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Home My WebLink AboutConstruction Plans0 0 O U w U d' 0) O O 0 N F_ z W U O 0 z O_ H U D r H V) z O U / _J U / V) O z ¢ 0 rn 0 O 0 N n. il_i J 0 z 3 0 U) O 0 z o: M 0 w 0 w ¢ 00 N I 0 0 w d- -�,00 �Lq CONSTRUCTION PLANS LOCATION MAP NOT TO SCALE SOILS MAP AI/1T Trl Cr\AI E_ JIFI ' I MAP SCALE V • 600' t a a sou Im FEE I FEMA MAP NOT TO SCALE FIRM FLOOD INSURANCE RATE NAP II � 111.10\ l 01 11. NEL MOFW ot; .Arm hrnls.eta mu FOR 11939 BUILDING 11939 NORTH MERIDIAN STREET CARMEL, INDIANA 46032 DP/ADCs DOCKET # ------ PROJECT - LOCATION T MAIN SIT. T i CARMEL I 01 J r 116th ST. - -�- 31 J - 106th ST. IT — / r HAMILTON I COUNTY MARION iCOUNTY 96th ST.' / I I U i PROJECT CONTACTS: ENGINEER: BRAD SCHRAGE, P.E. AMERICAN STRUCTUREPOINT, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256 (317) 547-5580 bschroge®structurepoint.com LANDSCAPE ARCHITECT: KRISTINE PROCTOR CONTEXT DESIGN 12 SOUTH MAIN STREET, SUITE 200 FORTVILLE, IN 46040 (317) 485-6900 kproctor®context— design. com ARCHITECT: MIKE HOOPINGARNER AMERICAN STRUCTUREPOINT, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256 (317) 547-5580 mh oopingarner®structurepoint.com SURVEYOR: MIKE SMITH, PLS AMERICAN STRUCTUREPOINT, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256 (317) 547-5580 msm ithOstructurepoint. com DEVELOPER: MIKE DICKMAN CITIMARK 8604 ALLISONVILLE RD, SUITE 250 INDIANAPOLIS, IN 46250 (317) 317-579-6513 M ikeDOctimarkinc.com MIKE DICKMAN CITIMARK 8604 ALLISONMLLE RD, SUITE 250 INDIANAPOLIS, IN 46250 (317) 317-579-6513 M i keDOctimarkinc. com VICINITY MAP NOT TO SCALE PROJECT INFORMATION TOTAL DISTURBANCE: 3.44 ACRES FLOOR AREA RATION: 0.43 LOT COVERAGE: 70.8% SETBACKS: FRONT: 60 FT SIDE: 15 FT REAR: 25 FT PLANS PREPARED FOR: 10 �ITIMARK PLANS PREPARED BY: AMERICAN STRUCTUREPOINT INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256-3957 TEL 317.547.5580 FAX 317.543.0270 www.structurepoint.com SECWM APR 18 2016 DOCS PLAN DATE: 12/16/15 JURISDICTIONS PROJECT IS LOCATED WITHIN CURRENT CITY OF CARMEL CORPORATE LIMITS PERIMETER STREETS AND R/W: CITY OF CARMEL WATER: CARMEL UTILITIES STORM SEWER/DRAINAGE: CITY OF CARMEL LEGAL DRAINS: HAMILTON COUNTY SURVEYOR'S OFFICE SANITARY SEWERS: CARMEL UTILITIES THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE—CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT—OF—WAY. PROJECT REQUIREMENTS: DEMOLITION OF EXISTING IMPROVEMENTS, CONSTRUCTION OF AN OFFICE BUILDING, INCLUDING A DETENTION POND, ASSOCIATED INFRASTRUCTURE INCLUDING BUT NOT LIMITED TO STORM, SANITARY LATERALS AND WATER SERVICE. NORTH PENNSYLVANIA : 40 MPH CURRENT ZONING : B-6 PROPOSED ZONING : B-6 PROJECT LIES WITHIN THE US -31 CORRIDOR OVERLAY NOTE: CONTRACTOR RESPONSIBLE FOR ALL RIGHT—OF—WAY PERMITTING NOTES: —NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL'S STORM WATER MANAGEMENT AND STORM WATER QUALITY ORDINANCES. —DAMAGE TO THE EXISTING RIGHT—OF—WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT—OF—WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT—OF—WAY. GENERAL NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE "811" OR 1-800-382-5544 INDIANA UNDERGROUND — REV UTILITY CONTACTS UTILITY COMPANY CONTACT PHONE NO. GAS VECTREN ENERGY JOANIE CLARK 317-776-5532 ELECTRIC DUKE ENERGY TRENT GODSEY 317-896-6711 TELEPHONE CARMEL AT&T STEVEN KREBS 317-525-4275 CABLE BRIGHTHOUSE NETWORKS JASON KIRKMAN 317-632-9077 x291 SANITARY CLAY TWP REGION