R.: g :? 0-,1^.iUe: -3L.2- 23. : Auaer Cutin. ': Mane F r, +- v.,- ��., ;t 3c'� Jill Rig C?�t-.: rU,.k D'i+e &"trig C'.ompletect 1y' iR"1 _ _ ,. .iii .,1.,Un!ed I ogc,)er R i .%asci. Surd r ,' Split- 5[xmn C&lif. sampler Rem,rke: e (� '. I "I Drlli owthictor'. Hoosier Dri lir.,- - I l iRo,,k Core ax;rs Cone The stat fica*b i Ines re,r�sent apfxo,Cmnte ,-:n i. ;. -,e 1,3n iron may tx` gradual Topsoil EASh palt I Low Plasticity (71i,, Professional Service Industries Inc. KEY TO SYMBOLS NSA =Hollow Stem Auger CFA = Continuous Flight Auger "'P ' S PenPtratwt Test SPT - Standard d I - Dynamic Cone Penes ometer SS = Sptt spoor Sampler ST = Shelby Tube Sampler FIC = Rock Core LTD )r1 Density LL L Quid Ljnlit PL = Plastic _'mit . )fine ( r i , �u : rice" L ,om;,r'sa via StOr:'Gth Of = Pocket Penutrornuter ROD = Rack Quality D(-sia at;cn REC'U - Rock Com, Recovery Percentage PID = Photo Ionic Detector ,ppm) IviR' Unab'e u) d,:lerm ne dep `'.eater clue to mud .otary dnijr:g methods TheTh,w 1 7I1 A ee, id r,e,! n e f 1: _gnu r .ell n Ir. g Af :c r a..nref" I f o r `:c ,.till i i! s � ,i: I r'ip c re )bili r id .,O , Ili c r :i 1 d 1 , - r ^ .r ul., . 1 al pit_, i,r 1 > ;;,nlc 1c , I ,li ,-.J u spl3 sr -n !n s.rmf,l „J,'"l 1 a,n„.nr ivi,, , tr any I,; ,tg P'Irigs ,.1 i Iho,i dr ,c I d..a tK -,... fool .t'ic ,:,ibk vnrhLk. ;,.4ta1.r :.i'.nd I, .tine:.)[ J, .,hes Tre•.,,,r brr, ri h;i!nn;er I.fi roc,, e.1 t,).,rit ,i',)ffplr , ..x:h iric:rer . •n e';n r,..d i,. ',,,e 1 Ir. 'rile :v. t ,.,u a re 3. y ra:a(i a, the ,ruri;,c , , require.. •-, 7I%cf th,_ a, pbr . _ -)I few r <-elven ,, ((. r v e.. J. -at d . nd:,,x o an iR.., (v ,ii a - ,j v _sxsltf fir sacra. Tn, oLliL --_ped saint i us pros -due., -1 od dl 3 iiiis exp" ir,i.:_ ;aT c - g rneral r.(_.,..d, rice Ail" FS: M 5lq-=L,,;n Lt 586 R(.,lat vel:),tcnst.ir ( Shelby r"he is d[ c e.c r .. Ingo c u til a "v lei n'3 -iii -Ii nor tool tlilwug int ` e ril it it,f dcsrrd s.amf;lmy I .vtTl s. Thr 1.n Jvy Ute. ;u.c ,.,s Zr1 yene'al ... [ r, :+once with a'oTf ^ �. ,:yn<.P,on L7 ,8?. t „t .-� . rogetner'..iit trig (ocrised i'l wes carrfulry rcimoveJ frer- tl,p g, AOld, seal,(, a., i traasaa,taf to .he Iii)bOr..lrry to' ,t.,, -r1,. Profeiisiona. Service Industries. Ina '' FSI Job Na.: 00165F•6 5342 \Nest 78th Street n V.28i FroecY. Olive Garda 1 Inc 8 Indianapolis. IN 4 2 <n s 6 a 6_ < p n R Location'. 'v Ichrca. pad 1 f, 3 T,Ie h nc: 17 8767x2, 0 3 } Carmel. IN Fax: (317) 876-8155 L r] = F1 Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 1681 13021 THIS SHEET PROVIDED FOR REFERENCE ONLY. �y\C/� Z Q�/ � LL • Q • F_ {'I/(� W I ' W J 0 I Issue Date: 5/21/12 REVISION INFORMATION 2 08-17-2012 PLAN REVIEW COMMENTS Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING GEOTECHNICAL REPORT (SHEET 2 OF 2) C8.2 a) N a c >, a: V) a 0 1 N N 0 0 Q 0 c a .F a) 0 N z E a 0 C Q) L a 0 N 0 ro 00 > w 0 _J cD z 0 .d a C .� a E 0 2 0 0 0) a 0 C 0 E Y 0 3 0 - 5 0 3 0 0 0 W a 0 0 x E Y 0 0 0. 0 0 0 C 0 •o N s 0 3 0 3 E U 0 L O a) C 6 i5 a 0 a E I� 0 0 I� F 0 a a 0 L 3 0 0 0 U) 0 a Z3 a U N a m 0 T 0 Q) -0 Iu 6 U 0 C V 0 0 t _C _0 Q) I C a) U) a W C o' Q) -o 0 U) a N U 0 N 3 i 0) 0 c N 0 -C H SECTION 02210 - SITE EARTHWORK Part 1.00 General 1.01 WORK INCLUDED A. The work specified in this Section consists of furnishing all labor, materials and equipment, and performing all operations required to complete the site preparation, earthwork and grading as shown on the Drawings and as specified herein. This work shall include, but not be limited to: site clearing and grubbing; root -raking; stripping; removal of muck and other unsuitable material; proof rolling; earthwork for site grading, including dewatering, excavation, filling or backfilling, and compaction; supplying approved fill material; final site grading; and other related requirements. B. The operations specified herein shall be performed within the limits indicated for site grading and other construction, as shown on the Drawings. C. The Contractor shall provide adequate protection against construction activity for all existing m in and structures and utilities, above the surface or underground, including trees that are to re a , other construction activities concurrently occurring on the site. D. Should damage occur to any structure, utility or other facility from these construction activities, repair or replacement to a condition equal to or better than the original shall be immediately made by the Contractor, at no cost to the Owner. E. The Contractor must determine for himself the total volume of all fill materials required for the project site. F. Definitions: 1. Open Areas: Open areas shall be those areas that do not include building sites, paved areas, and street right-of-way and parking areas. 2. Maximum Dry Density. Maximum dry soil unit weight in pounds per cubic foot at optimum moisture content of a specific material as determined by ASTM Test Designation D 1557 (Modified Proctor). 3. Optimum Moisture Content: Percentage of water in a specific soil material at maximum dry density. 1.02 RELATED WORK A. Per local Transportation Standard Specifications for Highway and Bridge Construction, latest edition. 1.03 REFERENCE INFORMATION A. The following pertinent geotechnical investigation report has been prepared. The Contractor shall perform his own site observations/investigations as necessary and obtain and review the contents of the referenced report to become familiar with the site subsurface soil and groundwater conditions. The requirements of the geotechnical report shall prevail where discrepancies between the geotechnical report and the specifications exist. 1.04 QUALITY ASSURANCE A. Testing of materials to be used for fill, determination of unsuitable soil limits, density testing to adequately confirm the specified compaction, proof -rolling and strip subgrade observations shall be made by a Geotechnical Consultant approved by the Owner, at the expense of the Owner, with reports there�rom submitted to the Owner documenting that the testing and compaction requirements as outlined in this specification have been satisfied. If initial density tests fail to meet the specifications, retesting shall be performed by the Owner's Geotechnical Consultant at the expense of the Contractor. Said tests shall be performed for each lift of fill, if more than one is required for the depth of fill, and shall be taken where directed by the Engineer. Should test results be unsatisfactory, the Contractor shall recompact the fill lift and allow for supplemental tests by the Geotechnical Consultant for the area in question. B. A sufficient time shall be allotted for the Geotechnical Consultant to perform all control tests necessary to determine that proper fill material is being used and compaction is being obtained. The Contractor shall schedule filling operations so as to permit the making of the necessary control tests for each layer prior to the placing of subsequent layers. All fill lifts and all stripped or cut subgrades (in pavement and building areas) shall be tested on a general schedule of one (1) test per 7,500 to 10,000 square feet. Building floor slab subgrade shall be tested on a general schedule of one (1) test per 2,500 square feet. More frequent testing may be required, particularly in areas with previous failing density tests. Part 2.00 Products 2.01 MATERIALS A. Suitable materials for fills shall be classified as A-1, A-3, A-2-4, or A-2-6 in accordance with ris trash roots AASHTO Designation M 145 and shall be `nee from vegetation, organic material, deb , and similar deleterious material. Suitable materials for imported fills shall be classified as A-1 or A-3 in accordance with AASHTO Designation M-145 and shall consist of clean, granular soils and be free from vegetation, organic material, debris, trash, roots and similar deleterious material. Not more than t e U.S. No.200 sieve. n b wet ht of fill material shall ass h 15 arca t P P Y 9 than 15 er cent fines 't x ovations which ma contain more The use of fill materials from on si e e c , assin the No. 200 sieve, shall be a roved in writing by the Owner provided Geotechnical Consultant P 9 PP before any reuse. If allowed, the location of placement and additional handling requirements for use of any material not meeting the above specified requirements for suitable materials, must be documented in writing by the testing laboratory and approved by the Engineer prior to placement of said material. B. Suitable Material To Be Placed In Water. Suitable material for fills to be placed in water shall be classified as A-1 or A-3 in accordance with AASHTO Designation M-145. Not more than 15 percent by weight of fill material shall pass the U.S. No. 100 sieve. C. Unsuitable materials are classified as A-2-5, A-2-7, A-4, A-5, A-6, A-7 and A-8 in accordance with AASHTO Designation M-145. Part 3.00 Execution 3.01 PREPARATION A. Clearing, Grubbing, and Stripping 1. Clearing, grubbing, and stripping shall be nerformed in the areas where required, including ditches, paved areas, areas to be excavated, areas where fill will be placed, and where structures will be erected. It shall include the complete removal and satisfactory disposal of all timbers, brush, stumps, weeds, rubbish, root -laden topsoil, and all other obstructions resting on or protruding through the surface of the existing ground. Where excavation is designated within the areas to be cleared and grubbed, all stumps, roots and deleterious material thereby exposed, protruding through or appearing on the surface of the completed excavation, shall be removed to a depth of two feet minimum below the excavated surface and replaced with suitable compacted backfill. Within all areas where clearing and grubbing Is to be done, all stumps, roots, and other debris pro ecting through ora earin on the surface of the round shall be removed to a de th of one (1) foot below the PP 9 9 P , surface. Cleared, grubbed and stripped areas shall be inspected and approved by the Owner s Geotechnical Consultant prior to any subsequent excavation or filling operations. 2. Discing shall be performed within the limits of construction. Designated discing areas shall be mowed and raked to remove cuttings prior to discing operations. The designated areas shall be disced two times such that the first pass is in a direction 90 degrees opposite the second pass and discing operations shall be completed to a depth of 12 -inches. Surficial soils to be removed from the disced areas shall be placed only in non-structural or embankment/berm areas approved by the Engineer soils in disced areas to be filled shall be tested for organic or filling by the Owner's Geotechnical Consultant prior to any in, or filling. If the organic content exceeds 10 percent in areas to be paved, or 5 percent in building areas, the surficial disced soils shall be removed and placed in non structural areas as indicated above. 3. Selective clearing shall be performed in areas shown on the Drawings or as required by the Owner, in order to save selected trees. The tree areas designated to be saved shall be protected from construction equipment by the Contractor in a manner as shown on the Drawings or as approved by the Engineer. 4. Areas to be excavated or filled upon shall be stripped of grass, roots, and any unsuitable material, if present, shall be completely removed. Stripped materials suitable for topsoil shall be raked to remove materials larger than 2 inches in diameter and stockpiled on-site, as directed by the Owner. 5. Timber, stumps, roots, brush, rotten wood and other refuse and unsuitable materials from clearing, grubbing, and stripping operations shall be disposed of either by burning or removal to an approved legal dump area. Burning on-site is permitted provided the Contractor obtains all necessary permits and provides copies to the Owner. Burning, if permitted, shall be done at locations and at times as directed, in a manner that will avoid all hazards such as damage to existing structures, construction progress, trees and vegetation, and interference with traffic. Disposal by burning shall be kept under constant attendance until the fires have burned out or have been extinguished and shall be done in compliance with all State and local laws and regulations relative to the building of flres. 3.02 PERFORMANCE A. Excavation 1. Excavation shall conform to the limits indicated on the Drawings or specified herein. This work shall include shaping and sloping and other work necessary in bringing the earthwork to the required grade, alignment and cross-section. 2. All suitable materials removed from excavation areas shall be used as far as practicable in future pavement or building areas, or in the formation of embankments, subgrades, shoulders, building sites and other places as shown on the Drawings, or as directed by the Engineer. All suitable excavated material shall be considered property of the Owner and shall not be removed from the property without permission of the Owner. Excess excavated suitable material shall be stockpiled on-site at a location approved by the Owner and Engineer. 3. Suitable on-site excavated materials containing silty, and slightly clayey to clayey fine sands shall be sufficiently dried b surface spreading and discing if necessary, or by mixing with cleaner fine sands prior to reuse7placement in fill areas, as directed by the Owner's Geotechnical Consultant. 4. Existing or remaining silty and slightly clayey to clayey fine sand materials, as determined by the Owners Geotechnical Consultant, at or below the area of the building slab or foundations shall be removed and replaced (if necessary) to a depth of 24 -inches (minimum), as directed by the Owner's Geotechnical Consultant, with suitable compacted structural materials. Muck, organic, silty and clayey sediments, or other unsuitable materials encountered under fill areas, structures, pavement areas, underground utilities and/or as shown on the drawings, shall be excavated and removed as directed by the Owner's Geotechnical Consultant. Removal of unsuitable material in areas where buildings are to be constructed shall include the area under the building and extend to a minimum of ten (10) feet beyond the building limits, or as directed by the Engineer. Removal of unsuitable material in areas where pavement is to be placed shall include the area under the surfacing and extend to a minimum of five (5) feet beyond the outside edges, or as directed by the Owner's Geotechnical Consultant. At locations where underground utilities (piping, etc.) are to be installed with a top (crown) elevation above the bottom surface of any unsuitable material, removal shall be completed to a minimum width of three (3) feet outside the utility alignment. 5. Muck, organic, silty and clayey sediments, and other unsuitable material excavated under the requirements of this Section shall be disposed of off-site, unless otherwise indicated on the Drawings or as directed by the Owner, at the Contractor's expense. SECTION 02210 - SITE EARTHWORK - CONTINUED D. Fills and Compaction 1. Suitable backfill or fill material shall be provided, placed and compacted where unsuitable material has been removed, and as required to perform construction and elevate the site to the finish grades, as shown on the Drawings. Materials to be used for fill shall be approved by the Owner s Geotechnical Consultant prior to their placement. If a suitable fill material source is available within the limits of the project, the Owner may allow the use thereof and shall designate the borrow site whereby the Contractor may acquire the fill. If a suitable fill material source is not available on the project site; the Contractor shall furnish the necessary additional suitable fill material to complete the work to the lines and grades indicated on the Drawings. Off-site fill sources shall be tested and approved by the Owners Geotechnical Consultant prior to moving any material on-site. 2. Areas excavated to building and pavement subgrade elevations, and excavated areas required to be filled shall be leveled, compacted, and tested prior to placement of fill material. Compaction shall be b me m letin the y ans of a vibrating drum roller or by other suitable methods capable of co p g work in an efficient manner. The vibratory drum roller shall have a- minimum static drum weight of 20,000 pounds and be capable of exerting a minimum impact energy of 36,000 pounds. Soft, pumping, disturbed, unsuitable or yielding soils encountered during compaction shall be brought to the attention of the Owners Geotechnical Consultant to determine whether over -excavation and replacement, of any of these types of materials is required. A minimum of 10 overlapping passes in a cess -cross pattern shall be made with the vibratory drum roller to initially compact the subject areas. Compaction shall continue until a minimum density equivalent to 95 percent of the Maximum Modified Proctor Density is achieved in accordance with ASTM D-1557. Compaction shall be tested for a minimum depth of three (3) foot below the excavated or stripped surface in pavement areas, and a minimum of three (3) feet below building areas. 3. The backfill and fill materials shall be placed and compacted as specified hereinafter. Fills shall be constructed of approved suitable material placed at a moisture content near optimum in successive uniform lifts of not more than twelve (12) inches in depth loose measure, and compacted by the use of a vibrating steel wheel roller as described above, or other suitable method(s). Thickness of layers may be increased (to no greater than 18 inches loose) provided the equipment and methods used are proven by field density testing to be capable of compacting thicker layers to specified densities. Layer thickness shall be decreased if equipment and methods used are proven to be incapable of compacting layers to specified densities. Where applicable, the first lift may be up to eighteen (18) inches above the groundwater table, if approved by the Owners Geotechnical Consultant to serve as a working platform for the compaction equipment. The use of this procedure does not relieve the Contractor of the requirement to achieve the specified density for a minimum depth of 1 or 2 feet below the natural grade depending on the area. 4. Fills shall be compacted to a density of not less than 95 percent of its maximum Modified Proctor Density as determined by ASTM D-1557. The subgrade materials immediately below the building floor slab, ootings, pavement base, subbase, and base shall be re compacted to a minimum of 98 percent of ASTM D-1557 just prior to the Darden Concept building slab, footing or pavement subbase construction. Should tests indicate unsatisfactory results, compaction procedures shall continue until subsequent tests indicate the stipulated requirements. 5. Backfill soils placed adjacent to footings or walls below grade shall be carefully compacted with a light rubber -tired roller or vibratory plate compactor to avoid damaging the footings or walls and shall be compacted to 98 percent of ASTM D-1557 around footings (and slabs), and to 95 percent of ASTM D-1557 against below grade walls. Suitable sand fills placed in footing excavations above the bearing level, and in other areas which are expected to provide support or foundation embedment constraint (including all pipeline or utility excavations within the structure and pavement areas), shall be placed in loose lifts not exceeding 12 inches and shall be compacted to a minimum of 98 percent of the maximum modified Proctor dry density (ASTMD-1557). 6. Suitable fill materials containing silty, slightly clayey to clayey fine sand materials which exhibit characteristics of high plasticity or wetness, spongy and/or unstable conditions, shall be sufficiently air-dried or adequately mixed with cleaner fine sands prior to use for fill. Placement of these materials in fill areas shall be directed by the Owners Geotechnical Consultant, and such fill materials shall be positioned within lower lift levels of high fill areas, with a top elevation a minimum of four (4) feet below any proposed pavement surface or structure foundation or slab, unless of , herwise approved by the Owners Geotechnical Consultant. 7. Fine sands to slightly silty fine sands classified as suitable fill materials, as determined by the Owner's Geotechnical Consultant, excavated from on-site areas shall be placed in the upper levels in all fill areas. 8. The preceding specified placement and compaction shall be required within the specified areas, and to the depths described as follows: a. Structures (foundations and slabs): Under the complete structure and to a dimension ten (10) feet outside the maximum perimeter of the structure; from the pre compacted surface up to an elevation specifically required for placement of the structure slab or foundation. b. Pavement: The full area beneath the surfacing and extending five (5) feet beyond the outside ed es - eva 'on of thereof• from the surface of a ave c n lace soil u to the bottom el ti r d lea an 9 � PP P P the base or subbase course. Soil material within 18 inches of the bottom of the subbase course, whether in situ or filled material, shall have not more than 12 percent by weight of material pass the U.S. No. 200 sieve. b. Sidewalks: For a width three (3) feet beyond each side of the walk; from the surface of approved clean in-place soil to the finish grade. d. Utilities (piping, etc.): For a width three (3) feet beyond each side of the utility, from the surface of approved clean in-place soil to the finish grade. 9. In areas of fill placement requiring reater than four feet or more of structural fill (where building structures or pavement are proposed, the completed fill area shall be allowed to settle for a period of not less than 60 days prior to construction of the building foundation construction or construction of the pavement base or subbase course. Settlement plates shall be installed by the Owner's Geotechnical Consultant for monitoring purposes in higher fill areas. 10. The Contractor shall maintain the surface of the fill to prevent ponding or collection of surface runoff and subsequent saturation of compacted or uncompacted layers. When inclement weather can reasonably be expected during off -shift hours, any uncompacted layer shall be rolled to provide a surface seal. During periods of inclement weather, the Contractor shall control surface runoff in such a manner as to prevent erosion of the fill or slope surfaces. 11. Should suitable excavated material exceed the backfill and fill requirements, said excess suitable fill shall be hauled off site to a location approved by the Owner. 12. Some types of excavated unsuitable material may be adequately mixed with suitable fill material and may be used in open areas of the project if approved in writing by the Owner's Geotechnical Consultant and En ineer. Unsuitable material to be mixed shall be raked to remove all materials larger than two (21 inches in diameter prior to mixing. In no case shall such mixed material be used to fill under structures, pavements, sidewalks or utilities. The extent of mixing and suitability of them nd the aterial to be mixed shall be approved by the Owners Geotechnical Consultant a Engineer. 13. Mixed fill material, as specified above, shall be placed in layers of not more than 12 inches in depth measured loose. When dry or as directed by the testing laboratory or Engineer, this layer shall be disced and harrowed to break up large pieces of the materal. The above density requirements shall not apply to unsuitable material placed. E. Grading 14.Grading shall be performed over the total construction area, as indicated or: the Drawings. This work shall include all cutting and filling necessary in order to comply with the elevations shown on the Drawings. 15.The final finish grading shall provide a surface, which is within 0.1 foot of the required elevations shown on the Drawings, unless otherwise approved by the Engineer. Finished grades shall be uniform between final contours, and shall not include abrupt changes in grade, potholes, or eroded areas. Where grading meets with the existing surface, a smooth interface shall be provided. Roundings shall be provided at the top and bottom of embankments, dikes or other breaks in grade. Around buildings and other structures, the finish grade shall slope away from walls in all directions at j4 -inch per foot minimum for at least ten (10) feet. Allowance shall be made in finish grading elevations for sodding or other surface treatment, as indicated on the Drawings. END OF SECTION SECTION 02220 - STRUCTURE EXCAVATION AND BACKFILL Part 1.00 General 1.01 WORK INCLUDED A. The work specified in this Section consists of furnishing all labor, materials and equipment, and performing all operations required to complete the site preparation, earthwork and grading as shown on the Drawings and as specified herein for construction of the storm drainage, sanitary sewer, and water distribution system structures. This work shall include, but not be limited to site clearing and grubbing; stripping; dewatering; removal of muck and other unsuitable material; earthwork for grading around structures; excavation; backfilling; compaction; supplying approved fill material; final grading; and other related requirements. B. The operations specified herein shall be performed within the limits indicated for site grading and other construction, as shown on the Drawings. C. The Contractor shall provide adequate protection against construction activity for all existing structures and utilities, above the surface or underground, including trees that are to remain, and other construction activities concurrently occurring on the site. D. Should damage occur to any structure, utility or other facility from these construction activities, repair or replacement to a condition equal or better than the original shall be immediately made by the Contractor, at no cost to the Owner. E. Definitions: 1. Maximum Density. Maximum weight in pounds per cubic foot of a specific material as determined by ASTM Test Designation D-1557. 2. Optimum Moisture: Percentage of water in a specific material at maximum density. 1.02 RELATED WORK A. Section 02210 - Site Earthwork B. Section 02221- Trenching, Back -filling and Compaction for Utility and Drainage Systems C. Section 2530 - Dewatering System 1.03 REFERENCE INFORMATION A.If a geotechnical report pertaining to the site has been prepared, it may be obtained from the Engineer upon request. B. Contractor may obtain copies of standard specifications from the City, at his own expense, for requirements of related standards. SECTION 02220 - STRUCTURE EXCAVATION AND BACKFILL - CONTINUED 1.04 QUALITY ASSURANCE A. Density tests to adequately confirm the specified compaction shall be made by a testing laboratory approved by the Owner, at the expense of the Owner, with reports therefrom submitted to the Owner documenting that the compaction requirements as outlined in this specification have been satisfied. If initial density tests fail to meet the specifications, retesting shall be done at the expense of the Contractor. Said tests shall be performed for each lift of fill, if more than one is required for the depth of fill, and shall be taken where directed by the Engineer. Should test results be unsatisfactory, the Contractor shall recompact the fill and provide supplemental tests for the area in question. B. A sufficient time shall be allotted for the testing laboratory to perform all control tests necessary to determine that proper fill material is being used and compaction is being obtained. The Contractor shall schedule backfilling operations so as to permit the making of the necessary control tests for each layer prior to the placing of subsequent layers. Part 2.00 Products 2.01 MATERIALS A. Suitable materials for fills shall be classified as A-1, A-3, A-2-4, or A-2-6 in accordance , with AASHTO Designation M-'45 and shall be free from. vegetation, organic material, debris, trash, roots and similar deleterious material. Suitable materials for imported fills shall be classi ted as A-1 or A-3 in accordance with AASHTO Designation M-145 and shall consist of clean, granular soils and be free from vegetation, organic material, debris, trash, roots and similar deleterious material. Not more than 15 percent by weight of fill material shall pass the U.S. No. 200 sieve. B. Suitable Material To Be Placed In Water: Suitable material for fill to be placed in water shall be classified as A-1 or A-3 in accordance with AASHTO Designation M-145. Not more than 15 percent by weight of fill material shall pass the U.S. No. 100 sieve. C. Unsuitable materials are classified as A-2-5, A-2-7, A-4, A-5, A-6, A-7 and A-8 in accordance with AASHTO Designation M-145. D. Graded Limerock: Material for backfill below precast structures shall be graded limerock equal to state DOT specifications. E. Select Material: Select material shall be suitable material that does not contain any rock larger than that which will pass through a 3 -inch diameter ring. Part 3.00 Execution 3.01 PREPARATION A. Clearing, Grubbing, and Stripping B. Clearing, grubbing, and stripping shall be performed in the areas where required for the proper installation of structures at locations shown on the Drawings. It shall include the complete removal and satisfactory disposal of all timbers, brush, stumps, weeds, rubbish, topsoil, and all other obstructions resting on or protruding through the surface of the existing ground. C. Selective clearing shall be performed in areas shown on the Drawings or as required by the Owner, in order to save plantings, shrubbery, trees, utility poles, or structures. The above items, where designated by the Owner or Engineer, shall be transplanted, relocated, braced, shored, or otherwise protected and preserved. 3.02 PERFORMANCE A. Excavation: 1. The Contractor shall perform all excavation of every description and of whatever substances encountered, to the dimensions required for construction and as specified herein. All excavations shall be made by open cut. 2. Slopes of temporary excavations below 4 feet deep should be sloped at 1.5 horizontal (H) to 1 vertical (V) or flatter and be protected from seepage and erosion. Temporary excavations greater than 10 feet should have side slopes of 2H: 1V or flatter or be properly sheeted and braced. s et of workmen Excavation areas shall be properly sheeted and braced if required to protect the of y , the general public, this or other work or structures, or excavation walls. Excavation for the structures shall be sufficient to provide a clearance between their outer surfaces and the face of the excavation, sheeting, or bracing, of not less than 2 feet. Materials encountered in the excavation which have a tendency to slough or flow into the excavation, undermine the banks, weaken the overlying strata, or are otherwise rendered unstable by the excavation operation shall be et ods. retained by sheeting, stabilization, grouting or other approved m h 3. Excavation for the structures shall be carried to an elevations one (1) foot lower than the proposed outside bottom of the structure to provide space for the select backfill material. Any unsuitable material encountered below proposed structures shall be removed and replaced with suitable material. Prior to placing the select backfill, the excavation shall be leveled so that it is reasonably uniform over the area to be occupied by the structure. t e structure wh ere dewaterin to the bottom of h ct res sha I be carried down 4. Excavation for stru u I 9 methods are such that a dry excavation bottom is exposed and the naturally occurring material at this elevation leveled and left ready to receive the structure. 5. Any water which accumulates in the excavations for structures shall be removed promptly by well point system or by other means satisfactory to the Engineer in such a manner as to not cause in jury to public health, to public or private property, to work completed or in progress, to the surface of the streets, or cause any interference with the use of the same by the public. Pumps and engines for dewatering systems shall be operated with mufflers and at a minimum noise level suitable to a residential area. The Contractor shall be responsible for any nuisance created due to the disposal of water from his drainage system. 6. All excess suitable material shall be stockpiled on-site at a location approved by the Owner and Engineer. Muck, organic, silty and clayey sediments, and other unsuitable material excavated under the requirements of this Section shall be disposed of offsite, unless otherwise indicated on the Drawings or as directed by the Owner, at the Contractor's expense. B. Backfills and Compaction 1. The space between the proposed outside bottom of the structure and the bottom of the excavation shall be backfilled with graded limerock and leveled to receive the proposed structure. 2. Suitable backfill material shall be provided, placed and compacted around the structures as required to fill the excavated area up to finish grades, as shown un the Drawings. Materials to be used for fill shall be approved by the Engineer prior to their placement. If a suitable fill material source is available within the limits of the project, the Owner may allow the use thereof and shall designate the borrow site whereby the Contractor may acquire the fill. If a suitable fill material source is not available on the project site; the Contractor shall furnish the necessary additional fill material to complete the work to the lines and grades indicated on the Drawings. 3. Excavated areas below proposed structures shall be leveled, compacted and tested prior to Placement of the structure and any backfill material. Compaction shall be to a minimum density equivalent to 95 percent of the Maximum Modified Proctor Density in accordance with ASTM D-1557 and as tested for a minimum depth of two (2) feet below the bottom of structure slabs. 4. The backfill under and around structures shall be placed and compacted as specified hereinafter. Fills shall be constructed of suitable material placed in successive lifts of not more than 12 inches in depth loose measure, and compacted by the use of a vibrating steel wheel roller or other suitable method(s). Thickness of layers may be increased provided the equipment and methods used are proven by field density testing to be capable of compacting thicker layers to specified densities. Layer thickness shall be decreased if equipment and methods used are proven to be incapable of compacting layers to specified densities. Where applicable, the first lift may be up to eighteen (18) inches above the groundwater table, if approved by the Engineer, to serve as a working platform for the compaction equipment. The use of this procedure does not relieve the Contractor of the requirement to achieve the specified density for a minimum depth of one (1) foot below the natural grade. 5. Backfills shall be compacted to a density of not less than 95 percent of its Maximum Modified Proctor Density in accordance with ASTM D-1557. Should tests indicate unsatisfactory results, compaction procedures shall continue until subsequent tests indicate the stipulated requirements. END OF SECTION SECTION 02221 - TRENCHING, BACKFILLING AND COMPACTION FOR UTILTY AND DRAINAGE SYSTEMS Part 1.00 General 1.01 WORK INCLUDED A. The work specified in this Section consists of furnishing all labor, materials and equipment, and performing all operations required to complete the site preparation, earthwork and grading as shown on the Drawings and as specified herein for construction of the utility and drainage systems consisting of piping and appurtenances. This work shall include, but not be limited to: site clearing and grubbing; stripping; dewatering; trenching; bed preparation; removal of muck and other unsuitable material; earthwork for grading above and around utility and drainage system improvements; excavation; backfilling; compaction; supplying approved fill material; final site grading; and other related requirements. B. The operations specified herein shall be performed within the limits indicated for site grading and other construction, as shown on the Drawings. C. The Contractor shall provide adequate protection against construction activity for all existing structures and utilities, above the surface or underground, including trees that are to remain, and other construction activities concurrently occurring on the site. D. Should damage occur to any structure, utility or other facility from these construction activities, repair or replacement to a condition equal or better than the original shall be immediately made by the Contractor, at no cost to the Owner. E. Definitions: 1. Maximum Density. Maximum weight in pounds per cubic foot of a specific material as determined by ASTM Test Designation D-1557. 2. Optimum: Moisture: Percentage of water in a specific material at maximum density. 1.02 RELATED WORK A. Section 02210 - Site Earthwork B. Section 02220 - Structure Excavation and Backfill C. Section 02530 - Dewatering System 1.03 REFERENCE, INFORMATION A. Contractor may obtain the geotechnical reports) pertaining to the site from the Owner. B. Contractor may obtain a copy of standard specifications from the City, at his own expense, for requirements of related standards. SECTION 02221 - TRENCHING, BACKFILLING AND COMPACTION FOR UTILTY AND DRAINAGE SYSTEMS - CONT'D. 1.04 QUALITY ASSURANCE A. Density tests to adequately confirm the specified compaction shall be made by a testing laboratory approved by the Engineer, at the expense of the Owner, with reports therefrom submitted to the Engineer documenting that the compaction requirements as outlined in this specification have been satisfied. If initial density tests fail to meet the specifications, retesting shall be done at the expense of the Contractor. Said tests shall be performed for each lift of fill, if more than one is required for the depth of fill, and shall be taken where directed by the Engineer. Should test results be unsatisfactory, the Contractor shall recompact the fill and provide supplemental tests for the area in question. B. A sufficient time shall be allotted for the testing laboratory to perform all control tests necessary to determine that proper fill material is being used and compaction is being obtained. The Contractor shall schedule backfilling operations so as to permit the making of the necessary control tests for each layer prior to the placing of subsequent layers. Part 2.00 Products 2.01 MATERIALS A. Suitable materials for fills shall be classified as A-1, A-3, A-2-4, or A-2-6 in accordance, with AASHTO Designation M-145 and shall be free from vegetation, organic material, debris, trash, roots and similar deleterious material. Suitable materials for imported fills shall be classified as A-1 or A-3 in accordance with AASHTO Designation M 145 and shall consist of clean, granular soils and be free from vegetation, organic material, debris, trash, roots and similar deleterious material. Not more than 15 percent by weight of fill material shall pass the U.S. No. 200 sieve. B. Suitable Material To Be Placed In Water: Suitable material for fill to be placed in water shall be classified as A-1 or A-3 in accordance with AASHTO Designation M 145. Not more than 15 percent by weight of fill material shall pass the U.S. No. 100 sieve. C. Unsuitable materials are classified as A-2-5, A-2-7, A-4, A-5, A-6, A-7 and A-8 in accordance with AASHTO Designation M-145. D. Granular Backfill Material: Material for backfill below precast structures shall be conform to state DOT specifications. Part 3.00 Execution 3.01 PREPARATION A. Clearing, Grubbing, and Stripping Clearing, grubbing, and stripping shall be performed in the areas where required for proper installation of all piping and appurtenances at locations shown on the Drawings. It shall include the complete removal and satisfactory disposal of all timbers, brush, stumps, weeds, rubbish, topsoil, and all other obstructions resting on or protruding through the surface of the existing ground. B. Selective clearing shall be performed in areas shown on the Drawings or as required by the Owner, in order to save plantings, shrubbery, trees, utility poles, or structures. The above items, where designated by the Owner or Engineer, shall be transplanted, relocated, braced, shored, or otherwise protected and preserved. 3.02 PERFORMANCE A. Excavation: 1. The Contractor shall perform all excavation of every description and of whatever substances encountered, to the dimensions and depth shown on the Drawings or as directed by the Engineer. All excavations shall be made, by open cut, unless otherwise specified on the Drawings. All existing utilities such as pipes, poles and structures shall be carefully supported and Protected from injury, and in case of damage, they shall be restored or replaced at the Contractors expense. 2. Where trench widths are limited by right -of way and/or easement widths, property line restrictions, existing adjacent improvements, or other restrictions, trench walls shall be kept vertical, and, if . required to protect the safety of workmen, the general public, this or other work or structures, or to maintain trench widths specified on the Drawings or hereinafter specified, shall be properly sheeted and braced. Where wood sheeting or certain designs of steel sheeting are used, the sheeting shall be cut off at a level 2 feet above the top of the installed pipe and that portion below that level shall be left in place. If interlocking steel sheeting is used, it may be removed, ut a or alt nment of the providing removal can be accomplished witho disturbing the bedding, pip g pipe. Any damage to the pipe bedding, pipe or alignment of the constructed utility caused by removal of sheeting shall be cause for rejection of the affected portion of the work. Not more than 100 feet of trench shall be opened ahead of pipe laying operations at one time unless a greater length of open trench is approved by the Engineer. Iimi ed b - - d or easement widths ro ert 3. In areas where trench widths are not I t y right of way, an / p p y line restrictions, existing adjacent improvements, including pavements, structures and other utilities, s m st le an le of re ose of the c of traffi c the trench side a be slo ed to a ab ai tenon e and m n 9 Y P F excavated material. A substantially and safely constructed movable shield, box or mole may be used in place of sheeting when the trench is opened immediately ahead of the shield and closed immediately behind the shield as pipe laying proceeds inside the shield. 4. Ladders or steps shall be provided for and used by workmen to enter and leave trenches. f e to of the i e 5. Pipe trenches for utility lines shall be excavated to a width within the limits o th p p p and the trench bottom so as to provide a clearance on each side of the pipe barrel, measured to the face of the excavation or sheeting, if used, of 8 inches to 12 inches. Where the pipe size exceeds 12 inches, the clearance shall be from 12 inches to 18 inches. All pipe trenches shall be excavated to a level 8 inches below the outside bottom of the proposed pipe barrel. 6. Excavation for appurtenances shall be sufficient to provide a clearance between their outer surfaces and the face of the excavation or sheeting, if used, of not less than 12 inches. Manhole excavations shall be carried to sufficient depth to permit their construction on the undisturbed bottom of the excavation. 7. Materials removed from the trenches shall be stored and disposed of in such a manner that they will not interfere unduly with traffic on public streets and sidewalks and they shall not be placed on private property. In congested areas, such materials that cannot be stored adjacent to the trench or used immediately as backfill, shall be removed to places of storage, as approved by the Engineer. 8. All materials suitable for use as backfill shall be hauled to and used in areas where not enough suitable material is available from the excavation. 9. All excess suitable or unsuitable material shall be disposed of as directed by the Engineer. Material disposed of within the limits of the project shall be finish graded upon completion of the work. Material to be removed from the project shall be hauled away and disposed of at the Contractor's expense. 10. Trench Stabilization: No claim for extras, or additional payment will be considered for cost i to a as a result of h bottoms i h are rendered soft or ans bl incur -ed in the stabilization of trenc wh c construction methods, such as improper or inadequate sheeting, dewatering or other causes. In no event shall pipe be installed when such conditions exist and the Contractor shall correct such conditions so as to provide proper bedding or foundations for the proposed installations at no additional cost to the Owner, B. Removal of Water: 1. It is a basic requirement of these specifications that excavations shall be free from water before pipe or structures are installed. 2. The Contractor shall provide all necessary pumps, underdrains, well -point systems, and other means for removing water from trenches and other parts of the work. The Contractor shall continue dewatering operations until the backfill has progressed to a sufficient depth over the pipe to prevent flotation or movement of the pipe in the trench and so that it is above the natural water table. 3. Water from the trenches and excavation shall be disposed of in such a manner as will not cause in jury to public health, to public or private property, to the work completed or in progress, to the surface of the streets, or cause any interference with the use of the same by the public. The Contractor shall submit his proposed methods of handling trench water and locations at which the water will be disposed of to the Engineer for approval and shall receive approval before starting the excavation. The Contractor shall obtain and pay for all additional required permits from state or local agencies for dewatering activities. 4. Pumps and engines for dewatering systems shall be operated with mufflers and at a minimum noise level suitable to a residential area. The Contractor shall be responsible for any nuisance created due to the disposal of water from his drainage system. C. Pipe Bedding: 1. As described above, all pipe trenches shall be excavated to a level 8 inches below the outside bottom of the proposed pipe barrel for rigid pipe and up to 4 inches above crown for flexible (ADS or similar) pipe. The resulting excavation shall be backfilled with approved pipe bedding material, up to the level of the lower one-third of the proposed pipe barrel. This backfill shall be tamped and compacted to provide proper bedding for the pipe and shall then be shaped to receive the pipe. Bedding shall be provided under the branch of all fittings to furnish adequate support and bearing i i s i field limerock or similar under the fitting. Bedding material for p p ng hall be pea rock, dna n , materials as approved by the Engineer. Limerock screenings, sand or other suitable material from the excavation may be used for bedding material when pipe is installed above the natural water table. 2. Any excavation below the levels required for installation of the pipe bedding shall be backfilled with approved bedding material provided by the Contractor, tamped, compacted and shaped to provide proper support for the proposed pipe, at no additional cost to the Owner. D. Backfills and Compaction 1. Backfilling of trenches shall not be allowed until the work has been approved by the Engineer, pressure tested if required, and the Engineer indicates that backfilling may proceed. Any work which is covered or concealed without the knowledge and consent of the Engineer shall be uncovered or exposed for inspection at no cost to the Owner. Partial backfill may be made to restrain the pipe during pressure testing. 2. Backfill material shall be suitable material as described herein. Backfill material placed within 1 foot of piping and appurtenances shall not contain any stones or rocks larger than 2 inches in diameter (1 inch for PVC pipe) and no stones or rocks larger than 6 inches in diameter will be permitted in any backfill. 3. If a sufficient quantity of suitable backfill material is not available from the trench or other excavations within the site of the work, the Contractor shall provide additional material suitable for this purpose. The additional material shall be installed as specified herein. 4. Suitable backfill material containing no stones or rocks larger than 2 inches shall be placed in 6 -inch layers and thoroughly tamped to a depth of 12 inches over the top of the pipe. Particular attention and care shall be exercised in obtaining thorough support for the branch of all service connection fittings and compaction of the fill under the haunches of the pipe. Care shall be taken to preserve the alignment and gradient of the installed pipe. 5. After the backfill has been placed to a level 12 inches over the waterline or force main pipe, the remainder of the backfill shall be placed in layers, not to exceed 12 inches, and compacted with mechanical vibrators or other suitable equipment, to obtain a density of the backfilled material of not less than 98 percent of its maximum density as hereinafter defined. Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO. ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 THIS SHEET PROVIDED FOR REFERENCE ONLY. NOTES PROVIDED IN CIVIL PLANS SUPERSEDE SPECIFICATIONS SHOWN HERE. F_ 4 Z 01 L�L • r U) W 0Y Z Q J Q E_ I I Issue Date: 5/21/12 REVISION INFORMATION 2 08-17-2012 PLAN REVIEW COMMENTS Restaurant #: 10G0074 OLIVE GARDEN 10206 N M ICH IGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING CIVIL SPECIFICATIONS (SHEET 1 OF 7) CS1 I'll, a) Q :n Q) >, n E 0 N N 0 N Ili N 1s 73 N Cn 0 0) 3 7 V Q) a rn 0 1 N N 0 0 Q 0 1-11C: 0) .F Q) 0 N Z -I Q) E L a 0 1 C Q) L a 0 I _ N 0 ro E (D > Li 0 J I CD Z 0 Y a; E 0 C: Is 1` .� C3 0 0 0 U) a 0 0 = E Y 0 0 - 0 3 m U) U N g 0 V) Q 0 C 0 = �. 4) E Y 0 . o a 0 0 0 0 .o N `0 C °- 3 0 E 0 L 0 4) U >_ 0 0 i C3- 2 O a E 0 0 Q> a `0 a a 0 3 tf I -C = 3 `o Q) 0 0 U) 0 0- a U U 0 a a> 0 0 4, v 0 6 U .` 6 , N 0 0 Q) t Q) C 0 N F a- 61 61 .21a) 0 N .� a 0 U 0 U = 3 t o, 0 0 E U O N -C H SECTION 02221 - TRENCHING, BACKFILLING AND COMPACTION FOR UTILTY AND DRAINAGE SYSTEMS - CONT'D. SECTION 02240 - STABILIZED SUBGRADE 5. After the backfill has been placed to a level 12 inches over the waterline or force main pipe, the remainder of the backfill shall be placed in layers, not to exceed 12 inches, and compacted with mechanical vibrators or other suitable equipment, to obtain a density of the backfilled material of not less than 98 percent of its maximum density as hereinafter defined. 6. After selected backfill has been placed to a depth of 12 inches over the storm drainage and sanitary sewer pipe, backfilling shall proceed to a depth of 30 inches over the pipe by placing the backfill material in 9 -inch layers and thoroughly compacting it with mechanical vibrators. Backfill in this portion of the work shall be compacted to 95 percent of maximum density of the material as hereinafter defined. 7. After the backfill has been placed to a level 30 inches over the storm drainage' and sanitary sewer pipe, the remainder of the backfill shall be placed in layers, net to exceed 12 inches, and compacted with mechanical vibrators or other suitable equipment to obtain a density of the backfilled material of not less than 95 percent of its maximum density as hereinafter defined. 8.For storm drainage and sanitary sewer PiPa in unpaved areas outside the right-of-way,f-waY, the backfill shall be placed to a level 36 inches above the crown of the pipe by placing the backfill material in 9 inch layers and compacted to a minimum density of 95 percent of its maximum density, as hereinafter defined. The remaining backfill shall be placed in layers of not more than 12 inches and compacted to a minimum density of 95 percent of its maximum density. 9. Within paved areas of trench excavation, the base and surfacing shall be reconstructed as specified under Section 02574 - Pavement Removal and Replacement (granular material all the way up). 10. No more than 800 feet of trench with pipe in place shall be partially backfilled at any time. E. Additional Excavation and Backfill: 1. Where unsuitable material, such as organic soils, roots, mulch, other vegetable matter, or other material which, in the opinion of the Geotechnical Engineer, will result in unsatisfactory foundation conditions is encountered below the level of the proposed pipe bedding material it shall be wholly or partially removed as directed by the Geotechnical Engineer and disposed of off-site at the Contractor's expense. Sheeting shall be installed, if necessary, to maintain pipe trenches within the specified limits. The resulting excavation shall be backfilled with suitable backfill material, placed in 6 inch layers, tamped and compacted up to the level of the bottom of the proposed pipe bedding material. Sufficient compaction of this material shall be performed to protect the proposed pipe against settlement. Construction shall then proceed in accordance with the provisions as specified above. 2. Additional excavation shall be performed only when ordered by the Engineer. Where organic or other unsuitable material is encountered in the excavation, the Contractor shall bring the condition to the attention of the Engineer and obtain his determination as to whether or not the material will require removal, prior to preparing the pipe bedding. F. Restoration of Existing Surfaces: Paved and grassed areas disturbed by the operations required under this Section shall be restored to a condition equal to or better than the existing condition or as q 9 indicated on the Drawings and/or specified herein. 3.03 COMPACTION AND DENSITIES A. Methods of control and testing of backfill construction to be employed in this work are: 1. Maximum density of the material in trenches shall be determined by ASTMD-1557. B. Laboratory and field density tests which, in the opinion of the Engineer, are necessary to establish compliance with the compaction requirements of these specifications, will be conducted at the Owner's expense. Tests will be made at depths and locations selected by the Engineer. C. Trench backfill that does not comply with the specified densities, as indicated by such tests, shall be reworked and recompacted until the required compaction is secured, at no additional cost to the Owner. The costs for retesting such work shall be paid for by the Contractor. END OF SECTION SECTION 02232 - GRANULAR SUBBASE MATERIAL Part 1.00 General 1.01 WORK INCLUDED A. The work specified in this Section consists of the construction of a base course composed of granular subbase material. It shall be constructed upon the prepared subgrade in accordance with these specifications and in conformity with the lines, grades, notes and typical cross-sections shown on the Drcwings. 1.02 QUALITY ASSURANCE A. Laboratory analysis shall be complete, and the material accepted by the Engineer prior to placement. Part 2.00 Products 2.01 MATERIALS A. Description: All granular subbase material shall comply with state DOT specifications. B. Gradation: At least 97 percent (by weight) of the material shall pass a 3-1/2 inch sieve and the material shall be graded uniformly down to dust. The fine material shall consist entirely of dust of fracture. C. Quality. 1. The granular subbase material shall be uniform in quality and shall not contain cherty or other extremely bard pieces or lumps, balls or pockets of sand or clay size material in sufficient quantity as to be detrimental to prevent proper bonding, finishing or strength of the granular -subbase material base. Granular subbase material shall be nonplastic, and the plasticity index shall not exceed 5. Part 3.00 Execution 3.01 PERFORMANCE A. Transporting Granular Subbase Material: The granular subbase material shall be transported to the point where it is to be used. over rock previously placed if practicable, and dumped on the end of the preceding spread. No hauling over the subgrade or dumping on the subgrade shall be done. B. Spreading Granular Subbase Material: 1. The granular subbase material shall be spread uniformly, and all segregated areas of fine or coarse rock shall be removed and replaced with well -graded rock. 2. When the specified compacted thickness of the base is greater than 6 inches, the base shall be constructed in two courses. The thickness of the first course shall be approximately one-half the total thickness of the finished base, or enough additional to bear the weight of the construction equipment without disturbing the subgrade. C. Compacting and Finishing Base: 1. General: a. For single course base, after spreading is completed, the entire surface shall be scarified and then shaped so as to produce the required grade and cross-section after compaction. b. For double course base, the first course shall be cleaned of foreign material, bladed and brought to a surface cross-section approximately parallel to that of the finished base. Prior to the spreading of any material for the upper course, the density tests for the lower course shall be made and the Engineer shall have determined that the required compaction has been obtained. After the spreading of the material for the second course is completed, its surface shall be finished and shaped so as to produce the required grade and cross-section after compaction and free of scabs and laminations. 2. Moisture Content: When the material does not have the proper moisture content to insure the required density, wetting or drying will be required. If the material is deficient in moisture, water shall be added and uniformly mixed in by discing the base course to its full depth. If the material contains an excess of moisture, such excess shall be reduced or removed until the required moisture content is attained before being compacted. Wetting or drying operations shall involve manipulation of the entire width and depth of the base as a unit. 3. Density Requirements: As soon as proper conditions of moisture are attained, the material shall be compacted to a density of not less than 98 percent of the maximum density as determined by AASHTO Designation T-180. 4. Density Tests: a. During final compacting operations, if blading of any areas is necessary to obtain the true grade and cross-section. the compacting operations for such areas shall be completed prior to making the density determinations on the finished base. b. At least three density determinations shall be made on each day's final operations on each course, and the density determinations shall be made at more frequent intervals if deemed necessary by the Engineer. 5. Correction of Defects: a. If at any time the subgrade material should become mixed with the base course material, the Contractor shall dig out and remove the mixture, reshape and compact the subgrade and replace the materials removed with clean base material, which shall be shaped and compacted as specified above. b. If cracks or checks appear in the base, either before or after priming, which in the opinion of the Engineer would impair the structural efficiency of the base course, the Contractor shall remove such cracks or checks by rescorifying, reshaping, adding base material where necessary and recompacting. D. Testing Surface: The finished surface of the base course shall be checked with a template cut to required crown and cross-section and with a 15 -foot straightedge laid parallel to the centerline of the road. All irregularities greater than 1/4 inch shall be corrected by scarifying and removing or adding granular subbase material as may be required, after which the entire area shall be recompacted as specified herein before. E. Thickness Determinations: 1. The thickness of the compacted granular subbase material shall be measured at intervals of not more than 200 feet or one test per 10,000 square feet. Measurements shall be taken at various points on the cross-sections prior to the application of the prime coat. 2. The measurements shall be taken in holes through the base of not less than 3 inches in diameter. Where the compacted base is deficient by more than 1/2 inch from the thickness called for on the Drawings, the Contractor shall correct such areas by scarifying to a depth of at least 3 inches and adding granular material. The base shall be scarified and rock added for a distance of 100 feet in each direction from the edge of the deficient area. The affected areas shall then be brought to the required state of compaction and to the required thickness and cross-section. F. Priming and Maintaining: 1. The prime coat shall be applied only when the base meets the specified density requirements and the moisture content in the top half of the base does not exceed 90 percent of the optimum moisture content of the base material. At the time of priming, the base shall be firm and unyielding. 2. The Contractor will be responsible for assuring that the true crown and grade are maintained with no rutting or other distortion and that the base meets all the requirements at the time the surface course is applied. END OF SECTION Part 1.00 General 1.01 WORK INCLUDED A. The work specified in this Section consists of the construction of a stabilized subgrade where indicated on the Drawings. Construction shall be to the uniformity, density and bearing ratio specified hereinafter. Roadways, streets, and parking areas shall be stabilized to the depths and dimensions indicated on the Drawings. B. Definitions: The stabilizing shall be stone per state DOT or as described hereinafter. The required bearing ratio value shall be obtained either by constructing the subgrade of selected materials from the roadway and borrow areas, or by stabilizing the subgrade material by the addition and mixing in of suitable stabilizing material. Such work shall be done in accordance with these specification, a, lines, grades, thicknesses and notes as shown on the Drawings. 1.02 RELATED WORK A. Section 02210 - Site Earthwork Part 2.00 Products 2.01 MATERIALS A. General: The particular type of stabilizing material to be used shall be in accordance with Paragraph 2.01.E hereinafter and shall meet the following requirements: B. Use of Materials from Existing Base: 1. When the utilization of materials from an existing base is called for, the Engineer will direct the locations, placing and distribution of such materials, and this work shall be done prior to the spreading of any additional commercial or local materials. Removal of any section of existing base will not be required until the need for it in maintaining traffic is fulfilled. 2. The utilization of materials from an existing base may be cG:led for in combination with the designated type of stabilizing. C. Commercial Materials: 1. General: Materials that are designated as Commercial Materials that are to be used for stabilizing may be either commercial limerock. limerock overburden or crushed shell, or state DOT specified. 2. Limerock: For limerock and limerock overburden, the percentage of carbonates of calcium and magnesium shall be at least 70, and the plasticity index shall not exceed 10. The gradation of both commercial limerock and limerock overburden shall be such that 97 percent of these materials will pass a 1 -inch sieve. 3. Crushed Shell: Crushed shell for this use shall be mollusk shell (i.e., oysters, mussels, clams, cemented coquina, etc.). Steamed shell will not be permitted. This shell shall meet the following requirements: a. At least 97 percent by weight of the tota! material shall pass a 3-1/2 inch screen and at least 50 percent by weight of the total material shall be retained on the No. 4 sieve. b. Not more than 20 percent by weight of the total material shall pass the No. 200 sieve. The determination of the percentage passing the No. 200 sieve shall be made by washing the material over the sieve. C. In the event that the shell meets the above requirements without crushing, crushing will not be required. D. Local Material: 1. Genera!: Local materials used for stabilizing may be high -bearing -value soils of sand -clay material. The material passing the 40 -mesh sieve shall have a liquid limit not greater than 30 and a plasticity index not greater than 10. 2. Blending: No blending of materials to meet these requirements will be permitted unless authorized by the Engineer. When blending is permitted, the blended material shall be tested and approved before being spread on the roadway or parking area. E. Type B Stabilization: 1. The type of materials, Commercial or Local, shall be at the Contractor's option. 2. No separate payment for stabilizing materials will be made. 3. Under this method, it shall be the Contractors responsibility that the finished subgrade section meets the bearing value requirements, regardless of the quantity of stabilizing materials necessary to be added. Also under this method, full payment will be made for any areas where the existing sub -grade materials meet the design bearing value requirements without the addition of stabilizing additives, as well as areas where the Contractor may elect to place select high -bearing materials from other sources, within the limits of the stabilizing. 4. After the subgrade grading operations have been substantially completed, the Contractor shall make his own determination as to the quantity (if any) of stabilizing material, of the type selected by him, necessary for compliance with the bearing value requirements. The Contractor shall notify the Engineer of the approximate quantity to be added, and the spreading and mixing in of such quantity of materials shall meet the approval of the Engineer as to uniformity and effectiveness. Part 3.00 Execution 3.01 PREPARATION A. General: 1. Prior to the beginning of stabilizing operations, the area to be stabilized shall have been constructed to an elevation such that upon completion of stabilizing operations the completed stabilized subgrade will conform to the lines, grades and cross-section shown in the plans. Prior to the spreading of any additive stabilizing material, the surface of the subgrade shall be brought to a plane approximately parallel to the plane of the proposed finished surface. 2. The subgrade to be stabilized may be processed in one course, unless the equipment and methods being used do not provide the required uniformity, particle size limitation, compaction and other desired results, in which case, the Engineer will direct that the processing be done in more than one course. 3.02 APPLICATION A. Stabilizing Material: 1. When additive stabilizing materials are required, the designated quantity shall be spread uniformly over the area to be stabilized. 2. When materials from an existing base are to be utilized in the stabilizing .at a particular location, all of such materials shall be placed and spread prior to the addition of other stabilizing additives. 3. Commercial stabilizing material shall be spread by the use of mechanical material spreaders except that where use of such equipment is not practicable other means of spreading may be used, but only upon written approval by the Engineer of the proposed alternate method. B. Mixing: 1. The mixing shall be done with rotary tillers, or other suitable equipment. The area to be stabilized shall be thoroughly mixed throughout the entire depth and width of the stabilizing limits. 2. The mixing operations, as specified, will be required regardless of whether the existing soil, or any select soils placed within the limits of the stabilized sections, have the required bearing value without the addition of stabilizing materials. C. Maximum Particle Size of Mixed Materials: At the completion of mixing, all particles of material within the limits of the area to be stabilized shall pass a 3-1/2 inch ring. Any particles not meeting this requirement shall be removed from the stabilized area or shall be broken down so as to meet this requirement. D. Compaction: After the mixing operations have been completed and requirements for bearing value, uniformity and particle size have been satisfied, the stabilized area shall be compacted, in accordance with Paragraph 3.03.8 hereinafter. The materials shall be compacted at a moisture content permitting the specified compaction. If the moisture content of the material is improper for attaining the specified density, either water shall be added or the material shall be permitted to dry until the proper moisture content for the specified compaction is reached. E. Finish Grading: The completed stabilized subgrade shall be shaped to conform with the finished lines, grades and cross-section indicated in the Drawings. The subgrade shall be checked by the use of elevation stakes, or other means approved by the Engineer. F. Requirements for Condition of Completed Subgrade: 1. After the stabilizing and compacting operations have been completed, the subgrade shall be firm and substantially unyielding, to the extent that it will support construction equipment and will have the bearing value required by the Drawings. 2. All soft and yielding material, and any other portions of the subgrade that will not compact readily, shall be removed and replaced with suitable material and the whole subgrade brought to line and grade, with proper allowance for subsequent compaction. G. Maintenance Of Completed Subgrade: After the subgrade has been completed as specified above, the Contractor shall maintain it free from ruts, depressions and any damage resulting from the hauling or handling of materials, equipment, tools, etc. It shall be the Contractors responsibility to maintain the required density until the subsequent base or pavement is in place. Such responsibility shall include any repairs, replacement, etc., of curb and gutter, sidewalk, etc., which might become necessary in order to recompact the subgrade in the event of underwash or other damage occurring to the previously compacted subgrade. Any such work required for recompaction shall be at the Contractor's expense. Ditches and drains shall be constructed and maintained along the completed subgrade section to provide adequate drainage. 3.03 FIELD QUALITY CONTROL A. Bearing Value Requirements: 1. General: Bearing value samples will be obtained and tested by the Engineer at completion of satisfactorymixing axing of the stabilized area. For any area where the bearing value obtained is deficient from the value indicated in the Drawings, in excess of the tolerances established herein, additional stabilizing material shall be spread and mixed in accordance with 3.02.B.1 & 2. This reprocessing shall be done for the full width of the roadway being stabilized and longitudinally for a distance of 50 feet beyond the limits of the area in which the bearing value is deficient. The Contractor shall make his own determination of the quantity of additional stabilizing material to be used in reprocessing. B. Density Requirements: 1. General: Within the entire limits of the width and depth of the areas to be stabilized, the minimum density acceptable at any location will be 98 percent of the maximum density as determined by AASHTO T-180, Test Method D. C. Testing: Tests for the subgrade bearing capacity and compaction shall be located no more than 300 feet apart and shall be staggered to the left, right, and on the centerline of roadways, and at a frequency of one test per 1,100 square yards of stabilized area in parking areas, at locations to be determined by the Engineer. END OF SECTION SECTION 02276 - TEMPORARY EROSION AND SEDIMENTATION CONTROL Part 1.00 General 1.01 WORK INCLUDED A. The work specified in this Section consists of designing, providing, maintaining and removing temporary erosion and sedimentation controls as necessary. B. Temporary erosion controls include, but are not limited to, grassing, mulching, seeding, watering and reseeding on-site surfaces and spoil and borrow area surfaces, and providing interceptor ditches of ends of berms, installing staked silt barriers or floating silt barriers at those locations which will ensure that erosion and pollution during construction will be prevented in accordance with state DOT Standard Specifications for Road and Bridge Construction. C. Contractor is responsible for providing effective temporary erosion and sedimentation control measures during construction or until final controls become effective, so as to ensure that sedimentation and/or turbidity problems are not created in the receiving water bodies. The Contractor shall be responsible for the correction of an erosion shoaling, or water quality problems that result from the P Y 9 q Y construction or operation of the surface water management system. D. Sufficient precautions shall be taken during construction to minimize the runoff of polluting substances such as silt, clay, fuels, oils, bitumens, calcium chloride, or other polluting materials harmful to humans, fish, or other life, into the supplies and surface waters of the State. Control measures must be adequate to assure that turbidity in the receiving water will not be increased in the receiving water more than 25 nephelometric turbidity units (NTU). Special precautions shall be taken in the use of construction equipment to prevent operations that promote erosion. E. Temporary sedimentation controls include, but are not limited to, silt dams, traps, barriers, and appurtenances at the foot of sloped surfaces which will ensure that sedimentation pollution will be either eliminated or maintained within acceptable limits as established by the Owner. F. Temporary erosion and sediment control measures shall include effective means to maintain water quality prior to discharge from project site. 1.02 RELATED WORK A. Section 02210- Site Earthwork B. Section 02932 - Seeding and Mulching C. Section 02934 - Sodding SECTION 02507 - PRIME AND TACK COATS Part 1.00 General 1.01 WORK INCLUDED A. The work specified in this Section consists of an application of bituminous material on previously prepared bases and on existing pavement surfaces in accordance with these specifications and in conformity with the lines, grades, dimensions and notes shown on the Drawings. Part 2.00 Products 2.01 MATERIALS A. Prime Coat: Unless otherwise indicated. the material used for the prime coat shall be cutback Asphalt Grade RC -70 or RC -250 and shad conform to the requirements specified in AASHTO Designation M-81. Unless otherwise indicated, the use of either RC -70 or RC -250 shall be at the Contractor's option. B. Tack Coat: The material used for the tack coat shall be emulsified asphalt, Grade RS -2 and shall conform to the requirements specified in AASHTO Designation M-140. 2.02 EQUIPMENT A. The pressure distributor used for placing the tack or prime coat shall be equipped with pneumatic tires having sufficient width of rubber in contact with the road surface to avoid breaking the bond of or forming a rut in the surface. The distance between the centers of openings of the outside nozzles of the spray bar shall be equal to the width of the application required, within an allowable variation of 2 inches. The outside nozzle at each end of the spray bar shall have an area of opening of not less than 25 percent, nor more than 75 percent in excess of the other nozzles which shall have uniform openings. When the application covers less than the full width, the normal opening of the end nozzle at the junction line may remain the same as those of the interior nozzles. Part 3.00 Execution 3.01 A. 1.03 SUBMITTALS A. The Contractor shall be required to submit to state and local agencies (with copy to the Owner and Engineer) for review and approval the program for temporary erosion and sediment control to be B implemented by the Contractor prior to commencing construction. All additional permits required by the agencies shall be obtained and paid for by the Contractor. B. The approval by the state and local agency of the Contractor's program in no way relieves the Contractor from the responsibility to meet all applicable rules, regulations, and permitting conditions. Part 2.00 Products 2.01 EROSION CONTROL A. Materials to control erosion and sedimentation shall comply with Section 104 of FDOT Standard Specifications for Road and Bridge Construction and FDOT Roadway and Traffic Design Standards, Index No. 103. 2.02 SEDIMENTATION CONTROL A. Install and maintain silt dams, traps, barriers, and other appurtenances as necessary. Hay bales, which deteriorate, and filter stone which dislodges, shall be replaced. Part 3.00 Execution 3.01 PREPARATION A. Minimum procedures for grassing are: 1. Scarify slopes to a depth of not less than six inches and remove large clods, rock, stumps, roots larger than lh-inch in diameter, and debris. 2. Sow seed within twenty-four (24) hours after the ground is scarified with either mechanical seed drills or rotary band seeders. 3. Apply mulch loosely and to a thickness of between '/,inch and 1-1/2 inches. 4. Apply netting over mulched areas on sloped surfaces. 5. Roll and water seeded areas in a manner that will encourage sprouting of seeds and growing of grass. Reseed areas which exhibit unsatisfactory growth. Backfill and seed eroded areas. B. Floating Silt Barriers: 1. This work shall consist of installing, maintaining and removal of floating silt barriers to contain turbidity that may occur as the result of dredging, filling, dewatering, or other construction activities in Waters of the State or any of the existing on-site lakes, ponds, or storm -water management systems. 2. The type of barrier used, the deploymenit and maintenance of the barrier shall be such as to minimize dispersion of turbid waters and will not cause an increase in the existing permitted turbidity from the construction site into the receiving waters. 3.02 PERFORMANCE A. Should any of the temporary erosion and sedimentation control measures employed by the Contractor fail to produce results which comply with the requirements of this specification, the Contractor shall immediately take whatever steps necessary to correct the deficiency. END OF SECTION SECTION 02285 - TERMITE CONTROL Part 1.00 General 1.01 SECTION INCLUDES A. Soil poisoning treatment. B. Warranty 1.02 INTENT A. To guard against termites and other common ground insects detrimental to wood construction. Materials mentioned in Part 2.00 of this Specification are suggested for use but shall not be used if disallowed by governing laws and/or ordinances. 1.03 QUALITY ASSURANCE A. Applicator: Company specializing in soil treatment for termite control with five years documented experience. B. Materials: Provide certification that toxicants conform to requirements. 1.04 REGULATORY AGENCY REQUIREMENTS A. Conform to governing authority requirements for application licensing and authority to use toxicant chemicals. 1.05 SUBMITTALS A. Product Data: Submit per SUBMITTALS Section; Indicate toxicants to be used, composition by percentage, dilution schedule, and intended application rate. Owner's acceptance is required prior to shipment. B. Manufacturer's Installation Instructions: Submit per SUBMITTALS Section. 1.06 GUARANTEE A. Bonded Guarantee which covers against invasion or propagation of subterranean termites, damage to building or building contents caused by termites; repairs to building or building contents so caused, for a period of five years after substantial completion; subject to annual renewal thereafter. Port 2.00 Products 2.01 TOXICANT CHEMICAL(S) A. Termidor, BASF - apply per manufacturer's recommendations. 2.02 MIXES A. Dilute toxicant chemical to a percent solution specified by manufacturer. Part 3.00 Execution 3.01 DELIVERY A. Deliver materials in original unopened manufacturers packaging with labels and seals identifying content. 3.02 INSPECTION A. Verify exposed soil surfaces are unfrozen, sufficiently dry to absorb toxicant, ready to receive treatment. Beginning of application means acceptance means acceptance of soil conditions. 3.03 APPLICATION A. Safety: Apply materials in accord with recommended safety precautions for materials used. B. Toxicant Chemicals: Apply toxicant immediately prior to installation of vapor barrier under slab -on -grade grade or finish grading outside foundation walls. Apply extra treatment to structure penetrations, pipe, ducts, and other soil penetrations. Apply as a coarse spray to ensure uniform distribution. Coordinate soil treatment at foundation perimeter with finish grading and landscaping work to avoid disturbance of treated soil. 3.04 CLEAN-UP A. Upon completion of work of this Section, remove related debris from premises. END OF SECTION 3.02 A. PREPARATION Before applying any bituminous material, all loose material, dust, dirt, and foreign material, which might prevent proper bond with the existing surface, shall be removed. Particular care shall be taken to clean the outer edges of the strip to be treated in order to ensure that the prime or tack coat will adhere. When the prime or tack coat is applied adjacent to curb and gutter, or any other concrete surface (except where they are to be covered with a bituminous wearing course), such concrete surfaces shall be protected by heavy paper or other protective material while the prime or tack coat is being applied. Any bituminous material deposited on such concrete surfaces shall be removed immediately. WEATHER LIMITATIONS No bituminous material shall be applied when the air temperature is less than 507 in the shade, or when the weather conditions or the condition of the existing surface is unsuitable. In no case shall bituminous material be applied while rain is falling or when there is water on the surface to be covered. 3.03 APPLICATION OF PRIME COAT A. After the base has been finished; the full width of surface shall be swept with a power broom supplemented with hand brooms and mechanical blowers prior to the application of the prime coat. Care shall be taken to remove all loose dust, dirt and objectionable matter. If deemed necessary, the base shall be lightly sprinkled with water immediately in advance of the prime coat. The prime coat shall be applied to the full width of the base. B. The temperature of the prime material shall be such as to ensure uniform distribution. The material shall be applied with a pressure distributor as specified above. The amount to be applied shall be sufficient to coat the surface thoroughly and uniformly without any excess to form pools or to flow off the base. For limerock base, the rete of application shall not be less than 0.10 gallons per square yard; for shell base, the rate of application shall not be less than 0.15 gallons per square yard; for soil cement base, the rate of application shall not be less than 0.15 gallons per square yard. C. If the roadway is to be opened for use following the application of the prime material, a light uniform application of cIP. an sand shall be applied and rolled. The sand shall be nonplastic, shall be free from silt and rock particles and shall not contain any sticks, vegetation, grass, roots or organic matter. After the sand covering has been applied, the surface may be opened to traffic. 3.04 APPLICATION OF TACK COAT A. In general, a tack coat will not be used on primed bases except in areas which have become excessively dirty and cannot be cleaned or where the prime has cured and lost all of its bonding effect. B. No tack coat shall be applied until the primed base or leveling course has been cleaned and is free from sand, dust or other objectionable material. C. The tack coat shall be applied with a pressure distributor us specified above. It shall be heated to a suitable consistency and applied in a thin uniform layer at the rate between 0.02 gallons and 0.08 gallons per square yard. D. The tack coat shall be applied sufficiently in advance of the laying of the wearing surface to permit I e applied so far in advance or drying. but shall not b over such an area as to lose its adhesiveness y g, pp a ess r covered with dust or other as a result of being foreign material. Suitable precautions shall be taken by the Contractor to protect the surface while the tack coat is drying and until the wearing surface is applied. END OF SECTION SECTION 02512 - ASPHALTIC CONCRETE PAVING Part 1.00 General 1.01 SCOPE OF WORK A. The work specified in this Section consists of the construction of asphaltic concrete surface courses composed of a mixture of aggregates, mineral filler and asphalt cement properly laid upon a prepared base, or a newly constructed binder course, in accordance with these specifications and all requirements of State Department of Transportation Standard Specifications (latest edition) and in conformity with the lines, grades, thickness and typical cross section shown on the Drawings. Contractor shall furnish Types I, S-1 or S -III asphaltic concrete as specified ;�,oy the Drawings. Asphaltic concrete pavement around drain inlets and catch basins shall conform to the following provisions, except placing material may be by hand methods. 1.02 RELATED WORK A. Section 02210 - Site Earthwork B. Section 02234 - Soil Cement Base C. Section 02240 - Stabilized Subgrade D. Work and materials will conform to requirements of the state for transportation Standard Specifications for Road and Bridge Construction (latest edition) except that the use of recycled or milled asphalt will not be permitted. In case of conflict between these specifications and State Department of Transportation Standard Specifications for Road and Bridge Construction (latest edition), the more stringent specification shall govern. 1.03 QUALITY ASSURANCE A. Laboratory an,Jysis by a Certified Testing Laboratory on all materials shall be completed and the materials accepted by the Engineer prior to placement. B. The Contractor shall submit manufacturers Certificate of Compliance for approval of paving materials. C. The Contractor shall submit a statement of source of materials and design mix formula for approval prior to processing at the asphalt plant. Part 2.00 Products 2.01 MATERIALS A. Bituminous Material; Asphalt cement, Viscosity Grade AC -20, shall conform to the requirements of State Standard Specifications for Road and Bridge Construction (latest edition). B. Coarse Aggregate: 1. The coarse aggregate shall be composed of clean, durable limerock. When subjected to the Los Angeles Abrasion Test, (AASHTO T-96), the loss shall not exceed 45 percent. 2. Extraneous Substances: All coarse aggregate shall be washed and free from disintegrated pieces, salt, alkali, vegetable matter and adherent coating. a. The weight of the extraneous substances shall not exceed the following percentages: Percent Coal and Lignite 1.00 Clay Lumps 0.05 Cinders and Clinkers 0.05 Soft Fragments 10.00 Free Shells 1.00 Sticks (Wet) 0.03 Material Passing No. 200 Sieve 1.75 b. In addition, the sum of the percentages of all materials listed above shall not exceed 10 percent. Coarse aggregate containing any appreciable amount of phosphate shall not be used. 3. Stone: Pre -Cenozoic limestone and dolomites shall not be used as crushed -stone aggregates, either coarse or fine, for wearing courses of asphaltic concrete surface courses. This specifically includes materials from the Ketona Dolomite (Cambrian), Newalo Limestone (Lower Ordovician), Bangor Limestone (Mississippian), and other formations of similar composition and origin occurring in central and northern Alabama and Georgia. 4. Slag: Slag shall be clean, tough and durable. It may be either air-cooled blast -furnace slag or phosphate slag. It shall be reasonably uniform in density and quality, and free from deleterious substances other than as permitted above. It shall contain not more than 1.5 percent of sulfur. The dry -rodded weight shall be not less than 70 pounds per cubic foot. The loss, when the slag is subjected io the Los Angeles Abrasion Test, shall not exceed 45 percent. C. Fine Aggregate: 1. Fine aggregate concrete shall consist of natural sand, stone screenings, slag screenings or a combination thereof, composed of clean, tough, angular grains, free from clay, loam or other foreign matter. Stone or slag screenings shall be produced from materials complying with the abrasion requirements for coarse aggregate specified above. 2. Any screenings used in the combination of aggregate shall contain not more than 15 percent of material passing the No.200 sieve and shall be washed if necessary to meet this requirement. 3. The natural sand portion of the fine aggregate other ILhan screenings shall be siliceous containing not more than 10 percent of material passing the No, 200 sieve. C20F1 Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 THIS SHEET PROVIDED FOR REFERENCE ONLY. NOTES PROVIDED IN CIVIL PLANS SUPERSEDE SPECIFICATIONS SHOWN HERE. l... Z Q alf U) 0 Z _Q J Q 0 i I Issue Date: 5/21,12 REVISION INFORMATION 2 08-17-2012 PLAN REVIEW COMMENTS Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE 76L - WD CARMEL, IN DRAWING CIVIL SPECIFICATIONS (SHEET 2 OF 7) CS2 �, 0 -t N 0 N N 0-� Q V) 0 01 3 (3 Q) a Cn 0 I N N 0 0 Q 0 C: Fn Q) 0 N / Z _ I a) E- 0 0 I C Q) 0 0 I F4 0 NO > W 0 J I CD Z 0 / ,-, aj E 0 C C: 0 L 0 C Q) v_ 0 0 U) Q 0 0 = I E Y 0 3 0 0 ._ 0 U) U C U 0 0 U) a `o _ T IV E Y 0 -S 0 0 0 0 `. 0 L 0 +_ _� 3 0 L_ 3 a) 0 �2 -5 0 4) 0 a) 4) 0 a E 0 0 0) It a E 0 Q 110- 0 3 s = 3 0 U 0 0 0- Z3 C, tr U 0- U) 0 5 `o I� C O v 0 C: °B 6 0 U) 0 Q) E L 0 o 0 -0 Q) C Q) U) 2 a- , N r- 21 in 0 N a 0 U 0 0 t 3 0, 0 -. 0 E = 0 v .I_ - H_ H SECTION 02512 - ASPHALTIC CONCRETE PAVING - CONTINUED 4. The fine aggregate, when tested by means of laboratory sieves, shall meet the following requirements: Passing Sieve No. 4 Retained on Sieve Percent by Weight 90-100 No. 4 No. 10 0-15 No. 10 N o. 40 15-50 No. 40 No. 80 25-60 No. 80 No. 200 8-40 No. 200 No. 10 0-10 5. Fine aggregate containing more than 1.00 percent of phosphate shall not be used. D. Mineral Filler: 1. Mineral filler shall consist of limerock dust, Portland cement, slag dust, hydrated lime or other inert mineral matter approved by the Engineer and conforming to the following gradation requirements: Total Passing No. 30 Sieve ..................................... 100 Percent Total Passing No. 80 Sieve ................................ 95 Percent (Min.) Total Passing No. 200 Sieve ............................... 65 Percent (Min.) 2. The mineral filler shall be thoroughly dry and free from lumps consisting of aggregations of fine particles. Ground phosphate will not be allowed as a mineral filler. 2.02 GENERAL COMPOS -ON OF MIXTURE A. The bituminous mixture shall be composed of a combination of aggregate (coarse, fine, or mixtures thereof), mineral filler, if required, and bituminous material. The several aggregate fractions shall be sized, uniformly graded and combined in such proportions that the resulting mixture will meet the grading and physical properties of the approved job mix formula B. In all cases, the job mix formula shall be within the design ranges specified in the following table: IESIGN RANGE Percent Passing by Weight 3/4 incij 100 3.5 2.9 1/2 inch 88-100 100 100 3/8 inch 75-93 88-100 88-100 No. 4 47-75 60-90 54-85 No. 10 31-53 40-70 35-50 No. 40 19-35 20-45 16-41 No. 80 7-21 10-30 7-28 No. 200 2-7 2-7 4-8 C. Asphalt cement (Bitumen) shall consist of 4-1/2 to 9 percent by weight of the total mix as determined by job mix formula. For highly absorptive aggregates, the upper limit may be raised. D. Where hand placing and finishing is permitted for small and irregular areas, such as turnouts, crossovers, acceleration and deceleration lanes, etc., the portion of the Grade No. 16 coarse aggregate retained on a No. 4 sieve may be omitted from the mixture and the percent by weight of the coarse aggregate passing the No. 4 sieve and retained on the No. 10 sieve shall be within the range specified for the total coarse aggregate in the mix. E. Proportions of Silica Sand and Local Materials: Not more than 25 percent by weight of the total aggregate used shall be silica sand or local materials. The silica sand shall conform to all requirements of specificatons and the local materials shall meet the requirements of state DOT Standard Specifications for Road and Bridge Construction (latest edition). 