WASTE DISTRICT RYAN HARTMAN 317-844-9200 STORM SEWER CARMEL ENGINEERING DEPT JEREMY KASHMAN 317-571-2441 FIRE DEPARTMENT CARMEL FIRE DEPT CHRIS ELLISON 317-571-2600 WATER CARMEL CITY UTILITY DEPT JOHN DUFFY 317-571-2443 FIRM FLOOD INSURANCE RATE NAP II � 111.10\ l 01 11. NEL MOFW ot; .Arm hrnls.eta mu FOR 11939 BUILDING 11939 NORTH MERIDIAN STREET CARMEL, INDIANA 46032 DP/ADCs DOCKET # ------ PROJECT - LOCATION T MAIN SIT. T i CARMEL I 01 J r 116th ST. - -�- 31 J - 106th ST. IT — / r HAMILTON I COUNTY MARION iCOUNTY 96th ST.' / I I U i PROJECT CONTACTS: ENGINEER: BRAD SCHRAGE, P.E. AMERICAN STRUCTUREPOINT, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256 (317) 547-5580 bschroge®structurepoint.com LANDSCAPE ARCHITECT: KRISTINE PROCTOR CONTEXT DESIGN 12 SOUTH MAIN STREET, SUITE 200 FORTVILLE, IN 46040 (317) 485-6900 kproctor®context— design. com ARCHITECT: MIKE HOOPINGARNER AMERICAN STRUCTUREPOINT, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256 (317) 547-5580 mh oopingarner®structurepoint.com SURVEYOR: MIKE SMITH, PLS AMERICAN STRUCTUREPOINT, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256 (317) 547-5580 msm ithOstructurepoint. com DEVELOPER: MIKE DICKMAN CITIMARK 8604 ALLISONVILLE RD, SUITE 250 INDIANAPOLIS, IN 46250 (317) 317-579-6513 M ikeDOctimarkinc.com MIKE DICKMAN CITIMARK 8604 ALLISONMLLE RD, SUITE 250 INDIANAPOLIS, IN 46250 (317) 317-579-6513 M i keDOctimarkinc. com VICINITY MAP NOT TO SCALE PROJECT INFORMATION TOTAL DISTURBANCE: 3.44 ACRES FLOOR AREA RATION: 0.43 LOT COVERAGE: 70.8% SETBACKS: FRONT: 60 FT SIDE: 15 FT REAR: 25 FT PLANS PREPARED FOR: 10 �ITIMARK PLANS PREPARED BY: AMERICAN STRUCTUREPOINT INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256-3957 TEL 317.547.5580 FAX 317.543.0270 www.structurepoint.com SECWM APR 18 2016 DOCS PLAN DATE: 12/16/15 JURISDICTIONS PROJECT IS LOCATED WITHIN CURRENT CITY OF CARMEL CORPORATE LIMITS PERIMETER STREETS AND R/W: CITY OF CARMEL WATER: CARMEL UTILITIES STORM SEWER/DRAINAGE: CITY OF CARMEL LEGAL DRAINS: HAMILTON COUNTY SURVEYOR'S OFFICE SANITARY SEWERS: CARMEL UTILITIES THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE—CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT—OF—WAY. PROJECT REQUIREMENTS: DEMOLITION OF EXISTING IMPROVEMENTS, CONSTRUCTION OF AN OFFICE BUILDING, INCLUDING A DETENTION POND, ASSOCIATED INFRASTRUCTURE INCLUDING BUT NOT LIMITED TO STORM, SANITARY LATERALS AND WATER SERVICE. NORTH PENNSYLVANIA : 40 MPH CURRENT ZONING : B-6 PROPOSED ZONING : B-6 PROJECT LIES WITHIN THE US -31 CORRIDOR OVERLAY NOTE: CONTRACTOR RESPONSIBLE FOR ALL RIGHT—OF—WAY PERMITTING NOTES: —NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL'S STORM WATER MANAGEMENT AND STORM WATER QUALITY ORDINANCES. —DAMAGE TO THE EXISTING RIGHT—OF—WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT—OF—WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT—OF—WAY. GENERAL NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE "811" OR 1-800-382-5544 INDIANA UNDERGROUND — REV DATE I DESCRIPTION 1 01/28/2016 CITY COMMENTS 2 04/13/2016 TAC COMMENTS �G%STE .� No. 111000 STATE /HDIANP. ��/1111111111� 14 11"ZI id 1:5 1 lit rel LEY N. SCHRAGE, PE cool JOB# 2014.00194 GENERAL NOTES 1. ALL WORK TO CONFORM STATE AND LOCAL REGULATIONS. 2. CONTRACTOR SHALL KEEP ADJOINING PROPERTIES CLEAN OF CONSTRUCTION DEBRIS AND CONSTRUCTION TRAFFIC AT ALL TIMES. 3. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE BASE SURVEY CONTROL POINTS DURING DEMOLITION AND CONSTRUCTION. 4. ALL UTILITY INFORMATION SHALL BE VERIFIED BY THE CONTRACTOR. CONTACT ENGINEER IMMEDIATELY IF ANY VARIATION EXISTS. 5. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT AGAINST DAMAGE DURING DEMOLITION AND CONSTRUCTION OPERATIONS. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. DEMOLITION NOTES 1. CLEAR AND GRUB ALL TREES AND VEGETATION NECESSARY FOR CONSTRUCTION. 2. PROTECT TREES TO REMAIN DURING CONSTRUCTION. 3. PLANT MATERIALS TO REMAIN, TO BE PROTECTED BY TREE FENCE WHICH ENCOMPASSES IT'S DRIP LINE. NO CONSTRUCTION EQUIPMENT, MATERIALS OR DEBRIS SHALL BE LOCATED WITHIN TREE PROTECTION BOUNDARIES. NO DEMOLITION CAN OCCUR UNTIL TREE PROTECTION IS APPROVED BY THE OWNER. 4. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING STRUCTURES, FENCES, CONCRETE, ASPHALT PAVEMENT AND OTHER MISCELLANEOUS APPURTENANCES OFF SITE, UNLESS NOTED TO REMAIN ON THE CONTRACT DRAWINGS. 5. DEMOLISH FOUNDATIONS AND OTHER BELOW -GRADE CONSTRUCTION, INCLUDING CONCRETE SLABS, TO A DEPTH OF NOT LESS THAN 48 INCHES BELOW LOWEST FOUNDATION LEVEL. 6. COMPLETELY FILL BELOW -GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION OF STRUCTURES, WITH COMPACTED GRANULAR BACKFILL. 7. THE USE OF ANY TYPE OF EXPLOSIVES WILL NOT BE PERMITTED. 8. CONDUCT DEMOLITION AND CONSTRUCTION OPERATIONS TO ENSURE MINIMAL INTERFERENCE WITH STREETS, WALKS AND OTHER ADJACENT OCCUPIED FACILITIES. 9. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED FACILITIES WITHOUT PERMISSION FROM THE LOCAL AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS, IF REQUIRED BY GOVERNING AUTHORITIES. 10. ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS OF DEMOLITION AND CONSTRUCTION. CONDUCT OPERATIONS TO PREVENT DAMAGE TO ADJACENT STRUCTURES AND OTHER FACILITIES AND INJURY TO PERSONS. 11. PROMPTLY REPAIR DAMAGE TO ADJACENT FACILITIES CAUSED BY DEMOLITION AND CONSTRUCTION OPERATIONS. 12. ALL UTILITIES TO BE REMOVED SHALL BE DISCONNECTED AND CAPPED AT THE NEAREST CONNECTION POINT. 13. NO ON-SITE BURNING IS PERMITTED. 14. CONTRACTOR SHALL USE MEASURES TO CONTROL DUST AT ALL TIMES. 15. DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMS INDICATED ON THIS PLAN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMOVE OR RELOCATE ITEMS WHICH INTERFERE WITH NEW CONSTRUCTION. 16. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING DEMOLITION. SITE NOTES 1. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). ADA ACCESSIBLE PARKING STRIPES SHALL BE 4" PAINTED (BLUE). 2. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. 3. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 4. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES, UNLESS OTHERWISE NOTED. 5. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 6. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 7. EXISTING PAVEMENT TO BE SAW CUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. 8. THE EDGE OF THE EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING ASPHALT. 9. CONCRETE SAW CUTTING SHALL BE DONE AS SOON AS POURED CONCRETE HAS CURED AND CAN SUPPORT WEIGHT. PROVIDE A NEAT CUT WHICH IS TRUE IN ALIGNMENT. 10. ALL JOINTS ARE TO CONTINUE THROUGH THE CURB. 11. RADIAL JOINTS SHALL BE NO SHORTER THAN 1.5'. 12. CONTRACTOR SHALL USE A THICKENED EXPANSION JOINT AROUND THE PERIMETER OF ANY BLOCK OUT IN THE CONCRETE PAVING. 13. ALL CONSTRUCTION JOINTS SHALL BE SAWN, CLEANED OF DEBRIS, BLOWN DRY AND IMMEDIATELY SEALED WITH THE APPROPRIATE SEALANT ACCORDING TO MANUFACTURER'S DIRECTIONS. 