2.03 FORMULA FOR JOB MIX A. The general composition limits prescribed above are master ranges of tolerances to govern mixtures made from any materials meeting the specifications, and they are maximum and minimum for all cases. A closer control appropriate to the job materials will be required for the specific project in accordance with the job mix formula. B No work shall be started until the Engineer has approved the job mix formula. C. Materials that will be used to make up the approved job mix should be stockpiled in sufficient quantity to meet the demands for the entire project in progress. If this is not practicable, care must be taken to ensure adequate quality control of the materials used in each job mix. Should the source of supply for the materials used in the job mix be changed, or should the materials from the source vary appreciably from the materials used in the job mix formula, the job mix formula must be altered accordingly. C. Combined dry aggregate gradation of the hot bins shall be within the following limits of the job mix formula: Tolerance Percent 3/4 inch 5.0 3.5 2.9 1/2 inch 5.0 3.5 2.9 3/8 inch 5.0 3.5 2.9 No. 4 5.0 3.5 2.9 No. 10 5.0 3.5 2.9 No. 40 4.0 2.8 2.3 No. 80 3.0 2.1 1.7 No. 200 2.0 1.4 1.2 D. After the job mix formula is established, each mix for the project shall meet the approved formula within the following tolerances: Characteristic Tolerance Asphalt Content(Extraction) f 0.70% P ( Asphalt Content Printout) f 0.30% Passing No. 10 Sieve t 6.50% Passing t No. 200 Sieve 3.00% E. In no case shall a job mix that is within the tolerances stated above be such that it falls out of the master range. G. Samples of the mixture in use will be taken as many times daily as is necessary in the opinion of the Engineer. The mixtures shall be maintained uniformly throughout the project within the above tolerances. F. Job materials found to have characteristics requiring a content of bituminous material less than is indicated in the formula prescribed above, will be rejected or adjusted to forma blend, which will produce a balanced mixture under the terms of the formula. Where job materials otherwise meeting specifications are found, on account of highly absorptive or other special characteristics, to produce an acceptable balanced mix only if the bituminous material content is increased over The amount specified, the mixture may be accepted provided that the job mix shall be adjusted to require the use of such additional bituminous material content. G. The asphaltic content shall be such for the material used that when the mixture is tested, in accordance with ASTM Designation D 1559, the stability shall be at a maximum with an optimum asphalt cement content. Physical properties of the mix shall be as shown in the following table: Minimum Marshall Stability Flow in) Minimum VMA Air Voids (%) Mix Type (Ibs) S-1 1500 (0.01 8-14 (%) 14 3-5 S -III 1000 8-16 14 3-7 I 1000 8-14 14 3-5 Part 3.00 Execution 3.01 PREPARATION OF ASPHALTIC CEMENT A. The asphalt cement shall be delivered to the asphalt plant at a temperature not to exceed 3507 and shall be maintained within a range of 2307 to 3507 in advance of mixing operations. Heating within these limits shall be constant and wide fluctuations of temperature during a day's production will not be permitted. 3.02 PREPARATION OF AGGREGATES A. Stockpiling coarse aggregate shall be done in such a manner so the aggregate will not segregate. B. All aggregates to be blended or proportioned shall be placed in separate bins at the cold hopper and proportioned by means of calibrated gates or other approved devices. When two or more aggregates are blended, the use of two or more bins shall be employed for the blending of such material. C. The aggregates shall be heated and dried at the paving plant before entering the mixer. The temperature of the aggregates shall be so controlled that the temperature of the completed mixture at the plant will fall within the permissible range allowed by these Specifications. Any dried aggregated contaminated with fuel oil shall be wasted. 3.03 PREPARATION OF MIXTURE. A. Batch Mixing 1. The dried aggregate, prepared as described herein before and combined in batches to meet the job ix formula b weighing each separate bin size shall be conveyed to the empty mixer. m Y 9 9 P � Ye P Y 2. The hot asphalt cement, accurately measured, shall then be introduced, and the mixing continued until the mixture is thoroughly uniform and homogeneous. The total mixing time in no case shall be less than 35 seconds. Each batch must be kept separate throughout the weighing and mixing operations. B. Continuous Mixing: The dried aggregate, prepared as described herein before and proportioned to meet the job mix formula by volumetric measurement, shall be introduced into the mixer. The hot asphalt cement shall be introduced into the mixer in synchronization with the feeding of aggregate. The quantity shall be measured by volume. Mixing shall be sufficient to produce a thoroughly uniform and homogeneous mixture. C. General: The ingredients of the mix shall be heated and combined in such a manner as to produce a mixture which shall beat a temperature, when discharged from the pugmill or surge bin, between the limits of 2307 and 3107. 3.04 TRANSPORTATION OF MIXTURE A. The mixture shall be transported in tight vehicles previously cleaned of all foreign material and, if necessary, each load shall be covered with a waterproof canvas cover of sufficient dimensions to protect it from weather conditions. The inside surface of the truck bodies may be thinly coated with soapy water, or a mixture of water with not more than five percent of lubricating oil, but no excess of either shall be used. After the truck bodies are coated and before any mixture is placed therein, they shall be raised so that all excess water will drain out. Kerosene, gasoline or similar products shall not be used to prevent adhesion. SECTION 02512 - ASPHALTIC CONCRETE PAVING - CONTINUED 3.04 TRANSPORTATION OF MIXTURE A. The mixture shall be transported in tight vehicles previously cleaned of all foreign material and, if necessary, each load shall be covered with a waterproof canvas cover of sufficient dimensions to protect it from weather conditions. The inside surface of the truck bodies may be thinly coated with soapy water, or a mixture of water with not more than five percent of lubricating oil, but no excess of either shall be used. After the truck bodies are coated and before any mixture is placed therein, they shall be raised so that all excess water will drain out. Kerosene, gasoline or similar products shall not be used to prevent adhesion. 3.05 LIMITATIONS FOR SPREADING A. The mixture shall be spread only when the surface is properly prepared and is intact, fir-.; cured and dry. No mixture shall be spread when the air temperature is less than 407, or when the spreading cannot be finished and compacted during daylight hours. The temperature of the mix at the time of spreading shall not be less than 2307. 3.06 PLACING MIXTURE A. Upon arrival, the mixture shall be dumped into an approved mechanical spreader and immediately spread and struck off to the full width required and to such appropriate loose depth for each successive course that when the work is completed the required thickness or weight of mixture per square yard will be secured. An excess amount of mixture shall be carried ahead of the screed at all times. Hand raking shall be done behind the machine as required. B. In limited areas, where, on account of irregularities or unavoidable obstacles, the use of mechanical spreading and finishing equipment is impracticable, the mixture may be spread by hand, when so authorized by the Engineer. C. The mixture shall be laid only when the surface to be covered is dry and only when weather conditions are suitable. All defective areas in the foundation shall be replaced in advance of laying the mixture. D. All structures which will be in actual contact with the asphaltic mixture, including the vertical faces of existing pavements, shall be painted with a uniform coating of asphalt material to provide a closely bonded, watertight joint. E. When necessary, due to the traffic requirements, the mixture shall be laid in strips in such manner as to provide for a passage of traffic. When the road is closed to traffic, the mixture may be laid the full width of pavement, by machines traveling in echelon. F. Before any rolling is started, the surface shall be checked, any inequalities adjusted, and the drippings, fat sandy accumulations from the screed, and fat spots from any source. shall be removed and replaced with satisfactory material. 3.07 COMPACTING MIXTURE A. After the spreading, the mixture shall be rolled when it has set sufficiently or come to the proper condition to be rolled, and when the rolling does not cause undue displacement. B. Rolling shall begin at the center and progress toward the outside, paralleling the centerline of the roadway, uniformly lapping at least one-half of the width of the roller. C. The motion of the roller shall' at all times be slow enough to avoid displacement of the mixture, and any displacement shall at once be corrected by the use of rakes and fresh mixture where required. The rolling shall include transverse, longitudinal, diagonal and, where practicable, crescent rolling, as may be necessary to obtain the specified density. D. The seal rolling with steel -wheeled rollers weighing from 5 tons to 12 tons shall follow as close behind the spreader as is possible without picking up, displacing, or blistering the material. Rolling with the self-propelled pneumatic -tired rollers shall follow as soon as possible and as close behind the seal rolling as the heat of the mixture will permit. This rolling shall be done such that the self-propelled traffic roller shall cover every area of the surface with at least six passes. This final rolling shall be done before the pavement temperature is lower than 1407, and shall be continued until all roller marks or tire marks are eliminated. Self-propelled, pneumatic -tired rollers shall be used for the rolling of patching and leveling courses. At the option of the Contractor, a steel -wheeled roller may be used to supplement the self-propelled pneumatic -tired rollers, but not more than one steel -wheeled roller may be used in conjunction with the necessary number of selfpropelled pneumatic -tired rollers. After final compaction, the finished pavement shall at no point have a density less than 95 percent of the laboratory compacted density. Rolling with the self-propelled pneumatic -tire d roller shall proceed at a speed from 6 to 10 miles per hour and the rate of rolling shall not exceed 3,000 square yards per hour per roller. A sufficient number of self-propelled pneumatic -tired rollers shall be used so that the rolling of the surface for the required number of passes within this maximum rolling rate shall not delay any other phase of the placing operation, nor result in excessive cooling of the mixture before the rolling is complete. In the event that the rolling is not properly maintained to schedule as outlined above, the laying operation shall be discontinued until the rolling operations have caught up to the spreader(s). E. In all places inaccessible to a roller, such as adjacent to curbs, headers, gutters, bridges, manholes, etc., the required compaction shall be secured with tamps. Depressions which may develop before the completion of the rolling shall be remedied by loosening the mixture laid and adding new material to bring such depressions to a true surface. F. Should any depressions remain after final compaction has been obtained the mixture shall be removed sufficient) and y new material added to form a true and even surface. G. The mixture, after compaction, shall be of the thickness shown on the Drawings, The surface, after compaction, at no place shall show an excess of asphalt, and any area showing such excess, or other defect, shall be cut out and replaced with fresh mixture and immediately compacted to conform with the surrounding area. Any mixture which becomes loose or broken, mixed or coated with dirt or in any way defective prior to laying the wearing course shall be removed and replaced with fresh mixture which shall be immediately compacted to conform with the surrounding area. H. Gasoline or oil from rollers shall not be allowed to deposit on the pavement and any pavement damaged by such deposits shall be removed and replaced. I. Any mixture remaining unbonded after rolling shall be removed and replaced. 3.08 JOINTS A. Transverse Joints: At the end of each days work, or whenever the laying is to be discontinued for such length of time as to allow the mixture to become chilled, transverse joints shall be formed either by laying a board, equal in thickness to the compacted thickness of the pavement, across the width of strip being spread ad and rolling the mixture against the board, or by using paper or sand, provided in either case the asphalt is cut back to well bonded material of the required thickness before placing additional asphalt. B. Longitudinal Joints: Where only a portion of the width of pavement is to be laid and opened to traffic, longitudinal joints shall be formed rolling the exposed edge of the strip first laid. When the adjacent strip is constructed, the edge of the mixture in place shall be trimmed back so as to expose an unsealed or granular vertical surface. When the strip first laid is closed to traffic, the edge shall not be sealed, but shall be left vertical and the adjacent strip placed against it without trimming. C. General: The exposed edge of the transverse joints, trimmed or formed as provided above, shall be painted with a thin coat of hot asphalt cement just prior to the laying of fresh surface course mixture adjacent. The fresh mixture shall be raked against the joint and rolled. 3.09 FIELD QUALITY CONTROL A. Surface Requirements: 4. For the purpose of testing the finished surface, a 15 -foot straightedge and a standard template cut to the true cross section of the road shall at all times be available on the work site. The Contractor shall provide or designate some employee whose duty is to handle the straightedge and template in checking all rolled surfaces, under the direction of the Engineer. 5. The finished surface shall be such that it will not vary more than 1/4 inch from the template cut to the cross section of the road, not more than 3/16 inch from the 15foot straightedge applied parallel to the center line of the pavement. Any irregularity of the surface exceeding the above limits shall be corrected. Depressions that may develop after the initial rolling shall be remedied by loosening or removing the mixture and adding new material to bring the areas to a true surface. No skin patching shall be done. Such portions of the completed pavement that are defective in surface compaction or in composition, or that do not comply with all other requirements of these specifications, shall be taken up and replaced with suitable mixture, properly laid in accordance with these specifications and at the expense of the Contractor. B. Removing and Replacing: If correction is made by removing and replacing the pavement, the removal must be for the full depth of the course and extend at least 50 feet on either side of the defective area. for the full width of the paving lane. C. Overlaying: If correction is made by overlaying, the overlay shall cover the length of the defective area and taper uniformly to a featheredge thickness at a minimum distance of 50 feet on either side of the defective area. The overlay shall extend full width of the roadway. Care shall be taken to maintain the specified cross slope. The mix used for the overlay may be adjusted as necessary for this purpose by the Engineer. Overlaying will not be permitted, when the finished pavement surface is a friction course or abuts concrete curbs. D. Other Methods: For courses which will not be the final pavement surface, correction of minor straightedge deficiencies by methods other than specified above may be approved by the Engineer. E. Thickness Requirements: The thickness of the compacted asphaltic concrete surface course shall be determined by coring and shall be no less than that shown on the Drawings. Any surface course found to be less than the thickness shown on the Drawings by greater than %-inch shall be removed and replaced. F. Protection of Pavement: After the completion of the pavement, no vehicular traffic of any kind shall be permitted on the pavement until it has set sufficiently to prevent rutting or other distortion. 3.10TESTING AND REPORTS A. Testing for performance in accordance with these Specifications will be paid for by the Owner. The frequency of testing shall be a minimum of that specified below and at the locations as directed by the Engineer. However, any retesting necessary in areas not initially meeting these Specifications shall be paid for by the Contractor. B. Prior to the start of the placing of the asphaltic concrete, the job mix formula prepared by a certified material -testing laboratory shall be submitted to and be approved by the Engineer. All job mix design formulas design shall be current within the last 12 months. C. During construction of the asphaltic concrete wearing surface, the following tests must be completed and reports submitted to the Engineer before acceptance can be given: 1. Extraction stability and gradation of combined aggregate -1 test per day. Bitumen content, stability and gradation of aggregates to conform to intent of job mix formula. 2. Density and depth checks -1 test per 250 lineal feet of roadway (minimum 2 tests per street) and one test per 2,700 square yards of parking lot area. Minimum acceptable density for each course of asphaltic concrete material shall be 95 percent of the design unit weight in the job mix formula. END OF SECTION SECTION 02528 -CONCRETE SIDEWALK; CURB AND GUTTER, AND TRAFFIC SEPARATOR Part 1.00 General 1.01 WORK INCLUDED A.The work included in this Section consists of furnishing all labor, material, equipment and transportation for the construction of the concrete sidewalks, curb and gutter, and traffic separator to the lines and grades as shown on the Drawings. 1.02 RELATED WORK A.Section 02210 - Site Earthwork B.Section 03000 - Concrete (Site Work) 1.03 SUBMITTALS Qfinishing, A.AII concrete curbing materials, production, delivery, placement. curing, jointing, etc. shall be per City of Carmel Curbing Policy. B.AII materials specified shall be certified by the producer or manufacturer that the furnished material meets the specific requirements of the specifications. Part 2.00 Products 2.01 MATERIALS A.Concrete: Concrete shall be Class B that conforms to the requirements of Section 03000 - Concrete (Site Work). B.AII other necessary materials shall comply with those described in Article 2.01 of Section 03000 - Concrete (Site Work). Part 3.00 Execution 3.01 PREPARATION A. Subgrade Condition: 1. The finished subgrade shall be maintained in a smooth, compact condition and any areas that are disturbed prior to placing of the concrete shall be restored at the Contractor's expense. The subgrade shall be moist at the time the concrete is placed. . Water shall be uniformly applied ahead of the pouring operations. Large rocks and other obstructions shall be removed to a minimum depth of 6 inches below the finished subgrade elevation, and the space shall be backfilled with sand, base course material or other suitable material, which shall be thoroughly compacted by rolling or tamping. 2. The subgrade shall be accurately trimmed to the required elevation with a 'A -inch tolerance. High areas shall be trimmed to proper elevation. Low areas may be filled with suitable material and compacted to the specified density or filled with concrete integrally with the placing of the pavement. B.Setting Forms: The forms shall be accurately set to line and grade and such that they rest firmly, throughout their entire length upon the compacted subgrade surface. Forms shall be jointed neatly and tightly and braced to resist the pressure of the concrete and the finished operations. The alignment and grade of all forms shall be approved before and immediately prior to the placing of concrete. C. Slipforming: Thi- slipforming method will be allowed, provided that an acceptable finished product, true to line, grade, and cross-section is consistently produced. D.Mixing Concrete: Concrete shall be mixed in accordance with the requirements of Section 03000 -Concrete (Site Work). 3.02 INSTALLATION A.Placing Concrete: 1. The concrete shall be distributed on the subgrade to such depth that, when it is consolidated and finished, the thickness required by the Drawings will be obtained at all points and the surface will at no point be below the grade specified for the finished surface. The concrete shall be deposited on the subgrade in a manner that will require as little rehandling as possible. Placing of the concrete shall be continuous between transverse joints, without the use of intermediate bulkheads. 2. Reinforcement shall be placed as shown on the Drawings and shall be maintained at this location during the placing and finishing operations. 3. Concrete shall be thoroughly consolidated against and along the faces of all forms by means of vibrators. Vibrators shall not be permitted to come in contact with the subgrade or a side form. Vibration at any one location shall not continue so long as to produce puddling or the accumulation of excessive grout on the surface. B. Striking -off, Consolidating and Finishing Concrete: Immediately after the placing, the concrete shall be struck off, consolidated and finished, to produce a finished product conforming to the cross-section, width and surface finish required by the Drawings and Specifications. C. Straightedging and Surface Correction': 1. After floating has been completed and the excess water removed, but while the concrete is still in a plastic state, the surfc:ce of the concrete shall be tested for trueness with an accurate 10 -foot straightedge. The straightedge shall be furnished by the Contractor. The straightedge shall be held in successive positions parallel to the walk centerline, in contact with the surface, and the whole area tested from one side of the slab to the other as necessary. The advance along the walk shall be in successive stages of not more than one-half the length of the straightedge. Any depressions shall be immediately filled with freshly mixed concrete and struck -off, consolidated and refinished. High areas shall be cut down and refinished. Straightedge testing and surface correction shall continue until the entire surface appears to conform to the required grade and cross-section. All surface irregularities exceeding 1 4 inch in 10 feet shall be corrected. D. Final Finish: For sidewalks, as soon as the water sheen has disappeared and just before the concrete becomes nonplastic, all edges, including expansion joint edges, shall be finished with an edging tool having a radius of 1/4 inch and a light broom finish shall be given to the surface perpendicular to the forms. For curbs, as soon as the water sheen has disappeared and just before the concrete becomes nonplastic, a light broom finish shall be given to the surface in the longitudinal direction of the curb, E. Joints -Sidewalks: 1. Transverse Construction Joints: Transverse construction joints shall be conducted at the end of all pours and at other locations where the pouring operation are stopped for as long as 30 minutes. Construction joints, however, shall not be placed within five feet of any other transverse joint or of either end of a section of walk. If sufficient concrete has not been placed to form a slab at least five feet long, the excess concrete, back to the last preceding joint, shall be removed. The joints shall be formed by placing a wood or metal bulkhead accurately and securely in place, in a plane perpendicular to the profile and centerline of the walk. Construction joints shall have tooled edges with a 1/4 -inch radius. 2. Transverse Contraction Joints: Transverse contraction joints shall be formed at fivefoot intervals, unless otherwise shown on the Drawings, and shall consist of planes of weakness created by an edging tool. The cut in the fresh concrete shall be perpendicular to the surface of the walk, shall extend to a depth of 1-1/2 inches below the top surface and shall have 1/4 -inch radius tooled edges. 3. Transverse Expansion Joints: One-half inch expansion joints shall be formed by placing preformed joint filler around all structures and at intervals not exceeding 100 feet, or as shown on the Drawings C. Joints -Curb, Curb and Gutter, and Traffic Separator: 1. Transverse Construction Joints: Transverse construction joints shall be constructed at the end of all pours and at other locations where the pouring operations are stopped for as long as 30 minutes. Construction joints, however, shall not be placed within ten feet of any other transverse joint or at either end of a section of curb. If sufficient concrete has not been placed to form a slab at least ten feet long, the excess concrete, back to the last preceding joint, shall be removed. The joints shall be formed by placing a wood or metal bulkhead accurately and securely in place, in a plane perpendicular to the profile and centerline of the pavement. Construction joints shall be sawed, in a manner similar to contraction joints, so that a groove will be formed for holding the joint sealing compound. 2. Transverse Contraction Joints: Transverse contraction joints shall be constructed at ten -foot intervals and shall consist of planes of weakness created by sawing the surface of the hardened concrete. The cut shall be perpendicular to the surface of the pavement, and shall extend to a depth of six inches below the top of the curb and one and one-half inches below the gutter. a. It shall be the Contractors responsibility to see that the sawing equipment does not damage the curb and to saw the transverse contraction joints as soon as the curb, and curb and gutter has hardened to the degree that tearing and raveling are not excessive and before uncontrolled shrinkage cracking begins. If, at any time, uncontrolled cracking occurs, the Contractor will be required to modify his methods. 3. Transverse Expansion Joints: One-half inch expansion joints shall be formed by placing preformed joint filler at the ends of each radius return, around all structures, and at intervals not exceeding 500 feet. 4. Cleaning and Sealing Joints: Joints in gutters which are to be sealed, shall be filled with joint sealing material before the roadway is opened to traffic and as soon after completion of the curing period as is feasible. Just prior to sealing, each joint shall be thoroughly cleaned of all foreign material (including any membrane curing compound) and the joint faces shall be clean and surface -dry when the sealer is applied. a. The sealing material shall be applied to each joint to conform to the details shown on the Drawings and in accordance with the manufacturer's recommendation. The pouring shall be done in such manner that the material will not be spilled on the exposed surfaces of the concrete. Any excess material on the surface of the concrete gutter shall be removed immediately and the gutter surface cleaned. A c o the s acceptance s cleaned out and sealed as b II racks occurring m h gutter prior to it a pian hall be specified above, except that the cracks and fractures shall be completely filled with joint sealer and any excess filler material cut down level with the gutter surface. D. Curing: 1. After the finishing operations have been completed and as soon as the concrete has hardened sufficiently that marring of the surface will not occur, the entire surface and the edges of the newly placed concrete shall be covered and cured with membrane curing compound. 2. Curing compound shall be uniformly applied to the surfaces to be cured, in a single coat, continuous film, at the rate of one gallon to not more than 200 square feet, by a mechanical sprayer. 3. Curing compound shall not be applied during periods of rainfall. Curing compound shall not be applied to the inside faces of joints to be sealed. Should the film become damaged from any cause within the required curing period, the damaged portions shall be repaired immediately with additional compound. Upon removal of side forms the sides of the slabs exposed shall immediately be coated to provide a curing treatment equal to that provided for the surface. E. Form Removal: After the concrete has sufficiently set a minimum of 12 hours, the Contractor shall remove the forms and shall backfill the space on each side. The earth shall be compacted and graded in a satisfactory manner without damage to the concrete work. Honeycombs shall be filled with sand cement mortar. Plastering will not be allowed on the f,3ce of the walk or curb. Rejected work shall be removed and replaced at the expense of the Contractor. END OF SECTION SECTION 02530 - DEWATERING SYSTEM Part 1.00 General 1.01 SCOPE OF WORK A.In general, the work specified in this Section consists of supplying labor, materials and performing all work necessary to lower and control the groundwater levels and hydrostatic pressures to permit all excavations and construction specified under this Contract to be performed in the dry. 1.02 EXAMINATION OF THE SITE AND REFERENCE DOCUMENTS A. The Contractor shall take all the steps that he considers necessary to familiarize himself with the site conditions, the ground conditions and the groundwater conditions. B. The Contractor shall obtain permits as required by local, state, or other agencies having jurisdiction over dewatering activities. C. The Contractor shall obtain the geotechnical report(s) pertaining to the site from the Owner. Part 2.00 Products Not used Part 3.00 Execution 3.01 METHOD A. The Contractor may use any dewatering method he deems feasible so long as it results in working in the dry and stable soil conditions. B. The Contractor shall install the permanent site underdrain system during the early stages of construction to aid in controlling the groundwater during construction. C. The Contractor shall conform and meet all conditions, obtain necessary permits and requirements of the regulatory agencies that have jurisdiction. D. The exhaust system of gasoline and diesel engines for dewatering pumps shall be equipped with mufflers, subject to the approval of the Engineer, said mufflers so designed as to provide maximum noise suppression. In the event the Engineer considers the muffling of gasoline or diesel driven pumps unsatisfactory, the Contractor shall be required to use electrically driven dewatering pumps. If a portable generator is used, the exhaust gas system of said generator shall also be properly muffled and subject to the approval of the Engineer. 3.02 DEWATERING REQUIREMENTS A. It is the intent of these specifications that an adequate dewatering system be installed to lower and control the groundwater in order to permit excavation, construction, grading and the placement of fill materials, all to be performed under dry conditions. The dewatering system shall be adequate to pre -drain the water -bearing strata above and below the bottom of the excavation. B. The contractor shall be solely responsible for the arrangement, location and depths of the dewatering system necessary to accomplish the work described under this section of the specifications. The dewatering shall be accomplished in a manner that will reduce the hydrostatic head below any excavation to the extent that the water level in the construction area are a minimum of two (2) feet below the prevailing excavation surface and any surface to be compacted; will prevent the loss of fines, seepage, boils, quick conditions, or softening of the foundation strata; will maintain stability of the sides and bottom of the excavation; and will result in all construction operations being performed in the dry. C. The Contractor shall promptly dispose of all water removed from the excavations in such a manner as will not endanger pubic health, damage public or private property, or affect adversely any portion of the work under construction or completed by him or any other Contractor. Contractor shall obtain written permission from the Owner for any property, involved before digging ditches or constructing watercourses for the removal of water. D. The disposal of water from the dewatering system shall be coordinated with applicable portions of Section 02276 entitled Temporary Erosion and Sedimentation Control and the requirements of all regulatory agencies having jurisdiction. E. If the dewatering requirements are not satisfied due to inadequacy or failure of the dewatering system, then loosening of the foundation strata, or instability of the slopes, or damage to the foundations or structures may occur. The supply of all labor and materials, and the performance of all work necessary to carry out additional work for reinstatement of the structures of foundation soil resulting from such inadequacy or failure shall be undertaken by the Contractor subject to the approval of the Engineer, and at no additional expense to the Owner. END OF SECTION SECTION 02577 - PAVEMENT MARKING Part 1.00 General 1.01 WORK INCLUDED A. The work included in this Section consists of furnishing all labor, materials, transportation, equipment and incidentals required to provide painted reflectorized traffic stripes, including edge stripes and traffic guides as shown on the Drawings and specified herein. 1.02 SUBMITTAL A. Certification of testing laboratory as to compliance with State DOT Standard Specifications for Highway and bridge Construction (latest edition). Part 2.00 Products 2.01 MATERIALS to the State DOT Standar Specifications r Highway and Bridge A. Traffic paint shall conform d Spec fications fo H g y dg Construction (latest edition). B. Thermoplastic traffic stripes and markings shall conform with the State DOT Standard Specifications for Highway hwa and Bridge Construction latest edition). C. Glass spheres for reflective paint shall conform with the State DOT Standard Specifications for Highway and Bridge Construction (latest edition). Part 3.00 Execution 3.01 APPLICATION A. Equipment used, alignment, application and protection shall be in accordance with the State DOT Standard Specifications for Highway and Bridge Construction (latest edition). END OF SECTION SECTION 02640 - VALVES AND APPURTENANCES Part 1.00 General 1.01 SCOPE OF WORK A. Furnish and install all valves and appurtenances as shown on the Drawings and as specified herein. B. The equipment shall include, but not be limited to, the following: 1. Gate valves 2. Ball valves for PVC pipe 3. Check valves 4. Plug valves 5. Air and vacuum valves 6. Fire hydrants 7. Corporation stops 8. Expansion joints 9. Unions 9. Compression couplings 11. Hose bibbs 12. Hydraulic cushioned check valves 13. Pressure gauges 1.02 DESCRIPTION OF SYSTEMS A. All of the equipment and materials specified herein are intended to be standard for use in controlling the flow of water, sewage, sludge, chemicals, etc., depending on the applications. B. All materials and manufacturers of said materials shall meet the requirements of the utility agency that will maintain this system. Contractor shall obtain a copy of the requirements from the agency. 1.03 QUALIFICATIONS A. All of the types of valves and appurtenances shall be a product of well-established reputable firms who are fully experienced and qualified in the manufacture of the particular equipment to be furnished. The equipment shall be designed, constructed and installed in accordance with the best practices and methods and shall comply with these specifications as applicable. B. All materials and manufacturers of said materials shall meet the requirements of the utility agency that will maintain this system. Contractor shall obtain a copy of the requirements from the agency. 1.04 SUBMITTALS A. Submit to the Engineer within 30 days after execution of the contract a list of materials to be furnished, the names of the suppliers and the date of delivery of materials to the site. B. Complete shop drawings of all valves and appurtenances shall be submitted to the Engineer for approval. 1.05 TOOLS A. Special tools required for normal operation and maintenance shall be supplied with the equipment. Part 2.00 Products 2.01 MATERIALS AND EQUIPMENT A. General: 1. All valves and appurtenances shall be of the size shown on the Drawings, and whenever possible, all equipment of the same type shall be from one manufacturer. 2. All valves and appurtenances shall have the name of the maker and the working pressure for which they are designed cast in raised letters upon some appropriate part of the body. EIMMFI Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 THIS SHEET PROVIDED FOR REFERENCE ONLY. NOTES PROVIDED IN CIVIL PLANS SUPERSEDE SPECIFICATIONS SHOWN HERE. � \ . Z Q olf LQ • 1 U) LLJ W W Z _Q J Q is i Issue Date: 5/21/12 REVISION INFORMATION 1 06-29-2012 PLAN REVIEW COMMENTS 2 08-17-2012 PLAN REVIEW COMMENTS Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING CIVIL SPECIFICATIONS (SHEET 3 OF 7) CS3 aD N a rJ m (D _Q 0 LO N_ N N rT 7) Q V) U 0) 3 (3 (1) 0- U) U I N N 11-10 0 Q U C: 0) .F Q) 0 N Z_ I a� a U C: rll L 0 0 I _ N 0 n 00 Li 0 _J I 0 Z 0 M iv F_ 0 C 0) C .� 0 L n 0 U O a v 0 0 = I E Y 0 T E 0 0 3 N 0 0) 0 u v_ U 0 a 0 `0 = E Y 0 0 ,- 0 6 0 C 0 .o N 0 s 0 C 3 0 L_ 3 E 0 0 N U O -6 L Q) Q_ 0 0- E 0 O IU) 0) 0 0- 0 n Q 3 -r- 0 s 3 0 U 0 Q> 0 0- D n U w U 0 In_ 0 a r 0 T 0 0) 6 U a) 0) 6 L 0 0 E .5 t C 0 2 C, C rn 0) 0 U) a 1) C 0 U 0 L_ 3 0+ 0 Q) E 0 L H SECTION 02640 - VALVES AND APPURTENANCES - CONTINUED 2.02 GATE VALVES A. Gate valves for water shall meet the requirements of AWWA C509. Valves shall be rated for 150 psi working pressure and a minimum 300 -psi test pressure. Valves shall be iron body, bronze -mounted, resilient seal double disc, parallel set, and non -rising stem type fitted with 0 -Ring seals. The operating nuts shall be 2 inches square. All valves shall open counter clockwise. Stuffing boxes shall be the 0 -Rings type. Gate valves shall be mechanical joint, ANSI/AWWW C111/A21.11, or flange joint, ANSI 816.1 Class 125, as shown on the Drawings or specified. B. All buried valves shall be fitted with cast iron three-piece adjustable valve boxes. The barrel shall be two-piece, screw type, having a5-1/4 inch shaft. The upper section shall be complete with cast iron cover. Covers shall have "WATER" for water valves and "RECLAIM" for reclaim valves cast into the top. Valve boxes shall be provided with a concrete base as shown on the Drawings. Pour tee -bandied valve wrenches of suitable length shall be furnished to operate all valves within valve boxes. C. Exposed valves shall be equipped with handwheels or chainwheels as shown on the Drawings. Handwheels shall be of ample size and shall have an ARROW and the word "OPEN" cast thereon to indicate the direction of opening. D. Valves 12 inches or larger shall be provided with bevel or spur gears depending on the position of the valve as indicated on the Drawings. The gears shall be housed in a grease case of the extended yoke type to permit repacking the stuffing box of the valve without disassembly. Valves 16 inches or larger designed to lie horizontally shall be equipped with rollers to carry the weight of the wedge throughout its travel. E. Valve wrenches arid extension stems shall be provided by the manufacturer. 2.03 BALL VALVES FOR PVC PIPE A. Ball valves for PVC pipe shall be of PVC Type 1 with union, socket, threaded or flanged ends as required. Ball valves shall be full port, full flow, all plastic construction, 150 psi rated with Teflon seat seals and T -handles. B. All valves shall be mounted in such a position that valve position indicators are plainly visible when standing on the floor. 2.04 CHECK VALVES A. Check valves for cast iron and ductile iron pipe shall be swing type and shall meet the material requirements of AWWA Specification C500. The valves shall be iron body, bronze mounted, single disc, 150 psi working water pressure, nonshock, and hydrostatically tested at 300 psi. Ends shall be 125 pound ANSI 816.1 flanges or 125 pound ANSI B2.1 threaded fittings depending upon location. B. When there is no flow through the line, the disc shall hang lightly against its seat in practically a vertical position. When open, the disc shall swing clear of the waterway. C. Check valves shall have bronze seat and body rings, stainless steel hinge pins and bronze nuts on the bolts of bolted covers. D. Valves shall be so constructed that disc and body seat may easily be removed and replaced without removing the valve from the line. Valves shall be fitted with an extended hinge arm with outside lever and spring or weight. E. Check valves for small diameter PVC pipe shall be of PVC Type 1, Series BC with union, socket, threaded or flanged ends as required. 2.05 PLUG VALVES A. Plug valves for sewer piping shall be non -lubricated eccentric plug type with semi -steel bodies, resilient faced plugs, and welded nickel seats. Port areas shall be at least 80 percent of full pipe area. Valves shall be capable of drip -tight shutoff at pressure differentials up to the full rating of. the valve with pressure in either direction. All exposed nuts, bolts, springs, and washers shall be zinc plated, except exposed hardware for submerged valves shall be stainless steel. Valve bodies shall be furnished with 125/150 -pound ANSI standard flanged ends, or mechanical joints, as shown on the Drawings. B. All valves 20 inches or larger shall be equipped with gear actuators. All gearing shall be enclosed, suitable for running in oil, with seals provided on all shafts to prevent entry of dirt and water into r the actuator. All shaft bearings shall be furnished with permanently lubricated bronze bearing bushings. Actuator shall clearly indicate valve position and an adjustable stop shall be provided. Construction of actuator housing shall be semi -steel. Plug valves installed such that actuators are 6 feet or more above the floor, shall be provided with chainwheels and chains. C. Where shown on the drawings, plug valves shall be installed with extended shafts and actuators. Actuators for extended shafts shall be mounted on floor stands where indicated on the Drawings or shall have removable handwheels where floor stands are not called for. Six-inch sleeves shall be provided for extended shafts in all floors, and covers shall be provided where necessary. Shafts shall be of adequate strength to operate the valve, and shall be 304 stainless steel where submerged and carbon steel elsewhere. Floor stands shall be equipped with valve position indicators and a lock for handwheel. D. All buried valves shall be furnished with three-piece cast iron adjustable valve boxes. The barrel shall be two-piece, screw type, having a 5-1/4 inch shaft. The upper section shall be complete with cast iron cover. Covers shall have "SEWER" cast into the top. Valve boxes shall be provided with concrete base as shown on the Drawings E. All plug valves shall be installed so that the direction of flow through the valve is in accordance with the manufacturers recommendations. 2.06 AIR RELEASE VALVES - AIR AND VACUUM VALVES AND COMBINATION A. The air release valves and air and vacuum release valves shall be suitable for sewage or water, rated for a minimum 150 psi working pressure, and shall have a cast iron body and cover, stainless steel float and trim, and Buno-N seat. The fittings shall be threaded. Valves shall be furnished with backwash accessories. Valves shall meet AWWA C-507. Valves used in potable water service shall be certified to NSF/ANSI 61 Drinking Water System Components. Valve body and cover shall be constructed of ASTM A126 Class B cast iron for working water pressure up to 300 psi. B. Check assembly air and vacuum release valves shall be able to allow air or gas to escape during the liquid filling process and to permit air to enter when the system is drained, partially drained or flow is stopped, causing the system pressure to drop below atmospheric pressure. The valves shall be of the large orifice, floating ball type. The body shall be of flanged gray cast iron construction with integral case seat and ball retaining rails. The ball shall be a hollow steel sphere with a smooth covering of nitril rubber. The valve shall be suitable for 150 psi working pressure and a temperature of 185 degrees F. Flanged ends shall be integral with body casting, flat faced and drilled to ANSI 816.1, Class 125 cast iron standard. 2.07 FIRE HYDRANTS A. Fire hydrants shall be 5-1/4 inch minimum valve opening and shall comply with the current AWWA Standard Specification C502-05 with fire hydrants for water works service. Each hydrant shall have 6 -inch mechanical joint ends with strappin lugs and shall open by turning counterclockwise. Fire hydrants shall be of ample length for 3-1%2 foot depth of bury, and be furnished with a safety flange and compression type main valve. It shall be provided with two 2-1/2 inch hose nozzles and one 4-1/2 inch pumper nozzle, all having National Standard hose threads. Bronze nozzles shall have caps attached by chains. Operating nuts shall be AWWA Standard (pentagonal, measuring 1-/2 inch point to flat). Fire hydrants shall be equipped with self -oiling bonnet and "O -Ring" packing. Fire hydrants shall be painted in accordance with the specifications in a color to correspond to the present standard of the city having jurisdiction. 1. Hydrants shall be installed plumb and in true alignment with the connection pipes to the water main. They shall be securely braced against the end of the trench (undisturbed soil) with concrete thrust blocks. The gravel or crushed stone for the drain sump, followed by backfilling, shall be carefully placed and compacted. Installed hydrants shall be painted lime -yellow (Dupont 7744D or equivalent) for the final coat. Hydrant placement shall not be at a distance greater than 18 feet from a paved stabilized area, which can withstand the weight of a Class A pumper. The center of the steamer port shall be 18 inches above final grade. Steamer port shall be correctly positioned for the proper connections as defined by the authority having jurisdication. Hydrant valve shall be permanently connected to the water main tee with "All Thread" rod locking retainer glands. 2.08 CORPORATION STOPS AND CURB STOPS A. Corporation stops and curb stops shall be all brass and bronze suitable for 150 psi operating pressure, equipped with connections compatible with the connecting service pipe type, threaded in accordance with AWWA C800-05, and shall be of sizes required and/or noted on the Drawings. 2.09 EXPANSION JOINTS A. Joints shall be of the arch type with the number of arches dependent on movement, as shown on Drawings. They shall be constructed of multiple plies of woven fabric, impregnated with viton and reinforced with welded steel rings imbedded in the body. They shall have flanges integral with the body of fabric -reinforced rubber, with ANSI 125 pound drilling, and a Hypolon coating applied at the factory for protection from ozone -and weathering. Each end flange shall be backed up with 3�8" thick galvanized steel retaining rings. Joints shall be installed in accordance with manufacturers recommendations. B. Control units (restraining rods) shall be installed if adequate anchoring is not practical, in accordance with the manufacturer's standard installation instructions. Rods and plates should be steel, and rubber grommets should be used to isolate the rods from the plates. 2.10 COMPRESSION COUPLINGS A. Compression couplings and compression fittings for piping 2 inches in diameter and smaller shall conform to ASA specifications for 150 psi rated fittings. Coupling bodies shall be seamless steel, and fitting bodies shall be malleable iron. Retainer rings shall be steel. Fittings for copper tubing shall be constructed of brass. When pipe movement out of the coupling or fitting might occur, proper anchorage of the pipe must be provided. B. Cast couplings shall be furnished for all piping greater than 2 inches in diameter, with middle rings constructed of cast iron and follower rings made from high-grade malleable iron. The gaskets shall be completely confined and held firmly in position during tightening for full sealing compression all around the pipe. Couplings shall be rated for 150 psi working pressure. 2.11 UNIONS A. Unions shall be 150 psi rated constructed of zinc -coated malleable iron. Unions on water piping 2-1/2 inches in diameter and larger shall be furnished with 125 -pound ANSI standard flanged ends. Gaskets for flanged unions shall be of the best quality fiber, plastic or leather. Unions shall not be concealed in walls, ceilings, or partitions. 2.12 HOSE BIBBS A. Hose bibbs shall be bronze bod with renewable composition disc, screw-in bonnet and threaded inlet. Potable water bibbs shall be 3�4 inch or 1 inch with vacuum breaker as noted on the Drawings. SECTION 02640 - VALVES AND APPURTENANCES - CONiiNUED 2.13 HYDRAULIC CUSHIONED CHECK VALVES A. Hydraulic controlled closing check valves shall meet AWWAC-508 and shall be constructed with a heavy cast iron body with a welded steel disc having a rubber seating face, a non -corrosive shaft for attachment of counterweight aim and lever, and a completely non -corrosive hydraulic cushioning chamber. It shall be designed for installation on the pump discharge to absolutely prevent the return of flow back through to the pump, and shall close at a controlled rate to minimize the normal closing surge. The hydraulic cushioning chamber shall be attached.to the side of the valve body externally and be -constructed with a piston operating in a chamber that will permit the valve to be operated without any metering action. The cushioning shall be by oil stored in an oil reservoir attached by piping, and fittings to the cushion chamber. The chamber shall be arranger' to provide an adjustable closing speed to meet the service requirements. 2.14 PRESSURE GAUGES A. Pressure gauges shall be direct mounted, cast aluminum case, with a 4-1/2 inch diameter dial and furnished with a clear glass crystal window, 1/4 -inch shut-off valve, and a bronze pressure snubber. Provide diaphragm seals between shut-off valve and pressure gauge on all lines. All gauges shall be weatherproofed. The face dial shall be white finished aluminum with jet-black graduations and figures. The face dial shall indicate the units of pressure being measured (e.g., feet, inches, etc.) or be dual scale. Part 3.00 Execution 3.01 INSTALLATION A. All valves and appurtenances shall be installed in the locations shown, true to alignment and rigidly supported. B. Fire hydrants shall be set at the locations designated by the Engineer and bedded on a firm foundation. Each hydrant shall be set in true vertical alignment and properly braced. Concrete thrust blocks shall be placed between the back of the hydrant inlet and undisturbed soil at the end of the trench. Minimum bearing area shall be as shown on the Drawings. Felt roofing paper shall be placed around the hydrant elbow before placing concrete. If directed, the hydrant shall be tied to the pipe with suitable rods or clamps, either galvanized, painted, or otherwise rustproof treated. Concrete used for backing shall not be leaner than 1 part cement, 2-1/2 parts sand, and 5-1/2 parts stone. Hydrant paint shall be touched up as required after installation. C. Prior to installation of cast couplings, the pipe ends shall be cleaned thoroughly for a distance of 8 inches. Use pipe manufacturer pipe lubricant that does not support bacterial growth and is non-toxic, water soluble, imparts neither taste or odor to the conveyed water and is ANS/NSF 61 approved as a gasket lubricant. A follower and gasket, in that order, shall be slipped over each pipe to a distance of about 6 inches from the end, and the middle ring shall be placed on the already laid pipe end until it is properly centered over the joint. The other pipe end shall be inserted into the middle ring and brought to proper position in relation to the pipe already laid. The gaskets and followers shall then be pressed evenly and firmly in the middle ring flares. After the bolts have been inserted and all nuts have been made up finger -tight, diametrically opposite nuts shall be progressively and uniformly tightened all around the joint, preferably by use of a torque wrench of the appropriate site and torque for the bolts. 3.02 SHOP PAINTING A. Ferrous surfaces of valves and appurtenances shall receive a coating of rust -inhibitive primer. All pipe connection openings shall be capped to prevent the entry of foreign matter prior to installation. 3.03 FIELD PAINTING A. All metal valves and appurtenances specified herein and exposed to view will be painted as pert of the work. 3.04 FIELD TESTING A. After installation, all valves and appurtenances shall be tested at least 1 hour at the working pressure corresponding to the class of pipe, unless a different test pressure is specified. If any joint item proves to be defective, it shall be repaired or replaced to the satisfaction of the Engineer. END OF SECTION SECTION 02660 - WATER DISTRIBUTION SYSTEM Part 1.00 General 1.01 WORK INCLUDED A.The work included under this Section consists of furnishing all material, equipment, transportation, tools and labor to install water mains, valves, fittings, specials, and other appurtenances, as shown on the Drawings or specified herein, including flushing, testing and sterilizing for a complete job ready to operate. 1.02 RELATED WORK A.Section 02210 - Site Earthwork B.Section 02221- Trenching, Backfilling and Compaction for Utility Systems C. Section 02530 - Dewatering System D. Section 02640 - Valves and Appurtenances E. Section 03000 - Concrete 1.03 QUALITY ASSURANCE A. Design Requirements: 1. PVC water mains 4 inches and larger in diameter shall be constructed with cast or ductile iron fittings. 2. PVC pipe shall not be used for water mains larger than 12 inches in diameter. 3. Water mains 4 inches to 12 inches In diameter shall be PVC or ductile iron as shown on the Drawings. 4. Water mains larger than 12 inches in diameter shall be ductile iron, unless otherwise noted on the Drawings. B.Storage: All pipe shall be stored on level ground, preferably turf or sand, free of sharp objects which could damage the pipe. Stacking of pipe shall be limited to a height that will not cause excessive formation of the de bottom layers f i y s o pipes. Where necessary, due to ground conditions, the pipe shall be stored on wooden sleepers, spaced suitably and of such width as not to allow deformation of the pipe at the point of contact with the sleeper or between supports. C. Pipe Inspection: The Contractor shallobtain from the pt pe manufacturers a certifcate of Inspection to the effect that the pipe and fittings supplied have been inspected at the plant and that they meet the requirements of these Specifications. All pipe will be inspected upon delivery and that which does not conform to the requirements of these Specifications shall be rejected and must be Immediately removed from the site by the Contractor. D. All materials and manufacturers of said materials shall meet the requirements of the utility agency that will own and maintain this system. Contractor shall obtain a copy of the requirements form the agency. 1.04 SUBMITTALS A. Shop Drawings: In general, six (6) copies of the following shop drawings shall be submitted to the Engineer for approval prior to construction: 1. Mill test certificates and certified test reports on the pipe and fittings. 2. Details of restrained and flexible joints 3. Hydrants 4. Meter vaults and boxes 5. Valves and valve boxes 6. Service connection assemblies 7. Joint lubricant 8. Restrained Joints Part 2.00 Products 2.01 MATERIALS A.Ductile Iron Pipe and Fittings: 1. Ductile Iron Pipe: Ductile iron pipe shall conform to the requirements of ANSI Standard A21.51/ C151. A minimum of Class 50 pipe shall be supplied. 2. Fittings: a. All ductile iron fittings shall be mechanical joint or single gasket push -on type with a minimum pressure rating of 350 psi and shall conform to the requirements of ANSI/AWWA A21.53/C153. b. Mechanical joint and/or single gasket push -on type fittings shall be cement lined, seal coated and outside coated as specified above for ductile iron pipe. 2. Joints: Mechanics Ijti oints consisting of bell socket land bolts and nuts shall conform to as ANSI/AWWA A21.11/C111. Bolts shall be high strength, annealed cast iron or low alloy steel, T -head type having hexagonal nuts. Bolts and nuts shall be machined true and nuts shall be tapped at right angles to a smooth bearing surface. Single seal gasket push on type joints shall conform to the requirements of ANSI A21.11. Flanged joints shall conform to ANSI Standard B16.1-125 LB. 3. Restrained Joints: Restrained joints may be of the types fabricated by the various manufacturers, upon approval by the Engineer of details submitted by the Contractor. Restrained joints that require field welding will not be acceptable. The thickness of the pipe barrel remaining at grooves cut for restraint shall not be less than that required for the design wall thickness. Joints using set screws will not be acceptable. Restrained joints shall be furnished for 24 inches and larger pipe at changes in direction of the water main. 4. Gaskets: Gaskets shall be of vulcanized crude rubber or polyvinyl chloride plastisol. Gaskets shall have plain tips unless otherwise specified. Gaskets shall meet ANSI/AWWA C111/A21.11. B.Polyvinyl Chloride Pipe (PVC): 1. Pipe: a. PVC Pipe (4 inches to 12 inches in diameter) shall be manufactured from polyvinyl chloride resin conforming to ASTM Designation D1784. Pipe of this material shall conform to AWWA C900. The pipe shall bear the National Sanitation Foundation (NSF) seal for potable water pipe. Pipe shall have a minimum dimension ratio number of 18 and shall be supplied -in standard lengths of 20 feet. b. PVC Pipe (14 inches to 36 inches in diameter) shall be manufactured from polyvinyl chloride resin conforming to ASTM Designation D1784. Pipe of this material shall conform to AWWA C905. The pipe shall bear the National Sanitation Foundation (NSF) seal for potable water pipe. Pipe shall have a dimension ratio number of 25 and a pressure class rating of 165. Pressure class 235 shall meet DR18 and shall be supplied in standard lengths of 20 feet. SECTION 02660 - WATER DISTRIBUTION SYSTEM - CONTINUED 2. Joints: a. All joints for PVC pipe 2 inches and larger shall be push -on type- joints. Joints shall conform to the requirements of ASTM Designation D 3139 and provide for the pressure rating of the pipe. b. Joints in PVC pipe smaller than 2 inches shall be solvent welded in accordance with the recommendations of the pimanufacturer. A.Prestressed Concrete Pipe (PCP Pipe, fittings and specials shall conform to AWWA Standard C301, "Prestressed Concrete Pressure Pipe, Steel Cylinder Type, for Water and Other Liquids." Fittings and specials shall be Type "B". The pipe interior shall receive a bituminous seal coat as specified in AWWA C104, unless other special protective linings are specified. Gaskets shall be of a material composition suitable for the specific service application. Pipe design shall be in accordance with AWWA C301, f,r the maximum operational internal pressure and external loading. The Contractor shall submit said design calculations from the manufacturer to the Engineer. installation shall be B. Copper Pipe: Copper pipe or tubing for undergroundType K and conform to the requirements of ASTM Designation B 251. Fittings shall be brass with approved compression or flare type connections. C.Golvanized Steel Pipe: 1. Pipe Material: Galvanized steel pipe shall be Schedule 40 and conform to the requirements of ASTM Designation A 120. 2. Fittings: Fittings for galvanized steel pipe shall be galvanized malleable iron pipe, 150 pound, Type U, conforming to Federal Specification WW -P-521. 3. Joints: Joints shall be standard screw thread type. F. Polyethylene Tubing: Polyethylene tubing for service lines shall be municipal service copper tube sized and approved for potable water use by the National Sanitation Foundation. Tubing shall bear the NSF seal and conform to the requirements of AWWA C901/ASTM D 2737, and shall have a minimum pressure class of 160 with DR 9. Polyethylene materials shall be PE 3406 and shall conform, to ASTM D 3350. E. Polyethylene Pressure Pipe: Polyethylene pressure pipe for service lines shall be iron pipe sized and approved for potable water use by the National Sanitation Foundation. Pipe shall bear the NSF seal and conform to the requirements of AWWA C901/ASTM D 2239, and shall have a minimum pressure class of 160 with IDR 7. Polyethylene materials shall be PE 3406 and shall conform to ASTM D 3350. Part 3.00 Execution 3.01 PREPARATION A.Clearing: The Contractor shall perform all necessary clearing operations for the installation of the water pipe and appurtenances as specified in Section 02221Trenching, Backfilling and Compaction for Utility Systems. B. Cleanliness: The interior of the pipes shall be thoroughly cleaned of all foreign matter before being lowered into the trench and shall be kept clean during laying operations by means of plugs approved by the Engineer. 3.02 PERFORMANCE A. The Contractor shall perform all necessary operations, such as excavation, dewatering, foundation preparation, pipe bedding, backfilling, backfill compaction, etc., for the proper installation of the water pipe as specified in Section 02221- Trenching, Backfilling and Compaction for Utility Systems. B. Water in Excavation: Water shall not be allowed in the trenches while the pipes are being laid and/or tested. The Contractor shall not open more trench than the available pumping facilities are able to dewater. The Contractor shall assume responsibility for disposing of all water so as not to injure or interfere with the normal drainage of the territory, and so as to not cause damage to existing structures. In no case shall the pipelines being installed be used as drains for such water, and the ends of the pipe shall be kept properly and adequately blocked during construction by the use of stoppers approved by the Engineer. All necessary precautions shall be taken to prevent the i entrance of mud, sand, or other obstructing matter into the pipelines. C.Clean up: During the progress of work, the Contractor shall clean up the work area as each section of pipe is completed and tested. Upon completion of the work, all trash, debris and excess material must be hauled away and disposed of to the satisfaction of the Engineer. The completed work shall be cleared and graded to a condition at least equal to that existing before the start of construction. 3.03 INSTALLATION A. Pipe: 1. Gradient: Lines shall be laid straight and to grade, as indicated on the Drawings, with a minimum of 36 inches of cover or deeper if required by local frost depth, maintained with respect to finish grade. 2. Pipe Joint Deflection: Whenever it is desirable to deflect pipe, the amount of deflection shall not exceed the maximum limits as shown in AWWA Standard C600 for ductile iron pipe and the maximum limits as established by the manufacturer of PVC pipe. 3. Rejects: Any pipe found defective shall be immediately removed and replaced with sound pipe at the Contractors expense. 4. Anchors: Concrete thrust blocks shall be placed at all bends, tees, plugs and other fittings to provide lateral support, except when restrained joints are specified. Thrust blocks shall conform to the details shown on the Drawings and shall be of Class C concrete. B.Ductile Iron Pipe Joints: 1. Mechanical Joints: All types of mechanical joint pipes shall be laid and jointed in full conformance with manufacturers recommendations, which shall be submitted to the Engineer for review and approval before work is begun, 2. Push -On Joints: Push -on joints shall be made in strict, complete compliance with the manufacturers recommendations. Lubricant, if required, shall be an inert, nontoxic, water-soluble compound incapable of harboring, supporting, or culturing bacterial life. Lubricant is as specified by ANSI/NSF61. C.Concrete Encasement: 1. Concrete encasement shall be constructed in accordance with details shown on the Drawings and shall be constructed of Class C concrete. 2. The points of beginning and ending of pipe encasement shall be not more than 6 inches from a pipe joint to protect the pipe from cracking due to uneven settlement of its foundation or the effects of superimposed live loads. D. Service Connections: 1. Service connections of the size and type called for on the Drawings shall be provided per local utility standards. 2. Connections to water mains 4 inches and larger shall be made by drilling the appropriate size holes and installing service saddles. Service to smaller pipe sizes shall be accomplished by in-line fittings. h i r ' n shall be marked etching o 3. On curbed streets, the exact location for each service connection y g cutting a "W" in the concrete curb. Where no curb exists or is planned, locations shall be marked by a method approved by the Engineer. E. Roadway Crossing: 1. Roadway crossings which require jacking and boring, as identified on the Drawings, shall use steel casing and jacking procedures conforming to the requirements of the State Department of Transportation having jurisdiction as outlined in Utility Accommodation Policy and any supplements thereto. Right-of-way property and surface conditions shall be restored at least equal to their original condition. 2. The Contractor shall maintain traffic on the roadway and shall keep all workmen and equipment clear of the pavement during the work. All safety regulations of the Department of Transportation shall be complied with. 3. The top of the casing shall maintain a minimum 30 -inch clearance under the roadway surface. Plastic skids for sliding the carrier pipe through the casing shall be spaced per the manufacturer's recommendations and the skids shall be permanently banded to the carrier pipe. After the carrier pipe has been tested for leakage the ends shall be blocked with an 8 -inch wall of brick masonry with a weep hole installed near the bottom of each wall. A vent shall be installed as indicated on the Drawings. F. Connection to Existing System: 1. All connections to existing mains shall be made after complete disinfection of the proposed system and shall be made under the direction of the owners of the existing system. Valves separating the mains being installed from existing mains shall be operated by or under the direction of said owner's representative. The cost of the work in making the connections shall be paid for by the Contractor. 2.1n the event any existing users will be without water while a connection is being made, the Contractor shall notify them when the water will be turned off and when he estimates service will be resumed. In some instances, these connections may have to be made at night. No user shall be without water service for more than two hours or as allowed by the local water utility. 3.04 FIELD QUALITY CONTROL A.General: Written notice shall be given to the Engineer and to the agency that will operate the system, if different from the Owner, a minimum of 48 hours (excluding weekends) prior to any test for acceptance being run. A representative of the Engineer shall be present during all tests for acceptance. The Contractor should determine that the sections to be tested for acceptance will pass the required tests prior to giving the above notice to the Engineer. If any section fails to pass the tests for acceptance, the. Contractor shall make all repairs needed for the section to pass and retest II s incurred b the Owner including notification as above. The Contractor shall bear a costs the section y and/or the Engineer for the retests and repairs to the main and appurtenances as required. B.Flushing: All water mains shall be flushed to remove all sand and other foreign matter. Flushing shall be terminated at the direction of the Engineer. The Contractor shall dispose of the flushing water without causing a nuisance or property damage. C.Hydrostatic Tests: 1. All components of the water distribution system, including fittings, hydrants, connections and valves of the water distribution system shall remain uncovered until tested and accepted; provided, however, that pipe trenches under traveled streets or roads or in unstable soil conditions may be backfilled with the permission of the Engineer. No testing shall be done until all concrete thrust blocking is in place and set. In testing, the part of the system under test shall be filled with water and subjected to a sustained pressure of 150 pounds per square inch. The piping shall be tested in sections between valves, thereby testing each valve for secure closure. While the piping is being filled with water, care shall be exercised to permit the escape of air from extremities of the test section with additional release cocks provided if required. The basic provisions of Section 13, AWWA C-600 for ductile iron pipe and AWWA C-605 and Manual Number M-23 for PVC pipe, where applicable, shall apply. 2. Test pressure shall be maintained by pumping for at least 2 hours and until all sections under test have been checked for evidence of leakage. Rate of loss shall not exceed that specified hereinafter. 3. The Contractor shall provide all labor, equipment and materials and shall conduct all testing required, under the direction of the Engineer. No separate payment will be made for this work and the cost for this work shall be included in the unit price quoted in the proposal for the applicable item of work. Test shall be conducted in the presence of representatives from the City, Owner and Project Engineer, with 48 hours advance notice provided. SECTION 02660 - WATER DISTRIBUTION SYSTEM - CONTINUED 4. Water for testing and flushing shall be potable water provided by the Contractor from a source approved by the Engineer. D.Allowable Limits For Leakage: 1. The hydrostatic pressure tests shall be performed as herein above specified and no installation, or section thereof, will be acceptable until the leakage is less than the number of gallons per hour as determined by the formulas: L Vxx (P) '%'� 7400 L = allowable leakage in gallons per hour N = number of joints in the section tested D = nominal diameter of the pipe in inches P = average test pressure maintained during the leakage kage test in pounds per square inch gauge For 133,200 - L allowable leakage in gallons per hour S = length of tested pipe in feet D = nominal diameter of the pipe in inches 2. Water shall be supplied to the main during the test period as required to maintain the test pressure as specified. The quantity used shall be measured by pumping from a calibrated container. E. Correction of Work: Where leakage exceeds the allowable limit, as specified herein before, the defective pipe or joints shall be located and repaired. If the defective portions cannot be located, the Contractor shall remove and reconstruct as much of the work as is necessary in order to conform to the specified limits. Any visible leaks or any defective pipe or joint shall be repaired or replaced as directed by the Engineer even though the total leakage is within the specified allowable limits. No additional payment will be made for the correction of defective work or for damage to other parts of the work resulting from such corrective work. F. Disinfection: 1. Before any portion of water distribution system is to be placed in service it shall be disinfected in accordance with the requirements of AWWA Standard C651, 'Disinfecting Waiter Mains'. 2. The disinfecting agent shall be free chlorine in aqueous solution, with sustained concentration for 24 hours or more of not less than 50 parts per million, except for the Slug Method with 100 ppm chlorine. Chlorine may be derived from chlorine gas, or 70 percent (high test) calcium hypochicrite (HTH or Perchloron, or equal). Administration may be by any of the several methods described in AWWA Standard C651 as proposed by the Contractor and approved by the Engineer. Proposals as to method must be made to the Engineer prior to commencement of the disinfection process. 3. Care shall be taken to provide disinfection to the total system. Following contact with chlorine solution, the system 50all be thoroughly flushed out. Samples shall then be taken using sterile containers obtained from the authority having jurisdiction. Samples shall be taken by the Contractor and delivered by him to the authority having jurisdiction or approved laboratory for analysis. 4.If samples do not demonstrate satisfactory results, the disinfection procedure shall be repeated until two series of satisfactory samples are obtained; the period between such series of samples shall be a minimum of 24 hours. END OF SECTION SECTION 02720 -STORM DRAINAGE STRUCTURES, PIPES AND FITTINGS Part 1.00 General 1.01 WORK INCLUDED A. The work included in this Section consists of furnishing all necessary labor, materials, equipment and transportation for the construction of culverts, storm sewers, inlets and other drainage structures as shown on the Drawings and specified herein. 1.02 RELATED WORK A. Section 02210 - Site Earthwork. B. Section 02220 - Structure Excavation and Backfill. C. Section 02221 - Trenching, Backfilling and Compaction for Utility and Drainage Systems. D. Section 02530 - Dewatering System. E. Section 03000 - Concrete (Site Work). 1.03 SUBMITTALS A. Shop Drawings: Shop drawings for the following ?tems shall be submitted for approval. 1. Grates and castings. 2. Precast structures. 3. Pipe and fittings. B. Manufacturers certification or conformance to ASTM requirements for grate castings, precast structures, and drainage pipe. 1.04 JOB CONDITIONS A. Existing Drainage System: Should the work indicated on the Drawings require connection to an existing storm sewer system, the Contractor shall be responsible for maintaining said system in operational order. The Contractor shall also repair or replace any damaged portions of the existing storm sewer system to original or better condition. Part 2.00 Products 2.01 MATERIALS A. Concrete Pipe: 1. Concrete pipe shall be reinforced concrete culvert pipe conforming to ASTM Designation C-76, Table III, except when otherwise indicated on the Drawings. Reinforced concrete horizontal elliptical pipe shall conform to the requirements of ASTM Designation C-507, Class HE 111. All concrete pipe shall be furnished without lifting holes. 2. Concrete pipe joints shall have a continuous 0 -ring rubber gasket which fits snugly in the annular space between the beveled surfaces of the tongue and groove ends of the pipe to form - a flexible watertight joint under all conditions of service. There shall be not exposed metal in the joints. Elliptical concrete pipe joints shall be wrapped with Typor (Style 3401), or approved equal, with the material extending a minimum of two (2) feet on both sides of the join: and a two (2) foot overlap on the top. Pipe joints and rubber gaskets shall conform to the requirements of ASTM C443. B. Zinc Coated Corrugated Iron or Steel Culvert Pipe: Zinc coated (galvanized) corrugated iron or steel culvert pipe, pipe arch and underdrain perforated pipe shall conform to the requirements of AASHTO Designation M-36. Bituminous coated pipe shall also be in conformance with the requirements of AASHTO Designation M-190, Type D (fully coated and fully paved). C. Smooth Lined Polymer Coated Corrugated Metal Pipe. Smooth lined corrugated pipe shall be composed of a smooth liner and helically corrugated shell integrally attached at helical lock seams spaced not more than 30 inches apart and extending from end to end of each length of pipe and shall conform to the requirements of AASHTO Designation M-245. Metal sheets shall be precoated on both surfaces and conform to the requirements of AASHTO Designation M-246, except the color need not be black. The total metal thickness of the nonprecoated sheets for the shell and liner shall not be less than the gauge shown in the Drawings. D. Smooth lined Corrugated Aluminum Pipe: Smooth lined corrugated aluminum pipe shall be composed of a smooth liner and helically corrugated shell integrally attached at helical lock seams spaced not more than 30 inches apart and extending from end to end of each length of pipe and shall conform to the requirements of AASHTO Designation M-196. The total metal thickness of the sheets for the shell and liner shall not be less than the gauges indicated in the Drawings for the respective sizes. E. Corrugated Aluminum Alloy Culvert Pipe: Corrugated aluminum alloy culvert pipe, arch pipe and underdrain perforated pipe shall conform to the requirements of AASHTO Designation M-196. F. Aluminum Coated Corrugated Steel Pipe and Pipe Arch: Aluminum coated corrugated steel pipe and pipe arch shall conform to the requirements of AASHTO Designation M-36 and shall be fabricated from sheet that conforms to AASHTO Designation M-274. Corrugations and pipe gauge shall be as indicated in the Drawings. On each end of pipe shall be two rolled annular corrugations to facilitate band connection. Connecting bands shall be minimum 16 -gauge thickness. G. Corrugated Pipe Watertight Coupling Bands: 1. Smooth lined corrugated pipe shall be field jointed with a smooth locking band not less than 12 inches wide for culverts with diameters of 8 inches to 60 inches inclusive, and not less than 24 inches wide for culverts with diameters greater than 60 inches. 2. Cellular rubber gaskets shall conform to ASTM Designation D-1056, sponge and expanded cellular rubber products, Grade No. SCE 41 and shall be 1 inch thick for 1/2 inch depth corrugations and 1-1/2 inches thick for 1 inch depth corrugations and shall be 5 inches wide for pipe 60 inches or less in diameter and 7 inches wide for pipe over 60 inches in diameter. The gasket shall be stretched not more than 20 percent of its original circumference when seated on the pipe prior to placing the band. 3. Other corrugated pipe field joints shall be coupled with bands that conform to the requirements of AASHTO Designation M-36 for steel pipe and M-196 for aluminum pipe. H. Brick: Brick for drainage structures shall be dense, hard burned, shale or clay brick conforming to ASTM Designation C-32, Grade MM or C-62, Grade MW, except that brick absorption shall be between five and twenty-five grams of water absorbed in one minute by dried brick, set flat face down, in 1/8 inch of water. I. Cement Mortar: Cement mortar for manhole construction shall be one part cement and two parts clean sharp sand to which may be added lime in the amount of not over twenty-five percent volume of cement. It shall be mixed dry and then wetted to proper consistency for use. No mortars that have stood for more than one hour shall be used. J. Concrete: Concrete shall conform to the requirements of Section 03000 - Concrete and unless otherwise specified, all concrete shall be Class B. K. Precast Concrete Units: Precast concrete drainage structures shall be constructed in accordance with ASTM Designation C-478. The design and fabrication of precast units shall be as shown on the Drawings and specified herein. L. Cast -In -Place Units: Cast -in-place concrete drainage inlets and other structures shall be constructed according to the Drawings and in conformance with the applicable requirements of Section 03000 - Concrete. Concrete for cast -in-place units shall be Class A. M. Castings: Castings for inlets and other items shall conform to the ASTM Designation A, Class 25. Castings shall be true to pattern in form and dimensions and free of pouring faults and other defects in positions which would impair their strength or otherwise make them unfit for the service intended. No plugging or filling will be allowed. Casting patterns shall conform to those shown on the Drawings. N. Corrugated Polyethylene pipe with smooth interior shall be that manufactured by ADVANCE DRAINAGE SYSTEMS (N-12) or equal. Pipe and joints shall be watertight and most ASTM D3212, AAHSTW M252, Type "S", and AAHSTO M294, Type "S". C011 Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT# 168113021 THIS SHEET PROVIDED FOR REFERENCE ONLY. NOTES PROVIDED IN CIVIL PLANS SUPERSEDE SPECIFICATIONS SHOWN HERE. I I . 4' Z Q W " `Q " F- U) LU CK Q J i Q 0 i Issue Date: 5/21/12 II ------ - - - - - 1 REVISION INFORMATION 2 08-17-2012 PLAN REVIEW COMMENTS Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING CIVIL SPECIFICATIONS (SHEET 4 OF 7) CS4 (1) N Q) C N Q) I - . C) E 0 r` d N 0 N Ili N 0) D Q LO :n U 0) 6 0 0- U) Fn U I N N 0 0 Q U C 0) .F (D 0 N Z_ I E 0 U =I Q) E 0 0 1 FN 0 00 > W _J I 0 Z 0 ►. 6 E 0 C CT .� 0 L_ v! U 0 a C 0 = 0 E Y 0 T 0 0 3 Q) 0 U, a> 0 0 0 U) a 0 E 0 _ E Y T C 0 .o a 0 C, 0 C 0 .o 0 3 3 C 3 0 f 3 E 3 U 0 L 0 a) c; 0 0 i CL 0 0- .E 0 0 W 3 IV a) L 0 CL a) L 3 3 0 0 U 0 4) 0 e- , w U W a m 0 0 _� 6 U .] Q) 0 2 0 0 .6 W 2 a> u) 0 Q) C L3 0) -o 0 u) a Q U 0 U 4) 3 0) 0 c 0 E 0 L H_ SEC11ON 02720 -STORM DRAINAGE STRUCTURES, PIPES AND FITTINGS - CONTINUED Part 3.00 Execution 3.01 PREPARATION A. Clearing: The Contractor shall perform all necessary clearing operations for the installation of the storm drainage structures, pipe and fittings as specified in Section 02210 - Site Earthwork, Section 02220 - Structure Excavation and Backfill, and Section 02221- Trenching, Backfilling and Compaction for Utility and Drainage Systems. 3.02 PERFORMANCE A. The Contractor shall perform all necessary operations, such as excavation, dewatering, foundation preparation for structures, pipe bedding, backfilling, backfill compoctimi, etc., for the proper installation of the storm drainage structures, pipe and fittings as specified in Section - Backfilling, and Compaction Section 02221 -Trenching, B 02220 Structure Excavation and Backfill, and g, g. P for Utility and Drainage Systems. B. Installation 1. Laying Concrete Pipe: a. All pipe shall be carefully laid true to the line and grade shown on the Drawings. Any deviation from true alignment or grade which would result in a displacement from the normal position of the gasket of as much as 1/4 inch, or which would produce a gap exceeding 1/2 inch between sections or pipe for more than 1/3 of the circumference of the inside of the pipe, will not be acceptable and where such occurs, the pipe shall be relaid without additional compensation. No mortar, joint compound, or other filler which would tend to restrict the flexibility of the gasket joint shall be applied to the gap. Pipes having defects that have not caused their rejection are to be so laid that these defects will be in the upper half of the pipe. b. Before installation of the pipe gasket, the gasket and the surface of the pipe joint, including the gasket recess shall be clean and free from grit, dirt, or other foreign matter at the time the joints are made. In order to facilitate closure of the joint. application of an approved vegetable soap lubricant immediately prior to closing of the joint will be permitted. c. All pipes shall be laid with bells or grooves uphill. As the pipes are laid throughout the work, they must be thoroughly cleaned and protected from dirt and water. No length of pipe shall be laid until the two preceding lengths have been thoroughly embedded in place so as to prevent any movement or disturbance of the finished joint. No walking on or working over the pipes after they are laid, except as may be necessary in tamping earth and refilling, will be permitted until they are covered to a depth of one foot. Fill placed around the pipe shall be deposited on both sides simultaneously to approximately the some elevation and uniformly compacted. Whenever the pipe laying is discontinued, as at night, the unfinished end is to be securely protected from displacement due to caving of the banks or from other injury and a suitable stopper is to be inserted therein. 2. Laying Corrugated Pipe: a. All corrugated pipe shall be carefully laid, true to the line and grade shown on the Drawings. The pipe gasket and coupling band shall be. centered over the joint with the coupling bank bolts securely tightened without cutting the gasket. b. Fill placed around the pipe shall be deposited on both sides simultaneously to, approximately the some elevation and uniformly compacted. Whenever the pipe laying is discontinued, as at night, the unfinished end is to be securely protected from displacement due to caving of the banks or from other injury and a suitable stopper is to be inserted therein. 3. Drainage Structures: c. Concrete inlets or other structures shall be constructed in conformity with the Drawings. Forms shall be designed and constructed so that they may be removed without injury to the concrete and shall be left in place for at least 24 hours after concrete is poured. Concrete shall be thoroughly tamped and shall be cured for at least 5 days after removal of forms. Honeycomb places shall be thoroughly cleaned, saturated with water and pointed up with mortar. d. Precast inlets or other structures may be used in lieu of cast -in-place structures. Grates are to be set in place in mortar to the proper line and grade. 3.03 TESTING STRUCTURES A. Leakage: The watertightness of manholes and inlets (except for bottomless types) may be tested, at the Engineer's option, at the time the structure is completed and backfilled. The test procedure is as follows: 1. Fill the structures with water to an elevation 1 foot below the start of the cone section with a minimum depth of 4 feet and a maximum depth of 20 feet. 2. Plug all inlets and outlets with approved stoppers or plugs. 3. Record the water surface drop during a 15 -minute period. The maximum allowable drop in water surface is 1/2 inch for each 15 -minute period. If the leakage exceeds this rate, the Contractor shall repair or replace the structure so as to provide a structure which will meet the required watertightness standards. END OF SECTION SECTION 02730 - SANITARY SEWAGE SYSTEM Part 1.00 General 1.01 WORK INCLUDED A. The work included in this Section consists of furnishing all labor, equipment and materials necessary for the construction of gravity sanitary sewer lines, manholes, laterals, sewer connections and appurtenances as shown on the Drawings and specified herein. 1.02 RELATED WORK A. Section 02210 - Site Earthwork. B. Section 02220 - Structure Excavation and Backfill. C. Section 02221 - Trenching, Backfilling and Compaction. D. Section 02530 - Dewatering System. E. Section 03000 - Concrete (Site Work). 1.03 QUALITY ASSURANCE A. Details and shop drawings of the manholes, proposed to be furnished for this work, are submitted to and approved by the Engineer prior to the manufacture of the units. Manholes which are not manufactured in strict compliance with the approved shop drawings and these specifications will be rejected. B. The Contractor shall furnish shop drawings on all pipe, fittings and other appurtenances to show conformity with plans and specifications. C. Tests: Certified records of the tests made by the manufacturer, or by a reliable commercial laboratory, or both, shall be submitted with each shipment of pipe. All pipe will be inspected upon delivery and that which does not conform to the requirements of these specifications shall be rejected and must be immediately removed by the Contractor. The Contractor shall furnish and provide samples of pipe for the performance of such additional tests, as the Owner may deem necessary. D. Each length of pipe shall bear the name or trademark of the manufacturer, the location of the manufacturing plant, and the class or strength classification of the pipe. The markings shall be plainly visible on the pipe barrel. Pipe, which is not marked, clearly is subject to rejection. All rejected pipe shall be promptly removed from the project site by the Contractor. E. For precast manhole structures, the date of manufacture and the name or trademark of the manufacturer shall be clearly marked on each precast section. F. All materials and manufacturers of said materials shall meet the requirements of the utility agency that will maintain this system. Contractor shall obtain a copy of the requirements from the agency. 1.04 SUBMITTALS A. Shop Drawings: 1. Shop drawings shall be submitted to the Engineer for approval prior to construction. Where applicable, the following information shall be submitted: a. Precast manholes. b. Manufacturer's certification of conformance to ASTM requirements for precast structures. c. Manhole frames, covers and other castings. d. Manufacturer's certification of conformance to ASTM requirements for castings. e. Pipe joint and fittings. f. Mill Test Certificates on ductile iron pipe. g. Certified test records for polyvinyl chloride pipe. h. Pipe adapters. B. Record Information: The Contractor shall submit to the Engineer the stations and left or right offsets of all services (terminal ends) as measured from the nearest downstream manhole along the centerline of the sewer, along with the elevations of the manhole covers and inverts of all pipes in the manholes. Part 2.00 Products 2.01 MATERIALS A. Pipe used in gravity sewer construction shall be polyvinyl chloride pipe (PVC) or ductile iron pipe (DIP). B. Polyvinyl Chloride Pipe (PVC): 1. PVC pipe and fittings for gravity sewer lines shall be manufactured from polyvinyl chloride resin conforming to ASTM Designation D-1784. 2. PVC pipe and fittings, 4 -inches to 15 -inches in diameter, shall conform to the requirements of ASTM Designation D-3034, and shall have a Standard Dimension Ratio (SDR) of not more than thirty-five (35). PVC pipe and fittings, 18 -inches to 27 inches in diameter, shall conform to the requirements of ASTid Designation F-679, and shall have a Standard Dimension Ratio (SDR) of not more than thirty-five (35). 3. All PVC pipe shall bear the NSF -DW seal. The minimum standard length of pipe shall be 13 feet. 4. PVC pipe joints shall be integral bell elostomeric gasket joints manufactured in accordance with ASTM D-3212 and ASTM F-477. Rubber sealing rings shall be factory installed. 5. Minimum pipe stiffness (F/AY) at 5 percent deflection shall be 46 psi for all sizes tested in accordance with ASTM Method of Test D-2412. 6. Polyvinyl chloride pipe shall be stored on level ground, preferably turf or sand, free of sharp objects which could damage the pipe. Stacking of the polyvinyl chloride pipe shall be limited to a height that will not cause excessive deformation of the bottom layers of pipes. Where necessary, due to ground conditions, the pipe shall be stored on wooden sleepers, spaced suitably and of such width as not to allow deformation of the pipe at the point of contact with the sleeper or between supports. 7. All PVC pipe, fittings, and specials shall be manufactured by J -M Manufacturing Company, Certain Teed or approved equal. SECTION 02730 - SANITARY SEWAGE SYSTEM - CONTINUED C. Ductile Iron Pipe: 1. Ductile iron pipe shall conform to the requirements of ANSI/AWWA A21.51/C151, with a class thickness in conformance with the requirements of ANSI/AWWA A21.5O/C150. The pipe shall be furnished in minimum standard lengths of 18 feet. 2. Fittings shall conform to ANSI Standard A21.10,150 psi minimum pressure rating. Fittings shall have the some lining as adjacent piping. 3. Joints shall be mechanical type or "push -on" type conforming to ANSI Standard A21.11. 4. Coatings and Linings: Interior and exterior of ductile iron pipe shall be polyethylene lined. The lining shall extend from the plain end of the pipe to the gasket set of the bell socket. Not less than five (5) percent of the pipe shall be checked from dry mil thickness, with compliance certification submitted to the Engineer. a. Bituminous exterior coating, when polyethylene lining is not required, shall have a dry thickness coating- or a minimum of 20 mils 0.02 inches) and shall be Koppers Bitumastic 300 M e a I , ( ) PP approved equal. b. Polyethylene interior lining shall comply with AWWA C116 and shall be compounded with enough carbon black during manufacture to resist ultraviolet rays during above ground storage. The polyethylene lining shall be fused to the interior of the pipe by heat, forming a tightly bonded lining, with minimum 40 mils dry thickness. The polyethylene lining system shall be "Polybond", as manufactured by the American Cast Iron Pipe Co., or approved equal. D. Casing Pipe: Casing pipe shall be steel pipe that conforms to the requirements of ASTM Designation A-139 Grade B and have a yield strength of 35,000 psi. Joints for steel casing shall be single butt weld and shall conform to AWWA Standard C-206. Casing pipe wall thickness for roadway crossings shall not be less than that listed in the following schedule: Nominal Outside Diameter (inches) *Nominal Thickness (inches) 18 or less 0.250 20 0.281 24 0.344 26 0.375 28 or 30 0.406 E. Pipe Adapters: 1. Donut pipe adapters shall be manufactured from virgin polyvinyl chloride (PVC) or polyurethane adaptable to similar or dissimilar pipes of the same or different sizes. Donuts shall be as manufactured by Femco Joint Sealer Company, Dickey Company or approved equal. 2. Flexible couplings shall be manufactured from virgin polyvinyl chloride (PVC) or polyurethane adaptable to similar or dissimilar pipes of the same or different sizes. The flexible coupling shall be as manufactured by Femco Joint Sealer Company, Can -Tex or approved equal and supplied with No. 304 stainless steel bands. 3. Connection of gravity sewer lines to precast manholes and wetwells shall be made by using a watertight resilient connector conforming to the requirements of ASTM Designation C-923. F. Pipe Fittings: Unless otherwise specified, wye branches shall be provided in the gravity sewer main for service lateral connections. Wyes shall be 6 inches inside diameter, unless otherwise indicated on the Drawings. All fittings shall be of the some material as the pipe. Plugs for stub -outs shall be of the some material as the pipe and gasketed with the same gasket material as the pipe joint. The plug shall be secured to withstand system test pressures. G. Concrete and Reinforcing Steel: Concrete and reinforcing steel shall conform to the requirements of Section 03000 - Concrete (Site Work). Concrete classes for the various purposes shall be as follows: 1. Manhole bottoms, Class A 2. Precast manholes, Class B (minimum) 3. Pipe and riser encasement, Class C 4. Protective slabs, Class C H. Castings: Gray iron castings for manhole frames, covers and other items shall conform to the ASTM Designation A-48, Class 30. Castings shall be true to pattern in form and dimensions and free of pouring faults and other defects in positions which would impair their strength or otherwise make them unfit for the service intended. The seating surfaces between frames and covers shall be machined to fit true. No plugging or filling will be allowed. Lifting or "pick" holes shall be provided, but shall not penetrate the cover. Casting patterns shall conform to those shown or indicated on the Drawings. The words SANITARY SEWER shall be cast in all manhole covers. All manhole frames and covers shall be traffic bearing to meet AASHTO H-20 loadings. Frames shall. be suitable for the future addition of a cast iron ring for upward adjustment of the top elevation. 1. Brick: Brick for manhole construction shall be dense, hard burned, shale or clay brick conforming toASTM Designation C-216, Grade SW, Size 31/2 inch (W) x 8 inches (L) X 21/4 inch (H). J. Cement Mortar: Cement mortar for manhole construction shall comply with ASTM Designation C-270, Type M, except that the cement shall be Portland Type I or 11 only. No mortars that have stood for more than one hour shall be used. K. Coal Tar Epoxy. Coal tar epoxy shall be Koppers Bitumastic No. 300M, Tnemec TnemeTar No. 46-413 or approved equal. L. Joint Sealer: Joint sealer material for precast manhole structures shall be cold adhesive preform edflexible plastic gaskets conforming with FOOT Standard Specifications for Road and Bridge Construction (latest edition), Section 942-2. The joint sealer material shall be "Ram-Nek, as manufactured by, K.T. Snyder Co., Inc., or approved equal. M. Non -Shrink Mortar: Non -shrink mortar for filling annular spaces between precast manhole walls and pipe coupling adapters shall be Embeco No. 167 Mortar or approved equal. Part 3.00 Execution 3.01 PREPARATION N. Bedding: 1. Pipe Cradle: Upon satisfactory installation of the pipe bedding, as specified in Section 02221 - Trenching, Backfilling and Compacting for Utility and Drainage Systems, a continuous trough for the pipe barrel shall be formed. Recesses for the pipe bells or couplings shall be excavated by hand digging. When the pipe is laid in the prepared trench, true to line and grade, the pipe barrel shall receive continuous uniform support and no pressure shall be exerted on the pipe joints from the trench bottom. 2. Cleanliness: The interior of all pipe shall be thoroughly cleaned of all foreign material before being lowered in the trench and shall be kept clean during laying operations by means of plugs, or other approved methods. During suspension of work for any reason at any time, a suitable stopper shall be placed in the end of the pipe laid to prevent mud or other foreign material from entering the pipe. 3.02 INSTALLATION A. Pipe: 1. Pipe laying shall proceed upgrade with spigot ends pointing in the direction of flow. Before pipe is joined, gaskets shall be cleaned of all dirt and stones and other foreign material. The spigot ends of the pipe and/or pipe gaskets shall be lubricated lightly with a lubricant as specified by the pipe manufacturer and approved by the Engineer. Sufficient pressure shall be applied to the pipe so as to properly seat the socket into the bell of the pipe. All pipe shall be laid straight, true to the lines and grades shown on the Drawings. Variance from established line and grade, at any point along the length of the pipe, shall not be greater than 1/32 of an inch per inch of pipe diameter and not to exceed 1/2 inch, provided that any such variation does not result in a level or reverse sloping invert. 2. Any pipe which is disturbed or found to be defective after laying shall be taken up and relaid or replaced at the Contractor's expense. 3. Polyvinyl Chloride Pipe: a. Transportation: Care shall be taken during transportation of the pipe that it is not cut, kinked or otherwise damaged. b. Handling Pipe Lengths: Ropes, fabric or rubber protected slings and straps shall be used when handling pipes. Chains, cables or hooks inserted into the pipe ends shall not be used. Two slings spread apart shall be used for lifting each length of pipe. Pipe or fittings shall not be dropped onto rocky or unprepared ground. c. Handling Pipeline: The handling of the joined pipeline shall be in such a manner that the pipe is not damaged by dragging it over sharp and cutting objects. Sections of the pipes with deep cuts and gouges shall be removed. d. Lowering Pipe Into Trench: Care shall be exercised when lowering pipe into the trench to prevent damage to or twisting of the pipe. e. Special Precautions: Polyvinyl chloride pipe connected to heavy fittings, manholes and rigid structures shall be supported in such a manner that no subsequent relative movement between the pipe and the joint with the rigid structures is possible. B. Service Connections: 1. Service connections, of the size and type called for on the Drawings, shall be provided in accordance with the details therefore as shown or indicated on the Drawings. 2. Sewer pipe shall be extended to the street right-of-way line and plugged with an approved removable plastic plug (unless otherwise indicated on the Drawings). All connections and changes of direction shall be made using standard fittings designed for the purpose. 3. In order to provide and insure economic service connections where septic tanks are to be abandoned and the house or building sewer connected to the new collection system, the Contractor shall, with the Engineer or his representative, locate and determine the elevation of the septic tank influent line or house sewer before locating or installing the wye or other fitting in the street sewer. The Engineer or his representative shall approve all such wye or other fitting locations after giving due consideration to lengths, obstructions and such other conditions affecting the location. 4. On curbed streets, the exact location for each service connection shall be marked by etching or cutting an 'S' in the concrete curb. Where no curb exists or is planned, locations shall be marked by a method approved by the Engineer. C. Concrete Encasement: 1. Class C concrete encasement shall be constructed so as to provide a minimum of 6 inches of concrete on all sides of the sewer pipe. Encasement shall be constructed where: a. The sewer or service pipe shall have less than 30 inches of cover between the top of the pipe and the final top of pavement or ground line. b. The Engineer shall order the line encased. *c. The PVC sewer or service pipe crosses over, or at a depth which provides less than 18 inches clear distance between pipes when crossing under water mains. Encasement shall extend a minimum of 10 feet on each side of the point of crossing. *d. The lateral separation of the PVC sewer pipe and potable water piping is less than 10 feet. *The installation of pressure -tight joint ductile iron pipe for the some dimensions may be substituted for the concrete encasement. SECTION 02730 - SANITARY SEWAGE SYSTEM - CONiiNUED 2. If, through failure to provide suitable trench sheeting. or other causes, the maximum width for trench excavations, as specified elsewhere in these specifications, is exceeded, the Contractor shall construct concrete encasement around the pipe for the length of the excessive excavation. No payment will be made for the concrete encasement required due to excessive trench widths. 3. The points of beginning and end of sewer or service pipe encasement shall not be more than 6 inches from a pipe joint to protect the pipe from cracking due to uneven settlement of its foundation or the effects of superimposed live loads. A. Manholes/Concrete Structures: 1. Structures shall be leak -tight and constructed of precast units conforming to the requirements of. ASTM Designation C-478 with reinforcement of Grade 40 bars and the following modifications thereto: a. The minimum shell thickness shall be 8 inches. b. Concrete to be used in precast manholes shall be Type 11. c. Lift rings shall be provided for handling precast structure sections. Only non -penetrating lift holes shall be permitted. Such holes shall be filled with non\expndtwO shrink grout after installation of the structure sections. d. The design of the structure shall include a precast base' of not less than 8 inches in thickness poured monolithically with the bottom section of the structure walls. e. All openings and joints shall be sealed watertight with rubber gaskets meeting ASTM C-443. f. The structure barrel, top and base sections shall have tongue and groove joints. g. Precast structure tops, if used, shall terminate at such elevations as will permit concrete grade rings set in bitumastic sealer under the structure frame to make allowance for future street grade adjustments. h. Drop connections, where required on precast structures, shall be manufactured with the structure elements at the casting yard. The manufacturer shall submit for approval the method of drop construction. 2. The interior and exterior walls shall be coasted with two applications of .coal tar epoxy applied as recommended by the coating manufacturer. Interior surfaces shall be coated with a minimum dry mil thickness of 16 mils, and exterior surfaces shall be coated with a minimum dry mil thickness of 9 mils. 3. Shallow structures may substitute an eight -inch precast reinforced slab on the top in lieu of the cone section. Slabs shall be laid in a full bed of mortar and pointed to form a dense joint. 4. Structure top slabs or cone sections shall be set between 3 inches and 12 inches below bottom of structure cover frame. More shown on the Drawings the Contractor shall provide a minimum of 3 inches to accommodate future grade changes without disturbing structure. Where distance between bottom of structure cover frame and top of cone is greater than 18 inches, riser units shall be sawed to bring top of cone to within limits specified. Precast leveling rings for setting cast iron frames over structures shall be a minimum of 2 inches thick and have one No. 2 continuous reinforcing steel bar. Leveling rings shall not be used for more than 18 inches of vertical adjustment. 5. Structure castings shall be fully bedded in mortar with adjustment brick courses placed between the frame and structure. The top of structure castings iocated in pavement, shoulder areas, and sidewalks shall be set flush with grade. The top of structure castings located outside these areas shall be set 2 inches above grade unless otherwise shown on the Drawings. 6. Precast structures that are installed in conjunction with PVC pipe shall utilize approved coupling adapters set in the concrete wall, as specified herein before and indicated on the Drawings. 7. The invert channels shall be smooth and accurately shaped to a semicircular bottom conforming to the inside of the adjacent sewer section. Steep slopes outside the invert channels shall be avoided. Changes in size and grade shall be made gradually and evenly. Changes in the direction of the sewer or entering branch shall be a smooth curve with radius as long as practicable. Invert channels shall also be formed for pipe stub -outs. 8. All annular spaces between structure or wetwell walls and pipe coupling adapters shall be thoroughly plugged with Embeco No. 167 Mortar or approved equal, nonshrink mortar, applied and cured in strict conformance with the manufacturers recommendations so there will be no leakage around the pipe. The mortar shall be finished smooth and flush with the adjoining interior and exterior structure or wetwell wall surfaces. E. Connections to Existing Structures and Sewers: 1. Various sewer lines shall be connected to existing manholes and structures. Provisions have been made in some of the existing structures for future connections and may require only the removal of a plug and the connection of the proposed line, while other connections will require cutting into the existing structure. The Contractor shall exercise care in cutting into the existing structure and any damage done to the structure shall be repaired as required by the Engineer and at the Contractors expense. Drop connections to existing manholes shall be installed as detailed on the Drawings for new construction. 2. The drop connection for existing manhole shall be constructed of SDR 35 polyvinyl chloride (PVC) pipe. Anchor straps. shall be not less than 3/16 inch by 1 1/2 inches and constructed of ANSI 304 stainless steel. Wall anchor bolts shall not be less than 5/8 inch and constructed of corrosion resistant metal. 3. Flows through existing lines shall be maintained during construction with existing structures. 4. The invert channels of the existing structure shall be reshaped to accommodate the existing line and proposed line as specified herein before for manhole constructions. F. Roadway Crossing: 1. New gravity sewer lines to be installed under existing roadways shall be installed in a casing to be bored and jacked under the pavement orby open -cut as shown on the plans. The steel casing and jacking procedures shall conform to the requirements of the specifications and the local and state authority and any supplements thereto. 2. The Contractor shall maintain traffic on the roadway and shall keep all workmen and equipment clear of the pavement during the work. All safety regulations of the Department of Transportation shall be complied with. 3. The top of the casing shall maintain a minimum 30 -inch clearance under the roadway surface. Wood skids for sliding the carrier pipe through the casing shall be pressure treated with creosote and the skids shall be permanently banded to the carrier pipe. After the carrier pipe has been tested for leakage the ends shall be blocked with an 8 -inch wall of brick masonry with a weep hole installed near bottom of each wall. A vent shall be installed as indicated on the Drawings. The carrier pipe of the crossing shall be ductile iron. 4. If installed by open -cut, the line shall be bedded and backfilled as shown on the plans. Existing pavement and base shall be replaced with the new pavement better than or equal to existing. Contractor is responsible for repairing any settlement. No extra compensation will be made for repairs. G. Additional Work: Additional items of construction such as cleanouts, terminal lamp holes, special manholes and other items necessary for the complete installation of the system shall conform to specific details on the Drawings and shall be constructed of first-class mater?als conforming to the applicable portions of these specifications. 3.03 FIELD QUALITY CONTROL A. Tests, Inspections and Acceptance of Materials and Workmanship: 1. Workmanship: It is imperative that all sewers and appurtenances be built practically watertight and that the Contractor adheres rigidly to the specifications for materials and workmanship. Upon completion, the sewers, or sections thereof, will be tested and gauged and if leakage is above the allowable limits specified, the sewer will be rejected. 2. Inspection: a. On completion of each block or section of sewer, or such other times as the Engineer may direct, the block or section of sewer shall be cleaned, tested and inspected. Each section of the sewer shall show, on examination from either end, a full circle of light between manholes. b. Each manhole or other appurtenance to the system shall be of the specified size and form, be watertight, neatly and substantially constructed, with the top set permanently to the position and grade indicated on the Drawings. All repairs shown necessary by the inspection shall be made at the Contractor's expense, broken or cracked pipe replaced: all deposits removed and the sewer left true to line and grade, entirely clean and ready for use. c. Written notice shall be given to the Engineer and to the agency that will operate the system, if different from the Owner, a minimum of 48 hours (excluding weekends) prior to any test for acceptance being run. A representative of the Engineer shall be present during all tests for acceptance. The Contractor should determine that the sections to be tested for acceptance will pass the required tests prior to giving the above notice to the Engineer. If any section fails to pass the tests for acceptance, the Contractor shall make all repairs needed for the section to pass and retest the section including notification as above. The Contractor shall bear all costs incurred by the Owner and/or the Engineer for the retests. d. All newly constructed manholes shall be cleaned of any accumulation of silt, debris, or foreign matter of any kind, and shall be free from such accumulations at the time of final inspection. 3. Closed Circuit Television Inspection: a. Each sewer line 21 inches in diameter and smaller shall be inspected between manholes by a closed circuit television camera especially designed for and adapted for this purpose. The Contractor shall employ a reputable testing agency for this inspection, which shall be subject to the Engineer's approval. The type of equipment employed shall be sufficient to give adequate detail on the reviewing screen as may be determined by the Engineer. The Engineer will provide a representative to be present to view the screen when the inspection is in progress. The Contractor shall provide suitable methods of measuring and locating defects found in the lines and shall enter such data in a log. Lines found defective shall be corrected as directed by the Engineer and the repaired lines shall be reinspected with the television camera until found acceptable. b. The Contractor shall provide all labor, equipment and materials and shall conduct the closed circuit television inspection as required. No separate payment will be made for this work and the cost thereof shall be included in the unit prices listed in the proposal. c. Inspection of sewer lines over 21 inches in diameter will be made by the Engineer and the Contractor shall assist the Engineer in making these inspections, if necessary. Service connections need not be inspected by the television camera method. B. Limits of Infiltration, Exfiltration and Testing: 1. The allowable limits of infiltration, exfiltration or leakage for the entire system or any portion thereof, including house service lines, shall not exceed a rate of 0.1 gallon per foot of pipe per 24 hours for all sizes of pipe throughout the system. The allowable limits of infiltration or exfiltration of manholes shall not exceed a rate of four gallons pr manhole pr 24 hours. 2. Infiltration, if taken between any two adjacent manholes, shall not exceed 0.1 gallon per 24 hours per foot of pipe for all sizes and all locations. This testing of lines between adjacent manholes will not be required except to localize the position of a leak in a portion of the system that exceeds the allowable leakage limit. or as directed by the Engineer. 3. Any part or all of the system may be tested for infiltration or exfiltration, as directed by the Engineer. Prior to testing for infiltration, the system shall be pumped out so that normal infiltration conditions exist at the time of testing. The amounts of infiltration or exfiltration shall be determined by pumping into or out of calibrated drums, or by other approved methods. 4. The exfiltration test will be conducted by filling the portion of the system being tested with water to a level which will provide: a minimum head on a service lateral connected to the test portion of 2 feet; or in the event there are no service laterals in the test portion, a minimum difference in elevation of 5 feet between the crown of the highest portion of the sewer and the test level. SECTION 02730 - SANITARY SEWAGE SYSTEM - CONTINUED 5. Tests shall be conducted on portions of the system not 'exceeding three manhole runs or more than 1,000 feet of main sewer, or as otherwise directed by the Engineer. Tests shall be run continuously for three hours. Where infiltration or exfiltration exceeds the allowable limits also specified herein, the defective pipe. joints, or other faulty construction shall be located and repaired by the Contractor. If the defective portions cannot be located, the Contractor shall remove and reconstruct as much of the work as is necessary in order to conform to the specified allowable limits. Testing shall be performed as the job progresses and shall be started after 2,000 feet of pipe are laid. 6. The Contractor shall provide all labor, equipment and materials and shall conduct all testing required. under the direction of the Engineer. No separate payment will be made for this work and the cost for this work shall be included in the unit price quoted in the proposal for the applicable item of work. 7. Specifications for Sanitary Sewer Main Low Pressure Air Test Revised March 2006 a. Scope: This specification governs the testing of sanitary sewer mains by the low pressure air test (time pressure drop method). b. General Requirement b.1. Sanitary sewer mains less than 18 inch diameter shall be low-pressure air tested for leaks upon the completion of the backfill and compaction operation. Sanitary sewer mains less than 8 inch and greater than 18 inch diameter will be tested for leaks per test method determined/specified by RWU. b.1.a. The sanitary sewer manholes must passed the manhole vacuum testing process and all sanitary sewer services must be complete with ends capped that are connected to said mains prior to the low-pressure air test. b.1.b. The low-pressure air test method shall be in accordance with ASTM F1417-92 (Reapproved 2005). except as specified otherwise herein. b.1.c. The Contractor shall remove all debris, soil and rocks from the sanitary sewer mains and manholes prior to the low-pressure air test by a cleaning ball, high velocity jet, cleaning mandrel or other means. b.1.d. The Contractor shall furnish all equipment and labor required, including necessary piping/hoses. pneumatic plugs, compression pump, pressure -regulator valve, 9 psi pressure -relief valve, control valves, pressure gauges and second timer or stop watch. The test pressure gauge shall have a maximum range of 0-10 pounds per square inch (psi) and the pressure gauge figure intervals shall be a maximum of 0.25 psi increments. b.1.e. The required low-pressure air test time shall be based upon the total length and diameter of sanitary sewer main from manhole to manhole (sewer service lines are not included). The minimum low-pressure air test period is 7 minutes and 34 seconds. b.2. The low-pressure air test shall be performed by the Contractor and witnessed by the Engineer and the RWU personnel. The Engineer shall furnish low-pressure air test reports of sanitary sewer mains to the Contractor and RWU. b.2.a. The low-pressure air test may be stopped (passed) if no pressure drop/loss has occurred during the first 50 percent of the test period as calculated from the 1.0 psi pressure drop table (not less than the minimum low-pressure air test period of 7 minutes and 34 seconds). c. Safety Precautions c.1. This low-pressure air test may be dangerous to personnel if, through lack of understanding or carelessness, a line is over pressurized or plugs/caps are installed or restrained improperly. The axial force on an 8 inch plug at the start of a properly conducted test is over 200 pounds. Restraint systems must be designed to handle these forces with adequate safety factors. c.2. No one shall be allowed in the manholes or near a capped pipe during testing. All gauges, piping manifolds and control valves shall be located above ground. c.3. When sanitary sewer mains are tested, it is mandatory that all caps and plugs be braced as an added safety factor. c.4. Do not over pressurize the sanitary sewer main. Do not exceed 9.0 psi. d. Test Procedures d.1. After cleaning the interior surface of the sanitary sewer main, the Contractor shall place and inflate pneumatic plugs in the sanitary sewer main pipe at both connecting manholes. One of the plugs must have an inlet tap, or other provision for connecting a hose to a portable air control source. d.2. Connect the air hose to the inlet tap and the portable air control source. The air equipment shall consist of necessary valves and pressure gauges to control an oil -free air source and the rate at which airflow into the test section. d.3. Add air slowly to the test section until the pressure inside the sewer pipe reaches 4.0 psi. After the pressure of 4.0 psi is obtained, regulate the air supply so that the pressure is maintained between 3.5 psi to 4.0 psi for at least two minutes to stabilize air/ground temperature conditions. d.4. Close the air supply valve; release the pressure in the pipe test section to 3.5 psi and the test period is started. Observe the time required for the pressure to drop from 3.5 psi to 2.5 psi. The minimum test time/period is determined from the following 1.0 psi pressure drop table. d.5. All pneumatic plugs shall be removed from both connecting manholes afte- the test. e. Failure of Low -Pressure Air Test Any sanitary sewer main/services that fails the low-pressure air test must be repaired. Upon completion of the repairs and the backfill/compaction operation, the sanitary sewer main shall be retested as described in the above test procedures. The Engineer must witness the sewer main repair and backfill operation. The cost of the repair and backfill is incidental to the cost of the project. f. Acceptance The sanitary sewer main shall have passed the low-pressure air test if the pipe test section does not drop below 2.5 psi during the specified test period. IZMMFI Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 THIS SHEET PROVIDED FOR REFERENCE ONLY. NOTES PROVIDED IN CIVIL PLANS SUPERSEDE SPECIFICATIONS SHOWN HERE. Issue Date: 5/21/12 REVISION INFORMATION 2 08-17-2012 _PLAN REVIEW COMMENTS Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD LEEEH] WD CARMEL, IN DRAWING CIVIL SPECIFICATIONS (SHEET 5 OF 7) CS5 Minimum Specified Time Required for a 1.0 PSI Pressure Drop For Sizes and Length of Pipe indicated for Q=0.0015 Specification Time for Length (L) Shown, Minutes: Seconds Pipe Dia. (in.) Minimum Time (Min.) Length for Minimum Time (Feet) Time for Longer Length 100 Ft. (Sec.) 15G Ft. 200 Ft. 250 Ft. 300 Ft. 350 Ft. 400 Ft. 450 Ft. 8 1 7:34 298 1.520 L 1 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 10 9:26 239 2.374 L 9:26 9:26 9:26 9:53 11:52 13:51 15:49 17:48 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:56 22:47 25:38 15 14:10 159 5.342 L 14:10 14.10 17:48 22:15 26:42 31:09 35:36 40:04 16 15:10 149 6.282 L 15:10 15:42 20:56 26:10 31:25 36:39 41:53 47:07 18 17:00 1 133 7.692 L 17:00 1 19:13 1 25:38 32:03 38:27 44:52 1 51:16 1 57:41 IZMMFI Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 THIS SHEET PROVIDED FOR REFERENCE ONLY. NOTES PROVIDED IN CIVIL PLANS SUPERSEDE SPECIFICATIONS SHOWN HERE. Issue Date: 5/21/12 REVISION INFORMATION 2 08-17-2012 _PLAN REVIEW COMMENTS Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD LEEEH] WD CARMEL, IN DRAWING CIVIL SPECIFICATIONS (SHEET 5 OF 7) CS5 T U 0 L U 0 51 C 4 W 0 N N 0) Z3 Q Cn 0 0) U (1) 0- V) Fn 0 1 N N 0 0 Q 0 C Cr .F Q) 0 IVE Q) % 0 C U C .3: a L n 6 0 U 0 W 0 C 0 = Y 0 3 v 0 .3 N 0 -C U C :'. v U 0 a 0 `o T E Y 0 .o a V C, 0 0 0 N .`o v C 3 0 L_ 3 E 0 L 0 4) 0 2 t a 0 a C 0 (n !! 17 (-6 O CL 2 a 0 3 = 3 0 U 0 a) 0 a D a U w N a N 0 T O -0 Z C 6 0 t N 6 v E N C C, 0 E O 0 v 4) 1 N F a in 0 C v 0- Q) U 0 U N 3 t a 0) 0 ..% C: N 0 L H SECTION 02730 - SANITARY SEWAGE SYSTEM - CONTINUED 8. Vacuum Testing (ASTM C1244) a. Scope: a.1. This test method covers procedures for testing precast concrete manhole sections when using the vacuum test method to demonstrate the integrity of the installed materials and the construction procedures. This test method is used for testing concrete manhole sections utilizing mortar or mastic joints. a.2. This test method is intended to be used as a preliminary test to enable the installer to demonstrate the condition of the concrete manholes prior to backfill. It may also be used to test manholes after backfilling; however, testing should be correlated with the connector supplier. a.3. This standard does not purport to address all of the safoty problems, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate regulatory limitations prior to safety and health practices and determine the applicability of reg y p use. a.4. This test method is the companion to metric Test Method C 1244M; therefore, no SI equivalents are shown in this test method. b. References, ASTM Standards: b.1. C 822 Terminology Relating to Concrete Pipe and Related Products. b.2. C 924 Practice for Testing Concrete Pipe Sewer Lines by Low -Pressure Air Test Method. b.3. C 969 Practice for Infiltration and Exfiltration Acceptance Testing of Installed Precast Concrete Pipe Sewer Lines. c. Terminology For definitions of terms relating to manholes, see Terminology C 822. d. Summary of Practice All lift holes and any pipes entering the manhole are to be plugged. A vacuum will be drawn and the vacuum drop over a specified time period is used to determine the acceptability of the manhole. e. Significance and Use This is not a routine test. The values recorded are applicable only to the manhole being tested and at the time of testing. f. Preparation of the Manhole f.1. All lift holes shall be plugged. f.2. All pipes entering the manhole shall be temporarily plugged, taking care to securely brace the pipes and plugs to prevent them from being drawn into the manhole. g. Procedure g.1. The test head shall be placed at the top of the manhole in accordance with the manufacturer's recommendations. g.2. A vacuum of 10 inches of mercury shall be drawn on the manhole, the valve the vacuum line of the test head closed, and the vacuum pump shut off. The time shall be measured for the vacuum to drop to 9 inches of mercury. g.3. The manhole shall pass if the time for the vacuum reading to drop from 10 inches of mercury to 9 inches of mercury meets or exceeds the values indicated in the table below. g.4. Vacuum test time shall be a minimum of one minute. g.5. If the manhole fails the initial test, necessary repairs shall be made by an approved method. The manhole shall then be retested until a satisfactory test is obtained. g.6. Use or failure of this vacuum test shall not preclude acceptance by appropriate water infiltration or exfiltration testing, (see Practice C 969), or other means. h. Precision and Bias No justifiable statement can be made either on the precision or bias of this procedure, since the testsult merely states whether there is conformance to the criteria for the success specified. Minimum Test Times for Various Manhole Diameters Depth (ft) Diameter (inches) 30 33 36 42 48 54 60 66 72 1 1 2 2 2 2 3 3 4 4 2 3 3 4 4 5 6 7 7 8 3 4 5 5 6 7 9 10 11 12 4 6 6 7 9 10 12 13 15 16 5 7 8 9 11 12 14 16 18 20 6 8 10 11 13 15 17 20 22 24 7 10 11 12 15 17 20 23 26 28 8 11 12 14 17 20 23 26 29 33 10 14 15 18 21 25 29 33 36 41 12 17 18 21 25 30 35 39 43 49 14 20 21 25 30 35 41 46 51 57 16 22 24 28 34 40 46 52 58 67 18 25 27 32 38 45 52 59 65 73 20 28 30 35 42 50 58 65 72 81 22 31 33 39 46 55 64 72 79 89 24 33 36 42 51 59 69 78 87 97 26 36 39 46 55 64 75 85 94 105 28 39 42 49 59 69 81 91 101 113 30 42 45 53 63 74 87 98 108 121 END OF SECTION SECTION 02751 - UTILITY IDENTIFICATION AND MARKINGS Part 1.00 General 1.01 SCOPE OF WORK A. The work included in this Section consists of furnishing and installing identification electronic marker balls. tape over the centerline of buried potable water lines, sanitary force mains, and sanitary gravity sewers as shown on the Drawings and specified herein. 1.02 SUBMITTALS A. Submit manufacturers descriptive literature, illustrations, specifications and other pertinent data. Part 2.00 Products 2.01 PRESSURE PIPE IDENTIFICATION A. During the backfilling operation, the contractor shall place a pipe located tale one (1) foot directly above and parallel to the pipe run with the printed side up for visual identification. The taps shall be Lineguard as manufactured by Lineguard, Inc. Wheaton, IL consisting of a 2 -inch minimum width plastic and metallized foil for detection by pipeline locating equipment. Tape shall be coded as follows: EEL COLOR PRINTING Potable Water Blue "Caution Buried Water Line Below" Reuse Water Purple "Reclaimed Water Buried Below" Force Main Brown "Caution Buried Force Main Below" In order to preclude possible domestic water tapping, all underground sanitary sewage force mains shall be marked with a continuous painted yellow stripe, 2 -inch minimum width located within the top 90 degrees (90) of the pipe. Reuse water mains will be painted with a 2 -inch wide medium green stripe within the top 90 degrees (90*) of the pipe. 2.02 OTHER REQUIREMENTS A. Water Service Water services will be marked with a 2 -inch PVC pipe placed vertically in ground with the top 2 feet painted blue located behind the service. B. Sewer Lateral The terminal end of the lateral will have a 2 -inch by 4 -inch wood stake or a 2 -inch PVC pipe placed at its invert and extending a minimum of 2 feet above finished grade with the top 2 feet painted green. C. Valve Boxes and Meter Boxes Covers are to be marked with permanently affixed, minimum 1 -1/2 -inch letters to identify as follows: "WATER" - Potable Water "N.P.W." - Reuse Water "SEWER" - Sanitary Force Main END OF SECTION SECTION 02847 - TRAFFIC SIGNALS Part 1.00 General 1.01 SCOPE OF WORK A. The work included IN this Section consists of furnishing and erecting traffic signs as shown on the Drawings. 1.02 QUALITY ASSURANCE A. The Contractor shall furnish manufacturer's certification that all signs furnished conform to these specifications and shall replace or repair, without additional cost to the Owner, all signs that fail to meet this requirement. 1.03 SUBMITTALS A. Contractor shall submit the Manufacturer'sce ' cation that the signs furnished conformrm to these specifications. Part 2.00 Products 2.01 GENERAL A. Traffic regulating signs conforming to the colors, dimensions and requirements of the Manual on Uniform Traffic Control Devices for Streets and Highways and [DOT Standard Highway Signs Manual and displaying the lettering and symbols shown on the Drawings shall be furnished and installed at the locations and in the manner indicated and herein specified. B. If not indicated on the Drawings, the Contractor shall provide the standard size sign as shown in the Standard Highway Signs Manual. 2.02 MATERIALS A. Materials for traffic signs and the construction thereof shall be in accordance with State DOT Standard Specifications for Highway and bridge Construction (latest edition). 2.03 FABRICATION OF SIGNS A. Preparation of sign blanks and fabrication of reflectorized sign faces shall conform to the applicable requirements of State DOT Standard Specifications for Highway and bridge Construction (latest edition). Part 3.00 Execution 3.01 ERECTION OF SIGNS AND SIGN SUPPORTS A. Signs and sign supports shall be erected in accordance with the details shown on the Drawings and shall be set plumb unless otherwise indicated. All structural support members shall conform to the dimensions indicated. END OF SECTION SECTION 03000 - CONCRETE (SITE WORK) Part 1.00 General 1.01 SCOPE OF WORK A. The work included in this Section consists of furnishing all materials, forms, transportation and equipment, and performing all necessary labor to do all the plain and reinforced concrete work shown on the Drawings. or incidental to the proper execution of the work, or as herein specified. B. Composition: Concrete shall be composed of cement, fine aggregate, coarse aggregate, and water, so proportioned and mixed as to produce a plastic workable mixture in accordance with all requirements under this Section suitable to the specific conditions of placement. 1.02 SUBMITTALS A. All materials specified shall be certified by the producer or manufacturer that the furnished material meets the specific requirements of the specifications. 0 9. All concrete curbing materials, production, delivery, placement, curing, jointing, finishing, etc. shall be per City of Carmel Curbing Policy. Part 2.00 Products 2.01 MATERIALS A. Cement: 1. Cement: Cement for all concrete shall be domestic Portland cement that conforms to the requirements of ASTM Designation. C-150, Type 1, Type 11, unless noted otherwise on the structural drawings, or Type ill cement, for high early strength concrete, shall be used only for special locations an ion d only with the sewer manholes, wet wells and pump stations. s 2. Only one brand of cement shall be used in any individual structure unless approved by the engineer. Cement which has become damaged, partially set, lumpy or caked shall not be used, and the entire contents of the sack or container which contains such cement will be rejected for use. No salvaged or reclaimed cement shall be used. B. Fine Aggregate: Fine aggregate shall conform to the requirements of ASTM C-33. C. Coarse Aggregate: Coarse aggregate shall conform to the reqmts. of ASTM C-33. D. Water: Water shall be taken from a potable water supply and shall be fresh, clean and free of oil, acid, alkali, organic matter, and other deleterious substances. E. Admixtures: No admixtures shall be used except by specific approval of the Engineer. When approved admixtures shall met the following minimum standards. 1. Air entraining agent: ASTM C-260. 2. Water Reducing and Retarding Admixture: ASTM C-494, Type D and free of chlorides. F. Membrane Curing Compound: Membrane curing compound shall conform to the requirements of ASSHTO Designation M-148, Type 1 -clear, or Type 2 -white pigmented. G. Expansion Joint Filler: 1. Preformed expansion joint filler shall be of the non -extruding and resilient bituminous type and shall conform to the requirements of AASHTO Designation M-213. 2. Expansion joint filler shall be gray neoprene sponge rubber that conforms to AASHTO Designation M-153, Type I. H. Separation Board: Separation board shall be closed cell, non -extruding, PVC foam Grade No. 327 as manufactured by AC Horn, Inc., with a 20 psi maximum compressive strength tc compress to 75 percent of thickness. I. Membrane: Membrane shall be a 6 -mil polyethylene film. J. Reinforcing Steel: 1. Reinforcing steel shall conform to the requirements of ASTM Designation A-615, Deformed Grade 60, except where otherwise indicated. a. The name of the manufacturer of the reinforcing steel shall be called out in the shop drawings together with a sketch showing the pattern of the deformation, including the mill mark. b. Bar reinforcement shall be accurately fabricated in accordance with the test CRSI Manual of Standard Practice. The Contractor shah prepare and submit the necessary shop drawings and bar lists to the Engineer. 2. Welded wire fabric for concrete reinforcement shall conform to the requirements of ASTM Designation A-185 and shall be formed with smooth cold -drawn wire. 3. Cold -drawn wire for spirals shall be plain and shall conform to the requirements of ASTM Designation A-82 with a minimum yield strength of 70,000 psi. 4. Bar supports: a. Bar supports for reinforcing steel shall conform to the requirements of CRSI Manual of Standard Practice, Chapter 3 and shall be of a eight to furnish the concrete cover called for on Drawings. High chairs shall be furnished for bent or top bars in solid slabs. Bar supports to be in contact with exterior surfaces of concrete shall be class C with plastic caps at least 1 inch in length on the leg tips, or Class E with stainless steel legs. Bar supports shall be spaced not more than 100 times the diameter of the bars to be supported, with not more than 1/4 spacing from the end of the supported bars to the first chair. b. Bar supports for slabs on grade shall be plain concrete blocks, 3 inches high by 4 inches square with tie wires embedded in support. Concrete strength shall be at 3,000 psi at time of use. K. Forms: Forms shall be of wood, metal or other approved materials. The sheeting for all exposed surfaces shall be 5 -ply plywood, unless otherwise specifically authorized. Forms of like character shall be used for concrete from 1 foot below finished exterior grade to top of structure shall be carefully fabricated so as to provide a smooth finish without defects. The type, size, shape, quality and strength of all materials of which the forms are made shall be subject to the approval of the engineer. If it is his opinion that the interior surfaces of the forms are too irregular to produce the specified finish, they shall be lined with smooth, dense, moisture resistant hardboard or other material of which he approves. L. Nonshrink Grout: Nonshrink grout shall be nonmetallic, pre -mixed type and shall be Sauereisen F-100 Level fill, Master Builders Mosterflow 713 Burke Non -Ferrous Nonshrink Grout or approved equal. 2.02 CLASSIFICATION AND STRENGTH OF CONCRETE A. Class and minimum strength requirements for concrete shall be as tabulated below. Unless otherwise specified, Class B concrete shall be used. B. Strength Requirements: Concrete class and strength shall meet the minimum compressive strength requirements at the age of 7 and 28 days as shown in the following table. The compressive strengths shall be a determined by standard laboratory cylinder tests in accordance with the procedure set forth in ASTM Designation C-31 and C-39. (See article 3.03 of this Section for aunntity and twstinn of rvlinderc-) COMPREHENSIVE STRENGTH IN POUNDS PER SQUARE INCH Class For Design Purposes 3 Consecutive Cylinder Average Lower Cylinder 7 Days 3 Days 7 Days 3 Days A 4000 2950 4250 2600 3750 B 1 3000 2100 3200 1 1850 2800 C 1 2500 1800 2700 1550 2300 SECTION 03000 - CONCRETE (SITE WORK) - CONTINUED 2.03 PROPERTIES AND DESIGN OF CONCRETE MIX A. Tests and Design Mix: 1. The Contractor, 30 days before the beginning of concrete work, shall advise the engineer of the proposed sources of the materials, or ready -mixed concrete, which the contractor intends to use in the work. A design mix which has been used by the concrete supplier before, may be submitted for approval provided the proportions and strengths meet the requirements of this specification. 2. The source and manufacturer of material after once having been approved shall not be changed by the Contractor, except as approved by the Engineer, and additional laboratory tests may be required by the Engineer to prove conformance with specification requirements. 3. If during the progress of the work, tests indicate that concrete is not being produced in accordance with these Specifications, the Engineer may order changes in the materi -"s or the proportions so as to secure as specified. B. Slump: Slumps shall b e as low possible consistentt with proper placing. Low slump concretecrete shall be used for footing and slabs on grade. Medium slump concrete shall be used for walls, columns and suspended slabs. Concrete shall conform to the limits specified in the following schedule: Class of Concrete Medium Slump LowerSlump A 4 to 5 in. 2 to 3 in. B 4 to 5 in. 2 to 3 in. C 5 to 6 in. 3 to 4 in. Part 3.00 Execution 3.01 PREPARATION A. Concrete Mixing: 1. Equipment: The concrete shall be ready -mixed and the equipment shall conform to the applicable requirements of ASTM Designation C-94. 2. Measurement: Equipment necessary to positively determine and control the actual amounts of all materials entering the concrete shall be provided by the Contractor or the concrete manufacturer. All materials shall be measured by weight, except that water may be measured by volume. A bag of cement weighs 94 pounds. SECTION 03000 -CONCRETE (SITE WORK) - CONTINUED 3.03 FIELD QUALITY CONTROL A. General: The quality of the concrete as to conformance to the specifications is the entire responsibility of the Contractor until it is accepted in place in the structure and verified by the final cylinder tests made by the laboratory. Arrangements for field testing shall be made by the Contractor with the laboratory as selected by the Owner. B. Compressive Tests: Standard laboratory compressive test cylinders will be obtained by the laboratory when concrete is discharged from the mixer at the site of the work. A set of 6 cylinders will be obtained for each 60 cubic yards or fraction thereof placed each day, for each type of concrete. The cylinders will be cured under laboratory condition and will be tested in two groups of three at 7 and 28 days of age, respectively. C. Slump Tests: The laboratory of the Owner or their representative will make slump tests of V -.-ss A and Class B concrete as it is discharged from the mixer at the site of the work. Slump tests may be made on any batch and failure to meet specified slump requirements will be sufficient cause for rejection of that batch. D. Reports: Proper reports of all tests performed by the laboratory will be prepared by the laboratory and submitted promptly to the Engineer and Owner. Such reports shall be properly labeled so as to identify the portions of the project into which the materials have been placed. END OF SECTION SECTION 03100 - CONCRETE FORMWORK Part 1.00 General 1.01 SCOPE OF WORK A. Furnish labor. materials. services, equipment and appliances required for concrete formwork indicated on the Drawings and specified herein. 1.02 REFERENCE STANDARDS A. Material Standards: American Society for Testing Materials (ASTM) B. Concrete Standards: American Concrete Institute (ACI) 3.02 INSTALLATION A. Forms: Part 2.00 Products 1. Construction: a. Forms shall be built true to line and grade, and shall be mortar tight and sufficiently rigid to 2.01 MANUFACTURER prevent displacement or sagging between supports. The Contractor shall give particular attention A. The Drawings were prepared and this Specification written on the basis of using the products of to the adequacy of supports and shoring. The surfaces of forms used or permanently exposed specific manufacturers. Such is intended to establish minimum quality standards, not to limit surfaces shall be smooth and free from irregularities, dents, sags, or holes. Forms or surfaces competitive bidding. Products with equal or superior characteristics by other manufacturers are to receive stucco finish shall be suitable for is application. Bolts and rods used for internal ties acceptable under conditions of the Specifications. shall be so arranged that, when the forms are removed, all metal is at least 1 - 1/2 inch from any concrete surface. Form ties shall be removed immediately after removal of forms, and holes 2.02 FORM MATERIALS shall be thoroughly plugged with grout within 24 hours after form removal and kept damp for 4 A. Wood: days to prevent shrinking. No. 2, or better, southern pine dressed lumber, white pine or Douglas fir, b. Wire ties will not be permitted. All forms shall be so constructed that they can be removed non-stress grades. without hammering or prying against the concrete. Unless otherwise indicated, suitable moldings B. Plywood: shall be placed to bevel or round exposed edges at expansion joints or at any other corners DFPA Plyform, Exterior B -B, edge sealed. that are to remain. Beams below grade shall have forms at both sides. C. Plastic Fiber. 2. Coating: Prior to the placing of steel reinforcement or concrete, forms for exposed surfaces shall Special forms of molded fiber, if required. be coated with anon -staining paraffin base oil or mineral oil. Forms for unexposed surfaces may D. Cardboard: be thoroughly wetted in lieu of oiling, immediately before the placing of concrete. Beam void forms "VOIDCO" or equal. as required under pier supported grade beams. 3. Removal: Forms and/or form supports shall not be removed from any concrete until it has E. Metal: obtained sufficient strength to support itself and any live loads it may be subjected to. Commercial standard, or as noted on drawings. B. Reinforcing Steel: When placed in the forms, reinforcement shall be clean and free of all rust, scale, dust, dirt, paint, oil or other foreign material and shall be accurately and securely positioned 2.03 FORM ACCESSORIES in the forms as shown on the Drawings before the placing of concrete. Reinforcing steel shall be A. Gateway, Superior or equal, catalog items selected for minimum 350 psf form loadings. wired or otherwise fastened at intersections and shall be supported by concrete or metal supports, spacers or hangers. Bar supports, where adjacent to the ground, shall be set on precast concrete 2.04 FORM OIL pads compressed into the reinforcing steel at intersections by welding methods. A. Non -staining mineral oil of viscosity 250/100 F. 1. Splicing of reinforcement shall be held to a minimum and shall be placed at points of minimum stress. Bars shall be lapped splices a minimum of 36 bar diameters unless otherwise shown on Part 3.00 Execution the Drawings or directed by the Engineer, and shall be rigidly wired or clamped. 2. Wire fabric shall be straightened before placing and shall overlap one full space of mesh at ends 3.01 FORM CONSTRUCTION and edges and shall be securely fastened. Fabric shall be supported so as to occupy its proper A. General: Design, construct and maintain forms so as to insure that after removal, finished concrete location in the concrete as shown on the Drawings. Fabric shall not cross any expansion joints. members will have true surfaces, be free of waves or bulges, and conform accurately to indicated C. Embedded Items: In addition to steel reinforcement, pipes, inserts and other metal objects as shapes, dimensions, lines and positions of concrete members shown. Place, align and fit forms in shown, specified or ordered shall be built into, set in, or attached to, the concrete. All necessary successive units to ensure smooth continuous completed surfaces free from form marks and precautions shall be taken to prevent these objects from being displaced, broken or deformed. irregularities. Provide temporary openings in forms as required to facilitate cleanings and Before concrete is placed, care shall be taken to determine that all embedded parts are firmly and inspection. Forms shall be readily removcble without impact, shock or damage to concrete. Clean securely fastened in place as indicated. They shall be thoroughly clean and free from paint or form surfaces before each use. other coating, rust, scale, oil, or any foreign matter. No wood shall be embedded in concrete. B. Deflection and Leakuge:Space walers, ties, bracing, etc. to prevent form deflection. Construct form The concrete shall be packed tightly around pipes and other metal work to prevent leakage and to joints sufficiently tight to prevent leakage of grout and cement paste during placing. secure perfect adhesion. Drains shall be adequately protected from intrusion of concrete. C. Exposed Surfaces: Give special care to formwork, ties, bracing, etc. for retaining walls or other D. Concrete: surfaces to be left exposed to permanent view. Waves, bulges, form marks, staining, joint marks or 1. General: Reinforcement shall be secured in position, inspected and approved before placing irregularities will not be acceptable. concrete. Runways for transporting concrete shall not rest on reinforcing steel. Concrete not placed within 90 minutes from the time mixing is started will be rejected and shall be removed 3.02 CURING CONCRETE WITHIN FORMS from the job by the Contractor. Concrete shall be deposited as nearly as practicable in final A. If surfaces are to be cured within forms, accomplish by keeping forms continuously wet. If forms position. Concrete shall not be allowed to dro freely more than six feet. All concrete shall be are removed before end of curing period, continue curing as specified in CAST -IN-PLACE placed in daylight and (excepting seal concrete shall be placed in the dry unless otherwise CONCRETE. authorized by the Engineer. 2. Slab Placed on Subgrade: Slab concrete placed on earth or fill subgrade shall be separated from 3.03 REMOVAL OF FORMS direct contact with the subgrade by 6 mil polyethylene film or other approved material, unless A. Timing: Remove forms after concrete has adequately hardened; not earlier than two days after noted otherwise on structural drawings. Sidewalks and walkways will not require a separation sheet. concrete is placed. Polyethylene film shall be lapped 4 inches on sides and12 inches on ends. B. Method: Remove forms as a hand operation, take care to avoid damage to finished concrete and/or 3. Compaction: Concrete shall be compacted by internal vibrating equipment, supplemented by hand reinforcing passing through forms being removed. rodding and tamping as required. Vibrators shall in no case be used to move the concrete laterally inside the forms. Internal vibrators shall be used to maintain a speed of at least 5000 3.04 CLEAN-UP impulses per minute when submerged in concrete. (at [east one spare vibrator, in working A. Upon completion of work of this Section, remove related debris from the premises. condition, shall be maintained at the site during concrete placing operations.) Duration of vibration shall be limited to the time necessary to produce satisfactory consolidation without causing END OF SECTION segregation. Vibrator shall be moved constantly and placed in each specific spot only once. 4. Bonding: Before depositing new concrete on or against concrete that has set, the surfaces of the SECTION 0300 CAST -IN-PLACE CONCRETE set concrete shall be thoroughly cleaned so as to expose the coarse aggregate and be free of coatings, foreign matter and loose particles. The cleaned surfaces shall be dampened, but not saturated, and then thoroughly covered with a coat of cement grout of similar proportions to the Part 1.00 General mortar in the concrete. The grout shall be as thick as possible on vertical surfaces and at least 1.01 SCOPE OF WORK attained its initial set. inch thick horizontal surfaces. The fresh concrete shall be placed before the grout hos A. Furnish labor, materials, services, equipment and appliances required for Cast -in -Place concrete a 5. Protection: Rainwater shall not be allowed to increase the ratio of mixing water, nor to damage work indicated on the Drawings and specified herein. the surface finish. Concrete shall be protected from disfigurement, damage, vibration, internal fractures and construction overloads. 1.02 INTENT E. Curing: A. Concrete shall be ready -mixed, or transit mixed, obtained from a plant; ASTM C94. Use 1. All concrete, including gunite, shall be water cured by covering with a double thickness of clean job -mixed concrete only where and if authorized by Owner. burlap, cotton mats, or other approved material kept thoroughly saturated with water. The forms shall be kept wet until removed and upon removal, the curing specified herein shall be started 1.03 MILL TESTS immediately. Concrete shall be cured for a period of 7 days for normal Portland cement or 4 days A. Submit certified copies of reports to Owner, if requested. for high early strength cement. Concrete poured in the dry shall not be submerged until it has 1,04 REFERENCE STANDARDS attained sufficient strength to adequately sustain the stress involved, nor shall it be subjected to flowing water across its surface until it has cured 4 days. Curing of gunite shall be started as soon as possible without damaging surface and not later than 2 hours after placing. A. American Society for Testing Materials (ASTM) B. American Concrete Institute (ACI) 2. In lieu of wet burlap or cotton mats as specified above, concrete slabs may be covered with wet sand and kept moist for the specified curing period. The initial curing period of not less than 24 C. Federal Specifications (FS) hours shall consist of the wet burlap or cotton mat method, then the wet sand method may be 1,05 SUBMITTALS utilized until the end of the curing period. 3. Concrete surfaces which will not be coated, painted, plastered, stuccoed, covered with tile or floor A. Shop Drawings: coveringor requiring a bondingsurface may be cured b means of a membrane curing compound Submit drawings of reinforcement for acceptance prior to start of fabrication. List reinforcing and q t 9 e method. The curing compound shall be applied immediate) after a accessories quantities, sizes, bends, dimensions and notes required for fabrication and placement. slieu of the we cur m h 9 P PP y Draw placing plans, elevations, details and sequence of placement. Member marks on shop drawings; satisfactory surface finish has been completed or forms have been removed. The rate of P 9 P q P P application of membrane curing compound shall be at least one gallon to every 200 square feet of some as on structural drawings. exposed surface to be cured. The membrane curing compound and impervious covering shall be B. Testing Laboratory Reports: continuous and without defects and shall retain the required moisture in the concrete. Membrane Submit three copies to Owner. curing compound that becomes damaged by rain, foot traffic or other conditions within 5 days of application shall be reapplied. Part 2.00 Products F. Finishes: 2.01 MANUFACTURER 1. As soon as forms can safely be removed, all irregular projections shall be chipped off flush with the concrete surfaces. All voids produced by spacers or any honeycombing shall be pointed up A. The Drawings were prepared and this Specification written on the basis of using the products of with grout and troweled flush with the concrete surface immediately after removal of forms and specific manufactures. Such is intended to establish minimum quality standards, not to limit water cured to prevent shrinkage. Honeycombing shall be cut out to expose a sound concrete competitive bidding. Products with equal or superior characteristics by other manufacturers are surface prior to pointing. The use of mortar pointing or patching shall be confined to the repair acceptable under conditions of the Specifications. of small defects in relatively green concrete. Where in the opinion of the Engineer substantial 2 02 BASIC MATERIALS repairs are required, the defective concrete shall be cut out to sound concrete and repaired with gunite or the concrete shall be removed and reconstructed as directed. A. Concrete: 2. Floor slabs shall be brought to a true and even finish by power or hand floating in a manner that 1. Portland Cement will not bring excess fines to the surface. The consistency of the concrete shall be such that ASTM C150, Type 1. unless noted otherwise on structural drawings. water does not accumulate at the surface. Unless otherwise shown on the Drawings, the surface 2. Aggregates shall be floated with a wood float and shall be steel troweled to a smooth finish. Troweling shall a. Fine Aggregates: be the minimum to obtain a smooth, dense surface and shall not be done until the mortar has Washed sand; ASTM C33 hardened sufficiently to prevent excess fine material from being worked into the surface. If so b. Coarse Aggregates: directed, the surface shall be brushed lightly with a push broom so as to produce a non -slip Crushed stone; ASTM C33 surface. i. Members to 8 inches in section - Table II, Size 67. 3. Concrete surfaces that are not exposed in the completed work will require no special finish other ii. All other concrete - Table II, Size 467. than such pointing up and rubbing as is necessary to leave them smooth and impervious. 3. Water 4. Other surfaces which will be exposed in the completed work shall be finished by being rubbed Local tap water. smooth and dense, without pits, irregularities, blow holes or bubbles. B. Reinforced Steel: G. Grout: 1. Bars 1. Grout for pointing and patching shall consist of cement and fine aggregate mixed in the ASTM A615, grade 60 or as shown on the Drawings. proportions used in the concrete and a minimum amount of water to produce a workable grout. 2. Wire Fabric 2. Material for grouting manhole or drainage inlet openings, column base places, anchor bolts, ASTM A185. reinforcing bars, pipe sleeves and pump base plates shall be of non -shrink type and shall be mixed and placed as recommended by the manufacturer. Machinery set on grout pads shall not be operated until the grout has cured for at least 24 hours. -❑ Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT r 168113021 THIS SHEET PROVIDED FOR REFERENCE ONLY. NOTES PROVIDED IN CIVIL PLANS SUPERSEDE SPECIFICATIONS SHOWN HERE. . Q Z) Q f_ >_j1 W , `� W Z Q J a F_ 0 1 Issue Date: 5/21/12 { - - - REVISION INFORMATION ------------- 2 08-17-2012 __PLAN REVIEW COMMENTS Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING CIVIL SPECIFICATIONS (SHEET 6 OF 7) CS6 N z E U a: L c C F, C a✓ i LL C C. z C 09 C C .3 C L c Ui 2 0 0 U) a) a �o 0 T _N E Y T c 0 a 0 C, 0 0 C 0 0 N 0 0 .j 0 L 3 E U O L 0 a� 0 o_ 0 E a 0 0 SECTION 0300 CAST -IN-PLACE CONCRETE - CONTINUED 2.03 MISCELLANEOUS MATERIALS A. Accessories: ACI - 315, galvanized, chairs, stools, spacers, etc. B. Ex ansion Joints: 3�4 inch diameter plain steel bars with sawn ends and expansion caps. C. UnderslabVapor Barrier: "Visqueen"; plastic sheeting, 6 mils thick, unless noted otherwise on structural drawings. D. Floor Finishing: 1. Floor Leveling Compound Floor Leveling Compound "DEX-O-TEX ; Crossfield Products Corporation, Compton, California. 2. Floor Sealing Compound "Master Seal SL"; Master builders, Cleveland, Ohio. NOTE: Concrete floors to receive adhesively applied finishes or grouted finishes are not to be sealed. E. Curing: 1. Curing Compound Master Builders Technologies, "Mosterkure 200W water based wax emulsion concrete curing compound. 2. Plastic Sheet Curing Membrane "VISQUEEN"; 6 mils thick, with joint sealing tapes. 3. Burlap for Moist Curing Standard grade burlap; FS CCC -C-467. 2.04 CONCRETE MIX DESIGN A. Contractor employs and pays for services of an Owner -acceptable independent testing laboratory to determine concrete mix design based on compressive strengths of concrete shown on the structural Drawings. For design mix tests use aggregate, cement additive where specified, and water to be actually used in mixing concrete. Part 3.00 Execution 3.01 DELIVERY AND TiME LIMITS A. Concrete not placed within maximum time intervals, after adding mixing water, shall be rejected and removed. Temperature. Mix or Air Up to 75 Degrees F 75 to 89 Degrees F Over 90 Degrees F Maximum Time Interval 90 min 60 min 45 min. 3.02 VAPOR BARRIER INSTALLATION A. Install in accord with manufacturer's instructions over prepared granular or non -expansive fill; seams lapped 6 inches minimum. 3.03 PLACING REINFORCING A. General: Place accurately and securely saddle -tie at intersection with 16 gage black, annealed wire. Support bars rigidly in place with chairs or spacers Permitted by ACI -315. Inches of concrete protection at reinforcement shall be in accord with ACI Building Code", unless shown otherwise on Drawings. B. Shop Drawings and Splicing: Place bars and wire fabric in accord with accepted shop drawings and schedules on structural Drawings. Splice wire fabric by lapping both directions not less than distance between wires, and tying two transverse wires. Splice bars as shown on Drawings. C. Inspection Before Coverings: Owner's acceptance of inserts and reinforcing in place is required before concrete is placed; do not conceal until inspected and authorized to proceed. Prior to Owner's inspection, remove water, clean, tighten forms, close openings and coat forms with form oil. 3.04 PLACING CONCRETE A. General: Deposit concrete as nearly as practical to final position to avoid segregation due to re -handling or flowing. Deposit concrete at rate that it stays plastic and flows readily into spaces between inserts and reinforcing and completely fills forms. Temperature of concrete at time of placing; between 50 and 90 Degrees F. B. Discharge and Layering: Control concrete discharge so that concrete may be effectively placed in horizontal layers not more than 8 inches thick. Stacking or piling concrete in one place and then removing It any appreciable distance into position with hoes, rakes, shovels, and/or compactors is prohibited. C. Tremies and Chutes: Use tremies and chutes when placing concrete in piers, high narrow retaining walls, etc., so that concrete will not vertical drop more than 3 feet. D. Compacting: Compact each layer of concrete using SPUD -type mechanical internal vibrators, supplemented with hand tampers. Maintain vibrator speed of not less than 5000 cycles while submerged in concrete. Maintain at least one spare vibrator at hand. E. Bonding: Before depositing fresh concrete on previously placed concrete which has partially or fully hardened, scrape surfaces of hardened concrete, hammer, or wire -brush while hosing with water under pressure, until large aggregate is exposed and scraping, laitance and dust removed. Tighten forms, wet concrete surfaces, slush with neat cement grout, and deposit new concrete before grout attains initial set. Slushing grout; not less than 1/8 inch in thickness. F. Jointina: Locate and make construction joints in accord with the Drawings. Construction joints will not be permitted at other locations without Owner's acceptance. G. Anchor Bolts: Set anchor bolts, furnished by and/or for the work of other trades, in freshly placed concrete. Set bolts plumb and true and in accord with accepted shop drawings and the Drawings. 3.05 FINISHING CONCRETE A. Smooth Finish Slabs: 1. Tamping While placing concrete, tamp to force coarse aggregate away from surface. Screed with straight edges to bring surface to finish level required. 2. Floating Wood float to true plane with no coarse aggregate showing while concrete is still green but sufficiently hard to bear a man's weight without imprint. Float level or slope to drains as required. Use sufficient pressure while floating to bring moisture to surface. 3. Troweling Steel trowel not less than two passes. Begin with power trowel as soon as little or no cement sticks to blades. Do not dust with dry cement or aggregate to absorb moisture or to stiffen mix. Hand steel trowel third pass to remove slight imperfections and produce smooth impervious face. Continue hand troweling until ringing sound is heard as trowel burnishes surface. 4. Tolerance Slabs to receive applied finishes, special finishes, or to be sealed shall be level with tolerance of 1/8 inch in 10 feet, when tested with 10 foot straight edge at 3 foot intervals in both directions. B. Depressed Slabs: Finish depressed slabs, if shown on the Drawings, to receive waterproofing, topping, fill or mortar beds for tile, etc., as for smooth finish slabs but only through wood floating. C. Surfaces Other Than Slabs: 1. Exposed Vertical Surfaces Fill bolt and tie rod holes with same mix as placed concrete, except without course aggregate. Fill holes passing through concrete members from inside face. Stone rub to uniform finish. 2. Patching and Repairs Remove honeycomb voids, cracks, and irregularities. Where repair is required, cut back defects not less than 1/2 inch with square edges, brush out, drench with water and fill with some mix as placed concrete, except without coarse aggregate. When cut-outs have been filled, trowel surface smooth, remove excess grout. After set, grind slightly to uniform color and appearance using neat Portland Cement applied with a power grinder wheel. 3. Topping and Fills Screed, float and finish some as slabs. 3.06 CURING CONCRETE A. Requirements: Cure concrete not less than 7 days by protecting it against moisture loss, rapid temperature change, mechanical Injury, and injury from weather, rain, or flowing water. Contractor's choice: 1. Compound Apply in accord with manufacturer's instructions. Protect compound -formed membrane on slabs with 1 inch of sand. Compound must be completely removed once concrete has achieved specified set. Remove per manufacturer's written instructions with a mechanical scrubber and water soluble stripper. 2. Plastic Sheet Cover surface with membrane, edges lapped 4 inches or more and sealed with tape. 3. Moisture Keep surfaces continuously wet or moist during curing period, by covering surfaces with wet sand, wet burlap, or moist curing mats. 4. Surface Within Forms Keep forms continuously wet. If forms are removed before end of curing period, continue for full curing period as for unformed surfaces. 3.07 SEALING CONCRETE A. Where shown on the Drawings, apply to slab in accord with manufacturer's instructions. Apply during later stages of construction. SECTION 0300 CAST -IN-PLACE CONCRETE - CONTINUED 3.08 TESTING A. Independent Testing Laboratory. Contractor employs and pays for services of an Owner -acceptable independent testing laboratory to perform concrete cylinder testing. Test cylinders shall be taken and cured by Contractor and tested by laboratory for each different class of concrete placed in any one day. Take cylinders in accord with ASTM C31, and cure and test in accord with ASTM C39. One set of three cylinders is required for each 50 cu yd of concrete or less, placed in any one day. Test one cylinder at seven days, one at 28 days, and hold one as a spare from each set of three. B. Contractor Tests: 1. Slump Tests Contractor take slump tests when cylinders are taken; maximum slump 5 inches and minimum slump 3 inches. 2. Air Entrainment Air content by volume: 3 to 5 percent based on measurements made in concrete mixtures at point of discharge at job site at time slump tests are made. Air content by volume; ASTM C231. C. Special Testing: 1. Owner may direct core tests; ASTM C42, or load tests; Section 202 of ACI 318 be made of portions of structure under provisions of Article 7 of the GENERAL CONDITIONS. 3.09 CLEANING CONCRETE A. At completion of concrete work, clean surfaces exposed to view with water and fiber bristle brushes. Completely strip all curing compounds before installation of floor finishes. 3.10 CLEAN-UP A. Upon completion of work of this Section, remove related debris from premises. END OF SECTION Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 THIS SHEET PROVIDED FOR REFERENCE ONLY. NOTES PROVIDED IN CIVIL PLANS SUPERSEDE SPECIFICATIONS SHOWN HERE. . Z LU Z Q J Q Issue Date: 5/21/12 REVISION INFORMATION 2 08-17-2012 PLAN REVIEW COMMENTS Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING CIVIL SPECIFICATIONS (SHEET 7 OF 7) CS7 N N U) E Q w 0 N N 0 J 0 U 0 J I i 0 Q U 01 0 N i z I a U I L 0 0 _I N 0 1O 00 i W 0 J i 0 z 0 e M PROJECT TEAM TENANT GMRI, INC 1000 DARDEN CENTER DRIVE ORLANDO, FL 32837 TEL: (407) 245-5935 FAX: (407) 342-6781 CONTACT: JACK DEGAGNE ARCHITECT DESCRIPTION TRIG ARCHITECTS --- -- 239 SOUTHLAND DRIVE, SUITE C LEXINGTON, KY 40503 TEL: (859) 276-2006 205 WEST WACKER DRIVE SUITE 2125 FAX: (859) 276-2901 CA 00000696 CONTACT: DOUG EDWARDS GEOTECHNICAL PSI, INC. 5362 WEST 78TH STREET INDIANAPOLIS, IN 46268 TEL: (317) 86-7723 SITE LANDSCAPE PLANS FOR CIVIL ENGINEER/LANDSCAPE KIMLEY—HORN AND ASSOCIATES, INC. 205 WEST WACKER DR., STE 2125 CHICAGO, ILLINOIS 60606-1418 TEL: (312) 726-9445 FAX: (312) 726-9449 CONTACT: JUSTIN MULLER SURVEYOR AMERICAN STRUCTUREPOINT INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256-3957 TEL: (317) 547-5580 FAX: (317) 543-0270 UTILITY AND GOVERNING AGENCIES CONTACT LIST PLANNING/ZONING DEPARTMENT CITY OF CARMEL PLANNING AND ZONING ONE CIVIC SQUARE CARMEL, IN 46032 TEL: (317) 571-2417 CONTACT: ANGIE CONN BUILDING DEPARTMENT CITY OF CARMEL BUILDING DEPARTMENT ONE CIVIC SQUARE CARMEL, IN 46032 TEL: (317) 571-2444 CONTACT: JIM BLANCHARD FIRE MARSHALL CITY OF CARMEL FIRE DEPARTMENT 2 CIVIC SQUARE CARMEL, IN 46032 TEL: (317) 571-2600 CONTACT: CHRIS ELLISON (MARSHALL) TRAFFIC /ACCESS CITY OF CARMEL ENGINEERING DEPARTMENT ONE CIVIC SQUARE CARMEL, IN 46032 TEL: (317) 571-2441 CONTACT: GARY DUNCAN SANITARY SEWER CLAY TOWNSHIP REGIONAL WASTE DISTRICT 10701 NORTH COLLEGE AVENUE, SUITE A INDIANAPOLIS, IN 46280 TEL: (317) 844-9200 CONTACT: RYAN HARTMAN WATER CARMEL WATER UTILITIES 3450 WEST 131ST STREET CARMEL, IN 46074 TEL: (317) 733-2855 CONTACT: STEVE COOK STORM SEWER CITY OF CARMEL ENGINEERING DEPARTMENT ONE CIVIC SQUARE CARMEL, IN 46032 TEL: (317) 571-2441 CONTACT: JOHN THOMAS POWER COMPANY IP & L TEL: (317) 261-5277 CONTACT: NORM SCHOPPENHORST NATURAL GAS COMPANY VECTREN ENERGY 16000 ALLISONVILLE ROAD NOBLESVILLE, IN 46060 TEL: (317) 776-5532 CONTACT: JOANIE CLARK TELEPHONE COMPANY AT&T TEL: (317) 252-4275 CONTACT: STEVE KREBS CABLE COMPANY BRIGHTHOUSE COMMUNICATIONS EMAIL: MARY.SEEDORS@MYBRIGHTHOUSE.COM CONTACT: MARY SEEDORS HEALTH DEPARTMENT HAMILTON COUNTY HEALTH DEPARTMENT 18030 FOUNDATION DRIVE, SUITE A NOBLESVILLE, IN 46060 TEL: (317) 776-8500 CONTACT: LARRY BEARD ITALIAN RESTAURANT 10206 N. MICHIGAN ROAD CITY OF CARMEL HAMILTON COUNTY, INDIANA An VICINITY MAP NOT TO SCALE INDEX OF SHEETS • I PLAN REVISION LOG NO. DATE DESCRIPTION REVISI --- -- ----—----------------=�7��i_ PLAN REVIEW COMMENTS 3 09-20-12 LANDSCAPEi 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 IRRIGATION INFoVA��s� .. . 20600136 _= STATE OF ,,��s•......••G,� 0q \\�� pE AR "aa ���/I/111111111111111 \ PLAN REVISION LOG NO. DATE DESCRIPTION 1 06-29-12 PLAN REVIEW COMMENTS 2 08-17-12 PLAN REVIEW COMMENTS 3 09-20-12 BUILDING CHANGES 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 BENCHMARK INFORMATION (NAVD 88) HELD OPUS SOLUTION 12-58320470 FOR BASE #800 FOR ISP EAST COORDS, BROUGHT TO GROUND AND TRUNCATED AT BASE #800. OPUS WAS USED FOR BASE #800 ELEV-894.12 ASI TBM #30 CUT "X" ON SE BOLT OF TRAFFIC POLE AT NW CORNER OF US 421 AND RETAIL PARKWAY ELEV — 892.94 ASI TBM #31 RR SPIKE IN EAST SIDE UTILITY POLE #2-128—B, WEST SIDE OF US 421 AND NORTH OF NORTH ENTRANCE OF RCI ACCESS ROAD. ELEV — 891.03 *CONTRACTOR TO VERIFY BENCHMARK INFORMATION PRIOR TO CONSTRUCTION. Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 1\ 11111 1 ` ���NQQ �,\S T'Esq _= No. 20600136 _= STATE OF ,,��s•......••G,� 0q \\�� pE AR "aa ���/I/111111111111111 \ i at e: 9-24-1 H . Z rF-- �/ Z Q J I Issue Date: 5/21/12 REVISION INFORMATION ------------- 1 06-29-2012 PLAN REVIEW COMMENTS 2 08-17-2012 PLAN REVIEW COMMENTS 3 09-20-2012 BUILDING CHANGES Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING LANDSCAPE COVER SHEET L1.0 Q N N N 0 N �f- N CL N V) 3 n J J I O 0 Q U i 0) N N Z_ I, N E O U I a D N1 O FO w J 0I z Q Y E C c O L_ r-) TYPICAL TRIANGULAR SPACING 02 PLANT SPACING - PLAN _- _ FU RE Rt ► ��� 2 -UP NTS PLANT CENTER PLANT ROW SPACING: SEE PLANT LIST ON PLAN 5,. '5 nn 7 c + I" PREMIUM SHREDDED • 3 A 7 -BG----\\ 5-5M -.... �...-I _GT�...,� ++ MULCH CA 5 -PL 1-0B 8-SA+� c '' SET POT 3- M +- ..................... ...... :ii::i.ii:'.:: _ ;<: zcJ •, g :.:::::.:.�:.�:.�.: �:.�:::.:::::'t:�:'::�:: AT GRADE 2 BN n -RP �+ + .....:•:.::.... 2 ..... ................................................................................................................. .......................................................................................................... 3 -TM :::.. ;..:::•::......... GROUNDCOVER u................... o - '+ :•:::• ::::•:•::• :•...:. ................. ............ PLANT :'3-G1 ................................i.........APPROVED VED PLANTIN 5-55 : Mx t J o -TM I I I IIII I I i I I n- I I TI k� 17 _........ , _ _... `. 6o Pr I I I I I I I - -11 .- ... ... 33 PT ... . -- I -AG , -so + SEE PLANTING LIST SUBGRADE CA ' FOR PLANT SPACING r -Tv. ` . III i04 G5 -BG 1 ROUNDCOVER VER PLANTING SECTION a _ 2 -JV NTS - 3-05 5 -cm j_... .. _.. 3 -TM J I 5_55 3-5f2 3_I5 3 -QR , 3 -CA 1 C-513 ttttttt PA tt 3 -PL 3 -RK D [ 1 \ i - 35 SF -A (BOTH SIDES TURF OR ANNUALS BED GROUNDCOVER OR SHRUB BED 3 ;f I _.. 3 ' s-cM TOP OF PAVEMENT I4 7 ;I 2 -PA : t 7,778 SF - P76 3-55 + +; 'MULCH 2 -JV -(� 6-7M +�A + ' m II II -II /!/ APPROVED STEEL EDGING +.: 3 -JV 142 SPACES + + DETENTION AREA TO BE FFE S95.O5 6 AG STEEL SPIKE + + I SODDED o 3 -CA 2 QR + - = PLANTING MIX + i.� `... N 31 I I .:..: + O Q 6-3G + i S -0q + + I� I UNDISTURBED SOIL I+ + + : + + + + ,+ / + Orj STEEL EDGING -SECTION I+ NTS } z S-55 TM i + 5 -CM 27 -RP ` +�) 1 i.r ` • 9-hh I -JV 3 -QB 3 -PL + ' 3-0R 6 -SB 5 -SB 5_C \o 6 -PL 12 3 -CA t_AG 2 -GB 3-5R +} SEEDING NOTES: ++ •z, 19 -RP -UC 2 -GB \F\ -G7 2-C,B 3_ 5 37 -Pt 22 -RP f + + 5-5 25 -RP \__✓ 8 3-S 2-� 5-55 A + + + +• DETENTION BASIN SEEDING ' 2-5RJ sp I l + ++++ + INDOT Seed Mixture U € z cc €) • II This seed mixture shall be applied at the rate of 150 Ib acre 168 kg/ho) ?. ---1 _ consistingof 95 Ib acre 106 k a of a 4-wayblend of turf type tall fescues l' - - �such as Tribute Rebel II Trailblazer o approved e e 2 � r appy d qual, 20 lb/acre (2 kg/ha) _ Jasper Red Fescue ora roved equal, and 35 Ib ocre 40 k a certified fine bladed perennial ryegrass such as Regal, Blazer, or approved equal • (� TEMPORARY SEEDING 1. Spring Mix Spring mix shall be used from March 15 through June 15. This mixture shall be applied at the rate of 150 Ib/acre (168 kg/ho). The mix shall consist of oats. 2. Fail Mix Fall mix shall be used from September 1 through November 30. This mixture shall be applied at the rate of 150 Ib/acre (168 kg/ha). This mix shall consist of winter wheat PLANTING NOTE: JUNIPERUS CHINENSIS 'HETZII COLUMNARIS' CAN BE SUBSTITUTED FOR PRIVATE DRIVE BOTH MEDORA AND TAYLOR JUNIPER IF NECESSARY DUE TO NO OR LIMITED iL VEGETATIVE SWALE PLANT LIST: PLANT LIST: AVAILABILITY. IN NO CASE SHALL PLANTS BE PARTIALLY SUBSTITUTED. Botanical Name Common Name W-lu KEY QTY. COMMON NAME BOTANICAL NAME SIZE CONDITION REMARKS Agropvron trachycaulum Slender Wheat Grass 0.750 Tree: Deciduous Canopy Amorphaca :escens Leadplant 0.125 SN 8 - rve: Birc:1 se;ula n€gra 6_81 ht. S&8 :.lump, Specimen Andrepogon scoparius SSchizachyrium sA Little Bluestem 3,DJO r Ginkgo Ginkgo b'lcba hna ie) 2 12' ca€. B&6 Specimen Remove transit guard. Remavetags andlabela Asclepias Species rvklkweed 0. 25 GT 'f Skyline Honey Locust Gleditsia triacanth©svar, inermis `Skycole' 2 112" ea€ B&B Specimen Aster azureus `eolentangiensis) Sky Blue Aster 0.063 OB 6 Swamp ``yhite Oak Cluercus btcolcf 2 leZ' cal. 5&E3 Specimen QIR 8 Skvrvcket Coium Far Oak Quercus robur'Skyroc'et` 2 1 2" cal B8B SpecimenAsterisevislSY ot;c?um iae e)Smoothglue Aster 0.063Pmeonlydeadorbmka U Patrol Elm us'PatrIot' 2 VZ' cal S&B Specimen Nw-besordouble leaders Aster novae-angliae(Syrnphyot..cb:jrnn.) New FrigiandAster 0.063 Remove Wire Baskets at planting tine. Ba VIP 2 Lacebark Elm ;;:;nous parvtfs€ia 2 1 2" ca! B&B Specimen Bd= tree is in pit remove bottom ptisia'e,�antlala>bare?a�rLphvllai 'White Indigo 0.063 of basket cu mrzou�' ' . .� ,� 7S Japanese Zeluc•a. Zelkova s? ,ata Green Vas& 2 1:2' cal B&B Specimen � b . • Bud graft. B.,ute v;1a cu:�ipe<?dols SidevatsGramma 3, WO After treelsinpitremovetherest Calal agr stsscanadensls MuelcintGrass 0.0.31 of the basket cutting vertically. Root CollarlFlare: Tree: Deciduous Ornamental Collar shall be level or up to Carex annectens Yellow Sedge 0.062 l"-2" abovefinisbodgrade. Carexb c n. i Bicknell'sSedge 0.062 AG a Autumn Brilliance Servicebe: Alne€a>?che Y grandE S ora 'Ar'u1Tln .IEEaE?ce' F'ht, B&; lump, Specimen, 2"4'ofhardwood mulch- Aged wood Carexb,evior "Shorter Sedge 0.062 CC 5 Eastern RedbJd Cerc!s canadernsis Uht. B&8 CEump Specirner drips or similar mulch. Keep mukh Remove any excess soiiltolocate Cassiafasciculata PartridgeT S� 15 Japanese Tree Lilac S�,.ingaretcuiat:a'hiGniS•.lk' 13/4" cal, B&B Standard Specimen Zee -3" from trunk. : •. and expose root flare. Pea 0.125 • Echina cea pall,da Pale Purple Gcneflcwe- 0.2131 Soil grade. L ymus canadens€s Canadian Wild Rye 2.000 Tree: Evergreen S 2 kledora Jun;Lper Juniperus cop•11orum Aledora' 6' ht 3&E Specirner? Backfillusin exi sail cons Water ' . Score tang urryucclfvl=um Rattlesnake Master 0.188 g � 3V 16 Taylorlumper Juniperusvlrginiana'Tayior' 62 ht. B&B specimen thoroughly to eliminate airpocketa. plantingPit walls. lKe:lop�:�heiianthcEdes EarlySunflcwer 0.?25 • - Hype. um pyramsdatu n GreatStic 1n'svvcrt 0.03 . a. °' .•.`.'.Shrubs: Deciduous + . • W yQ, s. . + ..'.'+'.•.','v-.' Lespedeza capitata RoundheadBushc€over 0.125 .•. .•.�.,. CS 22 AMC P re Dogwood C o nus sto!arifera'Farrow' , gal. 36' Cent !, l=vA--n \ z .. \�HA Ll stns aspera Button Blazngstar 0.'.25 LlatriS pyCnostarhya Monarda BergamotFra>rle f3i:azingstar 0-u.03� 18z3 2 Arlrabello Hydrantrea Hydrangea arhnraccers 'Annabe!e' gal. 36" Cont 1`i l vAn RK 15 Knock 0vt Rose Rosa 'Knack `,:?;;;i 3 gal '2•+" tont -u•!. E%en .... \ \ RF 158 pavement Snow Rose Rosa 'Pavement Snow' 3 gal. 24" C.aont :nidi, Even Parthen;um integrifolium Wild Quinine 0.'83 _ Panlcum .=dr at �:�1 Switch Grass 0.063 a8 71 An'hu 1 s'v'ateser Spi es Sp;raea x br r:?skis Artflu i s�<`aterer' s gal :'2 ort. !. Eeen \�j\\� \ Fes?sten?Ln digits is Fcxgleve Beardtc ngue 0.,25 SM `3 Dtvar Korean Lilac Syri?ga meyer 3a!€b:n' gal '3n" Cora u 1, Evac? \ \ \ \ Petalcsterrlum (Dalea) purpureum Purple Prairie Clover 0.063 Physostegia virgi ,:ana False Dragonhead 0.063 Shrubs: Evergreen Fctentilia argots Prairie Carlquefoii 0.Ov3 BG 31 Ch!cagoland Greer Boa,WQjd i3 Jxus x 'G!encoe' 5 gal. 24' C in.t . U I. Ern Ieavesoilunderballuadiahubed TG 12 Hetz 1<?idget Arborvitae Tlhuja ocrlderta c 'Het; Midget 3 aalL Cora F t,; Even (24" fit, to mpportrootbill and reduce settling. Ratib da Pi nnata Yellow Conetlower 0.125 Rosa blanda E;rly 1Vlld Pose 0.031 TP,I 30 Tauntor t ew%, Tax LIS x rrtc"jSa Ta_ ^tcz,?:i` j gal. 2=1" Cort ,r1!. Ese? 1112-2 times ball diameter Rudbeckiahirta Black-eyed Susan 0.500 Rudbeckia subtcmentcsa Sweet Coneflower 0.031 Groundcovers: Perennial vGrasseslGroundcovers E� 4 �eaaf;er Reed Grass Ca�amaurn,t:s 'Ka11 Loerste' 1 gar ort. Spec!mer: Siipl?i1_rrrf interrltciurr? Rosin vwjeed 0.188 �' 2 - sol>dagc nemoraas Cid-field Goldenrod 0.125 s 8 C_iernat>s Clematis Y •ackinan•; 1 nal -ort Specimen t 28 Zagreb `oretapsls ;�aieopsis .�T ci€lata cogm 1 ga€ Cort Spec rtte^. Sclid'ago,G?�igvneur�nj ddel: Rlddell'sGcldenrod 0,063 01 TYPICAL TREE PLANTING DETAIL (CITY OF CARMEL)HH 24 vIIy Herncrral!sapp ; gal Cont Specimen SDlida�_1�3:ig:;reurcnl'tg>da Stiff Goldenrod O.OE3 NoSperoc .usf?ete ole,?is Prairie i7ropseed 0.250 LS n atria tats spi> ata 'Kcibo! ' 1 7a€ Specimen Tradescantia c ?=ens s Onic spiderv�.crt 0.;25 8 -lames;^ Fourta r sass Pe?. se um a€upecuroldes 'Harne'W gal CD Specimen. n t}. 25 pt 30 Russian Sage ;pa°3vsko the Spire' gai Cont 5pecimer? Verbena sfi-icta ticary w`etva Vernoniafasc cu'..ata Common lronefee k 0.'8R SS 38 Salvia Sa:,Aa x superba'Mainacht' 1 ga€. C�arit Spes_!Mer i�erncniarr?:ssurica l�rysscurslrcn��seed 0.063 SA 20 Sedum Sedurr. x ':Autumn `•U`' 1 gal,"CO Pt Specimen V e.e. ,.onicastram v 1gzmcum Culves Physic 0,006 __...... .r__.. aT._. _ 239 :-a he+s.ar'dra •'a!''tr`sandra .ern's1F;a!E5 "'=�Ceer` Carpet',Cor,.t_ CPec imen. Total 15.97c A-NN31A_J _i_r, J- By ? are, W E 0 30' 60' GENERAL LANDSCAPE NOTES: GRAPHIC SCALE 30' 1. CONTRACTOR SHALL CONTACT UTILITY LOCATE TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF AN PLANT OR LANDSCAPE MATERIAL 2. LANDSCAPE CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT PRIOR TO ORDERING PLANT MATERIAL 3. FINAL LOCATION OF ALL PLANTING SHALL BE DETERMINED IN THE FIELD BY THE OWNER'S REPRESENTATIVE. 4. NO PLANT MATERIAL WILL BE INSTALLED UNTIL ALL GRADING AN CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 5. ANY MODIFICATIONS TO PLANTING LAYOUT, PLANT MATERIALS, ETC. SHALL BE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER PRIOR TO EXECUTION. 6. SIZE AND GRADING STANDARDS OF PLANT MATERIAL SHALL CONFORM TO THE LATEST ADDITION OF ANSI Z60.1, AMERICAN STANDARD FOR NURSERY STOCK, BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. 7. ALL PLANT MATERIALS SHALL BE INDIANA NURSERY GROWN STOCK AND SHALL BE FREE OF ANY DEFORMITIES, DISEASES OR INSECT DAMAGE. ANY MATERIALS WITH DAMAGED OR DISFIGURED/CROOKED LEADERS, BARK ABRASION, SUNSCALD, INSECT DAMAGE, ETC. ARE NOT ACCEPTABLE AND WILL BE REJECTED. 8. TREES NOT EXHIBITING A CENTRAL LEADER WILL BE REJECTED UNLESS CALLED OUT IN THE PLANT UST AS MULTI -STEM. 9. CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEEF 0 ALL PLANT MATERIALS. THE GUARANTEE BEGINS UPON WRITTEN ACCEPTANCE PT NCE OF THE INITIAL 11 L P CANTING BY THE LANDSCAPE ARCHITECT OR OWN R'S E REPRESENTATIVE. REPLACEMENT PLANT MATERIALS SHALL ALSO HAVE A ONE YEAR GUARANTEE WHICH COMMENCES UPON INSTALLATION. 10. CONTRACTOR SHALL PROVIDE ALL NECESSARY MAINTENANCE (INCLUDING WATERING) OF PLANT MATERIALS FOR 90 DAYS FROM THE DATE OF ACCEPTANCE BY OWNER. PLANT MATERIAL SHALL BE WATERED BY CONTRACTOR UNTIL IRRIGATION SYSTEM IS OPERATIONAL 11. A MINIMUM OF 18" OF LOAM PLANTING SOIL SHALL BE USED WHEN PLANTING ALL TREES (SIDES OF HOLE). 12. WRAP ALL SMOOTH BARKED TREES AND FASTEN THE TOP AND BOTTOM OF THE WRAP (REMOVE BY APRIL 1). 13. PLANTS SHALL BE INSTALLED IMMEDIATELY UPON ARRIVAL TO SITE. 14. ALL BEDS ADJACENT TO BUILDING PAD SHALL BE MULCHED WITH ROCK MULCH APPROXIMATELY 1"-3" AGGREGATE TO COMPLIMENT BUILDING VENEER. (PROVIDE SAMPLE FOR ARCHITECT'S APPROVAL) ALL OTHER BEDS SHALL BE MULCHED AS FOLLOWS: 14.1.1. ALL TREES AND SHRUB BEDS SHALL BE MULCHED USING 3-4" OF PREMIUM SHREDDED HARDWOOD BARK MULCH (MULCH SHALL BE PLACED SO THAT IT DOES NOT TOUCH THE TRUNK OF THE PLANT). 14.1.2. ALL PERENNIAL AND GROUNDCOVER BEDS NOT ADJACENT TO BUILDING PAD SHALL BE MULCHED USING 2-3" OF PREMIUM SHREDDED HARDWOOD BARK MULCH. 15. TREES SHALL BE PLANTED SO THAT THE ROOT CROWN/FLARE IS SET 1-2" ABOVE FINISHED GRADE. DO NOT USE THE EXISTING TOP OF THE ROOT BALL AS AN INDICATION OF THE LOCATION OF THE ROOT BALL 16. CONTRACTOR SHALL REPAIR ALL DAMAGE TO PROPERTY WHICH RESULTS FROM THE PLANTING AND LANDSCAPE INSTALLATION AT NO COST TO THE OWNER. 17. APPLY A PRE --EMERGENT HERBICIDE TO ALL PLANTING AREAS, THAT WILL EFFECTIVELY CONTROL BROADLEAF AND GRASSY WEEDS, IMMEDIATELY AFTER PLANTING AND PRIOR TO INSTALLATION OF MULCH. 18. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPE AND IRRIGATION PERMITS. 19. CONTRACTOR TO PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES. 20. ALL PLANTING BEDS AND LAWN AREAS TO BE SEPARATED BY STEEL EDGING. NO STEEL TO BE INSTALLED ADJACENT TO SIDEWALKS OR CURBS. 21. ALL LANDSCAPE AREAS TO BE 100% IRRIGATED WITH AN UNDERGROUND AUTOMATIC IRRIGATION SYSTEM AND SHALL INCLUDE RAIN AND FREEZE SENSORS. 22. ALL LAWN AREAS TO BE SODDED WITH SOLID KENTUCKY BLUEGRASS BLEND, UNLESS OTHERWISE NOTED ON THE DRAWINGS. LANDSCAPE LEGEND: LANDSCAPE REQUIREMENTS: REQUIRED: (PARKING LOT INTERIOR) 1 SHADE TREE AND 5 SHRUBS PER 9 PROVIDED PARKING SPACES 142 PARKING SPACES/9 = 16 TREES, 78 SHRUBS (BUFFER YARD "A") 3 SHADE TREES, 2 ORNAMENTAL TREES AND 9 SHRUBS PER 100 LF NORTH - 114 LF/100 = 3 SHADE TREES, 2 ORN. TREES, 9 SHRUBS SOUTH - 318 LF/100 = 9 SHADE TREES, 6 ORN. TREES, 27 SHRUBS WEST - 91 LF/100 = 3 SHADE TREES, 2 ORN. TREES, 9 SHRUBS (GREENBELT PLANTING) 3 SHADE TREES, 1 ORN. TREE, PER 100 LF OF GREENBELT EAST - 346 LF/100 = 10 SHADE TREES, 3 ORN. TREES (GREENBELT 6' PARKING LOT PERIMETER PLANTING) 2 SHADE TREES, 3 ORN. TREES, 30 SHRUBS PER 100 LF EAST - 190 LF/100 = 4 SHADE TREES, 6 ORN. TREES, 57 SHRUBS PROVIDED: (PARKING LOT INTERIOR) 16 SHADE TREES 78 SHRUBS (BUFFER YARD "A") NORTH - 3 SHADE TREES, 2 ORN. TREES, 34 SHRUBS SOUTH - 9 SHADE TREES, 6 ORN. TREES, 54 SHRUBS WEST - 3 SHADE TREES, 2 ORN. TREES, 17 SHRUBS (GREENBELT PLANTING) EAST - 10 SHADE TREES, 3 ORN. TREES (GREENBELT 6' PARKING LOT PERIMETER PLANTING) EAST - 1 SHADE TREE*, 9 ORN. TREES, 63 SHRUBS *Additional ornamental trees were substituted for shade trees as a result of the existing overhead utilities. LI SODDED KENTUCKY BLUEGRASS TURF BLEND COF1 Kimley-Horn 0 DECIDUOUS CANOPY VEGETATIVE SWALE PLANTING (TYP.) TREE (TYP.) SEE VEGETATIVE SWALE PLANT UST KHA PROJECT # 168113021 SHEET L1 .1 . SEED AT 30 LBS./ACRE \`````""pN1Hn1111111►Iglb�i'''i K ASi P T E's ', 9 ORNAMENTAL =_ 20600136 TRF (TYP. ) �NDIANP .O' s• EVERGREEN at TREE (TYP. ) LANDSCAPE REQUIREMENTS: REQUIRED: (PARKING LOT INTERIOR) 1 SHADE TREE AND 5 SHRUBS PER 9 PROVIDED PARKING SPACES 142 PARKING SPACES/9 = 16 TREES, 78 SHRUBS (BUFFER YARD "A") 3 SHADE TREES, 2 ORNAMENTAL TREES AND 9 SHRUBS PER 100 LF NORTH - 114 LF/100 = 3 SHADE TREES, 2 ORN. TREES, 9 SHRUBS SOUTH - 318 LF/100 = 9 SHADE TREES, 6 ORN. TREES, 27 SHRUBS WEST - 91 LF/100 = 3 SHADE TREES, 2 ORN. TREES, 9 SHRUBS (GREENBELT PLANTING) 3 SHADE TREES, 1 ORN. TREE, PER 100 LF OF GREENBELT EAST - 346 LF/100 = 10 SHADE TREES, 3 ORN. TREES (GREENBELT 6' PARKING LOT PERIMETER PLANTING) 2 SHADE TREES, 3 ORN. TREES, 30 SHRUBS PER 100 LF EAST - 190 LF/100 = 4 SHADE TREES, 6 ORN. TREES, 57 SHRUBS PROVIDED: (PARKING LOT INTERIOR) 16 SHADE TREES 78 SHRUBS (BUFFER YARD "A") NORTH - 3 SHADE TREES, 2 ORN. TREES, 34 SHRUBS SOUTH - 9 SHADE TREES, 6 ORN. TREES, 54 SHRUBS WEST - 3 SHADE TREES, 2 ORN. TREES, 17 SHRUBS (GREENBELT PLANTING) EAST - 10 SHADE TREES, 3 ORN. TREES (GREENBELT 6' PARKING LOT PERIMETER PLANTING) EAST - 1 SHADE TREE*, 9 ORN. TREES, 63 SHRUBS *Additional ornamental trees were substituted for shade trees as a result of the existing overhead utilities. LI COF1 Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 \`````""pN1Hn1111111►Iglb�i'''i K ASi P T E's ', 9 No. =_ 20600136 STATE OF �NDIANP .O' s• i EA �� / / / �0� n � r t u u uu � i 09 09- 4-1 at •WZ Q • I- W Q J I Issue Date: 5/21/12 REVISION INFORMATION 3 09-20-2012 BUILDING CHANGES Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING LANDSCAPE PLAN L1.1 N N v o E RETA�� PARKWA C I x N E — B i Y 1• B _ � O 1• 11/4- + 1/4- + , • 5p IDG ,� 1 , /4• C + + + + + • + • + + + D + + + 3 + + e / + + + + + , ' / ', B U v 2222 35 V -. •� B GPM P9 -_ IS- N C 31.90 35 Q O GPM P9 B I I ■ _ L E _ SLEEVE � Y 1' 12 (TYP.) ... - D r T 9.95 35 '. - _...... G C GPM P9 O G G' K.H v J , / 0 1 1 1/4- MAINLINE , o_ / '� ,'i'/ o :B. SHOWN FOR __.... -CLARITY: TO BE ......_ ` / PLACED IN y LANDSCAPED LATERAL LINE v B AREA (TYP.) SHOWN FOR 17'3 P5 1• CLARITY. TO BE B 1 PLACED IN N LANDSCAPED • B AREA (TYP.) .p O I-- GP PS o + + + + + + + + + + + + • +< t 3 3 eoe , G L K r B 3 �Q , + B + n , ❑T + o v I �'' Oo APPROXIMATE O t -v '7BACKFLOW Pf + V1 SENSOR TO E s ++ B I Q O COORCINA-F B + OWNER. O + + + t, + + + + + + . + j + + 6r - v + + B + �W ++ � -j 9 a + 0 I #+ B s + GP I E B +M s P ++ --- -- o + 10 8 35 / 31.75 35 1n\\ \\ J GPM P9 / GPM P\\9 oISr , , X", v ' 1 1/4- _ 1 1/4- 1 CL a cl B B 8 a B e c U) B• v U s 3 I o` i a� U C c v O a a U U a a� s `o _T C 0 0) C C U •L U) E 2 U) 0 0 .0 a� L U) p OL C .21c v +N+ a 0 U C O U s t �3 L 0 Is 0 Q) E U O LEGEND W N R� E 0 30' 60' GRAPHIC SCALE 30' LATERAL LINE WITH SIZE DESIGNATION X. MAIN LINE WITH SIZE DESIGNATION SLEEVING �;_E ZONE DESIGNATION VALVE SIZE DESIGN PRESSURE – POUNDS PER SQUARE INCH — DESIGN DEMAND – GALLONS PER MINUTE Kz""zX., ��AREA TO RECEIVE DRIP IRRIGATION SYSTEM GENERAL IRRIGATION NOTES A. IRRIGATION CONTRACTOR SHALL TEST EXISTING STATIC PRESSURE ON SITE PRIOR TO CONSTRUCTION. SHOULD EXISTING SITE PRESSURE BE BELOW 50# STATIC, CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION. B. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR INSTALLING MANUAL DRAIN VALVES AT LOWEST POSSIBLE ELEVATION ON IRRIGATION MAIN SO AS TO PROVIDE POSITIVE DRAINAGE OF IRRIGATION MAIN DURING WINTER MONTHS, OR PROVIDE BLOWOUT ASSEMBLY, INSTALLATION SHALL BE PER DETAIL 62C. C. ALL LATERAL LINES SHALL BE EQUIPPED WITH AUTOMATIC DRAIN VALVES AT LOW POINTS PER DETAIL 64D. D. CONTRACTOR SHALL COORDINATE CONTROLLER LOCATION WITH GENERAL CONTRACTOR. 110 VOLT ELECTRICAL SERVICE FOR IRRIGATION CONTROLLER IS TO BE INSTALLED IN THE STORAGE ROOM BY GENERAL CONTRACTOR. E. CONTRACTOR SHALL COORDINATE CONSTRUCTION OF IRRIGATION SYSTEM WITH GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. F. LOCATION FOR THIS UTILITY AS SHOWN IS FOR DRAWING PURPOSES ONLY. CONTRACTOR SHALL VERIFY THE EXACT LOCATION IN FIELD PRIOR TO THE CONSTRUCTION OF THE PROPOSED UTILITY LINE TO BE CONNECTED. CONTRACTOR SHALL NOTIFY THE ENGINEER IF THE DESIGN AS SHOWN IS NOT ACHIEVABLE. G. ALL R.C.V. CONTROLLER WIRES ARE TO BE IN CONDUIT WHILE UNDER PAVING. CONDUIT TO BE INSTALLED BY GENERAL CONTRACTOR. ROUTING OF R.C.V. WIRES TO CONTROL VALVES SHALL BE BY THE IRRIGATION CONTRACTOR. H. ALL BELOW GRADE LOW VOLTAGE WIRING CONNECTIONS SHALL BE INSTALLED PER IRRIGATION NOTE 61A. I. DO NOT INSTALL IRRIGATION AT MONUMENT SIGN LOCATION UNTIL SIGN HAS BEEN INSTALLED. J. ALL LATERAL LINES NOT LABELED SHALL BE 3/4" DIAMETER. K. MINIMUM COVER FROM TOP OF PIPING TO FINISHED GRADE SHALL BE AS DESCRIBED IN THE LANDSCAPE IRRIGATION SECTION OF THE SITE WORK SPECIFICATIONS. L. IRRIGATION TO BE AS MANUFACTURED BY TORO, ZONED TYPE SYSTEM. INSTALL CONTROLS INSIDE UTILITY ROOM. PROVIDE 4" DIA. SWEEP PVC SLEEVE THROUGH CONCRETE FLOOR AREA FOR ACCESS FROM EXTERIOR TO INTERIOR OF UTILITY ROOM. M. ALL UNDERGROUND SLEEVES SHALL BE SCHEDULE 40 PVC AND SHALL BE TWICE THE DIAMETER OF ANY LINE IT HOUSES. N. CONTRACTOR SHALL LOCATE ALL PROPERTY AND RIGHT OF WAY LINES BEFORE CONSTRUCTION BEGINS. THESE IRRIGATION PLANS ARE SCHEMATIC AND MAY BE EXAGGERATED. CONTRACTOR SHALL KEEP WITHIN ALL PROPERTY AND RIGHT OF WAY LINES DURING CONSTF;UCTION. CONTRACTOR SHALL ADJUST ALL SPRAY HEADS SO AS NOT TO SPRAY ONTO IMPERVIOUS SURFACES. 0. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITIES DEPTHS AND COORDINATE IRRIGATION CONSTRUCTION WITH ALL EXISTING AND PROPOSED UTILITIES. O IRRIGATION NOTES CONDUIT FOR R.C.V. WIRES BY GENERAL CONTRACTOR, ROUTING TO CONTROL VALVES BY IRRIGATION CONTRACTOR ® 1" IRRIGATION METER WITH 1 1/2" REDUCED PRESSURE ZONE BACKFLOW PREVENTER O TYPE K COPPER SERVICE BY GENERAL CONTRACTOR MASTER CONTROL VALVE (TORO 220) NOTE: IRRIGATION CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR FOR EXACT LOCATION OF CONTROLLER, METER, BACKFLOW AND RAIN SENSOR IRRIGATION DETAILS • POP–UP IRRIGATION HEAD (SEE NOZZLE LIST THIS SHEET) ® CONTROLLER AND VALVES (Toro TMC-424E–OD-8H) Cd RAIN SENSOR (IRRITROL CLIMATE LOGIC SENSOR CL – WIRELESS) Q0 ELECTRIC VALVE AND BOX (TORO 220) WIRE CONNECTION (NOT SHOWN ON PLANS) N REDUCED PRESSURE BACKFLOW PREVENTER (1 1/2" PER LOCAL CODES) MANUAL DRAIN VALVE (NOT SHOWN ON PLANS) AUTOMATIC DRAIN VALVE (NOT SHOWN ON PLAN) SPRINKLER NOZZLE LIST KEY QTY. DESCRIPTION A 7 TORO 0–T -570Z -6P COM 15F B 112 TORO 0–T -570Z -6P COM 15H C 12 TORO 0–T -570Z -6P COM 15Q 0 G 16 TORO 0–T -570Z -6P COM 10H H 5 TORO 0–T -570Z -6P COM 10Q I PLAN REVISED PER CITY COMMENTS 9 TORO 0–T -570Z -6P COM 8H J AND NEW BUILDING FOOTPRINT 5 TORO 0–T -570Z -6P COM 8Q K 17 TORO 0–T -570Z -6P COM 5H L 12 TORO 0–T -570Z -6P COM 5Q Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 � •�G�S T E . 