14. ALL MATERIALS TO BE IN ACCORDANCE WITH LOCAL DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 15. ALL SIDEWALKS SHALL COMPLY WITH ADA STANDARDS. MAXIMUM CROSS SLOPE OF 1:50 AND MAXIMUM LONGITUDINAL SLOPE OF 1:20. 16. CHAMFER ALL ENDS OF CURBS. 17. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. 18. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE DEPARTMENTS' CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY. 19. ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON. 20. THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1"-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF PIPE BE LESS THAN 2.5 FEET. 21. ALL PAVEMENT MARKINGS ARE TO BE THERMOPLASTIC WITHIN THE RIGHT-OF-WAY MEETING CITY OF CARMEL REQUIREMENTS. r> - a N oa N U L0C Li _ Q� oc 0 J _ ac GRADING NOTES 1. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 3. THE CONTRACTOR SHAD_ NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH), SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. SUBCONTRACTORS ARE RESPONSIBLE FOR LOCATIONS OF UTILITIES FOR THEIR OWN WORK. 4. CONTRACTOR TO ADJUST ALL EXISTING SURFACE INFRASTRUCTURE (HYDRANTS, VALVES, HANDHOLES, CASTINGS, IRRIGATION SYSTEM, UTIUTY PEDESTALS, ETC.) AS REQUIRED TO MEET PROPOSED GRADE AT HIS/HER OWN COST. 5. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL SHALL BE PERFORMED BY A LOADED TANDEM PNEUMATIC TIRE DUMP TRUCK MINIMUM GROSS VEHICLE WEIGHT OF 22 TONS. THE TIRES SHALL BE OPERATED AT INFLATION PRESSURES BETWEEN 70-80 PSI UNLESS OTHERWISE NOTED BY THE GEOTECHINICAL ENGINEER. THE TIRES SHALL BE INFLATED WITH AIR ONLY, NO LIQUID SHALL BE USED. THE PROOFROLL SHALL BE COMPLETED UNDER INSPECTION OF SOILS FIRM TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 6. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, STANDING WATER CONDITIONS. 7. ALL PROPOSED SPOT ELEVATIONS OR CONTOURS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 8. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 9. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 10. CONTRACTOR TO PERPETUATE ANY SUBSURFACE DRAIN TILES OR PIPES ENCOUNTERED DURING CONSTRUCTION AND PROVIDE POSITIVE OUTLET TO DOWNSTREAM RECEIVING SYSTEM. CONTRACTOR TO NOTIFY THE ENGINEER WITH ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 11. DUE TO SITE CONSTRAINTS, THE EARTHWORK FOR THE SITE AS DESIGNED MAY OR MAY NOT BALANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE EXISTING CONDITIONS AND INCLUDE IN THEIR BID ALL EARTHWORK COSTS INCLUDING IMPORTS AND/OR EXPORTS NECESSARY TO MAKE THE SITE BALANCE. 12. CONTRACTOR TO STABILIZE EXPOSED EARTH AS INDICATED BY THE STORMWATER POLLUTION PREVENTION PLAN OR GOVERNING AUTHORITY. 13. THE PROJECT IS SUBJECT TO THE CITY OF CARMEL'S STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCES. 2 14. PROPOSED STORM SEWER I PRIVATE TORM SEWER AS INDICATED. 15.THE STORM SEWER SYSTEM SHA E 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 THE 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 VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL UTILITY NOTES 1. SITE UTILITIES SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTIUTY COMPANIES SO AS NOT TO CAUSE DAMAGE. 