9 - No 20600136 STATE OF i at e: - 4-1 . Z Q Q • F— mo w�// Ldp _Q J F— Issue Date: 5/21/12 REVISION INFORMATION 1 06-29-2012 PLAN REVIEW COMMENTS 2 08-17-2012 PLAN REVIEW COMMENTS 3 09-20-2012 BUILDING CHANGES Restaurant #*. 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING IRRIGATION PLAN L2.1 N y --x N N N 0 I-0 TO N ED N N Q N N J I` J I Ln 0 Q U C N N / Z _I N E U �I E L a 0 _I N 00 i W J I Z 0 / Y a� E 0 C 0, c D L C C6 N v U O U) O Q U E O 2 T O 00 E Y O v 7 O 3LL N ILL v L 53 U c a v_ U O m N a O E O 2 I v Y T C O O PROTECTED BY COPYRIGHT -0322!06 WWW.CADdetallS.Com PROTECTED BY CCPYRIGHT-J3'22V6 www.CADdetails.com PROTECTED BY COPYRIGHT -03/22/06 www.CADdetails.com PROTECTED BV COPYRIGHT -03/22/06 WWW.CADdetaIIS.COm PROTECT EC BY COPYRIGHT -0322106 www.CADdetails.com v a v a C: v 0 0 N 0 c O 3 N 7 U O V) s C O N U c O U a 0 0 c v O 11N 7 N Q v CL a 3 U 3 0 c U a C v O PROTECTED BY COPYRIGHT -03122/06 www.CADdetails.com PROTECTED BY COPYRIGHT -0322'06 www.CADdetails.com PROTECTED BY COPYRIGHT o3'22/06 www.CADdetails.com PROTECTED BY COPYRIGHT -03/22106 www.CADdetails.com PROTECTED BY COPYRIGHT -03/22/06 www.CADdetails.com v o_ U U O a v L 0 T C 0 U C .O C N U N rn O c N c c v C L U N O a C .N O O U O v) a U C 0 U L 3 N L N o, 0 C N E ° PROTECTED BY COPYRIGHT -0327A16 WWW, CADdetallS.00m PROTECTED BYCOPYRIGHT 83'22116 www.CADdetails.com PROTECTED BY COPYRIGHT -03127/06 www,CADdetails.com ° L H 16c2mmll 5 138v TORO -IRRIGATION DIVISION 5825 JASMINE STREET 00 TORO -IRRIGATION DIVISION 5825 JASMINE STREET TORO -IRRIGATION DIVISION 5825 JASMINE STREET TORO -IRRIGATION DIVISION 5825 JASMINE STREET TORO -IRRIGATION DIVISION 5825 JASMINE STREET TORO -IRRIGATION DIVISION 5825 JASMINE STREET TORO -IRRIGATION DIVISION TORO -IRRIGATION DIVISION 5825 JASMINE STREET RIVERSIDE, CA 92504 TORO -IRRIGATION DIVISION 5825 JASMINE STREET � RIVERSIDE. CA 92504 RIVERSIDE, CA 92504 � RIVERSIDE, CA 92504 RIVERSIDE, CA 92504 RIVERSIDE, CA 92504 TOLL FREE: 1-877-345-8676 RIVERSIDE, CA 92504 RIVERSIDE, CA 92504 RIVERSIDE, CA 92504 RIVERSIDE, CA 92504 TOLL FREE: 1-877-345-8676 TOLL FREE: 1-877-345-8676 TOLL FREE: 1-877-345-8676 TOLL FREE: 1-877-345-8676 PHONE: (951) 785-3152 TOLL FREE: 1-877-345-8676 TOLL FREE: 1-877-345-8676 TOLL FREE: 1-877-345-8676 PHONE: (951) 785-3152 PHONE: (951) 785-3152 PHONE: (951) 785-3152 PHONE: (951) 785-3152 FAX: (951) 359-1870 PHONE: (951) 785-3152 FAX: (951) 359-1870 PHONE: (951) 785-3152 FAX: (951) 359-1870 PHONE: (951) 785-3152 FAX: (951) 359-1870 FAX: (951) 359-1870 LEGEND www.toro.com FAX: (951) 359-1870 ww'w.toro com FAX: (951) 359-1870 www.toro.com FAX: (951) 359-1870 www.toro.com FAX: (951) 359-1870 LEGEND www.toro.com www.toro.com LEGEND www.toro.com www.toro.com LEGEND www.toro.com LEGEND www.toro.com ?. FINISH GRACE 6. V': rEE rSxtixT? WITH L2" FIT CUTLE' TORO GL20Cd:� AUTOMATIC 5. 'J.,SH VALbE(FCH-H-FiPT) AIR'VAGU'lIM REGE- LATERAL. ,TQHO BLUE STRIPE FV LEGEND 1 2. DEPT; OF TUBING?_; i 2. TORO DL'20CKIDRIPLINE USE ONE FLUSH VALVE FOR EVERY? GPM PER ZONE PL:;MBED TO FLUSH POLY Tl,BING�EHD16a5-XXX) PU.JP✓IBE TO FLISH 1. TORO TMC OUTDOOR CONTROLLER 'SPECIr'ICATiONS (SEE TORO 1. MPR PLUS NOZZLE ATE RAL /RGP-XXX-XX) i ? FIEP NP U�SGI�. ACK L- PER 1. PVC LATERAL LINE FROM 9. TORC JL2000 AIRNACUUM CENTERED ON MOUND CH BERM. MAN.'FOL_,Al, LOW PUNT .,. AREA PE9iMETER - FV PUBLICATION 4ALT1111 7. T090 LOC -EZEX 112' MTP MODEL N0. TMC -424 -OD 2. NATIVE SOIL BACKFILL PER (SIZE PER PLAN) 2. TORO DL2000 ALINE CHS_ ^,K DRIP ZONE KIT. RELIEF VALVE (Y^ -SOC -34) '-- 3. TORO DL2000 FLUSH VALVE o. BRICK SUPPORTS (2 ADAPTER FAM16) SPECIFICATIONS IRO LOC- Z� TFE ;:�T-: ?"oj 2 PVA FLUSH MAN!FC LD - PLUMBED TO TUBING AT HIGH 3. DFP.N OF PVC SUPPLY 3 DEPTH 0 "VC SL'P_v F OF TUBING PER 9. SEE IRRIGATION LEGEND FOR 4. PVC SCH 40 REDUCING 9. 2APPROVED BACKFILL2PVC iRGP-XXX-XX). SUPPLY MANIFOLDPOINTVALVE MAY. �-9 . - - •xSxS TORO g��'.,;F F.R PE POLY SPL, -,'F: -A-- CNS (SEE TORO TORO GLOBE!ANGLE REMOTE CONTROL VALVE WLTH FLOW CONTROL P220 26XX FEE SPECS FINISHED GRADECURE BOX&COVER CONTROL TUBING WITH 12"MINMODELN:, NUMBER OF STATIONS TO WALL WITH 4 TORO DL2000 OPERATION 3TOR0570Z-6P-XX SPRINKLER PIPE SPECIFICAT'ONS. FPT OUTLEF I I S- � �A"ONS -VC 5_. rV;, Pn..,._ tixSxS 3PVC TEE (SzSxS)10TORO DL2000 DRIPLINE LATERAL IRGP-XXXXX)COILAND AV MANIFOLD TO -ELBOW CCNNEC i ICN (TYP). STRIP POLY TUBING EHC1645XXXI A. EACH 'r�:GH I I I 3 ?VC FL'JSR MANI=OLD 1r TORO C�71r a' WATERPROOFSELAPPROPRIATE FASTENERS4LATERAL 4 TORO I_CGEZE:'V :.0?Pf �VIANIFO','T - xS:Z:.\Fti - ORC.Oi;-ZEXMF! :a SUPPLY'INE 4PVC EL(SxS)5LATERAL ONE PER ZONE AND LOCATED AT FLUSH END OF `RG MANE r{! - WIRES WITH ?2 MIN / 2 SPLICE CONNECTORSCONTPOL 2 t'2" CONDUIT FOR ELECTRICAL5TOROLCAEZE wlr:'� TEE11 T PV- LAR:RAL LINE FROM FONT. TORC DL2000 AUTOMATICWIRE ELL ;FEE16) FLUSH VALVE (FCH-H-FIPT) a T• DL2' '.. BOX&COVERPVC - SERVICE COIL ANC WATERPROOFPOWER MALE6MANUFACTUREDWIRE PER LOCAL AND NATIONALPLUMBED CHIP ZONE KIT. 1a PFR MFr RLA FRA_S 2"-C MANIFOLD TO ELBOW %ONNEC ON TO TUBING AT LOWVALVE 3 -.ATFRA nGP-XXX SPLICE CONNECTORSgOgpTERp�ELECTRICALCODES 5. 2"-3" ABOVE FINISH GRADE. ., PV SUPPLY MrANIFO{D 4 ROY' EDGE JOINT 2 4 6IGRO LOC-EZE TEE (FTT16)POINT.SWING 6. DEPTH OF TUBING PER 3314"FELD OUTPUT WIRES7TORO ' SPECIFICATIONS (SEE TORO BLUE STRIPE POLY 12TORO DL2'J000PERATION 4 FINISHED GRADE I AREA PERIMETER. 3 PVC ELBOW ' TUBING (EHD1645-XXX)AT INDICATOR (DL -MP9) H 1 2C J1. C F.'ATICN IN LICA u9 (DI MP9).-� OPTIONAL. . AN'FLr A PI :H r, N- 'uM1 . � SECURE TO WALL WI TH LATE ALiRGP-XXX-XXL SUPPLY AND FLUSH END OF OPTIONAL 2 PVC MAIN! INE PVC LATERAL LINE APPROPRIATE PIPE CLAMPS : 3 NOTE'. EACH ISLAND. AV LENGTH AS REQUIRED SEE SPECS FOR DEPTH 4 VOTE. Ij � q 1u M1 12 INSTALL SPRINKLER P 13 ISLAND PERIMETER I � THEToAu LENGTH of ALLATELICONNECTELILGil INE 9 VALVE BOX EXTENSION ^ ti?" CONDUIT FOR SENSOR WIRES AT FINISHED GRADE 9 TORO LOC-EZE TEE X 112" F�ALNOT EXCEED THE= u�AX ML TORNUTLS _ SUBSURFACE IRRIGAl10N DESIGN PVC ELBOW CONTINUOUS BRICK SUPPORT SECURE TO WALL WITH � r� � � ✓� iii 3 �ALT11� SLIP ADAPTER (FTV16 14. PERIMETER LATERALS 2"TO ) 4" FROM EDGE -V PVC MAIN LINE LENGTH AS REO UIRED � ® 1 r CONTINUOUS BRICK SUPPORTS PVC MA N LINE Lc RAVE _ � AS RE LIRED � PVC LATERALLINE SEE SPECS. FOR DEPTH APPROPRIATE PIPE CLAMPS 5. 1/2" CONDUIT REMOTE RECEIVER WIRES o 0 FV TEE OR PVC MALE ADAPTER(TVP) GRAVELII CLi FT' \ TOROGLOBE REMOTE CONTROL VALVE o ° SECTION/ELEVATION (6 I ISOMETRIC PVC ELBOW (TYP_) PVC TEE OR E'-3� j7YP WITH FLOW CONTROL 6. FIN ISN ED GRACE o SECTION/ELEVATION SECTION/ELEVATION SECTIONIELEVATION MODEL NO 220-26-04,220-26-05, \': I TO SCALE PVC MAIN LINE iTYP.I SEE SPECS. FOR DEPTH NOTES 220-26-06 OR 220 -26 -OB (SEE SPECS.) NOTES'. _ 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS NOTE 14 I AV 12 N, ': 1. 1 INSTALLATION TO BE COMPLETED IN ACCORDANCE ,.,., .,,� r, �, ,F ., ,, _, r � -AL.. -,n ,.., -.._ .- ,.. ,.- SL),' ,.,,_., -..... ,, ;NS��'..,,4 T.; 4_��J�_ NP „-.a-rL:A�\„�VJ ,,�: ,,A��,.J,\. - � ., ., ,, �. �. ,: .� r ,. N.. AIA: \.". �, _.�_� 6 _ NS1AL�4 JN OEE ,. I'.. T �'VP_LTED.:N - � A:'CF,�CA�\.,E VJi Fq,,, �r., MAIN l P- F.- �.I H._Rtia 1, ,,A,.CNS THE TOTAL LENGTH OF ALL uVTERCONNECTED DRIPLINE 2. DO NOT SCALE DRAWINGS. SECTION/ELEVATION 2 �„ \c SCA_`_ -+APJ \r SECTION, ELEVATION v -_ SAI E t s Nl, EArE JFir,WIN"S Y J 7` \�. SCA, ' F HAW'�NGS _ SHALL NOT "EXCEED THE MAXIMUM RUN LENGTH SEE TORO SUBSURFACE IRRIGnrIONDESIGN GUIDE (FORM 13 .. _ __ ._. . _. .. _.. .... ,_. � � ,.. ,. -..,_ -, .,r -„ ,-, �, i.� , �. .,. :..., ,. -0Ra N., r•,v A\.. N.,�HMA we^,r.,ALna.als,,....�.. NOT TO SCALE . � ',-N __,-, - ,., -,._- , � , � .. .,� -�s.� �,{S\�,._ .-. ��..- .:_ ., ,,. _,� ..- .. �.. � ^ , .., �. , .,. A\�_.�Jb. AV. NFL {6,P „�N l�lw�.v:+, .,A_ce[. !, _. r T ). N r,,,R-RGDU,.� RA�,.0 RS GTE r � ,.. ,fir ANS. ., .,4�r'ANl.NF,,n�„+ OI\Jh�.' ,. .,r.t wa.w .A,,.le,a�s •,cun. , -,F "„ r FOr+ `iC A�'v ,.,M. A\ ti ,iMA.'...NVS,. �N A,.: sS NC w„nvr,r,... dALT111). � _a REF -N ENCE NCMBrR 'S5 -188e REFERENCE NUMBER 065-188g ECrDESRECOP-.C,A _ - Rr ER ENCEN IP4 E3FR 065-188, DL2000® DL2000 ® DL2000 ® 1G 11 FV DL2000 ® ,,__,,(( I,pSELECTDESIREDOPTION e MANIFOLD CENTER FEED SUB -MAN FC.� CEA' -ER EEE� MANIFOLD -TEE CONNECT ON CENTER -FEED LAYOUT 811'2" 1 ' 2 2 065-188a 1065- 88c FRONT RIGHT -SIDE 065-188 065-188 SECTION/ELEVATION SECTION/ELEVATION SECTION/ELEVATION PLAN NOT TC SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOTES 1. INSTALLATION TO BE COMP FLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. NOTES'. 1 INSTALLATION TC BE COMPL V ACO R,.AA{C� {FRS SPECIFICATIONS. NOIES 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. NOTES 1. !NSTALLATIGN r0 BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS NGTES'. 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTIiKERS SPECFICAT!CNS 2 DO NOT SCALE DRAWINGS. 3. SEF PLANS. LEGEND AND SFECIF;CATIONS FOR ADDITIONAL INSTALLA i ION NGTES. 2 DO NOT SCALE DRAWINGS rr F 2. DO NOT SCALE DRAWINGS. 2. DO NOT SCALE DRAWINGS. Y VISIT 1 2. DO NOT SCALE DRAWINGS. 3 CONTRACTORS NOTE FOR PRODUCT AND COMPANY INFORMATION VISIT www CACdetatlsmmnnfo 4. CONTRACTORS NOTE FOR PRODUCT - AND COMPANY INFORMA TION VISIT www CADdetails cnmanfo 3 CGNTRACTORS NO. _ :ORP _.,:, A\ ^\ V'�,SR www �.,ADtlefads com/into 3. CONTRACTORS NOTE FOR PRI CT AND COMPANY INFORMATION VISIT www.CADdetails.wm,info 3. CONTRACTORS NOTE. FOR PRODUCT AND COMPANY INFORMATION www.CADdetals com/info REFERENCE NUMBER 065-044. REFERENCE NUMBER 065-1a8 REFERENCE NUMBER 065-252 REFERENCE NUMBER 065-013a. REFERENCE NUMBER 065-186m. VALVES: P-220 SERIES VALVES: 220 SERIES TMC -424 SERIES 5702 PRX SERIES DL20000 1"& 1-172" PLASTIC VALVE ELECTRIC '-11a" 2" & T BRASS VA VE _ _ EXTERIOR WALL MOUNT CONTROLLER (PLASTIC) 61NCH POP-UP, XX SPRINKLER (SWING JOINT) ISLAND LAYOUT A 065-044 065-048 065-252 065-013a 065-188m C C6 N v U O U) O Q U E O 2 T O 00 E Y O v 7 O 3LL N ILL v L 53 U c a v_ U O m N a O E O 2 I v Y T C O O PROTECTED BY COPYRIGHT -0322!06 WWW.CADdetallS.Com PROTECTED BY CCPYRIGHT-J3'22V6 www.CADdetails.com PROTECTED BY COPYRIGHT -03/22/06 www.CADdetails.com PROTECTED BV COPYRIGHT -03/22/06 WWW.CADdetaIIS.COm PROTECT EC BY COPYRIGHT -0322106 www.CADdetails.com v a v a C: v 0 0 N 0 c O 3 N 7 U O V) s C O N U c O U a 0 0 c v O 11N 7 N Q v CL a 3 U 3 0 c U a C v O PROTECTED BY COPYRIGHT -03122/06 www.CADdetails.com PROTECTED BY COPYRIGHT -0322'06 www.CADdetails.com PROTECTED BY COPYRIGHT o3'22/06 www.CADdetails.com PROTECTED BY COPYRIGHT -03/22106 www.CADdetails.com PROTECTED BY COPYRIGHT -03/22/06 www.CADdetails.com v o_ U U O a v L 0 T C 0 U C .O C N U N rn O c N c c v C L U N O a C .N O O U O v) a U C 0 U L 3 N L N o, 0 C N E ° PROTECTED BY COPYRIGHT -0327A16 WWW, CADdetallS.00m PROTECTED BYCOPYRIGHT 83'22116 www.CADdetails.com PROTECTED BY COPYRIGHT -03127/06 www,CADdetails.com ° L H 16c2mmll 5 138v TORO -IRRIGATION DIVISION 5825 JASMINE STREET 00 TORO -IRRIGATION DIVISION 5825 JASMINE STREET TORO -IRRIGATION DIVISION TORO -IRRIGATION DIVISION 5825 JASMINE STREET TORO -IRRIGATION DIVISION TORO -IRRIGATION DIVISION 5825 JASMINE STREET TORO -IRRIGATION DIVISION TORO -IRRIGATION DIVISION 5825 JASMINE STREET RIVERSIDE, CA 92504 RIVERSIDE, CA 92504 � RIVERSIDE. CA 92504 � RIVERSIDE, CA 92504 RIVERSIDE, CA 92504 TOLL FREE: 1-877-345-8676 TOLL FREE: 1-877-345-8676 RIVERSIDE, CA 92504 TOLL FREE: 1-877-345-8676 RIVERSIDE, CA 92504 TOLL FREE: 1-877-345-8676 TOLL FREE: 1-877-345-8676 PHONE: (951) 785-3152 PHONE: (951) 785-3152 PHONE: (951) 785-3152 TOLL FREE: 1-877-345-8676 PHONE: (951) 785-3152 PHONE: (951) 785-3152 PHONE: (951) 785-3152 FAX: (951) 359-1870 FAX: (951) 359-1870 FAX: (951) 359-1870 FAX: (951) 359-1870 FAX: (951) 359-1870 FAX: (951) 359-1870 www.toro.com LEGEND www.toro.com LEGEND ww'w.toro com LEGEND www.toro.com LEGEND www.toro.com www.toro.com LEGEND www.toro.com LEGEND LEGEND LEGEND 1. FINISH GRACE 6. TORO 3LL'E STRIPE POLY TOEING jEHDt645-XXX) 1 FINISH GRADE c ,VC ­I PxSxS ?. FINISH GRACE 6. V': rEE rSxtixT? WITH L2" FIT CUTLE' TORO GL20Cd:� AUTOMATIC 5. 'J.,SH VALbE(FCH-H-FiPT) AIR'VAGU'lIM REGE- LATERAL. ,TQHO BLUE STRIPE FV t TORO D 201q AUTOMATIC 7 TORO DL2J00 DRIPLINE FLUSH VALVE, FC?i-H-FIPT) LATE RA�;RGP XXX -XX! . 2. DEPT/. OF TUBING PER LENGTH AS NECESSARY 2. DEPT; OF TUBING?_; i 2. TORO DL'20CKIDRIPLINE USE ONE FLUSH VALVE FOR EVERY? GPM PER ZONE PL:;MBED TO FLUSH POLY Tl,BING�EHD16a5-XXX) PU.JP✓IBE TO FLISH 'SPECIr'ICATiONS (SEE TORO - a C.F CA ONS SFE `ORO _A -.RA `(XX -XX ATE RAL /RGP-XXX-XX) i ? FIEP NP U�SGI�. ACK L- PER MAN,FCLD AT LOW POINT CENTERED ON MOUND CH BERM. MAN.'FOL_,Al, LOW PUNT .,. AREA PE9iMETER - FV PUBLICATION 4ALT1111 7. T090 LOC -EZEX 112' MTP cB,ICAT ON -AL" i. 2. NATIVE SOIL BACKFILL PER S L"..I GICATON_. - 2. TORO DL2000 ALINE CHS_ ^,K � rrl ib DL201h1 OPERATION "`/C LATERA[ LAE FROM 3. TORO DL2000 FLUSH VALVE o. BRICK SUPPORTS (2 ADAPTER FAM16) SPECIFICATIONS IRO LOC- Z� TFE ;:�T-: ?"oj 2 PVA FLUSH MAN!FC LD - COMMON BRICKS REQUIRED). 3. DFP.N OF PVC SUPPLY 3 DEPTH 0 "VC SL'P_v F OF TUBING PER 9. TORO GL20lXl AIR b"ACL41M 4. PVC SCH 40 REDUCING 9. N'r "'ATOR CL rsreg. DRI? ZONE K�°�- iRGP-XXX-XX). 'MANiFOLG PER � PV; TEF Sx5x11 W'H 'r2' 'I MAY. �-9 . - - •xSxS TORO g��'.,;F F.R PE POLY SPL, -,'F: -A-- CNS (SEE TORO ... -URO DL2000 RELIEF VALVE YD -500 -:i4) PJMRED -O TORO BLUE p CP.IONAL ;. PVC SUF rLY MANIFOLD 4 TORO DL2000 OPERATION SPECIFICAT'ONS. FPT OUTLEF I I S- � �A"ONS -VC 5_. rV;, Pn..,._ tixSxS JBING IErD1645-XXX) . - B'. iOATION dALP1tl. C -OF 'V,, MANIFOLD TO -ELBOW CCNNEC i ICN (TYP). STRIP POLY TUBING EHC1645XXXI A. EACH 'r�:GH I I I 3 ?VC FL'JSR MANI=OLD 1r TORO C�71r a' 1 � 4 TORO I_CGEZE:'V :.0?Pf �VIANIFO','T - xS:Z:.\Fti - ORC.Oi;-ZEXMF! :a SUPPLY'INE ONE PER ZONE AND LOCATED AT FLUSH END OF `RG MANE r{! - 1 / 2 >RG^J DT'�P ZON_ K77. AAFTER irAM6'1. F -i SPEC F^,A IONS T PV- LAR:RAL LINE FROM FONT. a T• DL2' '.. SPECIFICATIONS (SEE TORO - i , 'ORO r z -? DRrLIN.- IXX;. - ACAS H 'A" CHIP ZONE KIT. 1a PFR MFr RLA FRA_S 2"-C MANIFOLD TO ELBOW %ONNEC ON - - 3 -.ATFRA nGP-XXX 5. 2"-3" ABOVE FINISH GRADE. ., PV SUPPLY MrANIFO{D 4 ROY' EDGE '2 :090 _ 2vC0 Aln",'VAC_'UA4 2 4 6. DEPTH OF TUBING PER �5E' = VA -VE Y_ `.Z', %A? ' SPECIFICATIONS (SEE TORO 4 c C I AREA PERIMETER. 3 tuiB- ' ✓AA F) CNV 1 -IN 12. 7 'iR0 DL1010 CRIPLINE H 1 2C J1. C F.'ATICN IN LICA u9 (DI MP9).-� OPTIONAL. . AN'FLr A PI :H r, N- 'uM1 . E T LATE ALiRGP-XXX-XXL � 6 2 : 3 4UNT / 4 VOTE. Ij � NOTE R NNE,TEI ORL' LINE onA LN Xf ' HE AXIL MRUNLENCTri SCE OR(1¢ b�JRFA F R:'21GATION DE�aN GUDe.,FCRM sA.' 1u M1 12 t<6 7 � THEToAu LENGTH of ALLATELICONNECTELILGil INE 9 F�ALNOT EXCEED THE= u�AX ML TORNUTLS _ SUBSURFACE IRRIGAl10N DESIGN 1 RUN eN ' H SEE r'UICE (CORM /� `�'' / � r� � � ✓� iii 7 �ALT11� -V PLAN N r;: TC SCALE. i 8 9 SECTION/ELEVATION I ISOMETRIC ISOMETRIC NOT TO SCALE PLAN SECTION/ELEVATION SECTION/ELEVATION SECTIONIELEVATION NOT TO SCALE \': I TO SCALE NOTES'. NOTES NOTES'. _ 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. -r - N, ': 1. 1 INSTALLATION TO BE COMPLETED IN ACCORDANCE ,.,., .,,� r, �, ,F ., ,, _, r � -AL.. -,n ,.., -.._ .- ,.. ,.- SL),' ,.,,_., -..... ,, ;NS��'..,,4 T.; 4_��J�_ NP „-.a-rL:A�\„�VJ ,,�: ,,A��,.J,\. - � ., ., ,, �. �. ,: .� r ,. N.. AIA: \.". �, _.�_� 1 :-,_ :o � ,I._ it ;:¢ NA.,_,,s„A'V.,6J.. ,AN., A_T„'-,_,5 ,.,.,1 .�a.- _ NS1AL�4 JN OEE ,. I'.. T �'VP_LTED.:N - � A:'CF,�CA�\.,E VJi Fq,,, �r., MAIN l P- F.- �.I H._Rtia 1, ,,A,.CNS 1 c !.. A -AT,nN B��:J M'r,. VA-..,., 2. DO NOT SCALE DRAWINGS. _,d:AN.^A..,'„RE-w NOT SCALE DHAW':.N ,S 2 �„ \c SCA_`_ -+APJ \r NG .. CRAvJIN1;S t s Nl, EArE JFir,WIN"S 3. CONTRACTORS NOTE'. FOR PRODUCT AND COMPANY J 7` \�. SCA, ' F HAW'�NGS _ REFERENCE NUMBER 065-188t .. _ __ ._. . _. .. _.. .... ,_. � � ,.. ,. -..,_ -, .,r -„ ,-, �, i.� , �. .,. :..., ,. -0Ra N., r•,v A\.. N.,�HMA we^,r.,ALna.als,,....�.. ,._. _ _ ... .. � i H, •, ,. a\ ...\ \ \ /�. . .,.,,, ,.-.,, .,. ' � -- .. _ ,... .... ,\ A,... _\_HA.- . � ',-N __,-, - ,., -,._- , � , � .. .,� -�s.� �,{S\�,._ .-. ��..- .:_ ., ,,. _,� ..- .. �.. � ^ , .., �. , .,. A\�_.�Jb. AV. NFL {6,P „�N l�lw�.v:+, .,A_ce[. !, _. r T ). N r,,,R-RGDU,.� RA�,.0 RS GTE r � ,.. ,fir ANS. ., .,4�r'ANl.NF,,n�„+ OI\Jh�.' ,. .,r.t wa.w .A,,.le,a�s •,cun. , -,F "„ r FOr+ `iC A�'v ,.,M. A\ ti ,iMA.'...NVS,. �N A,.: sS NC w„nvr,r,... i ..,,. �NiRA.. . _.F,R .J., .,��M•.A'va ,NJ.o': TEF ER EN:,E NUMHEn •165-188a _a REF -N ENCE NCMBrR 'S5 -188e REFERENCE NUMBER 065-188g _ - Rr ER ENCEN IP4 E3FR 065-188, DL2000® DL2000 ® DL2000 ® DL2000 ® DL2000 MANIFOLD CENTER FEED SUB -MAN FC.� CEA' -ER EEE� MANIFOLD -TEE CONNECT ON CENTER -FEED LAYOUT ODD-0URVES LAYOUT 065-188a 1065- 88c 065 188e 065-188 065-188 REFERENCE NUMBER 065-1882 DL2000 ® DL2000 ® DL2000 FLUSH VALVE ON TUBING OPERATION �NDICA'OR IN-LINE CHECK VALVE Kimley-Horn and Associates, enc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 50606-1418 CA 00000696 KHA PROJECT # 168113021 THIS SHEET PROVIDED FOR REFERENCE ONLY. Issue Date: 5/21/12 REVISION INFORMATION 2 08-17-2012 PLAN REVIEW COMMENTS Restaurant #: 10G0074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING IRRIGATION DETAILS L2.2 TORO -IRRIGATION DIVISION TORO -IRRIGATION DIVISION TORO -IRRIGATION DIVISION � 5825 JASMINE STREET � 5825 JASMINE STREET � 5825 JASMINE STREET RIVERSIDE, CA 92504 RIVERSIDE, CA 92504 RIVERSIDE, CA 92504 TOLL FREE: 1-877-345-8676 TOLL FREE: 1-877-345-8676 TOLL FREE: 1-877-345-8676 PHONE: (951) 785-3152 PHONE: (951) 785-3152 PHONE: (951) 785-3152 FAX: (951) 359-1870 FAX: (951) 359-1870 FAX: (951) 359-1870 www.toro.com www.toro.com www.toro.com LEGEND LEGEND LEGEND NOTE' 1. 1"A80VE FINISH GRADE 7. 6" ROUND PLASTIC VALVE USE ONE FLUSH VALVE FOR EVERY? GPM PER ZONE 1. FINISH GRADE L FINISH GRADE. BOX .HEAL BRAND "FV" ON LOCATE AT LOW POINTS FLUSH RATE IS 0.8 GPM. FLUSH 2. FINISH GRADE. LID IN 1" HIGH CHARACTERS. PRESSURE IS 2 PSI. REFER TO TORO PUBLICATION 2. NATIVE SOIL BACKFILL PER 2. TORO DL2000 ALINE CHS_ ^,K 3. TORO DL2000 FLUSH VALVE o. BRICK SUPPORTS (2 kALT111 FOR SPECIFICATIONS. SPECIFICATIONS VALVE (JVO500-S2)_ (FCH-H-FI PT). COMMON BRICKS REQUIRED). � , 3. TORO DL2000 DRIP INE 5 3, TORO DL2000 COMPRESSION 4. PVC SCH 40 REDUCING 9. NATIVE SOIL PER iRGP-XXX-XX). ADAPTER (CA -710). NIPPLE. 314"-12"(izT). SPECIFICATIONS. 4 TORO DL2000 OPERATION q. TORO DL2000 DRIPLINE � 5. TORO LOC-EZEX1/2"PET 10. PEA GRAVEL SUMP (6"x18"). INDICATOR IDL -M P9j. USE (RGP-XXX-XX). TEE (FTF16). ONE PER ZONE AND LOCATED AT FLUSH END OF : 6 1 5. DEPTH OF TUBING PER 6. TORO DL2000 TUBING ZONE 2 SPECIFICATIONS (SEE TORO - (RGP-XX-XXX)OR TORO --- PUBLICATION 4ALT111). - - BLANK POLY TUBING 5. 2"-3" ABOVE FINISH GRADE. 3 : 2 (EHD1645-XXX). 6. DEPTH OF TUBING PER SPECIFICATIONS (SEE TORO 4 3 PUBLICATION dALT111) 4 2 : 3 4 6 7 i p 8 9 SECTION/ELEVATION NOT TO SCALE SECTION/ELEVATION SECTION/ELEVATION NOT TO SCALE \': I TO SCALE NOTES'. NOTES NOTES'. 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. t INSTALLATION TO BE GOMPLETEJ:N ACCORDANCE W-^4A\..�A`:RERS SPECIFICATIONS. 1 INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2 DO NOT SCALE DRAWINGS. 2 DO NO -SCALE 'IRAW:NGS 2. DO NOT SCALE DRAWINGS. 3. CONTRACTORSNOTE FOR PRODUCT AND COMPANY INFORMATION VISITwww.CADdetailscom/mf0 3. CONTRACTORS NOTE FOR nOJJC AVE DQM PAAY NFC;YA LA VISIT www.CADdetails.comfinfo 3. CONTRACTORS NOTE'. FOR PRODUCT AND COMPANY INFORMATION VISIT www CACdetailscomOnfo REFERENCE NUMBER 065-188t REFERENCE NUMBER Kimley-Horn and Associates, enc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 50606-1418 CA 00000696 KHA PROJECT # 168113021 THIS SHEET PROVIDED FOR REFERENCE ONLY. Issue Date: 5/21/12 REVISION INFORMATION 2 08-17-2012 PLAN REVIEW COMMENTS Restaurant #: 10G0074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING IRRIGATION DETAILS L2.2 Q) N Q) C >, Q) U) 0 >, 0 00 Ln N O N N C< Q Fn J U 3 U Q) C1 0 Fn J u7 Q Q Q U 1-1C: 0 .F Q) 0 N Z N E 0 U N C r7 03 Qc > LiC L Z C ►9 C 3 C S_ C =❑ Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 THIS SHEET PROVIDED FOR REFERENCE ONLY. NOTES PROVIDED IN LA PLANS SUPERSEDE SPECIFICATIONS SHOWN HERE. `W z Q • W Q I J Q 0 Issue Date: 5/21/12 REVISION INFORMATION ------------------- 2 08-17-2012 PLAN REVIEW COMMENTS Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING LANDSCAPE SPECIFICATIONS LS1 SECTION 02700 IRRIGATION SYSTEM Part 1.00 General 3.04 PRESSSURE TEST 2.09 GUYING AND STAKING MATERIAL Part 4.00 Delivery, Storage and Handling 5.05 FERTILIZING A. Each tree and shrub shall be fertilized by placing the manufacturer s A. Test all pressure lines under hydrostatic pressure of 100 lbs. per square inch and all non -pressure lines shall be tested under the existing static pressure A. Stakes for supporting trees shall be as detailed on the drawings. Wire for fastening trees to duckbill and turnbuckle shall be galvanized aircraft grade 4.01 PLANT MATERIAL recommended amount around the base of the ball before backfilling. 1.01 SCOPE OF WORK A. This Section shall govern the furnishing of all labor, materials and equipment for a complete operating system for lawn irrigation as specified herein and P P 9 and both be proven watertight. B. Pressure shall be sustained in the lines for not less than four hours. If guying cable as specified in the detail. Wires in contact with trees shall be encased in two-ply reinforced garden hose. Material for wrapping tree trunks A. The contractor shall exercise care in handling, loading and unloading, storage and transporting all plant material and allied materials to prevent damage. 5.06 STAKING, GUYING AND WRAPPING A. Staking or and wrapping of trees shall be done immediate) after the Y Y shown on the applicable drawings. leaks develop, the joints shall be replaced and the test repeated until the oP� ja P eP shall be burls hes crepe paper, or other acceptable material in strips 6 P• `rY P P P P P The contractor shall assume full responsibility for protection and safekeeping P y P P 9 of products stored on the job. guying 9 . 9 PP 9 are planted. Each plant shall stand plumb after staking or guying has been entire system is proven watertight. C. Perform tests prior to backfill. to 10 inches wide. B. The contractor shall dig and prepare B B and WB B plant material for completed. It shall be the Contractors responsibility to ensure that all trees 6 1.02 SUBMITTALS A. Material List: Submit list of all materials for irrigation system. 3.05 LOWERING OF HEADS 2.10 DRAINAGE GRAVEL A. Where indicated on the drawings, or where soil conditions deem it necessary, shipment in a manner that will not damage roots, branches, shape and future development after planting. are plumb and secure after planting. Staking of trees of a 10 foot height or leas shall be at the discretion of the Owner. All other trees shall be Ui B. Maintenance Items: Provide the following: 1. Two sets of sprinkler wrenches for adjusting, cleaning or disassembling A. All sprinklers installed in lawn areas unless otherwise noted shall be lowered the contractor shall install gravel subdrains beneath trees and/or planting C. Trees indicated on the plans as WB 8 and those where size, soil conditions and distance of transport to the site would warrant, shall be wireballed. staked. B. Immediately after planting, trees shall be staked and guyed for support. Q) 0 each type of sprinkler. 2. Two service manuals for all equipment installed. Manuals shall be loose to finish rade within ten da following notification b the owner. 9 Ys 9 Y B. At the time of lowering heads, completely check and adjust the entire areas to aid in soil drainage and percolation. The subdrain shall be 9 P constructed as detailed on the drawings, or as directed by the landscape Bottom wired baskets manufactured specifically for use in tree handling may "Duck -bill" earth anchors as indicated shall be placed at sides of each tree, leaf and show drawings or exploded views of equipment and catalog system and make any repairs that are necessary to complete this work. architect. Drainage gravel shall consist of washed, clean gravel 3/4 inch to be used. D. The contractor shall handle all plants so that roots and branches are and shall be driven into undisturbed ground to a depth deep enough to sufficiently secure the tree. Care shall be taken when driving anchors to Q numbers and current prices. 3. Operating instructions for all equipment installed. 3.06 ADJUST AND GEAN 2 inches in size. protected at all times from drying out, heating and from other Injury. All avoid damaging the tree roots. Except as otherwise indicated or directed, the The r_ ° 4. One set of quick coupling keys to operate the quick coupling valves. C. Project Record D•cuments: Correct daily to indicate changes from Contract A. Installations and Operations: Make such adjustments and repairs as requested as necessary for acceptance at no additional cost . to the owner. 2.11 SOIL SEPARATION MATS A. Soil separation mats, if indicated on the drawings, shall be Bidim (gray felt) planta shall be handled by the ball or container. E. Before moving plants from the nursery or storage area to the site; they the tree shall be fastened to each anchor as indicated on plans. wires shall be encased in hose at the tree to pre-rit direct contact with the Documents. as manufactured by Monsanto Co., 800 North Lindbergh Road, St. Louis, MO shall be thoroughly sprayed with a solution of antidesiccant. Antidesiccant shall be applied to all collected pines, oaks and myrtles. Two weeks after bark and shall be placed around the trunk in a single loop. Wires shall be tightened and kept taut by twisting the turnbuckle. A brightly colored M ;, 1. Horizontally at 90 degree angles, dimension the location of the following curb junctures, I i ht items from two permanent points of reference; i.e. ju g 3.07 COMPLETE AND ACCEPTANCE shall mean the compliance d A. Completion of work full and exact cam an an conformity P P Y 63166 or approved equal. Mats shall be installed as indicated on the drawings, and edges overlapped a minimum of 4 inches Care shall be taken manufacturer; the material shall be planting or as specified b the product man P 9 P Y P the The shall be applied w each u tees r length ah a secure) tied to a h approximately 12 in all b flogging guy 99 9 P PP Y 9 Y standards, building corners, survey hub points, or coordinates with a with provisions expressed or implied in the drawings and specifications. B. All work under this contract shall not be finally accepted until expiration of to prevent tearing or excessive crushing during the installation process. sprayed again with antidesiccant. antidesiccant using power spray to provide an adequate film over trunks, branches, stems, wire Immedtateiy above the tumbuckles. C. If planted while void of foliage, the trucks of all deciduous trees shall be E Y tolerance of 12 inch maximum. a. Sprinkler main lines routing. the guarantee period. C. The irrigation contractor shall demonstrate and full acquaint the owner q Part 3.00 Plant Material twigs and foliage. F. When transporting plants to and at the site, the contractor shall make wrapped spirally from bottom to top, and shall be securely tied with cord at to and bottom and at 2 foot intervals along the trunk. The wrapping shall P O ,, b. Connections to the existing water supply lines.Y c. Sprinkler control valves. and/or owner's r resentative with the entire system, rovin that all remote / representative Ys proving 3.01 QUALITY OF PLANT MATERIAL provisions to protect plants from wind damage by avoiding high-speed highways, transporting in enclosed or partially enclosed vehicles, or covering overlap and entire) cover the trunk from the round to the height of the P Y 9 9 second branches and shall be neat and snug. Overlap of wrapping material - 3 d. Gate valves. e. Electrical control wire path diagrammatically. p9 control valves are properly balanced, that all heads are properly adjusted for radius and arc of coverage, and that the system is workable, clean and Ys A. During inspection, as set forth hereinafter, all plant material will be judged, and rejections shall be based upon these standards. All plants shall comply the plants with burlap or other suitable material. Plants severely damaged shall be approximately 2 inches. Trees shall be inspected for injury to PP Y P Iu Y ° = 2. Vertical dimensions shall be given for mains when site conditions require efficient. This shall be a requirement for acceptance of the work. with federal and state law requiring inspection for plant diseases and by wind will be rejected. G. Any plant with signs of insects, their eggs or larvae or disease will be trunks, evidence of insect infestation and improper pruning before wrapping. o installation deeper than 24 inches. D. Contractor shall upon receipt for final payment, give owner a set on CD of as -built irrigation system with all valves, tees and heads indicated as infestations. Inspection certificates required by law shall be made available to the owner or owner's representative at his/her request. rejected and shall be removed from the project site. Je P le be 5.07 MULCHING 1.03 PRODUCT HANDLING installed. B. In determining the quality of plant material, the following elements will be H. Only the nursery stock intended for planting on a particular day shall delivered and stored on the site during the day unless otherwise acceptable A. Immediate) after planting erattons are completed, all tree and shrub Y P 9 oP saucers, and shrub and groundcover beds shall be covered with a 2 to 2 Kt 3 T, A. Exercise care in handling, loading, unloading and storing irrigation system materials to avoid damage. Store under cover. 9 3.08 GUARANTEE AND REPLACEMENT valued: 1. Root condition. to the owner. All plants shall be stored in one location as designated by the owner, from wind and kept moist. The roots of all plants that inch layer of shredded cypress bark. Limits of the mulch shall be as A. The irrigation contractor shall furnish warranties in writing certifying that the 2. Plant size (above ground). protected cannot be planted immediately in soil shall covered with mulch and other indicated on the drawings. 0 JZ N 1.04 PRODUCT CONDITIONS A. The Contractor shall make all temporary repairs as necessary to keep the quality and workmanship of all materials and installation furnished is in accordance with these specifications and in accordance with original 3. Insect and disease free condition. 4. General appearance (color, shape, pruning). from suitable material. No plants shall be taken from the temporary storage area for planting on the project until after the tree pita holed for the plants in 5.08 PRUNING A. Each tree and shrub shall be pruned in accordance with standard u irrigation system in operating condition. This exercise shall not affect the requirements to be performed under the Contract Documents. manufacturer's warranties. Irrigation contractor shall further see to the fulfillment of all manufacturer's warranties. Irrigation contractor shall warrant 9 A deficiency in one or more of these areas will be sufficient reason to reject Y t the section to be planted have been properly excavated and prepared ready horticultural practice to reserve the natural character of the plant and in P P P B. Coordinate work with that of other trades, all underground improvements, the 9 P the installation workmanship for period of one 1 year from date of p p () ye selectively or by lot. C. The landscape architect shall have the right, at an stage of the operations, P 9 y 9 P Tr receive the trees and shrubs. I. Trees moved b winch or crane shall be thoroughly protected from chain Y 9 Y P the manner harpits use in the landscape design. Pruning shall be done fitting P 9 ' 9 with clean, sharp tools and as indicated on the drawings. °' location and planting of specimen trees and all other planting. Location of all planting requiring excavations 24 inch in diameter and larger shall be P 9 q 9 9 completion or acceptance of the , or an accepted portion of the b P on y P P jo B. Should the irrigation contractor be notified that work or replacements are to reject any and all work and materials which, in his opinion, do not meet with the requirements of these specifications. Such rejected material shall marks, girdling or other bark slippage by means of burlap, wood battens or other acceptable method. B. Approximately one third of the growth of large deciduous trees those with 2 PP y 9 9 o verified with Owner prior to installation of main lines. warranteed under these conditions, he shall provide the required service be removed from the site and acceptable material substituted in its place. inch caliper or larger) mall be pruned by removal of superfluous branches. Main leaders of trees shall not be cut back. Branches shall be thinned out a 1.05 INSPECTION and/or replacements promptly within three (3) days. 3.02 SIZE AND MEASUREMENTS 4.02 NONPLANT MATERIAL and not merely cut back. Long side branches may be shortened. Shrubbery A. Verify dimensions and grades at job site. END OF SECTION A. Plants shall be measured when branches are in their normal position. A. Fertilizer shall be delivered to the site in original, unopened containers with extremely heavy tops shall have one fourth to one third of the weaker growth removed by thinning. Heights and spread dimensions specified refer to the main body of the plant bearing manufacturer's guaranteed chemical analysis, name, trade name, o Part 200 Products and not to extreme branch tip to tip. The measurements specified are the trademark and conformance to state law. In lieu of containers and provided 5.09 CLEANUP =j 2.01 MATERIALS SECTION 02800 LANDSCAPE minimum size acceptable and where pruning is required, these are measurements after pruning. When sizes are indicated as a range, the plant that it is to be applied at the time of delivery, fertilizer may be furnished in bulk and a certificate indicating the above information shall accompany each A. the course ro planting, excess and waste materials shall all and removed daily, lawns kept clear, and all reasonable v E A. Plastic pipe: Extruded from 100X Virgin Polyvinyl Chloride (PVC). P P 9 yw 1. Plastic pipe installed on pressure side of valves: (PVC) ASTM D1785, Part 1.00 General shall have the proper proportion as outlined in Department of Agriculture, Grades and Standards for Nurser Plants Part 1 and 11. Caliper of trees y P delivery.continuously B. Pesticide and herbicide materials shall be delivered to the site in the original, conDurtinuously promptly precautions taken to avoid damage to existing structures, plants and grass. After completion of the work, the entire site shall be cleared of excess soils, Y Schedule 40, or (PVC) ASTM D2241 Class 200. 1.01 SCOPE OF WORK shall be taken 36 inches above the ground level and shall be the determining unopened containers. Containers that do not have a legible label that waste material, debris and all objects that may hinder maintenance and '� - side of valves: PVC ASTM D2241 2. Plastic pipe installed on non pressure (PVC) Class 160. A. This section covers furnishing and installing all landscape plants and nonplant measurement for trees. B. Plants, which have been headed back to conform to the size specified, will identifies the Environmental Protection Agency registration number and the registered uses will be rejected. le affect the visual appearance of the site. PP r_ ° •o B. Plastic fittings: (PVC) ASTM D1785, Type 2, IPS, Schedule 40, NSF. materials covered by the drawings and these specifications. The work shall include materials, labor, equipment and services as described herein and not be acceptable. Plants larger than specified may be used if approved by the however, the of such shall not increase the contract manufacturer's 9 C. Storage of materials shall be in the area designated for use b the owner. 9 9 Y The Contractor shall clean all roads and walks of dirt film and soil clods. The Contractor shall also pressure clean and broom sweep all asphalt C. Solvent & Cleaner. As recommended by pipe manufacturer. indicated on the drawings. Also, the work shall include the maintenance of owner, use plants All materials shall be kept in dr storage and awe from contaminants. P Y 9 Y pavement prior to the final lift of asphalt to be laid. oD. Automatic Controller. Toro TMC 424, High Surge Expansion Modules all plants and planting areas until acceptance by the Owner, and the price. ° E. Weather Sensor. Irritrol Climate Logic Sensor CL -Wireless F. Remote Control Valves: Toro P220 Series Plastic Valves fulfillment of all guarantee provisions as herein specified. 3.03 LABEL Part 5.00 Installation 5.10 DISTURBED AREAS A. All areas outside of the limits of work that are disturbed by the Contractors E ° G. Sprinkler Heads: Sprays - Toro 57OZ-XP PRX; Rotors - Toro T5PCK H. Sprinkler Nozzles: Toro Precision Spray Nozzles 1.02 PLANTING LAYOUT A. Plant materials shall have durable, legible labels stating, in weather resistant ink, the correct botanical and common names and size as indicated in the 5.01 PREPARATION BEFORE PLANTING A. The contractor shall verify that all final grades have been established prior to construction activities shall be repaired and replanted to its original condition. 0 .6 1. Drip: Toro Drip In PC Brown Dripline; Toro Drip Zone Valve Kit J. Wire: Copper, UL approved direct burial wire. Minimum of 14 gauge or as A. Before beginning work, the contractor shall investigate and verify, in the field, the existence and location of all underground utilities and irrigation piping, Plant List. Each plant, or sufficient representative samples of each delivered shipment, shall have labels securely attached in a fashion that will not beginning planting operations. All unsatisfactory grading shall be reported to 9 9 P 9 P Y 9 9 P the owner, and the contractor shall not proceed with this work until the Part 6.00 Guarantees N o specified on the drawings. K. Remote Control Valve Boxes: Brooks #3 or Ametek VP -10. Box lids shall and take precautions to prevent their disturbance. It shall be the responsibility of the contractor to obtain all such information as it is made �P y interfere with normal plant growth. Plant materials which haw (or will have) a seasonal bloom shall be tagged with labels indicating the specific variety unsatisfactory conditions have been corrected. When conditions detrimental to are encountered, such as rubble, fill or adverse drainage 6.01 GUARANTEED PROVING PERIOD be marked 'R.C.V.'. available. Plans and specifications of related work may be obtained from the owner. of that species' botanical and common name. P plant growth conditions, the contractor shall notify the owner for directions. A. There shall be a guarantee period of 1 year for trees and specimen material and 1 year for shrubs. This guarantee period shall start at the final 0 � 1. Valve boxes for gate valves 3' and smaller. Ametek. 2. Gate valve boxes shall be marked Irrigation' or 'Water'. B. The contractor shall locate all general reference points, take precautions to prevent their disturbance, perform the layout work, be responsible for all 3.04 BALLED BURLAPPF�, WIRE BALLED BURLAPPED PLAN B. Should undesirable existing vegetation be present on the site at use time of site for planting installation, the contractor shall prepare the p 9 Y acceptance date. Contractor shall replace any and all plant material, which die during this guarantee proving period. Replacement of plants necessary _ L. Conduit for Control Wires (if shown on drawings): (PVC) ASTM D1785, linea, elevations and measurements of work executed under the contract, to A. All ball sizes shall be of a diameter and depth to encompass the fibrous and feeding root system necessary for full recovery of the plant after planting. chemicals, when used as recommended by the manufacturer, and/or means acceptable to the owner. Care shall be exercised to avoid during the guarantee period shall be the responsibility of the Contractor, 3 Schedule 40 in locations as indicated. M. Miscellaneous Materials: As hereinafter specified and as necessary to P Y exercise proper precaution verify figures on drawings before laying out P P P Y 9 9 yi 9 work and be responsible for an error resulting from failure to exercise such �P Y 9 All balls shall be firm, shall not be broken or cracked and shall be wrapped mechanical an misuse of chemicals, which would create detrimental residual conditions. Y except for possible replacements of plants resulting from removal, vandalism, acts of neglect on the part of others, or acts of God. All replacement o L complete this work and as shown on Drawings. precaution. The contractor shall make field measurements for his own work and be responsible for Its accuracy. and securely tied with heavy twine or wire. All trees shall be root pruned a minimum of S weeks before delivery. When the tree is root pruned, the tree Care must also be used not to alter final grades, which have been established or cause damage to previously established turf areas. material shall have the some guarantee time (1 year from installation of trees 1 for .3 C. Discrepancies between conditions existing on the site and conditions Indicated crown shall be selectively thinned to reduce the volume of the crown. This shall consist of thinning and shaping only. Care shall be taken to assure replacement for and specimen material and year shrubs. B. Planting maintenance shall include all necessary watering, cultivation, weeding, 0 Part 3.00 Execution on the drawings shall be called to the attention of the owner before or at the time plant locations are staked out. that the plant form will not be distorted and will remain typical of the 5.02 SITE PREARATiON A. If so called for by the owner, all plant locations and the areas of all planting in f plants which min and spraying. n wrapping and mulch straightening o ru 9 9 P l 9 P Yi i PP 9 9. lean or sag and which develop more than a normal amount of settlement E L, 3.01 EXCAVATION AND BACKFILLING General: D. In the event of a variation between the plant list and the actual number of shown on the plans, the plans shall control. species growth characteristics. B. Plants designated 8 B or WB B in the Plant List shall be adequately balled beds shall be staked out on the ground, for acceptance by the owner, before planting operations begin. The contractor shall stake the location of the such adjustments to include excavating around and leveling or raising the A. Trenching - 1. Dig trenches straight. planta with firm, natural balls of soil in sizes at least equal to those set forth in center of each tree and paint the outline of each shrub and groundcover ball when so directed and all other incidental work necessary for proper until t' completion and maintenance directed by the Owner substantial mp V) 2. Provide continuous support of the pipe by the bottom of trench. Lay pipe to even grade. Bottom of trench shall be free from rocks or other sharp 1.03 HORTICULTURAL STANDARDS A. Unless otherwise noted, plant material, including collected materials, shall be ANSI Z60.1-1986. Balis shall be firmly wrapped with jute burlap or equivalent cloth capable of rotting in the round. No balled plant shall be before during bed. The stakes shall be oriented in a vertical manner so that they can be viewed and read from one direction. The contractor shall give the owner e. written release. C. Transplanted material (if applicable) shall not be guaranteed, however, good 0 edge objects. 3. Trenching shall follow layout indicated. grade No. 1 or better as outlined under Grades and Standards for Nursery Plants, and shall also conform to American Standard for Nursery Stock, ANSI planted if the ball is cracked, mushroomed or broken either or the process of planting. Trees grown in grow bags shall not be acceptable. notice 24 hours prior to the completion staking described herein. B. The contractor shall verify the location of underground utilities, and irrigation horticultural practices should be used before, during and after the material is but be limited Q) Q 4. Minimum cover. Pressure Lines: 24 inches. (American National Standards Institute, Inc.) Z60.1-1996 as approved by the Synthetic strings, straps, and burlap material shall be properly removed from the root ball. Synthetic burlap is to be totally removed from the root ball. heads and valves, and provide markers or other suitable protection, where damage. transplanted. Good horticultural practices should include not to, all necessary watering, pruning and spraying, wrapping and mulching, C: Non -Pressure Lines: 12 inches. American Association of Nurserymen. necessar to prevent Y. P 9 fertilizing, moving, maintaining the same orientation and grade level from the ° 5. All lines shall have a 6' minimum clearance from each other and from lines of other crafts. Do not install lines directly over another line. B. All plant names shall conform to the names given in Standardized Plant Names, 1942 Edition, prepared by the American Joint Committee on 3.05 COLLECTED PLANTS 5.03 EVCAVATION OF PLANTING AREAS original location, and all other incidental work necessary for proper transplanting. a) 6. Maintain 1' minimum between lines which cross at angles of 45 degrees to Horticultural Nomenclature. Names of varieties not included therein shall A. All plant material (except Wax Myrtles and Sabal Palma) shall be nursery grown. Collected plants shall have been grown under climatic conditions A. No tree or shrub pit shall be dug or prepared until their location is acceptable to the owner. Reasonable care shall be exercised to have pits dug 0 a 50 degrees. care in ex trenching and working near existing utilities. 7. Exerciser g, g 9 9 conform generally with names accepted in the nursery trade. All plant materials shall be true to botanical, common and variety names. Botanical similar to those in the locality of the project. All collected plants shall meet the requirements as specified and shall meet all specified grades and and soil prepared prior to moving plants to respective locations for planting to ensure that they will not be unnecessarily exposed to drying elements or 6.02 FINAL INSPECTION AND ACCEPTANCE A. The Contractor shall notify the Owner in writing when the work has been E B. Backfilling: 1. Compact to dry density equal to adjacent undisturbed soils. name shall have precedence over common name. C. The landscape architect shall have the right, at any stage of the operations, standards, unless otherwise qualified in the Plant List or these specifications. Root balls shall be increased in size one third greater than nursery grown to physical damage. B. Circular its with vertical sides shall be excavated for all plants. The depth completed in accordance with this Contract and request an inspection. The Owner will make the inspection of the work and report findings as to 0 2. Conform to adjacent grades without dips, sunken areas, humps or other Irregularities. 9 to reject any and all work and materials which, in his opinion, do not meet with the requirements of these specifications. Such rejected material shall plants. P of all plant pits shall be enough to accommodate the ball or roots and the acceptability and completeness. An work remaining to be done shall be P Y P Y 9 subject to reinspection before final acceptance. The Contractor will be ° 3. Initial backfill on plastic lines shall be pulverized native soil no larger than be removed from the site and acceptable material substituted in its place. 3.06 CONTAINERIZED PLANTS soil in the bottom of the it. Diameter of its for trees shall be at prepared P P least 1 foot greater than the diameter of the ball. notified in writing by the Owner of the final acceptance of the work. �; 2' in diameter and free of foreign matter. 4. Restore grades and repair damage where settling occurs. 1.04 CERTIFICATES OF INSPECTION All plant material shall be inspected by the Department of Agriculture, as A. All container grown plants shall be well rooted and established in the container in which they are delivered to the site. The plants shall have been C. Plant beds and pits shall be tested for proper drainage by filling with water twice succession. Conditions permitting the retention of more than 6 inches 6.03 CONTRACTOR'S RESPONSIBILITY AFTER ACCEPTANCE 0� 0 C. RoutingA. of Piping: P 9: 1. Pressure and non -pressure piping lines are routed diagrammatically on required b state law. Plants of a rade less than that specified in the y 9 P STANDARDS in that container sufficiently long for the fibrous roots to hold the soil together when the plant is removed from the container. Plants designated 9 P 9 of water in 1 hour shall be brought to the attention of the owner. A written and cost estimate for correction of such conditions shall be A. The Owner may elect to assume maintenance of all work, at the time of acceptance, or may elect to contract for maintenance by others for a �' Drawings. 9 article titled HORTICULTURE will not be accepted. to be container grown may be furnished with ball and burlap provided they proposal submitted to the owner for acceptance, before proceeding with the work. specified period. Should maintenance after final acceptance be the °n. 2. Coordinate specimen trees and shrubs with routing of lines. Planting shall Part 2.00 Non -Plant Materials conform to the size and unlit required and that the requirements for quality q q D. All tree pits curbed planting islands, tree wells, or in areas, in which the soil responsibility of those other than the Contractor, the Contractor shall °' 0- take precedence over sprinkler and piping location. Report any major deviation from routing indicated to landscape architect or owner prior to boiled and burlapped plants are met. Container grown plants found to be root -bound during planting will not be acceptable. Containerized trees have has been compacted to an undesirable density, shall be excavated to a depth at least two feet greater than the measured depth and diameter of monitor all work for which he is responsible by guarantee, to assure that maintenance being performed wll not jeopardize the condition and quality of ° 3 line installation. 3. Install lines in such manner as to conform with drawings without offsetting 2.01 SOIL BACKFILL A. Soil for backfilling planting areas and )ant its shall be the existing surface 9 P 9 P P 9 a tendency to dry out quickly. The contractor shall be responsible for hand watering the trees at time of delivery through the time of final acceptance the ball. The minimum depth and diameter of excavation shall be four feet. Soil backfill in areas of densely compacted soil must meet specification the work and materials guaranteed by the Contractor. Any inadequate or damaging maintenance practices shall be reported immediately in writing to _ the various assemblies from the pressure supply line. soil free from subsoil, objectionable weeds, litter, sods, stiff clay, stones, Y stumps, roots, trash, toxic substances, mortar, cement or any other material at a rate consistent with the nurser watering schedule to assure that the Y 9 201-C unsuitable soil to an approved location.Y the Owner so that appropriate measures ma be taken to correct the Failure to so notify the Owner will invalidate any later claim of 3.02 INSTALLATION which may be harmful to plant growth or hinder planting operations. Poorly tree does not go into shock. E. In shrub and groundcover beds where soils have been compacted to a density, which is detrimental to plant growth, the contractor shall loosen condition. negligence or malpractice in maintenance. 3 o A. Water Supply-. Refer to drawings. B. Quick coupling valves: Installed at intervals so that not more than 150 feet drained soil shall not be used. B. Soil amendments shall be added to the soil in the amount and manner by to 5.5 to 6.5. Results from 3.07 SPECIMEN PLANTS A. After receiving the Notice to Proceed, the contractor shall locate all plants soils to a depth of 18" minimum to allow root penetration beyond the P P y° 6.04 ACCEPTANCE AND REPLACEMENT OF PLANT MATERIAL w of hose will be required to reach any plant or tree (if a pressurized main prescribed soil analysis obtain a pH of soil analysis and a list of the prescribed amendments shall be resented to the y$ p p specified as specimen. The contractor shall notify the owner so they may The planting pit. F. If acceptable for use, existing topsoil in shrub and groundcover beds shall be A. At the expiration of the proving period, an inspection of the plantings will be P P 9 P P P 9 by the Owner. Only those that are alive and normally healthy a •� system is being used). C. Assemblies: owner and verified by the landscape architect prior to being incorporated into the soil. agree on a time to mutually inspect the selected plants. owner will inspect and tag those plants, which are acceptable for use. Expenses treated with the specified soil amendments, at rates determined by soil tests. Amendments shall be incorporated into the soil to a depth of 12 made plants will be accepted. Unaccepted material shall be removed and replaced by the � 1. No multiple assemblies shall be installed on pressure lines. 2. Provide each assembly with its own outlet. C. If additional soil is required; it shall be furnished b the contractor and shall incurred by the owner for any subsequent inspection of specimen plants, at any time, in addition to the mutually agreed time shall be the responsibility inches. Where soil is not acceptable as determined by soil teats, the soil in the be removed to a depth of 8 inches and replaced with Contractor at his own expense, during the next planting season. Material and method of replacement planting shall be the same as specified for the ° D. Cathodic Protection: Provide in the piping systems where required by installing insulating couplings, flanges or unions between copper or brass pipe be a natural, friable soil representative of productive, well -drained soils in the vicinity. It shall of obtained from well drained areas which have never of the contractor. entire area shall the specified planting soil. original planting unless otherwise directed. The Contractor shall continue to make replacements until a plant shows vigorous and healthy growth for a �; a aE. or tubing and steel or cast iron pipe. Plastic Pipe: Install plastic pipe in accord with manufacturer's been stripped before wand shall be free of admixture of subsoil and foreign matter, stones, toxic substances and any material or substance that may be harmful to plant growth . 3.08 PALMS (if required) A. Palms, except cabbage palms and unless otherwise indicated, shall be 5.04 PLANTING A. All plants, except as otherwise specified, shall be centered in their pits, period of 1 year from the date of acceptance by the Owner. All such replacements will be inspected for acceptance at the end of the proving recommendations. Install sprinkler head on plastic pipe as indicated. D. The contractor shall provide the following information on imported topsoil: burlapped. Buds of palms shall be tied and supported in an upright position faced for beat effect and set plumb for backfilling. period by the Owner. 1. All welded joints shall be cleaned with manufacturer's cleaner prior to 1. Specific location from which topsoil will be (or was) stripped. in accordance with the guidelines of Department of Agriculture, Grades and B. Burlap on 8&B and WB&B plants shall be removed from top one third of the 6.05 REQUIRED MAINTENANCE Q N applying solvent. a. Welded joints shall be given at least 15 minutes set-up curing time 2. Present owner of that property. 3. Approximate amount of topsoil available. Standards for Nursery Plants, Part 11, Palms and Trees. B. Special care shall be applied to the handling and planting of palms. Unless ball. Burlap shall not be removed from under balls. If the ball is cracked or broken before or during planting process, the plant shall not be removed A. Landscape contractor shall be responsible for the maintenance and upkeep N before moving or handling. b. Pipe shall be partially center loaded to prevent arching and shifting 4. Test results showing topsoil composition and analysis. E. Soil test shall be by a soils laboratory, in accordance otherwise indicated, palms shall have heavy straight trunks with full heads. Sabal palm root balls shall be dug with a minimum of 3 diameter ball 3 from the site. All synthetic strings, straps, and wire cages shall be removed from the top of third of the root ball. Synthetic burlap shall be removed for 30 days past the final inspection. At that point contact the general manager of the store and determine if the landscape contractor will remain o under pressure. c. No water shall be permitted in pipe until a period of at least four performed qualified with "Methods of Sols Analysis -Agronomy 9' as published by the American dee The head shall be tied and supported during transport with a 2x4 tied P• PP 9 P parallel to the trunk extending up to the foliage. Avoid excessive pressure completely. C. Plants shall be removed from cans by cutting two sides of a container with on. If yes, contractor will be responsible for the maintenance and warrantee of all landscaping for one full year. If no, the landscape contractor is to ', hours has elapsed for solvent weld setting or curing or as required b P 9 9 Y Society of Agronomy and shall be performed at the Contractors expenses. F. Planting soil backfill for raised architectural planters, if applicable, shall on the petioles when tying the head. Canary Island Date palm heads shall an acceptable can cutter. Sides shall not be cut with a spade. Sides of walk the site with the general manager, manager, the facilities manager and the new landscaper anthe shall o agree that all planting is in good she e P Y 9 P 9 9 P C solvent manufacturer. 2. Backfilling shall be done when pipe is not in expanded condition due to consist of 40X potting sol, 40X coarse washed builders sand and 20X P 9 be tied using a 4x4 wood pole. knockout cans shall not be cut. Plastic containers with slanted aides shall not require cutting. Plants shall be removed from the container carefully, prior to the new landscaper taking over. W heat. Cooling of pipe can be accomplished by operating the system for a short horticultural periite G. Areas designated to be planted with flowering annuals, if applicable, shall be excavated to a depth of 87 and backfilled with a mixture consisting of 40X 3.09 SUBSTITUTIONS A. The use of materials differing in kind, quality or size from those specified will 9 q Y P without injury or damage to the plant and root system. D. Bottom of plant boxes shall be removed before planting. Sides of the box END OF SECTION s time before backfill, or by backfilling in the early part of them g peat, 40% D.O.T. (coarse) sand, 10% pine bark (decomposed) and 10X be allowed only after the owner is convinced that all means of obtaining the shall be removed, without damage to the root ball, after positioning the before the heat of the day. y cypress �1Ps• specified materials have been exhausted. plant and partially backfilling around it. The contractor shall hand 3. Curing: When the temperature is above 80 F. soluble weld joints shall be given at least 24 hours curing time before water is introduced under H. Planting soil backfill for tree wells, if applicable, shall be 2/3 approved B. Where it is indicated that the contractor may furnish or use a substitute that is equal to the material or equipment specified and if the contractor is water -containerized trees from the time of delivery until the time of the final acceptance at a rate consistent with the nursery conditions from which 0 pressure. topsoil and 1/3 coarse washed builder's sand. to furnish or use aro osed substitute, he shall, after the award of the P P the trees were obtained. Trees, which go into shock due to insufficient water, .' r. F. Automatic Controller. contract, make written application to the owner for acceptance of such a may be rejected. U) 1. Contractor shall be responsible for making control wire and electric power 2.02 FERTILIZER substitute. The substituted product or method shall be equal or superior in E. Plants shall be set in the center of the pits and shall be plumb and straight connections to the automatic controller. A. Commercial fertilizer shall be 14-14-14 formulation of Osmocote brand, 3-4 all respects to the specified product or method, shall perform adequately the and at such a level that after settlement the root crown will be level with o G. Remote Control Valves: month release of which 60% of the nitrogen is in urea -formaldehyde form duties imposed by the general design, shall be compatible with all other the surrounding grade. a 1. Install at sufficient depth to provide not more than 6' nor less than 4' and shall conform to the applicable state fertilizer laws. Fertilizer shall be elements of the job, and shall be sufficient to complete the job. The F. Plant holes shall be backfilled with the specified planting mixture placed in E cover from the top of the valve to finish grade. uniform in composition, dry and free flowing. substitution shall not add cost to the contract. Should it be necessary to layers around the roots or ball. Each layer shall be carefully tamped in place 2 2. Install valves in a plumb position with 24' minimum clearance from other accept a substitute of a quality less than specified, the unit price shall be in manner to avoid injury to the roots or ball or disturbing the position of U) equipment for ro proper maintenance. P 2.03 DOLOMITIC LIMESTONE used to adjust the contract rice downward accordingly. No substitution ju PP the plant. When approximately two thirds of the plant hole has been PP Y 9P 3. All valves shall be installed in appropriate sized valve boxes with cover. A. Dolomitic limestone shall be a natural limestone, designated for agricultural shall be ordered or installed without the written permission of the owner and backfilled, the hole shall be filled with water and the soil allowed to settle C H. Wire Connections: All underground wire connections to electric remote use, shall contain not less than 85 % of total carbonates, and shall be governing municipality. around the roots. Balled and burlapped plants shall have the burlap cut control valves shall be made by using waterproof wire connectors as round so that SOX will pass a 100 mesh sieve and 50X will ase a 20 9 P P away or folded back from the top of the ball before applying water. After W manufactured by King Technology Inc. mesh sieve. the water has been absorbed, the plant hole shall be filled and tamped I. Gate Valves: lightly grade. Any subsequent settlement shall be brought grade. 1. Line size and install where indicated and sufficient clearance from other 2.04 PRE -EMERGENCE WEED CONTROL li G. Immediately after each tree pit is backfilled, a shallow basin slightly larger at 0 materials for proper maintenance. A. Weed control shall be Ronstar 2G as manufactured b Rhodia, Inc., Monmouth Y than the pit shall be formed with a ridge of topsoil to facilitate watering. L 2. Equip valves, sizes 3' and smaller, with standard operating wheel for Junction, New Jersey 08852 or Princap (Simazine) as manufactured by Geigy This soil saucer shall be formed in a circle and tamped around each tree so 0 operation. Volvo bonnet packing shall be checked and tightened before Agricultural Chemicals, Ardsley, New York 10502, or an approved equal. that the saucer will retain water. Where curbing occurs around plant pits, the C a backfill. All valves shall be 150 psi rated. 3. All valves shall be installed in appropriate sized valve boxes with cover. 2.05 WATER saucer shall be omitted. H. The contractor shall include adding a water retentive additive Terra -Sorb AG H J. Sprinkler Heads: A. Water will be available for use on site during the landscape installation at no for all shrubs, groundcovers, annuals and trees at the manufacturers a 1. Install in a plumb position at intervals not to exceed the maximum cost to the contractor. Care shall be exercised to assure that water is kept suggested rates. C spacings indicated. free of harmful chemicals, acids, alkalis, or any substance, which might be DFPA Plyform, Exterior B -B, edge sealed. •N 2. Heads in lawn or turf areas where gross has not been established shall be harmful to plant growth. 1. Plastic Fiber. -a installed on temporary risers extending at least 2' above grades. Special forms of molded fiber, if required. v C: 3. Where heads are installed along walks, roads, etc., they shall be permanently positioned. 2.06 ANTIDESICCANT A. Antidesiccant shall be an emulsion type; film -forming agent designed to 2. Cardboard: Beam void forms "VOIDCO" or equal, as required under pier supported • N K. Thrust Blocks: Install thrust blocks on all main irrigation lines 4' or larger permit transpiration, but retard excessive loss of moisture from plants, such as Dowax by Dow Chemical Co., or Wilt -Prof by Nursery Specialty Products, grade beams. 3. Metal: aat all changes of direction, as detailed in manufacturers recommendations or an acceptable equal. The antidesiccant shall be delivered in the Inc.,drawings. Commercial standard, or as noted on drawings. U on pipe installation or as shown on the manufacturer's fully identified containers and shall be mixed in accordance o ° L Flushing of System: 1. Flush main and lateral systems to clean out all debris and sediment prior with manufacturers instructions. Q) to installation of heads. 2. This does not relieve requirements of future adjustments of system or 2.07 BORIGDE - t reflushing system. A. Boricide shall be Lindane as manufactured by Platt, or an approved equal. a r 3.03 ELECTRICAL A. Be responsible for making wire connections from remote control valves to 2.08 MULCH A. All mulch shall be stone, 3" d 3/4"-J* in size no lava rock tan and �,( ) 0 controllers. All wiring shall be in accord with applicable codes. brown shades. Install a week barrier under stone, and submit a stone o sample to owner. C: 0 1= U O v L H =❑ Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 THIS SHEET PROVIDED FOR REFERENCE ONLY. NOTES PROVIDED IN LA PLANS SUPERSEDE SPECIFICATIONS SHOWN HERE. `W z Q • W Q I J Q 0 Issue Date: 5/21/12 REVISION INFORMATION ------------------- 2 08-17-2012 PLAN REVIEW COMMENTS Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING LANDSCAPE SPECIFICATIONS LS1 SECTION 15080 TESTING, ADJUSTING AND BALANCING Part 1.00 General 1.01 SPECIAL NOTICE A. Each contractor shall read all relevant documents, become familiar with the job, scope of work, type of general construction, and the architectural, structural, mechanical and electrical drawings and specifications. Each contractor shall also familiarize himself with the purpose for which these documents have been prepared and shall become cognizant of all the details involved. Each contractor shall coordinate his work with that of others. B. The term "contractor" used in this section of the specification shall mean the contractor whose work is covered by this section. C. When the term "Engineer" is used in this section of the specification, it shall mean the consulting mechanical engineer. 1.02 START-UP, TEST AND ADJUSTMENT A.The purpose of starting, testing and adjusting this equipment is to put it into final operating condition for the Owner's use and benefit. All tests of equipment and systems required to prove compliance with the drawings and specifications shall be performed in the presence of the Owner's Representative. Owner's Representative shall be made completely familiar with the complete working of all the mechanical systems. B. The General Contractor will be responsible for the HVAC Test and Balance, which must be performed by Melink Corporation National Accounts, Cincinnati, OH. Contact Melink directly at (513) 271-1615 for pricing and scheduling (Substitutions are not accepted). C. The General Contractor shall schedule a tentative T & B date with Melink a minimum of 4 weeks in advance, and call in a confirmed date a minimum of 2 weeks in advance. This will be necessary to guarantee the T & B work on the requested data. D. This work shall be performed after the HVAC system start-up is completed. Also gas and electric power must be turned on, cooking equipment operational, all doors and windows installed, and ceiling tiles in place - prior to the Test and Air Balance. E. The T&B covers all heating and air-conditioning, and exhaust ventilation systems. A certified report shall be submitted to the General Contractor and a copy to DARDEN within 2 weeks of completions. F. In jurisdictions where the Health or Mechanical inspector test the hoods, the General Contractor shall notify Melink and attempt to schedule the T&B date concurrently with the inspector's visit - to ensure there are no questions or problems. Also, if the certified report is needed by the inspector sooner than the standard 2 -week turnaround, the General Contractor shall notify Melink when confirming the T&B date. G.If upon arrival at the jobsite the project is not complete enough for Melink to fulfill their obligations for the complete test and balance, Melink will have the opportunity to inform the GC that he will have to return. This return visit will be at the GC's expense. H. Melink will perform a follow up check of the complete system within 30 - 60 days after its first inspection. If major punch list items still have not been completed or if new major items are found, a mandatory revisit will be required by Melink. This next visit will be at the GC's expense. Each revisit will be at the GC's expense until all major punch list items have been satisfied. Part 2.00 Products Not Used Part 3.00 Execution 3.01 TESTING, ADJUSTING AND BALANCING A.GENERAL: The T&B work shall be in accordance with the following checklist: 1. Inquire about any problems or complaints. 2. Compare mechanical plans to installed system. 3. Document design specifications for report. 4. Ensure all fans are running for balance. 5. Measure initial building pressure. B. INSPECT ROOFTOP EQUIPMENT: Inspect units and note any deficiencies. 1. Record unit nameplate data. 2. Check thermostats for proper settings. 3. Check for correct fan rotation (include condenser fans). 4. Check conditions of filters and coils. 5. Check position of outside air dampers. 6. Check gas lines and condensate lines. 7. Check belt tension and pulley alignment. 8. Check disconnect switches and covers. 9. Check any fan noise and vibration. 10. Check heat/cool modes of RTU's. C. TEST AND BALANCE KITCHEN HOOD SYSTEM: 1. Measure supply and exhaust CFM in hoods. 2. Observe hood smoke capture with equipment on. 3. Adjust supply and exhaust RPM and damper SA, as required. a. Check actual amps venus motor FLA. b. Not adjustments made on pulleys c. Measure final RPM's. 4. Evaluate duct system design and installation 5. Ensure that final smoke tests are satisfactory. D. TEST AND BALANCE HEATING/COOLING SYSTEM: 1. Measure RTU supply and return airflows. 2. Check for drafts and hot/cold spots. 3. Adjust RPM as necessary to achieve design. a. Check actual amps versus motor FLA. b. Note adjustments made on pulleys. c. Measure final RPMs. 4. Damper at branch takeoffs first and diffusers second. 5. Evaluate duct system design and installation. 6. Ensure slightly positive building pressure. a. Fine tune position of OA dampers. b. Measure final building pressure. E. FINAL REVIEW: 1. Review report and data for completeness. 2. Discuss results and findings with superintendent. Air qualities shall be balanced to within + 10% of design as a general rule. However, in some cases, the air quantities may need to be adjusted differently in order to ensure acceptable comfort levels, hood capture performance, positive building pressure, etc. Melink shall notify the superintendent of any deficiencies needing immediate attention, and the General Contractor shall have the mechanical and electrical contractors available on call to promptly correct any such problems (i.e. replace burned out motors, failed thermostats, incorrect wiring, bad circuit breakers and starters, dirty filter, missing dampers, undersized RTU outside air intake). In the event Melink needs to reschedule a follow up visit to test and balance any equipment not ready on the originally scheduled T&B date, the General Contractor shall pay for the additional cost involved, including travel. All data required by these specifications shall be typed on white bond paper in triplicate and submitted to the Owner's Representative for approval. Complete approval will be necessary before final payment can be made. The contractor shall then make such instruments as are required for spot checks on the system. 3.02 PLUMBING SYSTEMS A.The Contractor installing the plumbing systems shall follow all tests as required to prove compliance with all local codes. Tests performed shall be equal to or exceed that hereinafter specified. All piping systems shall be tested before they are covered or made unavailable for the complete inspection of all joints. In addition to the above, each and every system to be insulated shall be thoroughly tested before the insulation is applied. B. Domestic Water Piping Systems: Upon completion of a section of the entire water supply system, it shall be tested and proved tight under a water pressure test of 125 lbs. but not less than 10% in excess of the working pressure under which it is to be used. The water used for tests shall be obtained from potable source of supply. C. Sanitary Sewer Systems: All sanitary sewer systems shall be tested either in sections or in their entirety in accordance with all the requirements of the local Plumbing Code and to the satisfaction of the local Plumbing Inspector. These tests shall be examined if desired by the Owner or his representative during the test period and ample notice of performance of these tests shall be given. D. Gas Piping Systems: The natural gas piping systems on the low pressure side of the meters and regulators shall be tested to a pressure of 50 psi and shall be held at this pressure for a period of eight hours. 3.03 DOMESTIC WATER SYSTEM STERILIZATION A. On the building side of the main valve, provide a connection through which chlorine can be introduced into the domestic water piping systems to sterilize the system thoroughly. B. After completion of the testing, the entire cold and hot water piping system, with attached equipment shall be thoroughly sterilized with a solution containing not less than 50 parts per million of available chlorine. The chlorinating material shall be either liquid chlorine, conforming to U.S. Army Specification No. 4-1, or calcium hypochlorite or chlorinated lime conforming to the requirements of Federal Specification O -C-114, and shall be pumped into the system through the connection described above. The sterilizing solution shall be allowed to remain in the system for a period of eight hours, during which time valves and faucets shall be opened and closed several times. After sterilization, the solution shall be flushed from the system with clean water until the residual chlorine content is not greater than 0.2 parts per million. C. Upon completion of the work, the Contractor shall furnish certificates of approval from the governing authorities mentioned hereinbefore that the work has been inspected as it has been installed and it meets the requirements of all authorities hereinbefore mentioned. SECTION 15090 COVERING AND INSULATION Part 1.00 General 1.01 SPECIAL NOTICE A. Each contractor shall read all relevant documents, become familiar with the job, scope of work, type of general construction, and the architectural, structural, mechanical and electrical drawings and specifications. Each contractor shall also familiarize himself with the purpose for which these documents have been prepared and shall become cognizant of all the details involved. Each contractor shall coordinate his work with that of others. B. The term "contractor" used in this section of the specification shall mean the contractor whose work is covered by this section. C. When the term "Engineer" is used in this section of the specification, it shall mean the consulting mechanical engineer. Part 2.00 Products 2.01 DOMESTIC WATER PIPING SYSTEMS A. Insulate all cold water piping with 1/2 inch thick insulation except that portion below grade and chromium plated piping exposed at plumbing fixtures. B. Insulate all hot water piping with 1 -inch thick insulation except chromium plated piping exposed at plumbing fixtures except that hot water and drain piping and P -traps under lavatories for handicapped use shall be insulated. C. Insulation shall be low-pressure molded section fibrous glass pipe insulated with factory applied all service jacket. Fittings and valve bodies shall be insulated with fibrous glass blanket built-up to the thickness of the adjacent insulation and secured with insulating tape and jacketed to match insulation, or with molded fibrous glass fittings installed with both longitudinal and circumferential joints fully buttered with proper adhesive. Laps shall be fastened with outward clinching staples. Vapor seal cold water lines with white mastic. D. At the contractor's option, he may insulate piping as noted above with preformed foamed polyurethane insulation with factory applied universal jacket. Insulation thickness shall be provided as required to equal the U factor of that hereinbefore specified. 2.02 AIR CONDITIONING UNIT DRAINS A. All air conditioning unit condensate drain piping located within the building, including all fittings, shall be insulated as hereinafter specified except that insulation shall be 3/8 inch thick. B. Insulation shall be flexible foam plastic closed cell foamed pipe insulation with the thermo conductivity of not greater than 0.30 BTU/hr per square foot and a vapor transmission of not greater than 0.30 grains per hour. Insulation shall be slipped on the pipe prior to erection wherever possible and have butt joints sealed and adhesive furnished by the insulation manufacturer. Where slip on technique is not possible, insulation shall be slit and applied to the pipe with longitudinal seams and butt joints sealed with adhesive. Fitting cover insulation shall be fabricated from sections of pipe insulation fabricated and installed in accordance with the manufacturer's recommended procedures. Sweat fittings shall be insulated with miter cut pieces of pipe insulation and same size as the adjacent piping. On all locations where pipe hangers are installed, they shall be installed on the exterior of the insulation and a section of rigid pipe insulation of the same material shall be installed under the pipe hanger. A 28 gauge galvanized sheetmetal shield not less than 12 inches in length shall be installed between the hanger clamp and the exterior of the insulation. 2.03 AIR DISTRIBUTION DUCTWORK A. All air-conditioning supply ductwork (except that portion specified or indicated to be acoustically lined) shall be insulated as hereinafter specified with 2 -inch thick insulation material. B. All duct systems hereinbefore specified to be insulated shall be insulated with 3/4 Ib density fibrous glass blanket insulation, factory faced with flame resistant fiberglass reinforced aluminum foil faced Kraft paper. Install Duct Wrap Insulation with facing outside so that tape flap overlaps insulation and facing at other end of piece of Duct Wrap. Insulation shall be tightly butted. If ducts are rectangular or square, install so insulation is not excessively compressed at duct corners. Seams shall be stapled approximately 6" on center with outward clinching staples, then sealed with pressure -sensitive tape matching the facing. C. Where rectangular ducts are 24" in width or greater, Duct Wrap Insulation shall be additionally secured to the bottom of the duct with mechanical fasteners such as pins and speed clip washers, spaced on 18" centers (maximum) to prevent sagging of insulation. Adjacent sections of Duct Wrap Insulation shall be tightly butted with the 2" tape flap overlapping. Seal all tears, punctures, and other penetrations of the Duct Wrap Insulation facing with tape or mastic to provide a vapor tight system. ALTERNATE PARAGRAPHS: 2.04 RANGE EXHAUST DUCT A. The kitchen range hood exhaust duct shall be insulated with 2 -inch thick, U.L. approved, rigid type calcium silicate insulation with a .20 BTU per pound per degree Fahrenheit specific heat 1,000 degree design. Insulation shall be installed over all kitchen exhaust ductwork located above finished ceiling, in full accordance with the published instructions from the manufacturer. Insulation shall be covered with fire retardant treated canvas jacket. Installation shall comply with the U.L. approval. Alternate: Thermal Ceramics - Firemaster U.L. approved duct wrap, (thickness and quantity of layers shall be verified with local Building Department). 2.05 DOWNSPOUTS A. All horizontal downspout piping above finished ceiling including elbow looking up, elbow looking down from horizontal and under side of drain shall be insulated with 2" thick low-density fiberglass insulation with vapor barrier finish. All joints shall be properly lapped and sealed. No staples or other fasteners which will penetrate the vapor barrier shall be used. Part 3.00 Execution 3.01 MANUFACTURERS AND INSTRUCTIONS A. The insulation hereinbefore specified shall be furnished and installed by a contractor whose principal business is the application and installation of thermal materials on piping systems. All material shall be manufactured by one of the listed approved manufacturer's instructions, except where these instructions conflict with the specifications hereinafter stated, in which case the specifications shall govern. All work shall be performed in a neat workmanlike manner and all adhesives, bands and other fastening materials and devices shall be supplied as required to properly install the insulation materials being furnished. B. Approved Manufacturers: Armstrong Co., Certain Teed, Manville Co., Owens-Corning Fiberglas, PABCO, Pittsburgh -Corning, and Knauf. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS/ENGINEERS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK - DO NOT SCALE THE DRAWINGS Z 'fid ♦.. �� H Q Q H U) W Z Q J H Issue Date: 5-21-12 REVISION A 02 8-17-12 A 0 0 A A 0 Restaurant #: XXXX OLIVE AR EN P76 L -WD UPDATED THRU:A HSKP 2010.1 DD2-04-2012 0 10206 N. MICHIGAN RD. CARMEL, INDIANA Drawing PLUMBING SPECIFICATIONS J M m m �r Y ov Zz~ 10¢z10 J W �YCV /Z C) V Cn o CD� C-) I X Cc Cc J N ARCHITECTS PROJECT Job # 12051 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS/ENGINEERS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK - DO NOT SCALE THE DRAWINGS Z 'fid ♦.. �� H Q Q H U) W Z Q J H Issue Date: 5-21-12 REVISION A 02 8-17-12 A 0 0 A A 0 Restaurant #: XXXX OLIVE AR EN P76 L -WD UPDATED THRU:A HSKP 2010.1 DD2-04-2012 0 10206 N. MICHIGAN RD. CARMEL, INDIANA Drawing PLUMBING SPECIFICATIONS GENERAL PROJECT NOTES 1. THE FOLLOWING PLANS ARE A CONCEPTUAL CONFIGURATION OF PROPOSED SPRINKLER HEAD LOCATIONS AND PREFERRED PIPING ARRANGEMENT, D UNDER THE GUIDELINES OF NPPA 13, 2002 EDITION, AND IS ONLY APPROVED AS SUCH BY THE AUTHORITY(S) HAVING JURISDICTION. 2. THE INSTALLING CONTRACTOR SHALL PROVIDE FULLY ENGINEERED SHOP/ INSTALLATION DRAWNGS AND HYDRAULIC CALCULATIONS, BASED ON THIS PF -FERRED LAYOUT TO OBTAIN ALL NECESSARY APPROVALS. THE INSTALLING CONTRACTOR SHALL REFER t0 NFPA 13 2002, TABLE 8bZ.2.1(e) FOR UN -USED ATTICS HAVING COMBUSTIBLE WOOD JOISTS OR Wool:> TRUSSES LESS THAN 3FT ON CENTER AND HAVING A ROOF SLOPE OF 4 in 12 PITCH OR GREATER. ELECTRONIC FILES CAN BE ISSUED ON A PER PROJECT BASIS TO HELP FACILITATE SHOP DRAWING PREPERATION AND FOR ANY NECESSARY MODIFICATIONS DUE TO THE IMPLEMENTATION OF THE CURRENT NFPA 13. CONTACT: CRHO ARCHITECTS VIA WRITTEN REQUEST. 3. THE INSTALLING CONTRACTOR SHALL PREPARE AND SUBMIT A COMPLETE SUBMITTAL PACKAGE t0 OBTAIN PLAN CHECK APPROVALS PRIOR t0 FABRICATION, DELIVERY OF MATERIALS AND INSTALLATION. A SET OF APPROVED PLANS SHALL ME KEPT ON-SITE At ALL TIMES DURING THE INSTALLATION AND SHALL BE MADE AVAILABLE DURING ALL REQUIRED/ SCHEDULED INSPECTIONS. 4. THE NSTALLNG CONTRACTOR SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS, COMPLETELY FILL OUT THE CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR "OVERHEAD PIPING" AND FORWARD A COPY TO THE OWNER/ARCHITECT/GENERAL CONTRACTOR 4 THE AUTHORITY(S) HAVING JURISDICTION. S. THIS WET AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE HYDROSTATICALLY TESTED At 50 PSI ABOVE STATIC PRESSURE BUT NOT LESS THAN 200 PSI FOR A MINIMUM PERIOD OF TWO (2) HOURS At THE ROUGH PLUMBING STAGE. 6. ALL DESIGN AND INSTALLATION SHALL BE PERFORMED BY A QUALIFIED FIRE SPRINKLER CONTRACTOR LICENSED BY ALL FEDERAL, STATE AND LOCAL AUTHORITY(S), AS APPLICABLE. QUALIFICATIONS SHALL INCLUDE A SUCCESSFUL IN-SERVICE RECORD OF FIVE (5) YEARS FOR THE SAME SIZE AND SCOPE OF WORK AS DEPICTED IN THESE DRAWINGS - 1. THE NSTALLING CONTRACTOR SHALL PROVIDE ALL NECESSARY, LABOR AND MATERIALS REQUIRED FOR THE THE DESIGN, COORDINATION, DELIVERY /STAGING OF MATERIALS NSITE, INSTALLATION AND CERTIFICATION OF ALL SYSTEM PIPING AND COMPONENTS TO THE COMPLETE SATISFACTION OF THE ARCHITECT/OWNER AND THE AUTHORITY(S) HAVING JURISDICTION. S. AN ATTEMPT HAS BEEN MADE TO PROVIDE AS A COMPLETE SET OF DRAWINGS AS POSSIBLE. HOWEVER It IS THE INSTALLING CONTRACTOR'S SOLE RESPONSIBILITY t0 COMPLETE THE DESIGN AS NECESSARY t0 THE COMPLETE SATISFACTION OF THE AUTHORITY(S) HAVING JURISDICTION, NCLUONG ALL RESUBMITTALS FOR DESIGN ELEMENTS FOUND NOT CODE COMPLIANT DURING PLAN REVIEW AT NO ADDITIONAL COST TO THE OWNER. 10. ANY DISCREPANCIES FOUND IN THESE DRAWINGS SHALL BE INCLUDED IN THE THIS SUB -CONTRACTORS BID PROPOSAL. ANY ADDITIONAL COSTS PRESENTED TO THE ARCHITECT/OWNER AFTER SIGNED CONTRACT, SHALL BE AT THE INSTALLING CONTRACTOR'S OWN EXPENSE. ii. THE NSTALLNG CONTRACTOR SHALL COORDINATE HIS/HER WORK WITH ALL OTHER CONSTRUCTION TRADES PRIOR TO FABRICATION AND SHALL MAKE ALL NECESSARY ADJUSTMENTS IN THE DESIGN AND INSTALLATION t0 AVOID SUCH CONFLICTS AT NO ADDITIONAL COST TO THE ARCHITECT/OWNER 12. THESE PLANS ARE INTENDED TO BE A COMPLETE SET OF DRAWINGS. ANY ITEM SHOWN ON ANY PORTION OF THIS SET OF PLANS SHALL BE CONSTRUED THE SAME AS IF IT WERE SHOWN ON ALL OF THE PLANS. 13. THIS SET OF FIRE SPRINKLER DRAWINGS INDICATES THE SCOPE OF WORK FOR THE OVERHEAD SYSTEM INSTALLATION BEGINNING AT 6" ABOVE FINISHED FLOOR. IF THE INSTALLING CONTRACTOR IS t0 INSTALL THE UNDERGROUND PIPING AS WELL, IT SHALL BE THE INSTALLING CONTRACTORS RESPONSIBILITY t0 PROVIDE THE PROPER DESIGN AND INSTALLATION PER NPPA 24 AND THE AUTHORITY(S) HAVING JURISDICTION. THE DESIGN SHALL INCLUDE THE FOLLOWING STIPULATIONS. (1) MINIMUM UNDERGROUND PIPE SIZE OF b", UNLESS PROVEN OTHERWISE BY HYDRAULIC CALCULATIONS, IN SUCH CASE A MINIMUM OF 4" WILL BE ACCEPTABLE, (2) MAXIMUM VELOCITY THRU UNDERGOUND MANS SHALL NOT EXCEED 16 PEEL PER SECOND, (3) BACKFLOW PREVENTION DEvICE(S) AS APPLICABLE, (4) PROPERLY SIZED THRUST BLOCK(S) OR OTHER APPROVED METHOD OF RESTRAINT, (5) POST INDICATOR VALVES, SECTIONAL OR MAN SHUT OFF, (6) ON-SITE HYDRANTS, AS REQUIRED, (1) FIRE DEPARTMENT CONNECTION(S) DOWN STREAM OF MAIN SHUT OFF VALVE FOR SPRINKLER SYSTEM, (S) FDC LOCATION WITHN FIRE DEPT REQUIRED HOSE LAY DISTANCES, (9) PRESSURE CLASS 350 DUCTILE IRON PIPE UNDER ALL CONCRETE SLABS, CITY R.O.Wa AND IN ALL STREETS/ PARKING LOTS WHERE SURFACE LOADS ARE EXPECTED, (10) ALL REQUIRED ACCEPTANCE TESTS INCLUDING CHLORINATION (AS REQ'D), HYDROSTATIC TEST 4 FLUSHNG OF ALL UNDER53ROUND MANS PRIOR t0 CONNECTION t0 OVERHEAD SPRINKLER SYSTEM PIPING. 14. ALL OVERHEAD SPRINKLER SYSTEM COmpoNENTS SHALL BE U.L. LISTED AND/OR P.M. APPROVED FOR AUTOMATIC FIRE SPRINKLER INSTALLATIONS. THE INSTALLING CONTRACTOR SHALL PROVIDE MANUFACTURER'S CUT SHEETS FOR ALL MATERIALS UTILIZED IN THE INSTALLATION. 15. THE OVERHEAD PIPING SHALL BE AS FOLLOWS: A) MAINS (2" - 611) SHALL BE SCHEDULE 10, BLACK STEEL, SHOP WELDED WITH GROOVED ENDS, JOINED WITH COMPATIBLE RIGID MECHANICAL GROOVED COI1P'LNGS AND GROOVED FITTINGS. B) SEINES (1" - 211) SHALL BE SCHEDULE 4O, BLACK STEEL, SHOP OR FEILD THREADED, JOINED WITH CLASS 125 CAST OR DUCTILE IRON THREADED FITTINGS. C) APPROVED L164.ITWALL TUBING SUITABLE FOR ROLL GROOVING OR THREADING, WITH A CORROSION RESISTANCE RATIO (CRR) OF lA MAY BE SUBSTITUTED IN LEIU OF SCHEDULE 10 4 40 IF APPROVED BY THE ARCHITECT/OWNER PRIOR t0 FABRICATION . D) LISTED FLEXIBLE COUPLINGS SHALL BE INSTALLED AT ALL LOCATIONS AS REQUIRED BY LAPPA 13. E) SHOP WELDING SHALL BE PERFORMED BY QUALIFIED PERSON(S) WITH A MINIMUM LEVEL AR -3 WELDING CERTIFICATION FOR WATER BASED FIRE PROTECTION PIPING. F) MECHANICAL TEES ARE PROHIBITED UNLESS OTHERWISE APPROVED BY THE ARCHITECT/OWNER PRIOR t0 INSTALLATION. G) ALL PIPING EXPOSED TO WEATHER CONDITIONS SHALL BE GALVANIZED SCHEDULE 40, PRIMERED 4 PANTED TO PREVENT CORROSION. H) DROPS TO PENDENTS SPRINKLERS oR SPRIGS TO UPRIGHT SPRINKLERS SHALL BE SUPPLIED WITH NO LESS THAN 1" DIAMETER PIPING WITH CONCENTRIC (BELL) REDUCING COUPLINGS. ADJUSTABLE DROP NIPPLES ARE PROHIBITED UNLESS PRE -APPROVED BY THE ARCHITECT/OWNER 1) ALL FABRICATION METHODS SHALL ME IN STRICT ACCORDANCE WITH LAPPA 13. WELD INSPECTIONS MAY BE REQUIRED BY THE AUTHORITY(S) HAVING JURSIDICTION. IF SUCH INSPECTION 16 REQUIRED, IT SHALL BE FOR ALL WELDED PIPING AT ONCE, PRIOR t0 INSTALLATION. J) THIS SYSTEM IS DESIGNED WET, AND IS t0 BE PROTECTED BY THE INSUL- ATED ENVELOPE WITHIN THE BUILDING AND HEATED AT ALL TIMES BY THE OWNER DURING WINTER TEMPERATURES BELOW 40'. it 18 THE INSTALLING CONTRACTOR'S RESPONSIBILTY TO VERIFY IF DRY PIPE OR ANTIFREEZE SYSTEMS ARE REQUIRED t0 ME INSTALLED PER LOCAL CODES, AND SHALL BE NCLUDED IN THE INSTALLNGS CONTRACTOR'S BID PROPOSAL AT NO ADDITIONAL COST TO THE ARCHITECT/OWNER I6. HYDRAULIC CALCULATION DESIGN CRITERIA SHALL BE AS FOLLOWS: A) RESTAURANT KITCHEN SERVICE AREAS SHALL BE CALCULATED AT NO LESS THAN .15 GPM/SQFP DENSITY OVER THE MOST REMOTE AND/OR DEMANDING 1,500 SQFT AREA. B) RESTAURANT DINING ROOMS AND CONCEALEp ATTIC SPACES SHALL BE CALCULATED AT NO LESS THAN .10 GPM/SQFT DENSITY OVER THE MOST REMOTE AND/OR DEMANDING 1,500 SQFT AREA. C) QUICK RESPONSE SPRINKLERS ARE REQUIRED IN ALL LIGHT HAZARD AREAS AND ALL ORDINARY HAZARD AREAS WHERE REDUCTION OF THE CALCULATED AREA IS IMPLEMENTED INTO THE DESIGN. IF USED, IT SHALL BE BASED ON THE HIGHEST CEILING ELEVATION WITHIN THE SPECIFIC DESIGN AREA FOR CEILING HEIGHTS LESS THAN 20'-0" AFF. D) INCLUDE REQUIRED HOSE ALLOWANCE OF 250 GPM FOR ORDINARY HAZ OCCUPANCIES AND 100 GPM FOR LIGHT HAZ AT THE CITY CONNECTION OR ONSITE FIRE HYDRANT (IF REQURIED), WHICHEVER 18 CLOSEST t0 THE SYSTEM RISER E) THE INSTALLING CONTRACTOR SHALL VERIFY CURRENT WATER FLOW TEST IPFORIMATION WITNESS BY THE LOCAL WATER PURVEYOR OR FIRE DEPARTMENT AND SHALL INCLUDE A IOx MARGN BELOW AVAILABLE STATIC AND RESIDUAL PRESSURES TO ENSURE AN ADEQUATE SAFETY CUSHION AND ALLOW FOR SEASONAL FLUCTUATIONS IN THE WATER SUPPLY. F) CALCULATION METHODS SHALL BE IN STRICT ACCORDANCE WITH NFPA 13, CHAPTERS) 5 4 6. EQUIVELENT FITTING LENGTHS (TABLE 6-43.1) FOR PIPES WITH INTERNAL DIAMETERS OTHER THAN SCHEDULE 40 SHALL BE ADJUSTED PER (P-43.1. G) HYDRAULIC CALCULATIONS SHALL BE PERFORMED BY COMPUTER PROGRAM PROGRAM WITH NEPA. STYLE PRINTOUTS. HAND CALCULATIONS SHALL NOT BE ACCEPTABLE. H) THIS SYSTEM SHALL HAVE A PERMANANTLY INSTALLED HYDRAULIC DESIGN PLACARD DEPICTING THE MOST DEMANDING AREA FOR EACH HAZARD CALCULATED AND SHALL BE MOUNTED ON THE SYSTEM RISER 16. ALL SPRINKLER HEADS SHALL BE OF THE LISTED QUICK RESPONSE UPRIGHT, PENDENT, 4 SIDEWALL TYPE AS CONDITION REQUIRES, WITH SMALL FRAME AND 3MM GLASS BULBS. MINIMUM TEMPERATURE RATING PER NEPA. 13. 11. ALL SPRINKLER HEAD ESCUTCHEONS SHALL BE OF METAL CONSTRUCTION. ALL RECESSED 4 CONCEALED ESCUTCHEONS SHALL BE PART OF THE LISTED ASSEMBLY WITH THE SPRINKLER. ALL SPRINKLER HEAD ESCUTCHEON FINISHES SHALL ME APPROVED BY THE ARCHITECT/OWNER. ALL SPECIAL ORNAMENTAL FINISHES SHALL BE FACTORY APPLIED ONLY BY THE MANUFACTURER. 18. A MINIMUM OF TWO (2) SPRINKLERS OF EACH TYPE AND TEMP RATING INSTALLED SHALL BE PROVIDED UNTIL THE MINIMUM NO. OF REQUIRED SPARE SPRINKLERS IS ACHIEVEDR . THE CABINET SHALL CONTAIN A MINIMUM OF SIX SPARE SPINKLERS AND SHALL BE SO LOCATED THAT IT WILL NOT BE EXPOSED TO MOISTURE, DUST, CORROSION, OR A TEMPERATURE EXCEEDING 100' P. 19. SPRINKLERS LOCATED N CEILINGS WITHIN 1'-0" OF FINISHED FLOORS SHALL BE EQUIPPED WITH LISTED WIRE GAURpS OR CONCEALED HEADS, WHICHEVER IS APPROVED BY THE ARCHITECT/OWNER PRIOR TO INSTALLATION. 20. SPRINKLERS LOCATED N ACCOUSTIC TILE CEILINGS SHALL BE QUARTER - POINTED N THE 4'-0" DIRECTION AT 1'-O" INCREMENTS AND SHALL BE CENTERED IN THE 2'-0" DIRECTION. USE PIPE OFFSETS WHERE NECESSARY TO PROVIDE SYMMETRUCAL ARRANGEMENT ALIGNED IN BOTH DIRECTIONS ON A TRUE AXIS LNE WITH A MAXIMUM DEVIATION OF PLUS OR MINUS 1/2" INCHES. 21. ALL OVERWEAD PIPING SHALL BE INSTALLED CONCEALED ABOVE FINISHED CEILINGS AND AS TO PROVIDE ADEQUATE HEAD ROOM. 22. ALL PIPE SUPPORTS, HANGERS, AND EARTHQUAKE BRACNG SHALL BE N STRICT ACCORDANCE WITH NFPA. 13. ALL HANGING METHODS AND AND EARTHQUAKE BRACE CONNECTIONS t0 THE BUILDING STRUCTURE SHALL BE VERIFIED BY THE JOIST/TRUSS MANUFACTURER PRIOR TO INSTALLATION. BRACE PIPING SHALL NOT BE LESS THAN 1" SCHEDULE 40 FOR LENGTHS UP TO 1'-0" LONG, 114" FOR LENGTHS UP t0 9'-0" LONG, AND 1'2" FOR LENGTHS OVER 9'-0" LONG. BRACES SHALL BE EQUIPPED WITH LISTED CLAMPS, SWIVEL FITTINGS 4 ATTACHED TO THE BUILDING STRUCTURE WITH PROPERLY SIZED FASTENERS CALCULATED PER 4-14.43. ALL HANGER COMPONENTS THAT ATTACH DIRECTLY TO THE PIPE OR STRUCTURE SHALL BE LISTED. THE BENDING OF THREADED RODS IS PROHIBITED. 23. ANNUALLY, PRIOR t0 THE ONSET OF FREEZING WEATHER WHERE BUILONGS INSTALLED WITH WET PIPE SYSTEMS, THE OWNER SHALL INSPECT AND VERIFY THAT ALL WINDOWS, SKYLIGHTS, DOORS, VENTILATORS, OTHER OPENINGS AND CLOSURES, BLIND SPACES, UNUSED ATTICS, STAIR TOWERS, ROOF HOUSES, AND GROUND SPACES BELOW BUILDINGS DO NOT EXPOSE WATER FILLED SPRINKLER PIPING t0 FREEZING AND VERIFY THAT ADEQUATE HEAT (ABOVE 400) IS AVAILABLE AND IS IN WORKING CONDITION At ALL TIMES DURING WINTER 24. THIS SPRINKLER SYSTEM LAYOUT WAS BEEN ARRANGED t0 BE DRAINED MACK THRU THE MAIN DRAIN LOCATED AT THE SYSTEM RISER. TRAPPED PORTIONS OF THE SYSTEM DUE TO OFFSETS N PIPING DURING INSTALLATION TO AVOID CONFLICTS WITH OTHER TRADES SHALL BE EQUIPPED WITH A 34" NIPPLE AND CAP FOR TRAPPED SECTIONS OF 5 GALS OR LESS, A 34" VALVE WITH PLUG FOR TRAPPED SECTIONS OF OVER 5 GALS BUT NOT MORE THAN 50 GALS, AND A 1" VALVE, IN AN ACCESSIBLE LOCATION PIPED t0 THE ATMOSPHERE FOR TRAPPED SECTIONS WITH OVER 50 GALS. 25. ALL DISCHARGE PIPING DOWN STREAM FROM DRAIN AND INS" TEST VALVES SHALL BE GALVANIZED SCHEDULE 40 PIPE. 26. ALL MAN CONTROL VALVES (INSIDE AND OUT) SHALL BE SUPERVISED WITH APPROVED TAMPER SWITCHES AND WIRED t0 THE FIRE ALARM PANEL. 21. ALL SYSTEM TAMPER SWITCHES, FLOW SWITCHES, AND ALARM BELL(S) SHALL BE PROVIDED AND INSTALLED BY THE SPRINKLER CONTRACTOR AND WIRED BY OTHERS UNDER THE ELECTRICAL DIVISION PER N.EiC. 28. ALL FIRE ALARM DESIGN, WIRING, COMPONENTS AND INSTALLATION BY OTHERS AND IS NOT PART OF THIS CONTRACT. 29. SPRINKLER SYSTEMS EQUIPPED WITH 100 OR MORE SPRINKLERS, SHALL BE SUPERVISEp BY A U.L. LISTED CENTRAL OR OFFSITE PROPRIETARY STATION DESIGNED, PROVIDED AND INSTALLED BY OTHERS. 30. PAINTING, PAINT PREP INCLUDING THE BAGGING OF SPRINKLERS IS NOT A PART OF THIS CONTRACT. 31. CUTTING AND PATCHING 18 NOT A PART OF THIS CONTRACT. 32. CONCRETE SPLASH BLOCKS FOR INSPECTOR'S TEST AND AJJX[LLARY DRAINS IS NOT A PART OF THIS CONTRACT. 33. FLOOR DRAINS AND UNDERGROUND MAN DRAIN DISCHARGE PIPING BELOW GRADE TO SIDEWALK CURB IS NOT PART OF THIS CONTRACT. 34. NOTCHING, DRILLING OR OTHERWISE PENETRATING STRUCTURAL MEMBERS IS PROHIBITED WITHOUT WRITTEN APPROVAL FROM THE PROJECT'S STRUCTURAL ENGINEER, JOIST/TRUSS MANUFACTURER AND THE AUTWORITY(S) HAVING JURISDICTION OVER THE PROJECT. 35. THE INSTALLING CONTRACTOR SHALL ME RESPONSIBLE FOR : FIELD Flt OF SPRINKLER SYSTEM AND OTHER RELATED EQUIPMENT, ACCURACY OF PRE FABRICATED PIPE, LOCATION OF FINISHED SPRINKLERS, FIELD VERIFICATION OF ALL DIMENSIONS PRIOR TO FABRICATION, PIPE ELEVATIONS, BEAM PENETRATIONS AND THE GENERAL WORKMANSHIP OF THE SYSTEM AS TO PRO- VIDE A COMPLETE INTEGRATED SYSTEM TO THE SATISFACTION OF THE OWNER, ARCHITECT, AND THE AUTHORITY(S) HAVING JURSIDICTION. 36. THE CONSULTANT (ARCHITECT/ENGNEER) IS NOT RESPONSIBLE, IN ANY WAY, FOR THE INSTALLATION OR WORKMANSHIP OF THE FIRE PROTECTION SYSTEM(S) OR LIABLE FOR IMPROPERLY INSTALLED SYSTEMS. ANY CHANGE TO THE DESIGN OF THIS SYSTEM WITHOUT WRITT1N CONSENT OF THE CONSULTANT 4 OWNER WILL VOID THIS SET OF PRELIMINARY DRAWINGS. 31. A FIRE PUMP HAS NOT BEEN ACCOUNTED FOR N THIS DESIGN. It IS ASSUMED THAT THE CITY WATER SUPPLY IS CAPABLE OF ADEQUATELY SUPPLYING THE SPRINKLER SYSTEM. THE INSTALLING CONTRACTOR SHALL VERIFY THE NECESSITY OF A FIRE PUMP AND/OR WATER STORAGE TANK AND ALL COSTS ASSOCIATED WITH THE DESIGN AND INSTALLATION OF SUCH SYSTEMS AND WILL NOT BE A PART OF THE INSTALLATION UNLESS PRE-AP=ROVED BY THE ARCHITECT/OWNER AND THE AUTHORITY(S) HAVING JURISDICTION. 38. PROVIDE FREEZE PROTECTION OF SPRINKLER PIPING AS REQUIRED BY THE FIRE MARSHALL TO MAINTAIN AIR TEMPERATURES OF 40 DEGREES FARENHEIT IN WINTER OR INSTALL HEAT TAPE TO MAINTAIN 40 DEGREES FARENHEIT ON PIPING IN WINTER 2'/2" Min 1. Two V x 2" drive screws 2. Wrap around U -hook per NFPA 13 END OF LINE RESTRAINT CONVENTIONAL WOOD FRAMING AUTOMATIC FIRE SPRINKLER RISER ELEV 10'-O' 4 AFF TO OVERHEAD SYSTEM SEE FP3 FOR CONT FLEX C101-G(s) - 4" DIAM PIPE - WATER FLOW SWITCH WIRED BY OTHERS HYD PLACARD (GEPICTM x M05T DWANONG AREA) 6 HEAD CAIS a TAMP SWITCH WIRED BY OTHERS PRESS GAUGE W/ '4113 -WAY TEST VA d 4" FEBCO 805Y DFP ASSEMBLY DEVICE TO BE INSTALLED PER LOCAL FIRE DEPT. DETAIL FOR (VERTICAL) FIRE PROTECTION SYSTEM CI-BCK VALVE LY PRESS GAUGE W/ 14' 3 -WAY TEST V , TAMP 46' TIE RODS (AS MOT>) 6' RETANING GLAND 6" M.J. 90' ELBOW - GONG THRUST BLOCK I ON 4 WAY EQ BRACE GRv'D C IECK VA 21i m x 21i' x 4' BRASS, SINGLE CLAPPER FIRE DEPT CONN W/ NAT STD THROS, BREAKABLE CAPS, 4 BALL DRIP U FM FLOOR FILL SPACE W/ MASTIC OR OTHER APPROVED WATER TIGHT SEALANT " - 32" 0 -DETAIL FOR REFERENCE ONLY - COMPLY WITH LOCAL WATER DISTRICT SPECS FOR BACKFLOW PREVENTION AND LOCAL FIRE DEPT FOR LOCAtION OF FIRE DEPT CONNECTION. 2 i 2.. MAX MAX 14'x 0-111" LAG SCREW P x 1-0 MAX SCHED 40 (REQ'S w' PILOT HOLE) STEEL BRACE PIPE FIG. 980 2'i "x 21/2 "x ;i" BREAK -AWAY SWIVEL SWAY STEEL ANGLE BOLT HEAD BRACE FITTING tHRU BOLT -SIZE PER CALC MAXIMUM LATERAL LOAD 240 L156,0 45' - 60' FROM VERTICAL (NON -THREADED BRACE PIPE) O CONNECTION TO TJL JOIST CHN (LATERAL 4 LONITUDNAL) TJL/TJI JOIST FIG. 130 CLAMP FIG. 126 (46" BOLT, NUT W/ LOCK WASHER) FIG. 58 THREADED SIDE BEAM BRACKET FIG. 100 (46") ttALL THREAD ROD r FIG. 200 ADJUST iRING HANGER O6TJL/TJI CLAMP, ROD t RING �10a� (1 - 2 BRANCHLINES ONLY) r- '/s _ PLYWOOD "T DECK TOLCO FIG. 925A BAR JOIST SWAY BRACE ATTACHMENT TOLCO FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT TOLCO FIG. 20MACE / SWAY BRACE ATTAC+4MENT STEEL PIPE LATERAL BRACE PLAN SYMB LATERAL ECS BRACE MAX SPACING C - PEE MMA D BYEIRNSTALLCATII TOLCO FIG. 825A BAR JOIST SWAY BRACE ATTACHMENT STEEL PIPE LATERAL BRACE TOLCO FIG. 4A PIPE CLAMP FOR SWAY BRAGINGN TOLCO FIG. 910 SWIVEL SWAY BRACE FITTNG TYP. V PLAN SYMB LONGITUDINAL ECS BRACE ONS 11UL�l5U PPE ED BY NNSSPACING R TAALLL Ws TGONTR FIG. 980 SWIVEL MAY BRACE FITTING 1" SCHED 40 BRACE PIPE THRU BOLT - SEE CALC FOR SIZE (NON -THREADED BRACE PIPE) O CONNECTION TO GLULAM (LATERAL 4 LONITUDINAL) GLULAM BEAM FIG. 126 ('/2 "x0-3) LAG BOLT W/ LOCK WASHER _,__-FIG, 58 THREADED SIDE BEAM BRACKET 100 (%") Cx ALL THREAD ROD PLAN SYMBOL 200 ADJUST RING HANGER NOTE: THIS WANGER ALSO USED FOR SUPPORTING PIPES FROM PRE -FAB WOOD TRUSSES AND SOLID WOOD JOISTS. (FASTENERS SHALL BE 1/2" TNRU-BOLTS-PIPES 211/2 "-4") O 13EAM BRACKET, ROID 4 RINC* �pa�p (2'/211 - 4" X -MAINS -PRIMARY) TYPE 1 - FOR 1' - 11/4" PIPE TYPE 2 - FOR 14" - 2" PIPE TOLCO FIG. 25 IS DESIGNED TO BE USED ONLY WITH TOLCO BAND HANGERS FIG. 200 AND 2NFPA TO RESTRAIN THE UPWARD MOVEMENT OF PIPE AS IT OCCURS DURING: SPRINKLER ACTIVATION OR SEISMIC ACTIVITY O FIG. 25 SURGE RESTRAINER 0 0 ( INSTALL ENO OF BRANCHL INES ) TRAPEZE MANGER, ROD 4RING LIU6�O (21/s - 4N CROSS MAINS INTERMEDIATE) ,O REGISTERED TRADEMARK OF TOLCO IS USED FOR PART NO. CLARITY ONLY. �,�1NSTALLNG CONTRACTOR MAY INSTALL HANGER COMPONENTS OF A DIFFERENT 11 19 MANUFACTURER OF EQUAL QUALITY t0 THE ONES DEPICTED ON THIS DRAWING. TYPICAL HANGERS & BRACE CONNECTIONS 1- - A �.► - SPAN OF X -MAIN X -MAIN SECTION TRAPEZE SIZE TYPE MODULUS 3-0 21/111-311 SC44 10 22 3-0 4" SCH 10 26 ^v-^ II 81-1= SECTION MODULUS PER NFPA 13, 1994 (TABLE 2-6.15(b) X -MAN TRAPEZE TRAPEZE SECTION SIZE MATERIAL SIZE MODULUS 21/2"-4" SW 40 PIPE It2" 33 KEYED NOTES OI1'/2" SCHEDULE 40 STEEL TRAPEZE PIPE O36" NUT 4 WASHER OV ALL THREAD ROD O21,211-3" ADJUST. RING HANGER O2V2"-3" SCHEDULE 10 STEEL X -MAIN OPLUMBER'S STRAP - BEND STRAP t0 UNDERSIDE OF CHORD O8d(O-2'/2 ") GOMMCN NAILS O1/8" STEEL STRIP (OR '/2" x 0-1 ATR) WELDED TO END OF TRAPEZE PIPE FOR LATERAL RESTRAINT Scale: 3/16" ARCHITECTS PROJECT Job # 12051 lu\\ ..' . �, �� �'.• is ��:.:_... .•�. Issue Date: 5-21-12 REVISION 02 8-17-12 0 0 0 Restaurant #: XXXX OL V EN P76L-WD UPDATED THRU& HSKP 2010.1 DD2-04-2012 10206 N.) MICHIGAN RD. CARMEL, INDIANA Drawing FIRE SPRINKLER NOTES, LEGEND & DETAILS F P1.11 ABBREVIATIONS MATERIAL LEGEND -� UPRIGHT SPRINKLER ON 1x'/2 OUTLET ADJ. ADJUSTABLE AFF ABOVE FINISHED FLOOR -�- UPRIGHT SPRINKLER ON '/2" OUTLET AHJ AUTHORITY HAVING JURISDICTION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE HIGH TEMP UPRIGHT SPRINKLER AS AUTOMATIC SPRINKLERS A *1E AMERICAN SOCIETY OF MECHANICAL ENGNEERS PENDENT SPRINKLER ON '/2" OUTLET ASR AUTOMATIC SPRINKLER RISER ASTM NG AMERICAN SOCIETY FOR TESTIAND MATERIALS - UPRIGHT SPRINKL ER ON SPRIG ATR ALL THREAD ROD --�- STANDARD PENDENT SPRINKLER AUX. AUXILIARY AV ALARM VALVE- SEMI -RECESSED PENDENT SPRINKLER AWS AMERICAN WELDING SOCIETY BM BELOW BEAM --�I(-- DRY PENDENT SPRINKLER BD BELOW DECK BFP BACK FLOW PREVENTOR SIDEWALL SPRINKLER BFV BUTTERFLY VALVE MJ BELOW JOIST _T SEMI RECESSED SIDEWALL SPRINKLER ML BRANCH LINE BLDG BUILDING f -o NSP. TEST BOR BASE OF RISER 1-0 A,IX. DRAIN BR BRASS CH CHROME ELEC. SELL CI CAST IRON CL CENTERLNE WATER MOTOR GONG COJ CUT ON JOB COL COLUMN FLOW SWITCH CONC CONCRETE !9 AUTO OPKR RISER CPLG COUPLING GPVG CHLORINATED POLYVINYL CHLORIDE PIPE 4 AFF CSP COMBINATION STANDPIPE CSR COACH SCREW ROD -26" PIPE 4 BELOW ROOF/PLOOR DECK CTR CENTER CV CHECK VALVE O FABRICATION LNE i DCV DETECTOR CHECK VALVE MAIN • PI DUCTILE IRONA-1 FABRICATION ON DSP DOWN DRY STANDPIPE -r THREADED TEE E EXISTING THREADED 90 EL EC EXTENDED COVERAGE EFS ENGINEERED FIRE SYSTEMS THREADED 45 EL ELEV ELEVATION ELM ELBOW FITTING THREADED UNION EQB EARTHQUAKE BRACE EXP EXPOSED THREADED COUPLING FLG FDG FLANGED FIRE DEPARTMENT CONNECTION CsROOVED TEE FH FIRE HYDRANT GROOVED 90 EL PHO FIRE HOSE CABINET F 4V FIRE HOSE VALVE 4�& GROOVED 45 EL FLR FLOOR FM FACTORY MUTUAL RESEARCH $ RIGID GROOVED COUPLING FOW FACE OF WALL FP FIRE PROTECTION THREADED ELEV: CHANGE UPS WATER FLOW SWITCH -90GROOVED ELEV. CHANGE FT FOOT FTO FIELD TO ORDER COVED CAP GRV'D GROOVED GA GAUGE THREADED CAP GALV GALVANIZED GB GLASS BULB 0 STANDPIPE GOE GROOVE ONE END GOL GROOVE -O -LET 40 COMBINATION STANDPIPE GPM GALLONS PER MINUTE GRC GROOVED REDUCING COUPLING MAIN PIPING GV GATE VALVE BRANCH LINE PIPING: HDI HILT[ DROP-IN ANCHOR HSW HORIZONTAL SIDEWALL EXIST BRANCH LINE PIPING HT HEIGHT Hv HOSE VALVE EXIST BRANCH LINE PIPING ID INSIDE DIAMETER LW LIGHT WALL PIPE NEW FIRE LINE PIPNG MECH MECHANICAL MJ MECHANICAL JOINT EXIST FIRE LINE PIPING MRA MOST REMOTE AREA MT MECHANICAL TEE -f- HANGER NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIG NOT IN CONTRACT 31(2-0) HANGER " (ROD LENGTH) NO NPT NUMBER NATIONAL PIPE THREAD � LATERAL EQBRACE NTS NOT t0 SCALE 4 -WAY EQ BRACE OC ON CENTER OD OUTSIDE DIAMETER LONGITUDINAL EQ BRACE OH ORDINARY HAZARD OS4Y OUTSIDE SCREW 4 YOKEc5 FIRE HYDRANT PE PLAN END PIV POST INDICATOR VALVE AIN STD WALL FOC PL PROPERTY LINE POC PONT OF CONNECTION � FLUSH WALL FDC PRV PRESSURE REGULATING VALVE PS PRESSURE SWITCH _11 SINGLE SNOOT FDC PSI POUNDS PER SQUARE INCH 4b" FDC PVC POLYVINYL CHLORIDE YARD OR QUICK RESPONSE 1-29FIRE HOSE VALVE RES RESIDENTIAL RN RISER NIPPLE =1 FIRE HOSE RACK Sm SIDE BEAM BRACKET SCH SCHEDULE F[RE HOSE CAB SWT SHEET SP STANDPIPE 0 GATE VALVE. SPKR SPRINKLER SQ SQUARE ALARM VALVE SSP STANDARD SPRAY PENDENT SSU SSU STANDARD SPRAY UPRIGHT DRY PIPE VALVE SW SWITCH T THREAD DELUGE VALVE TEE TEE FITTNG TLW THREADED LIGHT WALL OWING CHECK VALVE TOE THREAD ONE END TOR TOP OF RISER CED -L BUTTERFLY VALVE TW THIN WALL oS4Y GATE VALVE TYP TYPICAL UBC UNIFORM BUILDING CODE ){-. POST INDICATOR VALVE UFC UNIPORIM FIRE CODE UG UNDERGROUND WALL POST INDICATOR VALVE UL UNDERWRITERS LABORATORIES LINO UNLESS NOTED OTHERWISE T GLOBE VALVE VALVE VALVE VOW VERTICAL SIDEWALL 12 HYDRAULIC REFERENCE NODE WMG WATER MOTOR 4 GOWS WOL WELD -O -LET 12 PIPE SEC41ENT WSP WET STANDPIPE WTR WATER } WATER FLOW DIRECTION 2'/2" Min 1. Two V x 2" drive screws 2. Wrap around U -hook per NFPA 13 END OF LINE RESTRAINT CONVENTIONAL WOOD FRAMING AUTOMATIC FIRE SPRINKLER RISER ELEV 10'-O' 4 AFF TO OVERHEAD SYSTEM SEE FP3 FOR CONT FLEX C101-G(s) - 4" DIAM PIPE - WATER FLOW SWITCH WIRED BY OTHERS HYD PLACARD (GEPICTM x M05T DWANONG AREA) 6 HEAD CAIS a TAMP SWITCH WIRED BY OTHERS PRESS GAUGE W/ '4113 -WAY TEST VA d 4" FEBCO 805Y DFP ASSEMBLY DEVICE TO BE INSTALLED PER LOCAL FIRE DEPT. DETAIL FOR (VERTICAL) FIRE PROTECTION SYSTEM CI-BCK VALVE LY PRESS GAUGE W/ 14' 3 -WAY TEST V , TAMP 46' TIE RODS (AS MOT>) 6' RETANING GLAND 6" M.J. 90' ELBOW - GONG THRUST BLOCK I ON 4 WAY EQ BRACE GRv'D C IECK VA 21i m x 21i' x 4' BRASS, SINGLE CLAPPER FIRE DEPT CONN W/ NAT STD THROS, BREAKABLE CAPS, 4 BALL DRIP U FM FLOOR FILL SPACE W/ MASTIC OR OTHER APPROVED WATER TIGHT SEALANT " - 32" 0 -DETAIL FOR REFERENCE ONLY - COMPLY WITH LOCAL WATER DISTRICT SPECS FOR BACKFLOW PREVENTION AND LOCAL FIRE DEPT FOR LOCAtION OF FIRE DEPT CONNECTION. 2 i 2.. MAX MAX 14'x 0-111" LAG SCREW P x 1-0 MAX SCHED 40 (REQ'S w' PILOT HOLE) STEEL BRACE PIPE FIG. 980 2'i "x 21/2 "x ;i" BREAK -AWAY SWIVEL SWAY STEEL ANGLE BOLT HEAD BRACE FITTING tHRU BOLT -SIZE PER CALC MAXIMUM LATERAL LOAD 240 L156,0 45' - 60' FROM VERTICAL (NON -THREADED BRACE PIPE) O CONNECTION TO TJL JOIST CHN (LATERAL 4 LONITUDNAL) TJL/TJI JOIST FIG. 130 CLAMP FIG. 126 (46" BOLT, NUT W/ LOCK WASHER) FIG. 58 THREADED SIDE BEAM BRACKET FIG. 100 (46") ttALL THREAD ROD r FIG. 200 ADJUST iRING HANGER O6TJL/TJI CLAMP, ROD t RING �10a� (1 - 2 BRANCHLINES ONLY) r- '/s _ PLYWOOD "T DECK TOLCO FIG. 925A BAR JOIST SWAY BRACE ATTACHMENT TOLCO FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT TOLCO FIG. 20MACE / SWAY BRACE ATTAC+4MENT STEEL PIPE LATERAL BRACE PLAN SYMB LATERAL ECS BRACE MAX SPACING C - PEE MMA D BYEIRNSTALLCATII TOLCO FIG. 825A BAR JOIST SWAY BRACE ATTACHMENT STEEL PIPE LATERAL BRACE TOLCO FIG. 4A PIPE CLAMP FOR SWAY BRAGINGN TOLCO FIG. 910 SWIVEL SWAY BRACE FITTNG TYP. V PLAN SYMB LONGITUDINAL ECS BRACE ONS 11UL�l5U PPE ED BY NNSSPACING R TAALLL Ws TGONTR FIG. 980 SWIVEL MAY BRACE FITTING 1" SCHED 40 BRACE PIPE THRU BOLT - SEE CALC FOR SIZE (NON -THREADED BRACE PIPE) O CONNECTION TO GLULAM (LATERAL 4 LONITUDINAL) GLULAM BEAM FIG. 126 ('/2 "x0-3) LAG BOLT W/ LOCK WASHER _,__-FIG, 58 THREADED SIDE BEAM BRACKET 100 (%") Cx ALL THREAD ROD PLAN SYMBOL 200 ADJUST RING HANGER NOTE: THIS WANGER ALSO USED FOR SUPPORTING PIPES FROM PRE -FAB WOOD TRUSSES AND SOLID WOOD JOISTS. (FASTENERS SHALL BE 1/2" TNRU-BOLTS-PIPES 211/2 "-4") O 13EAM BRACKET, ROID 4 RINC* �pa�p (2'/211 - 4" X -MAINS -PRIMARY) TYPE 1 - FOR 1' - 11/4" PIPE TYPE 2 - FOR 14" - 2" PIPE TOLCO FIG. 25 IS DESIGNED TO BE USED ONLY WITH TOLCO BAND HANGERS FIG. 200 AND 2NFPA TO RESTRAIN THE UPWARD MOVEMENT OF PIPE AS IT OCCURS DURING: SPRINKLER ACTIVATION OR SEISMIC ACTIVITY O FIG. 25 SURGE RESTRAINER 0 0 ( INSTALL ENO OF BRANCHL INES ) TRAPEZE MANGER, ROD 4RING LIU6�O (21/s - 4N CROSS MAINS INTERMEDIATE) ,O REGISTERED TRADEMARK OF TOLCO IS USED FOR PART NO. CLARITY ONLY. �,�1NSTALLNG CONTRACTOR MAY INSTALL HANGER COMPONENTS OF A DIFFERENT 11 19 MANUFACTURER OF EQUAL QUALITY t0 THE ONES DEPICTED ON THIS DRAWING. TYPICAL HANGERS & BRACE CONNECTIONS 1- - A �.► - SPAN OF X -MAIN X -MAIN SECTION TRAPEZE SIZE TYPE MODULUS 3-0 21/111-311 SC44 10 22 3-0 4" SCH 10 26 ^v-^ II 81-1= SECTION MODULUS PER NFPA 13, 1994 (TABLE 2-6.15(b) X -MAN TRAPEZE TRAPEZE SECTION SIZE MATERIAL SIZE MODULUS 21/2"-4" SW 40 PIPE It2" 33 KEYED NOTES OI1'/2" SCHEDULE 40 STEEL TRAPEZE PIPE O36" NUT 4 WASHER OV ALL THREAD ROD O21,211-3" ADJUST. RING HANGER O2V2"-3" SCHEDULE 10 STEEL X -MAIN OPLUMBER'S STRAP - BEND STRAP t0 UNDERSIDE OF CHORD O8d(O-2'/2 ") GOMMCN NAILS O1/8" STEEL STRIP (OR '/2" x 0-1 ATR) WELDED TO END OF TRAPEZE PIPE FOR LATERAL RESTRAINT Scale: 3/16" ARCHITECTS PROJECT Job # 12051 lu\\ ..' . �, �� �'.• is ��:.:_... .•�. Issue Date: 5-21-12 REVISION 02 8-17-12 0 0 0 Restaurant #: XXXX OL V EN P76L-WD UPDATED THRU& HSKP 2010.1 DD2-04-2012 10206 N.) MICHIGAN RD. CARMEL, INDIANA Drawing FIRE SPRINKLER NOTES, LEGEND & DETAILS F P1.11 I SPRINKLER LOCATIONS I 2' ""' CENTER SPRINKLER IN THE 2' DIRECTION AND AND QUARTER POINTED IN THE 4' DIRECTION IN ALL 2'x 4' CEILING TILES (ALL FINISHED PENDENT SPRINKLERS) ,...........i.• CENTER SPRINKLER IN BOTH DIRECTIONS IN ALL 2' x 2' CEILING TILES (ALL FINISHED PENDENT SPRINKLERS) MINIMUM LATERAL DIMENSION FROM RECESSED CEILING FIXTURES, WHEREVER POSSIBLE. FOR PURPOSE OF CLARITY, NOT ALL FIXTURES SHOWN (ALL FINISHED PENDENT SPRINKLERS) MINIMUM LATERAL DIMENSION FROM SURFACE MOUNTED LIGHT FIXTURES (ALL CONCEALED N AND RECESSED PENDENT SPRINKLERS) •O MINIMUM LATERAL DIMENSION FROM SURFACE MOUNTED LIGHT FIX. URES (ONLY FINISHED PENDENT SPRINKLERS W/ STANDARD 2 -PCE ESCUTCHEONS) GENERAL NOTES REFER TO ARCHITECTURAL PLANS "REFLECTED CEILING PLAN" AND "ROOM FINISHED SCHEDULE" FOR ALL CEILING INFORMATION. SPRINKLER HEADS SHOWN IN FINISHED CEILINGS SHALL BE INSTALLED AS DETAILED IN THE SPRINKLER LOCATION DETAIL ABOVE - FIRE SPF'_INKLER CONTRACTOR SHALL FEILD VERIFY ALL CEILING ARRANGEMENTS AS DEPICTED IN THESE PLANS AND MAKE ALL NECESSARY ADJUSTMENTS IN FINAL SHOP DRAWINGS AND PRIOR TO FABRICATION TO ENSURE PROPER INSTALLATION METHODS AND PROCEDURES. MATERIAL LEGEND 2'x 4' SUSPENDED ACOUSTIC TILE CEILING AT 9'-6" AFF UNLESS NOTED OTHERWISE. .....................----------- FINISHED GYPSUM BOARD CEILING A 8'-0" AFF UNLESS NOTED OTHERWISE. CEILING HEIGHT AFF ELECTRICAL EQUIPMENT - SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. CEILING ACCESS PANEL 00019(moo FIRE SPRINKLERS -SEE SPRINKLER HEAD LEGEND SHOWN ON PIPING PLANS . ......... . ` HVAC EQUIPMENT - SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION - NON RATED FULL HEIGHT PARTITION WALL - 2x6 WOOD STUDS W/ 5/8" TYPE 'X' GYPBD - SEE ARCH DRWGS FOR ADDITIONAL INFORMATION. 1 -HR FIRE RATED CORRIDOR WALL PER CBC TABLE 7-13, 17-1.3 Wl 20 MIN. OPENINGS - SEE ARCH DRWGS FOR ADDITIONAL INFORMATION. ARCHITECTS PROJECT Job # 12051 Issue Date: 5-21-12 REVISION _ 5-17-12 0 Restaurant #: XXXX OL V JE EN P76L-WD UPDATED THRU*h� HSKP 2010.1 DD2-04-2012 10206 N.) MICHIGAN RD. CARMEL, INDIANA Drawing FIRE SPRINKLER CEILING PIPING PLAN FP2el Scale. 3/16" AUTOMATIC FIRE SPRINKLER SYSTEM - OVERHEA ® PIPING PLAN AUTOMATIC FIRE SPRINKLER SYSTEM - OVERHEAD PIPING PLAN MANSARD ROOF PIPING WE �O -o 0 WE -o MANSARD ROOF PIPING I F°IeOvIDE ANTI -FREEZE SYSTEM FOR ALL AREAS SUBJECT TO FMEZING 5 TOWER ROO I 3 F PIPING Scale: 3/16" = 1'-01 ARCHITECTS PROJECT Job # 12051 "' FIRE SPRINKLER HEAD LEGEND SYM MAKE MODEL TYPE FINISH THREAD ORIFICE "K" TEMPT QTY ESCUTCHEON Qo * * QRSSU BRA '/z '/ '"� 200 53 a 0 * * QRSSU BRA Y % * 200 29 MCONCBRA Q * * QRSSP BRA Y Y * 155 36 x * * QRSSP BRA '/2 Y * 155 15 401 BRA .4 * * QRSSP BRA '/z '/ * 155 2 REC WHT d * * QRHSW BRA '/2 Y * 155 3 • * * QRSSP CHR '/2 '/ * 155 32 REC WHT jv * * QRSSDP CHR Y Y * 200 2 401 WHT 0 * * QRSSDP CHR '/z Y * 200 4 401 CHR * SELECTION BY SPRINKLER CONTRACTOR TOTAL THIS SHEET: 176 NOTES: 1. TOTAL DOES NOT INCLUDE REQUIRED SPRINKLERS IN SPARE HEAD CABINET. 2. THIS SYSTEM REQUIRES A 6 HEAD CABINET. 3. CONC - CONCEALED, REC - RECESSED, 401 - STAND 2 -PCE, CHR - CHROME, BRA - BRASS 4. QRSSU - QUICK RESP/STAND SPRAY UPRIGHT 5. QRSSP - QUICK RESP/STAND SPRAY PENDENT 6. QRSSDP - QUICK RESP/STAND SPRAY DRY PENDENT 7. *QRHSW* - INSTALL DRY HORIZ. SIDEWALL TYPE WHERE SUBJECT TO FREEZING TEMPERATURES. 8. *155*- INSTALL 200' TEMP WHERE SUBJECT TO CEILING TEMPERATURES 100. OR MORE. 9. QRSSP * - INSTALL DRY HORIZ. PENDENT TYPE WHERE SUBJECT TO FREEZING TEMPERATURES. Scale: 3/16" = 1'-01 ARCHITECTS PROJECT Job # 12051 "' : ;_ ' 1�ml 0111, : ,. N, IN G� o � � o . z a Z) U) Z Issue Date: 5-21-12 REVISION 0 02 8-17-12 0 0 0 0 0 0 Restaurant #: XXXX OLV EN P76L-WD) UPDATED THRUe HSKP 2010.1 DD2-04-2012 10206 N. MICHIGAN RD. CARMEL, INDIANA Drawing HIGH/LOW ROOF PIPING PLANS FP3el - __ - - - - - - - - __ - - - - - A__ I �,­ "', .... .. .... ---, "" I" � (2,7\',,,, 'I--- ..... , I '11- - , , I, ... , ,,, " "I .. \, " , .. 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I ......... . ...... _. ___ ___ - __ - __ __ - - - =_ __ IARCHITECTS PROJECT � Job # 12051 "Y R "' � , �C N R t, ,' ' ,,, 'EIRl'i" KUL, ,,,, � 4`1� , A ", �` \>� i. i Vi � iI k "I', ", "' 'D 0 "EiN \S A" I I FN \"",�\�\11'�,�,\�,",'�'k,�,�,"S AN ."I'm, I ON - " " 1-11" ­�, "," " , ," k -E, 11 ,I,\, X'Ai \PRE, AW) N01,"],"If T\�,E ,>', ,,,,,,-,,,, ma ti �, n k , �,�­Tin /'\',,,',,','\\�\',,,',",'\",' 0,k- A'NY , " "Lo"", , � , 1`� " 11 AN "I'M I, "'I"'N"k, SIN)"N" , EIWI�'11111ps, �WINI�"SSXN\_ ellk'� "'�\�isc��,,�l""I�""Ik",\\Ik\"�"k"'S 'E'ERI\,"IN1�1E , E"'EC111 NINK', Qx�, FA\\\M',0A`i'iNG , NY k 11"'INN 0 � S I i"' I - � �WkN -- 00 NN, T S(\,Ai,_`- ',,1' -,E ' AA N' � N'G,S Issue Date: 5-21-12 REVISION - A A� 8-17-12 A ZL - A - A - A I I Restaurant #: xxxx I 01 ..... 1,,!��,,1111] GAR N v P 76 L - WD UPDATED THRU& HSKP 2010.1 DD2-04-2012 & 10206N. MICHIGAN RD. CARMEL, INDIANA Drakng FIRE SPRINKLER BUILDING SECTIONS FP4el� SECTION 15050 FIRE SPRINKLER SYSTEM Part 1.00 General 1.01 DESCRIPTION A. The fire sprinkler system work includes, but is not limited to, the following 1. Furnish and install complete, operable fire sprinkler system, with all related items. System shall be designed, fabricated and installed by a firm regularly engaged in this type of work and employing those skilled in the work involved. 2. Systems shall be in accordance with the applicable standards of the National Fire Protection Association (N.F.P.A.) and requirements of any state & local authorities having jurisdiction. B. DESIGN CRITERIA: The Fire Sprinkler Contractor shall design and install a complete engineered fire sprinkler system to serve the facility in complete compliance with applicable regulations. The systems shall be a hydraulically calculated system designed in accordance with the latest issue of NFPA Bulletin 13 and shall comply with all local codes and state regulations. Care shall be taken to assure required protection of exposed and concealed spaces. Shop drawings shall be submitted to and approved by the Local Authorities and the Owner's insuring authority before submittal for approval and installation. C. WATER SERVICE: This contractor shall extend water service from utility lines as shown and required. The contractor shall include all costs of water mains, taps, valving and other required installation accessories. Water service shall be run into the building using piping material compatible with existing utility lines as allowed by local code and installed in accordance with the regulatory authorities and assembled in accordance with manufacturer's published instructions. 1.02 SPECIAL NOTICE A. Each contractor shall read all relevant documents, become familiar with the job, scope of work, type of general construction, and the architectural, structural, mechanical and electrical drawings and specifications. Each contractor shall also familiarize himself with the purpose for which these documents have been prepared and shall become cognizant of all the details involved. Each contractor shall coordinate his work with that of others. B. The term "contractor" used in this section of the specification shall mean the contractor whose work is covered by this section. C. When the term "Engineer" is used in this section of the specification, it shall mean the consulting mechanical engineer. 1.03 SUBMITTALS: A. Submit for approval, the Fire Sprinkler Plan to the authorities having jurisdiction. Submit approved copies to the Architect/ Engineer of Record, complete shop drawings of the entire Fire Protection System before starting work. Part 2.00 Products 2.01 GENERAL A. All materials and devices essential to the successful operation of the Fire Sprinkler System shall be UL listed with the exception of steel pipe. Steel pipe shall conform to latest Edition of NFPA 13. Backflow preventers shall be US listed or classified. 2.02 FIRE DEPARTMENT CONNECTION A. Provide flush brass -bodied 2 -way connection with hose threads, drain, brass inlet caps with chains as approved by local fire jurisdiction. 2.03 AUTOMATIC SPRINKLERS A. Assemblies shall be as specified on the fire sprinkler proto drawings. Provide same or approved equal. B. The manufacturer shall warrant assemblies for years against defects in material and workmanship. Temperature rating of sprinkler shall be based on the maximum ambient temperature of the environment in which it is installed. C.Listed corrosion -resistant sprinklers shall be installed in locations where chemicals, moisture or other corrosive vapors sufficient to cause corrosion of such devices exist. 2.04 BACKFLOW ASSEMBLY 2.05 ACCESSORIES: A. Provide alarm bells, valves, drains, flow switches, and all other items required for a complete system. B. Provide permanently marked, waterproof metal or rigid plastic identification signs or placards secured with corrosion -resistant chain at all valves. Part 3.00 Execution 3.01 INSTALLATION A. General: Installation of the private service main shall conform to local requirements and shall be in accordance with requirements of Section 02190, Sitework/ Excavation and Section 15400, Plumbing of the specifications. B. Protection: Underground piping cover shall be measured from top of pipe to finished grade with due consideration given to future or final grade and nature of soil. Top of pipe shall be no less than one foot below local frost line. Minimum cover shall be 3 feet below pavements. No piping shall run under buildings except for fire service main shall be permitted to enter the building adjacent to the foundation. Back filling which shall be tamped in layers to prevent lateral movement or settlement and shall contain no ashes, cinders, refuse, organic, corrosive, or frozen materials. In trenches cut through rock, tamped granular backfill shall be provided a minimum of 6 inches under and around piping with a minimum of 2 feet of granular cover. C. Contamination: All system components shall be free of rust and other contaminants and clean inside and out. D. System Entrance: Installation of the riser and trim for all its components shall be as compact as possible to conserve floor space. E. Fire Department Coordination: No exterior component of the Fire Sprinkler System shall be located within any fenced or walled area and shall be readily visible from the parking lot. Coordinate the locations of the fire department connection and exterior alarm device with the local fire jurisdiction and Architect of Record. F. Piping: Design layout shall allow for suitable drainage. Installation shall be coordinated with all other items in the construction and shall not obstruct lights, air outlets, dampers, valves, access doors and other items requiring access. Piping in areas having ceilings shall be concealed. Piping may be exposed elsewhere but kept as high as possible with all consideration for the Prototype plan layout. Piping passing through walls, floors and other building components must be sleeved. Piping penetrating finished spaces shall be fitted with chrome split -ring escutcheons. Sleeves shall be patched and sealed as required to maintain fire ratings where applicable. Install flow switches, tamper switches, alarms and any other required electrical components within the piping system. Coordinate with Architect of Record for locations of inspector's test and main drain discharge points to ensure visibility, access, and hard surface to receive and direct water to pavement for drainage. G.Cutting: All openings for piping should be anticipated and indicated on the approved shop drawings. Any additional cutting or openings must have the written approval of the Architect of Record. H. Access: Install hinged access panels for access to valves or similar operable components concealed in finished areas. Label panel door with identity of item concealed. I. Sprinklers: Installation and location of sprinklers shall be coordinated with all other items in the construction and shall not obstruct lights, air outlets, access doors and other items requiring access. Sprinklers at finished ceilings shall form a symmetrical pattern carefully integrated into the ceiling layout as shown on approved drawings. Provide proper protection of automatic sprinklers. Sprinklers that have had paint applied to them, by other than the sprinkler manufacturer, or otherwise damaged, shall be replaced with new listed sprinklers of the same orifice size, thermal response, and water distribution. Furnish and install, in close proximity to system riser, an emergency cabinet containing a minimum of two sprinklers of all types and ratings used in the system and one head wrench for each head type. 3.02 TESTING, INSPECTION AND ACCEPTANCE A. Flushing: Underground, or other water supply piping, shall be completely flushed before connections is made to downstream fire sprinkler system piping. The flushing operation shall be continued for a sufficient time to ensure thorough cleaning. Minimum rate of flow shall be not less than the hydraulically calculated water demand rate of the system, including any hose requirements, the flow necessary to provide a velocity of 10 feet per second or the maximum flow rate available to the system under fire conditions. B. System test: Purge system of air prior to filling with supply water. After completion of the installation, the entire system shall be tested and inspected to meet the approval of the authorities having jurisdiction. A contractor's material and test certificate should be completed in accordance with NFPA 13. C. Fire Department Connection: Inspect for visibility and accessibility. Firmly secure caps to resist casual vandalism. Verify that swivels have freedom of movement, hose threads are clean and in good condition, and that the check valve in the connection piping is not obstructed or leaking. D. System drainage: Verify exterior discharge points of main drain and inspector's test station for visibility, access and hard surface for conveying disch E. System documentation: Complete hydraulic design placard information and affix to system riser. Complete all component identification signage. Collect system documentation, including, but not limited to, approved shop drawings, hydraulic calculations, material and test certificates and acceptance letters. Insert all documents in holder. L4 l N v zJ. ARCHITECTS PROJECT Job # 12051 cc'le :J oc Issue Date: 5-21-12 REVISION 02 8-17-12 0 Restaurant #: XXXX OLLVE EN P76L-WD UPDATED THRUe HSKP 2010.1 DD2-04-2012 10206 N. MICHIGAN RD. CARMEL, INDIANA Drawing FIRE SPRINKLER SPECIFICATIONS FPS1 1. ALL WORK AND EQUIPMENT SHALL CONFORM WITH THE INDIANA BUILDING AND MECHANICAL CODES. 2. ALL FIELD CONDITIONS AND JOB SITE DIMENSIONS ARE TO BE VERIFIED PRIOR TO THE COMMENCEMENT OF WORK 3. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES. 4. THE LOCATION OF ALL ROOF PENETRATIONS SHALL BE COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. THE LOCATIONS OF ALL GEILING DIFFUSERS, GRILLES, AND REGISTERS SHALL BE COORDINATED WITH THE REFLECTED CEILING PLAN AND LIGHTING PLAN. 6. ALL APPLIANCES SHALL COMPLY WITH THE STATE APPLIANCE EFFICIENCY STANDARDS. 1. EACH H.VA.C. SYSTEM SHALL BE EQUIPPED WITH AT LEAST ONE AUTOMATIC DEVICE TO SETBACK OR SHUTOFF THE SYSTEM DURING PERIODS OF NON-USE OR ALTERNATE USE OF THE BUILDING SPACES OR ZONES SERVED BY THE SYSTEM. 6. AIR HANDLING DUCT SYSTEMS SHALL BE CONSTRUCTED, INSTALLED, SEALED, AND INSULATED AS PROVIDED IN THE MECHANICAL CODE AND ENERGY STANDARDS. ELECTRICAL CONTRACTOR: 1. 5YM50L5: LINE VOLTAGE WIRING ( BY ELECTRICAL CONTRACTOR ). 24V CONTROL WIRING ( BY ELECTRICAL CONTRACTOR ). OITEMS FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR M ITEMS FURNISHED BY A/C CONTRACTOR AND INSTALLED BY E ELECTRICAL CONTRACTOR. OITEMS FURNISHED AND INSTALLED BY A/C CONTRACTOR. 2. FURNISHED AND INSTALLED ALL LINE AND 24V WIRING AND CONDUIT INCLUDING FINAL CONNECTIONS. 3. THERMOSTATS AND SENSORS TO BE MOUNTED 4'-0" ABOVE FINISHED FLOOR (UNLESS NOTED OTHERWISE). 4. FURNISH AND INSTALL ALL SWITCHES, MAGNETIC STARTERS, RELAYS, CIRCUIT BREAKERS, DISCONNECT SWITCHES, AND TIMECLOCKS. 5. THE FINAL CONNECTIONS TO EQUIPMENT TO BE FLEXIBLE CONDUIT ( SEALTITE OR EQUAL ). 6. THE WIRING DIAGRAMS ARE SCHEMATICS, INTENDED TO SHOW SEQUENCE AND METHOD OF OPERATION. ALL ELECTRICAL WORK TO COMPLY WITH ALL LOCAL AND STATE CODES. GENERAL CONTRACTOR: I. PROVIDE ALL NECESSARY EQUIPMENT CURBS, RUNNERS, AND PLATFORMS. 2. PROVIDE ALL NECESSARY ROOFING, PATCHING, CUTTING, RATED SHAFTS, AND FURRNGS. 3. SIZE AND LOCATIONS OF ALL PENETRATIONS TO BE COORDINATED WITH A/C CONTRACTOR PLUMBING CONTRACTOR: 1. PROVIDE ALL NECESSARY DRAINS, GAS, CONDENSATE DRAINS WITH TRAPS, MAKE-UP WATER, INCLUDING FINAL CONNECTIONS. I. ALL A/C OSA INTAKES MUST BE A MINIMUM OF 10'-0" AWAY FROM ANY TOILET OR KITCHEN HOOD EXHAUST DISCHARGE, f LLM LNG OR APPLIANCE VENT ( OR Y-0" MIN. BELOW APPLIANCE VENT ). 2. ALL DUCTWORK TO CONFORM TO CITY AND/OR SMACNA. STANDAR05. 3. ALL TRANSVERSE JOINTS TO BE SEALED WITH MASTIC TAPE. 4. ALL SUPPLY AND RETURN AIR DUCTWORK EXPOSED TO WEATHER ( OR IN EQUIPMENT ROOM ) TO BE LINED WITH 1 1/2" THICK 15 LB/FT.3 DENSITY FIBERGLASS INSULATION. 5. ALL SUPPLY AND RETURN AIR DUCTWORK IN CONCEALED SPACES TO BE WRAPPED WITH 2" THICK 0.15 LB/FT.2 DENSITY FIBERGLASS INSULATION. JOINTS TO OVERLAP 3" MINIMUM. 6. FINAL CONNECTIONS TO ALL SUPPLY GRILLES, REGISTERS, AND DIFFUSERS TO BE 5'-0" OF VINYL LINED DUCT. RETURN DEVICES SHALL BE CONNECTED BY HARP PIPED. 1. MANUAL VOLUME DAMPERS OR ADJUSTABLE EXTRACTORS TO BE INSTALLED IN ALL BRANCH TAKE -OFFS. ALL DAMPERS ARE TO HAVE LOCKING QUADRANTS. 8. APPROVED FIRE DAMPERS TO BE INSTALLED IN ACCORDANCE WITH ALL STATE AND LOCAL CODES, IF REQUIRED. 9. ALL AIR CONDITIONING UNITS TO BE FURNISHED WITH MAINTENANCE MANUALS, TAGS, AND SCHEDULES. 10. AUTOMATIC TEMPERATURE CONTROL DEVICE FOR REGULATION OF SPACE TEMPERATURE SHALL BE CAPABLE OF BEING SET FROM 55' TO 85' F. AND HAVE THE ABILITY TO OPERATE THE HEATING AND THE COOLING IN SEQUENCE. CONTROL SHALL BE ADJUSTABLE TO PROVIDE 10'F. BETWEEN FULL HEATING AND FULL COOLING AND HAVE A CAPABILITY OF TERMINATING ALL HEATING AT A TEMPERATURE NO MORE THAN 10'F. AND COOLING AT A TEMPERATURE OF NOT LESS THAN 18' F. ALSO, WITH A LOCKING; COVER AND KEY. 11. ALL GAS FIRED HEATING EQUIPMENT SHALL BE " Ilp " (PILOTLESS) TYPE. 12. A MAINTENANCE MANUAL SHALL BE PROVIDED FOR THE OWNER ON ALL MECHANICAL EQUIF'MENT. 13. ALL DUCTWORK EXCEPT FINAL CONNECTIONS TO SUPPLY GRILLES, TO BE OF RIGID CONSTRUCTION. 14. PAINT IN511DE ALL DUCTS V1515LE THRI GRILLES FLAT BLACK 15. DUCT DIMENSION 15 CLEAR INSIDE SIZE, CONTRACTOR TO INCREASE SIZE OF DUCT TO ACCOMMODATE LINING. 16. RETURN AIR SMOKE DETECTORS SHALL RE CONNECTED BY THE SECURITY/FIRE ALARM CONTRACTOR 11. ALL LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS OF SUPPLY, RETURN AND RETURN OUTDOOR (MAKE-UP) AIR SHALL BE SECURELY FASTENED 4 SEALED W/ GASKETS, MASTIGS (ADHESIVES), MASTIC -PLUS -EMBEDDED -FABRIC SYSTEMS OR TAPES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS. Is. KITCHEN HOOD EXHAUST FANS, MAKE-UP AIR UNIT AND ROOFTOP UNIT FAN OPERATIONS SHALL BE INTERLOCKED TO START WHEN COOKING EQUIPMENT IS ENERGIZED AND SHALL RUN SIMULTANEOUSLY, THE MAKE-UP AIR UNIT AND ROOFTOP UNIT FAN OPERATION SHALL SHUT DOWN WHEN THE HOOD FIRE SUPPRESSION SYSTEM IS ACTIVATED. THE KITCHEN HOOD SHALL BE EQUIPPED WITH A DUCT COLLAR TEMPERATURE SENSOR TO ENERGIZE THE ABOVE. THE HOOD DUCT SENSORS SHALL BE FACTORY MOUNTED WITH THE CONTROL PANEL IN HOOD COORDINATE CONDUIT FOR THE WIRING FROM THE DUCT SENSORS BACK TO THE CONTROL PANEL WITH THE ELECTRICAL CONTRACTOR SPECIAL AIR BALANCING NOTE: THE AIR BALANCING CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO THE MAKE-UP AIR QUANTITIES AND VELOCITIES FOR THE MAKE-UP AIR PLENUMS AT EACH HOOD. THE AMOUNT OF AIR TO BE PROVIDED TO EACH MAKE-UP AIR CONNECTION 15 INDICATED IN THE NOTES ON THE HVAC FLOOR PLAN DRAWING, SHEET Ar -3.1 AND THE 44001D INFORMATION DRAWINGS, SHEET AC5.1. THE OPTIMAL MAKE-UP AIR VELOCITY, FROM THE PLENUM, IS 110 FPM WITH A MAXIMUM VELOCITY OF 200 FPM. THE BALANCING CONTRACTOR SHALL ALERT THE DARpEN CONSTRUCTION MANAGER FOR FURTHER INSTRUCTIONS IF THE AFOREMENTIONED AIR QUANTITIES AND VELOCITIES ARE NOT ATTAINABLE. EL= 5 FAN CURB _ I - - OFFSET IN CLG. SEE PLAN IS" MIN (16 GA S/S) TRUSS JOIST SOLDER DUCT ALL AROUND ANGLE DUCT SUPPORT 10" X 10" EXH. DUCT UP FROM HOOD (16 GA 5/5) FIN. CEILING 16 GA 5/5 EXTENSION PANT LEG HOOD 18 GA 5TAINLE55 STEEL 6"X22" EACH SIDE DISHWASHER FIN. FLR 'MIN. 14 GA COLLAR UP - TO CEILING 14 GA 5/5 ANGLE - WELDED TO HOOD (TYP. AT EACH SIDE) NOTE: PANT LEG HOOD EXTENSIONS AND COLLAR FURNISHED W/ EQUIPMENT INSTALLED BY MECHANICAL CONTRACTOR EXHAUST FAN CANT. STRIP ROOF EXHAUST DUCT EXHAUST DETAI No SCALE NOTE : LAC: SCREW (1/4") FAN BASE TO WOOD CURB. - LEVEL CURB BY GENERAL CONTRACTOR TRANSITION TO FAN EF -5 IS SIMILAR EXCEPT UP -BLAST EXHAUST FAN 6 DETAIL NO scnLe DISPOSABLE FILTER �� AG rYQ MIN. 0.5.A. l SEE ROOF PLAN FOR CFM AT EACH A.C. UNIT SA. 4 RA. DUCTS DTR. WITH I" ACOUSTICAL LINING (TYP) A.G. UNIT ELEVATION. No sCALE PROVIDE 1/4" BUTYL CAULK EACH SIDE OF GASKET IMMEDIATELY PRIOR TO SETTING A.C. UNIT. SUPPLIED BY A.C. CONTRACTOR NAILER STRIP A.C. DUCT FACTORY 14" ROOF CURB - SUPPLIED BY TRANE 4 INSTALLED BY GENERAL CONTRACTOR SHIM TO LEVEL SEE STRUCTURAL FOR FASTENING 208/3/60 I IT A.C. UNIT ROOF FACTORY CURB LEVELED 4 IN- STALLED BY G.C. (4'10x1" LONG TEK SCREWS PER SIDE OF 18 GAGE GALV. STEEL STRAPS TWO STRAPS PER SIDE OF AC UNIT LOCATE STRAP WITH -IN 12" OF EDGE OF AC UNIT (TOTAL OF 8) FLASHING BY G.C. RIGID INSULATION BY ROOFING CONTRACTOR CARRY ROOFING UP UNDER COUNTER - FLASHING ROOF SEE STRUCTURAL PLAN FOR FRAMING `--SUPPORT STRUCTURE (SIMILAR FOR MAKE UP AIR UNIT) INTERLOCK W/ EA A.C. UNIT (ONE SMOKE DETECTOR ACTIVATES ALL UNITS) G.B. D.S. M WITH G.B. H Y A.V. LEGDO �G WITH MANUFACTURER CFM CUBIC FT/MIN. AIR (L) (AL) LINED DUCT (ACOUSTICAL LINING) 5A. SUPPLY AIR TYP. TYPICAL RA. RETURN AIR GA. GAUGE O.S.A. OUTSIDE AIR HR. HOUR M.U.A. MAKE-UP AIR R.O. ROUGH OPENING C.D. CEILING DIFFUSER H.P. HORSE POWER RA.G. RETURN AIR GRILLE S.P. STATIC PRESSURE RA.R RETURN AIR REGISTER O.B.D. OPPOSED BLADE DAMPER 5.W.R SIDE WALL REGISTER P.L. PLENUM E.C. EXHAUST GRILLE C.P. A/C UNIT CONTROL PANEL M.V.D. MANUAL VOLUME DAMPER AFF. ABOVE FINISHED FLOOR B.D.D. BACK DRAFT DAMPER EXH• EXHAUST G.O. CLEAN OUT ® SUPPLY AIR DUCT A.P. ACCE65 PANEL YHC120E3 IO -q,215 TO WGT. WEIGHT ® RETURN AIR DUCT CB. CIRCUIT BREAKER ® EXHAUST AIR DUCT D.S. DISCONNECT SWITCH 3.15 1,510 p G:Ffz FIRE DAMPER U -'I. UNDER CUT DOOR AIRGUIDE RP2-ATG/24X24 UP THRU ROOF 10 X 10 6 D.T.R. DOWN THRU ROOF 8F TYPE -1, W/OBD DOOR LOUVER W/ WITH THERMOSTAT MOUNTED EXIST. EXISTING O AT 48" AFF. V.V.T. VOLUME VARIABLE TEMPERATURE YHG120E3 IOCI 2O P.O.C. NEW POINT OF CONNECTION 3,400 0.15 SPECIAL AIR BALANCING NOTE: THE AIR BALANCING CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO THE MAKE-UP AIR QUANTITIES AND VELOCITIES FOR THE MAKE-UP AIR PLENUMS AT EACH HOOD. THE AMOUNT OF AIR TO BE PROVIDED TO EACH MAKE-UP AIR CONNECTION 15 INDICATED IN THE NOTES ON THE HVAC FLOOR PLAN DRAWING, SHEET Ar -3.1 AND THE 44001D INFORMATION DRAWINGS, SHEET AC5.1. THE OPTIMAL MAKE-UP AIR VELOCITY, FROM THE PLENUM, IS 110 FPM WITH A MAXIMUM VELOCITY OF 200 FPM. THE BALANCING CONTRACTOR SHALL ALERT THE DARpEN CONSTRUCTION MANAGER FOR FURTHER INSTRUCTIONS IF THE AFOREMENTIONED AIR QUANTITIES AND VELOCITIES ARE NOT ATTAINABLE. EL= 5 FAN CURB _ I - - OFFSET IN CLG. SEE PLAN IS" MIN (16 GA S/S) TRUSS JOIST SOLDER DUCT ALL AROUND ANGLE DUCT SUPPORT 10" X 10" EXH. DUCT UP FROM HOOD (16 GA 5/5) FIN. CEILING 16 GA 5/5 EXTENSION PANT LEG HOOD 18 GA 5TAINLE55 STEEL 6"X22" EACH SIDE DISHWASHER FIN. FLR 'MIN. 14 GA COLLAR UP - TO CEILING 14 GA 5/5 ANGLE - WELDED TO HOOD (TYP. AT EACH SIDE) NOTE: PANT LEG HOOD EXTENSIONS AND COLLAR FURNISHED W/ EQUIPMENT INSTALLED BY MECHANICAL CONTRACTOR EXHAUST FAN CANT. STRIP ROOF EXHAUST DUCT EXHAUST DETAI No SCALE NOTE : LAC: SCREW (1/4") FAN BASE TO WOOD CURB. - LEVEL CURB BY GENERAL CONTRACTOR TRANSITION TO FAN EF -5 IS SIMILAR EXCEPT UP -BLAST EXHAUST FAN 6 DETAIL NO scnLe DISPOSABLE FILTER �� AG rYQ MIN. 0.5.A. l SEE ROOF PLAN FOR CFM AT EACH A.C. UNIT SA. 4 RA. DUCTS DTR. WITH I" ACOUSTICAL LINING (TYP) A.G. UNIT ELEVATION. No sCALE PROVIDE 1/4" BUTYL CAULK EACH SIDE OF GASKET IMMEDIATELY PRIOR TO SETTING A.C. UNIT. SUPPLIED BY A.C. CONTRACTOR NAILER STRIP A.C. DUCT FACTORY 14" ROOF CURB - SUPPLIED BY TRANE 4 INSTALLED BY GENERAL CONTRACTOR SHIM TO LEVEL SEE STRUCTURAL FOR FASTENING 208/3/60 I IT A.C. UNIT ROOF FACTORY CURB LEVELED 4 IN- STALLED BY G.C. (4'10x1" LONG TEK SCREWS PER SIDE OF 18 GAGE GALV. STEEL STRAPS TWO STRAPS PER SIDE OF AC UNIT LOCATE STRAP WITH -IN 12" OF EDGE OF AC UNIT (TOTAL OF 8) FLASHING BY G.C. RIGID INSULATION BY ROOFING CONTRACTOR CARRY ROOFING UP UNDER COUNTER - FLASHING ROOF SEE STRUCTURAL PLAN FOR FRAMING `--SUPPORT STRUCTURE (SIMILAR FOR MAKE UP AIR UNIT) INTERLOCK W/ EA A.C. UNIT (ONE SMOKE DETECTOR ACTIVATES ALL UNITS) G.B. D.S. M WITH G.B. CPI PANEL ' SEE SHEET AC -4 FOR WIRING DIAGRAM ELECTRICAL SHALL FURNISH AND INSTALL CONDUITS WITH PULL CORDS FOR ALL LOW VOLTAGE WIRING MECHANICAL SHALL R JW15H, PULL AND TERMINATE THE LOW VOLTAGE WIRING. x®75 HY.A.C. EOUIi PENT SCoHE17ULE VERIFY NO. OF WIRES �G WITH MANUFACTURER MODEL (10) WIRES MINIMUM _ SEE SHEET AC -4 FOR CPI/ GFM T'STAT WIRING DIAGRAM OI„I SMOKE DETECTOR MOUNTED IN SA. M ELECTRICAL SHALL FURNISH AND INSTALL CONDUITS WITH AND RA DUCT O PULL CORDS FOR ALL LOW (VERIFY WITH LOCAL VOLTAGE WIRING. MECHANICAL INSPECTOR) SHALL FURNISH, PULL AND REMARKS TERMINATE THE LOW VOLTAGE GPI PANEL WIRING. CPI PANEL ' SEE SHEET AC -4 FOR WIRING DIAGRAM ELECTRICAL SHALL FURNISH AND INSTALL CONDUITS WITH PULL CORDS FOR ALL LOW VOLTAGE WIRING MECHANICAL SHALL R JW15H, PULL AND TERMINATE THE LOW VOLTAGE WIRING. x®75 HY.A.C. EOUIi PENT SCoHE17ULE ITEM CAP. MFG. MODEL GOOL'G HTO. HTO. GFM E.S.P. VOLT PH FLA MGA MOCP EER HP W6T. REMARKS 5 (TONS) ozco MCD -AA, TYPE -3 GAP. INPUT OUTPUT ` J, X co PAR -AA, TYPE -3 E 14 X 14 3 Job # 12051 MCD, TYPE -1, W/ OBD 12 X 12 19 MCD, TYPE -1, W/ OBD G 10 X 10 5 MGD, TYPE -I, W/ OBD H 8 X 8 3 D MCD, TYPE -1, W/ OBD 22 x 22 AG 10 TRANE YHC120E3 IO -q,215 TO 2001000 160,000 3,400 0.'15" 208 3 X 53,3 60.0 12.5 3.15 1,510 SEE NOTE 2 BELOW 10 AIRGUIDE RP2-ATG/24X24 20 SG 10 X 10 6 8F TYPE -1, W/OBD N 12 X 12 19 MCD, TYPE -6, W/ OBD O 8 X 8 �G 10 TRANS YHG120E3 IOCI 2O 250,000 200,000 3,400 0.15 208 3 X 53,3 60.0 12.5 3.'15 1,510 SEE NOTE 2 BELOW 23 35ORL, TYPE 1 SG 3 7-I/2 TRANS YHG092E3 TO 200,000 160,000 2,400 0.15 11 208 3 X 4:21 50.0 13.0 3.'15 1,835 SEE NOTE 2 BELOW 63 93Oq 5 SG AC 10 TRANS YHG120E3 113,083 TO 250,000 200,000 4,000 0.'15" 208 3 X 50,3 60.0 12.5 3.'i5 1,81'1 SEE NOTE I BELOW 4 88,40'1 5C, AG 15 TRANS YCIDI61EB 164,995 TO 350,000 284,000 5,000 1.10" 208 3 X -12,0 10.0 12.0 3 2,6415 SEE NOTE I BELOW 5 120,1641 SC AG 10 TRANE YHG120E 155,225 TO 200,000 160,000 3,400 0.15" 208 3 X 59.3 60.0 12.5 3.15 I,8'i0 SEE NOTE 2 BELOW 6 88,120 5C, MUA I N/A CAPTIVE-AIRE A5 -D."150-618 - - - - 539,406 5341,406 -7,135 0.50" 208 3 14.1 - - - -- - - - - 5 I,I'i5 W/ DIRECT FIRED HEAT FILTER. 24.41 - - - - - - 1/20 54, 17,060 BTUH., 5 KW W/WB-1 MTD. KIT 4 UH N/A BRASGH BTU -5.0-2081 ELECTRIC UNIT HEATER - - - - - - 208 1 AMPS - _ _ TK -I GTL.KIT 4 BUILT-IN T -STAT I¢3 - - 208 I 12.41 - - - - - - - - - 1/20 54 8,550 BTUH., 2.5 KW W/WB-I MTD. KIT 4 UH N/A BRASGH BTU -2.5-2081 ELECTRIC UNIT HEATER - - - - AMPS TK -I GTL.KIT 4 BUILT-IN T -STAT 2 EH EH N/A GROAN 1412 REGISTER WALL - - - - - - 208 I 11.21 AMPS - - - - - - - - - - - 30 5,120 B -STAT, REGISTER -L -LOOK 6RILDLE 86W T '°`� 2 ELECTRIC HEATER eIF N/A CAPTIVE -AIRF NCAISFA EXHAUST AIR (Hoop #I ) 3,730 1.50" 208 3 6.8 - - - - - - - - - 2 245 20" HIGH FACTORY VENTED CURB W/H I N6E, LOCK AND HASP. EF N/A CAPTIVE -AIRF NGAISFA EXHAUST AIR ( HOOD #2) 3,300 1.00" 208 3 5.8 - - - - - - - - - 1.5 245 W/ 20" HIGH FACTORY VENTED CURB W/H I N6E, LOCK AND HASP. EF 3 N/A CAPTIVE -AIRF NCAISFA EXHAUST AIR (HOOD #3 +� 4) 3,150 1.25" 208 3 5.8 - - - - - - - - - 1.5 245 A/ IN6 HIGH FACTORY VENTED CURB W/HIN6E, LOCK AND HASP. EF 4 N/A CAPTIVE -AIRF DU50HFA EXHAUST AIR HOOD #5 600 0.650" 115 1 6.3 - - - - - - - - - 0.50 95 W/ 20" H16H FACTORY VENTED CURB EF N/A CAPTIVE-AIRE DU50HFA EXHAUST AIR 800 0.50" 115 1 6.3 - - - - - - - - - 0.50 415 W/ 20" HIGH FACTORY VENTED CURB 5 ( D 15HWA5HER HOOD) EF N/A CAPTIVE -AIRF DD13FA EXHAUST AIR 1,350 0.5011 115 I '1.0 - - - - - - - - - 0.33 145 A/ BAGKDRAFT DAMPER 4 CURB 6 ( RE5T ROOM) 1) FACTORY INSTALLED: HIGH EFFICIENCY 410 REFR16ERANT TYPE UNIT54OMPARABLE ENTHALPY CONTROLLEDpoANFLOW ECONOMIZER W/POWER EXHAUST, THRU THE BASE ELECTRICAL 4 6AS, CIRCUIT BREAKER DISC. SWITCH, UNPOWERED GONV. OUTLET, HINGED ACCESS PANELS, CONDENSER HAIL GUARDS, R-410, 5MOKE DETECTOR (FOR FIELD INSTALLATION), AUTOMATIC, OUTSIDE AIR DAMPER. FIELD INSTALLED: FLAT ROOF CURB. (H16H STATIC KIT, AG -5 ONLY). 2) FACTORY INSTALLED: HIGH EFFICIENCY 410 REFRIGERANT TYPE UNITS, COMPARABLE ENTHALPY CONTROLLEDpoANFLOW ECONOMIZER AMOWER EXHAUST, THRU THE BASE ELECTRICAL 4 6A5, CIRCUIT BREAKER DISC. SWITCH, UNPOWERED GONV. OUTLET, HIN6ED ACCESS PANELS, CONDENSER HAIL 6UARD5, DEHUMIDIFICATION -HOT 6A5 REHEAT COIL, R-410, SMOKE DETECTOR (FOR FIELD INSTALLATION), AUTOMATIC, OUTSIDE AIR DAMPER. FIELD INSTALLED: FLAT ROOF CURB. 0 *Am WA I MA CA 2 I. TRANE SHALL PROVIDE THE SMOKE DETECTOR FOR INSTALLATION BY THE MECHANICAL CONTRACTOR IN THE APPROPRIATE DUCT (RETURN AS REQUIRED BY CODE) AND CONNECTED BY ADT. TRANE NATIONAL ACCOUNT - EQUIPMENT PACKAGE DARDEN RESTAURANTS HAS A NATIONAL ACCOUNT AGREEMENT WITH TRANE FOR BUNDLED SOLUTIONS. THE ROOFTOP UNITS ARE AN OWNER FURNISHED ITEM, ASSIGNED TO THE INSTALLING CONTRACTOR. THE INSTALLING CONTRACTOR IS RESPONSIBLE FOR PROPER INSTALLATION AND ONE YEAR LABOR WARRANTY. FOR COMPLETE INFORMATION ON THE FOLLOWING PACKAGE OF EQUIPMENT CONTACT TRANE NATIONAL ACCOUNTS :(800) 932-9315 (STACY ABBOTT x1158, CHRIS ST. JOHN x1116, KEVIN SCHILF x1120 AND ANDREW LIVELY x1142. ANY CHANGES OR VARIATIONS TO THE ORIGINAL EQUIPMENT PACKAGE DESCRIBED BELOW THAT WOULD AFFECT THE HVAC EQUIPMENT PACKAGE SHOULD BE BROUGHT TO THE ATTENTION OF THE ACCOUNT COORDINATOR AT TRANE NATIONAL ACCOUNTS AT TIME OF QUOTATION. HEATING AND COOLING EQUIPMENT PACKAGE: INCLUDES ALL ROOF TOP AIR CONDITIONERS (INCLUDING CURBS) OR SPILT SYSTEM AIR CONDITIONING EQUIPMENT WITH ALL ACCESSORIES AS SPECIFIED ON THE PLANS. CONTROLS PACKAGE: BY OTHERS. NOTE: ORDERING PROCEDURES TRANE NATIONAL ACCOUNTS DEPARTMENT WILL ORDER EQUIPMENT AND COORDINATE SHIPMENT WITH THE SUCCESSFUL HVAC CONTRACTOR. THE HVAC CONTRACTOR WILL BE RESPONSIBLE FOR EQUIPMENT WARRANTY, DELIVERY COORDINATION, RECEIVING AND INSTALLATION AS DESCRIBED IN THE SPECIFICATIONS. NOTE: EQUIPMENT START-UP INSTRUCTION INSTALLING CONTRACTOR IS RESPONSIBLE FOR INITIAL START-UP, RUNNING THE UNITS & MAINTAINING THE AIR FILTERS DURING THE CONSTRUCTION PHASE. TWO WEEKS PRIOR TO THE BUILDING TRAINING, THE CONTRACTOR WILL COORDINATE THE EQUIPMENT STARTUP VERIFICATION WITH TRANE. THE CONTRACTOR MUST PROVIDE ONE TECHNICIAN TO WORK WITH TRANE. TRANE WILL PROVIDE A SERVICE TECHNICIAN FOR ONE DAY TO CHECKOUT THE ROOFTOP UNITS. UPON COMPLETION, TRANE WILL PROVIDE A WRITTEN REPORT TO DARDEN RESTAURANTS. THERMAL CERAMICS FIREMASTER FA5TWRAP XL TWD LAYERS OF 1-1/2" THICK, 6 PGF DENSITY GREASE DUCT SYSTEM (LISTED FOR ZERO INCH HIGH PERFORMANCE CLEARANCE TO COMBUSTIBLES). INSTALL PER FILAMENT TAPE MANUFACTURER'S LISTING. 1/2" STEEL BANDING 1/2" DIAMETER HANGER ROD 3" LONGITUDINAL I I/2"xl 1/211x1/8" OVERLAP ANGLE 3" PERIMETER OVERLAP �I�; DUCTD EXHAUST THERMAL CERAMICS FIREMASTER POST OFFICE BOX 4123 AUGUSTA, 6EOR61A 304103 ('106) '1416-4200 ASTM E-2336 EGG -ESR REPORT FOR EACH PRODUCT ESR -2213 �' ALTERNATIVE MANUFACTURER/PRODUCT: ACCESS HOLE PYROSGAT DUCT WRAP XL �I 'ACCESS FRAME 2102 OLD SAVANNAH ROAD WELDED TO DUCT AUGUSTA, 6EOR61A 304103 1/411 DIA. ALL (-160) 560-4038 I I,y THREAD ROD 16 6A. ACCESS ASTM E-2336 " COMPRESSED BUTT �� COVER EGG -ESR REPORT JOINT ON FIRST LAYER INSULATION FOR EACH PRODUCT PINS WELDED TO ESR -2832 ACCESS COVER THERMAL CERAMICS FASTWRAP XL, TOTAL OF THREE LAYERS P SPEED CLIPS P OR THERMAL CERAMICS UL LISTED p FAST DOOR XL GREASE DUCT ACCESS SPOOL PIECES ® SYSTEM FOR THREADED RODS. ALUMINUM TAPE WI DIA AT ALL EXPOSED NNG NUTS EDGES DIF -F -USER 4 GRILLE SCHEDULE ITEM SIZE QUANT. COLOR MODEL$ (MFG-TITUS) A 16 X 16 1 WHITE 11 MGD -AA, TYPE -3 14 X 14 5 CD U MGD -AA, TYPE -3 G 12 X 12 5 i ozco MCD -AA, TYPE -3 OE) 15 X 15 5 2 ` J, X co PAR -AA, TYPE -3 E 14 X 14 3 Job # 12051 MCD, TYPE -1, W/ OBD 12 X 12 19 MCD, TYPE -1, W/ OBD G 10 X 10 5 MGD, TYPE -I, W/ OBD H 8 X 8 3 D MCD, TYPE -1, W/ OBD 22 x 22 0 5OF TYPE -3 22 X 22 4 50F TYPE -1, W/ OBD K 12 X 10 2 301 FS, W/ OBD L 24 X 24 10 AIRGUIDE RP2-ATG/24X24 M 10 X 10 6 8F TYPE -1, W/OBD N 12 X 12 19 MCD, TYPE -6, W/ OBD O 8 X 8 I MCI), TYPE -6, W/ OBD P 12 X 12 1 8F TYPE -I, W/ OBD Q 8 X 18 15 350RL, TYPE I R 12 X 12 23 35ORL, TYPE 1 AIR OUTLET DEVICES LUTED IN THt KI I CoHtN *HALL ac OF ALUMINUM CONSTRUCTION. -CONTRACTOR SHALL VERIFY ALL QUANTITIES PRIOR TO ORDERING AND PROVIDE AMPER IN OUTLET FACE IF NO MVD 15 INDICATED IN DUCTWORK OPPOSED BLADE D -TOPS OF ALL AIR OUTLET DEVICES SHALL BE COVERED WITH INSULATION. - ALL H.V.A.C. SYSTEMS TO BE AIR BALANCED TO QUANTITIES INDICATED BY MELINK CORP. (513) 211-1615, NO SUBSTITUTION NOTt:5 ALLOWED. I. TITUS PRODUCTS ARE "BUILDING STANDARD." ANY SUBSTITUTIONS N07E5 MUST BE APPROVED BY DARDEN RESTAURANTS PRIOR TO USE. FOR _ CONTRACTOR TO VERIL=Y HOOD CONNECTION REQUIREMENTS INFORMATION ON PRICING AND DELIVERY OF SPECIFIED TITUS PRIOR TO CONSTRUCTION. PRODUCTS, GALL THE LOCAL TITUS REPRESENTATIVE IN YOUR AREA. CONTRACTOR MUST IDENTIFY THIS PROJECT BY RESTAURANT NAME _ ALL KITCHEN SUPPLY, RETURN, d EXHAUST DUCTWORK TO BE AND MODEL NUMBER IN ORDER TO RECEIVE NATIONAL ACCOUNT METAL DUCT. FIBERGLASS DUCT BOARD NOT ALLOWED. DISCOUNT PRICIN6. IF THE LOCAL REPRESENTATIVE 15 UNKNOWN, GALL MATT MY TITUS --- (404) '161-2110. NOTE: H.V.A.C. CONTRACTOR MUST ENTER ORDER FOR TITUS I®5 PRODUCTS A.S.A.P. AFTER AWARD OF CONTRACT. _ H.V.A.C. DISCONNECTS ARE PROVIDED BY TRANE 2. KITCHEN HOODS, EXHAUST SYSTEM AND FIRE SUPPRESSION SYSTEM TO BE PROVIDED BY THE OWNER, AND INSTALLED BY - GENERAL CONTRACTOR TO PROVIDE PLEATED AIR FILTERS THE GEN. CONTRACTOR. 6.C,. TO COORDINATE W/ CAPTIVE -AIRF. FOR THE H.V.A.C. UNITS AT THE END OF THE JOB, EF ff MAU 1 2 1 1 *R4M INDICATES PROVIDED AND WIRING INSTALLED MECHANICAL CONTRACTOR NO SCALE E INDICATES PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR M INDICATES PROVIDED BY E MECHANICAL CONTRACTOR, INSTALLED BY ELECTRICAL CONTRACTOR MAGNETIC STARTER W/AUX. CONTACT BY CAPTIVE AIR WITHIN HOOD CONTROL PANEL ROUTE CIRCUIT THROUGH N.O. CONTACT WITHIN DISHWASHER CONTROL PANEL DISCONNECT SWITCH E (N) EF 5 (DISHWASHER) INDICATES FIELD WIRING BY ELECTRICAL CONTRACTOR KITCHEN LIGHT SWITCH �J TO KITCHEN LIGHT FIXTURES S.P.S.T. N.O. RELAY E DISCONNECT SWITCH E (N) EF 6 (RESTROOMS) NOTE: REFER TO SHEET E3.1 FOR CIRCUITS W m Ln � Y CD U Zz~`0 Qz� TUwe Y N i ozco cn O r\ �- N ` J, X co 7 CN ARCHITECTS PROJECT Job # 12051 0 Er"N"m v arm, OPPOSED BLADE D -TOPS OF ALL AIR OUTLET DEVICES SHALL BE COVERED WITH INSULATION. - ALL H.V.A.C. SYSTEMS TO BE AIR BALANCED TO QUANTITIES INDICATED BY MELINK CORP. (513) 211-1615, NO SUBSTITUTION NOTt:5 ALLOWED. I. TITUS PRODUCTS ARE "BUILDING STANDARD." ANY SUBSTITUTIONS N07E5 MUST BE APPROVED BY DARDEN RESTAURANTS PRIOR TO USE. FOR _ CONTRACTOR TO VERIL=Y HOOD CONNECTION REQUIREMENTS INFORMATION ON PRICING AND DELIVERY OF SPECIFIED TITUS PRIOR TO CONSTRUCTION. PRODUCTS, GALL THE LOCAL TITUS REPRESENTATIVE IN YOUR AREA. CONTRACTOR MUST IDENTIFY THIS PROJECT BY RESTAURANT NAME _ ALL KITCHEN SUPPLY, RETURN, d EXHAUST DUCTWORK TO BE AND MODEL NUMBER IN ORDER TO RECEIVE NATIONAL ACCOUNT METAL DUCT. FIBERGLASS DUCT BOARD NOT ALLOWED. DISCOUNT PRICIN6. IF THE LOCAL REPRESENTATIVE 15 UNKNOWN, GALL MATT MY TITUS --- (404) '161-2110. NOTE: H.V.A.C. CONTRACTOR MUST ENTER ORDER FOR TITUS I®5 PRODUCTS A.S.A.P. AFTER AWARD OF CONTRACT. _ H.V.A.C. DISCONNECTS ARE PROVIDED BY TRANE 2. KITCHEN HOODS, EXHAUST SYSTEM AND FIRE SUPPRESSION SYSTEM TO BE PROVIDED BY THE OWNER, AND INSTALLED BY - GENERAL CONTRACTOR TO PROVIDE PLEATED AIR FILTERS THE GEN. CONTRACTOR. 6.C,. TO COORDINATE W/ CAPTIVE -AIRF. FOR THE H.V.A.C. UNITS AT THE END OF THE JOB, EF ff MAU 1 2 1 1 *R4M INDICATES PROVIDED AND WIRING INSTALLED MECHANICAL CONTRACTOR NO SCALE E INDICATES PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR M INDICATES PROVIDED BY E MECHANICAL CONTRACTOR, INSTALLED BY ELECTRICAL CONTRACTOR MAGNETIC STARTER W/AUX. CONTACT BY CAPTIVE AIR WITHIN HOOD CONTROL PANEL ROUTE CIRCUIT THROUGH N.O. CONTACT WITHIN DISHWASHER CONTROL PANEL DISCONNECT SWITCH E (N) EF 5 (DISHWASHER) INDICATES FIELD WIRING BY ELECTRICAL CONTRACTOR KITCHEN LIGHT SWITCH �J TO KITCHEN LIGHT FIXTURES S.P.S.T. N.O. RELAY E DISCONNECT SWITCH E (N) EF 6 (RESTROOMS) NOTE: REFER TO SHEET E3.1 FOR CIRCUITS W m Ln � Y CD U Zz~`0 Qz� TUwe Y N i ozco cn O r\ �- N ` J, X co 7 CN ARCHITECTS PROJECT Job # 12051 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS/ENGINEERS OF ANY DIMENSIONAL ERRORS, OMISSION OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK - DO NOT SCALE THE DRAWINGS 0 Issue Date: 5-21-12 REVISION A2 8-17-12 0 Resta u ra nt #: XXXX OLIV GAR EN P76L-WD UPDATED THRU-,4, HSKP 2010.1 DD2-04-2012 0 10206 N.) MICHIGAN RD. CARMEL, INDIANA Drawing HVAC SCHEDULES, NOTES & DETAILS AC1 1 I M m � Y U O � Z2f 10 Q W Y N cn :of � CN L) C3 Z %� � X CO N J CO ARCHITECTS PROJECT Job # 12051 DONTRACTOR SHALL VERIFY ALL DONDITIONS AND DIMENSIONS AT FHE JOB SITE AND NOTIFY THE NRCHITECTS/ENGINEERS OF ANY DIMENSIONAL ERRORS, OMISSIONS DR DISCREPANCIES BEFORE 3EGINNING OR FABRICATING ANY WORK - DO NOT SCALE THE DRAWINGS Issue Date: 5-21-12 REVISION A 02 8-17-12 0 A A 0 0 A Restaurant #: XXXX OLIVE GARDEN P76L-WD UPDATED THRU:A HSKP 2010.1 DD2-04-2012 A 10206 N. MICHIGAN RD. CARMEL, INDIANA Drawing HVAC ROOF PLAN AC2el HOOD S: ' ALL GREASE EXHAUST \ � ,. <> : ,% 100-111V (ON ROCi�' S 400 DISHWASHIN ; co= i= Nos10 TRANSITION TO 18"x9" AT BASE OF FAN (TYPICAL OF TWO) D GREASE EXHA IIL'�1"v SHEET SPECIFIC NOTE: T DUC 1. 32"x18" SUPPLY AND RETURN AIR DUCT UP THRU ROOF WITH 1" ACOUSTICAL LINING. 2. SMOOTHLY TRANSITION 26x68 SUPPLY AIR TO (2)26"x26" DROPS, PROVIDE SQUARE TURN ELL AT BASE W/ TURNING VANES. 3. 18"X18" EXH. AIR UP THRU ROOF TO EF -1. WRAP WITH THERMAL CERAMICS FIREMASTER DUCTWRAP, 3750 CFM (1666 FPM). 4. 12"x14" EXH. AIR CONNECTION TO TYPE 1 HOOD (1875 CFM) WRAP WITH THERMAL CERAMICS FIREMASTER DUCTWRAP (1607 FPM). PROVIDE RADIUS ELL ON TOP. 5. 8"X24" HOOD SUPPLY AIR CONNECTION (875 CFM). 6. 12"x24" EXH. AIR CONNECTION TO TYPE 1 HOOD, TRANSITION TO 16x16 UP THRU ROOF (3300 CFM/1856 FPM) TO EF -2. WRAP WITH THERMAL CERAMICS FIREMASTER DUCTWRAP. 7. 8"x24" HOOD SUPPLY AIR CONNECTION (1155 CFM). 8. 12"x12" EXH. AIR CONNECTION TO TYPE 1 HOOD (1575 CFM/ 1575 FPM). WRAP WITH THERMAL CERAMICS FIREMASTER DUCTWRAP. PROVIDE RADIUS ELL ON TOP. 9. 8"x24" HOOD SUPPLY AIR CONNECTION (1100 CFM). 10. 16"x16" EXH. AIR UP THRU ROOF TO EF -3, 3150 CFM (1772 FPM). WRAP WITH THERMAL CERAMICS FIREMASTER DUCTWRAP. 11. 10"x10" EXH. AIR CONNECTION TO TYPE II HOOD, PROVIDE 14"0 STAINLESS STEEL DUCT. PROVIDE RADIUS ELL ON TOP. CONTINUE UP THRU ROOF TO EF -4 (600 CFM, 561 FPM). SLOPE BACK TO HOOD AT 2%. 12. 68"x26" SUPPLY AIR AND 76"x20" RETURN AIR WITH 1 "A.L. UP THRU ROOF. 13. FIRE RATED ACCESS DOOR TO FACILITATE DUCT CLEANING. PROVIDE SIGN "DO NOT BLOCK ON FACE OF ACCESS DOOR, TYPICAL AT ELBOWS. 14. 14"x14" DISHWASHER EXHAUST DUCT SHALL BE 16 GAGE STAINLESS STEEL ALL THE WAY UP THROUGH ROOF TO THE EXHAUST FAN INLET. 15. RUN DUCT WITH -IN TRUSS SPACE, RISE AND ROUTE DUCTWORK AS REQUIRED. 16. TRANSITION DUCT IN DROP. 17. SPLIT TO (1)18"x22" & (1)18"X 10" S.A. DROPS WITH ELLS W/TURNING VANES AT BASE. 18. 22"x18" UTR, TRANSITION TO 34"x24" IN VERTICAL DROP. 19. RUN DUCT BETWEEN ROOF FRAMING AND CEILING FRAMING IN SOFFIT AREA. 20. SPLIT AT BASE WITH (1)14"x 18" S.A. DROP AND (1)18"x 18" S.A. DROP, BOTH WITH ELLS W/TURNING VANES AT BASE. 21. DUCT TO RUN THROUGH JOIST WEBBING. 22. INSTALLATION OF DUCTING TO TYPE D CEILING DIFFUSER ON THE COOK LINE SHALL CONNECT INTO THE SIDE OF AN INSULATED PLENUM ABOVE DEVICE. W S) U-) ad C Y U O � Z2f ID W 0 !Z F YN V 0 z co o r� N C� CU Z %� X Ln M W Op N J ARCHITECTS PROJECT Job # 12051 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS/ENGINEERS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK - DO NOT SCALE THE DRAWINGS W j� .F 1 � e Restaurant #: XXXX OLIV AR EN AP76L—WD UPDATED THRU: HSKP 2010.1 DD2-04-2012 0 10206 N. MICHIGAN RD. CARMEL, INDIANA Drawing HVAC FLOOR PLAN J7 BLOCK (CKT. BRD. INSIDE CNTRL. m LTB (LOW VOLT. TERM. BLOCK) RTU FIELD CONNECTIONS CONTROL WIRING ELECTRICAL SHALL FURNISH AND INSTALL CONDUITS WITH PULL CORDS FOR ALL LOW VOLTAGE WIRING MECHANICAL SHALL FURNISH, PULL AND TERMINATE THE LOW VOLTAGE WIRING. DIAGRAM DE51GNER AND CONTRACTOR SHALL NOTIFY CPI IMMEDIATELY IF HUMIDIFIER OPTION 15 USED, GPI SHALL MODIFY THEIR WIRING DIAGRAM TO ACCURATELY REFLECT EQUIPMENT OPTIONS PROVIDED BY PROJECT. LTB (LOW VOLT. TERM. BLOCK) TO RTU DE -HUMIDIFIER 2 ---- —----� RTU FAN 7 -4 ------—— RTU 3 TO HEATING STAGE 2 7-5- ---------- ---------- -7-1 24VAC FROM RTU CHIANTI TO HEATING STAGE 1 7-3-- -----—--—-----— -7-2 TO COOLING STAGE 1 TO COOLING STAGE 2 7-6- — — — — — I — — — — — — — -7-6 TO COOLING STAGE 2 DINING ROOM #3 TO COOLING STAGE 1 7-2- — -----— ------ -7-3 TO HEATING STAGE 1 24 VAC FROM RTU 7-1- — ----� I I I —----— 7-5 TO HEATING STAGE 2 TO RTU DE -HUMIDIFIER - 12 — �� 7-4 RTU FAN RTU 2 RTU FAN 7-4 — F — 7-1 24VAC FROM RTU TO HEATING STAGE 7-5-- — I I I I I I I I �- —7-2 TO COOLING STAGE 1 BIANCO TO HEATING STAGE 1 7-3— — — — — — — — 7-6 TO COOLING STAGE 2 TO COOLING STAGE 7-6- — �I I I ( I I ( I �� -7-3 TO HEATING STAGE 1 DINING ROOM#21 TO COOLING STAGE 1 7-2 — — I I I I I I I I I I I I --— -7-5 TO HEATING STAGE 2 24 VAC FROM RTU 7-1- — I I I I I I I I I- -7-4 RTU FAN TO RTU DE -HUMIDIFIER - 2 I I I I I I I I I I F — -7-1 24VAC FROM RTU RTU FAN 7-4 7-2 TO COOLING STAGE 1 RTU TO HEATING STAGE 2 7-5 — I I I I I I I I I I I I I I I I7_6 TO COOLING STAGE 2 AMARONE TO HEATING STAGE 1 7-3 ( I I I I I I I( I I I I I I I I( r- —7-3 TO HEATING STAGE 1 TO COOLING STAGE 2 7-I I 7-5 TO HEATING STAGE 2 DINING ROOM #1 TO COOLING STAGE 1 7-2 I I I I I I I I I I I I I 7- RTU FAN 24 VAC FROM RTU - 12 TO RTU DE -HUMIDIFIER 4-1 FIELD WIRING TO 000000000000000Ole 00000000000000000000000 SPECIFIED RTU RTU RT1 RT1 RT1 RT1 RT1 RT1 RTU RT2 RT2 RT2 RT2 RT RT2 RTU RT3 RT3 RT3 RT3 RT3 RT3 RTU RT4 RT4 RT4 RT4 RT4 4RT5 RT5 RT5 RT5 RTU RT6 RT6RT6RT6 RT6 RT61- Y1 Y2 W1 W2 G AUX - Y1 Y2 W1 W2 G AUX - Y1 Y2 W1 W2 G AUX - Y1 Y2 W1 W2 G W1 W2 G - Y1 Y2 W1 W2 G AUX00000000000Ole 0000000000000000000GTO 00O TERMINAL BLOCKS LOCATED ON CPI CONTROL SCREEN mmmm J7 ELECTRICAL SHALL FURNISH AND INSTALL BLOCK CONDUITS WITH PULL CORDS FOR ROOM #1 ALL LOW VOLTAGE WIRING (CKT. MECHANICAL SHALL FURNISH, PULL BRD. AND TERMINATE THE LOW VOLTAGE WIRING. INSIDE T CNTRL. DINING ROOM #3) BOX) DE51GNER AND CONTRACTOR SHALL NOTIFY CPI IMMEDIATELY IF HUMIDIFIER OPTION 15 USED, GPI SHALL MODIFY THEIR WIRING DIAGRAM TO ACCURATELY REFLECT EQUIPMENT OPTIONS PROVIDED BY PROJECT. LTB (LOW VOLT. TERM. BLOCK) TO RTU DE -HUMIDIFIER 2 ---- —----� RTU FAN 7 -4 ------—— RTU 3 TO HEATING STAGE 2 7-5- ---------- ---------- -7-1 24VAC FROM RTU CHIANTI TO HEATING STAGE 1 7-3-- -----—--—-----— -7-2 TO COOLING STAGE 1 TO COOLING STAGE 2 7-6- — — — — — I — — — — — — — -7-6 TO COOLING STAGE 2 DINING ROOM #3 TO COOLING STAGE 1 7-2- — -----— ------ -7-3 TO HEATING STAGE 1 24 VAC FROM RTU 7-1- — ----� I I I —----— 7-5 TO HEATING STAGE 2 TO RTU DE -HUMIDIFIER - 12 — �� 7-4 RTU FAN RTU 2 RTU FAN 7-4 — F — 7-1 24VAC FROM RTU TO HEATING STAGE 7-5-- — I I I I I I I I �- —7-2 TO COOLING STAGE 1 BIANCO TO HEATING STAGE 1 7-3— — — — — — — — 7-6 TO COOLING STAGE 2 TO COOLING STAGE 7-6- — �I I I ( I I ( I �� -7-3 TO HEATING STAGE 1 DINING ROOM#21 TO COOLING STAGE 1 7-2 — — I I I I I I I I I I I I --— -7-5 TO HEATING STAGE 2 24 VAC FROM RTU 7-1- — I I I I I I I I I- -7-4 RTU FAN TO RTU DE -HUMIDIFIER - 2 I I I I I I I I I I F — -7-1 24VAC FROM RTU RTU FAN 7-4 7-2 TO COOLING STAGE 1 RTU TO HEATING STAGE 2 7-5 — I I I I I I I I I I I I I I I I7_6 TO COOLING STAGE 2 AMARONE TO HEATING STAGE 1 7-3 ( I I I I I I I( I I I I I I I I( r- —7-3 TO HEATING STAGE 1 TO COOLING STAGE 2 7-I I 7-5 TO HEATING STAGE 2 DINING ROOM #1 TO COOLING STAGE 1 7-2 I I I I I I I I I I I I I 7- RTU FAN 24 VAC FROM RTU - 12 TO RTU DE -HUMIDIFIER 4-1 FIELD WIRING TO 000000000000000Ole 00000000000000000000000 SPECIFIED RTU RTU RT1 RT1 RT1 RT1 RT1 RT1 RTU RT2 RT2 RT2 RT2 RT RT2 RTU RT3 RT3 RT3 RT3 RT3 RT3 RTU RT4 RT4 RT4 RT4 RT4 4RT5 RT5 RT5 RT5 RTU RT6 RT6RT6RT6 RT6 RT61- Y1 Y2 W1 W2 G AUX - Y1 Y2 W1 W2 G AUX - Y1 Y2 W1 W2 G AUX - Y1 Y2 W1 W2 G W1 W2 G - Y1 Y2 W1 W2 G AUX00000000000Ole 0000000000000000000GTO 00O TERMINAL BLOCKS LOCATED ON CPI CONTROL SCREEN mmmm 0 0 Z�so�mmmm SENSOR-AMARONE-DINING ROOM #1 ", PWR COMOUT RTU -4 OUT (CHIANTI BE INSTALLED 6 FEET TERMINALS IN RTU -1 ROOM SENSOR (AMARONE DINING ROOM #1) TERMINALS IN RTU -2 ROOM SENSOR (BIANCO DINING ROOM #2) 0 0 0 0 TERRTUA 3 IN ROOM SENSOR SENSOR-AMARONE-DINING ROOM #1 ", PWR COMOUT RTU -4 OUT (CHIANTI BE INSTALLED 6 FEET T ROOM SENSOR DINING ROOM #3) 0 0 0 0 1111000 — — m", TERMINALS IN SENSOR-AMARONE-DINING ROOM #1 ", F- — RTU -4 SUPPLY AIR SENSOR -SHALL BE INSTALLED 6 FEET T ROOM SENSOR IN W0 — �I- OUT (KITCHEN) SUPPLY AIR SENSOR -SHALL 1111000 ROOM #2 AWAY FROM AC UNIT IN DUCT. , , TO RTU -3 1 0 00 TERMINALS IN ROOM #3 E31111 V RTU -5 n,- A ( ( W T ROOM SENSOR 0 E mmmmommommmmommommommm DUCT. Z OUT (KITCHEN) TO RTU -4 I�IIII1000 SENSOR -KITCHEN 4 �o,�j�� aaE-,N DATE: 1111111 0 000 TERMINALS IN BE INSTALLED 6 FEET AWAY FROM AC UNIT IN RTU -6 — — PWRCOM T RH ROOM SENSOR � M OUT OUT BAR 1111 ��1110000 SENSOR-SHALILR BE INSTALLED FEET AWAY FROM FIELD WIRING TO SPECIFIED ROOM TEMPERATURE SENSOR TERMINAL BLOCKS LOCATED ON CPI CONTROL SCREEN TEMPERATURE SENSOR FIELD CONNECTIONS DIAGRAM ELECTRICAL SHALL FURNISH AND INSTALL CONDUITS WITH PULL CORDS FOR ALL LOW VOLTAGE WIRING MECHANICAL SHALL FURNISH, PULL AND TERMNATE THE LOW VOLTAGE WIRING. RTU 4 KITCHEN RTU 5 KITCHEN DINING ROOM AMARONE, BIANCO, CHIANTI, BAR RTU 1, RTU 2, RTU 3 & RTU 6 SCHEDULE -OCCUPIED RUN TIMES 10:OOAM TO 12:OOAM SUNDAY -THURSDAY 10:OOAM TO 1:OOAM FRIDAY &SATURDAY FAN SWITCH MODE AUTO AT CLOSING SETPOINTS UNOCCUPIED HEAT: 58 OCCUPIED HEAT: 69 OCCUPIED COOL: 72 UNOCCUPIED COOL: 82 KITCHEN RTU 4&RTU 5 SCHEDULE -OCCUPIED RUN TIMES UPON ARRIVAL TO 12:OOAM SUNDAY-THURSDA UPON ARRIVAL TO 1:OOAM FRIDAY & SATURDA FAN SWITCH MODE AUTO AT CLOSING SETPOINTS UNOCCUPIED HEAT: 58 OCCUPIED HEAT: 68 OCCUPIED COOL: 70 UNOCCUPIED COOL: 82 *IMPORTANT NOTE* LOCATE SUPPLY AIR DUCT SENSORS 6' DOWNSTREAM OF HEATING OR COOLING COIL — — m", SUPPLY AIR SENSOR-AMARONE-DINING ROOM #1 ", F- — — — — — SUPPLY AIR SENSOR -SHALL BE INSTALLED 6 FEET AWAY FROM AC UNIT IN , — �I- — — — — — — — TO RTU -2 SUPPLY AIR SUPPLY AIR SENSOR -SHALL 21SE211 ROOM #2 AWAY FROM AC UNIT IN DUCT. , , TO RTU -3 Bill SENSOR -CHIANTI -DINING ROOM #3 E31111 V > n,- SUPPLY AIR I I I !III- E mmmmommommmmommommommm DUCT. Z I- _ _ TO RTU -4 SUPPLY AIR SENSOR -KITCHEN 4 �o,�j�� aaE-,N DATE: 11/10/06 SUPPLY AIR SENSOR -SHALL BE INSTALLED 6 FEET AWAY FROM AC UNIT IN DUCT. FIELD WIRING TO SPECIFIED ROOM TEMPERATURE SENSOR TERMINAL BLOCKS LOCATED ON CPI CONTROL SCREEN TEMPERATURE SENSOR FIELD CONNECTIONS DIAGRAM ELECTRICAL SHALL FURNISH AND INSTALL CONDUITS WITH PULL CORDS FOR ALL LOW VOLTAGE WIRING MECHANICAL SHALL FURNISH, PULL AND TERMNATE THE LOW VOLTAGE WIRING. RTU 4 KITCHEN RTU 5 KITCHEN DINING ROOM AMARONE, BIANCO, CHIANTI, BAR RTU 1, RTU 2, RTU 3 & RTU 6 SCHEDULE -OCCUPIED RUN TIMES 10:OOAM TO 12:OOAM SUNDAY -THURSDAY 10:OOAM TO 1:OOAM FRIDAY &SATURDAY FAN SWITCH MODE AUTO AT CLOSING SETPOINTS UNOCCUPIED HEAT: 58 OCCUPIED HEAT: 69 OCCUPIED COOL: 72 UNOCCUPIED COOL: 82 KITCHEN RTU 4&RTU 5 SCHEDULE -OCCUPIED RUN TIMES UPON ARRIVAL TO 12:OOAM SUNDAY-THURSDA UPON ARRIVAL TO 1:OOAM FRIDAY & SATURDA FAN SWITCH MODE AUTO AT CLOSING SETPOINTS UNOCCUPIED HEAT: 58 OCCUPIED HEAT: 68 OCCUPIED COOL: 70 UNOCCUPIED COOL: 82 *IMPORTANT NOTE* LOCATE SUPPLY AIR DUCT SENSORS 6' DOWNSTREAM OF HEATING OR COOLING COIL SPECIAL NOTE: CONTRACTOR SHALL COORDINATE FINAL DIAGRAM W/ CPI AFTER PANEL HAS BEEN ORDERED. FIELD WIRING TO SPECIFIED RTU SUPPLY AIR DUCT SENSOR TERMINAL BLOCKS LOCATED ON CPI CONTROL SCREEN ELECTRICAL SHALL FURNISH AND INSTALL CONDUITS WITH FULL CORDS FOR ALL LOW VOLTAGE WIRING MECHANICAL SHALL FURNISH, PULL AND TERMINATE THE LOW VOLTAGE WIRING. — — TO RTU -1 SUPPLY AIR SENSOR-AMARONE-DINING ROOM #1 F- — — — — — SUPPLY AIR SENSOR -SHALL BE INSTALLED 6 FEET AWAY FROM AC UNIT IN DUCT. — �I- — — — — — — — TO RTU -2 SUPPLY AIR SUPPLY AIR SENSOR -SHALL SENSOR-BIANCO-DINING BE INSTALLED 6 FEET ROOM #2 AWAY FROM AC UNIT IN DUCT. , , TO RTU -3 SUPPLY AIR SENSOR -CHIANTI -DINING ROOM #3 j�i V > n,- SUPPLY AIR SENSOR -SHALL BE INSTALLED 6 FEET AWAY FROM AC UNIT IN DUCT. Z I- _ _ TO RTU -4 SUPPLY AIR SENSOR -KITCHEN 4 �o,�j�� aaE-,N DATE: 11/10/06 SUPPLY AIR SENSOR -SHALL BE INSTALLED 6 FEET AWAY FROM AC UNIT IN DUCT. — — 16CHEN � M � (— SUPPLY AIR SENSOR-SHALILR BE INSTALLED FEET AWAY FROM AC UNIT IN DUCT. TO RTU -6 SUPPLY AIR SENSOR -BAR II II II �� SUPPLY AIR SENSOR -SHALL BE INSTALLED 6 FEET AWAY FROM AC UNIT IN DUCT. SPECIAL NOTE: CONTRACTOR SHALL COORDINATE FINAL DIAGRAM W/ CPI AFTER PANEL HAS BEEN ORDERED. FIELD WIRING TO SPECIFIED RTU SUPPLY AIR DUCT SENSOR TERMINAL BLOCKS LOCATED ON CPI CONTROL SCREEN ELECTRICAL SHALL FURNISH AND INSTALL CONDUITS WITH FULL CORDS FOR ALL LOW VOLTAGE WIRING MECHANICAL SHALL FURNISH, PULL AND TERMINATE THE LOW VOLTAGE WIRING. z r ---q z 112111mmillm N LJJ W oz z , , , •, , , •, , , , •, •, SPECIAL NOTE: CONTRACTOR SHALL COORDINATE FINAL DIAGRAM W/ CPI AFTER PANEL HAS BEEN ORDERED. FIELD WIRING TO SPECIFIED RTU SUPPLY AIR DUCT SENSOR TERMINAL BLOCKS LOCATED ON CPI CONTROL SCREEN ELECTRICAL SHALL FURNISH AND INSTALL CONDUITS WITH FULL CORDS FOR ALL LOW VOLTAGE WIRING MECHANICAL SHALL FURNISH, PULL AND TERMINATE THE LOW VOLTAGE WIRING. THIS DRAWING IS THE PROPERTY OF CAROLINA PRODUCTS, INC. AND MAY NOT BE USED OR REPRODUCED WITHOUT THE WRITTEN PERMISSION OF CAROLINA PRODUCTS, INC. REVISION REVISION REVISION REVISION z r ---q z N LJJ W oz z O Q CD N M E�-l+ o 00 j�i V > n,- LL_ Q 0 Q cy- Z � CPI DRAWING # OLGOXXX SHEET: 4 �o,�j�� aaE-,N DATE: 11/10/06 r � M � U o U THIS DRAWING IS THE PROPERTY OF CAROLINA PRODUCTS, INC. AND MAY NOT BE USED OR REPRODUCED WITHOUT THE WRITTEN PERMISSION OF CAROLINA PRODUCTS, INC. REVISION REVISION REVISION REVISION DRAWN BY: AJ W fRTU INTERLOCK WITH HOOD5 CAPTIVE AIRE HOODS SHALL HAVE A TEMPERATURE SENSOR THAT WILL AUTOMATICALLY START THE HOOD EXHAUST FAN WHEN HEAT 16 DETECTED. CPI SHALL PROVIDE A CURRENT TRANSDUCER ON THE ELECTRICAL POWER LEAD TO THE MAIN HOOD EXHAUST FAN. UPON ACTIVATION OF THE MAIN HOOD, CURRENT TRANSDUCER SHALL SEND A SIGNAL TO ALL RTU'S TO START. UPON SIGNAL RECEIVING SIGNAL, RTU'5 SHALL START AND OPERATE UNDER NORMAL CONDITIONS, THIS SHALL INCLUDE PROVIDING THE SCHEDULED AMOUNT OF OUTSIDE AIR TO THE BUILDING ENSURING A BALANCED BUILDING. Uj m O o� o� Zz~ ¢Zm J W � C •_R' Y N V C) coZ F- N C� U Z � rn X cc N J cc ARCHITECTS PROJECT Job # 12051 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS/ENGINEERS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK - DO NOT SCALE THE DRAWINGS ~� F4 +i4s Aa\1 P -az a LLI Z a J Issue Date: 5-21-12 REVISION 0 �2 8-17-12 0 0 0 0 Restaurant #: XXXX DLIV AR EN AP76L-WD UPDATED THRU:O HSKP 2010.1 DD2-04-2012 0 10206 N.) MICHIGAN RD. CARMEL, INDIANA Drawing CPI WIRING DIAGRAMS AC491 z z LJJ W oz z O Q CD _j LJ o W j�i w > n,- LL_ Q 0 U cy- CPI PROJECT # XXXXX CPI DRAWING # OLGOXXX SHEET: 4 DATE: 11/10/06 DRAWN BY: AJ W fRTU INTERLOCK WITH HOOD5 CAPTIVE AIRE HOODS SHALL HAVE A TEMPERATURE SENSOR THAT WILL AUTOMATICALLY START THE HOOD EXHAUST FAN WHEN HEAT 16 DETECTED. CPI SHALL PROVIDE A CURRENT TRANSDUCER ON THE ELECTRICAL POWER LEAD TO THE MAIN HOOD EXHAUST FAN. UPON ACTIVATION OF THE MAIN HOOD, CURRENT TRANSDUCER SHALL SEND A SIGNAL TO ALL RTU'S TO START. UPON SIGNAL RECEIVING SIGNAL, RTU'5 SHALL START AND OPERATE UNDER NORMAL CONDITIONS, THIS SHALL INCLUDE PROVIDING THE SCHEDULED AMOUNT OF OUTSIDE AIR TO THE BUILDING ENSURING A BALANCED BUILDING. Uj m O o� o� Zz~ ¢Zm J W � C •_R' Y N V C) coZ F- N C� U Z � rn X cc N J cc ARCHITECTS PROJECT Job # 12051 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS/ENGINEERS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK - DO NOT SCALE THE DRAWINGS ~� F4 +i4s Aa\1 P -az a LLI Z a J Issue Date: 5-21-12 REVISION 0 �2 8-17-12 0 0 0 0 Restaurant #: XXXX DLIV AR EN AP76L-WD UPDATED THRU:O HSKP 2010.1 DD2-04-2012 0 10206 N.) MICHIGAN RD. CARMEL, INDIANA Drawing CPI WIRING DIAGRAMS AC491 I 1,_0»11 4'-6"" 3 n» 319" 4'-0I'll 1 1-0 IM -0"" PLAN VIEW — Hood #3 — 10' 4.00" LONG 5430ND-2—PSP—F 10' 4.00" 1 1 ' 10.00" PLAN VIEW — Hood #2 — 11' 10.00" LONG 4830ND-2—PSP—F HOOD MINI FLUORESCENT BULB SPECIFICATION: PHILLIPS SLS 20 Alto 20W, 120V, E26, 2700K PLAN VIEW — Hood #4 — 9' 0.00" LONG 5430ND-2—PSP—F 9' 0.00" 4'-Fi""1 5-6"' 4'-6»„ 4'-6»33 1'-0"" 14' 6.00" PLAN VIEW — Hood #1 — 14' 6.00" LONG 483OND-2—PSP—F NOTE: Additional hanging angles provided for hoods longer than 12 ft. SECTION VIEW — MODEL 3630—VH1 WITH FULL PERIMETER GUTTER SECTION VIEW — MODEL 4830—ND2—PSP SECTION VIEW — MODEL 5430—ND2—PSP TYPICAL HOODS # 1 & #2 TYPICAL HOODS #3 & #4 VOLUME ONLY DAMPER ASSEMBLY 23.5% OPEN TAINLESS STEEL _RFORATED PANEL 3' —0" 17VUU 11V1' VILM!-111V1Y QTY. TYPE EXHAUST PLENUM SUPPLY PLENUM HOOD HOOD CONFIGURATION CONSTRUCTION END TO END FIRE SYSTEM HOOD NO. MODEL LENGTH MAX. COOKING TEMP. ROW TOTAL EXH. CFM RISERS TOTAL WIDTH LENGTH CFM S.P. SUP. CFM RISERS WIDTH LENGTH CFM S.P. 37502625 3300 12" 14" 187 5 -0.48 " 12" 14" 18 5 -0.487" 12" 24" 3-300 -0.536" 2310 7 20" 20" 2 SS 430 SS LEFT Where Exposed 430 SS RIGHT Where Expos ed FRONT FRONT 148 4830 OND -2 -PS 14' 6.00" -F 450 Deg. 248 4830 OND -2 -PS 1 1' 10.00" -F 600 Deg 1575 12" 12" 15-75 -0.272" 1100 20" 16" 3 20" 20" 430 SS LEFT Where Exposed BACK 354 5430 0ND-2-PS 10' 4.00" -F 450 Deg. 1575 12" 12" 1575 -0.363"1100 20" 5 12" 6" 430 SS RIGHT Where Exposed BACK 454 5430 0ND-2-PS 9' 0.00" -F 450 Deg. 600 8" 8„ 6 O -0.10 " 0 12" 6" 8" 24" 304 SS ALONJ 100% N/A 5 3630 3630VHB-G 2' 6.00" 700 Deg. unnn TATF11)P ,(ATTnAT Hood #5 2'-6" PLAN VIEW — 2'-6" LONG 3630VH1—G FIRE SYSTEM ELECTRIC CONTROL BOX FAN & LIGHT SWITCH LIGHTS) UTILITY CABINET QTY. TYPE WIRE GUARD LOCATION FIRE SYSTEM HOOD NO. SIZE TYPE Mini Fluorescent Bulb QTY. HEIGHT LENGTH 1 SS Baffle with Handles 2 20" 16" 7 20" 20" 2 SS Baffle with Handles 7 20" 20" Right Ansul R102 3 SS Baffle with Handles 4 20" 16" 3 20" 20" 4 SS Baffle with Handles 3 20" 16" 3 20" 20" 5 12" 6" 8" 24" 1190 Hood #5 2'-6" PLAN VIEW — 2'-6" LONG 3630VH1—G FIRE SYSTEM ELECTRIC CONTROL BOX FAN & LIGHT SWITCH LIGHTS) UTILITY CABINET QTY. TYPE WIRE GUARD LOCATION FIRE SYSTEM TYPE SIZE 7 Mini Fluorescent Bulb NO Left Ansul R102 3.0 5 Mini Fluorescent Bulb NO Wide 4 BACK 5 Mini Fluorescent Bulb NO 0.15 C N 5 Mini Fluorescent Bulb NO Right Ansul R102 3.0/3.0/3.0 1 Mini Fluorescent Bulb NO Front 142" 12" rrnnn nDrPMATC' FIRE HOOD LECTRICAL SWITCHES SYSTEM WEIGHT MODEL QUANTITY LOCATION PIPING E31201 KT Light 0 tside YES 605 1 FanLBS. YES 532 LBS. YES 497 LBS. YES 472 LBS. NO 117 LBS. llVVlJ HOOD NO. V1 AA[ 41_ OPTION TOTAL SUPPLY CFM 1 BACK STANDOFF 3" Wide 2 BACK STANDOFF 3" Wide 3 BACK STANDOFF 3" Wide 4 BACK STANDOFF 3" Wide FPnATT PTY&TTIM(S ) HOOD N0. LENGTH TOTAL SUPPLY CFM RISER(S) J � m WI DTH LENGTH CFM S. P. 1 Front 186" 12" 6" 8" 24" 85 0.15 8" 24" 8 5 0.15 C N C7 8" 24" 8 5 0.15 2 Front 142" 12" 6" 8" 24" 11 55 0.73 8" 24" 11 55 0.73 3 Front 124" 12" 6" 8" 24" 1190 0.51 4 1 Front 120" 12" 6" 8" 24" 1100 0.17 THE FACTORY INSTALLED DUCT STATS FROM HOOD #2,3 AND 4 MUST BE WIRED BACK TO THE CONTROL PANEL INSTALLED IN HOOD #1. DUCT STAT WIRING FOR FAN SWITCH OVERRIDE TEMPERATURE CONTROLLER BASE 8 7 6 5 4 RTD SENSOR 0) 3 BLACK 1011 1 2 BROWN BROWN SHOWN HERE WITH TEMP CONTROLLER REMOVED TO EXPOSE TERMINALS CAPTIVE-AIRE HOODS ARE BUILT IN COMPLIANCE WITH BUILT n IN ACCORDANCE WITH " NEPA 2�gTIONNo. 96 O/S§T intertek N FPA #96 UL 710 & ULC710 STANDARDS E.T.L. LISTED 3054804-001 FOR QUESTIONS OR FURTHER INFORMATION, CONTACT STEVE LUDDY AT (800) 825-3143 /i OLIVE GARDEN LL! 13— J � m e �v �r � Y U QJ WB Y N ~ _ I CD (0 N r C N C7 � X CO J CO N ARCHITECTS PROJECT Job # 12051 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS/ENGINEERS OF ANY DIMENSIONAL ERRORS, OMISSIONS ,01 DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK - DO NOT SCALE THE DRAWINGS '-0-gltt* II11114,�,i 11 Issue Date: 5-21-12 REVISION L� 02 8-17-12 0 ZL 0 L� 0 Restaurant #: XXXX CILIV ARDEN P 7 6 L - W D UPDATED THRU:O HSKP 2010.1 DD2-04-2012 A 10206 N. MICHIGAN RD. CARMEL, INDIANA Drawing HOOD INFORMATION AC591' 11 Issue Date: 5-21-12 REVISION L� 02 8-17-12 0 ZL 0 L� 0 Restaurant #: XXXX CILIV ARDEN P 7 6 L - W D UPDATED THRU:O HSKP 2010.1 DD2-04-2012 A 10206 N. MICHIGAN RD. CARMEL, INDIANA Drawing HOOD INFORMATION AC591' T I ! • T7A 1,T 1'�i1V 11V!'V1ti1V1H11V1Y Ll v ,,_/ JJ l►l L i A L IJ ITEM ITEM SUPPLY FAN 1 # 1 EXHAUST FAN 26.500"W x 26.500"L x 20.000"H Vented Hinged FAN UNIT FAN UNIT MODEL # MODEL TAG CFM S.P. RPM H.P. 0 VOLT FLA BLOWER HOUSING TAG CFM S.P. RPM H.P. 0 VOLT FLA N0. Curb 35.000"W x 84.000"L x 20.000"H Insulated ARCHITECTS PROJECT Job # 12051 1 NCAI8FA NCAI8FA EF -1 3750 —1.500" 1086 2.000 3 208 6.8 COVERS HOOD #1 2 NCAI8FA NCA18FA EF -2 3300 —1.000" 910 1.500 3 208 5.8 COVERS HOOD #2 3 NCAI8FA NCAI8FA EF -3 3150 —1.250" 971 1.500 3 208 5.8 COVERS HOODS #3 & #4 4 DU50HFA DU50HFA EF -4 600 —0.650" 1047 0.500 1 115 6.3 PASTA HOOD 5 DU50HFA DU50HFA EF -5 800 —0.500" 1010 0.500 1 115 6.3 DISHWASHER 6 DD13FA DD13FA EF -6 1350 —0.500" 1098 0.333 1 115 7.0 RESTROOMS A3—D.750—G18 G18 A3—D.750 7135 0.500" 798 5.000 3 208 14.1 7 ^TT7*ir1 A n '1n, llnr rvo 1./ Lj NO 1 1.L ON Ll v ,,_/ JJ l►l L i A L IJ ITEM ITEM SIZE 1 # 1 Curb 26.500"W x 26.500"L x 20.000"H Vented Hinged 2 # 2 Curb 26.500"W x 26.500"L x 20.000"H Vented Hinged 3 # 3 Curb 26.500"W x 26.500"L x 20.000"H Vented Hinged 4 # 4 Curb 19.500"W x 19.5001 x 22.000"H Vented 5 # 5 Curb 19.500"W x 19.500"L x 20.000"H Vented 6 # 6 Curb 19.500"W x 19.500"L x 12.000"H 7 # 7 Curb 35.000"W x 84.000"L x 20.000"H Insulated EF -1, EF -2, EF -3 NCAFA SERIES UPBLAST EXHAUST FANS (UL762) f------ RO NCAFA BELT DRIVE C CENTRIFUGAL UP—BLAST EXHAUST FANS DIMENSIONAL DATA FEATURES: — ROOF MOUNTED FANS — RESTAURANT MODEL — UL762 — AMCA SOUND AND AIR CERTIFIED — WIRING FROM MOTOR TO DISCONNECT SWITCH — WEATHERPROOF DISCONNECT — HIGH HEAT OPERATION 300-F (149'C) — GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300-F (149'C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE—UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600-F (316'C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. FAN MODEL HT W B C F R RO WEIGHT LB NCA18FA 33 3/8 37 1/4 2 28 29 1/2 18 24 1/2 195 DUHFA SERIES UPBLAST EXHAUST FANS (ULM) EF -4, EF -5 DUH DIRECT DRIVE CENTRIFUGAL UP—BLAST EXHAUST FANS DIMENSIONAL DATA FEATURES: OPTIONS: GREASE BOX HINGED FAN — ROOF MOUNTED FANS — RESTAURANT MODEL — UL762 — VARIABLE SPEED CONTROL — INTERNAL WIRING — WEATHERPROOF DISCONNECT — THERMAL OVERLOAD PROTECTION (SINGLE PHASE) — HIGH HEAT OPERATION 3007 (149'C) — GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300-F (149'C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE—UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600-F (316'C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. FAN MODEL HT W B C F R RO WEIGHT LB DU50HFA 27 1/4 28 7/8 2 21 21 1/2 13 1/4 17 1/2 55 VENTED CURB 20 GAUGE STEEL CONSTRUCTION / \\ ., I1,LIGE _ RO ROOF OPENING RO DIMENSIONS CURB DIMENSIONAL DATA FAN MODEL D E NCAI8FA 26 1/2 20 VENTED CURB ?0 GAUGE STEEL 'ONSTRUCTION ROOF OPENING RO �� RO DIMENSIONS CURB DIMENSIONAL DATA FAN MODEL D E DU50HFA 19 1/2 20 GAS FIRED MAKE—UP AIR UNIT(S) FAN UNIT BTU's TEMP. GAS TYPE NO. R RISE WEIGHT LB 7 539406 70 deg F Natural MODULAR OUTDOOR DOWN DISCHARGE DIRECT FIRED HEATER DIM "A" DIM "F" DIM"S" DIM "P" —0 07T ° OPENING C ISTE DIM "B" DIM "N" FLEX CONDUIT I AIRFLOW FOR FIELD ♦� DIM "J" WIRING ° J ALL DIMENSIO DIM "D" DIM )s Ell DIM "R" DIM "C" DIM "G" A KIM /11%Ir-AI 1" mlf/ lJCc crovi�r CURB OUTER WALL ROOF OPENING 2" SMALLER THEN CURB DIMENSION. LIFTING LUGS 4 PLACES 20 IN HIGH EQUIPMENT CURB BTU RANGE MBH MODEL BURNER LENGTH BTU LOW BTU H A3—D.750—G18 18" 27.5 825 DDFA SERIES DOWNBLAST EXHAUST FAN EF -6 RO C DDFA BELT DRIVE CENTRIFUGAL DOWNBLAST EXHAUST FANS DIMENSIONAL DATA 7" WC 114" WC I 1 1►' 3500 1 8000 FEATURES: — ROOF MOUNTED FANS — UL705 — AMCA SOUND AND AIR CERTIFIED — WIRING FROM MOTOR TO DISCONNECT SWITCH — DISCONNECT SWITCH — STANDARD BIRD SCREEN OPTIONS: BACKDRAFT DAMPER FAN MODEL HT W B C R RO WEIGHT LB DD13FA 25 1/2 26 1/4 2 21 12 1/E 16 105 BACKDRAFT DAMPER INSTALLATION AIR FLOW BACKDRAFT DAMPER I---- RO (ROOF OPENING) FILTER SIZE & QTY 16"x20"x2" (6) MAX. FILTER VELOCITY ®8000 CFM = 762 FPM CURB GAUGE EL JSTRUCTION - I I ,,qGE PENING RO �/ RO ROOF 0 DIMENSIONS CURB DIMENSIONAL DATA FAN MODEL D E DD13FA 19 1/2 12 W cc 4jQ m _ > ■ H C_J (D :::) Q B T W F--YN /ice C) z co V � N I CO XLLJ CO CN J_j N `i ARCHITECTS PROJECT Job # 12051 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS/ENGINEERS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK - DO NOT SCALE THE DRAWINGS AN ... �. cc 4jQ Issue Date: 5-21-12 REVISION 02 8-17-12 A 0 Resta u rant #: XXXX nm N UPDATED THRU: 2 HSKP 2010.1 DD2-04-2012 10206 N. MICHIGAN RD. CARMEL, INDIANA Drawing EXHAUST & MAKE-UP AIR INFORMATION AC5.2 NL A}iwixojd g61H G "00•02X 1 .00,92 UGAO I L # GOON F Z_ O 01 U1 to _U O 20-U ip OO ?O-0 Op O fi fi 2 XX pN 0 pN 0 X O X0 NO 0 X( 7 NO ' NSD _P'•4%.0 x_ 0' X. �o o'` ;063 DO A: �O0 3 208 1 115 ST -3 OL -3 "S -sot Fan Switch (Lighted) ML — 10'-4 bui}od A}IwlxoJd ON 6ul}D8 A}iwixOJd ON G „00' -ZX „00'0 Cl „00 -VZX 1 ..00,0E a 1}} >1 t, # CIOOH 6'-0" v� r HOOD # 2 2w 30 L— -1 –4" I L_ G J 2'-4" Oven 42.00" L x24.00" D v 120V/lPhose Exhaust Fan, High Proximity mo+ mom OA 15 WH R - (Fan Switch Shown Installed) Fans On/Off Thermostatically 2 XX pN 0 pN 0 -- �XL 3Ja �Xs 3JLL 3 t 10 a, t 1o.9 5A moo= moo= 3 208 1 115 ST -3 OL -3 "S -sot Fan Switch (Lighted) -- SA LL 1 AAP SLO-8L0 FUSE -PS -11 -FUSE 2-4., Wr (1)1N 6'-0" LL HOOD # 1 A4!LUIxOJd gI5pIH wQiP,�00'SZ uod �.DOIsID 8 2w 11" 2'-4" 2'-3"–1'-6"� 245 245 Gas Radiagt Charbroijer – S 36.00 L x24.00 D High Proximity 1'-6" 1'-6" 0 J 2'-0" 2'-0" 245 Range–Med 108.00 C x 12.00" D High Proximity 245 4" C ELECTRICAL BOX REMOTE PULL STATION DE TAIL 11' NOTE: 4" OCTAGONAL RACO NO. 165 OR EQUAL JUNCTION BOX INSTALLED BY JOBSITE ELECTRICIAN. LOCATE BOX 48" ABOVE FINISHED FLOOR LINE, RECESSED INTO WALL NEAR THE REAR KITCHEN EXIT. VERIFY LOCATION WITH GENERAL CONTRACTOR. RUN 1/2" CONDUIT WITH BENDS OR OFFSETS, FROM THE CENTER KNOCKOUT OF THE PULL STATION ELECTRICAL BOX TO AT LEAST 12" ABOVE THE CEILING HEIGHT. 11" 7 15" J � � 2w 30 29 28 28 4'-9" ELECTRICAL PREWIRE PACKAGE DRAWING NUMBER E31101FP TROL INPUT 120VAC H1=LINE, N1=NEUTRAL JOB NAME OLIVE GARDEN HIALEAH FL DATE 6/2/2011 JOB NUMBER 1356374 DRAWN BY 15A BKR - L`(; NC )VI < I,_1 N h /* k 3Phase - 120V/lPhase PRE -WIRE WITH 3 313hase Exhaust Fans, 1 313hase Supply Fan, 1 1 luj 120V/lPhose Exhaust Fan, 3 208 FS -01 Exhaust on in FIRE Condition, OA 15 WH R - (Fan Switch Shown Installed) Fans On/Off Thermostatically 2 TC -01 Al ST -1 OL -1 Controlled. -- OR A 98 5 E COMPONENT PARTS UST 3 _ 1 ST -2 OL -2 ORA 96 5 WH .011 -x Contactor Starter 5A 1 Amp Max 57-x -x overload 3 208 1 115 ST -3 OL -3 "S -sot Fan Switch (Lighted) -- SA A 96 5 1 AAP SLO-8L0 FUSE -PS -11 -FUSE 4 -xx light Switch C-5 Hood Ught(e) 3 PHASE 208V A -x MkxoSwItch (Ansul/PyroChem) 27 ST -2 OL -2 Relay DPDT - 34.110.0146.0 + Socket 5 _ L1 Tl T1_____ 6 R1-1 N C 7 NO ST -4 OL -4 OR - ORANGE OR/BL -ORANGE/BLUE (STRIPE; RD - RED BL/RD - BLUE/RED (STRIPE) 223 PHASE __ L3 TLT3----- A 2 96 95 XX TEMPERATURE CONTROLLER PXR4-WASI-GVOM N -X Temp Senior A/100-3W-PO-4'-EXPL (Note 1) 8 NOTE: WALL MOUNT PREWIRE, OR FIELD 23 9 ST -3 OL -3 Lt T��T1___ SPARE FIRE DRY CONTACTS SPARE RELAY CONTACTS IXH-3 GR BE FIELD WIRED. USED WHEN FRE SYSTEM L3 T3 T3 F— �~------ DISCHARGES TO SHUT 10 24 DOWN SHUNT TRIP. 18 x 18 X 6 Box EQUIPMENT.. OR PROVIDE 11 — —� SIGNALS R2-1 112-2 C2 NO — C3 C1 BK TC -0— WH TR Tripped. AR: Armed. C: Common 12 MS 1,�IC ART C1 SND TR1 B 13 14 BN Pa" SOCW STYLE YYNON' C-RO No • NO -BL Nc T NC e 7N MS -X Nkao.Swltch C -RD BiC LIGHT INPUT 120VAC H2-H5=LINE, N2-N5=NEUTRAL 15A BKR (MAX 140OW PER CIRCUIT) 15 LS -01 - H2� L W N2 - -PR COL toll e s NC -BR 16 17 3 PHASE 208V 1 PFS 115V ST -1 OL -1 OTOR TAU H T T HP FTA IRK EXH-''_ F7-1 3 208 2 6 OA SUP -7 A-1 3 208 5 4.1 -- EXH-2 E_�-2 3 208 1.5 4.7 5A -XH-3 EXH-� EF -3 E_-4 3 208 1 115 1.5 0.5 4.7 8.l -- SA 15 INPUT -- LI L2 T4 �~T2---- PUT Ll GR 2NW E L7 r, ----- IXH-4 GR FN F__7 ------ HIGH TEMP FUSIBLE LINK MGV 3 ww -- L2 I—�L- 3 PHASE L3 T�3-a%!L---- EXH-1 1 PHASE-- L3 ELECTRICAL GAS VALVE 34 -- !3 S SWIVEL ADAPTOR 19 H i 3 PHASE208V U D � W B ST -4 OL -4 L1 N CD WEE(L2 GR -720 - - - DENOTES FIELD WIRING U Z L3 DENOTES INTERNAL WIRING WIRE COLOR ARCHITECTS PROJECT 3 PHASE 208V 12051 BK -BLACK YW -YELLOW 27 ST -2 OL -2 SL - BLUE GY - GRAY _ L1 Tl T1_____ BR - BROWN PR - PURPLE INPUT WIRE__ L2 I JCt�---- EXH-2 GR OR - ORANGE OR/BL -ORANGE/BLUE (STRIPE; RD - RED BL/RD - BLUE/RED (STRIPE) 223 PHASE __ L3 TLT3----- WH -WHITE RD GN -RED GREEN STRIP 3 PHASEaV NOTE: WALL MOUNT PREWIRE, OR FIELD 23 ST -3 OL -3 Lt T��T1___ INSTALLED FIRE SYSTEM MICROSWITCH. THE TERMINALS SHOWING FACTORY WIRING MUST L2 AL2---- IXH-3 GR BE FIELD WIRED. L3 T3 T3 F— �~------ 24 NOTE 1: RTD TEMP SENSOR FIELD .WIRED WHEN RISERS SHIPPED LOOSE WHEN MULTIPLE TEAT SENSORS USED ON ONE FMN SWITCH, EACH SENSOR IS WIRED TO ITS OWN CONTROLLER AND THE CONTROLLER TERMINALS 4, 7. 10 AND 11 ARE WIRED N PARALLEL. A 1 AMP SLO-BLO 18 x 18 X 6 Box FUSE CONNECTS BETWEEN TERMINALS 6 AND 8 ON EACH CONTROLLER. i O DRAWING NUMBER: C ACAD FS PROG TXTFILES o9 P75 rotofs.FSD LEGEND —FIRE CABINET ANS UL SYSTEM 0 Job #: 496167 Job Name: Olive Garden P-75 Prototype 1A 1.5 GALLON TANK Drawn by: JEA 113 3 GALLON TANK System Size: ANSUL-3 0/3 0/3 0/3 0 Total FP required: 37 2 OEM AUTOMAN RELEASE Hood 1 14' 6.00 Long x 45 Wide x 30' High Riser 1 Size: 12" x 14" 3 OEM REGULATED RELEASE Riser 2 Size: 12" x 14" 4 OEM REGULATED ACTUATOR Hood 2 11' 10" Long x 45" Wide x 30" High 5 ANSULEX LIQUID AGENT (3 GAL.) Riser 1 Size: 12" x 24 6 ANSULEX LIQUID AGENT (1.5 GAL.) Hood 3 10' 4.00" Long„ x 51 " Wide x 30" High 7 CARTRIDGE (101-20) Riser 1 Size: 12 x 12 8 CARTRIDGE (101-10) Hood 4 9' 0" Long x 51 " Wide x 30" High 9 CARTRIDGE (101-30) Riser 1 Size: 12 x 12 9A CARTRIDGE (LT—A-101-30) 913 DOUBLE TANK CARTRIDGE g 1 B I 10 TEST LINK 9 5 NOTES 12 HOSE 11 LASSEMBL WITCH 1 N 11 10 — FIELD PIPE DROPS AS SHOWN 34 SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS 1100 DUCT NOZZLE (430913) — RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, 2W DUCT NOZZLE (419337) SALAMANDERS, ETC. 1W NOZZLE ASSEMBLY (419336) — MAXIMUM 9 ELBOWS IN SUPPLY LINE. 1F NOZZLE ASSEMBLY (419333) Mcv2 — MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE. 1N NOZZLE ASSEMBLY (419335) — IF APPLICABLE, PRE—PIPED CHARBROILER DROPS ARE SHIPPED LOOSE. 1/2N NOZZLE ASSEMBLY (419334) — FACTORY PIPING EXTENDS A MAXIMUM OF 6" ABOVE THE TOP OF THE HOOD. 3N NOZZLE ASSEMBLY (419338) — APPLIANCE DIMENSIONS LISTED REPRESENT THE COOKING SURFACE 245 NOZZLE ASSEMBLY (419340) SIZE, NOT THE OVERALL APPLIANCE SIZE. 230 NOZZLE ASSEMBLY (419339) 2120 NOZZLE ASSEMBLY (419343) — THIS FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS 290 NOZZLE ASSEMBLY (419342) 260 NOZZLE ASSEMBLY (419341) 28 DETECTOR BRACKET 29 LOW TEMP FUSIBLE LINK 30 HIGH TEMP FUSIBLE LINK MGV MECHANICAL GAS VALVE EGV ELECTRICAL GAS VALVE 34 REMOTE MANUAL PULL STATION S SWIVEL ADAPTOR LL! m Ln v H i U D � W B Y N 0 Z cD CD N U Z I X Ln C"I _j N J � ARCHITECTS PROJECT Job # 12051 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS/ENGINEERS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK - DO NOT SCALE THE DRAWINGS b� AN. '•y��y �•f- �.:4s 3ZS Ire ;sNn .. ft Issue Date: 5-21-12 REVISION 02 8-17-12 0 0 Restaurant #: XXXX OLIVE AR EN P76L-WD UPDATED THRU.Zji� HSKP 2010.1 DD2-04-2012 10206 N.) MICHIGAN RD. CARMEL, INDIANA Drawing KITCHEN HOOD DIAGRAM INFORMATION AC5.3 SECTION 15010 MECHANICAL SPECIAL CONDITIONS Part 1.00 General E 1.01 SPECIAL NOTIC A. Each contractor shall read all relevant documents, become familiar with the job, scope of work, type of general construction, and the architectural, structural, mechanical and electrical drawings and specifications. Each contractor shall also familiarize himself with the purpose for which these documents have been prepared and shall become cognizant of all the details involved. Each contractor shall coordinate his work with that of others. B. The term "contractor" used in this section of the specification shall mean the contractor whose work is covered by this section. C.When the term "Engineer" is used in this section of the specification, it shall mean the consulting mechanical engineer. 1.02 SCOPE OF WORK A. This section of the work shall comprise the furnishing of all materials, equipment, tools, labor and transportation necessary for the complete installation of the mechanical systems shown and hereinafter specified. Work is to be complete in every respect whether specifically mentioned in contract documents or not. This work and materials includes, but is not limited to, the following items: 1. Heating, ventilating and central air conditioning systems including, but not limited to, heating and cooling units, complete duct system including grilles, registers and diffusers, insulation, accessories, temperature control systems and the installation of exhaust and ventilation units furnished by the owner. 1.03 FEES AND PERMITS A. Each contractor shall obtain all permits, inspections and approvals applicable to his trade and required by regulatory authorities. All fees and costs of any nature whatsoever incidental to these permits, inspections and approvals �,hall be paid by the contractor as part of his Base Contract. 1.04 RESPONSIBILITY OF THE CONTRACTOR A. Each contractor shall be responsible for all work of every description in connection with his contract. He shall specifically and distinctly assume, and acies so assume, all risk for damage or injury from whatever cause to property or person used or employed on or in connection with this work and of all damage or injury to any persons or property wherever located, resulting from any action or operation under the contract or in connection with the work, and undertake the promise to defend the General Contractor against all claims resulting from any such damage or injury. B. Each contractor will be held responsible for the execution of a satisfactory and complete piece of work, in accordance with the true intent of the drawings and specifications and all bulletins and addenda which may be issued during the time of bidding. Fie shall provide, without extra charge, all incidental items � required as part of his work, even though not particularly specified or indicated, and if he has good reason for objecting to the use of any material, appliance or method of construction as shown or specified, he shall make report of such objections to the Owner's Representative, and obtain proper adjustment before the Contract is made, and shall proceed with the work, only with the understanding that a satisfactory job is required. 1.05 DRAWINGS AND SPECIFICATIONS A. The interrelation of the specifications, drawings and schedules shall be as hereinbefore described in the Architectural sections of the specifications. B. Should the drawings disagree in themselves, or with the specifications, the better quality or greater quantity of work or materials shall be estimated upon, and unless otherwise ordered by the Architect in writing, shall be performed or furnished. In case the specifications should not fully agree with the schedules, the latter shall govern. Figures given on drawings govern scale measurements and large-scale details govern small-scale drawings. C. The "Scope of Work" as hereinbefore stated, is intended to designate the general descripticn of the work which shall be performed by each of the major contractors. It is not intended to include all items of work, either generally or specifically, nor is it intended to limit the scope of work where plans, schedules, notes or standard practice requires the inclusion of other specific items. D. When the drawings do not give exact details as to the elevations or pipe, conduit and ducts, the contractors shall physically arrange the systems to lit in the space available at the elevations intended with the proper grades for the functioning of the systems involved. Piping, exposed conduit and the duct systems shall be coordinated with the bUilding construction, and located as high as possible against the structure in a neat and workmanlike manner. Work shall be concealed in all finished areas unless otherwise noted. 1.06 FINAL INSPECTIONS A. The purpose of the final inspection is to determine whether the contractor has completed the work in a proper and workmanlike manner, that he has apparently installed the work in accordance with the intent of the drawings and specifications and that, in the Owner's Representative's opinion, the work is satisfactory for acceptance. B. It shall be the duty of each contractor to personally make the special inspection trip as a whole, assuring himself that the work on the project is ready for final inspection. C. Before making the final inspection, the Owner's Representative must have received the following documents or evidence that they will be available at the time of inspection: 1. Certificates of acceptance from local inspecting authorities. 2. The letter of compliance from the Mechanical and Electrical Contractors. 3. All data called for in the "Records for Owner" article of this section of the specifications. 1.07 GUARANTEE A. All materials, equipment and workmanship shall be guaranteed for a period of one year from the date of acceptance of this project, except that where specific equipment is noted to have extended guarantees, the contractor shall be responsible for the proper registration of these guarantees so that the Owner can make all proper claims should future needs develop. All work found to be defective shall be rcpaired or replaced by the contractor without any charge to the Owner. Part 2.00 Products 2.01 MATERIALS A. Materials utilized in the construction of this building shall be new, and of the quality indicated and. unless otherwise noted, be manufactured in the United States of America. Manufacturers' names are mentioned herein. Products by the named manufacturers have proved to be satisfactory under similar conditions of service. B Where a manufacturer's name appears in the specification-, it is not to be construed to mean that equipment by the named manufacturer does not have to fully meet the requirements detailed in the specifications. All similar equipment provided for the project by any one contractor shall be of the same manufacturer whether furnished Linder the original contractor or under a change order, unless specifically specified to the contrary. C. No substitutions shall be allowed without written approval from the Darden Restaurants Project Manager. 2.02 CODES AND STANDARDS A. All materials and workmanship shall comply with all applicable local, county, state and national codes, specifications, ordinances, utility company regulations and specified industry standards. B. In case of a difference between building codes, specifications, state laws, local ordinances, industry standards, utility company regulations and the Contract Documents, the : qost stringent shall govern. The contractor shall promptly notify the Owner's Representative in writing of any such differences. Should the contractor perform any work that does not comply with the requirements of the applicable building codes, state laws, local ordinances, industry standards, utility company regulations, he shall bear all costs arising in correcting these deficiencies. C.In addition to the local. County, and state ordinances. the utility company regulations, the following industry standards and codes shall apply as applicable, except that where the requirements of this specification are more stringent then the following st&ndards, they shall take precedence-. AGA - American Gas Association AIEE - American Institute of Electrical Engineer-, AMCA - Air Moving and Conditioning Association ASA - American Standard Association ASHRAE - American Society of Heating, Refrigeration and Air Conditioning Engineers ASME - American Society of Mechanical Engineers ASTM - American Society of Testing Materials AWWA - American Water Works Association IES - Illuminating Engineering Society NEC - National Electrical Code NEMA -National Electrical Manufacturers Association NFPA - National Fire Protection Association SMACNA - Sheet Metal and Air Conditioning Contractor National Association UL - Underwriters' Laboratories Part 2.00 Products 2.03 SUBMITTAL DATA A. The submittal data shall be handled as hereinbefore specified in the "General Conditions" section of these specifications as specified for "Shop Drawings". B. Before submittal of all data, the contractor shall check each piece of apparatus, equipment and accessory to insure compliance with requirements of the plans and specifications and shall clearly mark each submittal with his signature to indicate that they are in full compliance. Any submittals received without the contractor's signature may be returned without being checked. It shall be the contractor's responsibility to point out all deviations between the plans and specifications and the materials submitted. C. Each set of data from any one manufacturer shall be bound in an individual folder properly indexed and marked to indicate job, contractor, supplier and purpose for which data enclosed is being offered. Data submitted shall show proposed equipment only and shall not be catalogues showing a manufacturer's complete line. Each sheet shall indicate the name of manufacturer of the equipment being submitted. Sufficient data shall be included to prove compliance with the specifications as far as use, capacity, efficiencies, physical size, quality of materials and all other pertinent specified particulars. 