3. THE CONTRACTOR SHALL NOTIFY ALL UTIUTY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH), SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. SUBCONTRACTORS ARE RESPONSIBLE FOR LOCATIONS OF UTILITIES FOR THEIR OWN WORK. 4. CONTRACTOR TO ADJUST ALL EXISTING SURFACE INFRASTRUCTURE (HYDRANTS, VALVES, HANDHOLES, CASTINGS, IRRIGATION SYSTEM, UTILITY PEDESTALS, ETC.) AS REQUIRED TO MEET PROPOSED GRADE. 5. ALL UTILITY MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL STANDARDS FOR EACH UTILITY AGENCY HAVING JURISDICTION. 6. TRENCHES FOR ALL UTILITY LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF THE TOP OF THE TRENCH IS WITHIN 5 FEET OF PAVEMENT. 7. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES AND CONDUITS TO AVOID CONFLICTS AND PROVIDE REQUIRED MINIMUM DEPTHS OF COVER. THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL BENDS WITH THRUST BLOCKS REQUIRED TO ASSURE PROPER INSTALLATION OF WATER MAINS AND LATERALS. 8. IN THE EVENT OF A CONFLICT BETWEEN WATER LINES AND STORM DRAINS, THE CONTRACTOR SHALL EITHER ADJUST THE WATER UNE DOWNWARD IN SUCH A MANNER SO THAT THE PIPE MANUFACTURER'S RECOMMENDATIONS ON PIPE DEFLECTION AND JOINT STRESS ARE NOT EXCEEDED OR THE CONTRACTOR SHALL PROVIDE APPROPRIATE BENDS AND CROSSINGS. 9. ALL COORDINATES AND DIMENSIONS ARE TO THE CENTERLINE OF UTILITIES AND STRUCTURES. 10. ALL STORM INLET CASTINGS TO BE STAMPED "DUMP NO WASTE - DRAINS TO WATERWAY'. EROSION CONTROL NOTES 1. CONTRACTOR SHALL INSTALL ALL PERIMETER SILT FENCE AND SEDIMENT CONTROL BARRIERS PRIOR TO CLEARING AND GRADING. 2. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. 3. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. 4. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING RE -GRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. 5. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN RECEIVING WATER. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. 6. WASTE AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTE AND UNUSED BUILDING MATERIALS IS REQUIRED. 7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL. 8. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED AND RE -DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. 9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 10. THE SITE IS/IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR FLOODWAY FRINGE AS INDICATED ON THE FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, IN, MAP NUMBER 18057CO209G, DATED NOVEMBER 19, 2014. 11. SCHEDULE OF EARTHWORK ACTIVITIES: a. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS SOON AS POSSIBLE. UN -VEGETATED AREAS THAT ARE SCHEDULED OR LIKELY TO BE LEFT INACTIVE FOR FIFTEEN (15) DAYS OR MORE MUST BE TEMPORARILY OR PERMANENTLY STABILIZED WITH MEASURES APPROPRIATE FOR THE SEASON TO MINIMIZE EROSION POTENTIAL. ALTERNATIVE MEASURES TO SITE STABILIZATION ARE ACCEPTABLE IF THE PROJECT SITE OWNER OR THEIR REPRESENTATIVE CAN DEMONSTRATE THEY HAVE IMPLEMENTED EROSION AND SEDIMENT CONTROL MEASURES ADEQUATE TO PREVENT SEDIMENT DISCHARGE. b. TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE. c. INSTALL INLET PROTECTION AROUND INLETS IMMEDIATELY UPON COMPLETION OF THE STRUCTURE. REMOVE INLET PROTECTION FOR PAVING OPERATION. REPLACE INLET PROTECTION AFTER PAVING IS COMPLETE. INLET PROTECTION SHALL REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED ON SEEDED AREAS BEHIND THE CURB. 15. PRIOR TO COMPLETION OF THE PROJECT, CONTRACTOR SHALL CLEAN OUT ALL STORM DRAINAGE STRUCTURES AND RESTORE ALL DITCHES AND PONDS TO DESIGNED GRADES. 