2.04 SHOP DRAWINGS A. Each contractor shall submit shop drawings whenever equipment proposed varies in physical size and requires rearrangement of equipment space; where tight spaces require extreme coordination between ductwork, piping, and other equipment; where called for elsewhere in these specifications; and where specifically requested by the Owner's Representative. Shop drawings shall be made at no additional charge. B. All required shop drawings, except as hereinafter specified, shall be prepared at a scale of not less than 1/4 inch equals on one foot by the contractor. He shall submit prints as hereinbefore described under "Submittal Data". C. Shop drawings shall be prepared on the following items: 1. For installation of roof top units and duct systems where units furnished differ in physical size and arrangement from those scheduled and shown. 2. In other locations, as directed by the Owner's Representative. D. Shop drawings shall be complete working drawings prepared in a neat reproducible form and shall indicate the work of all trades in the areas involved. Unless otherwise directed, they shall be prepared by the Heating, Ventilating and Air Conditioning Contractor who shall be responsible for the coordination with other trades. 2.05 EQUIPMENT IDENTIFICATION A. All major equipment such as air handling units and exhaust fans shall be identified by the attachment of nameplates constructed from laminated phenolic engraved plastic, 3 ply, with black surface and white e condensed gothic, at least 1/4 inch high interior core, at least 1/16 inch thick. Engraved lettering shall b and properly spaced for easy and legible reading. Plates shall be attached to equipment by the use of a permanent type adhesive or chromium plated screws. Embossed plastic tape is not acceptable. 2.06 RECORDS FOR OWNER ata in duplicate, prepared in a A. Each contractor shall accumulate, during the job progress, the following d neat brochure or pocket folder, and turn over to the Owner's Representative: 1. All warranties, guarantees and manufacturer's directions on equipment and materials covered by the Contract including operating instructions and recommended maintenance and seasonal changeover procedures. 2. Copies of approved shop drawings. 3. Any and all other data and/or drawings req; -red during constructions. Part 3.00 Execution 3.01 EXAMINATION OF PREMISES A. Before submitting proposals for his work, each bidder shall be held to have examined the premises and satisfied himself as to the existing conditions under which he will be obliged to operate, or that will in any manner affect the work under this Contract. No allowance shall be made subsequently in this connection in behalf of the contractor for any error or negligence on his part. 3.02 SPACE AND EQUIPMENT ARRANGEMENT A. Each contractor shall be responsible to see that equipment proposed by him will fit the spaces available. In certain instances he will note that the equipment is mentioned by name in the equipment schedules. In these cases it is the equipment vv��ose dimensions and connection arrangements have been used for the preparation of the layouts shown on the working drawings. Should the use of equipment by other approved manufacturers or of other physical shape than those shown on the drawings be proposed, it shall be the responsibility of the contractor making the proposal to submit for approval shop drawings showing the arrangement of the proposed equipment in the space available. Approval of substitution offered without these shop drawings does not relieve the contractor of the responsibility of arranging the equipment in a satisfactory workable installation in the space shown on the drawings. 3.03 MANUFACTURER'S DIRECTIONS A. The manufacturer's published directions shall be followed in the delivery, storage, protection, installation, piping and wiring of all equipment and material. The contractor shall promptly notify the Owner's Representative in writing of any conflict between the requirements of the Contract Documents and the manufacturer's directions, and shall obtain instructions before proceeding with the work. Should the contractor perform any work before receiving such instructions, he shall bear all costs arising in connection with the deficiencies. 3.04 CUTTING AND PATCHING A. Each contractor shall notify the Gereral Contractor sufficiently ahead of the construction of any floors, walls, ceilings, roofs, etc, of the openings that will be required for his work. He shall also see that any and all sleeves that are required for his work are set at proper times so as not to hold up the progress of the job. Any cutting and patching required to be done because of lack of proper coordination shall be dune by the General Contractor at the expense of the contractors involved. B. Do not request the General Contractor to cut any structural members without first having received written permission from the Owner's Representative. Cutting of round openings which can be done by tne use of a rotary drill may be done by the contractor requiring same. 3.05 ELECTRICAL ENERGY, WATER AND SANITARY FACILITIES A. Electrical energy, water and sanitary facilities required for the construction of this project shall be provided as herein before specified under the Architectural sections of the work except as follows. All electrical energy required for welding shall be provided by the contractor doing the welding in the form of portable gasoline power generators as allowed by local codes and regulations. 3.06 ELECTRIC WIRING OF MOTORS AND EQUIPMENT A. The Electrical Contractor shall furnish and install all wiring for the installation of equipment furnished under other sections of the work. The Electrical Contractor shall furnish all disconnect switches as required for the proper operation of the equipment unless such equipment is specified to be factory mounted. B. Each contractor shall note that the electrical design and drawings are based on the equipment scheduled and shown on the drawings, should any contractor submit for approval equipment requiring changes to the electrical design for which the Electrical Contractor will request and extra, this extra shall be paid by the contractor providing the equipment requiring the change. 3.07 QUIET OPERATION A. This work shall be installed in such a manner that under all conditions of load it shall operate without sound or vibration which is objectionable in the occupied spaces in the opinion of the Owner's Representative. In the case of moving machinery, sound or vibration annoyingly noticeable inside its own room can be considered as objectionable. SECTION 15060 EQUIPMENT Part 1.00 General 1.01 SPECIAL NOTICE A.Each contractor shall read all relevant documents, become familiar with the job, scope of work, type of general construction, and the architectural, s1ructural, mechanical and electrical drawings and specifications. Each contractor shall also familiarize himself with the purpose for which these documents have been prepared and shall become cognizant of all the details involved. Each contractor shall coordinate his work with that ot others. B. The term "contractor" used in this section of the specification shall mean the contractor whose work is covered by this section. C.When the term "Engineer" is used in this section of the specification, it shall mean the consulting mechanical engineer. Part 2.00 Products 2.01 ELECTRIC WALL HEATERS A.Electric wall heaters shall be recessed type with steel front cover w'th downflow discharge louver. " B. Heating elements shall be steel sheath with built-in thermostat, 50. to I 1 O'F. C.Fan shall have permanently lubricated motor with built-in delay switch. D. Unit shall be U.L. listed. E. Approved Manufacturers: Broan, Brasch, Singer. 2.02 ELECTRIC UNIT E ctured in full A. Electric heating elements shall be finned tubular type (steel fins/ copper tube) manufa accordance with all NEC requirements and bearing applicable UL labels. B. Unit heater shall be draw-thru type wicorrosion protected elements, enclosed motor, permanently lubricated bearings, built-in thermal protection, single supply circuit, aluminum fan, direct drive, thermal individually adjustable louvers, built-in thermostat. fan delay switch, enamel painted cabinet, brackets, C. Approved Manufacturers: Indeeco, Brasch, and Besco. Part 3.00 Execution 3.01 INSTALLATION OF EQUIPMENT A. All air conditioning and heating equipment shall be set in place, leveled and connected as indicated on the drawings. All equipment shall be properly protected from damage during storage and construction and shall be thoroughly cleaned and factory applied paint touched up where scratched or otherwise damaged, prior to final acceptance. B. Installation procedures shall be in strict accordance with manufacturer's published instructions and the contract documents as hereinbefore specified. Contractor shall furnish all required valves, unions, supports and other required miscellaneous devices. C.Rooftop curbs for rooftop equipment are to be set on top of a double 2x nailer. The rooftop curbs are not to be set directly upon the roof deck. 3.02 VIBRATION ISOLATION A. All equipment Linde, this section of the work shall be installed in such a manner that under all conditions of load it shall operate without sound of operation which is objectionable in the occupied spaces in the opinion of the Architect. Fans, compressors, and other similar equipment shall be properly vibration isolated within the manufacturer unit system and all units shall be mounted on isolation pads so as to prevent metal to metal contact between equipment and building structure. 3.03 KITCHEN HOOD EQUIPMENT AND EXHAUST FANS A. Kitchen hoods, the hood fire suppression systems, kitchen supply, exhaust, make-up air heaters and toilet exhaust fans all complete with roof mounting curbs, back draft dampers and starters where required shall be provided by the owner (GMRI, Inc.) and installed by this contractor. The contractor shall set all fans, hang the hoods, and install all interconnecting ductwork and accessories for proper operation as required by code and recommended by the hood manufacturer for proper operation of the systems. The fire suppression system (supplied with the hoods) shall be installed complete with mechanical and electrical gas valves for each riser and remote manual pull release stations. B. The kitchen hood equipment shall be manufactured by Captive -Aire Systems, Inc. Contact Steve Luddy at (407)682-3100 or FAX (407)682-2820 for information. 3.04 FOOD SERVICE EQUIPMENT REFRIGERATION A. The contractor is to set all refrigeration compressors for the food service equipment. He is to run the refrigerant piping and supply the proper refrigerant charges. 3.05 REFRIGERANT PIPING AND ACCESSORIES A. Refrigerant piping and connections shall be made with Type "K" hard drawn copper tubing, specially cleaned and sealed for refrigerant service, recessed solder joint fittings of wrought copper, assembled with silfos in an atmosphere of dry nitrogen using no flux. B. Stop valves shall be of back seating key operated seal cap type except hose which must be closed or opened during normal operation of the system, which shall have hand wheels and shall be of the pack less type. C.Refrigerant strainers shall be of the angle type, cleanable without disturbing piping connections, constructed of brass with solder joint connections. Screen shall be constructed of monel with perforations not to exceed .01 inch and free area not less than 5 times the area of inlet pipe. D. Refrigerant filter -dryer shall be of the straight type with permanent cartridges. Dryers shall have brass bodies and solder joint connections. Cartridges shall be capable of removing moisture and acids and filter foreign matter. E. Expansion valves shall be of the thermal, gas charged type with external equalizer connections, external super heat adjustments with seal caps, solder joint or flanged connections, capable to move from fully closed to fully opened, with 4o super heat change. Super heat setting shall be 1 Oo at full load. F. Solenoid valves shall be selected for a pressure drop not to exceed #2 per square inch pressure drop. Valves with port area 5/32 inch and smaller shall be directed acting type. Above 5/32 inch port area, valves shall be pilot operated and floating piston type. Connections shall be solder joint or flanged with manual lift stem. G.Combination moisture and liquid indications shall be installed between the expansion valve and solenoid valve and shall be provided with seal caps with solder joints connections. Liquid indicators only shall be installed as indicated on drawings. H.Approved Manufacturers: Alco, Henry, Metrex, Mueller Brass, and Sporlan. 3.06 REFRIGERANT AND OIL A. The Contractor shall furnish for each of the new machines and each of the relocated refrigeration machines an adequate supply of refrigerant and oil, shall guarantee to maintain refrigerant and oil in the system in proper quantities for one year from the date of acceptance by the Engineer for the Owner. B. At the end of one year's operation, an inspection of the system shall be made. At that time the refrigerant charge shall be brought up to the full charge, oil shall be brought to full charge, labor and material costs involved shall be borne by the Contractor. Any refrigerant and oil used during the one year period from the date of acceptance to the date of inspection, shall be furnished free of charge by the Contractor for both labor and material, provided the loss of refrigerant has not been due to the misuse of equipment. SECTION 15070 SHEETMETAL DUCTWORK AND ACCESSORIES Part 1.00 General 1.01 SPECIAL NOTICE A. Each contractor shall read all relevant documents, become familiar with the job, scope of work, type of general construction, and the architectural, structural, mechanical and electrical drawings and specificatioiis. Each contractor shall also familiarize himself with the purpose for which these documents have been prepared and shall become cognizant of all the details involved. Each contractor shall coordinate his work with that of others. B. The term "contractor" used in this section of the specification shall mean the contractor whose work is covered by this section. C.When the term "Engineer" is used in this section of the specification, it shall mean the consulting mechanical engineer. Part 2.00 Products 2.01 GRILLES, REC71STERS AND DIFFUSERS A. All grilles, registers and ceiling diffusers shall be furnished and installed where indicated on the drawings. Supply units shall be designed to provide the throw and spread required with no apparent drafts or excessive air movements within the ventilation of air-conditioned spaces. Any air distribution accessories required to effect these conditions shall be furnished and installed as part of the supply unit by this contractor. B. The noise spectrum of the supply units shall not exceed N.C. - 35 as defined in the latest issue of ASHRAE Guide. Units causing excessive air movement, drafts or objectionable noise shall be replaced as l.art of the Contract. All devices shall be furnished with prime coat finish for final painting under another sel-tion of the work (unless noted otherwise). C.DARDEN has classified Titus products as "Building Standard". This classification implies that Titus products will be used where feasible. Any substitutions must be approved by DARDEN prior to use. For information on pricing and delivery of specified Titus products, call the local Titus representative in your area. Contractors must identify this project by Restaurant name and model number in order to receive DARDEN's National Account discount pricing. If the local representative is unknown, call Matt Myer at Titus (404-767-2190). D. Supply Grilles: Where supplies are noted or required, they shall be arilles of the proper type as - hereinafter scheduled with the addition of factory installed key operated opposed blade dampers. E. Gaskets: Flanges of all diffusers, registers and grilles shall be gasketed with foam rubber gaskets to prevent leaking and smudging. Part 3.00 Execution 3.01 SHEETMETAL DUCTWORK A. Supply, return and exhaust duct sys'Lems shall be constructed and installed as shown ar.d hereinafter specified. Systems shall be complete including materials, fabrication, installation and connection to grilles, diffusers, fans and other equipment. All ductwork and associated appurtenances shall be fabricated of standard galvanized steel sheets or aluminum base alloy sheets having not more than 0.40% copper of the minimum gauges recommended by SMACNA. Where local codes require heavier gauges than specified, they shall be furnished. All construction details shall be in accordance with the applicable sections of the standard practice manuals as published by the "Sheet Metal and Air Conditioning Contractor's National Association, Inc.". B. Installation shall be made in a neat and workmanlike manner, with all joints and seams adequately fastened and sealed to make a tight air duct systern and in general with the bottom of the duct system kept level and held as high as possible against the building construction. C.Rectangular ductwork shall be constructed using Pittsburgh lock or snap lock seam on all longitudinal joints. Traverse joints shall be made as scheduled in the SMACNA Guide in accordance with duct dimension. Elbows, tees, and splits shall be constructed with square turns and/or radius turns which shall have a radius 1-1/2 times the width of the duct as an absolute minimum. If square turns are used, the contractor shall fabricate and install turning vanes in each turn. Where reduction in sizes of ducts are constructed, the reduction shall be gradual with a slope of approximately 15'. Where ducts swallow pipes or conduit, construct a streamline fitting in the form of a teardrop around the conduit or pipe. ing of low-pressure ductwork shall be of the flexible type and shall have a combustibility rating as hereinbefore specified. It shall be fibrous glass base material, (anti -mildew), one -inch thickness, and shall have a sound absorption coefficient of .58 in the third octave band. It shall be secured to the interior surface of the ducts by gluing into place with a fire retardant adhesive as recommended by the manufacturer and subsequently secured with approved mechanical fasteners approximately 12 inches on centers in both directions, with all joints sealed and made vaportight. All dimensions shown on drawings are those clear dimensions inside the lined duct. All return air ductwork and the supply air ductwork through the ;'irst elbow shall be lined as herein specified, at contractor's option, all supply and return ductwork may be lined in lieu of insulation hereinafter specified. E. A flexible connection shall be installed between sheet metal ducts and the supply side and return connection of each piece of air handling equipment. Flexible connections shall be fabricated of a heavy glass fabric double coated with neoprene. The fabric shall be absolutely waterproof, air tight, noncombustible, fire retardant and shall be resistant to acids, alkaline, gasoline, and grease. A minimum of 4 inches in the direction of airflow shall be used at each point of connection, shall be carried arourid the perimeter of the duct and fan unit, and shall have a sheet metal band on thu exterior with clinching bolts. Flexible connections exposed to the exterior shall be protected from the sun by installing a 24 gauge galvanized steel cover all around, The cover shall overlap the flexible connection by 1", it shall be secured to the AHU/RTU side only and not short circuit the AHU/RTU vibration to the ductwork. F. Flexible ducts may be used to make connections between supply air duct systems and ceiling diffusers, in lay -in acoustical ceilings. Duct shall be constructed of a fire retardant, non-combustible fabric with smooth interior surfaces wound around a spiral wire form and insulated with I inch fiberglass vapor sealed. Flexible duct shall be secured to the sheet metal duct and to the device which they are serving by applying MMM -EM -800 compound to the male end of each pipe, slipping the flexible duct on and securing in place with an external metal band. T ap into duct shall be made with factory fabricated metal thimble with damper and locking quadrant. Flexible duct connections shall not be more than five feet in length, nor have an accumulated turn of more than 90o. G.All ductwork, both horizontal and vertical shall be properly and securely supported from the building structuial system. Attachment to �uilcling structure shall be as specified. Rectangular ductwork depending on width shall either be supported on galvanized steel band iron secured to construction with a single hanger strap and fastened to the vertical sides of rectangular ducts with three or more sheet metal screws or suppoiIed on angle iron trapeze supported from the stru,;ture with two hanger rods depending on width as outlined in SMACNA manual. H. Fire and smoke dampers shall be installed where indicated and where required by applicable codes. AlI fire and smoke dampers shall be constructed in strict accordance with the requirements of the Natiunal Fire Protection Association, Bulletin No. 9, and furnished complete with a suitable Underwriters' approved thermal element and/or smoke sensing element and control with required electric service AlI factory fabricated dampers shall bear applicable U.L. labels. The Heating, Ventilating and Air Conditioning Contractor shall furnish and install a proper access door in the ductwork for access to and resetting of the dampers. This contractor shall also furnish an access door as specified in the Supplementary Mechanical and Electrical General Conditions for installation by the General Contractor where necessary for access to the fire and smoke damper through furring or ceiling spaces. 1. Grille and outlet connections to the duct system shall be constructed in box form which shall be secured to the duct with a clinch joint and shall extend throug ;h the ceiling and/or wall. Do not cut a seam or joint in duct for grille boxes. Sidewall grille boxes shall have a flanged face flush with the finished wall, not less than 3/4 -inch border. For ceiling outlets, extend tap through the ceiling for connection to the outlet. The maximum dimension of the grille and/or outlet box shall determine the gauge of the metal in the schedule for duct sizes. In each side wall grille box, furnish and install a fixed louver capable of I equalizing the air distribution across the face of the grille. ' J. Range hood exhaust ductwork shall be fabricated and installed in full accordance with the requirements of NFPA Bulletin 96. Ductwork shall be fabricated of 16 gauge minimum thickness, black steel with all joints welded. Duct shall be properly attached to exhaust hoods and fans. Required clean-out access doors shall be installed in the vertical face of the ductwork. Only opposed blade dampers may be used in kitchen make-up air ductwork requiring balancing. K. Ductwork for dishwasher exhaust shall be fabricated as hereinbefore specified for rectangular low pressure work, except that ducts shall be fabricated from equivalent thickness stainless steel sheets fabricated as hereinbefore specified for range hood exhaust ducts. All ductwork shall be properly pitched to drain to the hood connection and all joints shall be sealed to prevent leaking. Duct shall comply with irements of NFPA Bulletin #96. requ SECTION 15080 TESTING, ADJUSTING AND BALANCING Part 1.00 General 1.01 SPECIAL NOTICE A. Each contractor shall read all relevant documents, become familiar with the job, scope of work, type of general construction, and the architectural, structural, mechanical and electrical drawings and specifications. Each contractor shall also familiarize himself with the purpose for which these documents have been prepared and shall become cognizant of all the details involved. Each contractor shall coordinate his work with that of others. B. The term "contractor" used in this section of the specification shall mean the contractor whose work is covered by this section. C. When the term "Engineer" is used in this section of the specification, it shall mean the consulting mechanical engineer. 1.02 START-UP, TEST AND ADJUSTMENT A. The purpose of starting, testing and adjusting this equipment is to put it into final operating condition for the Owner's use and benefit. All tests of equipment and systems required to prove compliance with the drawings and specifications shall be performed in the presence of the Owner's Representative. Owner's Representative shall be made completely familiar with the complete working of all the mechanical systems. B. The General Contractor will be responsible for the HVAC Test and Balance, which must be performed by Melink Corporation National Accounts, Cincinnati, OH. Contact Melink directly at (513) 271-1615 for C. The General Contractor shall schedule a tentative T & B date with Melink a minimum of 4 weeks in advance, and call in a confirmed date a minimum of 2 weeks in advance. This will be necessary to guarantee the T & B work on the requested data. D. This work shall be performed after the HVAC system start-up is completed. Also gas and electric power must be turned on, cooking equipment operational, all doors and windows installed, and ceiling tiles in place - prior to the Test and Air Balance. E. The T&B covers all heating and air-conditioning, and exhaust ventilation systems, A certified report shall be submitted to the General Contractor and a copy to DARDEN within 2 weeks of completions. F. In jurisdictions where the Health or Mechanical inspector test the hoods, the General Contractor shall notify Melink and attempt to schedule the T&B date concurrently with the inspector's visit - to ensure there are no questions or problems. Also, if the certified report is needed by the inspector sooner than the standard 2 -week turnaround, the General Contractor shall notify Melink when confirming the T&B date. ough for Melink to fulfill their obligations for the G.If upon arrival at the jobsite the project is not complete en complete test and balance, Melink will have the opportunity to inform the GC that he will have to return. This return visit will be at the GC's expense. f the complete system within 30 - 60 days after its first inspection. H.Melink will perform a follow up check o If major punch list items still have not been completed or if new major items are found, a mandatory revisit will be required by Melink. This next visit will be at the GC's expense. Each revisit will be at the GC's expense until all major punch list items have been satisfied. Part 2.00 Products Not Used Part 3.00 Execution 3.01 TESTING, ADJUSTING AND BALANCING A.GENERAL: The T&B work shall be in accordance with the following checklist: 1. Inquire about any problems or complaints. 2. Compare mechanical plans to installed system. 3. Document design specifications for report. 4. Ensure all fans are running for balance. 5. Measure initial building pressure. B. INSPECT ROOFTOP EQUIPMENT: Inspect units and note any deficiencies. 1. Record unit nameplate data. 2. Check thermostats for proper settings. 3. Check for correct fan rotation (include condenser fans). 4. Check conditions of filters and coils. sition of outside air dampers. 5. Check po 6. Check gas lines and condensate lines. 7. Check belt tension and pulley alignment. 8. Check disconnect switches and covers. 9. Check any fan noise and vibration. 1 O.Check heat/cool modes of RTU's. C. TEST AND BALANCE KITCHEN HOOD SYSTEM: 1. Measure supply and exhaust CFM in hoods. 2. Observe hood smoke capture with equipment on. 3. Adjust SL,. ply and exhaust RPM and damper SA, as required. a. Check actual amps verses motor FLA. b. Not adjustments made on pulleys c. Measure final RPM's. 4. Evaluate duct system design and installation 5. Ensure that final smoke tests are satisfactory. D. TEST AND BALANCE HEATING/COOLING SYSTEM: 1. Measure RTU supply and return airflows. 2. Check for drafts and hot/cold spots. 3. Adjust RPM as necessary to achieve design. a. Check actual amps versus motor FLA. b. Note adjustments made on pulleys. c. Measure final RPM's. 4. Damper at branch takeoffs first and diffusers second. 5. Evaluate duct system design and installatiun. 6. Ensure slightly positive building pressure. a. Fine tune position of OA dampers. b. Measure final building pressure. E. F I NAL REVIEW: 1. Review report and data for completeness. 2. Discusr, results and findings with superintendent. Air qualities shall be balanced to within + 10% of design as a general rule. However, in some cases, the air quantities may need to be adjusted differently in ordE.- to ensure acceptable comfort levels, hood capture performance, positive building pressure, etc. Melink shall notify the superintendent of any deficiencies needing immediate attention, and the General Contractor shall have the mechanical and elect,rical contractors available on call to promptly correct any such problems (i.e. replace burned out motors, failed thermostats, incorrect wiring, bad circuit breakers and starters, dirty filter, missing dampers, undersized RTU outside air intake). In the event Melink needs to reschedule a follow up visit to test and balance any equipment not ready on the originally scheduled T&B date, the General Contractor shall pay for the additional cost involved, including travel. All data required by these specifications shall be typed on white bond paper in. triplicate and submitted to the Owner's Representative for approval. Complete approval will be necessary before final payment can be made. The contractor shall then make such instruments as are required for spot checks on the system. SECTION 15090 COVERING AND INSULATION Part 1.00 General 1.01 SPECIAL NOTICE A. Each contractor shall read all relevant documents, become familiar with the job, scope of work, type of general construction, and the architectural, structural, mechanical and electrical d-awincs and specifications. Each contractor shall also familiarize himself with the purpose for which these. documents have been prepared and shall become cognizant of all the details involved. Each contractor shall coordinate his work with that of others. B. The term ,.contractor" used in this section of the specification shall mean the contractor whose work is covered by this section. C. When the term "Engineer" is used in this section of the specification, it shall mean the consulting mechanical engineer. Part 2.00 Products 2.01 AIR DISTRIBUTION DUCTWORK � A. All air-conditioning supply ductwork (except that portion specified or indicated to be acousVcally lined) shall be insulated as hereinafter specified with 2 -inch thick insulation material. . us glass B. All duct systems hereinbeiore specified to be insulated shall be insulated with 3/4 lb density fibro blanket insulation, factory faced with flame resistant fiberglass reinforced aluminurn foil faced Kraft paper. Install Duct Wrap Insulation with facing outside so that tape flap overlaps insulation and facing at other end of piece of Duct Wrap. Insulation shall be tightly butted. If ducts are rectangular or square, install so insulation is not excessively compressed at duct corners. Seams shall be stapled approximately 6" on center with outwaid clinching staples, then sealed with pressure -sensitive tape matching the facing. C. Where rectangular ducts are 24" in width or greater, Duct Wrap Insulation shall be additionally secured to the bodom of the duct with mechanical fasteners such as pins and speed clip washers, spaced on 18" centers (maximum) to prevent sagging of insulation. Adjacent sections of Duct Wrap Insulation shall be tightly butted with the 2" tape flap overlapping. Seal all tears, ounctures, and other penetrations of the Duct Wrap Insulation facing with tape or mastic to provide a vapor tight system. ALTERNATE PARAGRAPHS: - ,L.02 RANGE EXHAUST DUCT A. The kitchen range hood exhaust duct shall be insulated with 2 -inch thick, U. L. approved, rigid type calcium silicate insulation with a .20 ETU per pound per degree Fahrenheit specific heat 1,000 degree design. Insulation shall be installed over all kitchen exhaust ductwork located above finished ceiling, in full accordance with the published instructions from the manufacturer. Insulation shall be covered with fire retardant treated canvas jacket. Installation shall comply with the U.L. approval. Alternate: Thermal Ceramics - Firemaster U.L. approved duct wrap, (thickness and quantity of layers shall be verified with local Building Department). Part 3.00 Execution 3.01 MANUFACTURERS AND INSTRUCTIONS A. The insulation hereinbefore specified shall be furnished and installed by a contractor whose principal business is the application and installation of thermal materials on piping systems. All material shall be manufactured by one of the listed approved manufacturer's instructions, except where these instructions conflict with the specifications hereinafter stated, in which case the specifications shall govern. All work shall be performed in a neat workmanlike manner and all adhesives, bands and other fastening materials and devices shall be supplied as required to properly install the insulation materials being furnished. B. Approved Manufacturers: Armstrong Co., Certain Teed, Manville Co., Owens-Corning Fiberglas, PABCO, Pittsburgh -Corning, and Knauf. SECTION 15782 PACKAGED ROOFTOP AIR CONDITIONING UNITS Part 1.00 General 1.01 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections, apply to work specified in this section. 1.02 RELATED WORK A.Motor Requirements: Refer to Section 15010. 1.03 QUALITY ASSURANCE A. Substitution of materials: Refer to Section 00700 - General Conditions. 1.04 SUBMITTALS (NO SUBSTITUTIONS ACCEPTED) A. Submit shop drawings for all equipment as herein specified. B. Shop drawings to be complete and shall include data concerning dimensions, weights, capacities, materials of construction, ratings, fan curves, vibration isolation, complete power and control wiring diagrams and appropriate identification. 1.05 DESIGN CRITERIA A.Design units specifically for outside rooftop application. B. Units to be completely factory assembled and run tested, piped, internally wired, fully charged with refrigerant and compressor oil when specified and shipped in one piece. C. All V -belt drives shall be designed for 150% of motor rating. D. All insulation and liners to meet N FPA 90A requirements. E� All electrical components to be UL listed. 1.06 OPERATION AND MAINTENANCE DATA A. Furnish to the Owner four (4) sets of Operation and Maintenance Manuals. B. Indicate unit model numbers, serial numbers, sizes and types. C.Indicate name and address of service company. D. A description of service maintenance required weekly, monthly, quarterly, semi-annually and annually to be included along with type of lubrication recommended. 1.07 GUARANTEE A. Provide a warranty on the rooftop units for a period of one year after acceptance by the Owner. B. Include all the cost of the parts and labor for any and all work the rooftop unit manufacturer and/or Contractor has to accomplish to repair a malfunctioning unit or piece of equipment furnished by the rooftop unit manufacturer. The warranty shall not cover normal maintenance such as changing of the filters, cleaning of coils, and replacement of belts and lubrication of bearings. C.Unit manufacturer to include an additional (4) year warranty for all refrigeration compressors. Part 2.00 Products 2.01 MANUFACTURER A.Design Basis: Trane as scheduled, no substitutions. 2.02 CASINGS ivanized steel phosphatized A. Casings to be completely weatherproof and constructed of heavy gauge ga with a baked enamel finish. B. Access doors to be heavy gauge galvanized or phosphatized zinc coated steel complete with hinges and fasteners to secure door in open or closed positions. C.Access doors and removable panels to have neoprene gaskets. D. Insulate all interior surfaces of the cabinet with a minimum of 1 " glac- �3 fiber insulation. E. The base of the cabinet to be a one-piece welded assembly and constructed so as to mate and seal with the roof -mounting curb. Drovide a sealing gasket for a positive, waterproof seal when the unit is installed on the curb. 2.03 SUPPLY AIR FANS A. The supply air fans to be double width, double inlet centrifugal type with adjustable V -belt drives. B. All fans to be statically and dynamically balanced and tested in the factory. completely isolated from the C.Entire fan and drive assemblies to be mounted on a common base and be unit by factory mounted vibration isolators to eliminate vibration. 2.04 MIXED AIR SECTION A.Unit mixed air section to include O.A. damper and 30% filter section. 2.05 FILTERS A. Filters to be an integrgi part within the unit and to be easily accessible from both sides of the unit via hinged access doors. B. Provide units with 2" glass fiber throwaway filters equal to Farr 30-30. C.Replace all filters with the specified Farr 30-30 filter, in all units, prior to substantial completion. D. Provide the Owner with one (1) complete set of Farr 30-30 spare filters for each unit. 2.06 HEATING SYSTEM A. Gas Heating: 1. Provide manufacturer's standard gas fired heating system integral with unit as part of the complete package unit. 2. Comply with all applicable AGA standards. Be UL listed. 3. Provide all necessary controls, safeties, interlocks and other accessories to provide a completely operable gas fired heating system which will operate in a coordinated sequential manner with the DX cooling portion of the unit. 4. Provide all necessary gas accessories including shut off valves, pressure -reducing valves and other similar devices as required by local codes and as required for proper operation and service at the unit. 5. Provide minimum two-stage capacity control, Capacity shall be as scheduled. 2.07 COOLING SYSTEM A. Direct Expansion Refrigerant Cooling: 1. The cooling system to be direct expansion type, factory charged with R-22 refrigerant and fully tested. 2. The system is to include refrigeration compressors, evaporator coil, air cooled condenser assembly, thermal expansion valves, liquid line valves, sight glass, filter dryer, liquid and suction line service valves and insulated interconnecting refrigerant piping. 3. Evaporator coils to be non-ferrous construction with 5/8" OD seamless copper tubes, mechanically bonded to configurated aluminum fins. Provide adequate refrigeration circuits, each with thermostatic expansion valve and solenoid valve for proper system part load operation. Provide technicoated coil if site is within 20 miles of an ocean. 4. Provide fully insulated drain pan fabricated from zinc coated steel with an additional coat of insulating sealer. Extend drain pan into fan section. 5. Compressor to be hermetic or semi -hermetic type, designed to operate 1750 RPM. 6. Furnish compressor lubrication system of the forced feed type with a positive displacement reversible oil pump, filter, oil pump magnets, crankcase sight glass and a crankcase heater. 7. Condenser coils to be 3/8" OD seamless copper tubing mechanically bonded to heavy-duty configurated aluminum fins. Provide hail guards and technicoated coil if site is within 20 miles of an ocean. 8. Condenser fans to be of the propeller type with all exposed fan and shaft surfaces suitably weatherproofed. Fan motors to be provided with normal and current overload protection. 9. Refrigeration operation and safety controls to include high and low pressure cutout, oil pressure cutout, no -recycling purnpdown, manual lockout reset relay, compressor overload protection magnetic contactors and low voltage transformer. 10. Furnish each unit with a fully automatic capacity control system. 11. Capacity control to be accomplished by compressor cylinder unloading system. 12. Provide the system with necessary controls to maintain head pressure at ambient to 40' F. 13. Provide humiditrol and humidistats on Dining Room units where site humidity warrants. 2.08 ROOF MOUNTING CURBS A. Construction of roof mounting curb to mate and seal with the, unit -casing base. Curb to have a minimum height of fourteen (14) inches. B. Construct the curb to support the perimeter of the entire unit. Form the cross section of the curb members to accept wood nailing strips and insulation. Form the top curb members to provide counter flashing. The r�urb shall offset the roof slope. C.Unit manufacturer to furnish matching roof mounting curbs. Curbs to be approved by National Roofing Contractor's Association. D. The curb to be furnished by Trane as part of the rooftop unit package to this Contractor and then turned over to the General Contractor for installation. E. This Contractor to submit final curb construction shop drawings to the equipment manufacturer and design Engineer so as to obtain their approval before final curb construction. 2.09 ELECTRICAL A. Furnish each unit with facto, v mounted fusible NEMA 3R weatherproof disconnect switch, short circuit ' protection of all electrical components and ail necessary motor starter, contactor and overcurrent protection. B. Furnish each unit with factory mounted non-fused disconnect switch, short circuit protection of all electrical components and 311 necessary motor starters, contactors and overcurrent protection. C.Each unit to include low voltage control transformer and convenience outlet. D. Units shall have single point electrical connection. E. Voltages shall be as scheduled. Motor horsepower shall accommodate CFM/SP requirements. F. Factory installed duct mounted smoke detectors (by Division 15000) located in the return ducts shall be wired by Division 16. The Fire Alarm Contractor shall verify the make and model and connect the power, alarm and trouble outputs of these devices to the fire alarm system via conduit extending from the unit to the FACP. The conduit shall be provided by Division 16000. 1. Prior to submitting shop drawings, verify exact locations of duct detectors with the local inspector. If the authority (inspector) determines that the duct detectors are to be installed in the ductwork rather than the A/C unit, notify the A/C unit manufacturer to provide but do not install the detectors in the unit. Field install the smoke detectors in the ductwork at the locations determined by the local inspector. 2. Upon a general alarm signal from the fire alarm control panel, all air handling units (as scheduled) shall be shut down via fan shutdown relays provided by the fire alarm contractor. Connect between these relays and air handling equipment. 3. The fire alarm contractor shall supply and install compatible test/reset stations, Model #RTS451 (verify). G.Upon completion of the HVAC system and the fire alarm system, thoroughly clean all smoke detectors and associated hardware to assure false alarm free operation of smoke detectors. 2.1 0 UNIT CONTROLS A.Provide all temperature control and interlocking devices necessary to perform the specified control sequence. B. Space thermostat mounted in CPI panel with remote sensor to provide staged heating, cooling, automatic changeover and fan control. Provide matching sub base as required. Fans to run continuously during occupied hours. C.Control conduit and wiring shall be by Division 16. Part 3.00 Execution 3.01 INSTALLATION A. Install all units as indicated on plans and according to the unit manufacturer's instructions. B. Set and install pitched based roof mounting curb level as an integral member of the building roof structure (roof curb shall offset roof slope). C.Set and install units level on roof mounting curbs. D. Install all ductwork, electrical and piping connections to the unit as shown on the plans and as required to complete the installation. E. The unit manufacturer and/or his representative shall calibrate all control devices and adjust unit automatic dampers to insure proper operation of the system. F. Install space thermostats as shown on the drawings. G.Mount units at proper height above roof so that proper trap depth is provided in the condensate drain line. H. Contact for pricing information: Trane Company Chris St. John 1-800-932-9315 Ext. 1 1 16 or Stacy Abbott Ext. 1158 or Andrew Lively Ext. 1142 or Kevin Schilf Ext. 1120 . � CII- - __J I , q - =CD i -n L'i K;I- �> . 1= � >- = �!� C-) C� :D =< = �D' = _J L'J 's = �!� C"J �_ CD =) :Z� ,I 0 =IIi 0 r__ �'n F__ cl� C-) (-r) 1 =1 zc >0 ("- (3� I >< Ln r-� Li 00 C"'I _J - ARCHITECTS PROJECT Job # . 12051 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS/ENGINEERS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK - DO NOT SCALE THE DRAWINGS I 411111UM11111, W-110 0000 * 0 y -re ON ... ... -, , r, -, i %., .- ..?*, - I* g V N , . .. -1 wo M :9 iik,* % wv.. . . � 4 Q� -*�,,10 .. ;0 - , i *QF . W .. .. '. Z . 3 CC :41 - . *­ *_ 1. ..A a :� * 7 , , _"" " , ,0 04 � ? � � , , �, - & - J = :111- _: OC i - -.4 Z Z.U) 2 :4111! Z Z % I .0 - N Z.- .. -.0 N -% o ..- ?4. � _� W. 721 *. 04 Z'11_.-.!,; ,%;-.-r*`.., 1% fte" V % n 1* ,?�-,,,��1�41, F %, 4� * 9 I Resta u rant #: XXXX OLIVE GARDEN _:;;��� � � P 76 L - WD) \--^--,^,-^-,^-----./I UPDATED THRU: HSKP 2010.1 �� DD2-04-2012 Zj� _11��� � 10206 N.) \_,_��� MICHIGAN RD. CARMEL, INDIANA I Drawing I MECHANICAL � SPECIFICATIONS� ACS1 CONCRETE COVER — 3/8" DIA BRASS -L" BOLT, 2 REQUIRED. IPULL BOX — KNOCK OUT @ 4 PLACES — 11-5/8 21-1/2" <;> > 24" LAS N84019912 E X7.99, . . . .. ..... .... RET A �RKNN As 0 I -VIP- 14101 25-1/80 . —or "v- or ...... 15-1/8" ALL SPLICES MADE WITHIN PULL BOXES ARE TO BE MADE WITH IMMERSION TYPE SPLICE KITS. LIGHTING PULLBOX DETAIL 2 c 4 L92 Ui W 10 VICINITY MAP: r p!nll ro .000003586 ...94 \ 156 0. TOO-- 0- V%O - 0. MOG RIGHT—OF—WAYI GRANT 0 0.4 15 PER INSTR. NO. 200000006074 --- (EXCEPTION TO PAR EL 1) 0% . 0 0. �C8AR FI 1 - 7� i n. 0 1 : 713"Y'70b00 11. 01 ELECTRIC SERVICE IP&L NORM SCHOPPENHORST 317-261-5277 nschoppenhorst0aes.com THE G.C. SHALL BE RESPONSIBLE FOR ALL COSTS RELATED TO PROVIDING ELECTRIC SERVICE FOR THE NEW OLIVE GARDEN FACILITY. THE G.C. SHALL CONFIRM ALL COSTS PRIOR TO BIDDING. ELECTRIC CONNECTION POINT FOR UNDERGROUND ELECTRIC SERVICE AT THIS POINT. G.C. TO COORDINATE/CONFIRM W/ UTILITY PRIOR TO BIDDING AND START OF CONSTRUCTION. G.C. TO INSTALL NEW SECONDARY ELECTRIC CONDUIT AND CABLE (3-4" CONDUITS) AS REQUIRED. G.C. TO CONFIRM W/ UTILITY COMPANY PRIOR TO BIDDING AND CONSTRUCTION. G.C. IS RESPONSIBLE FOR ALL COSTS ASSOCIATED W/ NEW ELECTRIC SERVICE (CONDUIT, CABLE, ETC.). G.C. SETS TRANSFORMER PAD PROVIDED BY UTILITY. UTILITY PROVIDES AND SETS NEW TRANSFORMER. G.C. TO COORD. W/ UTILITY FOR STANDARD PAD MOUNTED TRANSFORMER SPECIFICATIONS. G.C. TO CONFIRM AND COORD. REQUIREMENTS W1 UTILITY. C.T. CABINET AND METER LOCATED AT THE BUILDING. G.C. PROVIDES AND SETS C.T.'s AND C.T. CABINET. G.C. TO PROVIDE AND SET METER BASE. UTILITY PROVIDES AND SETS METER. G.C. TO COORDINATE AND CONFIRM REQUIREMENTS WITH UTILITY PRIOR TO BIDDING AND CONSTRUCTION. G.C. PROVIDES AND INSTALLS (2)-5- SCH. 40 ELEC. GRADE PVC PRIMARY CONDUIT W/ PULL STRINGS FROM POINT OF CONNECTION TO NEW TRANSFORMER LOCATION. UTILITY PROVIDES AND INSTALLS PRIMARY CABLE. UTILITY CONNECTS PRIMARY TO TRANSFORMER. G.C. TO COORD. & CONFIRM REQUIREMENTS W/ UTILITY. G.C. TO PROVIDE CONDUIT AND WIRE FROM ALL SIGNS, LOT LIGHTS, LANDSCAPE LIGHTS, ETC. TO PANEL. SEE ELECTRICAL DRAWINGS. O NEW DECORATIVE 120V SINGLE PHASE LIGHTS, FIXTURE 'Q'. E.C. TO RUN CONDUIT & WIRE TO THE PANELS. SEE DETAILS HEREON & FIXTURE SCHEDULE ON SHT. E2.1. NEW LOT LIGHT BY G.C., SEE SHEET E1.2, E2.1. AND 8/SP2.2 FOR FOOTING DETAIL MDP LOCATION, SEE ELECTRICAL DRAWINGS. TELEPHONE SERVICE - AT&T STEVE KREBS 317-252-4275 sk4986@ott.com THE G.C. SHALL BE RESPONSIBLE FOR ALL COSTS RELATED TO PROVIDING TELEPHONE SERVICE FOR THE NEW OLIVE GARDEN FACILITY. THE G.C. SHALL CONFIRM ALL COSTS PRIOR TO BIDDING. GG.C. TO PROVIDE 443/4" PLYWOOD TELEPHONE SERVICE BOARD WITH AN INSULATED #6 GROUND TIED TO POWER NEUTRAL OR BUILDING STEEL G.C. TO PROVIDE A 110V 20A OUTLET UNDERNEATH SERVICE BOARD. G.C. TO VERIFY & COORD. W/ UTILITY. G.C. TO PROVIDE A 4" CONDUIT W/ PULL STRING FROM SERVICE BOARD TO POINT OF CONNECTION. G.C. TO TRENCH, INSTALL, BED & BACKFILL CONDUIT ALONG SIDE RENTAL INC. PRIMARY ELECTRIC SERVICE. G.C. TO MAINTAIN 1' OF SEPARATION BETWEEN ELECTRIC AND TELEPHONE CONDUIT. UTILITY INSTALLS SERVICE LINE TO DEMARC POINT IN INSTA. NO. 8628892 22. BUILDING. G.C. TO FIELD VERIFY WITH UTILITY PRIOR TO INSTALLATION. , 1.482 ACRES± (DEED) i C. % % (�) G.C. TO VERIFY & COORDINATE CONNECTION POINT W/ UTILITY. 6 #8's1'C. TYP ) 9 FORCEMAIN F I(p) = (TYP-) maA'54!06" - INV883.43 ELECTRIC / TELEPHONE NOTES 1 1'wide conc block wall SCALE: 1 = 20'-0" GRAPHIC SCALE: 10 0 10 20 40 A BACKGROUND SURVEY DRAWING UPDATED. --RS) I 31 -j Ln m Z(S eD C14 CD 04 Cn rn X LO 0 C14 �� 20 > ARCHITECTS PROJECT Job # 12051 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS/ENGINEERS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK - DO NOT SCALE THE IDRAWINGS or- v. SO 5 .0fte..6 *154 41 z C0 W Z 0 Issue Date: 5-21-12 REVISION 6-29-12 8-17-12 9-20-12 Restaurant #: xxxx OLIVE GARDEN UPDATED THRU: WD z2m- HSKP 2010.1 DD2-04-2012 �10206 N. MICHIGAN RD. 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GNIM HdN 09 NV KJ MiVH IHV ONIUM SlHi NO GIIA131dS STOd * 0,0 0,0 0,0 Fo La (1331I80 3dV S310d _1_1V :310N 3ZN088 ANVO - ** 31n(13HOS ONUH911 311S 00,22 'NIV4 :XVV4 OL*2 NIW :!DAV Wo nnmNIN _V'o vinNININ 6*0 vqnv4ixvv4 Z*2L v4ny4ixvvq ['o 30V2I3 V 9*2 30V63AV SDNIOV3d SDNIOV3d 3NI-1 .d13dMJd 30v32ins 03AVd viva 018ANMOH O z to® Jo co w L'o L'o 1961 m 0*0 Q) R U1 0 JC; 0 j rq rTf LA fV Ln b,--. 9C S1 ONIMVd10 SIHi NO 03sn HJMVA 13NVN31N1Vn '03N1ViN1Vn 36V NMOHS S�3A31 :170NV3100J '9 *S)\VMOV0H bO SIMJId02Jd ONINIOr(]V OiNO IHV79 HO SSVdS3d11 iHOI� 31VNIM3 01 03Hin032j 38 ),vn s3Hm1xi_j JO N01131d]IC/339NV ONIAIV 01 S1N3nisnrciv �VNIJ '-V ,OL SDNIGV3H N13M138 ]ONVISICI T 'ONIMVH0 SIHi NO (E13l�A]J iON SI SNIiHOI-1 ONImine / ii -j -dos 101 -WH 1V13n ]Hi JO NOiinoI61NO3 3H1 'Z *0NIiH9I_1 )\ii?dnojs AO JdII101SNOdS3dl :1H1 19 iON ITM ONV NMOHS SIIA31 ONIiHOII ioijiv 3Him inokv1 oi S30NVH0 d10 s3Hnixi3 031-JI33dS NI SNOiininsons )\NV 'VI631I63 ONIMO-nOJ 11H1 NO 03SV0 ]HV NMOHS SV S1IA31 3IONVO1003 11H1 'L m ISRON_ L 06_1&1i Z 02 L-180 L 06,100 ZL (.2) **-ZZ-dSS OOO'LC -vZ 2 _10S LL E3- SH-ih-** -III -HV4dOZC -S:DW8S8 Fj1�no, :3d)11 310d SN3vqm 1HDI3H ONLLNno,, AiIiNvnol DI3N00 �AiIiNvno -ioerus :3dAi 3�jnixij (1331I80 3dV S310d _1_1V :310N 3ZN088 ANVO - ** 31n(13HOS ONUH911 311S 00,22 'NIV4 :XVV4 OL*2 NIW :!DAV Wo nnmNIN _V'o vinNININ 6*0 vqnv4ixvv4 Z*2L v4ny4ixvvq ['o 30V2I3 V 9*2 30V63AV SDNIOV3d SDNIOV3d 3NI-1 .d13dMJd 30v32ins 03AVd viva 018ANMOH O z to® Jo co w L'o L'o 1961 m 0*0 Q) R U1 0 JC; 0 j rq rTf LA fV Ln b,--. 9C S1 ONIMVd10 SIHi NO 03sn HJMVA 13NVN31N1Vn '03N1ViN1Vn 36V NMOHS S�3A31 :170NV3100J '9 *S)\VMOV0H bO SIMJId02Jd ONINIOr(]V OiNO IHV79 HO SSVdS3d11 iHOI� 31VNIM3 01 03Hin032j 38 ),vn s3Hm1xi_j JO N01131d]IC/339NV ONIAIV 01 S1N3nisnrciv �VNIJ '-V ,OL SDNIGV3H N13M138 ]ONVISICI T 'ONIMVH0 SIHi NO (E13l�A]J iON SI SNIiHOI-1 ONImine / ii -j -dos 101 -WH 1V13n ]Hi JO NOiinoI61NO3 3H1 'Z *0NIiH9I_1 )\ii?dnojs AO JdII101SNOdS3dl :1H1 19 iON ITM ONV NMOHS SIIA31 ONIiHOII ioijiv 3Him inokv1 oi S30NVH0 d10 s3Hnixi3 031-JI33dS NI SNOiininsons )\NV 'VI631I63 ONIMO-nOJ 11H1 NO 03SV0 ]HV NMOHS SV S1IA31 3IONVO1003 11H1 'L m ISRON_ 0 00 0 0 N 0 \ co 0 o� 3 7 U) a� 0 z I v c 0 I a� a� U V) a� X I U) 0 .0 V) I 0 U U a� w I i N w I 3 LO I 0 a, -o 0 i N Ln N O V) 0 0 o' I c� 0 N i E 0 W N I w c 0 E a) 0 cn 0 J LIGHTING FIXTURE D SCHEDULE (SEE NOTES BELOW) LAMP QTY. & TYPE GENERAL NOTES & SPECS. VOLTS REMARKS 1. PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO ACHIEVE A COMPLETE AN 2. INSTALL RACEWAY SYSTEMS AS FOLLOWS: a. USE RIGID GALVANIZED STEEL IN ALL AREAS EXPOSED TO WEATHER OR PHYSICAL DAMAGE. b. USE FLEXIBLE METALLIC CONDUIT FOR LTG FIXTURE DROPS ONLY. USE SEAL-TITE IN AREAS EXPOSED TO WEATHER AND MECHANICAL EQUIP CONNECTIONS. USE COMPRESSION TYPE FITTINGS FOR ELECTRICAL METALLIC TUBING WHERE UTILIZED. d. USE P.V.C. CONDUIT UNDERGROUND HATH CODE SIZED GROUND. CONDUIT RISERS ANS STUBS ABOVE GRADE SHALL BE I.M.C. WITH HALF -LAPPED TAPE COVERING OR P.V.C. COATING. 3. ALL NEW WIRING SHALL BE COPPER TYPE "THHN/THWN" - U.O.N.. 4. ALL ROOF PENETRATIONS FOR MECHANICAL EQUIPMENT SHALL BE INSIDE CURBS. ALL CONDUITS SHALL BE ROUTED BELOW ROOF. REFERENCE MECHANICAL DRAWINGS FOR EXACT LOCATIONS. 5. ALL FIXTURE, DEVICE, ETC... LOCATIONS SHALL BE VERIFIED WITH ARCH. DRAWINGS AS WELL AS EQUIPMENT SUPPLIER REQUIREMENTS PRIOR TO ANY ROUGH -IN WORK. 6. ALL LIGHTING FIXTURES SHALL BE MOUNTED AND SUPPORTED IN ACCORDANCE WITH OSHA STANDARDS AND ALL NATIONAL AND LOCAL ELECTRICAL CODES. 7, ELECTRICAL CONTRACTOR SHALL PROVIDE LIGHTING FIXTURE MOUNTING KITS AS REQUIRED TO SUIT THE EXACT TYPE OF CEILING TO WHICH THEY ARE MOUNTED. B. THESE DRAWINGS ARE DIAGRAMMATIC AND REPRESENT THE INTENT OF EQUIPMENT, DEVICES, ETC... TO BE CONNECTED AND THE CIRCUITS TO WHICH THEY ARE TO BE CONNECTED TO. CONTRACTOR SHALL INSTALL ALL CONDUIT, J -BOXES, ETC... AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. 9. ALL EXTERIOR EQUIPMENT SHALL BE WEATHERPROOF. 10. ELECNATITRICAL GOVERNINGCONTRACTOR SHS PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL LOCAL AND 11. ALL EQUIPMENT SHALL BE NEW AND BEAR A "UL" LABEL -U.O.N.. 12, ELECTRICAL CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY PERMITS. 13. COMPLETE ELECTRICAL INSTALLATION SHALL BE GUARANTEED IN WRITING FOR A PERIOD OF (1) YEAR - U.O.N.. 14. ELECTRICAL CONTRACTOR SHALL INCLUDE IN BID - COSTS FOR ALL HVAC CONTROL COMPONENTS, CONDUITS, DEVICES, ETC... AS DEEMED NECESSARY FOR A COMPLETE AND OPERATING HVAC SYSTEM. REFER TO MECHANICAL DRAWINGS, DIAGRAMS AND SPECS FOR THOSE ITEMS REQUIRED UNDER THE ELECTRICAL SECTION OF THIS CONTRACT. CONTRACTOR TO PROVIDE MATERIALS AND CONNECTION TO FIRE SYSTEM AS SHOWN ON MECHANICAL DRAWINGS. 15. ELECTRICAL CONTRACTOR SHALL VISIT SITE PRIOR TO BID DATE, TO VERIFY ALL EXISTING CONDITIONS TO BE ENCOUNTERED IN THE INSTALLATION OF ALL NEW EQUIPMENT, FIXTURES DEVICES, FEEDERS, ETC.. EXACT INSTALLATION METHOD AND REQUIREMENTS SHALL BE VERIFIED AND DETERMINED PRIOR TO BID DATE. CONTRACTORS SHALL IMMEDIATELY N011FY THIS ENGINEER OF ANY REQUIRED MODIFICATIONS WHICH ARE NOT SHOWN ON THESE DRAWINGS. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED. 16. ALL EQUIPMENT ELECTRICAL CHARACTERISTICS, LOCATIONS, AND CONNEC11ON REQUIREMENTS SHALL BE VERIFIED PRIOR TO ANY ROUGH -IN WORK. 17. ELECTRICAL CONTRACTOR SHALL FURNISH THE FOLLOWING SHOP DRAWINGS FOR PRIOR APPROVAL: a. ALL SUBSTITUTED LIGHT FIXTURES. b. OTHER ITEMS AS SPECIFICALLY INDICATED. THESE ITEMS SHALL BE APPROVED BY THIS OFFICE PRIOR TO ANY COMMENCEMENT OF PLACING ORDERS OR PERFORMING ANY ROUGH -IN WORK. 18. COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH THE PRESENTLY ADOPTED EDITION OF THE N.E.C. ART. 250. 19• PENETRATIONS OF ALL FIRE RATED WALLS OR CEILINGS SHALL BE FIRE RATED IN ACCORDANCE WITH ALL LOCAL AND NATIONAL CODES. 20. PROVIDE ENGRAVED PLASTIC NAMEPLATES FOR ALL ELECTRICAL EQUIPMENT. 21. PROVIDE THE OWNER AND THIS ENGINEER WITH ONE SET OF ELECTRICAL "AS-BUILTS" AT THE COMPLETION OF JOB. 22. ELECTRICAL CONTRACTOR SHALL REFER TO ADT'S "FA" DRAWINGS FOR SCOPE OF WORK ON FIRE ALARM SYSTEM. 23. ALL VOLUME CONTROLS, THERMOSTATS, SWITCHES OR ANY DEVICES THAT ARE MOUNTED ABOVE THE CHAIR RAIL IN PUBLIC AREAS MUST BE MOUNTED AS CLOSE AS POSSIBLE TO DOOR OR WINDOW OPENINGS SO AS NOT TO INTERFERE WITH OWNER HUNG DECOR. 24. NO EXPOSED CONDUITS ARE ALLOWED IN KITCHEN AREA. A c3r.." FTE P-41021-7 38110 / -2700K 130DIM 8/'PK FD(TT.mc 3 120 DECORATIVE WALL SCONCE - 3 OPERATING SYSTEM TYPE MANUFACTURER CATALOG # LAMP QTY. & TYPE QUANT" WAnAffi VOLTS REMARKS 1. PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO ACHIEVE A COMPLETE AN 2. INSTALL RACEWAY SYSTEMS AS FOLLOWS: a. USE RIGID GALVANIZED STEEL IN ALL AREAS EXPOSED TO WEATHER OR PHYSICAL DAMAGE. b. USE FLEXIBLE METALLIC CONDUIT FOR LTG FIXTURE DROPS ONLY. USE SEAL-TITE IN AREAS EXPOSED TO WEATHER AND MECHANICAL EQUIP CONNECTIONS. USE COMPRESSION TYPE FITTINGS FOR ELECTRICAL METALLIC TUBING WHERE UTILIZED. d. USE P.V.C. CONDUIT UNDERGROUND HATH CODE SIZED GROUND. CONDUIT RISERS ANS STUBS ABOVE GRADE SHALL BE I.M.C. WITH HALF -LAPPED TAPE COVERING OR P.V.C. COATING. 3. ALL NEW WIRING SHALL BE COPPER TYPE "THHN/THWN" - U.O.N.. 4. ALL ROOF PENETRATIONS FOR MECHANICAL EQUIPMENT SHALL BE INSIDE CURBS. ALL CONDUITS SHALL BE ROUTED BELOW ROOF. REFERENCE MECHANICAL DRAWINGS FOR EXACT LOCATIONS. 5. ALL FIXTURE, DEVICE, ETC... LOCATIONS SHALL BE VERIFIED WITH ARCH. DRAWINGS AS WELL AS EQUIPMENT SUPPLIER REQUIREMENTS PRIOR TO ANY ROUGH -IN WORK. 6. ALL LIGHTING FIXTURES SHALL BE MOUNTED AND SUPPORTED IN ACCORDANCE WITH OSHA STANDARDS AND ALL NATIONAL AND LOCAL ELECTRICAL CODES. 7, ELECTRICAL CONTRACTOR SHALL PROVIDE LIGHTING FIXTURE MOUNTING KITS AS REQUIRED TO SUIT THE EXACT TYPE OF CEILING TO WHICH THEY ARE MOUNTED. B. THESE DRAWINGS ARE DIAGRAMMATIC AND REPRESENT THE INTENT OF EQUIPMENT, DEVICES, ETC... TO BE CONNECTED AND THE CIRCUITS TO WHICH THEY ARE TO BE CONNECTED TO. CONTRACTOR SHALL INSTALL ALL CONDUIT, J -BOXES, ETC... AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. 9. ALL EXTERIOR EQUIPMENT SHALL BE WEATHERPROOF. 10. ELECNATITRICAL GOVERNINGCONTRACTOR SHS PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL LOCAL AND 11. ALL EQUIPMENT SHALL BE NEW AND BEAR A "UL" LABEL -U.O.N.. 12, ELECTRICAL CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY PERMITS. 13. COMPLETE ELECTRICAL INSTALLATION SHALL BE GUARANTEED IN WRITING FOR A PERIOD OF (1) YEAR - U.O.N.. 14. ELECTRICAL CONTRACTOR SHALL INCLUDE IN BID - COSTS FOR ALL HVAC CONTROL COMPONENTS, CONDUITS, DEVICES, ETC... AS DEEMED NECESSARY FOR A COMPLETE AND OPERATING HVAC SYSTEM. REFER TO MECHANICAL DRAWINGS, DIAGRAMS AND SPECS FOR THOSE ITEMS REQUIRED UNDER THE ELECTRICAL SECTION OF THIS CONTRACT. CONTRACTOR TO PROVIDE MATERIALS AND CONNECTION TO FIRE SYSTEM AS SHOWN ON MECHANICAL DRAWINGS. 15. ELECTRICAL CONTRACTOR SHALL VISIT SITE PRIOR TO BID DATE, TO VERIFY ALL EXISTING CONDITIONS TO BE ENCOUNTERED IN THE INSTALLATION OF ALL NEW EQUIPMENT, FIXTURES DEVICES, FEEDERS, ETC.. EXACT INSTALLATION METHOD AND REQUIREMENTS SHALL BE VERIFIED AND DETERMINED PRIOR TO BID DATE. CONTRACTORS SHALL IMMEDIATELY N011FY THIS ENGINEER OF ANY REQUIRED MODIFICATIONS WHICH ARE NOT SHOWN ON THESE DRAWINGS. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED. 16. ALL EQUIPMENT ELECTRICAL CHARACTERISTICS, LOCATIONS, AND CONNEC11ON REQUIREMENTS SHALL BE VERIFIED PRIOR TO ANY ROUGH -IN WORK. 17. ELECTRICAL CONTRACTOR SHALL FURNISH THE FOLLOWING SHOP DRAWINGS FOR PRIOR APPROVAL: a. ALL SUBSTITUTED LIGHT FIXTURES. b. OTHER ITEMS AS SPECIFICALLY INDICATED. THESE ITEMS SHALL BE APPROVED BY THIS OFFICE PRIOR TO ANY COMMENCEMENT OF PLACING ORDERS OR PERFORMING ANY ROUGH -IN WORK. 18. COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH THE PRESENTLY ADOPTED EDITION OF THE N.E.C. ART. 250. 19• PENETRATIONS OF ALL FIRE RATED WALLS OR CEILINGS SHALL BE FIRE RATED IN ACCORDANCE WITH ALL LOCAL AND NATIONAL CODES. 20. PROVIDE ENGRAVED PLASTIC NAMEPLATES FOR ALL ELECTRICAL EQUIPMENT. 21. PROVIDE THE OWNER AND THIS ENGINEER WITH ONE SET OF ELECTRICAL "AS-BUILTS" AT THE COMPLETION OF JOB. 22. ELECTRICAL CONTRACTOR SHALL REFER TO ADT'S "FA" DRAWINGS FOR SCOPE OF WORK ON FIRE ALARM SYSTEM. 23. ALL VOLUME CONTROLS, THERMOSTATS, SWITCHES OR ANY DEVICES THAT ARE MOUNTED ABOVE THE CHAIR RAIL IN PUBLIC AREAS MUST BE MOUNTED AS CLOSE AS POSSIBLE TO DOOR OR WINDOW OPENINGS SO AS NOT TO INTERFERE WITH OWNER HUNG DECOR. 24. NO EXPOSED CONDUITS ARE ALLOWED IN KITCHEN AREA. A TE MANUFACTURING HI -LITE HI -CL #HSL312R P-41021-7 38110 / -2700K 130DIM 8/'PK 2 3 120 DECORATIVE WALL SCONCE - 3 Al HI -UTE MANUFACTURING #HSL312L P -41021-7c. 3Bi1/END/CL-2700K 130DIM 8/lPK 3 3 120 DECORATIVE WALL SCONCE _ 3 B HI -UTE MANUFACTURING #HSL313R P-41021-7 3611/END/CL-2700K 130DIM 8/PK 2 6 120 DECORATIVE WALL SCONCE - g B1 HI -LITE MANUFACTURING #HSL313L P-41021-7 3B11/END/CL-2700K 13ODIM 8/PK 2 6 120 DECORATIVE WALL SCONCE - g t12WIASTRAUIE SEAGULL #6146-185 A19/END/4501M/2700/12OV/DIMM 6 8 120 DECORATIVE SMALL PENDANT, 1 LAMP - 8 D3X SEAGULL #3211-185 A19/END/4501M/2700/12OV/DIMM 2 3 120 DECORATIVE LARGE CHANDELIER, 6 LAMPS 31 1/2' DIAMETR x 28 1/2" HIGH LED EXIT LIGHT WITH SEALED NI -CAD EMERGENCY BATTERY. WHITE HOUSING WITH REMOTE CAPABILITY. nXRC 3 SEAGULL #7713-185 P-40993-8 A19/END/450TH/2700/120V/DIMM 3 24 120 DECORATIVE SMALL PENDANT, 3 LAMPS 18 1/2" DIAMETR x 16 1/2" HIGH 24 105ASTRALITE SEAGULL #8843-85 60A/WM52/CL/130V 4 46 120 EXTERIOR WALL SCONCE- SMALL (6 1/2" x 13 1/2") = NICHE RECESSED INCANDESCENT DOWNUGHT WITH WHITE INSTALLED BY &Q, WBAFFLE - PAINT I/ MAGNETIC TRANSFORMER (1M TO MATCH ARCH. COLOR ) IP. G SEAGULL #8844-85 (1) 60A/WM52/CL/130V 2 46 120 EXTERIOR WALL SCONCE - LARGE (8" x 15 1/2") - � H SEAGULL #6614-185 _ 40993-8 A19/END/4501M/2700/12OV/DIMM 22 24 120 DECORATIVE LARGE PENDANT, 3 LAMPS 18 1/2" DIAMETER x 29" HIGH - 24 J1 JEN MAR J813E-26DTA-EMER/813 TRIM-W/AR400HF (1) 26W/4-PIN/CFL 4 28 120 CFL DOWNUGHL VDIA, WHITE TRIM, EMERGENCY BATTERY PAR 38 GLASS REFLECTOR, RATED FOR DAMP LOCATION. J2 SEAGULL #1207 HOUSING W/ #1226-14 BAFFLE P-41737-3 7PAR20/END/S15/2700DIM 74 7 120 LOW VOLTAGE MR16 RECESSED WITH WHITE BAFFLE 7 K1 METALUX #2GR8-332A125-UNV-EB81 (3) F32TB/ADV841/lEW/ALTO25 27 65 120 RECESSED FLUORESCENT 2'x4' TROFFER WITH ACRYLIC #12 LENS (.125" THICKNESS) (25 WATT ENERGY SAVER) 65 K2 METALUX #2GR8- 332A1 25- UN V-EB81 - EL4 (3) F32T8/AOV841/)EW/ALT025 6 65 120 SAME AS FIXTURE TYPE "K1" EXCEPT WITH EMERGENCY BATTERY PACK 65 K3 METALUXSURFACE #2M332A125-UNV-EB81 (3*V/ALT025 ) F32T8/ADV841/ 1 65 120 MOUNTED FLUORESCENT 2'x4' TROFFER WITH ACRYLIC #12 LENS (.125" THICKNESS) (25 WATT ENERGY SAVER) 65 (LAMP ONLY) #10773 F48T12/HO/CW 6 _ _ LAMP ONLY FOR COOLER / FREEZER. (2) SIX PACKS 60 L1 G.E. (LAMP ONLY] #10261 F24T12/HO/CW 2 _ _ LAMP ONLY FOR COOLER. SIX PACKS 35 UGHTOUER #8420 -BK W/#8472 & #AL25 HC 7PAR20/END/S15/2700DIM36 7 120 SURFACE MOUNT TRACK AND FIXTURE, BLACKUTILIZE 0000 -BK (2') X001 -BK (4') OR #6002 -BK (8') INCLUDE #6048BK LIVE END FIDS AS REQUIRED. UGHTOUER 420 -BK W/ #6190 BK & W/#8472 & #AL25 HC _ 7MR16/END/2700K 12V 10/1 44 7 120 SAME AS TYPE "M" EXCEPT MONO -POINT. COLOR: BLACK. M1 Q SECURITY LIGHTING -MICRO-FLOOD L217FL-15LED120-BL-ABL WITH PR OGRESS LIGHTING X8562 QUICK MOUNT POST COMPONENT (2) 15LED 3 30 120 OUTDOOR LANDSCAPE LED MICRO -FLOOD LIGHTS, BLACK FINISH. 2700K LAMPING 30 Q1 15 SECURITY LIGHTING - MICRO -FLOOD OEL217FL-15LED120-BL-ABL WITH PROGRESS LIGHTING #P8562 QUICK MOUNT POST COMPONENT (1) 15LED 18 A 15 120 OUTDOOR LANDSCAPE LED MICRO -FLOOD LIGHT, BLACK FINISH. 2700K LAMPING R LUMARK #MH1 P -T-50-120 (1) 50W MH 5 68 120 SURFACE MOUNTED WALL PACK BARK SKY" COMPLIANT SHIELD 68 S SECURITY LIGHTING #RB-10OMH-42-BK-120 (1) 10OW METAL HALIDE (ED -17) 4 110 208 8" DIA.EXTRUDE31) ALUMINUM ROUND HOUSING BOLLARD WITH BLACK FINISH. 110 25. THE EQUIPMENT ROUGH -INS AS SHOWN ARE AS ACCURATE TO THE BEST OF OUR KNOWLEDGE. HOWEVER, IN SOME INSTANCES, THE OWNER OR SUPPLIER MAY SUBSTITUTE OR THE EQUIPMENT MAY VARY FROM WHAT IS SHOWN. THEREFORE, THE CONTRACTOR SHALL VERIFY THE CRITICAL DIMMENSIONS WITH THE OWNER PRIOR TO CONSTRUCTION. FAILURE OF THE CONTRACTOR TO VERIFY THESE DIMMENSIONS SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION DIRECTLY UPON THE CONTRACTOR. 26. ALL DISCONNECT SWITCHES SHALL BE RATED FOR GENERAL DUTY U.O.N. 27. ANY OUTLET LOCATED WITHIN 6'-0" OF A SINK SHALL BE GFl PROTECTED. 28. NEW PANELSOARD MANUFACTURER SHALL MATCH EXISTING, PANELS SHALL BE FLUSH MOUNTED WITH LOCKING COVER KEYED ALIKE TO EXISTING PANELS. 29. CONTRACTOR SHALL SUBMIT SIX (6) COPIES OF SHOP DRAWING SUBMITTALS TO THE ARCHITECT/ENGINEER FOR APPROVAL FOR ALL EQUIPMENT AND DEVICES INSTALLED. 30. ELECTRICAL CONTRACTOR SHALL PROVIDE 10% EXTRA STOCK OF ALL LAMPS. T SECURITY LIGHTING #SLOES -45L -12 -PF -BC -21546E LLD 14 45 120 ROOF MOUNTED FLOOD UGH "Nu FlXTURE 31. CONDUIT RUNS INSIDE OF FREEZER/COOLER WILL NOT BE PERMITTED. RUN ALL CONDUITS OVER TOP OF UNIT. 32. TWO COPIES OF OPERATION AND MAINTENANCE MANUALS FOR THE EQUIPMENT HEREIN INSTALLED SHALL BE GIVEN TO THE OWNER PRIOR TO ACCEPTANCE OF THE BUILDING FOR OCCUPANCY. 33. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE AVAILABLE SHORT CIRCUIT CURRENT AT THE SUPPLY TERMINALS FROM THE POWER COMPANY. THE SERVICE EQUIPMENT SHALL MEET OR EXCEED THIS RATING PER N.E.C. 34. ALL ELECTRICAL OUTLETS SHALL COMPLY w/2008 NEC 210.8 WHICH WILL REQUIRE RESTROOMS, ROOFS, MECH. ROOMS & KITCHEN TO BE GFCI PROTECTED. PROVIDE EITHER INDIVIDUAL GF] DEVICES OR GFl CIRCUIT BREAKERS UNLESS SPECIFICALLY NOTED ON THE DRAWINGS OR SCHEDULES (IF REQUIRED BY CODE AUTHORITY). FOR GFCI CIRCUITS & CIRCUIT BREAKERS, PROVIDE A SEPARATE &ISOLATED NEUTRAL FOR EACH CIRCUIT. A COMMON NEUTRAL IS NOT ALLOWED. 45 RSB/RCS-32OPMH-III-19-MT-HS METALUX #VT2-232-12OV-EB8I-WL (2) F32T8.ADV835/MIEWLL ALTO 25W 4 48 120 VAPORTIGHT FLUORESCENT E48 12 HWTE MANUFACTURING #H-18110 W/B-2 GOOSENECK MTG OPTION (1) 60A/VYM52/CL/t30V 3 46 120 EXTERIOR GOOSE UMP FIXTURE. COORDINATE MOUNTING NIGHTS OF ACTED BY ARCHITECT WPRRO ARCHITECT.TH SIGN MANUFACTURER. E46) !22 NATIONAL ACCOUNT LIGHTING SYSTEM #R-16HO-W-22-6-2 (2) 5.4W 14 22 120 EMERGENCY LIGHTING UNIT WITH WHITE HOUSING MOUNTED 8" BELOW FIN. CEILING WEATHER PROOF VL #EEU-3-R-W THHI -POWER REMOTE CAPACITY LED 2 12 120 LED COMBINATION EMERGENCY/EXIT LIGHT WITH SEALED LEAD/CALCIUM BATTERY. UNIVERSAL MOUNTING. WHITE HOUSING. t12WIASTRAUIE NL NATIONAL ACCOUNT UGH11NG SYSTEMS #EZXTE-V-1-R-WLED (E) 5 3 120 LED EXIT LIGHT WITH SEALED NI -CAD EMERGENCY BATTERY. WHITE HOUSING (KITCHEN AREA) D3X OC NATIONAL ACCOUNT LIGHTING SYSTEMS #EZXTE-V-1-R-W-RCLED 3 2 120 LED EXIT LIGHT WITH SEALED NI -CAD EMERGENCY BATTERY. WHITE HOUSING WITH REMOTE CAPABILITY. nXRC 3 #REM-1-2H-W-C (2) 5W HALOGEN 4 10 120 DUAL HEAD REMOTE HEAD BATTERY. WHITE HOUSING. 105ASTRALITE Z SEAGULL LIGHTING #9426-15 Q20MR11/NFL30 2 20 120 NICHE RECESSED INCANDESCENT DOWNUGHT WITH WHITE INSTALLED BY &Q, WBAFFLE - PAINT I/ MAGNETIC TRANSFORMER (1M TO MATCH ARCH. COLOR ) IP. 20 G. E. (LAMP ONLY) 75A/S/130V 15 - - LAMP ONLY FOR KITCHEN HOOD 67 FIXTURE SCHEDULE NOTES: 1. (NOT USED) 2. ALL EMERGENCY BATTERY PACKS MUST SUPPLY MINIMUM 1100 LUMENS IN EMERGENCY MODE. 3. ALL LIGHTING FIXTURES SHALL BE PURCHASED BY THE G.C. AND SUPPLIED BY SPECIALTY LIGHTING (CONTACT INFO: DOUG DEJARNETT - (321) 972-8902) AND INSTALLED BY ELECTRICAL CONTRACTCR. NO EXCEPTIONS, 4. ALL LAMPS SHALL BE MANUFACTURED BY GENERAL ELECTRIC, PHILUPS OR OSRAM SYLVANNIA AND BE PURCHASED BY THE G.C. AND SUPPUED BY SPECIALTY UGHTING WITH 10% ATTIC STOCK PLUS COMPETE RELAMPING OF THE M AND M1 PRIOR TO OPENING. 5. COVER PLATES ON ALL OUTLETS TO MATCH COLOR OF WALL. 6. ELECTRICAL CONTRACTOR TO RE -LAMP, IN THEIR ENTIRETY, FIXTURE TYPES "M" AND "M1" ONE WEEK PRIOR TO RESTAURANT OPENING. 7. (1) "U1" FIXTURE IS MOUNTED IN REMOTE SHED BUILDING, SEE NOTE 21 ON SHEET E4.2. SITE LIGHTING SCHEDULE ma - DARK BRONZE NOTEi ALL POLES ARE DRILLED FIXTURE TYPEi SYMBOL QUANTITY C❑NFIG QUANTITY MHEIGHTG LUMENS POLE TYPEi 9 QUANTIT RSB/RCS-32OPMH-III-19-MT-HS FULL LOAD AMPS 17 SGL 8 24' 31,000 SSP -22 -lm (8") 12 VOLTS AFF ABOVE FINISH FLOOR DBL90 1 UON UNLESS OTHERWISE NOTED GFl GROUND FAULT INTERRUPTER CO CONDUIT ONLY W/PULL ROPE GND DBL180 2 WEATHER PROOF VL VERIFY LOCATION CU COPPER AC ABOVE COUNTER TRPL90 1 NL NIGHT LIGHT (E) EXISTING TO REMAIN EM EMERGENCY (ER) EXISTING TO BE REMOVED OC ON CENTER m( POLES SPECIFIED ON THIS DRAWING ARE RATED FOR AN 80 MPH WIND LOAD. FOR AREAS WHERE THE WIND LOAD CRITERIA EXCEEDS 80 MPH, PLEASE CONSULT FACTORY FOR PROPER POLE SPECIFICATI❑N AND MODEL NUMBER, ELECTRICAL SYMBOLS LIST SURFACE MOUNTED FLUORESCENT WRAPAROUND TYPE UGH11NG FIXTURE. ® EM AND/OR SHADED CONNECTION POINT INDICATES FIXTURE WITH EMERGENCY BATTERY PACK. NL INDICATES FIXTURE ON NIGHT LIGHT CIRCUIT. RECESSED FLUORESCENT LIGHTING FIXTURE. EM AND/OR SHADED CONNECTION POINTS INDICATES FIXTURE WITH EMERGENCY BATTERY PACK. NL INDICATES FIXTURE ON NIGHT LIGHT CIRCUIT. O RECESSED OR SURFACED MOUNTED INCANDESCENT DOWN LIGHTING FIXTURE. NL INDICATES FIXTURE ON NIGHT LIGHT CIRCUIT. O RECESSED INCANDESCENT ADJUSTABLE LIGHTING FIXTURE. PENDANT HUNG INCANDESCENT LIGHTING FIXTURE. FO WALL MOUNTED INCANDESCENT LIGHTING FIXTURE. SINGLE OR TWO CKT. LIGHTING TRACK AS SPEC'D IN LTG FIXTURE SCHEDULE. POLE MOUNTED LIGHTING FIXTURE. (PARKING LOT) ILLUMINATED EXIT SIGN WITH NUMBER OF FACES AND DIRECTION OF EGRESS ® ARROWS AS INDICATED. W EMERGENCY EGRESS LIGHTING WITH BATTERY UNIT $ab STANDARD 20A, 120/277V-10 SPST TOGGLE SWITCH MOUNTED AT +48" AFF-UON. a,b - DENOTES TWO SWITCHES AND THEIR RESPECTIVE CONTROL IDENTIFICATION. 3 - DENOTES 3 -WAY SWITCH K - DENOTES KEY SWITCH C13 WALL MOUNTED INFRA -RED OCCUPANCY SENSOR. USE WATTSTOPPER "WI 200" FOR SINGLE SWITCH AND "WI 300" FOR "ab" SWITCHING OR EQUAL UNLESS NOTED OTHERWISE ON PLANS. ® CEILING MOUNTED ULTRASONIC OCCUPANCY SENSOR. USE WATTSTOPPER "WT" WITH POWER PACK OR EQUAL UNLESS NOTED OTHERWISE ON PLANS. STANDARD 20A, 120V-10 GROUNDING TYPE SIMPLEX RECEPTACLE MOUNTED AT +18" AFF TO CENTER OF DEVICE - UON. STANDARD 20A, 12OV-10 GROUNDING TYPE DUPLEX RECEPTACLE MOUNTED AT +18" AFF TO CENTER OF DEVICE - UON. STANDARD 20A, 120V-10 GROUNDING TYPE FOUR-PLEX RECEPTACLE MOUNTED AT +18" A.F.F. TO CENTER OF DEVICE - UON - SHADED INDICATES ISO. GROUND TYPE. SPECIAL RECEPTACLE MOUNTED AT +18" AFF TO CENTER OF DEVICE - UON. AMPS - VOLTS & 12 PHASE AS INDICATED ON PLANS. VERIFY NEMA CONFIGURATION WITH INSTALLED EQUIPMENT SUPPUER PRIOR TO PLACING ORDER. qp STANDARD 20A, 120V-10 GROUNDING TYPE "GROUND FAULT INTERRUPTER" (G.F.I.) RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT - LION. STANDARD 20A, 12OV-10 ISOLATED GROUND TYPE DUPLEX RECEPTACLE MOUNTED AT +18" AFF TO CENTER OF DEVICE - UON. USE IVORY -COLORED RECEPTACLE WITH ISOLATED GROUND DESIGNATION INSTEAD OF ORANGE -COLORED RECEPTACLE. STANDARD 20A. 12OV-10 ISOLATED GROUND TYPE QUAD RECEPTACLE MOUNTED AT +18" AFF TO CENTER OF DEVICE - UON. USE IVORY -COLORED RECEPTACLE WITH ISOLATED GROUND DESIGNATION INSTEAD OF ORANGE -COLORED RECEPTACLE. STANDARD 20A, 120V-10 ISOLATED GROUND TYPE SIMPLEX RECEPTACLE MOUNTED AT +18" AFF TO CENTER OF DEVICE - UON. USE IVORY -COLORED RECEPTACLE WITH ISOLATED GROUND DESIGNATION INSTEAD OF ORANGE -COLORED RECEPTACLE. DISCONNECT SWITCH. AMPS - VOLTS & POLES AND FUSED OR NON-FUSED AS INDICATED. COMBINATION MAGNETIC MOTOR STARTER/DISCONNECT SWITCH. NEMA SIZE - VOLTS, POLES AND FUSED OR NON FUSED AS INDICATED PROVIDE COMPLETE Lo WITH THERMAL OVERLOAD PROTECTION PER MOTOR NAMEPLATE DATA AND COIL VOLTAGE PER EQUIPMENT CONTROL REQUIREMENTS. H.O.A. - INDICATES HAND/OFF/AUTO SWITCH. MANUAL MOTOR STARTER SWITCH. RATED ® 1HP MIN - 120V - 10 -UON. PROVIDE COMPLETE WITH THERMAL OVERLOAD PROTECTION. O JUNCTION BOX. SIZED BY THIS CONTRACTOR PER ACTUAL NUMBER OF CONDUITS AND / OR CONDUCTORS PASSING THRU. MOTOR OUTLET. HP OR FLA - VOLTS & PHASE AS INDICATED. VERIFY ELECTRICAL CHARACTERISTICS AND CONNECTION REQUIREMENTS WITH INSTALLED EQUIPMENT MFGR. PRIOR TO ANY ROUGH -IN WORK. ® SERVICE ENTRANCE OR DISTRIBUTION EQUIPMENT AS SPECIFIED. It BRANCH CIRCUIT PANELBOARD. FLUSH OR SURFACE MTD. AS INDICATED. ® TELEPHONE PLYWOOD BACKBOARD. TEMPERATURE SENSOR FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. © PROVIDE JUNCTION BOX AT +48" AFF - LION. PROVIDE 1/2- CO TO ASSOCIATED HVAC UNIT. TEMPERATURE / HUMIDITY SENSOR FURNISHED AND INSTALLED BY MECHANICAL ® CONTRACTOR. PROVIDE JUNCTION BOX AT +48" AFF - UON. PROVIDE 1/2" CO TO ASSOCIATED HVAC UNIT. 4 VOLUME CONTROLLER SUPPLIED BY OWNER. ELECTRICAL CONTRACTOR TO PROVIDE 4" SQUARE JUNCTION BOX AT +48". COVER PROVIDED BY DMX. 1/2- CONDUIT STUB TO ACCESSIBLE CEILING. TELEPHONE OUTLET MOUNTED AT +15" AFF - UON. PROVIDE 3/4" CO j TO POINT ABOVE ACCESSIBLE CEILING SPACE OR AS OTHERWISE INDICATED. W - DENOTES WALL MOUNTED 0 +48" AFF - UON. 1pn "1 SITE" DATA CONNECTION WITH 1" CONDUIT TO ACCESSIBLE CEILING MOUNTED AT +18" AFF - LION. C P.O.S. OUTLET MOUNTED AT +18" AFF - LION. PROVIDE 1" CONDUIT TO PATCH PANEL LOCATED IN POS/TELE ROOM. VIDEO OUTLET WITH "F" TYPE CONNECTOR. PROVIDE 3/4" CONDUIT TO POS/TELEPHONE ROOM. ® MICROPHONE JACK SUPPLIED BY OWNER. ELECTRICAL CONTRACTOR TO PROVIDE 1 -GANG FLUSH OUTLET BOX. 4 PUSH BUTTON DOOR BELL AT +42"AFF - UON. DOOR BELL/CHIME WITH INTEGRAL 24V LOW VOLTAGE TRANSFORMER. /0 -PROVIDE 24V CONTROL WIRING TO DOOR BELL LOCATION(S). BA BURGLAR ALARM CONTROL PANEL ❑S SAFE CONNECTION ® FIRE ALARM CONTROL PANEL ® POWER SUPPLY DUCT MOUNTED SMOKE DETECTOR CONDUIT CONCEALED WITHIN BUILDING WALLS OR CEILING SPACE. TICK ._ MARKS INDICATE QUANTITY OF #12 THHN / THWN CONDUCTORS - U.O.N.. CONDUIT SHOWN WITH NO TICK MARKS INDICATE 2 #12 THHN / THWN CONDUCTORS - U.O.N.. CONDUIT SHALL BE 3/4" MINIMUM - U.O.N.. CONDUIT ROUTED BELOW FINISHED GRADE AND / OR CONCRETE SLAB. TICK MARKS INDICATE QUANTITY OF #12 THHN / THWN CONDUCTORS - U.O.N.. CONDUITS SHOWN WITH NO TICK MARKS INDICATE 2 #12 THHN / THWN CONDUCTORS - U.O.N.. CONDUIT SHALL BE 3/4" MINIMUM - U.O.N.. INCLUDE CODE SIZED COPPER BOND CONDUCTOR (NOT SHOWN ON PLAN) IN ALL NON-METALUC CONDUIT RUNS. -� HOMERUN TO DESTINATION AS INDICATED. REFER TO CONDUIT SYMBOL ABOVE. 1.4 REFERENCES & ABBREVIATIONS UGHTING FIXTURE DESIGNATION MCB MAIN CIRCUIT BREAKER DETAIL REFERENCE FLA FULL LOAD AMPS ®t KEYNOTE REFERENCE C CONDUIT PROJECT KITCHEN EQUIPMENT DESIGNATION V VOLTS AFF ABOVE FINISH FLOOR A AMPS UON UNLESS OTHERWISE NOTED GFl GROUND FAULT INTERRUPTER CO CONDUIT ONLY W/PULL ROPE GND GROUND WP WEATHER PROOF VL VERIFY LOCATION CU COPPER AC ABOVE COUNTER MLO MAIN LUGS ONLY NL NIGHT LIGHT (E) EXISTING TO REMAIN EM EMERGENCY (ER) EXISTING TO BE REMOVED OC ON CENTER ELECTRICAL SYMBOLS LIST SURFACE MOUNTED FLUORESCENT WRAPAROUND TYPE UGH11NG FIXTURE. ® EM AND/OR SHADED CONNECTION POINT INDICATES FIXTURE WITH EMERGENCY BATTERY PACK. NL INDICATES FIXTURE ON NIGHT LIGHT CIRCUIT. RECESSED FLUORESCENT LIGHTING FIXTURE. EM AND/OR SHADED CONNECTION POINTS INDICATES FIXTURE WITH EMERGENCY BATTERY PACK. NL INDICATES FIXTURE ON NIGHT LIGHT CIRCUIT. O RECESSED OR SURFACED MOUNTED INCANDESCENT DOWN LIGHTING FIXTURE. NL INDICATES FIXTURE ON NIGHT LIGHT CIRCUIT. O RECESSED INCANDESCENT ADJUSTABLE LIGHTING FIXTURE. PENDANT HUNG INCANDESCENT LIGHTING FIXTURE. FO WALL MOUNTED INCANDESCENT LIGHTING FIXTURE. SINGLE OR TWO CKT. LIGHTING TRACK AS SPEC'D IN LTG FIXTURE SCHEDULE. POLE MOUNTED LIGHTING FIXTURE. (PARKING LOT) ILLUMINATED EXIT SIGN WITH NUMBER OF FACES AND DIRECTION OF EGRESS ® ARROWS AS INDICATED. W EMERGENCY EGRESS LIGHTING WITH BATTERY UNIT $ab STANDARD 20A, 120/277V-10 SPST TOGGLE SWITCH MOUNTED AT +48" AFF-UON. a,b - DENOTES TWO SWITCHES AND THEIR RESPECTIVE CONTROL IDENTIFICATION. 3 - DENOTES 3 -WAY SWITCH K - DENOTES KEY SWITCH C13 WALL MOUNTED INFRA -RED OCCUPANCY SENSOR. USE WATTSTOPPER "WI 200" FOR SINGLE SWITCH AND "WI 300" FOR "ab" SWITCHING OR EQUAL UNLESS NOTED OTHERWISE ON PLANS. ® CEILING MOUNTED ULTRASONIC OCCUPANCY SENSOR. USE WATTSTOPPER "WT" WITH POWER PACK OR EQUAL UNLESS NOTED OTHERWISE ON PLANS. STANDARD 20A, 120V-10 GROUNDING TYPE SIMPLEX RECEPTACLE MOUNTED AT +18" AFF TO CENTER OF DEVICE - UON. STANDARD 20A, 12OV-10 GROUNDING TYPE DUPLEX RECEPTACLE MOUNTED AT +18" AFF TO CENTER OF DEVICE - UON. STANDARD 20A, 120V-10 GROUNDING TYPE FOUR-PLEX RECEPTACLE MOUNTED AT +18" A.F.F. TO CENTER OF DEVICE - UON - SHADED INDICATES ISO. GROUND TYPE. SPECIAL RECEPTACLE MOUNTED AT +18" AFF TO CENTER OF DEVICE - UON. AMPS - VOLTS & 12 PHASE AS INDICATED ON PLANS. VERIFY NEMA CONFIGURATION WITH INSTALLED EQUIPMENT SUPPUER PRIOR TO PLACING ORDER. qp STANDARD 20A, 120V-10 GROUNDING TYPE "GROUND FAULT INTERRUPTER" (G.F.I.) RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT - LION. STANDARD 20A, 12OV-10 ISOLATED GROUND TYPE DUPLEX RECEPTACLE MOUNTED AT +18" AFF TO CENTER OF DEVICE - UON. USE IVORY -COLORED RECEPTACLE WITH ISOLATED GROUND DESIGNATION INSTEAD OF ORANGE -COLORED RECEPTACLE. STANDARD 20A. 12OV-10 ISOLATED GROUND TYPE QUAD RECEPTACLE MOUNTED AT +18" AFF TO CENTER OF DEVICE - UON. USE IVORY -COLORED RECEPTACLE WITH ISOLATED GROUND DESIGNATION INSTEAD OF ORANGE -COLORED RECEPTACLE. STANDARD 20A, 120V-10 ISOLATED GROUND TYPE SIMPLEX RECEPTACLE MOUNTED AT +18" AFF TO CENTER OF DEVICE - UON. USE IVORY -COLORED RECEPTACLE WITH ISOLATED GROUND DESIGNATION INSTEAD OF ORANGE -COLORED RECEPTACLE. DISCONNECT SWITCH. AMPS - VOLTS & POLES AND FUSED OR NON-FUSED AS INDICATED. COMBINATION MAGNETIC MOTOR STARTER/DISCONNECT SWITCH. NEMA SIZE - VOLTS, POLES AND FUSED OR NON FUSED AS INDICATED PROVIDE COMPLETE Lo WITH THERMAL OVERLOAD PROTECTION PER MOTOR NAMEPLATE DATA AND COIL VOLTAGE PER EQUIPMENT CONTROL REQUIREMENTS. H.O.A. - INDICATES HAND/OFF/AUTO SWITCH. MANUAL MOTOR STARTER SWITCH. RATED ® 1HP MIN - 120V - 10 -UON. PROVIDE COMPLETE WITH THERMAL OVERLOAD PROTECTION. O JUNCTION BOX. SIZED BY THIS CONTRACTOR PER ACTUAL NUMBER OF CONDUITS AND / OR CONDUCTORS PASSING THRU. MOTOR OUTLET. HP OR FLA - VOLTS & PHASE AS INDICATED. VERIFY ELECTRICAL CHARACTERISTICS AND CONNECTION REQUIREMENTS WITH INSTALLED EQUIPMENT MFGR. PRIOR TO ANY ROUGH -IN WORK. ® SERVICE ENTRANCE OR DISTRIBUTION EQUIPMENT AS SPECIFIED. It BRANCH CIRCUIT PANELBOARD. FLUSH OR SURFACE MTD. AS INDICATED. ® TELEPHONE PLYWOOD BACKBOARD. TEMPERATURE SENSOR FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. © PROVIDE JUNCTION BOX AT +48" AFF - LION. PROVIDE 1/2- CO TO ASSOCIATED HVAC UNIT. TEMPERATURE / HUMIDITY SENSOR FURNISHED AND INSTALLED BY MECHANICAL ® CONTRACTOR. PROVIDE JUNCTION BOX AT +48" AFF - UON. PROVIDE 1/2" CO TO ASSOCIATED HVAC UNIT. 4 VOLUME CONTROLLER SUPPLIED BY OWNER. ELECTRICAL CONTRACTOR TO PROVIDE 4" SQUARE JUNCTION BOX AT +48". COVER PROVIDED BY DMX. 1/2- CONDUIT STUB TO ACCESSIBLE CEILING. TELEPHONE OUTLET MOUNTED AT +15" AFF - UON. PROVIDE 3/4" CO j TO POINT ABOVE ACCESSIBLE CEILING SPACE OR AS OTHERWISE INDICATED. W - DENOTES WALL MOUNTED 0 +48" AFF - UON. 1pn "1 SITE" DATA CONNECTION WITH 1" CONDUIT TO ACCESSIBLE CEILING MOUNTED AT +18" AFF - LION. C P.O.S. OUTLET MOUNTED AT +18" AFF - LION. PROVIDE 1" CONDUIT TO PATCH PANEL LOCATED IN POS/TELE ROOM. VIDEO OUTLET WITH "F" TYPE CONNECTOR. PROVIDE 3/4" CONDUIT TO POS/TELEPHONE ROOM. ® MICROPHONE JACK SUPPLIED BY OWNER. ELECTRICAL CONTRACTOR TO PROVIDE 1 -GANG FLUSH OUTLET BOX. 4 PUSH BUTTON DOOR BELL AT +42"AFF - UON. DOOR BELL/CHIME WITH INTEGRAL 24V LOW VOLTAGE TRANSFORMER. /0 -PROVIDE 24V CONTROL WIRING TO DOOR BELL LOCATION(S). BA BURGLAR ALARM CONTROL PANEL ❑S SAFE CONNECTION ® FIRE ALARM CONTROL PANEL ® POWER SUPPLY DUCT MOUNTED SMOKE DETECTOR CONDUIT CONCEALED WITHIN BUILDING WALLS OR CEILING SPACE. TICK ._ MARKS INDICATE QUANTITY OF #12 THHN / THWN CONDUCTORS - U.O.N.. CONDUIT SHOWN WITH NO TICK MARKS INDICATE 2 #12 THHN / THWN CONDUCTORS - U.O.N.. CONDUIT SHALL BE 3/4" MINIMUM - U.O.N.. CONDUIT ROUTED BELOW FINISHED GRADE AND / OR CONCRETE SLAB. TICK MARKS INDICATE QUANTITY OF #12 THHN / THWN CONDUCTORS - U.O.N.. CONDUITS SHOWN WITH NO TICK MARKS INDICATE 2 #12 THHN / THWN CONDUCTORS - U.O.N.. CONDUIT SHALL BE 3/4" MINIMUM - U.O.N.. INCLUDE CODE SIZED COPPER BOND CONDUCTOR (NOT SHOWN ON PLAN) IN ALL NON-METALUC CONDUIT RUNS. -� HOMERUN TO DESTINATION AS INDICATED. REFER TO CONDUIT SYMBOL ABOVE. 1.4 CONT (RAC TL R SI- ATI- VERIFY AI -1_ ONDI-f IONS AND '''J_lv!ENSIOdS til TIE JO S T" AND NOT FY TIF. ARCHI1TC1"VENGINEERS O ;� AN" DI1vIENSMNAL ERRORS, 01 SSIONS OR DiSCREPANCES BEFORE BELINNINC OR FABR'CATI`C ANY vy'ORKDO NOT SCALE T:}I DRKNI"JCS 0A N CD �Z� ga N ARCHITECTS PROJECT Job # 12051 CONT (RAC TL R SI- ATI- VERIFY AI -1_ ONDI-f IONS AND '''J_lv!ENSIOdS til TIE JO S T" AND NOT FY TIF. ARCHI1TC1"VENGINEERS O ;� AN" DI1vIENSMNAL ERRORS, 01 SSIONS OR DiSCREPANCES BEFORE BELINNINC OR FABR'CATI`C ANY vy'ORKDO NOT SCALE T:}I DRKNI"JCS r-� Restaurant #: XXXX OLV EN P76L-WD UPDATED THRU: HSKP 2010.1 DD2-04-2012 Q 10206 N. MICHIGAN RD. CARMEL, INDIANA Drawing ELEC. SYMBOLS, FIXTURE SCHED. & NOTES E2.1 0A r-� Restaurant #: XXXX OLV EN P76L-WD UPDATED THRU: HSKP 2010.1 DD2-04-2012 Q 10206 N. MICHIGAN RD. CARMEL, INDIANA Drawing ELEC. SYMBOLS, FIXTURE SCHED. & NOTES E2.1 Jo 0 0 0 N 00 \ 0 rn 3 a E 0 cn 0 O I 0 U N w I I rj I Lv I J L0 r` I 0 00 0 i N Ln N O I L0 r - i V) 0 0 Of CLI N I 0 i LL J_ I w c 0 aD 0+ T N 0 cn 0 ITEM NO. DESCRIPTION EQUIPMENT RATING COMB. STARTER DATA VOLTS PHASE FLA MCA MOCP HP STARTER SIZE WIRE SIZE DISC. SW. DATA 1: Ell AIR COND. UNIT 208 3 - 53.3 60 - N/A 3 #4 60AS / 60AF 2 AIR COND. UNIT 208 3 - 53.3 60 - N/A 3 #4 60AS / 60AF Pq AIR COND. UNIT 208 3 - 42.7 50 - N/A 3 #6 60AS / 50AF 4 AIR COND UNIT. 208 3 - 50.3 60 - N/A 3 #4 60AS / 60AF eAIR COND. UNIT 208 3 - 72.0 90 - N/A 3 #2 100AS / 90AF e AIR COND. UNIT 208 3 - 53.3 60 - N/A 3 #4 60AS / 60AF �A MAKE-UP AIR 208 3 14.1 - - 5 HP PROVIDED UNDER MECH. 3 10 # 30AS 30AF / B ELEC. UNIT HEATER 208 1 24.9 - - - N/A 2 #8 MANUAL STARTER MOTOR e ELEC. UNIT HEATER 208 1 12.9 - - - N/A 2 #10 MANUAL MOTOR STARTER UH ELEC. UNIT HEATER 208 1 24.9 - - - N/A 2 #8 MANUAL MOTOR STARTER ___j ELECTRIC HEATER 208 1 7.21 - - - N/A 2 #12 TOGGLE Pq2 ELECTRIC HEATER 208 1 7.21 - - - N/A 2 #12 TOGGLE ff EXHAUST FAN 208 3 6.8 - - 2 HP PROVIDED UNDER MECH. 3 #10 W / MAU 1 EXHAUST FAN 208 3 5.8 - 1.5 HP UNDER MECH. PROVIDED 3 #10 30AS / 30AF ff I I I I EXHAUST FAN 208 3 5'8 - - 1.5 HP UNDER MECH. 3 #10 W / EF -2 3 ELEVATION SINGLE PHASE. EXHAUST FAN 120 1 6.3 - - 1/2 HP N/A 2 #12 MANUAL STARTER MOTOR 4 I p5q EXHAUST FAN 120 1 6.3 - - 1/2 HP N/A 2 #12 MANUAL MOTOR STARTER TO OPEN DATE. FAN 120 1 7.0 - - 1/3 HP N/A 2 #12 MANUAL STARTER MOTOR BEXHAUST n BPOS 12-3/4'©� CII UBUPNEBP,I Ul STUB AREA STUB UAREA[DIP JUNCTION BOX AND DEDICATED CIRCUIT I V9(p I ALLEY MPS ENTRE11 ENTREE #2 I I I U L- - - - - - _ - J L - - - - - - - - - - - - - - - J8. FOR POS EQUIPMENT RACK , Ol RTU'S ARE FURNISHED W/ FACTORY INSTALLED NON-FUSED DISCONNECT SWITCH. SEE SHEET AC1.1 FOR ADDITIONAL INFORMATION. O2 SEE SHEETS AC5.1, 5.2 AMD 5.3 FOR HOOD WIRING INFORMATION. 208/3/60 INTERLOCK W/ EA. A.C. UNIT (ONE SMOKE DETECTOR ACTIVATES ALL UNITS) ®SMOKE DETECTOR MOUNTED IN S.A. // AND RA. DUCT ___/// (VERIFY WITH LOCAL INSPECTOR) DUCT TEMP. O SENSOR �� PART#: TDDAM20 OVERIFY NO. OF WIRES WITH MANUFACTURER HWX3XSTA WALL TEMPERATURE/HUMIDITY OM SENSOR (DINING/BAR UNITS WITH HUMIDITY CONTROLS -WHERE SPECIFIED) KB -42 FAN SWITCH (PROVIDED WITH HOOD) VERIFY NO. OF WIRES WITH MANUFACTURER OM (10) WIRES MINIMUM - CPI PANEL (AT MAIN O SWITCHBOARD "MDP') VERIFY NO. OF WIRES M WITH MANUFACTURER O \-TWXA00 TEMPERATURE SENSOR (KITCHEN UNITS AND UNITS WITH -OUT O HUMIDITY CONTROLS -WHERE SPECIFIED) AC AC AC AC AC AC 1 1 2 1 3 1 4 5 6 *ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT FOR ALL WIRING (POWER AND CONTROL). REFER TO MECHANICAL DRAWING SHEET AC -1 FOR ADDITIONAL INFORMATION. M-25 M-7/9/11 M-1/3/5 r__"� DISCONNECT DISCONNECT DISCONNECT DISCONNECT 1 7 -- SWITCH SWITCH SWITCH SWITCH (N) MAGNETIC STARTER W/AUX. CONTACT BY CAPTIVE AIR WITHIN HOOD CONTROL PANEL CONTROL PANEL M-27 ROUTE CIRCUIT KITCHEN THROUGH N.O. LIGHT CONTACT WITHIN SWITCH DISHWASHER CONTROL PANEL DISCONNECT SWITCH O (N) L-39 M-29 TO KITCHEN LIGHT FIXTURES S.P.S.T. N.O. RELAY E DISCONNECT SWITCH O (N) ff ff ff EF MAU ff ff 4 2 3 1 1 5 6 (DISHWASHER) (RESTROOMS) SEE AC5.1, 2 & 3 FOR WIRING DIAGRAMS AND INFORMATION O INDICATES OMECHANICAL PROVIDED INDICATES FIELD WIRING O INSTALLED BY ELECTRICAL E MECHANICALCONTRACTOR, -'-"' INSTALLED BY BY ELECTRICAL CONTRACTOR CONTRACTOR CONTRACTOR INSTALLED BY ELECTRICAL CONTRACTOR HVAC WIRING DIAGRAM SCALE NONE MECHANICAL EQUIPMENT SCHEDULE NONE E 31 NONE E.C. TO REVIEW THE CPI SHOP DRAWINGS PRIOR TO INSTALLING CONDUIT OR WIRES. MAIN SWITCHBOARD "MDP" 1200A. BUS 120/208V, 30, 4W PER NEC 250- EQUIPMENT BOND (MIN S.C.C.R. = 65,000A RMS SYMM.) REMOTE UTILITY -- -- -- -- -- -- -- -- -- -- --- COMPANY METER - - --� I 3/4"C.-#3/0 CU. BOND TO COLD WATER PIPE g M I PER NEC 250-104(A) _ _ I 1200A COPPER BUSSING O 0 O3 ® 0© O7 ® 0 10 11 1© 1200A F -1 3P 200A ST125A ST 225A 150A 350A 200A 150A 60A 70A 110A 30A - -�- -�- 3P 3P 3P 3P P 3P 3P a 3P 3P 3P 3P z 5J 3 0 07 7 0 8 ED 3 0 1 UTILITY CO. 0 Z_ CT CABINET E i cq I 3/4"C.-#3/0 CU. 6 6 N Jv .. o .. GROUND PER NEC 17 _ 250-50. 3 4 a 3 4 4 8 3 4 3 4 3 4 I v 250-52 Al -3), PNL PNL PNL PNL PNL PNL M TVSS UTILITY CO. I 250-53 (C do D) "KA" "KB" "M" "L" "R" "POS" "d I PADMOUNTLn TRANSFORMER - - - - T v I v v ' I I e N M ---I L--- i L- - -- -- I N N E 24,882 r26,371 ASCC ASCC 3 PARALLEL SETS OF WIRING AND CONDUIT TO 4 #600kcmD - 4"C BE INSTALLED TO CONFORM WITH COOK- CHEF'S 1#3/0 G. IN EACH NEC 230.6. CONDUCTORS LINE COUNTER CONSIDERED OUTSIDE OF BUILDING. LOAD LOAD UNDERGROUND TO UTILITY CO. CENTER CENTER POINT OF CONNECTION (SEE SITE PLAN FOR SIZE AND LOCATION)DISHWASHER BOOSTER 4 5 4 5 96A HEATER 96B E41 E88 FAULT CURRENT CALCULATIONS ARE BASED ON 42.000 ASCC AT "MDP"_ INDICATES FEEDERS PROVIDED AS + 4x MOTOR LOAD. VERIFY EXACT - PART OF MODULAR SWITCHGEAR AVAILABLE FAULT CURRENT WITH LOCAL UTILITY SERVICE PLANNER. 60A 3P 90A 3P 60A 3P km 'v km AC AC AC 4 5 6 SINGLE LINE DIAGRAM NOTES: ®1 PROVIDE A 22,000 AIC RATED CIRCUIT BREAKER. ®2 REFER TO MECHANICAL EQUIPMENT SCHEDULE FOR WIRE AND DISCONNECT SIZE ®3 THERE SHALL BE A UL SERIES RATING BETWEEN THE SQUARE D TYPE 'HJ', 'JJ", "SE" AND "LC" CIRCUIT BREAKERS IN DISTRIBUTION PANEL "MOP" AND ALL SQUARE D TYPE "QOB" CIRCUIT BREAKERS IN PANELS "KA", "KB", "L", "R", AND "POS" BASED ON THE AVAILABLE SHORT CIRCUIT CURRENT (ASCC) OF 44,000A INCLUDING MOTOR LOAD CONTRIBUTION AT SERVICE ENTRANCE EQUIPMENT "SEE" ®4 PROVIDE SERIES RATING LABEL PER NEC 110-22 FOR PANELS "KA", "KB", "M "L", "R "POS" AND TWO LOAD CENTERS. LABEL TO RATED "CAUTION - SERIES RATED AT 44,000A AVAILABLE. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED'. ®5 THERE SHALL BE A UL SERIES RATING BETWEEN THE SQUARE D TYPE "JJ" CIRCUIT BREAKERS IN DISTRIBUTION PANEL "MDP" AND ALL SQUARE D TYPE "QO" CIRCUIT BREAKERS IN LOADCENTER BASED ON THE AVAILABLE SHORT CIRCUIT CURRENT (ASCC) OF 44,000A INCLUDING MOTOR LOAD CONTRIBUTION AT SERVICE ENTRANCE EQUIPMENT "SEE' ®6 PROVIDE SHUNT TRIP CIRCUIT BREAKER AND INTERLOCK COIL WITH ANSUL FIRE EXTINGUISHING SYSTEM. ®7 PROVIDE LOCK-ON/OFF CAPABILITY AT CIRCUIT BREAKER. ®8 THERE SHALL BE A UL SERIES RATING (65/22K) BETWEEN THE SQUARE D TYPE LC CIRCUIT BREAKER IN DISTRIBUTION PANEL "MDP" AND ALL SQUARE D TYPE QOB-VH CIRCUIT BREAKERS IN PANEL "M" BASED ON THE AVAILABLE SHORT-CIRCUIT CURRENT (ASCC) OF 44,000A. INCLUDING MOTOR LOAD CONTRIBUTION AT SERVICE ENTRANCE EQUIPMENT "SEE". PROVIDE RELAY AT CPI PANEL FOR CIRCUIT R-32 TO ALLOW FOR WATER HEATER RECIRCULATING PUMP TO SHUT-OFF DURING NON -WORKING HOURS. TIMES TO BE DETERMINED BY OWNER'S REPRESENTATIVE. 10 PROVIDE RELAYS FOR OVERRIDING OF PRE-SET DIMMING SCHEDULES BY OCCUPANCY SENSORS IN DINING AREAS FOR CLEAN-UP. SEE E-4.1 FOR OCCUPANCY SENSORS AND E-8.1 FOR CIRCUITS [DIMMERS REQUIRING BY-PASS]. LOAD CALCULATION SCALE 4 SINGLE LINE DIAGRAM NONE E -SCALE 3.1 NONE E-3.1 DEMAND LOAD 1. LIGHTING & GENERAL USE POWER: Not DEHUMIDIFICATION NOTE: CPI TO VERIFY IF DEHUMIDIFICATION FEATURE IS REQUIRED, PRIOR TO PANEL "L" (INCLUDES 125% LCL PER NEC 215.2) 33.3 kVA PANEL "R" I I 15.8 kVA PANEL "POS" 9.4 kVA 2. MECHANICAL EQUIPMENT ' TYPICAL TERMINAL S4SHELF ffmammmomm PANEL "M" 97.1 kVA AC -4 (50.3 MCA) 18.2 kVA AC -5 (72.0 MCA) 25.9 kVA AC -6 (53.3 MCA) 19.2 kVA 3. KITCHEN EQUIPMENT I I PANEL "KA" (® 65% PER NEC 220-56) 35.0 kVA COOKLINE LOAD CENTER (® 65% PER NEC 220-56) 15.0 kVA PANEL "KB" (® 65% PER NEC 220-56) 30.3 kVA CHEF'S COUNTER LOAD CENTER (® 65% PER NEC 220-56) 45.0 kVA DISHWASHER BOOSTER HEATER 30 KVA ® 65% 19.5 kVA DISH MACHINE 20 KVA ® 65% I 13.1 kVA 4. TOTAL DEMAND LOAD 376.8 kVA AT 120/208V, 3 PH, 4W 1046.7 AMPS MAIN SWITCHBOARD "MDP" 1200A. BUS 120/208V, 30, 4W PER NEC 250- EQUIPMENT BOND (MIN S.C.C.R. = 65,000A RMS SYMM.) REMOTE UTILITY -- -- -- -- -- -- -- -- -- -- --- COMPANY METER - - --� I 3/4"C.-#3/0 CU. BOND TO COLD WATER PIPE g M I PER NEC 250-104(A) _ _ I 1200A COPPER BUSSING O 0 O3 ® 0© O7 ® 0 10 11 1© 1200A F -1 3P 200A ST125A ST 225A 150A 350A 200A 150A 60A 70A 110A 30A - -�- -�- 3P 3P 3P 3P P 3P 3P a 3P 3P 3P 3P z 5J 3 0 07 7 0 8 ED 3 0 1 UTILITY CO. 0 Z_ CT CABINET E i cq I 3/4"C.-#3/0 CU. 6 6 N Jv .. o .. GROUND PER NEC 17 _ 250-50. 3 4 a 3 4 4 8 3 4 3 4 3 4 I v 250-52 Al -3), PNL PNL PNL PNL PNL PNL M TVSS UTILITY CO. I 250-53 (C do D) "KA" "KB" "M" "L" "R" "POS" "d I PADMOUNTLn TRANSFORMER - - - - T v I v v ' I I e N M ---I L--- i L- - -- -- I N N E 24,882 r26,371 ASCC ASCC 3 PARALLEL SETS OF WIRING AND CONDUIT TO 4 #600kcmD - 4"C BE INSTALLED TO CONFORM WITH COOK- CHEF'S 1#3/0 G. IN EACH NEC 230.6. CONDUCTORS LINE COUNTER CONSIDERED OUTSIDE OF BUILDING. LOAD LOAD UNDERGROUND TO UTILITY CO. CENTER CENTER POINT OF CONNECTION (SEE SITE PLAN FOR SIZE AND LOCATION)DISHWASHER BOOSTER 4 5 4 5 96A HEATER 96B E41 E88 FAULT CURRENT CALCULATIONS ARE BASED ON 42.000 ASCC AT "MDP"_ INDICATES FEEDERS PROVIDED AS + 4x MOTOR LOAD. VERIFY EXACT - PART OF MODULAR SWITCHGEAR AVAILABLE FAULT CURRENT WITH LOCAL UTILITY SERVICE PLANNER. 60A 3P 90A 3P 60A 3P km 'v km AC AC AC 4 5 6 SINGLE LINE DIAGRAM NOTES: ®1 PROVIDE A 22,000 AIC RATED CIRCUIT BREAKER. ®2 REFER TO MECHANICAL EQUIPMENT SCHEDULE FOR WIRE AND DISCONNECT SIZE ®3 THERE SHALL BE A UL SERIES RATING BETWEEN THE SQUARE D TYPE 'HJ', 'JJ", "SE" AND "LC" CIRCUIT BREAKERS IN DISTRIBUTION PANEL "MOP" AND ALL SQUARE D TYPE "QOB" CIRCUIT BREAKERS IN PANELS "KA", "KB", "L", "R", AND "POS" BASED ON THE AVAILABLE SHORT CIRCUIT CURRENT (ASCC) OF 44,000A INCLUDING MOTOR LOAD CONTRIBUTION AT SERVICE ENTRANCE EQUIPMENT "SEE" ®4 PROVIDE SERIES RATING LABEL PER NEC 110-22 FOR PANELS "KA", "KB", "M "L", "R "POS" AND TWO LOAD CENTERS. LABEL TO RATED "CAUTION - SERIES RATED AT 44,000A AVAILABLE. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED'. ®5 THERE SHALL BE A UL SERIES RATING BETWEEN THE SQUARE D TYPE "JJ" CIRCUIT BREAKERS IN DISTRIBUTION PANEL "MDP" AND ALL SQUARE D TYPE "QO" CIRCUIT BREAKERS IN LOADCENTER BASED ON THE AVAILABLE SHORT CIRCUIT CURRENT (ASCC) OF 44,000A INCLUDING MOTOR LOAD CONTRIBUTION AT SERVICE ENTRANCE EQUIPMENT "SEE' ®6 PROVIDE SHUNT TRIP CIRCUIT BREAKER AND INTERLOCK COIL WITH ANSUL FIRE EXTINGUISHING SYSTEM. ®7 PROVIDE LOCK-ON/OFF CAPABILITY AT CIRCUIT BREAKER. ®8 THERE SHALL BE A UL SERIES RATING (65/22K) BETWEEN THE SQUARE D TYPE LC CIRCUIT BREAKER IN DISTRIBUTION PANEL "MDP" AND ALL SQUARE D TYPE QOB-VH CIRCUIT BREAKERS IN PANEL "M" BASED ON THE AVAILABLE SHORT-CIRCUIT CURRENT (ASCC) OF 44,000A. INCLUDING MOTOR LOAD CONTRIBUTION AT SERVICE ENTRANCE EQUIPMENT "SEE". PROVIDE RELAY AT CPI PANEL FOR CIRCUIT R-32 TO ALLOW FOR WATER HEATER RECIRCULATING PUMP TO SHUT-OFF DURING NON -WORKING HOURS. TIMES TO BE DETERMINED BY OWNER'S REPRESENTATIVE. 10 PROVIDE RELAYS FOR OVERRIDING OF PRE-SET DIMMING SCHEDULES BY OCCUPANCY SENSORS IN DINING AREAS FOR CLEAN-UP. SEE E-4.1 FOR OCCUPANCY SENSORS AND E-8.1 FOR CIRCUITS [DIMMERS REQUIRING BY-PASS]. LOAD CALCULATION SCALE 4 SINGLE LINE DIAGRAM NONE E -SCALE 3.1 NONE E-3.1 LE POS RISER DIAGRAM SN.T.S. E-3.1CALE ELECTRICAL PANEL LAYOUT 1/11 2'=' -ON E-3.1 Not DEHUMIDIFICATION NOTE: CPI TO VERIFY IF DEHUMIDIFICATION FEATURE IS REQUIRED, PRIOR TO I I I I I I I N �v I I I I CONSTRUCTION OF GEAR. P.O.S. GENERAL NOTES ' TYPICAL TERMINAL S4SHELF ffmammmomm I 0 0 0 0 00 1. CONTRACTOR TO SUPPLY AND INSTALL, CONDUIT, JUNCTION BOXES, ETL.. I I I ❑❑❑❑ I I I I 2. ALL CONNECTIONS TO BE MADE BY NCR OR I I o ❑ o ❑ ,,...�, o a Ems• SERVICE TECH. I I I I I ❑❑❑❑ ,,�," o 0 ~'a" 3. CONFIRM LOCATION AND HEIGHT OF JUNCTION 3.."wr a o --- 84 BOXES WITH FIELD CONDITIONS. I I I I I ® 0 4. ALL ACCESS HOLES IN COUNTERTOPS TO BE I I I I I I PANEL a Pmn Ph " 3" DIAMETER WITH RUBBER GROMMETS. I I I I I I I I z I 5. INSTALL SURGE SUPRESSOR ON P.O.S. PANEL. I I ( I I I x AN NCR TRANSIENT VOLTAGE SURGE i i i i i i ; ; I PAN] i M11" SUPRESSOR 120/230V 3 PHASE, 5 WIRE I I I (APPROX. 8'W x 10"H x 4"D) PROVIDED BY NCR I I I I I _ _ _ _ _ _ _ CEILING do INSTALLED BY THE ELECTRICAL CONTRACTOR. - _ - I FEEDER TO BE AS SHORT AS POSSIBLE WITH NO SHARP 90' BENDS. SUPPRESSOR TO BE NCR 42' -r- 47' 42' MODEL # 1-998-0699-500 OR 501. I I I I I I I I I 6. COMPRIS SYSTEM PANEL SHALL BE I I ( I I I I I I I ELEVATION SINGLE PHASE. 7. CABLE AND SURGE SUPRESSOR WILL BEI I I I I I I I SHIPPED TO THE STORE 10 WEEKS PRIOR POS #7 I PNCR ATCH TO OPEN DATE. I I I PANEL I -------7 r-------- -- rL_------- - I ©nn C n 199 On nnnn n BPOS 12-3/4'©� CII UBUPNEBP,I Ul STUB AREA STUB UAREA[DIP JUNCTION BOX AND DEDICATED CIRCUIT I V9(p I ALLEY MPS ENTRE11 ENTREE #2 I I I U L- - - - - - _ - J L - - - - - - - - - - - - - - - J8. FOR POS EQUIPMENT RACK , POS #1 I POS #2 I I POS #4 DRINK I POS #5 POS J , POS #3 I PRINTER OUTLETS APPETIZER TAKE-OUT I SALAD TAKE-OUT I PRINTERS I I I PRINTERS PRINTERS I PRINTERS PRINTERS I I RL611 -- -- --�-- I ----�--+--- - -� -- -- -- I-- -- -- -- -� -- -- --.�-- -- -- -- --�-- -- -- --�-- -- -- -- -- -- -- -r -- FLOOR NOTE: NOTES:I 1. RISER IS DIAGR AMtrIA11C ONLY. REFER TO FLOOR I I I I I I I CHIEFS I I I ELECTRICAL PANELS AND SYSTEMS SHOWN SHALL BE SUPPLIED BY DARDEN AND INSTALLED BY GENERAL CONTRACTOR. THIS SYSTEM IS TO BE OBTAINED FROM: PLAN FOR SPEgRA CONDUIT ROUTING, SIZES, I I I I I I I I I LOCATION, ETC. i BUTCH BRIDGES SERVER ; STATION #2 SERVER ; WAITING ; i SERVER ' ENTRY AREA BAR STATION 11 I DINING ROOM i COOKLINE i SERVER ; ALLEY POS/TELEPHONE I ROOM OFFICE CAROLINA PRODUCTS INC. P.O. BOX 33264 l -I 4_j F113 1 102 I 104 1 Fl12 107 I 118 I 116 ( 122 I 127 CHAROLETTE, NC 28233 PHONE(704) 364-9029 I I I I FAX #704) 367-1215 ausburnb®cpipanels.com LE POS RISER DIAGRAM SN.T.S. E-3.1CALE ELECTRICAL PANEL LAYOUT 1/11 2'=' -ON E-3.1 RAC TO R SHALL VER'' y AL.. 1IT10NS AND OI`ENSIONS AT JO SIT: ANG W T;Ev PH' Il: _S!FNGINEERS Cr AN/ NSIONA`L ERRORS. 0Y'SSI_'-NS �ISCRE�ANCIES :BEFORE NNINC OR F.ABRICAI NC ANY D0 NOT SC ALE VINCOS ,�,```�N11t# 111►1/��''',, Not 0 N �v N ARCHITECTS PROJECT Job # 12051 RAC TO R SHALL VER'' y AL.. 1IT10NS AND OI`ENSIONS AT JO SIT: ANG W T;Ev PH' Il: _S!FNGINEERS Cr AN/ NSIONA`L ERRORS. 0Y'SSI_'-NS �ISCRE�ANCIES :BEFORE NNINC OR F.ABRICAI NC ANY D0 NOT SC ALE VINCOS ,�,```�N11t# 111►1/��''',, Not Issue Date: 5-21-12 REVISION A2 8-17-12 L� D 0 L� Restaurant #: XXXX 0 LILVI AR D EN P76 L - WD UPDATED THRUD HSKP 2010.1 DD2-04-2012 0 10206 N. MICHIGAN RD. CARMEL, INDIANA Drawing DIAGRAMS Ot DETAILS E3.1 Ls c T c c c a c r c s -i s c L H L L f L c L c r r L i n i i i r r J J I v v D I L C L I / 14 E 0 0 i J I c C v Q) rn a N v v J 39a 39a LIGHTING AND OCCUPANCY SENSORS IN FREEZER PROVIDED WITH KITCHEN EQUIPMENT- REFER TO LATEST FOOD SERVICE DRAWINGS DRY STORAGE 121 c \ \: a..:.;:: ........................_:...:............................._............... ; \ .... ....................... ___.... ........................................._.................................. ............................_......_....................................._......... \ € �2 a1 r �� J rl r ! 16° 18" € Is----- € ..... K1 DISHWASHING }g'_g• A J2 (2) n 2 65 1-157 3 7 �r't f r� U EMX O 23 i r r r it U SI i - 39a ( )12 -- __. EQ. " : ;; 2-. 0 J' 39a 2'- . zz zz EQ 41b Jzz z :: i , . z7 z zz 41b i 39a 141 /41 b EM 41b 39a 39a 4 EM NL 41b 39a i; 39a 41b Irb FFI 39a 41b 39a SHEET GENERAL NOTES: 1. ALL DEVICE LOCATIONS SHAD_ BE VERIFIED WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH -IN. 2. ALL MOUNTING HEIGHTS DES16NATED ARE TO THE CENTER OF THE JUNCTION BOX FROM FINISHED FLOOR. 3. VERIFY JUNCTION BOX/RECEPTACLE CONNECTION METHOD, FOR ALL OWNER SUPPLIED FIXTURES, PRIOR TO ANY ROUGH -IN. 4. BRANCH CIRCUITS TO EXIT SIGNS ARE SHOWN AS DIAGRAMMATIC ONLY. PROVIDE JUNCTION BOXES AS REQUIRED SUCH THAT ONLY ONE CONNECTION IS MADE TO EACH EXIT SIGN. 5. ALL JUNCTION BOXES SHALL BE HIDDEN FROM PUBLIC VIEW. CONTRACTOR TO PAINT JUNCTION BOX TO MATCH SURROUNDINGS. 6. BRANCH CIRCUITS TO ALL DOWNUGHTS ARE SHOWN AS DIAGRAMMATIC ONLY. -flROMDE­J M- 710N-BOXESAS REQUIRED SUCH THAT DOWNUGHT "THRU-HARING" CONDUCTOR ALLOWANCES ARE\Ndf EXCEEDED. 7. ELECTRICIAN IS TO ORIENT ALL CEILING TRACK LIGHTS TO AVOID SHINING DIRECTLY INTO GUEST'S EYES. 8. ELECTRICAL CONTRACTOR TO REFRAIN FROM CUTTING INTO 'CTI/HARDIPLANK' CEILINGS FOR JUNCTION BOX MOUNTING. INSTEAD UTILIZE 'PANCAKE' STYLE JUNCTION BOX MOUNTED ON UNDERSIDE OF 4'x4' BEAMS AND SWAGGED TO CONNECT TO APPLICABLE FIXTURE. 9. E.C. TO REVIEW THE C.P.I. SHOP DRAWINGS PRIOR TO INSTALLING CONDUIT AND/OR WIRE. SHEET KEYNOTES: ROUTE CIRCUIT TO TERMINAL STRIP PROVIDED IN PANEL 'MDP" WHICH HAVE BEEN CONNECTED TO THE LOAD SIDE OF THE DIMMERS (DH1, DH2, ETC...) PROVIDED AS PART OF PANEL 'MDP". THE LINE SIDE IS FED FROM CIRCUITS AT PANEL 'L'. SEE DIMMER SCHEDULE AND PANEL SCHEDULES ON SHEET E-6.1. EXTERIOR GOOSE LAMP FIXTURE PROVIDED BY SIGN MANUFACTURER. COORDINATE MOUNTING NIGHTS WITH ARCHITECT. FINISH TO BE SELECTED BY ARCHITECT. ®3 ALL PENDANTS ABOVE TABLES ARE TO BE HUNG AT +2'-6' FROM TOP OF TABLE TO BOTTOM OF FIXTURE CENTERED OVER TABLE. ®4 PROVIDE UNSWITCHED CONDUCTORS TO EMERGENCY & EXIT LIGHTS. CHANDELIER IN FAMILY ROOM SHALL BE LOCATED IN CENTER OF ROOM IN BOTH DIRECTIONS. CHANDELIER MOUNTED AT +64" AFF. ROUGH IN AND CONNECT TO..,. SING SIGN ILLUMINATION. THE EXACT LOCATION OF fWUGH-1N IS TO BE -C*04!, ED BY THE ELECTRICAL CONTRACTOR AND THE OWNERSf SIGN SHOP DRAWINdS: -' ®7 TRACK LIGHTS TO BE MOUNTED ON BOTTOM OF BEAM. CONDUIT AND MOUNTING HARDWARE TO BE PAINTED TO MATCH. ®B LIGHTING IN HOOD PROVIDED WITH KITCHEN EQUIPMENT - REFER TO LATEST HOOD DRAWINGS. ®g PROVIDE 120VOLT POWER SUPPLY AND TOGGLE SWITCH FOR LV. LED PUCK LIGHTING SYSTEM. ELECTRICAL CONTRACTOR TO CONNECT / INSTALL ALL LV. TRANSFORMERS PUCK LIGHTS AND LV. CABLING WITHIN THE MILLWORK. THE WIRING SHALL BE INSTALLED IN CONDUIT OR SHALL BE LISTED FOR USE WITHIN MILLWORK. ALL PUCK LIGHTS AND LV. TRANSFORMERS TO BE PROVIDED BY SPECIALTY LIGHTING INC. 10 MOUNT FIXTURE UNDER EAVES AND TIE INTO INTERIOR EXIT SIGN WHICH CONTAINS REMOTE HEAD CAPABILITY. 11 ALL EMERGENCY 'BUG -EYE" FIXTURES (TYPE EM) SHALL BE MOUNTED(TO CENTER) 8' BELOW THE FINISHED CEILING. SEE EMERGENCY LIGHTING NOTE BELOW. 12 FOR CONNECTION OF LED. ROPE LIGHTS. VITRIFY EXACT LOCATION OF DRIVER. 13 PROVIDE A RECEPT. FOR LOCAL EMPLOYEE TASK UGH11NG WITH INTEGRAL SWITCH. VERIFY EXACT LOCATION AND MOUNTING HEIGHT WITH ARCHITECT. 14 J -BOX FOR "CAR -SIDE TO -GO SIGN'. VERIFY MOUNTING do LOCATION W/ SIGN INSTALLER. 15 INSTALL J -BOXES do CIRCUITS, FOR FUTURE SIGNS, SIGNS NOT TO BE INSTALLED A THIS TIME. A OMIT GOOSENECK LIGHT AT FRONT BUILDING SIGN AND ADDED (2) RECESSED LIGHT FIXTURES. EMERGENCY LIGHTING NOTE: ALL NIGHT LETS, BATTERY PACKS, AND EXIT SIGNS TO CARRY AN (�TCHED, NON -DIMMED "HOT" CONDUCTOR WHICH SHALh-Elt WIRED AHEAD OF ANY SWITCHES OR DIMMERS. NOTE: 1. ALL CONDUITS WITHIN "HIGH CEILING" AREAS SHALL BE CONCEALED. EXPOSED CONDUITS WILL NOT BE ACCEPTED. 2. ALL OUTLET COVERS SHALL MATCH THE COLOR OF THE ADJACENT SURFACE 3. CONTRACTOO $3AALL RUN CONDUIT UNDER WHERE POSSIBLE. PROVIDE MI#12 GROUND. 4 MAXIMUM NUMBER BENDS PER NEC IS FOUR 90'� HO CONTRACTOR TO MINIMIZE BENDS AND AVOID FL SH WALL 6 OUTLETS FOR PULLING. G L-18 +8'-0" (2) a aw 0 N UZ� R ARCHITECTS PROJECT Job # 12051 00NI1I0NS AN D_V-ENSIONS AT T1> LOB S.TE AN„ N,., .EY Ti . ARCHI1:C1S;ENGINEFRS 0 AN DIV?ENS7ONAL ERRORS, O'M'S'SIONS OR DISCR: PANO:f S 5FE0RE B;' G'N�v1NO OR ' ABR C' (:NG ANY Y�'CRK "_)0 NOT SCALE TH DRAW1NCS Restaurant #: XXXX 0 aEN P76L-WD UPDATED THRUA HSKP 2010.1 DD2-04-2012 10206 N. MICHIGAN RD. CARMEL, INDIANA Drawing LIGHTING FLOOR PLAN E4. 1 aw Restaurant #: XXXX 0 aEN P76L-WD UPDATED THRUA HSKP 2010.1 DD2-04-2012 10206 N. MICHIGAN RD. CARMEL, INDIANA Drawing LIGHTING FLOOR PLAN E4. 1 c f c cS c i c a I c LL I c c c v I z c I u i 0 I d I LL u r 0 c C c c r r a c c 0 c c 11c L c L J i \-R-39 R-41 iiiziit (TYPICAL OF 2) KB -41 tiiiiiittttt 1 �eG KA -17 7 42 /E TRAINING E MPLOYE6 zzzzzzz zzzzzzz iiiiziitttztztt KA 24 7 42 :: ziiiziiztttztt :: it it i it zz _ iz it <€ `t' ` 3 30$ 14 il ii }& J€ _-- z it .................................................... _.. _.................. ........._ .___ _._ ......mar.:: . 26,28,30,32; I 26 AC=6 , 42 7... ............. 4 ............ 6 LOUNGE m 15 m + I w w w w w I i E N m I n 17 (TYPICAL) U 3 FAMILY ROOM ROU VL IrlL VIA ILR JvrrLI rirl AIIU IFIL •/%LVL WlwnVl� uvn jai ul LOCATED AT 7 1/2" TO THE LEFT AND 1-1 /2' DOWN FROM THE WATER " ` SUPPLY PIPE. COORDINATE EXACT ROUGH IN LOCATIONS AND HEIGHTS WITH EQUIPMENT INSTALLER PRIOR TO ROUGH IN. THE TRANSFORMER TO BE A SLOAN 01-154 MOUNTED ABOVE CEILING WITHIN A 4' X 4" DEEP JUNCTION BOX WITH ALL KNOCKOUTS REMOVED. PROVIDE BLANK STAINLESS STEEL COVER PLATE. n _ 8-37 ii VERIFY EXACT LOCATION OF TRANSFORMER WITH ARCHITECT. � U � a -- 14 PROVIDE 20A, 125/25OV-10, 4 WIRE GROUNDING TYPE RECEPTACLE, NEMA 14-20R. VERIFY CONFIGURATION WITH EQUIPMENT MANUFACTURER. 27 .............. E112 15 WIREMOLD V20GB SERIES PLUGSTRIP WITH OUTLET 18' ON CENTER. PROVIDE (1) J 75 4'-0-, (1) 6'-0-. AND (1) 16'-0- LENGTHS AND ALL ASSOCIATED HARDWARE 7 =; FOR A COMPLETE SYSTEM. i — SHOWN ON PLAN. VERIFY SPECIFIC � 16 PROVIDE 30A, 208V 10 RECEPTACLE AS TYPE WITH EQUIPMENT MANUFACTURER. t 1 17 PROVIDE CHILD PROOF DEVICE ON RECEPTACLES IN PUBLIC DINING AREAS AND BAR/LOUNGE, TYPICAL. 18 PROVIDE RECEPTACLE FOR IRRIGATION TIMER. — VERIFY EXACT LOCATION. • r 4 BOX FOR FLUSH VALVE SENSOR TO BE LOCATED 19 X 4 DEEP JUNCTION ® r - - 7 1/2„ TO THE LEFT AND 2 1/2 DOWN FROM TO WATER SUPPLY PIPE TO THE URINAL COORDINATE EXACT ROUGH IN LOCATIONS AND HEIGHTS WITH EQUIPMENT INSTALLER PRIOR TO ROUGH IN. TRANSFORMER TO BE SLOAN #EL -154 MOUNTED WITHIN A 4' X 4' DEEP JUNCTION BOX WITH ALL tz it it KNOCKOUTS REMOVED. MOUNT TRANSFORMER ABOVE CEILING. VERIFY EXACT it t LOCATION OF TRANSFORMER WITH ARCHITECT. \\\ zi,i _. ROUGH=IN ANQ CONNECT f1:fCTTtIC 8�4S�ARD HEATER. VERIFY EXACT zzz LOCATION WITH MECHANICAL CONTRACfW ::_: 21 WEATHER PROOF JUNCTION BOX AT +18” WITH 1' CONDUIT TO CIRCUIT 'L-8' FOR LIGHTING AT DUMPSTER STORAGE SHED. ELECTRICAL CONTRACTOR TO PROVIDED AND INSTALL WEATHER PROOF LIGHT SWITCH AND (1) FIXTURE TYPE 'U15. COORDINATE EXACT SWITCH AND FIXTURE LOCATION WITH OWNER'S �\ I REPRESENTATIVE. 22 (NOT USED) 23 GAS SOLENOID VALVE LOCATED ABOVE CEILING. VERIFY EXACT LOCATION IN FIELD WITH PLUMBING CONTRACTOR. P 250V-1� 3 WIRE GROUNDING TYPE RECEPTACLE, NEMA 6-20R. 24 PROVIDE 20A, LE, VERIFY CONFIGURATION WITH EQUIPMENT MANUFACTURER. it it z it it it it it z iti — KNOB FOR ELECTRIC it i it it, zCT REMOTE SENSOR CONTROL 25 ROUGH IN AND CONNECT / HEATERS. VERIFY EXACT LOCATION, ROUGH—IN AND CONNECTION REQUIREMENTS it z WITH MECHANICAL CONTRACTOR. it 26 FLUSH CEILING MOUNTED RECEPTACLE FOR CONNECTION OF WINE CABINET. COORDINATE EXACT LOCATION NTH MILLWORK INSTALLER. ;€ 27 FOR CONNECTION TO FIREPLACE IGNITOR AND SOLENOID VALVE. PROVIDE 3/4" it CONDUIT BETWEEN SWITCH AND FIREPLACE JUNCTION BOX WITH 2118 . CONDUCTORS FOR FIREPLACE CONTROL VERIFY EXACT LOCATION WITH , it z it FIREPLACE MANUFACTURER. it it i it 28 SEE SINGLE—UNE DIAGRAM FOR FEEDER SIZES. „ 29 PROVIDE SINGLE GANG JUNCTION BOX fMT BLANK COVER PLATE AND 1-1/2 r ..; CONDUIT STUBBED IMTO ACCESSIBLE tIONG SPACE IN SERVER STATION N0.1 _........................_..._ FOR FUTURE USE. FOR CONNECTION OF 'AO SMITH' WATER HEATER CONTROLS. ' 30 PROVIDE RECESSED 4" OCTAGONAL RACO #165 (OR EQUAL) JUNCTION BOX AT �! 1 ALL DEVICES SUPPLIED BY MFR FROM THESE; LOAD CENTERS SHALL BE GFCI 480AFF FOR REMOTE ANSUL PULL STATION. COORDINATE EXACT LOCATION PROTECTED AND HAVE WATER PROOF 'WHILE: SCHEDULE WITH USE" COVERS. SEE F.S.E SCWITH OWNER'S REPRESENTATIVE PRIOR TO ROUGH—IN. ROUTE 1/2' CONDUIT it -ON E-6.2 FOR ADDITIONAL INFORMATION. FROM CENTER KNOCKOUT OF PULL STATION JUNCTION BOX TO 12' ABOVE it z ti CEILING IN ACCESSIBLE LOCATION. COORDINATE WITH SYSTEM INSTALLER. 42 PROVIDE WATERPROOF "WHILE IN USE" COVERS FOR RECEPTACLES. iz it RECEPTACLES SHALL BE LISTED WHEATHER—RESISTANT TYPE PER NEC 406.8 31 FOR HARD—WIRE CONNECTION TO CONDENSATE DRAIN HEAT TRACE SYSTEM (A) 8c (B). WITH SO CORD. MOUNT NEMA J—BOX AT 9'-0" AFF. PROVIDE RAYCHEM zi zz II GARDIAN #W51-50 HEATING CABLE, TP..VSTALLED BY PLUMBING ......_..... 43 _........_.... ....... ............_.... RE�PTAE�_ES FOR .KMIET1Cf? RE}-WA}1BR...SYSTEMS; (IF..f2E13'._ D.}. . _ .................._............ ..._..........................COttTRACTOR..PEf�. MANUFACTURER'S...S�JIATIONS. zi it it 32 SEE SHEET E-4.1 FOR ADDITIONAL RECEPTACLES AT BAR CASEWORK FOR PUCK LIGHTING. zz it it it it it 33 PROVIDE A 4" X 4' J—BOX FOR 24 VOLT CONNECTIONS TO CONTROL MODULE ti it zz 0 BOXES FOR FAUCET VALVES. COORDINATE,EXACT ROUGH IN LOCATIONS AND cm T,__INSTALLER...RRI � 0 ROUGH IN. INCLUDE : ............I——..............................___,,,_____.._..................___.._...........,,,.,_,_„____,____ ........._,_...._...._..........._,.._,_......_________._,........____________...........,,,..,.._,..............._________._.._....._..__,_.HEIGHTS__WLTH____EQUIPI , CONNECTIONS OF CONTROL CABLES (PROVIDED BY SLOAN) TO SENSOR AND VALVES. 34 FOR CONNECTION TO WATER HEATER RE—CIRCULATING PUMP TO BE CONTROLLED BY RELAY AT CPI PANEL SEE NOTE #9 ON 1—UNE DIAGRAM E-3.1 FOR ADDITIONAL INFORMATION. 35 J—BOX FOR FUTURE INSTA—HOT CONNECTION. NOTES. • 936 PROVIDE A 10C.O. TO PANEL Mr . 1. ALL CONDUITS WITHIN "HIGH CEILING" AREAS SHALL BE CONCEALED. EXPOSED CONDUITS WILL NOT BE ACCEPTED. 37 TRANSFORMER TO BE (2) SLOANL-154 (50VA-120 VOLT PRIMARY/24VAC 2. ALL OUTLET COVERS SHALL MATCH THE COLOR OP THE ADJACENT SURFACE IN SECONDARY) MOUNTED ABOVE CEILING WITHIN A JUNCTION BOX AND ALL PUBLIC AREAS. ACCESSIBLE FROM RESTROOM ACCESS PANEL VERIFY EXACT LOCATION OF TRANSFORMER WITH ARCHITECT. 3. CONTRACTOR SHALL RUN CONDUIT UNDER WHERE ;POSSIBLE. PROVIDE MINIMUM #12 zzz GROUND. - I _,_ .._........................... ..... 38 PROIADE .FOR CO�FT1�Ek WIRt1ROId SENSORS TO CPI PANEL SEE 1/2"Cf1 \ 4. MAXIMUM NUMBER PER NEC IS FOUR 90'. HOWEVER CONTRACTOR TO :BENDS MINIMIZE BENDS AND AVOID FLUSH WALL OUTLETS FOR PULLING. 39 PROVIDE A W.P. J -BOX AND A 120 VOLT CONNECTION FOR HEAT TRACE CABLE AT 5. ALL RECEPTACLES IN BAR TO BE MOUNTED AS HI1H AS POSSIBLE IN BAR DYE SERVICE YARD DRAIN. PROVIDE AND INSTALL RAYCHEM WINTERGARD WET SYSTEM BELOW BAR TOP. MOUNT RECEPTACLES IN BAR HQRIZONTALLY. z SELF-REGULATING DEICING HEATING CABLE. INSTALL PER MANUFACTURER'S fa. ALL LOW VOLTAGE FLEX CONDUIT; AND JUNCTION BOXES ON THE SPECIFICATIONS. INCLUDE ALL NECESSARY POWER KITS, END SEAL KITS AND ANY ,TRANSFORMERS, EXTERIOR OF THE BUILDING ARE TO BE PAINTED TO MATCH THE AREA THEY ARE REQUIRED SPLICE OR TEE KITS AND ALL OTHER ACCESSORIES AS NECESSARY TO ATTACHED T0. PROVIDE A COMPLETE AND OPERABLE SYSTEM. LLI 0 N cm ARCHITECTS PROJECT Job # 12051 CONTRACTOR SI -4A[-::- VER F" AI_(. CONDITIONS AND 67:MENSIONS Al SITE AND NOTIFY THE ARC HII :CIS/F"dvNFFRS O ANY DIMENS ONAL ERRORS: G'a!ISSIO.NS OR DISCREPANCIES 'EFGRE BEGINNING OR ABRICA f Ni; ANY �4'ORK DG NOT SCALE T I' LRA'WlNGS kv G �Jy!� =-Z;N o n. sem E Issue Date: 5-21-12 REVISION 0 8-17-12 0 A 0 Restaurant #: XXXX OLV EN P76L-WD UPDATED THRUA HSKP 2010.1 DD2-04-2012 Q 10206 N. MICHIGAN RD. CARMEL, INDIANA Drawing POWER & SIGNAL FLOOR PLAN E4.2 vi N 0 N cD r� 0 rn 3 C v a C O v U .0 E O U I 0 I I I Li I rS- L0 a I 0 00v U N N O I L0 r - W 0 0 ry I 0 0 i N I 0 CD LL J I w s C v E 01 T a) v U) v 1 NOTES: 1. ALL CONDUITS WITHIN "HIGH CEILING" AREAS SHALL BE CONCEALED. EXPOSED CONDUITS WILL NOT BE ACCEPTED. 2. ALL OUTLET COVERS SHALL MATCH THE COLOR OF THE ADJACENT SURFACE 3. CONTRACTOR SHALL RUN CONDUIT UNDERGROUND WHERE POSSIBLE. PROVIDE MINIMUM #12 GROUND. 4. MAXIMUM NUMBER BENDS PER NEC IS FOUR 90', HOWEVER CONTRACTOR TO MINIMIZE BENDS AND AVOID FLUSH WALL OUTLETS FOR PUWNG. 5. ALL NCR CABLE TO BE CAT5 PROVIDED BY NCR TO VENDOR'S INSTALLER. 6. ALL DEDICATED ISOLATED GROUND RECEPTACLES TO BE WHITE OUTLETS WITH ORANGE TRIANGLE NOTATION. NO ORANGE OUTLETS IN PUBLIC AREAS. 7. ALL KITCHEN AND BAR PRINTERS, POS TERMINALS AND POS/BOS LINES HOMERUN TO NCR PATCH PANEL IN POS/TELEPHONE ROOM 123. B. ALL CONDUITS TO BE INSTALLED WITH PULL ROPE FOR NCR WIRE/CABLING. 9. ALL POS OR I -SITE DATA LINES LOCATED IN AN AREA WITH HARD CEILING SHALL HAVE THE CONDUITS EXTENDED TO ACCESSIBLE AREA OF LAY -IN CEILING IN KITCHEN. 10. WIFI COVER IS TO BE PAINTED TO MATCH ADJACENT SURFACE SHEET GENERAL NOTES: 1. SECURITY SYSTEM AND FIRE ALARM SYSTEM DEVICES INCLUDING CONTROL PANELS ARE TO BE SUPPLIED BY OWNER. ELECTRICAL CONTRACTOR TO PROVIDE TWO -GANG FLUSH OUTLET BOX AND 3/4' C.O. WITH PULLWIRE TO ACCESSIBLE CEILING SPACE FOR EACH DEVICE. WIRING BY MANUFACTURER. 2. ELECTRICAL CONTRACTOR TO PROVIDE 120 VOLT POWER TO SECURITY AND FIRE ALARM PANELS AS SHOWN. 3. FIRE ALARM SYSTEM: COORDINATE EXACT LOCATION AND TYPE OF DEVICE WITH ADT SYSTEMS AND OWNER. 4. ALL CONDUIT STUB -OUTS FOR ADT SYSTEM SHALL BE MINIMUM 3/4" C.O. WITH PULLWIRE AND TERMINATE IN ACCESSIBLE CEILING SPACE 5. SECURITY SYSTEM: COORDINATE EXACT LOCATION AND TYPE OF DEVICE WITH: JIM BOND ADT SECURITY SYSTEMS, INC. 5471 WATERS AVE. TAMPA, FLORIDA 33684 (727) 520-4404 PHONE pond6adtcom 6. SECURITY/FIRE ALARM CONTRACTOR TO MAKE SHOP DRAWING SUBMITTAL TO CITY FOR APPROVALS. 7. SEE SHEET FA1.1 THRU FA1.6, FA2.1, FASA FOR FIRE & BURGLAR ALARM DEVICE LOCATIONS do ADDITIONAL CONTRACTOR REQUIREMENTS. SHEET KEYNOTES: ®1 POS SYSTEM GROUND BAR TO BE FURNISHED BY OWNER. INSTALLATION BY ELECTRICAL CONTRACTOR. MNCR PATCH PANEL PROVIDE S.S. COVER TO PROTECT CONNECTIONS. PANEL SHALL BE 10 \0 P S 5 R_._ 1. , �" 3 OS -7.9 POS 2zt z� z lull COMMUNICATION INFORMATION FOR DARDEN RESTAURANTS PHONE LINE USE LOCATION OF OUTLETS OFFICE VOICE PHONE KITCHEN TO GO 1 - DESK MTD 1 - WALL MTD 1 - DESK MTD FAX - OFFICE 1 FAX - TAKE OUT 1 ADT 3 P.O.S. (OFFICE) 1 B.O.S. (OFFICE) 1 GIFT CARDS (OFFICE) 1 TOTAL # OF OUTLETS 11 ADEQUATELY VENTED. SEE DETAIL 6 THIS SHEET. ®3 DMX MUSIC CABINET. PROVIDE S.S. COVER TO PROTECT CONNECTIONS. PANEL SHALL BE ADEQUATELY VENTED. SEE DETAIL 4 THIS SHEET. ®4 ELECTRICAL CONTRACTOR TO PROVIDE A 3/4' CONDUIT STUB FROM THE TOP OF SECTION 1 IN THE "CPI' PANEL TO THE CEILING SPACE TO ALLOW DRI VENDOR TO MAKE PHONE LINE CONNECTION BETWEEN GIFT CARD CONNECTION IN MANAGER'S OFFICE AND THE PRE-INSTALLED PHONE OUTLET IN SECTION 1 OF THE "CPI' PANEL ®5 INSTALL A SURFACE MOUNTED JUNCTION BOX ON CEILING INSIDE COOLER AND FREEZER WITH A 1/2- CONDUIT STUBBED OUT TO 12' ABOVE ACCESSIBLE CEILING FOR SPEAKER. COORDINATE EXACT LOCATION WITH OLIVE GARDEN FIELD REPRESENTATIVE. (TYPICAL). L6 PROVIDE SINGLE GANG OUTLET BOX AT +96' AFF do 1/2 -CO STUBBED INTO ACCESSIBLE CEILING SPACE FOR OWNER SUPPLIED TELEPHONE BELL ®7 PROVIDE FLUSH OUTLET BOX FOR MICROPHONE IN CHEF's TABLE. VERIFY LOCATION. ®8 PROVIDE 1° CO RUN TO STORAGE SHED AT DUMPSTER, STUB -UP 3'AFF AND CAP FOR FUTURE USE. ®9 (2) 3/4' CO WITH PULL ROPE TO ACCESSIBLE CEILING SPACE OVER KITCHEN FOR FUTURE IMPLEMENTATION OF ELECTRONIC SEATING CHART k TABLE TRACKING SYSTEM & CAR SIDE MONITORING SYSTEM. 10 VERIFY ARRANGEMENT WITH CPM. 11 PROVIDE ISOLATED GROUND RECEPTACLE MOUNTED HORIZONTALLY, VERIFY EXACT LOCATIONS AND HEIGHTS WITH SHEET A-7.3. 12 OUTLET FOR FAX MACHINE. MOUNT ABOVE DESK. 13 PROVIDE (1) RJ11C OUTLET FOR FAX MACHINE PER OFFICE ELEVATIONS. MOUNT ABOVE DESK. 14 VERIFY EXACT LOCATION AND MOUNTING HEIGHT WITH ELEVATION DETAILS ON ARCHITECTURAL DRAWINGS FOR ALL DEVICES IN THE OFFICE. 15 INSTALL FIRE ALARM PANEL PROVIDED BY OWNER FOR SUPERVISION OF NEW ALARM DEVICES REQUIRED BY CODE 16 MOUNT TELEPHONE OUTLET & RECEPTACLE OUTLETS. VERIFY EXACT LOCATION -NOTE 14. 17 PROVIDE 4° x 4° BACK BOX WITH 4 DATA OUTLET FLUSH COVER PLATE. VERIFY EXACT -NOTE 14. LOCATION jj(V:ERIFY /4'C - 1 #6 AWG CU TO 'MDP" SERVICE GROUND. FOR CAR SIDE TO GO MONITOR W/ 3/4"C STUBBED TO ABOVE ACCESSIBLE CEILING LOCATION W/ OWNER'S CPM). 20 GENERAL CONTRACTOR IS TO WATCH HIS / OUR VENDORS CLOSELY TO COORDINATE THE MULTI -DISCIPLINE INSTALLATION OF THEIR EQUIPMENT IN THE POS / TELEPHONE ROOM. ALL ITEMS ARE TO BE INSTALLED NEAT, ORDERLY AND AS TIGHTLY AND ORGANIZED AS POSSIBLE TO ALLOW ADEQUATE SPACE FOR EVERYTHING GOING INTO SPACE. 21 1 1/4! C.O. TO ROOF. STUB AND CAP FOR FUTURE SATELLITE TV. 22 ROUTE THROUGH CHASE IN MILLWORK. COORDINATE WITH MILLWORK CONTRACTOR. 23 PROVIDE ROUGH -IN AT FOOD SERVICE EQUIPMENT SHELF FOR MPS MONITOR. BOXES TO BE "TOMB STONE' TYPE MOUNTED ON SHELF. COORDINATE EXACT LOCATION AND ROUGH -IN DETAILS WITH FOOD SERVICE EQUIPMENT DRAWINGS. TELE. BACKBOARD HINGED SIDE � 24 PROVIDE ROUGH -IN AT CEILING JUST IN FRONT OF HOOD FOR POLE MOUNTED MPS MONITOR. COORDINATE EXACT LOCATION AND ROUGH -IN DETAILS WITH FOOD SERVICE EQUIPMENT DRAWINGS. I II 25 ENSURE OUTLETS FOR FAX ARE HIGH ENOUGH TO CLEAR THE UP ON THE BACK OF THE I ® I II SS COVERSHELF. COORDINATE WITH MILLWORK CONTRACTOR. TELE. i 26 MOUNT POWER AND VIDEO OUTLET FOR TV AT 80" AFF TO BOTTOM OF BOX. RECEPTACLE EQUIP. II TO BE 12' FROM SIDE WALL I I II 27 ENSURE OUTLETS DO NOT INTERFERE WITH COUNTER SPLASH. I II I I I 28 PROVIDE A PVC CONDUIT AND W.P. J -BOX TO 'HOLD-UP' BUTTON (PROVIDED BY ADT) AT I I II 18" A.F.F. ROUTE CONDUIT BACK TO ADT ALARM PANEL IN OFFICE I L------00 �I PROVIDE A 2 -GANG J -BOX FOR DMX VOLUME CONTROLS WITH 3/4-C.O. STUBBED TO ACCESSIBLE CEILING SPACE ABOVE KITCHEN. I I II 30 3/4' CONDUIT STUBBED TO ACESSIBLE CEILING SPACE ABOVE KITCHEN. I I NCR I I ®I PATCH II 31 ADT TO EXTEND CONDUIT AND WIRE AS REQUIRED TO DUCT SMOKE DETECTORS - SEE I I PANEL II ROOF PLAN. M ( I II FINISHED FLOOR 32 J -BOX FOR CAR SIDE TO GO CAMERA W/ 3/4'C STUBBED TO ABOVE ACCESSIBLE CEILING I I I (VERIFY LOCATION W/ OWNERS CPM). HINGED SIDE 13 12 3 18 POS/TELEPHONE RM. DETAIL 7777----��. _-, �... ...._..._._......... _ _ SCALE NONE SIDE Jr' WALL 6"T " I 61#T 6"-t � o 0 DATA POWER PHONE 5 in , SHELF COUNTER I REFER TO ARCHITECTURAL PLANS FOR COUNTER HEIGHT 1 FINISH FLOOR 5_-� ABOVE COUNTER DEVICE DETAIL POS COMMUNICATION PLAN SCALE: l/4° = 1'-0' SIDE WALL - REFER TO ARCHITECTURAL PLANS FOR COUNTER DETAIL MIRRORED HEIGHT FOR POS #1 do #4 ABOVE COUNTER DEVICE DETAIL PC" 6# rUVlla t %in auwn 11-11 HEIGHT BELOW COUNTER DEVICE DETAIL Powz a & " ................ ZZ -_, (TYP, 3 PLACES) `--R-17 OFFICE POS AND COMMUNICATION PLAN SCALE: 1/2' = 1'-0' 14 0. R 1 6 s r Ge.r.. .�ZlicS z 04 N Nv ARCHITECTS PROJECT Job # 12051 CONTRACTOR SHALL. VER ItY ALT.. CONDI f10NS AND DI'v'ENSICVS AT TIF. ,Ot, SITE AND NCTIEY TIE. ARC HITtC I-S/ENGINEERS Ct ANY D1P ENSIONAL ERRORS: O'11SS1CNS OR DISCRE"'ANC ES EMR. BEC1NPiINC OR AB tCATING ANY ''WORK DO NOT SCALE TIE DRA'W1NCS d NN s s r Ge.r.. .�ZlicS z tQ'' b � • 3 �7ry� Issue Date: 5-21-12 REVISION 02 8-17-12 A Resta u rant #: XXXX OL V EN P76L-WD UPDATED THRUA HSKP 2010.1 DD2-04-2012 0 10206 N . MICHIGAN RD. CARMEL, INDIANA Drawing P.O.S. COMMUNICATION PLAN E4.3 a C]� N 0 N D 3 c ❑ a I L a 3 c EL I c c ch 'le I I I _01 , I 11 � II II L-6 I I --R-12 R- 6 ROUTE CONDUIT SECURED TO UNDERSIDE OF ROOF STRUCTURE FOR MINIMUM VISIBILITY. KA -29/31/33 Ei M-7/9/11 #10 -IN-14/16/18 ®9 L-6 SHEET KEYNOTES: �1 ALL ELECTRICAL EQUIPMENT AND DEVICES INSTALLED ON ROOF TO BE WEATHER PROOF. ®2 ROUTE ALL CONDUITS ON UNDERSIDE OF ROOF AND STUB -UP AT EQUIPMENT LOCATIONS. NO ROOF MOUNTED CONDUIT IS TO BE INSTALLED. ®3 SEE MECHANICAL EQUIPMENT SCHEDULE ON SHEET E-3.1 FOR DISCONNECT SWITCH AND WIRE SIZES. ®4 GFI RECEPTACLE PROVIDED WITH AC UNIT. ELECTRICAL CONTRACTOR TO PROVIDE BRANCH CIRCUIT CONNECTION. ®5 HVAC DUCT MOUNTED SMOKE DETECTOR PROVIDED BY TRANS, INSTALLED BY MECHANICAL CONTRACTOR IN APPROPRIATE LOCATION OF SUPPLY AND/OR RETURN DUCT. ADT TO PROVIDE ELECTRICAL POWER, CONDUIT AND WIRING. L6J MAIN DISTRIBUTION PANEL "MDP" AND PANELS -M- & "R" LOCATED IN KITCHEN BELOW. ®7 1"C WITH CONTROL CONDUCTORS TO ICE MACHINE BELOW. REFER TO SHEET E-4.2 FOR EXACT LOCATION. COORDINATE CONNECTION REQUIREMENTS WITH SUPPLIED EQUIPMENT. 3/4" CONDUIT WITH (7)#10 CONTROL CONDUCTORS FOR INTERCONNECTION TO COOLER AND FREEZER EVAPORATIVE COOLERS. USE RIGID STEEL CONDUIT ONLY FOR RISER TO LIGHTING FIXTURE, CONDUITS ROUTE BELOW ROOF MAY BE EMT. 10 PROVIDE PORCELAIN KEYLESS LAMPHOLDER WITH 10OW A19 LAMP. LOCATE SWITCH NEAR ACCESS DOOR. 11 FOR CONNECTION TO GUTTER AND DOWNSTOUT HEAT TRACE SYSTEM. COORDINATE EXACT LOCA11ON OF JUNCTION BOXES WITH OWNER'S REPRESENTATIVE TO MINIMIZE VISIBILITY OF JUNCTION BOXES AND MAINTAIN INTEGRITY OF GUTTER SYSTEM. PROVIDE AND INSTALL RAYCHEM WINTERGARD WET SYSTEM SELF REGULATING DE-ICING HEATING CABLE. INSTALL PER MANUFACTURER'S SPECIFICATIONS. INCLUDE ALL NECESSARY POWER KITS, END SEAL KITS AND MOUNTED ON ANY REQUIRED SPLICE OR TEE KITS AND ALL ROOF BELOW OTHER ACCESSORIES AS NECESSARY TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. 12 PROVIDE EXTENDED WHIP TO ALLOW FOR 180' OPENING OF HOOD DOORS. 3 ROUTE CIROUIT THROUGH NORMALLY OPEN CONTACT NTHIN DISHWASHER CONTROL PANEL. SEE DETAIL 1 ON E-3.1 FOR ADDITIONAL INFORMATION. MOUNT AS CLOSE TO ROOF TILE AS POSSIBLE WEATHER FLASHING 6- MAX. 3/4- CONDUIT ROUTED UNDER ROOF WITHIN BUILDING. EXPOSED CONDUIT TO BE KEPT TO A MINIMUM MOUNT J -BOX OR CONDULET BELOW ROOF EAVE OVERHANG AND PAINT TO MATCH STAIN ON ROOF EAVE. FLOOD LIGHT MOUNTING DETAIL SC",lE: NONE 7F o� N ocn ARCHITECTS PROJECT Job # 12051 CONTRACTOR SHALL VER'_y AI COM u1TTONS AND D V.,ENSfONS Al T{F. JO ST AN; NOTIFY T{r:. ARCH1IE" TS;/ENGINEFRS O 'Nv D11MENSIONK ERRORS. OM.1SS10NS OR DISCREP�.ANCIES BEFORE BEGINNING OR FABRICA(1NC ANY WORK )O NOT S- AI.E THE DRA''WlNGT H . Q Q H U) W Z Q J H Issue Date: 5-21-12 REVISION 0 A2 8-17-12 A A 0 A 0 Restaurant #: XXXX 0 ARDEN P76L-WD UPDATED THRUA HSKP 2010.1 DD2-04-2012 Q Cjlq02066 N. MICHIGAN RD. CARMEL, INDIANA Drawing ROOF POWER PLAN E5el V V MOUNT AS CLOSE TO ROOF TILE AS POSSIBLE WEATHER FLASHING 6- MAX. 3/4- CONDUIT ROUTED UNDER ROOF WITHIN BUILDING. EXPOSED CONDUIT TO BE KEPT TO A MINIMUM MOUNT J -BOX OR CONDULET BELOW ROOF EAVE OVERHANG AND PAINT TO MATCH STAIN ON ROOF EAVE. FLOOD LIGHT MOUNTING DETAIL SC",lE: NONE 7F o� N ocn ARCHITECTS PROJECT Job # 12051 CONTRACTOR SHALL VER'_y AI COM u1TTONS AND D V.,ENSfONS Al T{F. JO ST AN; NOTIFY T{r:. ARCH1IE" TS;/ENGINEFRS O 'Nv D11MENSIONK ERRORS. OM.1SS10NS OR DISCREP�.ANCIES BEFORE BEGINNING OR FABRICA(1NC ANY WORK )O NOT S- AI.E THE DRA''WlNGT H . Q Q H U) W Z Q J H Issue Date: 5-21-12 REVISION 0 A2 8-17-12 A A 0 A 0 Restaurant #: XXXX 0 ARDEN P76L-WD UPDATED THRUA HSKP 2010.1 DD2-04-2012 Q Cjlq02066 N. MICHIGAN RD. CARMEL, INDIANA Drawing ROOF POWER PLAN E5el 0 N r 11-1 C'4 0 J I W t c 0 E L W 0 i a v c MOUNTING SURFACE PANEL „L„ MAIN MLO PANEL SCHEDULE NOTES. DIMMER MODULE SCHEDULE 120 208 VOLTS 3 PHASE 4 WIRE A.I.C. RATING 65/1Ok (D@ BUS 225A OA PROVIDE G.F.I. TYPE CIRCUIT BREAKER. DESCRIPTION VOLT AMPSVOLT AMPS DESCRIPTION C_D U v Y v v Y v c� c_D OB PROVIDE PAD LOCK "LOCK -OFF" HASP ON CIRCUIT BREAKER. CIRCUIT CIRCUIT FIXTURE FIXTURE POWER MODULE 0 A 0 B 0 c J� cn mftm � J 0 A 0 13 0 c MODULE TYPE CIRCUIT NO. ROOM LOAD TYPE QUANITY LOAD OC PROVIDE ELECTRICALLY HELD MULTI -POLE LIGHTING CONTACTOR WITH 120V COIL (CONTACTOR -Cl "-SIGNS)(PARAGON OR BREAKER DESCRIPTION TYPE LOAD FACTOR LOAD DIMMER MODULE #1 293) 29 9'120/1 1 2 120/1 128 1288 EXTERIOR LTS - LANDSCAPE OD EQUAL BY TORK) AND 20A RATED CONTACTS, PHOTOCELL FOR "ON" AND 7 -DAY ELECTRONIC PROGRAMMABLE 1 1 1.0 63 DIMMER MODULE #2 247 23 2 2011 3 4 120/1 2 360 EXTERIOR RECEPTACLE O TIMECLOCK(CPI CONTROLLER) WITH MANUAL BYPASS FOR "OFF" OPERATION. LOCATE PHOTOCELL ON ROOF AND ORIENT TO DH -1 LOBBY TRACK LIGHTS M LED 9 7 DIMMER MODULE #3 204 17 3' 20/1 5 6 20/1 14 840 ROOF LIGHTING THE NORTH SKY. LED 1 48 1.0 48 DIMMER MODULE #4 277 20 2011 7 8 20/1 1 93 TRASH AREA/SHED LIGHTS DH -2 LOBBY/ ENTRY CHANDELIER D DIMMER MODULE #5 267 25 20 1 9 10 20 1 4 316 EXTERIOR LTS-BACK DOORS o Op PROVIDE ELECTRICALLY HELD MULTI -POLE LIGHTING CONTACTOR WITH 120V COIL (CONTACTOR "C2"-BLDG)(PARAGON OR 2 3 1.0 6 DIMMER MODULE #6 254 21 2 20 1 11 12 20/1 8 532 EXTERIOR LTS - ENRTY D EQUAL BY TORK) AND 20A RATED CONTACTS, PHOTOCELL FOR "ON" AND 7 -DAY PROGRAMMABLE 11MECLOCK (CPI LOBBY/ ENTRY SCONCES A LED DIMMER MODULE #7 384 21 20 1 13 14 20 1 1 2 1200 MONUMENT SIGN DH -3 R VEST AISLE J2 LED 10 7 0.833 84 DIMMER MODULE #a 253 34 120/1 15 16 20/1 - 1200 ----- c CONTROLLER) WITH MANUAL BY-PASS FOR 'OFF" OPERATION. - WALKWAY R BOTTLE LIGHTING RECEPTS. 360 2 20/1, 17 18 20/1 2 1200 ENTRY BUILDING SIGN -4 SERVER ST 1 DOWNLIGHTS J2 LED 11 7 0.833 92.4 293.4 D LOT LIGHTS 563 3 20 19 20 20/1 1 1200 I I c O PROVIDE ELECTRICALLY HELD, MULTI -POLE CONTACTOR WITH 120 VOLT COIL (CONTACTOR "C4" WATER HEATER 4A DH D - 563 3 2 21 22 20 1 1 1200 CAR SIDE SIGN c CIRC -PUMP) BY PARAGON OR EQUAL BY TORK AND 20A RATED CONTACTS. PHOTOCELL FOR "ON AND TIMECLOCK FOR 2 2 DH -5 FAMILY RM CHANDELIER D LED 1 48 1.0 48 D LOT LIGHTS 750 4 20 23 24 20 1 1 1200 IL c "OFF" OPERATION D ----- 750 4 2 25 26 20/1 3 300 GOOSENECK LAMP FIXTURE c -6 FAMILY RM SCONCES B LED 4 6 1.0 24 D LOT LIGHTS 1072 6 20 27 28 20 1 6 1080 TASK -LIGHT RECEPTACLES OG PROVIDE ELECTRICALLY HELD, MULTI -POLE LIGHTING CONTACTOR WITH 120 VOLT COIL (CONTACTOR "C3" -BACK DOOR) BY DH D - 1072 6 2 29130120/1 12 500 OCCUPANCY SENSORS PARAGON OR EQUAL BY TORK AND 20A RATED CONTACTS. PHOTOCELL FOR "ON" AND PHOTOCELL FOR "OFF" OPERATION. DH -7 DINING RM 1 WALL ACCENTS M1 LED 12 7 1.0 84 MILLWORK LTS, DINING RM #2 500 1 2011. 31 32120/ 4 750 LOT LIGHTS D MILLWORK LTS, DINING RM 2 500 1 20/1 33 34 2 4 750 ----- 8 O THERE SHALL BE A UL SERIES RATING BETWEEN CIRCUIT BREAKERS IN DISTRIBUTION PANEL "MDP" AND ALL CIRCUIT FAMILY RM WALL ACCENTS M LED 2 7 1.0 14 # MILLWORK LTS, DINING RM #3 500 1 20 1 35 36120/1 1 500 SPARE BREAKERS IN PANELS "KA", "KB", "M", "L", "R", AND "POS" INCLUDING MOTOR LOAD CONTRIBUTION AT SERVICE DINING RM 1 NICHE LIGHTS Z MAG 2 25 1.0 60 S.S. #1 CABINET LIGHTS & BAR 3601 2 2011 37 38 20/1 1 5001 SPARE ENTRANCE EQUIPMENT "SEE". SEE SHEET E-3.1 SINGLE -LINE DIAGRAM NOTES FOR DETAILED INSTRUCTIONS. 8 KITCHEN LIGHTING 11140 18 20/1 39 40 20/1 1 _[_5 500 SPARE 4A DH -8 REAR SERVICE ENT DOWNLIGHTS J2 LED 2 7 0.833 16.8 246.8 D KITCHEN LIGHTING 20/11 41 42 20 1 1 5 1500 PUCK LTG. SYSTEM " " " " " " " " " " OJ PROVIDE SERIES RATING LABEL PER NEC 110-22 FOR PANELS KA , KB , M , L , R , POS AND TWO LOAD CEN VA f 0 A- 8,458 0 B= 9,448 0 C= 10,565 LABEL TO RATED "CAUTION - SERIES RATED AT 42,940A AVAILABLE. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED". 3 3 DH -9 DINING RM 1 TABLE SPOTS J2 LED 10 7 0.833 84 TOTAL VA = 28,471 + LCL = 33,367 VA AMPS = 92.6 LCL= 19,583 x 25%= 4,896 VA HIGH PH. VA = 9,448 VA HIGH PH. AMPS= 78.7 HIGH PH.LCL= 0 VA DH -10 BAR DINING TABLE SPOTS J2 LED 2 7 0.833 16.8 4A DH -11 DINING RM 2 CHANDE=LIER D1 LED 3 24 0.833 86.4 DH -12 VESTIBULE AISLE J2 LED 2 7 0.833 16.8 204 4 4 DH -13 DINING RM 2 TABLE PENDANT H LED 7 24 1.0 168 DH -14 - 1.0 0 4A DH -15 DINING RM 3 TABLE SPOTS J2 LED 13 7 0.833 109 DH -16 - 1.0 0 277 5 5 DH -17 DINING RM 1 TABLE PENDANT H LED 5 24 1.0 120 MOUNTING SURFACE PANEL R MAIN MLO DH -18 DINING RM 3 TRACK LIGHTS M1 LED 7 7 1.0 49 120 208 VOLTS 3 PHASE 4 WIRE A.I.C. RATING : 65/10k OHO BUS 225A DINING RM 3 TRACK LIGHTS M LED 8 7 1.0 56 DESCRIPTION VOLT AMPS VOLT AMPS DESCRIPTION 4A DH -19 BACK BAR DOWNLIGHTS J2 LED 3 7 0.833 25.2 " " U Y Y O A PJB O C _j Qf� m U c) m � 0 0 A O B 0 C DH -20 DINING RM 2 TABLE SPOTS J2 LED 2 7 0.833 16.8 267 WAITING AREA TABLE LAMPS 180 1 20/11 1 2 20/11 6 1080 ROOF RECEPTACLES DH -21 BAR DINING TABLE PENDANT C LED 5 8 1 � 40 DINING RECEPTACLES 720 4 20/11 3 4 20/1112 720 DUCT DETECTORS/PNL (BY ADT) 6 6 HOSTESS STAND RECEPT 360 2 20/11 5 6 20/11 3 672 HEAT TRACE HEAT TRACE DH -22 DINING RM 2 CHANDELIER H LED 6 24 1.0 144 DIMMING SYSTEM T PROCESSOR ACLE 180 500 1 1 20 , 9 10 20 1 3 714 702 HEAT TRACE 4A DH -23 BAR LOUNGE WALL ACCENTS M1 LED 7 7 1.0 49 EMPLOYEE ROOM T.V. RECEPT 1 360 2 120/11 11 1 12 20/1 2 324 HEAT TRACE EMPLOYEE RM CONY. RECEPT 180 1 1 120/11 13 114 20/1 1 3601 MECH. ROOM RECEPTACLE BAR LOUNGE TRACK LIGHTS M LED 3 7 1.0 21 SOFTNER SYSTEM 5001 1 120/11 15 1 16 20/1. 1 loco SPARE FIRE/SECURITY SYSTEMS 500 2 120/11 17 1 18 20/1 1 1000 SPARE DH -24 SPARE 1.0 0 254 OFFICE RECEPTACLES 540 3 20/1 19 20 20/1 1 1000 SPARE BACKBOARD RECEPTACLE 360 2 20/11 21 22 20/1 1 11 1000 1 SPARE 7 7 D - 5 DIN NG RM 3 A L P N A T LED 3 24 1.0 72 SPARE 20/1123 24 20/1 1 1000 SPARE A�nS(SLOAN SENSOR TRANSFORMER 100 3 20/1. 25 26 20/1--1 1000 SPARE DH -26 SPARE 42 FIRE PLACE JUNCTION BOX 1800 1 20 1 27 28 20/1 1 500 SPARE 4A DH -27 BAR CABINET LED UPLIGHTS LED ELECTRONIC 1 100 1.0 100 O CONDENSATE DRAIN HEAT TRACE 400 1 20/1 2 30 20 1 1 500 IRRIGATION TIMER A TRASH AREA DRAIN HEAT TCL. 400 1 20 1 311 OF 32 20/1 2 360 MECH. ROOM RECEPTACLE DH -28 DINING RM 2 WALL ACCENTS M1 LED 16 7 1.0 112 326 SLOAN SENSOR TRANSFORMER 100 2 20/1 33 34 20/1 2 360 MECH. ROOM RECEPTACLE SPARE 120/1 35 36 20/1 2 360 MECH. ROOM RECEPTACLE SPARE t2O 37 38 20/1 1 360 MECH. ROOM RECEPTACLE 8 8 DH -29 WOMEN'S RESTROOM DOWNLIGHTS J2 LED 1 7 0.833 84 DELIVERY DOOR BELL / CHIME 600 39 40 20/1 1 500 IRRIGATION - RPZ DEVICE DH -30 MEN/ WOMEN'S RR SCONCES A LED 3 3 1.0 9 FLY TRAP RECEPTACLES 360 2 411 142 F20/1 - SPARE VA 0 A= 6,454 0 B= 9,282 0 C= 5,836 4A DH -31 DINING RM 2 TABLE SPOTS M LED 12 7 1.0 84 TOTAL VA = 15,416 + LCL = 15,836 VA AMPS = 43.9 LCL= 1680 x 25%= 420 VA HIGH PH. VA = 9,282 VA HIGH PH. AMPS = 77.4 HIGH PH.LCL= 180 VA DH -32 MEN'S RESTROOM DOWNLIGHTS J2 LED 9 7 0.833 75.6 252.6 ALL DIMMING LOADS TO HAVE DEDICATED NEUTRALS. NO SHARED NEUTRALS. E.C. TO REVIEW THE CPI SHOP DRAWINGS PRIOR TO CONDUIT OR WIRES. INSTALLING MOUNTING SURFACE 120 208 VOLTS MOUNTING SURFACE 120 208 VOLTS 3 PHASE 3 PHASE PANEL M 11 4 WIRE A.I.C. RATING 65/22k OO MAIN BUS MLO 400A VOLT AMPS O A 0 13 DESCRIPTION VOLT AMPSY A 0 B 0 C cn � m v U v v Y m C) _j � J VOLT AMPS 0 C DESCRIPTION MUA-1 / EF -1 2664 1 1 20/1 120/1 2 30 1 2 60 3 1 360 6396 POS #3 - DINING ROOM #2 AC -1 ----- 2664 3 4 - 6396 ----- 2664 3 5 6 - 6396 ----- EF-2 / EF -3 1392 B 0 C 2 20 7 8 60 3 1 1 1 1 6396 7 9 11 AC -2 ----- 1392 9 10 - 6396 ----- 1392 3 11 12 - 6396 ----- INSTA-HOT W.HEATER (FUTURE) 2400 1 1 2 1 30/1113 14 14 50 3 1 500 5124 DMX MUSIC SYSTEM AC -3 INSTA-HOT W.HEATER (FUTURE) 2400 1 30/1115 16 - 5124 ----- INSTA-HOT W.HEATER (FUTURE) 2400 1 30111 17 18 - 5124 ----- INSTA-HOT W.HEATER (FUTURE) 2400 1 30/11 19 20 6 360 2 120/1 17 SPACE SPARE 1 500 1 1 .20/1121 600 22 1 120/1 19 20 SPACE SPARE 180 20/1 500 1 20/1 23 24 2 20/1 21 22 20/1 SPACE EF -4 120/1 756 12,20/1 DRINK PRINTER 1 20/1125126 600 1 15 2 1 24 750 1 ELECTRIC HEATER EH -1 EF -5 756 1 20/1 27 28 - 750 ----- EF-6 10 10 10 840 1 20/1129 26 28 30 30 15 2 1 360 540 750 ELECTRIC HEATER EH -2 SPARE 20 1 31 32 - 750 ----- SPARE 2011 31 132 20/1 17 20 1 33 34 y MPS MONITOR RECEPT AT HOST 720 BAR PLUGSTRIP #EB203 2600 1200 UNIT HEATER UH -1 SPARE 20/1 35 36 2600 ----- UNIT HEATER UH -2 1342 20/1 1 1920 20 37 38 35 2 1200 2600 35 UNIT HEATER UH -3 --- 1342 2 39 4C 2600 ----- SPACE 660 SPARE SPARE - 41 120/1 37 38 20 1 1 1SPACE 1920 BLENDERS #1312 1 VA 0 A= 32,970 1 0 B= 32,920 39 0 C= 29,062 480 DRINK DISPENSER #E107 1 TOTAL VA = 94,952 + LM = 97,130 VA AMPS = 269.8 28,20/111 LM= 8712 x 25%= 2,178 VA TEA BREWER #E103 I BAG -IN -BOX SYSTEM #E114 SPARE VA 0 A= 3,090 29 30 0 B= LM=Lar est Motor +25% per NEC 430-24 MOUNTING SURFACE 120 208 VOLTS 3 PHASE PANEL POS 4 WIRE PANEL A.I-C. RATING 65/1Ok MAIN MLO BUS 100A DESCRIPTION VOLT AMPS O A 0 13 O C U � Y m v v C) Y m c) 0' C) _j VOLT 0 A 0 AMPS 13 DESCRIPTION O C POS #1 - SERVER STATION #2 POS #2 - SERVER ENTRY 360 360 VOLT AMPS 1 1 20/1 120/1 1 3 2 4 20/1 20 1 1 1 VOLT 180 360 OFFICE RECEPTACLE OFFICE RECEPTACLE POS #3 - DINING ROOM #2 360 1 120/1 5 6 20 1 1 B 0 C 180 OFFICE RECEPTACLE POS #4 - BAR POS #5 - SERVER STATION #1 POS #6 - SERVER STATION #1 360 360 360 1 1 1 12011 12011 12011 7 9 11 8 10 12 20 /1 20 1 20 1 1 1 1 180 180 OFFICE RECEPTACLE OFFICE RECEPTACLE 500 NCR PATCH PANEL MPS MONITOR RECEPT 360 20/1 1 1 2 12011 13 14 20 1 1 REACH -IN REFRIG #E55 500 1356 DMX MUSIC SYSTEM MPS MONITOR RECEPT 20/1 360 4 2 20/1 15 16 20/1 1 180 1 1 MPS MONITOR RECEPT 5 1 6 360 2 120/1 17 18 20/1_ 1 1 180 HOSTESS SALAD PRINTER 600 20/1 1 120/1 19 20 20/11 1 180 20/1 WATER HEATER MPS MONITOR RECEPT 20/1 360 2 20/1 21 22 20/1 1 1 120/1 180 12,20/1 DRINK PRINTER 1 600 1 120/1 23 24 20/11 1 20 13 14120/1 180 PHONE BELL RECEPTACLE SURGE SUPRESSOR - - - - - - - - - - - - - - 10 10 10 1 - -29 ;13 25 27 26 28 30 20/11 20/1 20/1 1 3 2 15 360 540 ALLEY PRINTER RECEPT. DINING ROOM RECEPTS. 360 WATER HEATER SPARE 360 BAR PLUGSTRIP #EB203 1 BAG -N -BOX E114 2011 31 132 20/1 17 18 1 SPARE MPS MONITOR RECEPT AT HOST 720 BAR PLUGSTRIP #EB203 3601 1200 20 1 33 34 20/1 20 20/1 1 1920 SPARE SPARE UTILITY RECEPTACLE #E201 1200 20/1 35 36 20/1 20/1 1 660 SPARE SPARE 900 1 120/1 37 38 20 1 1 1920 BLENDERS #1312 1 SPARE SPARE 1 20/1 20 1 39 40 20 1 480 DRINK DISPENSER #E107 1 I BAG -IN -BOX SYSTEM #E114 SPARE SPARE120/1=42 1 20/1 27 28,20/111 20 1 1800 TEA BREWER #E103 I BAG -IN -BOX SYSTEM #E114 SPARE VA 0 A= 3,090 29 30 0 B= 3,250 0 C= 3,090 960 TOTAL VA = 9,430 + LCL = 9,430 VA AMPS = 26 900 LCL= 0 x 25%= 0 VA HIGH PH. VA = 3,250 VA HIGH PH- AMPS = 27 HIGH PH -LCL= 0 VA rbb MOUNTING SURFACE PANEL 11 KB N MAIN MLO 120 208 VOLTS 3 PHASE 4 WIRE Job # A.I.C. RATING 65/10k OO BUS 225A DESCRIPTION VOLT AMPS VOLT AMPS DESCRIPTION �� m C G m� Of -J O A O B 0 C 0 A FO B 0 C UTILITY RECEPTACLE #E201 1200 1 1 20/1 1 1 2 3 0zj 1 2496 CAPUCCINO MACH. #EB24 REACH -IN REFRIG #E55 1356 1 1 20/1 3 4 Z 2 2496 - - - - ICE CREAM FREEZER #E57 600 1 1 20/1 5 1 6 20/1 SPARE SALAD REFRIG #E59 780 1 20 1 7 1 8 20/1 840 ISLAND OASIS #EB22 288 1 20/1 9 10 20/1 1 840 REFRIG. BACK BAR #EB17 SPARE PLATE CHILLER #E72 828 1 120/1 11 12,20/1 1 840 BACK BAR REFRIG. #EB5 HOT/COLD PASS-THRU #E68 1664 1 20 13 14120/1 1 840 ISLAND OASIS #EB22 1664 2 15 16 20/1 10' 360 BAR PLUGSTRIP #EB203 1 BAG -N -BOX E114 1800 1 20 1 17 18 20 1 16' 720 BAR PLUGSTRIP #EB203 1200 1 20 1 19 20 20/1 1 1920 BLENDERS #812 UTILITY RECEPTACLE #E201 1200 1 20/1 21 22 20/1 1 660 MUG FROSTIER #86 HEATED CABINET #E14 900 1 22/1 23 24 20/1 1 1920 BLENDERS #1312 1 UTILITY RECEPTACLE #E201 1200 1 20/1 25 26 20/1. 1 480 DRINK DISPENSER #E107 1 I BAG -IN -BOX SYSTEM #E114 960 1 20/1 27 28,20/111 1800 TEA BREWER #E103 I BAG -IN -BOX SYSTEM #E114 960 1 20/1 29 30 20/1 1 1920 COFFEE BREWER #E104 BAG -IN -BOX SYSTEM #E114 960 1 120/11 31 32 20/1 1 900 U1ILITY RECEPTACLE #E201 I UTILITY RECEPTACLE #E201 1200 1120/11,33. 34 2011 1 480 DRINK DISPENSER #E107 U.C. REFRIG #E112 1200 2 20/1135 36 20/1 1 1800 TEA BREWER #E103 U.C. REFRIG #E112 1200 2 20/1 37 38 20/1 1 1920 COFFEE BREWER #E104 REAR DOOR FLY FAN #E117 600 1 1 20/1 39 40 20 900 U.C. REFRIG #E102 DELIVERY DOOR FLY FAN #E118 600 1 1 20/1 41 42 20 1 1 200 HOOD CONTROLS VA 0 A= 17,600 0 B= 14,804 0 C= 14,288 TOTAL VA - 46,692 0965% = 30,350 VA AMPS = 84 LCL= 0 x 25%= 0 VA HIGH PH- VA = 17,600 0965% = 11,440 VA HIGH PH- AMPS = 95 HIGH PH.LCL= 0 VA J A LLI N �v N ARCHITECTS PROJECT Job # 12051 CONTRA: TOR SI -441- VER '� Y Al -.1_ CONN-11ONS AND D !PENSIONS Al r1F. "'Of, STT: AN; NOTTFY T -i'- ARCHIT:CTS/ENGINEERS O� AN" DIMENSIONAL ERRORS, O'1SS10NS OR DISCR PAW0 ES KFORE BEGINNING OR FABRICATING ANY A101IRK DO NOT ``CALL THE DRA'fflNGS :. QFo cc:� 9 � :e, Issue Date: 5-21-12 REVISION 2 8-17-12 A A A Restaurant #: XXXX OLLVE EN P76L-WD UPDATED THRUD HSKP 2010.1 DD2-04-2012 0 10206 N. MICHIGAN RD. CARMEL, INDIANA Drawing ELECTRICAL PANEL SCHEDULES E6. 1 a; N 0 N co N M 0 rn 3 v ori a� L U I a Cr W I 0 0 I a U U N w N I co I w I 3 J Ln I 0 00 i v v U N Ln N a i Ln a i 0 0 it a I 0 i N I v i J N I w 0 E a� rn -a a� 0 en 0 J FOOD SERVICE EQUIPMENT SCHEDULE o z 0r Ii DESCRIPTION REMARKS ELECTRICAL DATA o z _ .I �01 DESCRIPTION REMARKS ELECTRICAL DATA N ill J REMARKS 1 W* -b Cooler 12D(2) 1 2Da EA. • for door heater and Daub 1a 3 Watk4n Coder Cd sea slop doge for detah 75 1 Bar: Panto Retlowmer 20B 3 330 • lb 2 Wolk4n Coder Conprorer sea wdk4n shop dradop 2D8•ZU(:a. a • sea chap doge for detals 77 1 1 Ut Ry Table 2 1 Wdc4n Freeman 13D 1 100a . for door heater and Rob 77 3 (4 owner itgs w/gwdd OrfBee from factory 23 2 Wdt4n Freezes Cd see p fir details �� 78 2 Porta Cookers led w/Nid suppcord #pig 12D 1 58 • 2b 1 Wdt4n Frm w CoWmw �mDisci-m 11 1 2D&M 3 127d Shp • see shop doge for deta6 79 3 Food Wamss Mult4n) 12D 1 300 • 3 lot Coder Shelvig OD 2 Ibduoounter Ramprator by FSF 120(2) 1 80 EA, 4 lot Keg Rales 81 2 Hot Food Wd (Drop h) 22(4 1 130 EA• 5 lot Fraemi S WAV 82 1 Drop4rn Cold Pm by Custam S/S Fdolostar 6 1 Moble Dish Daly 83 2 Countertop Cold Pan by Qistam SS Fabricator • 7 lot Corner Guards byCustam SS Fdtricator 84 2 amewneRer ZBM 1 Zia • 8 - Open Number 15 1 Saab Counter by Cntam SIS Fabricator 80 - open Number 85 1 ibdww" Reilgwwtor by Custam 0 Fabrkxttor Im(4 1 1.% 9 1 Wal Maunt Vegetable Cutter analwaes 87 1 Bawl Warmer 12D 1 17.50 • 10 10 Moble Par Rada (by andwawe) ® i 016118 Canter by Ontom SA Fdwk etar 1m n 3 ZM 11 - open Number 81 2 Maris Soup Warmer (4 208 1 eau • 12 - Open Number la 3 Dud Hent Lamps (1.72',1.Or. 1.66') 218(2) 1 200 U • 13 Lot Dry Staroge Shelvig lava 1 Dud Not Lamp (4') *04001t 20B 1 5o • 14 2 Heated Holdhg Wiest 12D 1 7.50 • w 1 Plate Warmer 120 1 2Do 15 1 Work Td>le w/(4 Hand Skits byDAtmn SSS NvIostar rsqutes 4 sob of water bee a 1 Mable Soak Sink 150 1 Orwshdf w/Pot Rads lB 1 Roar Trough r{/Arote by Custom S/5 Fdwk tar 16 1 Map Shk &Faucet byG.t 94 1 Soled Dblubdb w/Pne-Rtae Shk and Hand Sidt by Custom SA Fabricator 17 1 Safe Sib 1 PreAk Assembly 18 - Open Number ler - Open Number 19 4 hgredlo t ohs 930 - Open Number 2D Lot Exhaust Hoode sea meth dogs for detail 120(4) 1 2m EA. • 93 1 DYnaehine with OUR In Booster (SINGLE PONT HEMIlCAl00101MM) Tank Heat ZB 3 51a and 121a • 2 3 Mode Cori Rocks (Half -She) 22 1 Tanto Sher 91 1 Pont Leg Duct by Custom SCIS Fabricator Fan supled by Copthie-Mro (comer) Walled by G.C. 23 lot Omnom St. Sti. Wd Gaddhg by Custan S)S FObriodor 91 1 Goan DWdatis by Ontom S/5 Fabricator nbot c hff mft sopplied fa ver 24 lot Map Sink Wal {gadding byCuetan SIS Fduri otor 9!b 1 Bat Shdf. by Cuetan SCIS Fd wieata mounff CLU to deck of lower 25 1 Floor Trough 91 Lot Preosck Stotion see POS dog far AA -out info 26 1 Tit SIM w/PreAnse Faucet 12D 1 30 • 10D Lot Pointers 120 1 • Dedicated LG Cirouit 27 1 Kettle Stand by Clod= S/5 Fdu War 1d 2 Bwerogs Canon w/Hand Sinks by Custom SIS Fabrlcotor 28 2 TNting Kettle (12 gallon) /W pantry f and 12D 1 50 • 101 lot Ovsshdvss 29 1 Panini prm 12D 1 1511 102 2 Linder Co ntert Refn4vdw 120(4 1 35o EA,• 30 1 Work Tubb byCmston S/S Fabricator 1O3 2 To Brewer 12D 1 150a • 31 1 Pasta Cooker (2) /Rini Tank Battery 120 (2) 1 50 EA. • 104 2 can Breerer with Satellite 12D 1 150 EA. • 3Q 1 Wd Mounted Hand Sink w/lids splashes 10b 2 Hoar Tmugbt vi/emte by Wstam SIS Fabricator 3i 1 3Carpatrnent Skit (w/cbvws) byCutom SA Fabricator 101 - Open Number 3dA 1 Owrshdf w/Pat Raaf by Cretan SIS FObrioo w 107 2 Orop4n Soda Tower M/Ice Bin 12D 1 4b • 34 2 loe Moctktes (24M) ZIMID(2) 3 U EA. • 3wh vAmutrd for 1151/Lph 10H 1 Hoar Trough by Custom SIS Fabricator 3 o 2 be Macnkna RenateCorepressor Medwical Chex 12D 1 • power from lex machine 10a 3 Tea Dbpeuaer by snalwares 35 1 Ice Bin (3Me.) 110 1 Commode Dbperaer by wm wares 36 1 Floor Trough w/Oats (1lr X 72') byCatan SIS Fdxbdw 111 2 Moble Glass Rocs Ddyw/Handle 360 - opm Number 112 2 WWwaantw Who Relfteroh n 12D 1 5Qtl • 9 - Open Ntniw 113 2 Who MOWTabb Custom Mtlwork No - Open Number dbcrarge &.W&W • 114 Lot Bogm4toot Equimaut 13)(1 1 8a EA. • a 2 Moble toe Caddy by Srog as 115 1 m 002 Tank 31 2 Convection Oren (Hull -Size) 120(2) 1 Go Ea 1/39 • 116 - Open Number 40 1 Pizza Prop Tubb 120 1 103 1/!1p • 117 2 Orwhead Fly Fan w/Doer Activated Mkroewitch 12O(4 1 5v EA. • interconnect to mkroa tch 41 1 Pre4Wrsd Cods Lhe Wd /UtIlly smirbution System By Ontom S/S Fabricator 12D -n 3 Wo • 118 - Open Number 42 3 Yaowaws 119 - open Number 43 1 Wok Tabic byCustan Fab"or 12D - Open Number 44 2 Dipperwd 121 1 MWwwwits Ohpby Caton Millwork 45 1 If Wd Mounted Hand SHc with *ashes 122 1 Hostm/Tdre•aut Sind C Stam Mbm rk 46 1 U ndweounter Freemer 12D 1 5.70 1/4ip • 123 - Open Number 47 1 Countertop Dace oven • 124 1 Moble Swapper TWe (Not grown) 48 1 Fryer Batteryw/fitw 12D 1 1500 1/21w • 49 1 Chorbrder BAR EQUIPMENT 5D 1 Cliarbroller R*4arator byDAtAmSIS Fabrlcater 12D 1 576 51 - Open Number 52 - Open Number 53 1 Breodstic i Pray Table by 0 ustam Sly Fdvlootor • 55 1 i0 r�irsi�`.�tfirlig ..°' :'��... " Dessert Reac" Remprator 12D 1 11.30 • B4 B5 1 1 am Drahbowd (2C x 241 Rooth Ref pidor (341/7 cabhet 1W lop) v14m doom 13D 1 7Jb 1)4hp • 51 1 Dessert Wok Tabic by0ustom 0 Fabricator B6 1 Mug Frauter W/mAi s 120 1 • No 1 Overdtdf by Osten SUIS Fabricator B7 i Cash Regbtar Rents CPU for Will unit run Data Cable thru duasee to touch screen • Sea POS drad far stulmd Information and details 57 1 Drop -Intoe Croom Freezer 12D 1 503 1/4hp • B7b - Open Number 56 2 Expo Wroo one by owner see POS BB - Open Mraber 58 1 Solod Prep me orator 120 1 650 IAV • 89 1 (4) Tap Bear Tower (6 bas per run) 60 1 Double Ovwsltdf 61 - Open Number 62 - Open Number 120 1 20a • 63 - Open Number 64 1 Work Tdub byOntom S/S Fabricator 814 2 Sodo Ona NOTE: ALL SODA GUNS 10 BE MOI W To THE LEFT OF ICE BN 05 1 Breadetldc Wormer Od" byOAtmn S/S Fdwk tar me 1 1190 • B15 1 Liquor Stop (21 bottle eapocity) 16 1 Salad Work Tabic byOntom SA Fdwbotw BiG 1 Humid k wfid towel b soap dhpenso I 67 1 Soup Work Tubb byOuetam SIS Fabrbotor BI7 1 Reath Refrigerator (344/7 c"d vi(' lege) w/5dd doors 120 1 1 7b 1)qNup • 88 1 Par -Thou HotiGald Cabinet mn 1 1860 • 69 1 To -go Work TaMe by Custom SIS Fabricator Big - open Number a 1 Double ovsshdf byOntom SIS Fabuicator 820 1 Ordnbowd Shell whNrb ted TOP equal sections 70 1 Double Ovenhdf byOntam SCIS Fdurioatar 821 1 bland Omls Stand 71 1 PepperMN Shelf byCdtom SIS Fabriostor 822 2 blind Oak (toe eawbing rnscuhe) by0woer IMM 1 7a EA. 72 1 Plate Chtler with casters 12D 1 1 120 y4hp • B23 - Open Number 73 3 Pasta Cooker Floor Troughs by Cestan SCIS Fdwbata 824 1 Cappocbo "be yinik refrigerator 208-240 1 • 74 1 Exhaust Hoods ses me& dogs for dstab 120 T-1110 GENERAL NOTES ALL ELECTRICAL AND MECHANICAL OUTLET STUB -OUT HEIGHTS ARE GIVEN FROM FINISHED FLOOR TO CENTER UNE OF OUTLET. (EXAMPLE: 1/1" CIWI+f) ALL OUTLETS NOTED AS "STUB -UP" TO BE BROUGHT ABOVE FINISHED FLOOR AT LOCATION SHOWN. CONTRACTOR TO VERIFY ALL DIMENSIONS AT JOB SITE. ALL HORIZONTAL DIMENSIONS SHOWN ARE TAKEN FROM FINISHED WALL TO CENTER LINE OF OUTLET OR FROM CENTER OF OUTLET TO CENTER LINE OF OUTLET, UNLESS OTHERWISE NOTED ON PLANS OR DETAILED. CONTRACTOR SHALL PROVIDE AND INSTALL SUITABLE BLOCKING OR BACKING IN WALLS AND CEILINGS TO SUPPORT FIXTURES, EQUIPMENT AND CANOPIES. CONTRACTOR TO CUT OR PROVIDE HOLES THROUGH CEILINGS, ROOFS AND WALL FOR DUCTS, ETC. IN ACCORDANCE WITH LOCAL BUILDING CODES AND IN ACCORDANCE WITH DUCT SIZES SPECIFIED. THE PLANS PROVIDED ARE FOR THE SOLE PURPOSE OF INDICATING OUTLET LOCATIONS & EQUIPMENT REQUIREMENTS. THE PLANS DO NOT RELIEVE THE GENERAL CONTRACTOR & SUB -CONTRACTOR OF THE RESPONSIBILITY OF COMPLYING WITH APPLICABLE CODES. LAST DATED REVISIONS VOID ALL PREVIOUS DRAWINGS. REFRIGERATION NOTES ALL CONDUIT TO BE PVC OR METAL, DIAMETER AS INDICATED ON PLAN, MINIMUM BENDING RADIUS TO BE 24", FACTORY "LS" WILL NOT BE PERMITTED. CONTRACTOR TO PROVIDE 5 -WIRE SERVICE FROM FREEZER AND 28" BLOWER COILS FOR AUTO, DEFROST SYSTEM TO STOP COMPRESSOR BLOWER COIL FAN & START HEATERS IN BLOWER COIL. CONDUIT RUNS ARE SHOWN SCHEMATICALLY EXACT LOCATION AND ROUTING TO BE DETERMINED IN FiELD TO SUIT JOB CONDITIONS. REFRIGERATION LINES FOR WALK-IN REFRIGERATOR TO RUN OVERHEAD & DROP DOWN TO COMPRESSORS. REFRIGERATION LINES ARE TO BE INSULATED AND PROTECTED. SLEEVES TO BE PROVIDED ON ALL WALLS REQUIRING REFRIGERATION LINE PASS. REFRIGERATION CONTRACTOR TO WRAP COIL CONDENSATE DRAIN TUBING WITH HEATER CABLE TO PREVENT FREEZING (AT FREEZER ONLY). ELECTRICAL NOTES ALL ELECTRICAL OUTLETS AND CONNECTIONS SHOWN ON THESE PLANS ARE FOR FIXTURES AND EQUIPMENT AS SHOWN ON EQUIPMENT PLAN ONLY. SEE ELECTRICAL PLANS FOR FURTHER BUILDING ELECTRICAL REQUIREMENTS. SEE ELECTRICAL SPECIFICATIONS AND PLANS FOR FURTHER INFORMATION. ALL CONDUIT TO BE RUN ABOVE WALK-IN COOLERS WITH PENETRATIONS INTO COOLERS SEALED. P.V.0 CONDUIT TO BE USED TO REDUCE THERMAL CONDU.CTION. WALL MOUNTED SWITCHES, OUTLETS, AND JUNCTION BOXES TO BE FLUSH MOUNTED. UNLESS OTHERWISE NOTED. CORD & PLUG FURNISHED W/JNIT UNLESS NOTED BY E.C. E.C. TO SUPPLY C&P FOR ITEMS # 49L 51. 67. 756 AND OTHER EQUIPMENT AS NOTED. NOTE ALL EQUIPMENT SUPPLIED WITH CORD AND CAPS TO BE PROVIDED NTH SPRING HOLDERS TO PREVENT CORDS FROM CONTACT NTH FLOOR NOTE: CHEFS COUNTER THE FOLLOWING ITEMS ARE PRE -WIRED INTO THE PROVIDED LOAD CENTER: ITEM #14 -HEATED CABINET ITEM #40 - REFRIGERATED PIZZA TABLE (RECEPTACLE PROVIDED BY FABRICATOR) ITEM #42 - MICROWAVE OVENS (4 EACH) (RECEPTACLES PROVIDED BY FABRICATOR) ITEM #79 - HOT WELL ITEM #80 - UNDERCOUNTER REFRIGERATORS (RECEPTACLES PROVIDED BY FABRICATOR) ITEM #81 - HOT FOOD WELL (2 EACH) ITEM #84 - CHEESEM cLTERS (2 EACH ITEM #9D - DUAL HEAT LAMPS (3 EACH) ITEM #MA - DUAL HEAT LAMP (7 EA.) 120 VOLT UTILITY RECEPTACLES O 20 AMPS EACH. CHEFS COUNTER DOES COME SHIPPED LOOSELY. ELECTRICAL & PLUMBING CONNECTIONS WILL NEED TO BE MADE TO INTERCONNECT EACH SECTION TOGETHER. NOTE: ITEM 41 - COOK UNE WAL.ODS THE FOLLOWING ITEMS ARE PRE -WIRED INTO THE PROVIDED LOAD CENTER: ITEM #26 - TiLT SKILLET ITEM #28 - KETTLE (2 EACH) ITEM #31 - PASTA COOKERS (2 EACH) ITEM #39 - CONVECTION OVENS (2 EACH) ITEM #46 - UNDERCOUNTER FREEZER ITEM #48 - FRYER BATTERY FILTER ITEM #50 - UNDERCOUNTER REFRIGERATOR ITEM #78 - PASTA COOKERS (2 EACH) ITEM #79 - FOOD WARMERS (2 EACH) ITEM #86 - UNDERCOUNTER REFRIGERATOR ITEM #91 - PLATE WARMER (4 EA.) 120 VOLT UTILITY RECEPTACLES O 20 AMPS EACH. WALL ASSEMBLY DOES COME SHIPPED LOOSELY. ELECTRICAL CONNECTIONS WILL NEED TO BE MADE TO INTERCONNECT EACH SECTION TOGETHER. NOTE: ALL GFI RECEPTACLES IN PRE-MRED UNITS ARE PROVIDED BY THE FABRICATOR EXCEPT WHERE NOTED. U 4� I Cd o .I �01 10 16"1 N ARCHITECTS PROJECT Job # 12051 OrNTRAUO�' SHALL VERT:' Y A.L'_ v: t'v \r.\ CON IIIONS ANL DTAENSIONS AT J^R Sl TE AND NO`IEY r1E. ARCHT TF C TS/ENCINEFRS C ANY DIVv'ENSTONk ERRORS, 0`V!TSSIONS OR DISCRE ANC ES EFORE BEO_NNINC OR FABaTOATTNC ANY VrjRK DO NOT SCALE THE DRA,''rUI"JOS 41 Issue Date: 5-21-12 REVISION 2L Z2 8-17-12 0 ZL ZL 0 Restaurant #: XXXX OL V EN P76L-WD UPDATED THRUD HSKP 2010.1 DD2-04-2012 0 10206 N. MICHIGAN RD. CARMEL, INDIANA Drawing FOOD SERVICE EQUIPMENT SCHEDULE E6.2 , Ln 0 of 0 0 0 N a 3 0 0) 0 0 I 0 O U I a U I M I cfl I w I J Ln a I 00 / v U / N Lo N 0 I Ln a M 0 F- 0 Of I 0 0 / N I v a� J K] cD I w s v E Q) cn T Cl v 01 C) J E.C. TO REVIEW THE CPI SHOP DRAWINGS PRIOR TO INSTALLING CONDUIT OR WIRES. CKT. BRD. INSIDE LOW VOLT. CNTRL. BOX TERM. BLOCK 13 I1 9 7 J7 BLOCK STs 7-1 7-3 7-5 7-7 7-9 7-2 7-4 7-6 7-8 14 12 10 8 1 1 E L� _J FIELDWIRING FIELD WRING FlELD WIiM FIELD WRING FE1D WRING FBD WltlNO FOR R71J-7 FOR RM2 FOR R71i8 FOR RTU -4 FOR RTU -5 FOR RTU 1111111 �� 1111111 111111 111111 1111111 1111111 1111111 1111111 111111 111111 1111111 1111111 1111111 1111111 111111 111111 1111111 1 411 L4jjIj; IjjI; Ilj;l Iljll jljl ! I!! PANEL L I I! I I PANEL L ! I I!! PANEL LI!! I! PANEL L 1! I I! PANEL L I!! I i t 1 1 1 WJTRAL NEUTRAL I j; 1 1 NEUTRAL j l 1; l NEUTRAL j 1 j l j NEUTRAL I!II! II!!I !11!1 I!II! I!II! !!!!! 11111 jjllj Ij;ll TIL.---.,—lj I!II! 11111 V I I I j i 1 1 1 j i j j i L V I I I I j l l; IjjI L._._._._._._._._._.� 1 1; I j �._._.� I j 1 1 V I I L_._._._._._._._._._. J V I I I V I I I T I L -1j I1j11 j�_--.J I I Mi! 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IjjIj ;IjjI lljli jjlil ljjll jj!jl Iljll jIIjI Iljll jIIjI IjjIj jIIjI !Ij!I jIIjI Ijil1 jIIjI IjjIj jIIjI IjjIj jIIjI Ijjll '11'1 L666 606 662 AI&JA°a0A° 0 0 00000000 AAAJASAJ 0 PANEL L NEUTRAL 000 SET DIP SWITCHES 1&3 TO UP P❑SITI❑N, SET 2,4,5&6 TO DOWN P❑SITI❑N 0 WHITE WkJ-NOUNT SENSOR. LABELED RTU2 HUMIDITY SIG 0-10V SPACE TEMP SIG RTD RTU #1 SPACE SENSOR AMARONE DINING ROOM #1 SENSOR 13 PREWIRE WITH PIGTAILS FROM SENSOR. LABELED RTU2 HUMIDITY SIG 0-10V SPACE TEMP SIG RTD RTU #2 SPACE SENSOR BIANCO DINING ROOM #2 SENSOR IS PREWIRE WITH PIGTAILS FROM 00000 00000 WHITE WALLIODUT SENSOR. LABELED RTU3 HURIDITY SIG 0—S0V SPACE TEIP SIG RTD RTU #3 SPACE SENSOR CHIANTI DINING ROOM #3 SENSOR 12 PREWDRE WITH PIGTAILS FROR WHITE WALLHOUNT SENSOR. LADLED RTU1 SPACE TEHP SIG RTD RTU #4 SPACE SENSOR KITCHEN TERNINALS LOCATED Dai E SENSOR CASE II Li WHITE WALLHOUNT SENSOR, LABELED RTUS SPACE TEMP SIG RTD RTU #5 SPACE SENSOR KITCHEN TERM MLS LOCATED INSUE SENSOR CASE 00 r---------•—•---•—•—_ •-•...... i �•-•-•-•-•. -•-•- - - r......1j I i j i r.—•— —•—•—•—•—•—•—•—•—•—•—•—•—•—•J� jjI i i I I j i—'—'--_:------.-:--.-.-.--.----._._._._._._.� j ------ r------ _____ _...... ___ I , �I—•--.-.._._.-.-.-.-: - -. _ _: :-:_:-: - _-:-:_: -=:_JJ_ _ ____._._._._._._._._._._._._._._._._._.-.-._._._._._._._._._._._._._._..J r— •—•—• ...... ----- j F,—_ -:-:_-:_._._ -------:-:_:_:- -:_:--._:-:_:- -:_:- - --:_.-._._._.------ _._._._._. i i i i i i i i i i — — — — ------ ------ —------ — — — — —------ —•—•-----•——•—•—•— — — — —---•—._._._._._._._.� WHITE WALLUIOUNT SENSOR. LABELED RTU6 HUNIMITY SIG 0-10V SPACE TEMP SIG RTD RTU #6 SPACE SENSOR LA VIGNA BAR/LOUNGE SENSOR IS PREVIRE WITH PIGTAILS FROM !iiiiliillill IIj11111jlllllll 1 . . . . . . . . I j 11!jljll!II!IIII 1!I II!Illllll 11111jlllllllli1 II�IIIIIIIII• Il�jljll!II�II�j Illl,ll�llll�i m TEMP sENSOR PARTOWWWSTC PICTURE SHOWN BELOW DUCT SENSOR RTU #1 SENSOR PREWIRED WITH NAN�LE URFROM E TEMP. SEHsoR PART#+EW3VSTC PICTURE SHOWN BELOW DUCT SENSOR RTU #2 SENSOR PREWIRED VMA DFACTTUUREF� I 1! jl II Ililli I jl jl !! Iljll; o I II jl II Iljll; I jl jl II Iljll; 000 ■maw L._._._._._._. �! j l I I I I; I L._._-_._._._. goo • � �. � I I I I I ��---�—•—•—• � Uo II II II II I. ! R Cloud 1 I I I 1 1 I I I I ! I I I II 11 11 11 !! ! T TERMINAL BLOCK SP II I II II 1 I II jl II II jl IF F SET DIP SWITCHES 1,2&3 TO DOWN P❑SITI❑N. SET 45,6,7&8 TO UP P❑SITI❑N Tl== TEMP. SasOR PART#+EW3VSTC PICTURE SHOWN BELOW DUCT SENSOR RTU #3 SENSOR PREWIRED WITH Ir LEADS FROR MANUFACTURE Tl:= TEMP. SENSOR PARTMFEW3VSTC PICTURE SHOWN BELOW DUCT SENSOR RTU #4 SENSOR PREWIRED wnm le, LEADS FROM NANUFACTURE Oo TEMP. SENSOR PART#NEW3VST'C PICTURE SHOWN BELOW DUCT SENSOR RTU #5 SENSOR PREWIRED WITH 12' LEADS FROM MANUFACTURE TO TERMINAL BLOCK SP - TO TERMINAL BLOCK SP+ TEMP. SENSOR PART#*EW3VSTC PICTURE SHOWN BELOW DUCT SENSOR RTU #6 SENSOR PREWIRED WITH 120 NANWACFROM II I! !I !! II II !I !! I! II !I !! I J I I II ------ ._._._.j I 1 i r. ...... •-•- — --- — J -J j...... I r J ji i r,—._....... ...... ...... _._._._._. Ij I� II jl Ij jl II jj Ij jl II jl Ij jl II jl I; jl II jl !I !! !I II Ij II II II Ij 11 11 II Ij II II jl Ij II II jj Ij II !I jl Iij jl II jl IOMM LMOMM� MAMOD �o sono 14AM MAMMON= —•—•—•— ry U N U ., N c� •00'00� Hr�N U A �� U A z� o at 0 RA a o N o M � 0 '� M U c U v U a V1 A 0 a � Q 0 U S THIS DRAINING Ls THE PROPERTY OF CAROLINA PRODUCTS. INC. AND MAY NOT BE USED OR REPRODUCED WITHOUT THE WRITTEN PEla" ON OF CAROUNA PRODUCTS. W. REVISION REVISION REVISION REVISION I NOTEi PLEASE MAKE Z SURE THESE JUMPERS �1 �! ARE INSTALLED IN aI 124 AI ii CORRECT DESTINATIONS C) Erf Z! m! 7 O II cI Ld 0 WHITE WkJ-NOUNT SENSOR. LABELED RTU2 HUMIDITY SIG 0-10V SPACE TEMP SIG RTD RTU #1 SPACE SENSOR AMARONE DINING ROOM #1 SENSOR 13 PREWIRE WITH PIGTAILS FROM SENSOR. LABELED RTU2 HUMIDITY SIG 0-10V SPACE TEMP SIG RTD RTU #2 SPACE SENSOR BIANCO DINING ROOM #2 SENSOR IS PREWIRE WITH PIGTAILS FROM 00000 00000 WHITE WALLIODUT SENSOR. LABELED RTU3 HURIDITY SIG 0—S0V SPACE TEIP SIG RTD RTU #3 SPACE SENSOR CHIANTI DINING ROOM #3 SENSOR 12 PREWDRE WITH PIGTAILS FROR WHITE WALLHOUNT SENSOR. LADLED RTU1 SPACE TEHP SIG RTD RTU #4 SPACE SENSOR KITCHEN TERNINALS LOCATED Dai E SENSOR CASE II Li WHITE WALLHOUNT SENSOR, LABELED RTUS SPACE TEMP SIG RTD RTU #5 SPACE SENSOR KITCHEN TERM MLS LOCATED INSUE SENSOR CASE 00 r---------•—•---•—•—_ •-•...... i �•-•-•-•-•. -•-•- - - r......1j I i j i r.—•— —•—•—•—•—•—•—•—•—•—•—•—•—•—•J� jjI i i I I j i—'—'--_:------.-:--.-.-.--.----._._._._._._.� j ------ r------ _____ _...... ___ I , �I—•--.-.._._.-.-.-.-: - -. _ _: :-:_:-: - _-:-:_: -=:_JJ_ _ ____._._._._._._._._._._._._._._._._._.-.-._._._._._._._._._._._._._._..J r— •—•—• ...... ----- j F,—_ -:-:_-:_._._ -------:-:_:_:- -:_:--._:-:_:- -:_:- - --:_.-._._._.------ _._._._._. i i i i i i i i i i — — — — ------ ------ —------ — — — — —------ —•—•-----•——•—•—•— — — — —---•—._._._._._._._.� WHITE WALLUIOUNT SENSOR. LABELED RTU6 HUNIMITY SIG 0-10V SPACE TEMP SIG RTD RTU #6 SPACE SENSOR LA VIGNA BAR/LOUNGE SENSOR IS PREVIRE WITH PIGTAILS FROM !iiiiliillill IIj11111jlllllll 1 . . . . . . . . I j 11!jljll!II!IIII 1!I II!Illllll 11111jlllllllli1 II�IIIIIIIII• Il�jljll!II�II�j Illl,ll�llll�i m TEMP sENSOR PARTOWWWSTC PICTURE SHOWN BELOW DUCT SENSOR RTU #1 SENSOR PREWIRED WITH NAN�LE URFROM E TEMP. SEHsoR PART#+EW3VSTC PICTURE SHOWN BELOW DUCT SENSOR RTU #2 SENSOR PREWIRED VMA DFACTTUUREF� I 1! jl II Ililli I jl jl !! Iljll; o I II jl II Iljll; I jl jl II Iljll; 000 ■maw L._._._._._._. �! j l I I I I; I L._._-_._._._. goo • � �. � I I I I I ��---�—•—•—• � Uo II II II II I. ! R Cloud 1 I I I 1 1 I I I I ! I I I II 11 11 11 !! ! T TERMINAL BLOCK SP II I II II 1 I II jl II II jl IF F SET DIP SWITCHES 1,2&3 TO DOWN P❑SITI❑N. SET 45,6,7&8 TO UP P❑SITI❑N Tl== TEMP. SasOR PART#+EW3VSTC PICTURE SHOWN BELOW DUCT SENSOR RTU #3 SENSOR PREWIRED WITH Ir LEADS FROR MANUFACTURE Tl:= TEMP. SENSOR PARTMFEW3VSTC PICTURE SHOWN BELOW DUCT SENSOR RTU #4 SENSOR PREWIRED wnm le, LEADS FROM NANUFACTURE Oo TEMP. SENSOR PART#NEW3VST'C PICTURE SHOWN BELOW DUCT SENSOR RTU #5 SENSOR PREWIRED WITH 12' LEADS FROM MANUFACTURE TO TERMINAL BLOCK SP - TO TERMINAL BLOCK SP+ TEMP. SENSOR PART#*EW3VSTC PICTURE SHOWN BELOW DUCT SENSOR RTU #6 SENSOR PREWIRED WITH 120 NANWACFROM II I! !I !! II II !I !! I! II !I !! I J I I II ------ ._._._.j I 1 i r. ...... •-•- — --- — J -J j...... I r J ji i r,—._....... ...... ...... _._._._._. Ij I� II jl Ij jl II jj Ij jl II jl Ij jl II jl I; jl II jl !I !! !I II Ij II II II Ij 11 11 II Ij II II jl Ij II II jj Ij II !I jl Iij jl II jl IOMM LMOMM� MAMOD �o sono 14AM MAMMON= —•—•—•— ry U N U ., N c� •00'00� Hr�N U A �� U A z� o at 0 RA a o N o M � 0 '� M U c U v U a V1 A 0 a � Q 0 U S THIS DRAINING Ls THE PROPERTY OF CAROLINA PRODUCTS. INC. AND MAY NOT BE USED OR REPRODUCED WITHOUT THE WRITTEN PEla" ON OF CAROUNA PRODUCTS. W. REVISION REVISION REVISION REVISION DRAWN BY: AJ B CPI CONTROL WIRING DIAGRAM SCALE: NTS L4 caN UgZ� ARCHITECTS PROJECT Job # 12051 CONTRACTOR SI -?AE - VE -M. y Al I. CONDI [TONS AND Di`v!ENSIONS Al Ti=. JOt. S!T` AN' NO- FY T -IF. ARCNITECiS!F_JO NFERS O ANY DI'ENSONA;L ERRORS: 0"=SS10NS OR DISCR -AN4:ES -'EFOKE EEGiNIIINC OR FABR_CA f iNG ANY '41ORK DO NOT'CA[-E T}IE DRAVINGS . Q fl� • ` La . H- U) Q J H Issue Date: 5-21-12 REVISION 0 2 8-17-12 0 0 0 D A Restaurant #: XXXX OLVARDEN P76L-WD UPDATED THRUA HSKP 2010.1 DD2-04-2012 Q 10206 N. MICHIGAN RD. CARMEL, INDIANA Drawing CPI CONTROL WIRING DIAGRAM Li Z w o C) Erf Q 7 O � U Ld z o O m CPI PROJECT # CPI DRAWING # SHEET: 2A—Temp DATE: 7/24/09 DRAWN BY: AJ B CPI CONTROL WIRING DIAGRAM SCALE: NTS L4 caN UgZ� ARCHITECTS PROJECT Job # 12051 CONTRACTOR SI -?AE - VE -M. y Al I. CONDI [TONS AND Di`v!ENSIONS Al Ti=. JOt. S!T` AN' NO- FY T -IF. ARCNITECiS!F_JO NFERS O ANY DI'ENSONA;L ERRORS: 0"=SS10NS OR DISCR -AN4:ES -'EFOKE EEGiNIIINC OR FABR_CA f iNG ANY '41ORK DO NOT'CA[-E T}IE DRAVINGS . Q fl� • ` La . H- U) Q J H Issue Date: 5-21-12 REVISION 0 2 8-17-12 0 0 0 D A Restaurant #: XXXX OLVARDEN P76L-WD UPDATED THRUA HSKP 2010.1 DD2-04-2012 Q 10206 N. MICHIGAN RD. CARMEL, INDIANA Drawing CPI CONTROL WIRING DIAGRAM 1.0 0 & 0 0 ED N ___� 00 ��,_ 0 - Ul 3: _0 : U) C .0 +_1 0 .0 11. - . U W Q_ V) I 0 .0 I_ _+1 U 0) bi I V) LU I :5- 1 U-) r - n 11 I IN 00 I'll 70 0 () "I, N if) N 0 r- -5 1 __ . if) I, - n 1-11 U) 0 0 ry n I 0 0 1-11 N I E a � a) 1_1� L I TV) Ld C_ c 0 E a) 0) >� -0 _U SECTION 16010 ELECTRICAL SPECIAL CONDITIONS Part 1.00 General 1.01 SPECIAL NOTICE (NO SUBSTITUTIONS ACCEPTED) A. Each contractor shall read all relevant documents, become familiar with the job, scope of work, type of truction, and the architectural, structural, mechanical and electrical drawings and specifications. Each contractor shall also familiarize himself with the purpose for which these documents ed. Each contractor shall have been prepared and shall become cognizant of all the details involv coordinate his work with that of others. I n the contractor whose work is B. The term "contractor" used in this section of the specification shal mea covered by this section. C. When the term "Engineer" is used in this section of the specification, it shall mean the consulting electrical engineer. 1.02 SCOPE OF WORK A. This section of the work shall comprise the furnishing of materials, equipment, tools, labor and transportation necessary for the complete installation of the electrical systems shown and hereinafter specified. Work is to be complete in every respect whether specifically mentioned in contract documents or not. This work and material includes, but is not limited to, the following items: 1. Main switchboard, panel boards, lighting fixtures, lighting controls, wiring devices and complete feeder and branch circuit wiring. 2. Power supply to all motors, HVAC and plumbing equipment, including the installation and final connection of motor starters, compressors, pushbuttons, and other miscellaneous equipment furnished under other sections of work and/or by Owner. 3. Backboard and empty conduit system for telephone distribution and other miscellaneous communication systems. 4. (NOT USED) 5. Fees, permits and provisions for metering equipment. 6. Extension and connection of electric service. 7. Final connection ,,j all kitchen equipment, as required, to make items fully operational. 1.03 UTILITIES A. The location, size and characteristics of the electric and telephone services and points of service entrance are shown in accordance with data given this office by various departments of cities and/or utility companies involved. The points of connection to the utility lines are, therefore, approximate only and shall be verified by the Contractor bidding each portion of the work. Each bidder shall include adequate funds in his bid price to cover all costs of connections to utility lines regardless of exact locations and shall hold the Owner harmless as to additional costs or extras regarding the utility connections. 1.04 ELECTRIC SERVICE A. This contractor shall contact the lucal power company and make all arrangements, pay all fees, and acquire all permits as required for the installation of the electrical servir�e and systems as hereinafter specified and shown phase, and wire, all as shown on B. The electric service shall be from the local utility company, with voltage plans, The Electrical Contractor shall properly coordinate all his work as required, shall install all conduit arid conductors as necessary to complete the electrical service. He shall make provisions for the metering equipment in accordance with the utility company standards. 1.05 TELEPHONE SERVICE . This contractor shall coordinate his work A. The telephone service shall connect to the building as shown with the telephone company and shall furnish entrance conduits (with pull ropes), backboards and distribution systems as hereinafter specified and indicated, or as required by the Telephone Company. 1.06 FEES AND PERMITS A. Each contractor shall obtain all permits, inspections and approvals applicable to his trade, as required by regulatory authorities. All fees and costs of any nature whatsoever incidental to thesc permits, inspections and approvals shall be assumed and paid by the contractor. 1.07 RESPONSIBILITY OF CONTRACTOR A. Each contractor shall be responsible for all work of every description in connection with his contract. He shall specifically and distinctly assume, and does so assume, all risk for damage or injury from whatever cause to property or person used or employed on or in connection with his work and of all damage or injury to any persons or property wherever located, resulting from any action of operatio.-i under the contract or in connection with the work, and undertake the promise to defend the Owner against all claims on account of any such damage or injury. lete piece of work, in B. Each contractor will be held responsible for the execution of a satisfactory and comp accordance with the true intent of the drawings and specifications and all bulletins and addenda which may be issued during the time of bidding. He shall provide, without extra charge, all incidental items required as a part of his work, even though not particularly specified or indicated, and if he has good reason for objecting to the use of any materials, appliance or method of construction shown or specified, he shall make report of such objections to the Owner's Representative and obtain proper adjustment before the Contract is made, and shall proceed with the work, only with the understanding that a satisfactory job is required. C.Each contractor shall be responsible for compliance with all national, state, local and county codes, standards, ordinances and regulations. 1.08 DRAWINGS AND SPECIFICATIONS A. The interrelation of the specifications, drawings and schedules shall be as herein before described in the Architectural Sections of the specifications. B. Should the drawings disagree in themselves, or with the specifications, the better quality or greater quantity of work or materials shall be estimated upon, and unless otherwise ordered by the Architect in writing, shall be performed or furnished. In case the specifications should not fully agree with the schedules, the latter shall govern. Figures given on drawings govern scale measurements and large-scale details govern small-scale drawings. C.The "Scope of Work" as herein before stated, is intended to designate the general description of the work which shall be performed by each of the major contractors. It is not intended to inr'lude all items of work, either generally or specifically, nor is it intended to limit the scope of the work where plans, schedules, notes or standard practice requires the inclusion of other specific items. D. When the draw0gs do not give exact details as to the elevations of pipe, conduit and ducts, the contractors shall physically arrange the systems to fit in the space available at the elevations intended with the proper grades for the functioning of the systems involved. Piping, exposed conduit and the duct system are generally intended to be installed true and square to the building construction, and located as high as possible against the structure in a neat and workmanlike manner. Work shall be concealed in all finished areas. 1.09 COORDINATION WITH OTHER TRADES A, The Electrical Contractor shall check with the General Contractor and other contractors, either under his control or those responsible so!ely to the Owner for any work being performed under this specification to determine whether there will be any interference with the electrical work. If the Electrical Contractor fails to check with the other contractors and the electrical work is later found to interfere with their work, then he shall make necessary changes without additional cost or delay to the Owner to eliminate such interferences. B. Where lighting fixtures are shown to conflict with locations of structural mernheis, mechanical or other eqUipment, the Electrical Contractor shall provide adequate support and wiring to clear same. 1.10 FINAL INSPECTIONS A. The purpose of the final inspection is to determine whether the contractor has completed the work in a proper and workmanlike manner, that he has apparently installed the work in accordance with the intent of the draWings and specifications and that the work is satisfactory for the Owner to accept. ake a special inspection trip as a whole, assuring B. It shall be the duty of each contractor to personally m himself that the work on the project is ready for final acceptance before calling upon the Architect or his representative to make a final inspoction, 1.11 GUARANTEE A. All materials, equipment and workmanship shall be guaranteed for except that where specific equipment is noted to have extended guarantees, the contractor shall be responsible for the proper registration of per claims should future need develop. All work these guarantees so that the Owner can make all pro found to be defective shall be repaired or replaced by the contractor with out any charge to the Owner. Part 2.00 Products 2.01 MATERIALS A. Material utilized in the construction of this building shall be new, of the quality indicated and, unless specifically noted, be manufactured in the United States of America. Manufacturers names are med manufacturers have proved to be satisfactory under similar mentioned herein. Products by the na conditions of service. B. Where a manufacturer's name appears in the specifications, it is not to be construed as to mean that I equipment by the named manufacturer does not have to fully meet the requirements detailed in the specifications. All similar equipment provided for the project by any one contractor shall be of the same manufacturer whether furnished under the original contract or under a change order, unless specifically specified to the contrary. C. Any substitutions shall comply with Article 4.1 1 of general conditions of the contract for construction. Written proof of compliance shall accompany any substituted material. 2.02 CODES AND STANDARDS omply with all applicable local, county, state, and national codes, A. All materials and workmanship shall c industry standards. specifications, ordinances, utility company regulations, and specified B. In case of difference between building codes, specifications, regulations and the Contract Documents, the most stringent shall govern. The contractor shall promptly notify the Owner's Representative in writing of any such difference. Should the contractor perform any work that does not comply with the requirements of the applicable building codes, state laws, local ordinances, industry standards, utility company regulations, he shall bear all costs arising in correcting these deficiencies. C.In addition to local, county, and state ordinances and the utility company regulations, the following industry standards and codes shall apply as applicable except where the requirements of this specification are more stringent than the following standards, they shall take precedence: ASTM - American Society of Testing Materials IEEE - Institute of Electrical and Electronics Engineers IES - Illuminating Engineering Society NEC - National Electric Code NEMA - National Electrical Manufacturers' Association NFPA - National Fire Protection Association UL - Underwriters' Laboratories 2.03 SUBMITTAL DATA A. The submittal data shall be handled as herein before specified in the "General Conditions" section of these specifications as specified for "Shop Drawings." B. Before submittal of all data, the contractor shall check each requirement of the plans and specifications and shall clearly mark each submittal with his signature to indicate that they are in full compliance. Any submittals received without the Contractor's signature may be returned without being checked. C.It shall be the contractor's responsibility to point out all deviations between the plans and specifications and the materials submitted. D. Each set of data from any one manufacturer shall be bound in ai. individual folder properly indexed and arked to indicate job, contractor, Architect, Engineer, supplier and purpose for which data enclosed is m being offered. Data submitted shall show proposed equipment only and shall not be catalogues showing manufacturers' complete line. Each sheet shall indicate the name of manufacturer of the equipment being submitted. Sufficient data shall be included to prove compliance with the specifications as far as use, capacity, efficiencies, physical size quality of materials and all other pertinent specified particulars. Data shall include manufacturer's name for each item of equipment submitted. 2.04 EQUIPMENT IDENTIFICATION e; boards, A. All major equipment such as main panel board, main and branch interrupting devices, pan safety switches, starters, transformers, control panels, etc., shall be identified by the attachment of nameplates constructed from laminated phenolic engraved plastic 3 -ply with black surface and white interior core. Engraved lettering shall be condensed gothic at least 3/16 inch high and properly spaced for easy and legible reading. Plates shall be attached to equipment by tile use of a permanent type adhesive or chromium plated screws or neatly lettered with permanent indelible paint or ink in a contrasting color. Embossed plastic tape is not acceptable. B. Complete all identification cards for switches, starters, and other devices in all lighting, appliance and distribution panel boards, switches, motor control centers and similar pieces of equipment, on a typewriter in a neat manner and insert the card in the card holder behind a piece of clear plastic. Where the card size is insufficient for the proper identification of all circuits, the index shall be made on a large sheet of paper of proper proportion, and then photo -reduced to fit the cardholder. 2.05 RECORDS FOR OWNER A. Each contractor shall accumulate during the job progress the following data in duplicate, prepared in a neat brochure or pocket folder, and turned over to the Owner's Representative: 1. All warranties and guarantees and manufacturers directions on equipment and material covered by the Contract. 2. Copies of approved shop drawings. 3. Repair parts list of all major items and equipment including name, address and telephone number of local supplier or agent. 2.06 DIMMING CONTROLS A. Provide lutron LCP128 dimming modules individually mounted on backboard and custom installed within CPI switchboard and interfaced for programmable control to CPI system 2000 controller. em: Lutron LCP128. B. Acceptable Manufacturer: Lutron ElectroniGs Co., Inc. - Syst C. Substitutions: [Not permitted.] [Under provisions of Division 1.1 1. All proposed substitutions (clearly delineated as such) must be submitted in writing for approval by the design professional a minimum of 1 0 working days prior to the bid date and must be made available to all bidders. 2. Proposed substitutes must be accompanied by a review of the specification noting compliance on a line -by-line basis. 3. Any substitutions provided by the contractor shall be reviewed at the contractor's expense by the electrical engineer at a rate of [$200.00] per hour. pts responsibility and 4. By using pre -approved substitutions, the contractor acce associated costs for all required modifications to circuitry, devices, and wiring. 5. Provide complete engineered shop drawings (including power wiring) with deviations for the original design highlighted in an alternate color to the engineer for review and approval prior to rough -in. 2.07 A. Provide hardware that is designed, tested, manufactured, and warranted by a single manufacturer. B. Architectural Lighting Controls: Ten-year operational life while operating continually at any temperature in an ambient temperature range of O' C (320F) to 40' C (104'F) and 90 percent non -condensing relative humidity. C.Designed and tested to withstand electrostatic discharges up to 15,000 V without impairment per IEC 801-2 2.08 DIMMING/ RELAY PERFORMANCE REQUIREMENTS A. Electrolytic capacitors to operate at least 20' C below the component manufacturer's maxim temperature rating when device is under fully -loaded conditions in AO' C (1 04' F) ambiei it temperature. B. Load Handling Thyristors (SCRs and Triacs), Field Effect Transistors (FETs), and Isolated Gate Bipolar Transistors (IGBTs): The component's maximum current rating to be at least two times the dimmer's/ relay's rated operating current. C. Capable of withstanding repetitive inrush current of 50 times operating current without impacting lifetime of dimmer/ relay. D. Design and test dimmer/ relays to withstand line -side surges without impairment to performance. 1. Panels: Withstand surges without impairment of performance when subjected to surges of 6,000 volts, 3,000 amps per ANSI/ IEEE C62.41. E. Utilize air gap off, activated when user selects "off" at any control to disconnect the load from line supply. F. Power failure memory and dimmer/ relay recovery: 1. When power is interrupted and subsequently returned, within 3 seconds lights will automatically return to same levels (dimmed setting, full on, or off) prior to power interruption. G.Dimmers: 1. Provide real-time cycle -by -cycle compensation for incoming line voltage variations including changes in RMS voltage (plus or minus 2 percent change in RMS voltage/ cycle), frequency shifts (plus or minus 2 Hz change in frequency/second), dynamic harmonics, and line noise. 2. Systems not providing cycle -by -cycle compensation to include external power conditioning equipment as part of dimming system. 3. Each dimmer to incorporate electronic 'soft -start" default at initial turn -on that smoothly ramps lights up to the appropriate level within 0.5 seconds. 4. Control all light sources in smooth and continuous manor. Dimmers with visible steps are not acceptable. 5. Each dimmer to be assigned a lord type that will provide a proper dimming curve for the specific light source.. 6. Possess ability to have load types assigned per circuit, configured in field 7. Minimum and maximum light levels user adjustable on output -by -output basis 8. Line Voltage Dimmers; Meet following load -specific requirements.. a. Magnetic Low Voltage (MLV) transformer: 1) Contain circuitry designed to control and provide a symmetrical AC waveform to input of magnetic low voltage trqnsformers pei- UL 1472, Section 5.1 1. 2) Dimmers using unipolar load current devices (such as FETs or SCRs) to include DC current protection in the event of a single device failure. b. Electronic Low Voltage (ELV) transformer. 1) Dimmer to operate electronic low voltage transformers via reverse phase control. Alternately, forward phase control dimming may be used if dimming equipment manufacturer has recommended specific ELV transformers being provided. c. Neon and cold cathode transformers: 1) Magnetic transformers: UL listed for use with normal (low) power factor magnetic transformers. Electronic transformers: Must be supported by the ballast equipment manufacturer for control of specific ballast bei,ig provided. d. Fluorescent electronic dimming ballast: Refer to Section [1 6580] for dimming ballast specifications and performance. 9. Low Voltage Dimming Modules; Meet following requirements: a. Coordination between low voltage dimming module and line voltage relay: Capable of being electronically linked to single zone. b. Single low voltage dimming module; capable of controlling following light sources, 1) 0-10V analog voltage signal. a) Provide Class 2 isolated 0-10V output signal conforming to IEC 60929. b) Sink current via IEC 60929. ' c) Source current. 2) 10 -OV reverse analog voltage signal. 3) DSI digital communication. ) DALI broadcast Communication IEC 60929: 4 a) Logarithmic intensity values in compliance with IEC 60929. b) Linear intensity values for use with LED color intensity control. 5) PWIVI IEC 60929. H. Non -dim circuits to meet the following requirements: 1. Rated life of relay at full load: Minimum 1,000,000 cycles. 2. Load switched in manner that prevents arcing at mechanical contacts when power is applied to and removed from load circuits. 3. Fully rated outp-it continuous duty for inductive, capactive, and resistive loads. 2.09 COMMON FACEPLATES AND GANGING A. Faceplates shall be Lightolier Controls "N FB" series suitable for use with the Lightolier controls dimmers and keypads. B. Faceplates shall be supplied as specified as per plans and specs. C.Dimmers and keypads shall be mounted in multi -gang wall box per plans and specifications. 2.10 GENERAL A. All dimmers, keypads, dimming amplifiers and faceplates shall be manufactured by Lightofier Controls. No substitutes will be accepted. Contact Scott Spear for Technical information. For pricing and availability contact your local authorized Lightolier Controls Distributor. Part 3.00 Execution 3.01 EXAMINATION OF PREMISES A. Before submitting proposals for his work, each bidder shall be held to have examined the premises and satisfied himself as to the existing conditions under which he will be obliged to operate, or that will in any manner affect the work under this Contract. No allowance shall be made subsequently in this connection in behalf of the Contractor for any error or negligence on his part. 3.02 SPACE AND EQUIPMENT ARRANGEMENT A. Each contractor shall be responsible to see that equipment proposed by him will fit the spaces available. In certain instances he will note that the equipment is mentioned by name in the equipment schedules. In these cases, it is the equipment whose dimensions and connection arrangements have been used for the preparation of the layouts shown on the working drawings. Should the use of equipment by other approved manufacturers or of other physical shape than those shown on the drawings be proposed, it shall be the responsibility of the Contractor making the proposal to submit for approval shop drawings showing the arrangement of the proposed equipment in the space available. Approval of substitution offered without these shop drawings does not relieve the Contractor of the responsibility of arranging the equipment in a satisfactory workable installation in the space shown on the drawings. 3.03 MANUFACTURER'S DIRECTIONS A. The manufacturer's published directions shall be followed in the delivery, storage, protection, installation, piping and wiring of all equipment and material. The contractor shall promptly notify the Owner's Representative in writing of any conflict between the requirements of the Contract Documents and the manufacturer's directions, and shall obtain the instructions before proceeding with the work. Should the Contractor perform any work before receiving such instructions, he shall bear all costs arising in connection with the deficiencies. 3.04 CUTTING AND PATCHING A. Each contractor shall notify the General Contractor sufficiently ahead of the construction of any floors, walls, ceilings, roofs, etc. of the openings that will be required for his work. He shall also see that any and all sleeves that are required for his work are set at proper times so as not to hold up the progress of of lack of proper coordination shall be the job. Any cutting and patching required to be done because done by the General Contractor at the expense of contractors involved. B. Do not request the General Contractor to cut any structural members without first having received written ing of round openings which can be done by the use permission from the Owner's Representative. Cutt ol, a rotary drill may be done by the Contractor requiring same. 3.05ELECTRICAL ENERGY, WATER AND!7ANITARY FACILITIES A- Electrical energy, water and sanitary facilities required for the construction of this project shall be provided as herein before specified under the Architectural Sections of the work except as follows. All electrical energy required for welding shall be provided by the Contractor doing the welding in the form of portable gasoline power generators as allowed by local regulations. 3.06 ELECTRIC WIRING OF MOTORS AND EQUIPMENT A. The Electrical Contractor shall wire all automatic temperature control, all interlock and all power wiring for the installation of equipment furnished under other sections of the work. The Electrical Contractor shall furnish all disconnect switches as required for the proper operation of the equipment unless such equipment is specified to be factory mounted. The Mechanical Contractor shall furnish complete wiring diagrams showing power wiring, interlock wiring and temperature control wiring. B. The Mechanical Contractor shall furnish to the Electrical Contractor complete wiring diagrams showing ment and shall be made power wiring, interlock wiring. Diagrams shall be based on this approved equip complete integrated drawings, not a series of manufacturers' diagrams. After these drawings have been approved, copies shall be furnished to the Electrical Contractor by the Mechanical Contractor. They shall be followed in detail. C.Each Contractor shall note that the electrical design and drawings are based on the equipment scheduled and shown on the drawings and should any Mechanical Contractor submit for approval equipment requiring changes to the electrical design for which the Electrical Contractor will request an extra, this extra shall be paid by the Contractor providing the equipment requiring the change. SECTION 16020 ELECTRICAL MATERIALS AND METHODS Part 1.00 General 1.01 SPECIAL NOTICE (NO SUBSTITUTIONS ALLOWED) A. Each contractor shall read all relevant documents, become familiar with the job, scope of work, type of general construction, and the architectural, structural, mechanical and electrical drawings and specifications. Each contractor shall also familiarize himself with the purpose for which these documents have been prepared and shall become cognizant of all the details involved. E-ach contractor shall coordinate his work with that of others. B. The term "contractor" used in this section of the specification shall mean the contractor whose work is covered by this section. C.When the term "Engineer" is used in this section of the specification, it shall mean the consulting electrical engineer. Part 2.00 Products 2.01 OUTLET BOXES A. Outlet boxes shall be standard, stamped galvanized steel boxes except as hereinafter noted. Each box shall be of the proper size to accommodate the device and function for which they are shown. Boxes for wall devices shall be single or multiple gp.ng boxes, properly designed and sized to accept the required devices, and shall be furnished complete with plaster rings where required. Boxes for installation in masonry walls, shall be special square corner masonry type. Boxes for mounting of lighting fixtures shall be 3, 4 -inch octagon boxes or 4" square boxes - all with appropriate mud rings, equipped with 3/8 inch 1. shall be furnished complete with proper cover or wall no bolt" fixture studs except as noted. All boxes device plate. Wall boxes for exterior use shall be hot dipped galvanized cast iron or cast aluminum furnished complete with weatherproof covers and rubber or neoprene gaskets. B. It shall be the responsibility of the Electrical Contractor to determine from the architectural drawings, and by actual determination on the site, drawings, the exact location of each and every outlet. The outlet locations shall be modi.'ied from those shown on the plans to accommodate changes in door swings or to clear other interferences that may arise from job construction cietails, as well as modification to center within specific spaces. These modifications shall be made without change in contract price. The Owner reserves the right to relocate lighting fixtures and power convenience outlets to a point within eight feet of that shown without any change in contract price providing the contractor is advised of the new location before he starts installation of the conduit and boxes affected. The contractor shall check such conditions throughout the entire job and shall notify the Owner's Representative of discrepancies that may occur before proceeding with the installation of the work. Wall boxes shall be set in advance of wall construction. They shall be blocked in plare and secured. All wall boxes shall be set flush with the finished building construction and the contractor shall furnish and install extension sleeves as required to extend boxes to the finished surfaces of special furring or wall finishes. 2.02 CONDUIT A. All wiring, unless specifically noted to the contrary, shall be run in metallic raceways. These raceways shall be run concealed in all finished areas and where run exposed, shall be run square to the building and held as tight as possible to the building construction. B. The drawings indicate the required size of all raceways except as hereinafter specified, the points of termination, and a suggested routing. However, it shall be the responsibility of the Electrical Contractor to install the conduit in proper coordination with the building structure and the other mechanical trades, furnishing all required bends, fittings, junction and pull boxes, whether or not they are specifically shown on the drawings, to satisfy all codes and standards of good practice. Where conduits for both branch and feeder circuits are run concealed, they may be run out of square to the building providing the shortest runs possible. C. All raceways within the building may be fabricated from either galvanized rigid steel or galvanized E.M.T. Flexible conduit may only be used as hereinafter specified. Where raceways are exposed below 6-0" AFF or installed in such locations as to be subject to physical damage, they shall be rigid steel or 1,M.C. Raceways installed in concrete or burieci below grade shall be fabricated from PVC coated, rigid galvanized steel conduit. PVC conduit. All of the above shall be approved by and bear applicable UL I labels and shall be installed as required by local code. D. Fittings for use on raceway systems shall be as follows: On all rigid conduit use standard U.L. approved threaded or compression type fittings. On all EMT, use steel compression type watertight fittings or steel set scr-'�w on fiLtings with insulated bushings. Indenture !y � - p No 7inc die cast fittings will be permitted. Where rigid conduit enters boxes of any description secure the box with locknut on the outside and insulated bushing on the inside. Where EMT enters boxes connections shall be made with insulated throat, rain tight type connectors on each piece of EMT. All entrances of raceway s ystems into outlet boxes, wireways or junction boxes shall be made with the use of insulated couplings. E. Conduit sizes as shown on the drawings are minimum. Where sizes are not shown, use 3/4 inch conduit as minimum size. All conduits should be of adequate size to allow the installation of conductors without excessive strain or damage. Ream out ends of all conduit before installation. Keep dry during construction by properly plugging or capping all ends and swab out before wires are pulled in. All bends shall be made with approved bending device, and all crushed, deformed or injured conduit must be replaced before pulling of wire. Conduit shall be run to avoid proximity to steam and hot pipes, keeping a minimum ot 3 inches between these pipes and the conduit. Do not install conduit larger than I inch horizontally in concrete slabs. All roof penetrations shall be made in adequate time to allow the roofer to make proper flashingc.. F. Empty conduit systems installed for communication systems, public telephones and other systems as indicated on the drawings shall be installed complete with 14 gauge pull wires, or U.L. labeled cord. All pull wires shall be properly tagged on both ends. G.Underground conduit may, at the contractor's option, be fabricated of rigid steel with a heavy coat of asphalt base paint similar to Phelan's "B" asphaltum or P.V.C. UL labeled conduit with all conduit exposed above grade being steel. If P.V.C. is used for service entrance it shall be encased in a minimum of 4" of concrete. All stub -ups or conduit service entrance 90's shall be rigid steel elbows with pvc coating. 1 2.03 FLOOR AND CEILING PLATES A. In each finished space, furnish a chromium plated sectional escutcheon on each conduit or hanger rod penetrating a wall, floor or ceiling. Escutcheons shall be size to fit snugly to all lines. Where required, these plates shall be provided with setscrews so that they shall fit snugly against the finished surface. 2.04 FLEXIBLE CONDUIT by the use of A. All transformers, motors and rotating equipment shall be connected to the conduit systems a section of flexible conduit not less than 12 inches in length nor more than 48 inches in length. This flexible connection shall be furnished for both power and control wiring. B. Flexible metallic conduit shall be constructed from flexibly or spirally wound electro -galvanized steel, Connections shall be made by means of galvanized malleable iron squeeze type fittings except that twist -in type fittings may be used on sizes up to and including 3/4 inch. Wherever flexible conduit is used in damp or outdoor locations, it shall be rated liquid tight, similarly constructed as herein specified but sheathed with a vinyl cover. Fittings shall be liquid tight. Flexible conduit may be furnished by any U.L. labeled domestic manufacturer. C.Furnish and install ground wire for all circuits. Conduit is not to be used as a ground. i D. Connections to recessed lighting fixtures shall be with 3' to 6' flexible conduit from -box. 2.05 WIREWAYS, JUNCTION AND PULL BOXES A. The contractor shall furnish and install all wireways, junction and pull boxes as shown on the drawings and as required. Units shall be fabricated in accordance with NEMA and National Electric Code standards and requirements insofar as material, gauges, dimensions and methods of fastening are concerned. All wireways, junction and pull boxes shall bear Underwriters' Label. Where units are not sized on the drawings, they shall be sized in accordance with NEC standards. They shall be finished in standard gray enamel, with sides and backs spot-welded in position and the removable screw cover mounted with brass machine screws. B. Approved Manufacturers: Any recognized fabricator providing U.L. approved equipment. All wireways, junction & pull boxes shall be grounded in accordance with article 250, NEC. 2.06 CONDUCTORS A. All conductors shall be made of soft drawn annealed copper with a conductivity not less than that of 98% pure copper. They shall be 600 -volt design with stranded or solid wire and with insulation as hereinafter specified. B. All wire shall be THHNITHWN theroplastic insulated nylon jacketed. C.Minimum wire sizes shall be as follows: home runs longer than 1 00 feet 1. Branch circuits on 120/208 volt systems, use #12 gauge, except on actual wire length from the center of the circuit to the panel, shall be #10 gauge minimum. Neutral conductors serving 2 or more circuits shall be a #1 0 gauge minimum. 