16. CONTRACTOR SHALL REMOVE ALL SEDIMENT CONTROL BARRIERS ONCE CONSTRUCTION IS COMPLETE AND THE SITE HAS BEEN STABILIZED. EXISTING LEGEND ® AIR CONDITIONER 0 STANI) PIPE G BUSH STUMP ® CURB INLET ® TELEPHONE HANDHOLE QD DRAINAGE MANHOLE (1) TELEPHONE MANHOLE ® ELECTRIC HANDHOLE TELEPHONE PEDESTAL [E] ELECTRIC METER BOX ® TRANSFORMER ( ELECTRIC MANHOLE a TREE ELECTRIC CROSS BOX FIRE HYDRANT Q W PEDESTAL WELL GROUND LIGHT wv ® GAS METER WATER VALVE YARD LIGHT -� GAS MARKER SIGN a BURIED ELECTRIC LINE F- GUY WIRE ohe OVERHEAD ELECTRIC LINE ® INLET fo BURIED FIBER OPTIC LINE 7�c LIGHT POLE g BURIED GAS LINE t BURIED TELEPHONE LINE ® MAILBOX ctv BURIED TELEVISION LINE PINE w BURIED WATER LINE POWER POLE tr TOP OF RIM ELEVATION inv INVERT ELEVATION SPRINKLER CONTROL VALVE pvc PLASTIC PIPE -� SIGN rcp REINFORCED CONCRETE PIPE Q SANITARY MANHOLE BENCHMARK DATA BENCH INFORMATION ('88 DATUM) BM 839 BRONZE DISK SET IN THE TOP OF THE NE CORNER OF A CONC. SWITCH BASE; 8 INCHES BELOW THE LEVEL OF THE RAILROAD TRACKS; 2 YARDS EAST OF THE EAST RAIL; 7 RAILS SOUTH OF 111TH STREET, 10 RAILS NORTH OF THE CROSSING OF THE INDIANA RAILROAD; 11.5 RAILS NORTH OF MILE POST B 170; 2 MILES SOUTH OF THE STATION ALONG THE RAILROAD. STAMPED "Y 42 1934". ELEV = 838.62 ASI TBM 51 CHISELED "X" ON NORTHWEST BOLT FIRE HYDRANT; ±30' EAST OF PENNSYLVANIA STREET AND ±85' NORTH OF q CITY CENTER DRIVE. ELEV = 854.52 ASI TBM 85 MAG SPIKE E. SIDE UTILITY POLE #HMI 8975; ±60' EAST OF US 31 EAST SHOULDER EXIT RAMP NEAR SW CORNER OF PROPERTY. ELEV = 858.69 GENERAL NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT , PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMECS STORM WATER MANAGEMENT AND STORM WATER' CAUTION II THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE "811" OR 1-800-382-5544 INDIANA UNDERGROUND - AMERICAN STRUCTUREPOINT INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.5580 1 FAX 317.543.0270 www.structurepoint.com 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 CERT IF Y: . SCHRAGE ISSUANCEINDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS REVISION SCHEDULE NO. DESCRIPTION DATE 1 CITY COMMENTS 01/28/2016 /2\ TAC COMMENTS 04/13/2016 Project Number 2014.00194 GENERAL NOTES C002 2014.00194. CE. C002. GN . d w g 0- " N N 0 N 4 w Q 0 O a EARTHWORK: A. GENERAL 1. EARTHWORK INCLUDES CLEARING, GRUBBING, SUBGRADE PREPARATION, REMOVAL OF TREES AND VEGETATION (INCLUDING STUMPS), PROTECTION OF TREES TO REMAIN, STRIPPING AND STORAGE OF TOPSOIL, FILL COMPACTION AND ROUGH GRADING OF ENTIRE SITE AS INDICATED ON DRAWINGS. 2. THE CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANY CHANGES, ERRORS, OR OMISSIONS FOUND ON THE PLANS OR IN THE FIELD, BEFORE WORK IS STARTED OR RESUMED. 3. CONTRACTOR SHALL PROVIDE AND PLACE ANY ADDITIONAL FILL MATERIAL FROM OFF THE SITE AS MAY BE NECESSARY TO PRODUCE THE GRADES REQUIRED AS SHOWN ON THE DRAWINGS. FILL OBTAINED FROM OFF SITE MUST BE SUITABLE SOIL AS DEFINED IN THE SPECIFICATIONS OR AS OTHERWISE APPROVED BY OWNER. 4. THE CONTRACTOR SHALL ACCEPT THE SITE IN ITS CURRENT STATE AND SHALL REMOVE ALL TRASH, RUBBISH, AND DEBRIS FROM THE SITE PRIOR TO STARTING EXCAVATION. 5. EXCEPT FOR STRIPPED TOPSOIL AND OTHER MATERIALS INDICATED TO BE STOCKPILED OR OTHERWISE REMAIN OWNER'S PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM PROJECT SITE. 6. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, DRIVES, FACIUTiES, ETC. WITHOUT OWNER PERMISSION OR AUTHORITY HAVING JURISDICTION. 7. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING EARTHWORK AND CLEARING OPERATIONS. EROSION CONTROL MEASURES SHOULD BE PROTECTED AND MAINTAINED THROUGHOUT CONSTRUCTION. 8. CONTRACTOR SHALL CAREFULLY MAINTAIN ALL BENCHMARKS, MONUMENTS, AND OTHER REFERENCE POINTS. IF DISTURBED, CONTRACTOR SHALL ENGAGE LICENSED LAND SURVEY FOR REPLACEMENT OF REFERENCE POINTS. 9. WHERE THESE SPECIFICATIONS CONFLICT WITH CITY OF CARMEL STANDARDS, THE STANDARDS OF THE JURISDICTION HAVING AUTHORITY SHALL PREVAIL B. MATERIALS 1. CONTRACTOR TO PROVIDE BORROW SOIL MATERIALS WHEN SUFFICIENT SATISFACTORY SOIL MATERIALS ARE NOT AVAILABLE FROM EXCAVATIONS. 2. SATISFACTORY (OR SUITABLE) SOILS: SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, AND SM ACCORDING TO ASTM D2487, OR A COMBINATION OF THESE GROUPS; FREE OF ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION AND OTHER DELETERIOUS MATERIAL 3. UNSATISFACTORY (OR UNSUITABLE) SOILS: SOIL CLASSIFICATION GROUPS GC, SC, CL, ML, OL, CH, MH, OH, AND PT ACCORDING TO ASTM D 2487, OR A COMBINATION OF THESE GROUPS. UNSATISFACTORY SOILS ALSO INCLUDES SATISFACTORY SOILS NOT MAINTAINED WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT AT TiME OF COMPACTION. C. EXECUTION 1. CONTRACTOR SHALL LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP UTiUTiES INDICATED TO BE REMOVED OR ABANDONED IN PLACE. DO NOT INTERRUPT UTiUTiES SERVING FACIUTIES OCCUPIED BY OWNER UNLESS PERMISSION IS GRANTED. NOTIFY OWNER AT LEAST TWO DAYS IN ADVANCE OF PROPOSED UTILITY INTERRUPTIONS. 2. REMOVE OBSTRUCTIONS, TREES, SHRUBS, AND OTHER VEGETATION AS REQUIRED FOR NEW CONSTRUCTION. STRIP TOPSOIL TO DEPTH AS REQUIRED IN THE FIELD TO PREVENT INTERMINGLING WITH UNDERLYING SUBSOIL OR OTHER WASTE MATERIALS. STOCKPILE TOPSOIL AWAY FROM EXCAVATIONS WITHOUT INTERMIXING WITH SUBSOIL AND GRADE STOCKPILES TO DRAIN SURFACE WATER. 3. REMOVE EXISTING ABOVE AND BELOW -GRADE IMPROVEMENTS AS INDICATED AND NECESSARY TO FACIUTATE NEW CONSTRUCTION. 4. PROTECT SUBGRADES AND FOUNDATION SOILS FROM FREEZING TEMPERATURES, FROST, AND PONDING WATER. 5. EXCAVATE TO INDICATED ELEVATIONS AND DIMENSIONS FOR ALL STRUCTURES, WALKS, PAVEMENTS, AND UTILITY TRENCHES. 6. CONTRACTOR SHALL FURNISH AND OPERATE ALL DEWATERING MEASURES REQUIRED TO FACILITATE NEW CONSTRUCTION AND IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. 6. PROOF ROLL SUBGRADE BELOW BUILDING PAVEMENTS WITH A PNEUMATIC -TIRED DUMP TRUCK TO IDENTIFY SOFT POCKETS AND AREAS OF EXCESS YIELDING. DO NOT PROOF ROLL WET OR SATURATED SUBGRADES. RECONSTRUCT SUBGRADES DAMAGED BY FREEZING TEMPERATURES, FROST, RAIN, ACCUMULATED WATER, OR CONSTRUCTION ACTIVITIES AS DIRECTED BY ENGINEER OR OWNER REPRESENTATIVE, WITHOUT ADDITIONAL COMPENSATION. 7. BACKFILL ALL UTIUTY TRENCHES BENEATH PAVEMENT (AND WITHIN 5') WITH GRANULAR MATERIAL 8. SOIL FILL' USE SATISFACTORY SOIL MATERIAL UNDER ALL WALKS, PAVEMENTS, STEPS, RAMPS, BUILDING SLABS, FOOTINGS, AND FOUNDATIONS. 9. UNIFORMLY MOISTEN OR AERATE SUBGRADE AND EACH SUBSEQUENT FILL OR BACKFILL SOIL LAYER BEFORE COMPACTION TO WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT. DO NOT PLACE BACKFILL OR FILL SOIL MATERIAL ON SURFACES THAT ARE MUDDY, FROZEN, OR CONTAIN FROST OR ICE. REMOVE AND REPLACE, OR SCARIFY AND AIR DRY, OTHERWISE SATISFACTORY SOIL MATERIAL THAT EXCEEDS OPTIMUM MOISTURE CONTENT BY 2 PERCENT AND IS TOO WET TO COMPACT TO SPECIFIED UNIT WEIGHT. 