2. Control Wiring - #1 4 gauge except on runs longer than 50 feet, actual wire length shall be #1 2 gauge minimum. 3. Fixture Wiring - #1 8 gauge. 4. Communications and Signal Systems - as specifically required. D. Direct burial wiring should not be used anywhere. E. All wire #6 gauge and smaller shall be factory color -coded. Where factory color is not available, mark conductors on each end with a one -inch pad of colored pressure sensitive plastic tape or by the use of a brilliant waterproof lacquer properly applied. Colors for each phase and neutral shall be consistent throughout the system. Color code shall be as follows: 120/208 Phase A Black Phase B Red Phase C Blue Neutral White The white conductor shall be the neutral at each lighting fixture. Switches shall be installed in hot legs. F. Installation of conductors shall be made in a neat and workmanlike manner to meet code requirements and shall he run continuous without splice or joint between boxes. Do not install wires in conduit unless s shall be pulled the entire system of conduit and outlet boxes is permanently in place. All conductor using a U.L. approved wire lubricant. G.Make connections to terminals using pressure f�:,)e connectors. Solder joints shall not be permitted. All joints in conductors shall be made by applying a U.L. approved insulated, cadmium plated, live steel spring type connectors in all sizes up to the catalogue capacity of the connectors and in accordance with manufacturer's recommendations. In no case will fixed spring (wire nut type connectors) be allowed. On sizes larger than catalogue capacity of the connectors listed above, joints shall be made with an approved clamp type solderless connector. Where wire sizes larger than the catalogue terminal size must be connected to wiring devices, safety switcheL, or branch circuit breakers; they shall be connected as follows: Install a short length of the largest size conductor which fits the device terminal and connect to this conductor the branch wiring conductor, with connectors herein before specified. Contact area between the two conductors shall be at least twice the cross section area of the larger conductor. Provide oversized boxes as required for this installation. . UL listed and CSA certified for 600 volts, 90' C . Dual rated for copper or aluminum conductor . Cold temperature rated to -45' C . High dielectric strength plastisol is chemical resistant . Black cover is UV rated . Removable port & screw plugs . Prefilled with De -ox . Per NEC Article 310-16 Allowable Ampacities are as follows: #4 - 95 Amps, 1/0 - 170 1/0 - 170 Amps, 310 - 225 Amps, 250 - 290 Amps, 350 - 350 Amps, 500 - 430 Amps, 750 - 535 Amps . Incoming and outgoing conductors must be staged. H. Approved Manufacturers: Wire Connectors - Ideal, Thomas & Betts, 3M. Conduit Connectors - Appleton, -_ Kilark, O.Z., Tomic. Cable Connectors- Ideal, Thomas & Betts, Burndy, 3M. - - 2.07 WIRING DEVICES A. Install on each and every outlet box a wiring device and/or coverplate all as indicated by symbol on the drawings. B. Wall switches shall be 20 amp 120/277 volt flush tumbler switches, ivory color plastic face plate as herein before specified. Switches shall be provided in single pole, 3 -way or key operated as indicated on drawings. Switches shall be similar to P & S Series 501 -1 and 521 -1. C.Convenience and specific equipment outlets shall be 20 amps, 125 volts, 3 wire ground outlets designed for side or back wiring, ivory color plastic face with break -off terminals to permit two circuit wiring. Outlets shall be similar to P & S series 5352-1. itch as herein specified and neon pilot light. Neon light D. Pilot light switches shall be combination toggle sw shall be similar to P & S #1376. E. Special purpose outlets shall be installed as noted. Outlets shall be of the same manufacturer and grade as those herein before specified. F. Coverplates for each and every device shall be furnished and installed by this contractor. All plates shall be one piece. No sectional plates will be allowed. In all finished areas unless specifically noted to the contrary, furnish and install coverplates with matching screws with finish and color white. In toilet rooms and similar areas with ceramic tile and marble walls, furnish and install .040 stainless steel coverplates with matching screws with finish and color as selected by Architect. Where telephone and other communication outlets are required in these spaces, furnish protective grommets. In machinery rooms and other similar areas, furnish galvanized steel plates. G. Isolated ground outlets shall be 20 amp, 125 volt, 3 wire, isolated ground utlets outlets designed for back or side wiring with orange color plastic. 0 shall be similar to P&S #IG6300. H. Approved Manufacturers: Bryant, Arrow Hart, Pass & Seymour, Hubbell, General Electric. 2.08 ENTRANCE BELL SYSTEM A. Contractor shall furnish and install a complete entrance bell system including weatherproof push buttons, bell, power supply, and all interconnecting wiring. All wiring shall be installed as hereinafter specified. Push buttons shall be similar to Edwards Catalog No. 852 and bell shall be Edwards No. 340-61\15 mounted in outlet box. 2.09 ACCESS DOORS ver to the Contractor for A. Each contractor, under the electrical sections of the work, shall furnish and turn o installation access doors as required to operate and service all equipment and valves furnished and installed by him. Access doors shall be of the sizes indicated on the drawings or required for proper access to equipment with mounting straps, concealed hinges, screwdriver locks and so designed that they will open 180'. The doors shall be constructed frum 16 gauge steel with door and frame finished in prime coat finish. B. Approved Manufacturers: Josam, Milcor, Wade or Zurn. Part 3.00 Execution 3.01 GROUNDING A. All electrical systems shall be properly grounded to the incoming water service wi�h approved pressure pipe clamps in accordance with Article 250 of the National Electric Code. AlI interior raceway systems, the main switchboards, lighting and power panelboards, transformers and all motors shall be properly grounded. In addition to these, the neutral leg of each voltage system shall be similarly grounded as required by code or as shown. Where motors and other similar devices are connected using rubber cords, the device shall be grounded using a green ground wire properly connected to both the device and the distribution system ground. vation and backfill for the installation of 3.02 EXCAVATION AND BACKFILLA. the work. All such work the electrical work shall be accomplished by each contractor undef his phase of shall be included regardless of the type of materials encountered in the excavation. All excavation on this project shall be performed in accordance with applicable sections of Division 2 of the specifications ost stringent. or this article of the specification, whichever is the m - bottoms of the B. Trenches for all underground conduit shall be excavated to the required depths. The s shall be tamped hard and graded to secure maximum fall. Should rock be encountered, it shall trenche be excavated to a depth of 6 inches below the bottom of the pipe and befo�e laying the pipe, the space between the bottom of the pipe and rock surface shall be filled with sand and thoroughly tamped. Pipe laid in trenches dug in fill shall be supported down to load bearing undisturbed soil. After the conduit have been inspected and approved by the Owner's Representativ - e and by the local inspecting s shall be backfill with clean dirt as follows. authorities, the trenche tely tamped and wetted down or flushed 1, Backfill shall be installed in layers 12 inches deep, adequa before the second layer of earth is laid in place. This process shall be continued until the trenches -ire filled. No roots, rocks or foreign material of any description shall be used for backfill by this contractor and any excess materials and debris shall be removed from the site by this contractor. Any special backfill material shall be provided as hereinafter specified as shown on the drawings. 2. All excavating and backfilling shall be done in a manner so as noi to disturb adjacent structure and any shoring required shall be furnished. 3.03 HANGERS AND SUPPORTS A. For conduit of small sizes, securely fasten with galvanized iron clamp or Kindorf fittings to hold conduit in place. Heavy conduit 2 inches in size and larger shall be supported singularly or in groups with steel rods or clamped to steel structure. Wire, plumbers strap and similar gadgets shall not be used to fasten conduit. 3.04 SCAFFOLDING, RIGGING AND HOISTING A. Each contractor shall furnish alI scaffolding as required for the installation of his work. He shall either arrange with the General Contractor servicing in connection with any rigging and hoisting required, or provide his own equipment to hoist apparatus to be installed by him into place. Each contractor shall see that any equipment too large to permit passage through normal doorways and access ways is brought to the job and set in place before the spaces are enclosed. 3.05 INSTALLATION OF SWITCHES, STARTERS AND WIREWAYS thick piece of exterior grade plywood A. All switches, starters and wireways shall be installed on a 3/4 -inch furnished and installed by this contractor. Plywood shall be carefully mounted on the wall by means of toggle bolts or expansion shield. B. Board shall be primed and painted with two (2) coats of black enamel before the installation of equipment. All equipment shall be neatly arranged and properly and squarely lined up before fastening number of to board. All starters, switches and wireways shall then be tightly fastened with an adequate round wood screws to properly support the equipment. C. All backboards as required for public telephones and other communication systems shall be fabricated as herein specified for mounting of switches, starters and wireways, with the exception of painted "white". 3.06 KITCHEN AND FOOD SERVICE EQUIPMENT A. This contractor shall rough -in for and make final connections to all kitchen and food service equipment all as shown and required. This shall include power and control wiring. The Kitchen and Food Service Equipment Contractor will furnish all equipment and special control units and will provide raceways for extension of electric wiring from built-in devices such as convenience outlets and control switches to accessible portions of the kitchen equipment. This contractor shall furnish wiring devices for built-in equipment and stainless steel coverplates to match finish on said equipment. He shall also furnish safety disconnects and other miscellaneous protective devices as required by code. All work shall be roughed -in and connected in accordance with approved shop drawings furnished by the Kitchen Equipment Supplier and all work shall be done under his supervision. 3.07 CLEANING A. This contractor shall thoroughly clean all fixtures, switches, panelboards and other devices and equipment furnished and set in place under this contract. All surfaces shall be properly polished and shall be free of paint and other dirt and debris. B. This contractor shall be required to touch up or refinish all equipment furnished with factory applied finishes which have been damaged during the construction of the work. He shall properly protect the front of all panelboards, switchboards and other similar equipment to prevent marring and other defacing. 3.08 TESTING AND LOAD BALANCING A. Test all circuits to assure them to be free of shorts to ground or on grounded neutrals. Light and test each lamp. Prove and test energy available at the load side of disconnect switches and the final point of connection to driven equipment. The contractor shall make all reasonable tests as required by the Owner's Representative to prove integrity of his work and shall leave the complete electrical installation in first class condition and ready for operation. B. The various branch circuits served from the lighting panelboards vary in loading. The contractor shall carefully balance the load on each phase when connecting the various branch circuits in each panelboard. When all loads are turned on, the system is operating at 1 00% demand, the initial, unbalanced shall not exceed 10%. C.Furnish to the Owner's Representative at the completion of the project, or each bonafide portion of the project, a final inspection certificate from the local inspection authority. SECTION 16030 DISTRIBUTION AND CONTROL EQUIPMENT Part 1.00 General 1.01 SPECIAL NOTICE (NO SUBSTITUTIONS ALLOWED) A. Each contractor shall read all relevant documents, become familiar with the job, scope of work, type of general construction, and the architectural, structural, rr, t ohanical and electrical drawings and specifications. Each contractor shall also familiarize himself with the purpose for which these documents have been prepared and shall become cognizant of all the details involved. Each contractor shall coordinate his work with that of others. B. The term "contractor" used in this section of the specification shall mean thp contractor whose work is covered by this section. C. When the term "Engineer" is used in this section of the spechication, it shall mean the consulting electrical engineer. Part 2.00 Products 2 4.01 MAIN SWITCHBOARD (WEST COAST PROJECTS ONLY) A. The switchboard shall be designed for voltage and current characteristics as shown on the drawings and shall consist of one or more standardized vertical sections bolted together to form one dead front, completely enclosed, rigid free standing assembly. The switchboard shall contain all protective devices and equipment with necessary interconnections, instrumentation and control wiring, terminal blocks and mechanical solderless connectors for terminals as required to perform the intended functions. The switchboard shall be designed, factory assembled, wired, tested and inspected in accordance with I NEMA standards for Class as indicated. All i-omponents shall bear applicable UL labels. B. All bussing shall be fabricated from 55% minimum conductivity aluminum or 98% minimum conductivity copper, fully silver or tin plated and rated as shown or scheduled. The main horizontal bus shall be located midwr in the switchboard structure and shall feed vertical bus sections. Each bus feeding a group of switches shalt be designed to contain a current capacity of 80% of the summation of the rating ure rise to 65'C above a 40'C of each device served. Bus bars shall be sized so as to limit the temperat ambient in accordance with latest USA standards. Busses shall be supported on non -tracking high shock insulators designed to withstand 1 00,000 A. RMS short circuit fault. Unit shall be completed with a - full-length ground bus with lugs for each protective device. essure,silver C.Main circuit protective devices shall be single throw, quick -make, quick -break bolted pr contact, load break switches with interchangeable fuse accommodation, arranged for high capacity current limiting fuse with mechanism for dead front operation. D. Switchboard shall be set on a 3 inch raised concrete pad. E. Furnish C.T. and Metering section as shown on the drawings and/or per power company requirements. F. Enclosure shall be rated for exterior use in location as indicated on plans and/or per power company requirements. G.Approved Manufacturers: Challenger, Cutler -Hammer, General Electric, Square D. and Siemens. 2.02 DISTRIBUTION PANELBOARDS See Section 16471. 2.03 LIGHTING PANELBOARDS See Section 16471. 2.04 SAFETY SWITCHES A. Safety Switches shall consist of a box, front and circuit protector devices and shall be manufactured in accordance with NEMA standards and shall bear applicable Underwriters' Laboratories label. The box shall be fabricated from code gauge sheet steel with turned edge around the front for rigidity and for clamping on the front. Standard knockouts shall be provided. The entire box shall be protected with baked on gray enamel over rust inhibitor. Unit shall be furnished for surface or flush mounting in either general purpose or rain -tight enclosures as required. B. Devices shall be quick -make, heavy duty, quick -break fused or unfused switches as indicated and sufficient load break capacity to properly coordinate with service intended for safe operation. Each switch shall have a hinged cover with interlocking to prevent opening when in the "on" position. The number of poles, ampere rating and fuse rating as required shall be as scheduled C.Approved Manufacturers: Same manufacturer as panelboards. 2.05FUSES 4. Fuses shall be furnished and installed by the contractor in all safety switches and all other equipment requiring fuses. B. All fuses shall be of the same manufacturer, shall have characteristics to insure retention of positive selective coordination as designed, shall be of the sizes shown on drawings and schedules, and where not indicated on the drawings, they shall be of the required size for proper operation of the equipment protected. C.Fuses, 600 amperes or less, on circuits serving motor loads shall be dual element with a rrinimum time delay of 10 seconds at 500 PCT rating. They shall also be current limiting class RKS and shall have interrupting capacity of 200,000 amperes RMS symmetrical for the ones in the main switchboard and 1 00,000 amperes RMS symmetrical for the rest of them. - D.Approved Manufacturers: Bussman, Ferraz-Shawmut. 2.06 DIMMER PANELS See Section 16010. 2.07 PHOTO ELECTRIC CONTROL A.Photo sensitive lighting controls shall -be weatherproof enclosed units suitable for operation on 120 volts, 60 cycle power. The control shall function to energize artificial lighting when natural lighting level drops to a preset, adjustable value, and to de -energize artificial lighting when natural lighting level rises above the preset adjustable value. The operation shall be fail safe in that in the event of failure of any components of the control, the artificial lighting shall be continuously energized. B. A time delay device shall be included to prevent switching of artificial lighting due to transient lighting changes. Unit shall be provided with a precise method field adjustment of both on and off lighting levels. d shall be suitable for operation from minus 20' to , he controls shall be temperature compensated an 120' F and shall be completely unaffected by humidity. Switch mechanisms shall be snap acting, of sufficient capacities to adequately handle the loads to be encountered. -aged, stabilized and hermetically sealed unit. The entire unit shall be enclosed in a metal or plastic housing which shall screen out ultra -violet rays, and provide C.Photo sensitive device shall be a solid state pre maximum equipment light and shall be capable of being faced in the desired direction for proper operation. Power consumption shall not exceed 3 watts per unit at any time. The unit shall be factory tested and guaranteed. Unit shall be furnished complete with proper mounting base for installation encountered and furnished complete with all miscellaneous required appurtenances for proper operation in the system D. Approved Manufacturers: Intermatic, Tork, General Electric and Westinghouse. 2.08 CONTACTORS AND RELAYS A. All contactors and relays shall be UL approved, general purpose type, in either NEMA I enclosures or pull boxes as shown and noted. Units shall be furnished with line or low voltage control as noted and with the correct number of poles and current characteristics as shown. Where low voltage operation is indicated, proper transformers shall be furnished. Individually mounted contactors shall be labeled as hereinbefore specified. Where contactors or relays are group mounted, they shall be clearly numbered with laminated engraved plastic plates as specified in 16010 2.07A and a directory shall be properly mounted on the enclosure cover, completely filled out, indicating equipment controlled, all as hereinbefore specified for lighting panelboards. B. Approved Manufacturers: Allen-Bradley, ASCO, or the same manufacturer as the distribution equipment furnished. Part 3.00 Execution 3.01 INSTALLATION OF EQUIPMENT A. All electrical equipment shall be set in place, leveled and connected as indicated on the drawings. All equipment shall be properly protected from damage during storage and construction and shall be thoroughly cleaned and factory applied paint touched up where scratched or otherwise damaged, prior to final acceptance. B. Installation procedures shall be in strict accordance with manufacturer's published instructions and the Contract Documents as hereinbefore specified. . U-11 � OL: - _J I , �!D =(S Ln L'i KZI- �> � >- ad = NL U = =) = = �_ "o _< = (!D m: __J L�j (�D = �:� C',J � CD=) I 0 2� co 0 F_ =)U") I— cll� C3 C-3 I �� -,,-� -< >0 I cr) >< Lf-) r1) L,J Cc C'-4 __J - ARCHITECTS PROJECT �Job # I 12051 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS/ENGINEERS OF ANY DIMENSIONAL ERRORS, OMISSION! OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK - DO NOT SCALE THE DRAWINGS ,,*- %, . - %. % . .,V- . F. N ,Q , Q�-.'�f, :Q� W�,w - - �-p :. C'n y 49 M Issue Date: 5-21-12 REVISION - - -_ - -_ --- _____ ____ A - -_ --- ____ --- A2 8-17-12 - - -_ - A - - - --- - - A IResta u rant #: XXXX OLIVE GARDEN �P 76 =L�- WD � UPDATED THRU: �� 10.1 HSKP 20 DD2-04-2012 zj� ___1V__V__1_______1 ( 10206 N.) \__^___,_/�11�� MICHIGAN RD. CARMEL, INDIANA I Drawing I SPECIFICATIONS� ES1 L0 0 m 0 0 0 N 00 0 vI C 0 0 U 4- U a� Q I a v U a� w I N cn w I LO r` 0 I 00 v 0 U N in N 0 r` I r` n 1-11 U) 0 t - O ry a_ I c� O N I E 0 i N I U) W c- 0 F_ 0 V) 41 0 0 SECTION 16040 LIGHTING FIXTURES Part 1.00 General 1.01 SPECIAL NOTICE. (NO SUBSTITUTIONS ALLOWED) A. Each contractor shall read all relevant documents, become familiar with the job, scope of work, type of general construction, and the architectural, structural, mechanical and electrical drawings and specifications. Each contractor shall also familiarize himself with the purpose for which these documents have been prepared and shall become cognizant of all the details involved. Each contractor shall coordinate his work with that of others. B. The term "contractor" used in this section of the specification shall mean the contractor whose work is covered by this section. C. When the term "Engineer" is used in this section of the specification, it shall mean the consulting electrical engineer. Part 2.00 Products 2.01 LIGHTING FIXTURES A. This contractor shall furnish and install all lighting fixtures as hereinafter specified and scheduled on each and every outlet in accordance with the type designation shown on the drawings. If a type designation is omitted, the fixtures shall be of the same type as is shown for rooms of similar usage. Verify before purchase and installation. B. Fixtures are specified in the schedule by manufacturer's name and catalogue number, but fixtures by listed approved manufacturers which are, in the opinion of the Owner's Representative, similar and equal with respect to quality of materials, components and construction, light distribution characteristics and physical size, shape and appearance, may be substituted. C. All lighting fixtures for recessed installation shall be furnished with proper thermal cutouts as required by the National Electric Code and shall bear applicable UL labels indicating suitability for a recessed installation a_, required for each individual application. 2.02 LAMPS A. All lamps used on this project shall be new, delivered to the job site in the original packing cases and sleeves and shall be of the same manufacturer. All incandescent lamps shall be 130 volt rated. All fluorescent lamps and high intensity discharge lamps shall be of the color indicated in the lighting fixture schedule. All high intensity discharge lamps for interior application shall be phosphor -coated type. B. Provide 10% extra of each type of lamp used at end of job. C. Approved Manufacturers: General Electric. 2.03 BALLASTS A. Ballasts for fluorescent lamps shall be high frequency electronic type, .85 in ballast factor, 20% max THD for two or three lamp operation, and manufactured in accordance with ANSI standards and UL approved. the. All ballasts shall be rated to operate at the service voltage as shown and as specified, plus or minus the deviation which the electric service company is allowed by franchise. B. Approved Manufacturers: Magnatex or Osram. 2..04 POLES A. Light poles shall be furnished with full base covers. Light poles and base covers shall be factory or field painted to match light fixture unless otherwise indicated on plans or schedule. Part 3.00 Execution 3.01 INSTALLATION A. This contractor shall install all lighting fixture as hereinafter specified and scheduled on each and every outlet in ancordance with the type designations shown. If a type designation is omitted, the fixture shall be of the same type as is shown for rooms of similar usage. Verify before purchase and installation. B. It shall be the contractor's responsibility to check the architectural finishes and, regardless of the catalogue number prefixes and suffixes shown, furnish fixtures with the proper trim, frames, supports and hangers, and other miscellaneous appurtenances to properly coordinate with said finishes. Where ceiling construction, requires reinforcing to support the weight of the fixtures, it shall be furnished by this contractor. C.Immediately before final inspection, this contractor shall thoroughly clean all fixtures inside and out, including plastics and glassware, shall adjust all trim to properly fit adjacent surfaces, replace broken or damaged parts and lamp and test all fixtures for electrical as well as mechanical operation. LIGHT FIXTURE SCHEDULE ON PLAN SECTION 16471 PRE -ASSEMBLED POWER DISTRIBUTION UNIT (Owner Provided) Part 1.00 General 1.01 OVERVIEW A..The Control & Power Integration System is a UL Listed method of integrating all building electrical switchgear, electrical controls and, when applicable, energy management systems into a unitized package. For the remainder of this section, this unitized package may also be referred to as the CPI System or Unitized Switchgear. 1.02 SUMMARY A. The CPI System shall be as manufactured by Carolina Products, INC. B. The Unitized Switchgear shall incorporate: 1. All applicable switchgear consisting of Distribution Panelboard(s), Sub-Panelbaard(s), neutral bars and ground bars. 2. All applicable electrical controls components and associated wiring. 3. All applicable sub -panel feeders, control, wiring and branch circuit wiring. All wiring shall be copper conductors with a minimum insulation rating of 75° C. C. Unitized switchgear will include the various components' specification sheets and operation manuals. Carolina Products will supply two (2) copies of as -built drawings to be shipped with the equipment. The above mentioned materials shall constitute a CPI System Manual. If additional manuals are requires, they may be purchased through Carolina products at (800) 736-4455. D.The CPI System shall meet UL 508 and UL 891 and listed as a complete assembly. 1.03 ENCLOSURE CONSTRUCTION A. Enclosures shall be constructed of 1/8" thick aluminum and shall have a neutral brushed finish. B. Each enclosure shall be 84" tall by 12 3/4" deep by a maximum of 47:" wide. C. Each enclosure bottom shall have a minimum of 1-1/8" flange on all sides for stability. Remaining area shall be open for conduit entry. D. Each enclosure shall have a 1/8" thick hinged aluminum door with a raised 1" flange on all sides. This will make the enclosure with its door a total of 11" deep. E. Each enclosure door shall be hinged so that it can be easily removed when necessary, such as during installation. (Exception: If components mounted on the door require wiring interface, this door shall be mounted so that it can not be removed to prevent acciden`al damage of components and wiring.) The removal of the enclosure door shall not require the hinge system to be disassembled. F. Each enclosure door shall be held closed by 1 of 2 methods: 1. Bolted along the edge opposite of :he hinge. 2. A three-point locking handle which consists of extension rods with rollers. This assembly shall be of high quality and ensure the ease of door operation. All locking handles shall be keyed alike. G.Each enclosure shall have all applicable cutouts to expose all circuit breakers. H. Each enclosure shall have a hinged panelboard outer door for each panelboard contained in that enclosure. This door shall be constructed of 1/8" thick aluminum and be non-rernovable. This door will be held closed by a locking flush" style handle. These handles shall be keyed alike. 1. An enclosure and the enclosure door shall constitute a cabinet section. J. These cabinet sections shall be bolted together as needed to form a UL Listed complete assembly. K. Each cabinet section shall be labeled as a Type I enclosure. L. Each cabinet section shall bear the appropriate UL Label on the outside of the enclosure door in plain sight. M.Each cabinet section shall have a metal plate mounted on the outside of the cabinet door and have the following information stamped onto the metal plate: 1. Carolina Products project number for project tracking, 2. Section number X of X total sections, 3. Section Voltage and type of system (ex. 120/208V 3 Phase 4 Wire), 4. Section FLA (Full Load Amps), 5. Section Neutral FLA. 1.04 SWITCHGEAR A. All switchgear supplied by Carolina Products shall be industrial grade manufactured by Square "D" or equal or equal by Cutler -Hammer Westinghouse or General Electric. B. Unless specified in writing by Carolina Products from bodies having authority, Carolina Products reserves the right to choose one of the switchgear manufacturers listed above. C. Fcr the remainder of this section, the terms switchgear, service panelboard(s) or panelboard(s) shall include and apply to all manufacturers. 1.05 SERVICE PANELBOARD SHALL MEET THE FOLLOWING CRITERIA A. UL Listed Equipment. B. Rated for maximum 600 VAC. C. Rated and labeled for use as Service Entrance Equipment, D. Copper Bus red for 1,000A PSI (per square inch). E. Meet all requirements as specified on drawings unless otherwise approved. F. Rated equal to or greater than the maximum available Fault Current. G.Include all branch circuit breakers as specified on drawings unless otherwise approved. H. All lugs, including branch circuit breakers, shall be rate for a minimum of 75° C. I. A Liebert AccuVar Surge Suppression System shall be factory installed and wired by Carolina Products. 1.06 PANELBOARDS SHALL MEET THE FOLLOWING CRITERIA.- A.U. RITERIA.- A.U. L. Listed equipment. B. Copper Bus. C. Meet all requirements as specified on drawings unless otherwise approved. D. Rated equal to or greater than 10,000 AIC. E. Include all branch circuit breakers as specified on drawings unless otherwise approved. F. All branch breakers shall be bolt -on type circuit breakers. G.AII lugs, including branch circuit breakers, shall be rated for a minimum of 75° C. 1.07 FACTORY ASSEMBLED SPECIFICATIONS A. Switchgear 1. Service panelboard and sub-panelboard(s) shall be mounted so that their deadfronts are flush with the enclosure doors. Also, branch circuit breakers shall be accessible without opening the enclosure door. 2. All panelboard(s) shall be clearly labeled, per section 16010 2.4.1, nameplates to be black with white engraved lettering. These labels shall be pop riveted in place. 3. Panelboard(s) shall be provided with a computer generated circuit directory card that will be placed in a metal frame with a Plexiglas cover and pop riveted in place. 4. All ground bars and neutral bars shall be provided and mounted by Carolina Products. 5. All feeder and branch circuit wiring shall be copper conductors with a minimum insulation rating of 75° C. B. Electric Controls 1. Typical control components may consist of but not limited to relays, transformers, contactors, pilot lights, switches, terminal strips, CPI System 2000 or other Owner specified building management system. 2. Components will vary depending upon application and additional components other than those mentioned above may be required. 3. All components shall be factory mounted and wired by Carolina Products unless otherwise specified. 4. All component wiring shall be copper conductors with a minimum insulation rating of 75° C. C.Testing and Quality Control 1. Complete system shall pass a di -electric test per UL 508 standards. 2. Complete system shall be reviewed for proper assembly. 3. All components and associated wiring shall be tested for defects and proper operation. 1.08 INSTALLATION A. When the unitized switchgear is required to ship in multiple sections, the electrical contractor shall assemble these sections according to the accompanying drawings. B. Contractor shall install all bolts, which are provided by Carolina Products, required to join the cabinet sections. C. When necessary, the electrical contractor shall reconnect all wiring plugs or terminate all wires between cabinets as marked by Carolina Products. D. Electrical contractor s'. 311 terminate all field wiring, such as non -controlled branch circuit wiring, as specified on the drawings provided with the CPI System. E. Electrical contractor shall conduct all work associated with the CPI system in a neat and professional manner. 1.09 TECHNICAL INFORMATION Carolina Products 1132 Pro Am Drive Charlotte, NC 28211 (800) 736-4455 A. Please contact the following people for technical information: 1. Tommy Garver - General Manager 2. Ausburr Bridges - Project Engineer 3. Patti Duckworth - Controller Part 2.00 Products Not Used Part 3.00 Execution Not Used w m o� C U ZT zi- ID Qz m i = LLJ Y e Oz c� (n 0 N L-) z Oct X CO w CO N J ARCHITECTS PROJECT Job # 12051 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS/ENGINEERS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK - DO NOT SCALE THE DRAWINGS H .�Z Q Q U7 Z Q J Q 1-- I i Issue Date: 5-21-12 REVISION 02 8-117-1212 Restaurant #: XXXX OLIVE GARDEN P76L-WD) UPDATED THRU:� HSKP 2010.1 DD2-04-2012 0 10206 N. MICHIGAN RD. CARMEL, INDIANA Drawing ELECTRICAL SPECIFICATIONS ES2 ' Scooe of work A 40\1 New,, addressabie fir, alarm syslten­�,, "a' and all ftic,,,:�, Tl­��, to be \-1 _A power S Upp"es are to be m o u, n teI n til -Ha r-, 'y 20VAC ci r c u i t s t l-,, a t a r e t o b e Io c k d a U e d powereidl, coz,,,dicatek"' F, RE Al, ARM DO NO 1 -TURN OFF, as a remote station at ADT Security T1, �\i e a la n`1 i s t o b e t (­', A�.,,_x­ora, CO, By� a dUal line di,-dier to 2 shar,\nd -, Y o op, S t ai I., te hr _4 10, fl :,,\i \" ow switcl,,es as All spirinkler v,-\"\Ivt\",�,,,s as a supervisory, 0 Sn,",,,,oke Detector above FACP, and as an alarm, exits as ala, 100 Manual PL1,111 stations ati-it" 'to, ' a rea D u c t d el e Gt o r s ar e t. o c:\ as in s 11 a 1" 1 e d lini eL-1111C d o supervisory signa-1111'.. ko r c E wh A t1111 a, �,O SIR111 down "m ,e\,r own uni, her, snnoke is detected own,n OCCUIpant rotification is to be general alarm. All :psi :a;' S`[o1[)kjEi So'c"'U'l be syncl",ronized, SITE AP . ..... !R["""' ALARM SY\Q-T,`,`M ................... . ....... ........ ... IN IN E E ME I 110 \R \�,\ 10 OW x 1 Sprinkler Systeirr',: Fully Sprinkled . ................ NFPA 72 g, �g All fire alarm devices a.,re to 0 0\1 1\01 N N 0 IME 'Iq xxx\ Occupancy Load 364, manufactures instructions, U U 1 2 Number of Stories 1 2, A ConsM_iction 'Type V-13 + \,. d, ­arr)l c*1 , c\ v e s compatib, e, 3 P All w i, to be ih-i cond- '0111s1s, ck box 'to above the false thiebari Number of AF-It\_1111 6 2, Wire may be run expos\.,,, -1\_,1 0, L t b e a t t a c building strUcv\_\n-"e or supported ZZ5 Is U I k the 1111\111N 1 \ by v,\\\,�"d rm,,­igers, FA1 2 Fire Alcau,","'I"', Play', = Power Linn,--ule,"t Fy, FPLP Ali is be installed in 11 All wire is to be J \".,\e w off-ierwise noted,, wil"!"ing to ,E, = Installation 1--A1,5 = Electrical Layout with,, the adapted N A 70 (NEC Section 760)NFPA 72 and all local codes. accordance $1 6 Control and C'W 131k the manager's office ur'�ess t1re AHJ �s are to be nted n tin panels power 1\111, I I r it , e r w s e, T1 e v a r e c, 4 F, e n o o r e t, a t ind­ies above the'lloor totl­�e top of w u,, d 111"2 A IT X, the cabinet, X_ Annunciator Ke\\-,,Iypads fi"", be r-, 54 t"I.-It'n to the top ar,-', be\,\d at mches above of,the unit unless AH1\_l ires ,,e req u oil-iierwise. 8, ......... 1\213\ 1,".E'.'re HHLN, V V I ,o� I e, Hres otf rwise, AHJ reqUM, ICE the _01�1�� Wall be 80 incl -ms to tl­,e bottom box above 9, mounted a,ndll sh'all! mounted at offl-e , thdissl fini­,`l g. " n., �\v%,"'I"', T",Tl­�e is the ,\,­zs X� -4 v Ceiling [ed s o b e s a ed based ceiling hght 20'aii ceilings in 11 mouN Z, on a ei of 1 kl.11 are 14'o,Ie,,ss, \1 xs\ I I 1-N 11\1 1panel I 120VAC 'to ff-iefire ala n"",, control and all J ns 'k deC"-1c,­.,ted1 'The ito be locked label "FIRE ALARM DO owe,,,-, supK,)1, on U! c`rcuit(s" are and NOT TURN SITE AP . ..... !R["""' ALARM SY\Q-T,`,`M ................... . ....... ........ ... IN IN E E ME I 110 \R \�,\ 10 OW x 1 Sprinkler Systeirr',: Fully Sprinkled M 'S "'N NFPA 72 g, �g All fire alarm devices a.,re to 0 0\1 1\01 N N 0 IME 'Iq xxx\ Occupancy Load 364, K,000 . ....\\ 000 W ....... , ME _6 0'. 10\1� 0: �w \� \ g "h 111 ka, \\0 Ishind,wImmou \\\\sNw­ \\ww, ffl\0\N I NIMUI I d xZ0.W\ r NNE E INS\\ EX1 NO 1010\111 �\\M 00001, N M— X—­ g gN g % WN \011 \\mr%%%\\1N1w j \\\\\\\\\\\\\ \ \ \ \ \\\\\\\N %%itit 001 SN \\\\\\\\\\\\\\\O r 1%\60004%1\1\ \ ` \ 11, 110 110 a 'R ILL161 N%%. 1110 01% 4AN\\4", msa\\\%%%\\ \e\&-,%%\\\ , %%%wome, %%\\.J11,\ wo, L %1\66mal %wo %% a ............. ............ FP'k\ 7m d fition ire alarcoe 20u,," t\:a 4 n ta K N F PA 7 1�'111 Mal electrical codt""! U 0 N I edition as amended International F i\ t International 13� Code 2006 edition as amended -4 n e d i t i o n a s A m e n "Je d Ilnternatio-zr',�Call 11T1 Accessi bilit'y General notes, 11 VIN' 1 LJ\' 11 111 L LJO, 1, 1 1 r Sprinkler Systeirr',: Fully Sprinkled 11 D NFPA 72 1, All fire alarm devices a.,re to according fli-,iethe req,\�_iren,,­ients of and the Occupancy Load 364, manufactures instructions, U U 1 2 Number of Stories 1 2, A ConsM_iction 'Type V-13 + \,. d, ­arr)l c*1 , c\ v e s compatib, e, 3 Door Holders NO All w i, to be ih-i cond- '0111s1s, ck box 'to above the false thiebari Number of AF-It\_1111 6 Wire may be run expos\.,,, -1\_,1 0, L t b e a t t a c building strUcv\_\n-"e or supported ZZ5 Is U I k the 1111\111N 1 \ by v,\\\,�"d rm,,­igers, FA1 2 Fire Alcau,","'I"', Play', = Power Linn,--ule,"t Fy, FPLP Ali is be installed in 11 All wire is to be J \".,\e w off-ierwise noted,, wil"!"ing to ,E, = Installation 1--A1,5 = Electrical Layout with,, the adapted N A 70 (NEC Section 760)NFPA 72 and all local codes. accordance $1 6 Control and C'W 131k the manager's office ur'�ess t1re AHJ �s are to be nted n tin panels power 1\111, I I r it , e r w s e, T1 e v a r e c, 4 F, e n o o r e t, a t ind­ies above the'lloor totl­�e top of c,,,, s t I t S e q u u,, d 111"2 the cabinet, Annunciator Ke\\-,,Iypads fi"", be r-, 54 t"I.-It'n to the top ar,-', be\,\d at mches above of,the unit unless AH1\_l ires ,,e req u oil-iierwise. 8, Mal"I 4 -`\\\,) ['� flo to`­­ce-,r\rIe,-- of the box unless ' 1,".E'.'re HHLN, V V I ,o� I e, Hres otf rwise, AHJ reqUM, the Wall be 80 incl -ms to tl­,e bottom box above 9, mounted a,ndll sh'all! mounted at offl-e , thdissl fini­,`l g. " �\v%,"'I"', T",Tl­�e is the ,\,­zs 'C""EC", ''oted with a candela rating noted ,'-,,ear -4 v Ceiling [ed s o b e s a ed based ceiling hght 20'aii ceilings in 11 mouN Z, on a ei of 1 kl.11 are 14'o,Ie,,ss, xs\ I I 1-N 11\1 1panel I 120VAC 'to ff-iefire ala n"",, control and all J ns 'k deC"-1c,­.,ted1 'The ito be locked label "FIRE ALARM DO owe,,,-, supK,)1, on U! c`rcuit(s" are and NOT TURN tub back boxes., sumy ir, all. co, iduit s ups, power ,ter 'd to r devices, conne',""",ion conldLlilrequirk"N"Jill C, & any under ground co, and wiring outside 11he .6,1, ur\d wire 's to b,, T, V, 1�, L,� I t" C:l kler racW d d 11 isory coi ifi sry sill, all a a s a s prinkler sys, �m supe, switch es p y, n l'H A '111H ADT to Tr V I t"111 ianica 0 saa UUC0tedsnkedets, s q" to nakE SUPPly a!I ed, duc.,11. 1z, C11" cl I R 0 r. A D I o n n e c ti o s t o th ii,­,sfalle ,,," a a," to "the teri-r-hrmls by r�,­"ed for e prow. k" L"I 4,� 'ow cl f -he d t1--" ­F' Punless �­tat-d' the AHJ ot U v at oh­,e.,wse y y :v vA, 11 -rd to be coi-r--c-­'ovi P to p o,, HIg music system s M le "I"'Ll "n, C) I Mg at- ,A V n Upon `etion,­' t',,",\ h-st'-fl- "m t 2 for built, set is lo be compl z> uc"u k U v. e one as sels of plans shC"l, k"', oe lire 'ar 's be to ao a al m H"T to returned Panel, ot ,e- set ADT, \ k \� �, �, I x g k ` `%\ -\ L ` D U 111L., 111L.J\1111 1111 ML.\: ;%\\ I N11 %1L.1111 11 V 111N JaCk 111 11 kL.J11\\ IN441 Occupancy Type: A-2 11 VIN' 1 LJ\' 11 111 L LJO, 1, 1 1 r Sprinkler Systeirr',: Fully Sprinkled 11 D 15k "Total Area 8395 sq ft Occupancy Load 364, U U 1 2 Number of Stories 1 "\� fl 0 0 ConsM_iction 'Type V-13 Egress Doors NO I 183 W, FX "J Door Holders NO Number of AF-It\_1111 6 • \1\11\\\\&-4\\11\\` I L 1 !\\Nk 1z X\ ZZ5 ....... .... FA1 1 =Cover Page& FA1 2 Fire Alcau,","'I"', Play', = A13 = Riser Diagram & Battery C­ICL.1111a,tions 11 FA1 4 Details = Installation 1--A1,5 = Electrical Layout FA1,,6 Panel Details FA2.,1 Layout FA3,1 CCTV Layout 110% + 11 VIN' 1 LJ\' 11 111 L LJO, 1, 1 1 r ............ , jf' 11 D 15k C yA 1420"Ik"), Aurora, 0 8 U U 1 2 "\� fl 0 0 P k, c5i U \,,0p"_ A `Z I 183 W, FX "J Filre a1arm des ii. ......... >\\\4,\i1 ilr%ier ................................... .......... ..................... ADT Security &\,,,-1-,arvice Mike Olsen Nicet 106934 120 West Park Drive Birmingham,AL 35211 Phone,205-940,-7350 FAX, 205-942-4943 OPERATION MATRIX SYSTEM OUTPUTS CONTROL NOTIFICATION ANNUNCIATOR -------- 7 d Az \Cy / ',4-' O O /o 0 C2 00�34Q�,�P,pJO pj# O Co \Cj jD %,;+C,G CP fg. 0 /d co �G C�O SYSTEM OUTPUTS A B C D 1 E F G H I i 1 SPRINKLER WATERFLOW 2 SMOKE/HEAT DETECTOR (FACP) 0 0 0 0 0 2 ii 3 MANUAL STATION 0 0 0 0 0 3 4 4 KITCHEN ANSUL SYSTEM 'D - — ----------- - - . ..... . .. 5 DUCTS DETECTOR 0 5 6 VALVE TAMPER 6 7 FIRE ALARM SYSTEM AC 0 0 a 0 7 POWER FAILURE FIRE ALARM SYSTEM LOW 8 t 0 0 0 BATTERY a OPEN CIRCUIT 0 0 0 0 T- ------ 10 GROUND FAULT a 0 10 11 WIRE -TO -WIRE SHORT a 11 (SLC & NAC) — — - --------- - ---- — — ------ - --------- - 12 WIRE -TO -WIRE SHORT (IDC) 0 0 12 — -- ------------ t ---- - - — ----- 13 '1 LOSS OF CARRIER 0 0 0 1 1 4 T,13 SU UENCE OF OPERAI ION MATRIX FIRE ALARM Y S M MISC. This design including specifications, drawings, and design concepts is the property of ADT Security Systems, Inc, ( ADT), and is furnished on a confidential basis, with the expressed understanding that it will not be sold, transfered, copied, or used to the detriment of ADT without written permission, The recipient further agrees not to disclose the contents to any other party except for the specific purpose contracted for with ADT. ADT makes no representations as to the operability or accuracy of any systems, subsystems, assemblies, or other information contained herein unless specifically identified for Construction, \\. CONTRACTOR I J CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS/ENGINEERS OF OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK - DO NOT SCALE DRAWINGS ATTENTION: THESE DRAWINGS MAY CONTAIN CONFIDENTIAL INFORMATION AND SHOULD NOT BE DISTRIBUTED DRAWING ACCEPTANCE: IT IS THE RESPONSIBILITY OF THE LOCAL ADT SALES & SERVICE OFFICE (SSG) TO REVIEW THE CONTENT OF THESE DRAWINGS FOR ACCURACY AND COMPLIANCE WITH LOCAL AND STATE CODES PRIOR TO RELEASING THEM TO THE FIELD. RECORD DRAWINGS: ALL WORK PERFORMED IN THE FIELD SHALL BE ACCURATELY RECORDED ON THESE DRAWINGS AND RETURNED ADT NATIONAL ACCOUNTS OFFICE AD ADT SECURITY SERVICES, INC. 120 WEST PARK DRIVE BIRMINGHAM, AL 35211 ATTNi OLIVE GARDEN - AS-BUILTS @01 0\0 A Aff g N h k z ZVENk" V\40101", NOW, N F I RIE" AL11A R M COVER P A b q ""q z Nllkc C11 \ € 5 • \: �\. _ . __ ..... ..... . 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Hill \, ...: :: \ � ... ..\ a,.,: \\ .......,...... \ \ ,\,. \ teaZ ii€ jjL :fi _LQ1�!miANUM��: \ \ \ ................... \ \ : \ , \ 7 , , \ \ \ r \ e \\ e z \\ .` .` _ ..... ...... \\ \ \ \ c \ a, x „ e` \ \\ :\ E _.....� .. ,,,,,,..,., q \. \, , . , ..x .:.,,,,,,,,,,,,, , : � \ Y\ \ a . \. ., . .. .... ,.. .:. .. ., ,....... ....... file ��: ...\ \ E .,..�\in \\\• , f \ � i \ T i 3 : • \ _. a \ \ \\\, , \ c \ \ \. \\ \ \ MUM :a\ .. \ \ room ..: - , , a tee, :.;,. ,\ y �. � i in ,. \ c.1 in 1 H i 1 s, ;,..................................................._.,...,,.,,,,....,.._..____..._.,..ate :•\ , , a.: i in .. \\ LILa , oe, . • \ „ i. �—� ':.: ,in j E , \, I \. \ \:: \ i i. , ...... ......y_.,.,, .. ,.,,......,,,,,.,. .......v.,.,.,.,.,.,.,.,.�..,.........................a....v......., ....... ,.a......................,........ ^...,.................� ..... • `"S,v� v0.:,... ,::..vv� .. ...... u .., �.,....,,...,. e ,,,,„,,,,,,,,.... ....,............ ........ ........ ..........iii E ii in i j3il 1 i : , ;\-�': .. i .. ., ... �.� ... .....................a .........................� . ..\a.......a............,.i....... �.;.i,....., i..............a.......5: ... \•` ... r ,4111 i This des i9 n includin9 spec ecifications, drawings, and design concepts is the property of ADT Security Systems, Inc, (ADT), and is furnished on a confidential basis, with the expressed understanding that it will not be sold, transfered, copied, or used to the detriment of ADT without written permission. The recipient f urther agrees not to d i sc l ose the contents to any other party except f or the spec i f i c purpose contracted f or w i th ADT, ADT rakes no representat i ons as to the operab i l i ty or accuracy of any systems, subsystems, assemb l i es, or other i of ormat i on conta i ned here i n un l ess spec i f i ca l l y i dent i f i ed for Construct i on, \. ,. .n. ..\\`,,. .., )NTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS 1T THE JOB SITE AND NOTIFY E ARCHITECTS/ENGINEERS OF ANY DIMENSIONAL ERRORS, MISSIONS OR DISCREPANCIES BEFORE BEGINING OR 4BRICATING ANY WORK - DO NOT SCALE DRAWINGS ATTENTION: THESE DRAWINGS MAY CONTAIN CONFIDENTIAL INFORMATION AND SHOULD NOT BE DISTRIBUTED DRAWING ACCEPTANCE: IT IS THE RESPONSIBILITY OF THE LOCAL ADT SALES L SERVICE OFFICE (SSG) TO REVIEW THE CONTENT OF THESE DRAWINGS FOR ACCURACY AND COMPLIANCE WITH LOCAL AND STATE CODES PRIOR TO RELEASING THEM TO THE FIELD, RECORD DRAWINGS: ALL WORK PERFORMED IN THE FIELD SHALL BE ACCURATELY RECORDED ON THESE DRAWINGS AND RETURNED TO THE ADT NATIONAL ACCOUNTS OFFICE AT, ADT SECURITY SERVICES, INC. 120 WEST PARK DRIVE BIRMINGHAM, AL 35211 ATTNI OLIVE GARDEN AS_ BUILTS Ranking FIRE ALARM I'll, .. 11 ' y. �' y "� , v.y .. _. ..... ,1_..111, \. \ \. v. . v .. .... v. \ . y �, , \:_, .. \, .11 11_ . _.._ _ 1111_._ _ __ 1111_ . ___....__.._. ' -> .v ..;_ 1:11:1, C _. , . `-" .A , I v_ \ \ .... - -.... .. \ : 11 I �: .. v,:: _ :1111 \: v v ...: 1111 ;;,. \ ;..:; \ ..- \ ..' \ FIRE RATED PENETRATION SCHEDULE , yvvvvy TYPE OF PENETRATION CONCRETE OR MASONARY FLOORS WALLS UL SYSTEM # UL SYSTEM # GYPSUM FLOORS UL SYSTEM BOARD/FRAME WALLS # UL SYSTEM # "SPECSEAL FIRESTOP" PRODUCTS METAL CONDUITS ANY SIZE CAJ1079 WJ1055 FC1010 WJ1049 SSS100 SEALANT CAJ1213 CAJ1213 WJ1088 LC150 SEALANT CAJ1198 CAJ1198 WL1062 PENS00 SILICONE PVC CONDUIT 2" AND SMALLER CAJ2031 WJ2018 FC2032 WL2093 SSS100 SEALANT PVC CONDUITS 2" THRU 4" CAJ2038 CAJ2038 FC2033 FC2029 FIRESTOP COLLAR CAJ2045 CAJ2045 FIRESTOP COLLAR CAJ2124 CAJ2124 FC2033 WL2059 WRAP STRIPS CABLE TRAY STEEL OR ALUMINUM CAJ4029 CAJ4029 WL4008 FIRESTOP PILLOWS CAJ4020 CAJ4020 FIRESTOP MORTAR CAJ4009 WL4005 SSS100 SEALANT ELECTRICAL BUS DUCT CAJ6009 CAJ6009 .. ... , \. \ ; \.. , FIRESTOP MORTAR CAJ6008 CAJ6008 WL6001 SSS100 SEALANT MAX. 3" CABLE BUNDLES CAJ3133 WJ3022 FC3015 WL3076 SSS100 SEALANT > is `''\ \ _....._.. _........ 1111.. . NOTES: 1. ALL U.L. LISTED SYSTEMS SHOWN ABOVE ARE BASED ON PROVIDING A 1 & 2 HOUR RATED FIRESTOP. WHERE 3 HOUR RATING IS REQUIRED, CONTACT FIRESTOP PRODUCT MANUFACTURER FOR DESIGN MODIFICATIONS. 2. ALL U.L. LISTED SYSTEMS SHOWN ABOVE ARE BASED ON "SpecSeal Firestop" PRODUCTS FROM SPECIFIED TECHNOLOGIES, INC. 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NN \i This design including specifications, drawings, and design concepts is the property of ADT Security Systerls, Inc, (ADT), and is furnished on a confidential basis, with the expressed understanding that it will not be sold, transfered, copied, or used to the detrirlent of ADT without written perrlission, The recipient further agrees not to disclose the contents to any other party except for the specific purpose contracted for with ADT, ADT rTakes no representations as to the operability or accuracy of any systeris, subsysterls, asserlb l i es, or other i of orrlat i on contained herein unless specifically identified for Construction, .i .v , a.. -, �" I'. .. .,...'. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS/ENGINEERS OF OF ANY DIMENSIIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK - DO NOT SCALE DRAWINGS ATTENTION: THESE DRAVINGS MAY CONTAIN CONFIDENTIAL INFORMATI�I AND SHOULD NOT BE DISTRIBUTED DRAWING ACCEPTANCE: IT IS THE RESPONSIBILITY � THE LOCAL ADT SALES 8 SERVICE OFFICE (SSO) TO REVIEW THE CONTENT OF THESE DRAWINGS FOR ACCURACY AND COMPLIANCE VITH LOCAL AND STATE CODES PRIOR TO RELEASING THEM TO THE FIELD. RECORD DRAWINGS: ALL VORK PERFORMED IN THE FIELD SHALL BE ACCURATELY RECORDED ON THESE DRAVINGS AND RETURNED TO THE ADT NATIONAL ACCOUNTS OFFICE ATS ADT SECURITY SERVICES, INC. 120 VEST PARK DRIVE BIRMINGHAM, AL 35211 ATTN� OLIVE GARDEN - AS-BUILTS '.. ,..:: �- < u... , �. � �. I ,....... 1-11-1-11 .\ � � 1111.. \ r ::........`. <'-'..._...� \. a \ ` :C \. \ "\ ,,, VV L"ll \. , a v , v_..v_. _ . 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L L ' .. ... cale: NTS - ... - ­. L" ... . . FA Scale: NTS X, ­ � A Scale: NTS ,� L .� r�,L'::"Z,\ I ,i� �, � � �', � � i'-, ,��' v�. i_zz Z�� � � A .1 I "", ,.. :1 ,,� ... lk I le-V'r _'), :::: *... L q:� L.:�: 1:� :�LL L X U 'FOR Pi: -__`-""1'_ �: I \,, I 1_1 M11 11 I i�:i I`\ I. L��, � -­I M 1.11 ... :1 �;. , . .11 , ...... � FIRE ALAR ::,��, I "' I., .1. . , 11 'i \ IL \ INSTALLATI \"� I I \� I � 11ON I q� 11 ` '' :�t ,, "I ., 11 I.I.. iL � �LLL .1. I L ' L L . - L" .:.: DETAILS N', I.. LL ... 1. L :� 1�.� 1. �`� I I ::�: I 1'�'. 'L :, X :..� :­ � ,:: .1 . I 1L.'.' .1- .. .1 11 . , L� �1. .� -t! .�i ".., I ,:.:. I.. :1 ... ... .1 ...... 0:9 .. " 1 N ".. '" """' 11 , I � . " , N� � 11 . � I i t i : I : I ..... : I I i I : I : ____� A 11: = . ... ........... F" z § § i z I i Ij : 4: 4 ��. , � " ./ .,- -1 . . . �** I" .... : . . . � '..." " � '..." I" I� . V ,"'.. ,, : I .." : I ,, . 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I..,.,:,:.._.�;:._..: m pad. ....... un ,. \` 11- 91 _...,,.. gs ...... nx�° m �.. .......... _ i Hal $h_ 1111 110 \., i AIN "', _: v 111 R I In Mk ., \\ \, € ;�•. ` ta,...�........ ..,.........,..,iso..,,,,,....,........... I..,.,:,:.._.�;:._..: m pad. ....... un ,. \` 11- 91 _...,,.. gs ...... nx�° m �.. .......... _ i 0 4"x4"x2-1 /8" J—BOX WITH 3/4" CONDUIT TO FOR THE DEVICES AS LISTED ON THE PLAN AND THE MOUNTING HEIGHT AT 80 ABOVE THE FLOOR TO THE CENTERLINE OF THE BOX. �'. t=f )7 77 77 4 x4 x2-1/8 J— BOX WITH T— BAR HANGER AS SHOWN IN DETAIL N.1 ON THE DETAIL SHEET. , 2"x4"x2-1 8" J—BOX WITH 3/4" CONDUIT TO FOR THE DEVICE AS LISTED ON THE PLAN AND THE MOUNTING HEIGHT AT 48" ABOVE THE FLOOR TO THE CENTERLINE OF THE BOX, UNLESS NOTED OTHERWISE. 4"0"x2-1/8" J BOX WITH 3/4)' CONDUIT TO FOR THE DEVICES AS LISTED ON THE PLAN AND THE MOUNTING AT THE UNIT. 77 )7 7f )7 0 K E DETECTOR �. TO THE DUCT MOUNTED SM R IN ROOF x4 x 1 8 J BOX WITH 3 4 CONDUIT 2 2 TOP UNIT (RTU). THE REMOTE TEST STATION IS MOUNTED IN THE OFFICE. ff 77 7f 7f 6x4 x2 1 8 J BOX WITH 3/4 CONDUIT TO STI t THE FIRE ALARM ANNUNCIATOR MOUNTING HEIGHT IS 54" ABOVE THE FLOOR TO THE CENTERLINE OF THE BOX. -•; 77 7f 4f7 x477 x2-1/8 J BOX WITH 3/4 CONDUIT TO THE ALARM PANELS IN THE OFFICE. THE CEILING BAR HANGER AS SHOWN IN DETAIL N.1 ON THE DETAIL LMOUNTED SMOKE DETECTOR IS MOUNTED IN THE OFFICE. T N.2 ON THE DETAIL SHEET. •. PROVIDE 12OV POWER FOR THE FIRE ALARM AND EVAC PANELS AND THE BURGLAR ALARM PANEL ON DEDICATED CIRCUITS. FOR THE DEVICE AS LISTED ON THE PLAN AND PROVIDE A CHASE FROM INSIDE THE BUILDING TO INSIDE THE ROOF TOP AC UNIT. This design including specifications, drawings, and design concepts is the property of ADT Security Systems, Inc, (ADT), and is furnished on a confidential basis, with the expressed understanding that it will not be sold, transfered, copied, or used to the detriment of ADT without written permission, The recipient further agrees not to disclose the contents to any other party except for the specific purpose contracted for with ADT, ADT makes no representations as to the operability or accuracy of any systems, subsystems, assemblies, or other information contained herein unless specifically identified for Construction. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS/ENGINEERS OF OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK - DO NOT SCALE DRAWINGS ATTENTION: THESE DRAWINGS MAY CONTAIN CONFIDENTIAL INFORMATION AND SHOULD NOT BE DISTRIBUTED DRAWING ACCEPTANCE: IT IS THE RESPONSIBILITY OF THE LOCAL ADT SALES & SERVICE OFFICE (SSO) TO REVIEW THE CONTENT OF THESE DRAWINGS FOR ACCURACY AND COMPLIANCE WITH LOCAL AND STATE CODES PRIOR TO RELEASING THEM TO THE FIELD. RECORD DRAWINGS: ALL WORK PERFORMED IN THE FIELD SHALL BE ACCURATELY RECORDED ON THESE DRAWINGS AND RETURNED TO THE ADT NATIONAL ACCOUNTS OFFICE ATS ADT SECURITY SERVICES, INC. 120 WEST PARK DRIVE BIRMINGHAM, AL 35211 ATTNi OLIVE GARDEN — AS—BUILTS \ < \\ ; \,;• ,.. ..........�. \ < \\\%: \;\.�, \, awas \ \ v A , 8, 17 2 A `\ A > .. �_ .. ,.... r r. : MICHIGAN RD, \ ?ANA FIRE ALARM \\�\\\\\\\ t \ NA&M �0 �. 0 4"x4"x2-1 /8" J—BOX WITH 3/4" CONDUIT TO FOR THE DEVICES AS LISTED ON THE PLAN AND THE MOUNTING HEIGHT AT 80 ABOVE THE FLOOR TO THE CENTERLINE OF THE BOX. �'. t=f )7 77 77 4 x4 x2-1/8 J— BOX WITH T— BAR HANGER AS SHOWN IN DETAIL N.1 ON THE DETAIL SHEET. , 2"x4"x2-1 8" J—BOX WITH 3/4" CONDUIT TO FOR THE DEVICE AS LISTED ON THE PLAN AND THE MOUNTING HEIGHT AT 48" ABOVE THE FLOOR TO THE CENTERLINE OF THE BOX, UNLESS NOTED OTHERWISE. 4"0"x2-1/8" J BOX WITH 3/4)' CONDUIT TO FOR THE DEVICES AS LISTED ON THE PLAN AND THE MOUNTING AT THE UNIT. 77 )7 7f )7 0 K E DETECTOR �. TO THE DUCT MOUNTED SM R IN ROOF x4 x 1 8 J BOX WITH 3 4 CONDUIT 2 2 TOP UNIT (RTU). THE REMOTE TEST STATION IS MOUNTED IN THE OFFICE. ff 77 7f 7f 6x4 x2 1 8 J BOX WITH 3/4 CONDUIT TO STI t THE FIRE ALARM ANNUNCIATOR MOUNTING HEIGHT IS 54" ABOVE THE FLOOR TO THE CENTERLINE OF THE BOX. -•; 77 7f 4f7 x477 x2-1/8 J BOX WITH 3/4 CONDUIT TO THE ALARM PANELS IN THE OFFICE. THE CEILING BAR HANGER AS SHOWN IN DETAIL N.1 ON THE DETAIL LMOUNTED SMOKE DETECTOR IS MOUNTED IN THE OFFICE. T N.2 ON THE DETAIL SHEET. •. PROVIDE 12OV POWER FOR THE FIRE ALARM AND EVAC PANELS AND THE BURGLAR ALARM PANEL ON DEDICATED CIRCUITS. FOR THE DEVICE AS LISTED ON THE PLAN AND PROVIDE A CHASE FROM INSIDE THE BUILDING TO INSIDE THE ROOF TOP AC UNIT. This design including specifications, drawings, and design concepts is the property of ADT Security Systems, Inc, (ADT), and is furnished on a confidential basis, with the expressed understanding that it will not be sold, transfered, copied, or used to the detriment of ADT without written permission, The recipient further agrees not to disclose the contents to any other party except for the specific purpose contracted for with ADT, ADT makes no representations as to the operability or accuracy of any systems, subsystems, assemblies, or other information contained herein unless specifically identified for Construction. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS/ENGINEERS OF OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK - DO NOT SCALE DRAWINGS ATTENTION: THESE DRAWINGS MAY CONTAIN CONFIDENTIAL INFORMATION AND SHOULD NOT BE DISTRIBUTED DRAWING ACCEPTANCE: IT IS THE RESPONSIBILITY OF THE LOCAL ADT SALES & SERVICE OFFICE (SSO) TO REVIEW THE CONTENT OF THESE DRAWINGS FOR ACCURACY AND COMPLIANCE WITH LOCAL AND STATE CODES PRIOR TO RELEASING THEM TO THE FIELD. RECORD DRAWINGS: ALL WORK PERFORMED IN THE FIELD SHALL BE ACCURATELY RECORDED ON THESE DRAWINGS AND RETURNED TO THE ADT NATIONAL ACCOUNTS OFFICE ATS ADT SECURITY SERVICES, INC. 120 WEST PARK DRIVE BIRMINGHAM, AL 35211 ATTNi OLIVE GARDEN — AS—BUILTS \ < \\ ; \,;• ,.. ..........�. \ < \\\%: \;\.�, \, awas \ \ v A , 8, 17 2 A `\ A > .. �_ .. ,.... r r. : MICHIGAN RD, \ ?ANA FIRE ALARM \\�\\\\\\\ t \ NA&M �0 This design including specifications, drawings, and design concepts is the property of ADT Security Systems, Inc, (ADT), and is furnished on a confidential basis, with the expressed understanding that further agrees not to disclose the contents to any other party except for the specific purpose contracted for with ADT, ADT makes no representations as to the operability or accuracy of any systems, „v .. ;.,_ \ CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS/ENGINEERS OF OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK - DO NOT SCALE DRAWINGS ATTENTION THESE DRAWINGS MAY CONTAIN CONFIDENTIAL INFORMATION AND SHOULD NOT BE DISTRIBUTED DRAWING ACCEPTANCE: IT IS THE RESPONSIBILITY OF THE LOCAL ADT SALES & SERVICE OFFICE (SSG) TO REVIEW THE CONTENT OF THESE DRAWINGS FOR ACCURACY AND COMPLIANCE WITH LOCAL AND STATE CODES PRIOR TO RELEASING THEM TO THE RECORD DRAWINGS: ALL WORK PERFORMED IN THE FIELD SHALL BE ACCURATELY RECORDED ON THESE DRAWINGS AND RETURNED TO THE ADT NATIONAL ACCOUNTS OFFICE AT, ADT SECURITY SERVICES, INC. 120 WEST PARK DRIVE BIRMINGHAM, AL 35211 ATTNi GLIVE GARDEN - AS-BUILTS Ilif \ „v .. ;.,_ \ CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS/ENGINEERS OF OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK - DO NOT SCALE DRAWINGS ATTENTION THESE DRAWINGS MAY CONTAIN CONFIDENTIAL INFORMATION AND SHOULD NOT BE DISTRIBUTED DRAWING ACCEPTANCE: IT IS THE RESPONSIBILITY OF THE LOCAL ADT SALES & SERVICE OFFICE (SSG) TO REVIEW THE CONTENT OF THESE DRAWINGS FOR ACCURACY AND COMPLIANCE WITH LOCAL AND STATE CODES PRIOR TO RELEASING THEM TO THE RECORD DRAWINGS: ALL WORK PERFORMED IN THE FIELD SHALL BE ACCURATELY RECORDED ON THESE DRAWINGS AND RETURNED TO THE ADT NATIONAL ACCOUNTS OFFICE AT, ADT SECURITY SERVICES, INC. 120 WEST PARK DRIVE BIRMINGHAM, AL 35211 ATTNi GLIVE GARDEN - AS-BUILTS it will not be sold, transfered, copied, or used to the detriment of ADT without written permission, The recipient subsystems, assemblies, or other information contained herein unless specifically identified for Construction. R \ \\\ .. L D \' , ".•\ Ilif .100 :: zi S XX it will not be sold, transfered, copied, or used to the detriment of ADT without written permission, The recipient subsystems, assemblies, or other information contained herein unless specifically identified for Construction. R \ \\\ .. L D \' , ".•\ Ilif 4 \\\ \\ ........... ............ • . . . . . . . . . . . . . . . . . . . . . ......... .......... .......... ..................... . Dz z __. \. J; z z . . . i _. LED #'Y kn vP; E : � Description Manufacture/Part Number k33f C:78J CEQSed-a'S'. 171 _ Security Alarm Control FOCUS Surface mounted enclosure provided ., . ; .. I 1 Panel CADET Top 72" AFF conduit to ceiling ..... .,... ...... o ...... ........... ... .. ,,,,"., ......... ,,...,...,, ... Zone 8 •:>, :.. „ 52" AFF conduit to ceiling __ ........... _.________ .,................, O \\ ........... ............ • . . . . . . . . . . . . . . . . . . . . . ......... .......... .......... ..................... . Dz z __. \. J; z z . . . i _. LED #'Y kn vP; Qty Description Manufacture/Part Number k33f C:78J CEQSed-a'S'. 171 _ Security Alarm Control FOCUS Surface mounted enclosure provided ., . ; .. I 1 Panel CADET Top 72" AFF conduit to ceiling ..... .,... ...... 1 ...... ........... ... .. ,., Single or double Gang, 4" square box Zone 8 •:>, OPERATING PANEL 52" AFF conduit to ceiling __ ........... _.________ .,................, O 10 Monitor Module SENSOR INTERFACE MODULE (SIM) Above ceiling Addressable Supervised ... 4" square deep box '�l .. 3 Output Module p SENS❑R INTERFACE MODULE (SIM) Above ceiling ................. Motion Detect or ADT N N Single Ga ,5 Octagon or 4 S , Sin n 3 9 9 9 q 4 Passive Infared Red SIM450ADT ,,.. •.� \\ Splice point P P SPLICE DATA POINT 4'square uare dee box NO MORE THAN 2 q P � 0 MODULES PER J BOX. Door Contact 1076CG-ADT Recessed inside door frame \` 9 Module ., j 472452 Recessed inside door frame 1 Sim Embedded Conduit to ceiling Hold Up Switch 270R Single Gang, 3,5" Octagon or 4" Sq. :'\ 1 Conduit to ceiling Waterproof hold up 3045CTW-ADT \\ ........... ............ • . . . . . . . . . . . . . . . . . . . . . ......... .......... .......... ..................... . Dz z __. \. J; z z . . . i _. LED #'Y kn vP; Intrusion Alarm Legend -NOT ALL DEVICES SHOWN ON LEGEND APPEAR ON DRAWINGS - Symbol Qty Description Manufacture/Part Number k33f C:78J CEQSed-a'S'. 171 _ Intrusion Alarm Legend -NOT ALL DEVICES SHOWN ON LEGEND APPEAR ON DRAWINGS - Symbol Qty Description Manufacture/Part Number Mounting Requirements 2� .. ......... .......... ,........ Sol FPLP/CMP ".,�:.�� ���, 2# 16 2# 19 4 Cond Security Alarm Control FOCUS Surface mounted enclosure provided ., . ; .. I 1 Panel CADET Top 72" AFF conduit to ceiling 1 Alpha Keypad FOCUS Single or double Gang, 4" square box Zone 8 •:>, OPERATING PANEL 52" AFF conduit to ceiling O Addressable FOCUS 472366 4" square deep box O 10 Monitor Module SENSOR INTERFACE MODULE (SIM) Above ceiling Addressable Supervised FOCUS HORN STROBE 472488 4" square deep box '�l .. 3 Output Module p SENS❑R INTERFACE MODULE (SIM) Above ceiling Motion Detect or ADT N N Single Ga ,5 Octagon or 4 S , Sin n 3 9 9 9 q 4 Passive Infared Red SIM450ADT Conduit to ceiling \\ Splice point P P SPLICE DATA POINT 4'square uare dee box NO MORE THAN 2 q P � 0 MODULES PER J BOX. Door Contact 1076CG-ADT Recessed inside door frame \` 9 Module Conduit to ceiling Door Contact 472452 Recessed inside door frame 1 Sim Embedded Conduit to ceiling Hold Up Switch 270R Single Gang, 3,5" Octagon or 4" Sq. :'\ 1 Conduit to ceiling Waterproof hold up 3045CTW-ADT Single Gang Box 3 switch Conduit to ceiling X 0 360 Degree Motion Detector Siren strobe with tamper SAFE �\ 1 Contact Roof hatch contact 472371S SIM embedded SLC Circuit 18 Ga 2 Cond Shielded FPLP Annuciator Circuit 18 Ga 4 Cond FPLP Power Circuits 1 6G 2/ 19Ga 2 Cond FPLP Notification Circuits 22 Ga 4 Cond FPLP Fon �% 000000000 000000000000 E 2� .. ......... .......... ,........ Sol FPLP/CMP ".,�:.�� ���, 2# 16 2# 19 4 Cond o g otut U 12 U 1A o0000000000t00000000 au ns 05W DJ13A3J{.7 AJ2SASJIJ " Zone 8 •:>, .,. , O .7 AJ d.4 !{' +J J .7 DJ tdAlE J .7 oo�000000e000a 3 sx ani 0000000000aon� Fon LTJ RELAY #2 WIRE NORMALLY CLOSED Type 20 Output turns on when the protection of a selected BA group is turned off, and turns off when the protection is turned on. 472388 HORN/STROBE SIM + I L— L+ Lighting Control Relay Wire Normally Open Program as OFC (Type 20) 16/19 Trunk -- 472388 HORN/STROBE SIM + L— L+ Alarm Relay Wire Normally Closed Program As ABA (Type 68) This point type is normally off and turns on when an alarm occurs in any BA group that is armed. The output returns to the off condition when the BA group with the alarm condition is changed to Day Set. This design Including specifications, drawings, and design concepts is the property of ADT Security Systems, Inc, (ADT), and is furnished on a confidential basis, with the expressed understanding that it will not be sold, transfered, copied, or used to the detriment of ADT without written permission. The recipient f urther agrees not to d i sc l ose the contents to any other party except f or the spec i f i c purpose contracted f or w i th ADT, ADT makes no representat i ons as to the operab i l i ty or accuracy of any systems, subsystems, assemb l i es, or other i of ormat i on conta i ned here i n un l ess spec i f i ca l l y i dent i f i ed for Construct i on, ■ CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS/ENGINEERS OF OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK — DO NOT SCALE DRAWINGS ATTENTION: THESE DRAWINGS MAY CONTAIN CONFIDENTIAL INFORMATION AND SHOULD NOT BE DISTRIBUTED DRAWING ACCEPTANCE: IT IS THE RESPONSIBILITY OF THE LOCAL ADT SALES L SERVICE OFFICE (SSO) TO REVIEW THE CONTENT OF THESE DRAWINGS FOR ACCURACY AND COMPLIANCE WITH LOCAL AND STATE CODES PRIOR TO RELEASING THEM TO THE FIELD. RECORD DRAWINGS: ALL WORK PERFORMED IN THE FIELD SHALL BE ACCURATELY RECORDED ON THESE DRAWINGS AND RETURNED TO THE ADT NATIONAL ACCOUNTS OFFICE AT, ADT SECURITY SERVICES, INC. 120 WEST PARK DRIVE BIRMINGHAM, AL 35211 ATTNi DIVE GARDEN - AS-BUILTS �% 000000000 000000000000 E JAN o g otut U 12 U 1A o0000000000t00000000 au ns 05W DJ13A3J{.7 AJ2SASJIJ O .7 AJ d.4 !{' +J J .7 DJ tdAlE J .7 oo�000000e000a 3 sx ani 0000000000aon� O O 0000000 00000 00000000000000 t LTJ RELAY #2 WIRE NORMALLY CLOSED Type 20 Output turns on when the protection of a selected BA group is turned off, and turns off when the protection is turned on. 472388 HORN/STROBE SIM + I L— L+ Lighting Control Relay Wire Normally Open Program as OFC (Type 20) 16/19 Trunk -- 472388 HORN/STROBE SIM + L— L+ Alarm Relay Wire Normally Closed Program As ABA (Type 68) This point type is normally off and turns on when an alarm occurs in any BA group that is armed. The output returns to the off condition when the BA group with the alarm condition is changed to Day Set. This design Including specifications, drawings, and design concepts is the property of ADT Security Systems, Inc, (ADT), and is furnished on a confidential basis, with the expressed understanding that it will not be sold, transfered, copied, or used to the detriment of ADT without written permission. The recipient f urther agrees not to d i sc l ose the contents to any other party except f or the spec i f i c purpose contracted f or w i th ADT, ADT makes no representat i ons as to the operab i l i ty or accuracy of any systems, subsystems, assemb l i es, or other i of ormat i on conta i ned here i n un l ess spec i f i ca l l y i dent i f i ed for Construct i on, ■ CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS/ENGINEERS OF OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK — DO NOT SCALE DRAWINGS ATTENTION: THESE DRAWINGS MAY CONTAIN CONFIDENTIAL INFORMATION AND SHOULD NOT BE DISTRIBUTED DRAWING ACCEPTANCE: IT IS THE RESPONSIBILITY OF THE LOCAL ADT SALES L SERVICE OFFICE (SSO) TO REVIEW THE CONTENT OF THESE DRAWINGS FOR ACCURACY AND COMPLIANCE WITH LOCAL AND STATE CODES PRIOR TO RELEASING THEM TO THE FIELD. 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P 76 L WD' z� zz z z z z z z 1z z� Symbol Uty Description Manufacture/Part Number z z z� z zz z z D A z .............. .......... zz z .. .................. D igit at V 1 d e o Rec o r der ADT z z z z I 11 z z z: z z : i� !! �z zz r, Z� z Z z: zz zz z 2 TVR8050 Panet iz z z z 1 0 Uninterrupted Power APC z: zz z� zz �z MICHIGAN RD, z: iz Source (UPS) 6 Outtet 350VA 120VAC z z z z 17" 600 TVL Composite ADT z z CARMEL,, VGA, HDMI Video MonitorM17CP3 z : I zz Z� z i� z z' INDIANA 8 LCD Video Monitor ADT t zz iz z .......... z z zl\" .......... ................ A—MLE800 z zz z Fixed Bullet Camera ADT CC1 —CBVD36PI A LAYOUT zz .. ....... j�' z zz Th i s des i i nc lud i ng spec i f i cat i ons, draw i ngs, and des i gn concepts i s the property of ADT Secur i ty Systems, Inc, ADT), and i s f urn i shed on a conf dent i a I bas i s, w i th the expressed understand i ng that it will not be sold, transfered, cop i ed, or used to the detr i men t of ADT without written permission. The recipient gn to d the to any other except f or the spec i f i c purpose contracted f or w i th ADT, ADT makes no representat i ons as to the operah i i ty or accuracy of any systems, subsystems, assemblies, or other information contained herein unless specifically identified for Construction. f urther agrees not i sc ose contents party SECTION 16720 SECURITY AND FIRE ALARM SYSTEM (N.I.C. Included for Coordination Only) Part 1.00 General 1.01 RELATED DOCUMENTS A. The General Conditions (Division 1), apply to the work specified in this section. 1.02 RESPONSIBILITIES A. This section of the specifications includes the provision and installation of the Security and Fire Alarm System which will be provided by the Owner. The vendor is ADT Security Systems "ADT", as arranged by Darden Restaurants, Inc., contact: ADT Security Systems 4168 Southpoint Parkway Jacksonville, Florida 32216 Ph: (904) 332-9600 Fax. (904) 332-8815 Special pricing and delivery arrangements have been made through the above contact. No alternates, other than those specifically listed in this specification will be considered. B.AII labor, unless specifically indicated otherwise, shall be provided by ADT, hereafter referred to as the Alarm Contractor. C.The General Contractor is responsible for scheduling the work of the Alarm Contractor. The General Contractor shall notify the Owner's project manager of the Alarm System Contractors scheduled date(s) on site, not less than two (2) weeks in advance. D.AII work relative to the Alarm System to be performed by the electrical contractor must be complete prior to the Alarm System Contractor's schedule date(s) on site. The General Contractor will be responsible for the Alarm System Contractor's time spent, travel cost, and other related expenses, should the associated work of the electrical contractor not be complete at the time of the Alarm System Contractor's scheduled on-site date. E. The General contractor shall also be responsible for reimbursements of the Alarm System Contractor's cancellation charges incurred by the Alarm System Contractor and the Owner if advance travel plans must be altered within two (2) weeks of the scheduling notice. F.AII conduit, boxes (unless indicated otherwise), fittings, couplings, connectors, straps, supports, pull -lines, bushing, etc. shall be provided and installed by the electrical contractor as per the electrical drawings. G.System operation, testing, turnover, warranty compliance, and after market service shall be provided by the Alarm System Contractor. 1.03 GENERAL A. The Alarm System Contractor shall provide, install, and program a functionally complete, integrated, microprocessor based Digital Security and Fire Alarm System. B.Any reference to "device", "component", "unit", "module", or "system", shall be understood to mean the Alarm System, or any associated manufactured product thereof. 1.04 SYSTEM DESCRIPTION A. The Alarm System shall provide the following features: 1.0verall building perimeter protection of all exterior entrance and exit doors, mechanical room doors, electrical room doors, utility room doors and interior manager's office door. 2.Interior motion detection as noted on drawings. Exact number and location to be determined during preconstruction security survey with the Owner. 3.Safe protection (contact) for safe provided by the Owner. The Owner shall be responsible to identify on the drawings the exact number, type and location of safes. 4.Hold-up alarm devices at the manager's office, walk-in coolers and freezers. Devices to be installed in the coolers and freezers shall be an environmentally sealed type unit located at the latch side of the door on the wall 18" AFF. 5.Exist doors shall be alarmed for "daytime annunciation" where noted. Opening of these doors during normal business hours shall cause a sounder above the door to activate and continue to activate until reset at the alarm system keypad. 6.The Alarm System shall be approved for connection, notification and signal transmission of Sprinkler Supervision, Waterflow Monitoring and Automatic Fire Detection defined in NEPA 72 and 101 LIFE SAFETY CODE except where the local authority having jurisdiction requires a Fire Alarm System independent of the security system. 7.A system keypad/annunciator shall be provided at the required location to perform all features described herein. 8. An Outdoor Sounder shall be provided to activate when the system reports a burglar alarm condition and to confirm proper arming of system. The alarm sounder shall be enclosed in a metal, tamper housing and be located near the front entrance of the building. 9.Fire Alarm Horn Units as shown on the plans. 10. Fire Alarm Strobe Units as shown on the plans. 11. Photoelectric duct type smoke detectors with shutdown relays, detector head, base, smoke chamber, sample tubes as shown on the plans. 12. Standard smoke detectors as shown on plans. 13. Manual fire alarm pull stations as shown on the plans. 14. Waterflow switch (connection only) as shown on the plans. 15. Valve Switch (connection only) as shown on the plans. 16. Master alarm box (where required by the local authority having jurisdiction). 17. Key lock box for fire department access (where required by the local authority having jurisdiction). 1.05 QUALITY ASSURANCE A. Equipment: 1. The equipment described in this section represents the function and type of some of the materials required and herein specified. The equipment indicated in this section does not intend to be a complete list of all components required for an operational and approved system, but only as guidelines from which the system should be designed around. Additional equipment not herein specifically indicated but is a necessary part of an operational shall be provided. B.Submittals: 1. The Alarm System Contractor shall submit through the general contractor to the Owner complete documentation on the system equipment showing model number(s), type(s), ratings(s), size(s), style(s), manufacturer's name, and data sheets for all components. 2.Submittals must reach the Owner not more than Thirty (30) calendar days after the bid has been awarded. C.Installation and Equipment Standard: 1. All equipment, systems, and materials furnished and installed under this section shall be installed in accordance with the applicable standards of: NEC, NFPA, Underwriters Laboratories, Inc., and the Americans with Disabilities Act. D. Warranty 1. All components, parts, and assemblies supplied by the Manufacturers and installed by the Contractor shall be warranted against defects in material and workmanship for a period of at least 12 months (parts and labor), commencing upon date of acceptance by Owner. E. Service/Maintenance 1. System Maintenance and repair of system or workmanship defects during the warranty period shall be provided by the Contractor free of charge (parts and labor). 2.Testing and monitoring of the system, shall be carried out under separate contract with the owner to ensure the integrity of the system. 3.The installer shall respond to any request for service from the Owner within 24 hours of receipt of call from the Owner. 4.Extended service/maintenance agreements shall be offered by the Contractor to the Owner to become effective after the expiration of the warranty. 1.06 MATERIALS A. System Components 1. The Security and Fire Alarm/Life Safety System specified herein shall include a Control Unit with digital alarm communicator, built-in telephone line monitor, event buffer, real time clock, help screens, test timer, battery charging/voltage supervision circuitry, battery lead supervision, diagnostic displays, time/event based scheduling system, lightening/EMI protection circuits, zone ID reporting, alarm verification, support an optional printer, point ID bypass, keypad programmable and downloadable. In addition the system shall be capable of segregating the points (i.e., a detector or group of detectors zoned together) into a minimum of eight (8) separate, independent areas. ADT FOCUS 2.Door alarm contacts shall be UL listed and concealed or surface mounted as noted on the drawings. 3.Motion detectors shall be IL listed and be wall or ceiling mounted as noted on the drawings. 4.Safe contact shall be UL Listed and be located as noted on the drawings. 5.Hold-up panic alarm devices shall be UL Listed and be located as noted on the drawings. 6.Outdoor sounder shall be UL Listed and be located as noted on the drawings. 7.Indoor sounders shall be UL Listed and located as noted on the drawings. 8.The Alarm System shall include the number of keypad(s)/annunciator(s) as noted on the drawings. 9.Manual pull stations shall be UL Listed, dual action, semi -flush and located as noted on the drawings. 10.Alarm signals shall be combination horn/strobe light units or individual strobe light units and located as noted on the drawings. 11. Ceiling smoke detectors shall be surface mounted, photoelectric type and located as noted on the drawings. 12.Air duct smoke detectors located in the return ducts shall be provided as noted on the drawings and include a remote key operated test station. a.Upon a general fire alarm signal from the Alarm control panel, all air -handling unit, as scheduled shall be shutdown via fan shutdown relays provided by the alarm contractor. Connection between these relays and the air handling equipment shall be the responsibility of the mechanical contractor under Division 15. 13. Connection shall be made to kitchen hood extinguishing system by the alarm contractor. Relays required for this connection shall be provided by the mechanical contractor under Division 15. 14. The Alarm System shall have sufficient standby battery capacity to operate in alarm for ten (10) minutes and have a twenty-four hour supervision capability based on the actual load placed on the system as configured. The batteries shall be maintenance free, lead acid and long life. In the event of commercial power outage, burglar alarm sensors shall be load shed after four (4) hours. The system shall be provided with an automatic battery charger with an automatic transfer relay. 1.07 SYSTEM INTERFACE REQUIREMENTS A. Grounding: The electrical contractor shall properly earth ground the Alarm System to prevent electrostatic charges and other transient electrical surges from damaging the Alarm System Panel. B.Primary power: The Electrical Contractor shall provide a dedicated 120VAC power circuit to the Alarm System. C.AII signal cables provided under this contract shall be class II, plenum rated cable where required. Where subject to mechanical damage, wiring shall be enclosed in metal conduits or surface metallic raceway. 1. Data wires shall not be enclosed in conduit or raceways containing AC power wires. 2.Where EMI may interface with the proper operation of the Alarm System circuits, twisted/shield cable shall be used. 3.All conduit requirements shall be provided by the electrical contractor. Where possible all conduit shall be concealed in ceiling space, partition walls or load bearing walls (where approved by structural engineer) or under slab. 4.The electrical contractor shall provide all junction boxes and cover plates per manufacturer's instructions and details. All security system junction boxes shall be labeled as "Security System" with decal or other approved markings. D.Telephone Interface: The system shall be equipped with a phone line monitor and shall interface with Owner's phone lines via R -31X jacks for supervision of the telephone line connection to the Alarm System panel. The R -31X telephone jacks shall be the responsibility of the Owner. 1.08 EXECUTION A. GENERAL: Installation of the Alarm System shall be in strict compliance with the manufacturer's recommendations. B.Fastening and supports of all equipment shall be adequate to support the required load, and provide a safety factor of five. 1.09 FINAL SYSTEM ACCEPTANCE A. The Alarm System will be accepted only after a satisfactory test of the entire system has been completed by a factory -trained technician in the presence of a representative of the Owner. B.Upon completion of installation, the Alarm System Contractor will provide the Owner "As -Built" drawings of the system and One (1) set of operating manuals explaining of the system. C.The Alarm System Contractor shall provide to the Owner a contract for periodic system testing, maintenance as well as monitoring services. A contract for monitoring services shall be executed with the Owner prior to completion of the Alarm System. 1.10ON-SITE SERVICES A. The Alarm System Contractor shall provide the on-site services of an authorized, factory trained technician representative to supervise all connections and fully test all devices and components of the system during installation. B.The Alarm System Contractor shall provide training on the operation, proper use, and testing of the installed Alarm System to the Owner's representative (and the local authorities having jurisdiction where required). Part 2.00 Products Not Used Part 3.00 Execution Not Used SECTION 16721 FIRE ALARM SYSTEM N.I.C. - Included for Coordination Only) Part 1.00 General 1.01 RELATED DOCUMENTS A. The General Conditions (Division 1), apply to the work specified in this section. 1.02 RESPONSIBILITIES A. This section of the specifications includes the provision and installation of the Security/Fire Alarm System which will be provided and installed by the Owner. The vendor is ADT Security Systems "ADT", as arranged by Darden Restaurants, Inc., contact: ADT Security Systems 4168 Southpoint Parkway Jacksonville, Florida 32216 Ph: (904) 332-9600 Fax: (904) 332-8815 Special pricing and delivery arrangements have been made through the above contact. No alternates, other than those specifically listed in this specification will be considered. B.AII labor, unless specifically indicated otherwise, shall be provided by ADT, hereafter referred to as the Security Contractor. C.The General Contractor is responsible for scheduling the work of the Security System Contractor. The scheduled dates) on site should be made a part of the construction schedule for submittal to the owner at the beginning of the project. D.AII work relative to the Fire Alarm System to be performed by the electrical contractor must be complete prior to the Fire Alarm Contractor's schedule date(s) on site. The General Contractor will be responsible for the Fire Alarm System Contractor's time spent, travel cost, and other related expenses, should the associated work of the electrical contractor not be complete at the time of the Fire Alarm Contractor's scheduled on-site date. E.The General contractor shall also be responsible for reimbursements of the Fire Alarm Contractor's cancellation charges incurred by the Fire Alarm Contractor and the Owner if advance travel plans must be altered within two (2) weeks of the scheduling notice. F. All conduit, boxes (unless indicated otherwise), fittings, couplings, connectors, straps, supports, pull -lines, bushing, etc. shall be provided and installed by the electrical contractor as per the electrical drawings. G.System operation, testing, turnover, warranty compliance, and after market service shall be provided by the Fire Alarm Contractor. 1.03 GENERAL A. System Description 1. The Fire Alarm System shall be automatic operated, electrically supervised, multi zone, non -coded system with alarm and trouble sounders and indicators, silence and reset switches and provide occupant notification as required by NFPA 101 Life Safety Code and the local authority having jurisdiction. 2.The System shall operate continuously upon operation of any initiating device until reset. 3.The system shall contain the following basic components: a.A fire alarm control panel b.Remote annunciator panel as indicated on plans. c.Horn Units as indicated on plans. d.Speaker Units as indicated on plans. e. Voice alarm system as indicated on plans. f. Strobe Units g.Photo- electric duct type smoke detectors with shut down relays, detector head, base, smoke chamber, sample tubes, remote LED with test switch and housing. h.Standord smoke detectors with bases as shown on plans. i. Manual fire alarm pull stations. j. Waterflow switch (connection only) k. Valve Switch (connection only) I. Master Alarm box (per the requirements of the local authority having jurisdiction). m.Weatherproof housings for horns where located outside. n.Key lock box for fire department access (per the requirements of the local authorities having jurisdiction). o.Automatic dialer for notification to monitoring service or local fire department. 4.The Fire Alarm System components furnished under these specifications shall comply with all applicable requirements of NFPA, Underwriters laboratories, Inc. and the Americans with Disabilities Act. 1.04 QUALITY ASSURANCE: A. Equipment: 1. The equipment described in this section represents the function and type of some of the materials required and herein specified. The equipment indicated in this section does not intend to be a complete list of all components required for an operational and approved system, but only as guidelines from which the system should be designed around. Additional equipment not herein specifically indicated but is a necessary part of an operational shall be provided. B. Submittals: 1. The Fire Alarm Contractor shall submit through the general contractor to the Owner complete documentation on the system showing model number(s), type(s), ratings(s), size(s), style(s), manufacturer's name, and catalog/data sheet(s) for all components. 2.Submittals must reach the owner not more than Thirty (30) calendar days after the start of construction. Part 2.00 Materials 2.01. SYSTEM COMPONENTS A. The Fire Alarm Control panel shall be microprocessor based, fully field configurable, programmable and editable with battery back-up. A minimum of eight completely wired zones shall be available. The CPU shall be enclosed in a steel enclosure with a hinged and lockable door. The fire alarm control panel shall be fed with 120 VAC power and include two (2) fully wired indicating circuits ADT UNIMODE. B.Manual pull stations shall be dual action, semi -flush with key test switch. C.Alorm signals shall be combination flush mounted speaker/horn and strobe light units and be provided with weatherproof backboxes for exterior locations. Individual strobe lights shall be semi -flush mounted in a separate box. D.Ceiling smoke detectors shall be two wire, surface mounted, photo electric type. 3.The system shall contain the following basic components: E.Duct mounted smoke detectors located in the return and supply ducts shall be provided for all air handling units and include a remote key -operated test station. 1. Upon a general alarm signal from the fire alarm control panel, all air handling units (as scheduled) shall be shut down via fan shutdown relays provided by the fire alarm contractor. Connection between these relays and air handling equipment shall be the responsibility of the mechanical contractor under Division 15. F. The fire alarm system shall have sufficient battery back capacity to operate in alarm for ten (10) minutes and have a twenty-four (24) hour supervision capability based on the actual load placed on the system as configured. The batteries shall be maintenance free, lead acid and long life. The system shall be provided with an automatic battery charger with automatic transfer relay and be housed in the fire alarm control panel. Part 3.00 Execution 3.01 GENERAL A. The Fire Alarm/Life Safety System shall be installed in strict compliance with the manufacturer's recommendation. B.Fostening and support of all equipment shall be adequate to support the required load and provide a safety factor of five. C."General Contractor to contact ADT National Accounts rep. immediately after award of contract to establish contract and installation schedule". 3.02 WIRING A. The fire alarm control panel shall be connected to a separate dedicated branch circuit, 20 amperes which shall be labeled FIRE ALARM. It shall be the responsibility of the electrical contractor under Division 16 to provide all line voltage required for operation of the Fire Alarm System. B.Minimum wire size 18 AWG -CI (initiating) or #16 AWG -CU (indicating and shall be approved for use as Fire Alarm cable). C.AII work shall comply with the national Electric Code and any applicable local codes. 3.03 FINAL SYSTEM ACCEPTANCE: A. The system will be accepted only after satisfactory test of the entire system has been accomplished by a factory -trained technician in the presence of a representative of the local authority having jurisdiction and the Owner's representative. At the completion of the project full documentation shall be presented to the Owner's representative indicating Acceptance testing has been approved per NFPA 72.2-3.3 and a Certificate of Compliance per NEPA 72.2-3.4. B.The Fire Alarm Contractor will present three (3) complete sets of "as built" fire alarm/life safety system record drawings, and the factory supplied operator's manual to the owners representative (and the local authorities when required). C.The Fire Alarm Contractor shall provide to the owner a contracted periodic system testing, maintenance, inspection and/or calibration services as well as signal monitoring services. 3.04 ON-SITE SERVICES: A. The Fire Alarm Contractor shall provide the on-site services of an authorized, factory trained technical representative to supervise all connections and fully test all devices and components of the system during installation. B.The Fire Alarm Contract shall provide training on the operation, proper use, and testing of the installed fire alarm system to the General Mills representative (and the local authorities having jurisdiction, when required). W ARCHITECTS PROJECT Job # 12051 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS/ENGINEERS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK - DO NOT SCALE THE DRAWINGS .`' yb ,. QUO z Z'N a4 Issue Date: 5-21-12 REVISION 8-17-12 Restaurant #: XXXX 0AR EN P76L-WD UPDATED THRU:� HSKP 2010.1 DD2-04-2012 10206 N.) MICHIGAN RD. CARMEL, INDIANA Drawing FIRE ALARM / SECURITY SPECIFICATIONS E Ln Ln w w 1� U N N O O Q 0 c 0 O _ I T N E Y 0 T 6 0 O 3 v U, U C 0 0 Z C 0 0 E Y T 0 •o a v v v 0 C O O N .O t 7 v N 3 0 3 E U 0 0 O Q 0 a E v En 0 a Q) ry 0 Cl - U) 3 L U 3 0 U C: v 0 0 a n U U N a v a� `o T C 0 -0 C y Q U N 0 6 c a� E Z) c C v 0 iu Q) C Q> a C rn d) c v C CL U U 0 U a� -C 3 L a� o+ 0 C 0 E 0 U 0 -C L STORM WATER DETENTION POND. ri'llvH I C UmIVC N s' DRAINAGE LEGEND S 0 30' 60' GRAPHIC SCALE 30' 48 PROPOSED CONTOUR EXISTING CONTOUR DRAINAGE AREA < 4E OVERLAND FLOW ROUTE - - - - BMP EASEMENT 100 YEAR PONDING AREAS DRAINAGE CALCULATIONS RUNOFF COEFFICIENTS C = 0.90 ROOF SURFACES C = 0.85 PAVEMENT C = 0.45 IMPERVIOUS SOILS (WITH TURF) DATA TAKEN FROM "THE CITY OF CARMEL STORMWATER TECHNICAL STANDARDS MANUAL" DRAINAGE TABULATIONS DRAINAGE AREA TOTAL AREA (AC) IMPERVIOUS AREA (AC) PERVIOUS AREA (AC) Cw 1 0.17 0.08 0.09 0.64 2 0.20 0.11 0.09 0.68 3 0.23 0.21 0.02 0.82 4 0.29 0.26 0.03 0.80 5 0.62 0.33 0.29 0.66 6 0.18 0.18 0.00 0.90 7 0.16 0.13 0.03 0.77 8 0.23 0.18 0.05 0.76 9 0.54 0.30 0.24 0.67 10 0.19 0.00 0.19 0.45 11 (ROW) 0.25 0.25 0.00 0.85 12 (ROW) 0.24 0.24 0.00 0.85 TOTAL 3.29 1 2.26 1.03 0.73 FLOOD PLAIN: THE SUBJECT PROPERTY IS LOCATED OUTSIDE OF THE 100 -YR AND 500 -YR FLOODPLAIN PER FEMA MAP NUMBER 18057CO2157. STORM SEWER: PROPOSED STORM DRAINAGE SYSTEM WILL BE PRIVATE. DRAINAGE SUMMARY TABLE SITE ACREAGE 2.80 AC OFF SITE/UPSTREAM ACREAGE 0.49 AC (MICHIGAN RD ROW) ALLOWABLE RELEASE RATES 0.10 CFS/AC FOR 10 YEAR = 0.33 CFS 0.27 CFS/AC FOR 100 YEAR = 0.89 CFS MAX OVERFLOW WEIR ELEV 892.76 (MFPG/MLAG=894.76) MAX SURF. ELEV. W/ INLETS PLUG 894.05 (MFPG/MLAG 896.05) CRITICAL 10 YR RELEASE RATES POST -DEVELOPED 10 -YR FLOWS 0.32 CFS WEST POND ORIFICE SIZING 1.7" AT BOTTOM OF POND SOUTHEAST POND ORIFICE SIZE 2.0" AT BOTTOM OF POND CRITICAL 100 YR RELEASE RATES POST -DEVELOPED 100 -YR FLOWS 0.89 CFS WEST POND ORIFICE SIZING 1.7" AT BOTTOM AND 2.2" AT 891.47 SOUTHEAST POND ORIFICE SIZE 2.0" AT BOTTOM AND 4.3" AT 890.74 6" ORIFICE 10 YR RELEASE RATES POST -DEVELOPED 10 -YR FLOWS 3.67 CFS WEST POND ORIFICE SIZING 6" ORIFICE SOUTHEAST POND ORIFICE SIZE 6" ORIFICE 6" ORIFICE 100 YR RELEASE RATES POST -DEVELOPED 100 -YR FLOWS 4.31 CFS WEST POND ORIFICE SIZING 6" ORIFICE SOUTHEAST POND ORIFICE SIZE 6" ORIFICE DETENTION REQUIRED 28,834 CF DETENTION PROVIDED 42,681 CF MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100 -YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. ©REVISED DRAINAGE AREAS AND TABLES PER NEW SITE PLAN AND DESIGN Kimley-Horn and Associates, Inc. 205 WEST WACKER DRIVE SUITE 2125 CHICAGO, ILLINOIS 60606-1418 CA 00000696 KHA PROJECT # 168113021 �,, :��N M . `CJS. GAS TER • �F'% No. = _ 1110011 % C=am OX" -STATE OF 1�0x\. !tipIANP :,0 ���Ipr►I rrr r 1I I W 11�H�U� Signature: Signature: 09-24-12 I7` • �^� ` LL L1.1 Z Q ' J I I- 1 I Issue Date: 5/21/12 REVISION INFORMATION 1 06-29-2012 PLAN REVIEW COMMENTS 2 08-17-2012 PLAN REVIEW COMMENTS 3 09-20-2012 BUILDING CHANGES Restaurant #: 10GO074 OLIVE GARDEN 10206 N MICHIGAN ROAD PROTOTYPE P76L - WD CARMEL, IN DRAWING DRAINAGE PLAN C4.3