10. COMPACTION OF SOIL BACKFILLS AND FILLS: COMPACT ALL FILL MATERIAL BELOW STRUCTURES, PAVEMENTS, WALKS, UTILITY TRENCHES, AND STEPS (AND WITHIN 5 FEET OF SAID AREAS) TO 98 PERCENT OF THE MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698 (STANDARD PROCTOR DENSITY). COMPACT ALL FILL MATERIALS BELOW TURF OR UNPAVED AREAS TO 90 PERCENT OF THE MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698 (STANDARD PROCTOR DENSITY). ALL FILL MATERIALS TO BE COMPACTED IN MAXIMUM 8 -INCH UFTS. 11. SITE ROUGH GRADING: SLOPE GRADES TO DIRECT WATER AWAY FROM BUILDINGS AND TO PREVENT PONDING. FINISH SUBGRADES TO REQUIRED ELEVATIONS WITHIN THE FOLLOWING TOLERANCES: i. TURF OR UNPAVED AREAS: PLUS OR MINUS 1 INCH ii. WALKS: PLUS OR MINUS 1/2 INCH. iii. PAVEMENTS: PLUS OR MINUS 1/2 INCH Iv. INSIDE BUILDING UNES: FINISH SUBGRADE TO A TOLERANCE OF } INCH WHEN TESTED WITH A 10 -FOOT STRAIGHTEDGE. 12. QUALITY CONTROL QUAUFlED GEOTECHNICAL ENGINEER TO BE ENGAGED AS TESTING AGENCY AS DIRECTED BY OWNER. 13. REPAIR AND REESTABUSH GRADES TO SPECIFIED TOLERANCES WHERE COMPLETED OR PARTIALLY COMPLETED SURFACES BECOME ERODED, RUTTED, SETTLED, OR WHERE THEY LOSE COMPACTION DUE TO SUBSEQUENT CONSTRUCTION OPERATIONS OR WEATHER. STORM SEWER: A. GENERAL 1. STORM SEWER INCLUDES ALL PIPES, FITTINGS, MANHOLES, CLEANOUTS, TRANSITION COUPUNGS, CATCH BASINS, INLETS, END SECTIONS, AND OUTLETS. 2. THE CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANY CHANGES, ERRORS, OR OMISSIONS FOUND ON THE PLANS OR IN THE FIELD, BEFORE WORK IS STARTED OR RESUMED. 3. CONTRACTOR SHALL LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP UTiUTiES INDICATED TO BE REMOVED OR ABANDONED IN PLACE. DO NOT INTERRUPT UTIUTiES SERVING FACIUTiES OCCUPIED BY OWNER UNLESS PERMISSION IS GRANTED. NOTIFY OWNER AT LEAST TWO DAYS IN ADVANCE OF PROPOSED U11UTY INTERRUPTIONS. B. PRODUCTS 1. PE PIPE AND FITTINGS: PE DRAINAGE PIPE AND FITTINGS NP 3 TO NPS 10, AASHTO M 252M, TYPE S, WITH SMOOTH WATERWAY FOR COUPUNG JOINTS. PE DRAINAGE PIPE AND FITTINGS NPS 12 TO NPS 60, AASHTO M 294M, TYPE S, WITH SMOOTH WATERWAY FOR COUPUNG JOINTS. 2. PVC PIPE AND FITTINGS: PIPE: ASTM F 949, PVC, CORRUGATED PIPE WITH BELL AND SPIGOT ENDS FOR GASKETED JOINTS. FITTINGS: ASTM 949, PVC MOLDED OR FABRICATED, SOCKET TYPE. GASKETS: ASTM F 477, ELASTOMERIC SEALS. 3. CONCRETE PIPE AND FITTINGS: REINFORCED CONCRETE SEWER PIPE AND FITTINGS MEETING ASTM C 76 WITH BELL AND SPIGOT ENDS AND GASKETED JOINTS WITH ASTM C 443 RUBBER GASKETS. PIPE TO BE CLASS Ill UNLESS OTHERWISE INDICATED ON PLANS. 4. COMPLY WITH ASTM C 1173, ELASTOMERIC SLEEVE -TYPE REDUCING OR TRANSITION COUPUNG, FOR JOINTING UNDERGROUND NON -PRESSURE PIPING. INCLUDE ENDS OF SAME SIZES AS PIPING TO BE JOINED, AND CORROSION -RESISTANT METAL TENSION BAND AND TIGHTENING MECHANISM ON EACH END. 5. CLEANOUTS: CAST IRON CLEANOUTS: ASME A112.36.2M ROUND, GRAY -IRON HOUSING WITH CLAMPING DEVICE AND ROUND, SECURED, SCORIATED, GRAY -IRON COVER. HEAVY DUTY TOP LOADING IS REQUIRED. PLASTIC CLEANOUTS: PVC BODY WITH PVC THREADED PLUG. 6. MANHOLES AND CATCH BASINS: STANDARD REINFORCED PRECAST CONCRETE MANHOLES MEETING ASTM C 478. MINIMUM 48 -INCH DIAMETER UNLESS OTHERWISE INDICATED. BASE SECTION TO BE MINIMUM 6 -INCH THICKNESS AND 4 -INCH THICKNESS FOR WALLS AND BASE RISER SECTION. REINFORCED CONCRETE GRADE RINGS, 6-9 INCH TOTAL THICKNESS, TO MATCH DIAMETER OF MANHOLE FRAME AND COVER. MANHOLE FRAMES AND COVERS AS INDICATED ON DRAWINGS. PIPE CONNECTORS SHOULD BE PROVIDED TO MEET ASTM C293, RESIDENT, OF SIZE REQUIRED, FOR EACH PIPE CONNECTING TO THE BASE SECTION. 7. CONCRETE: CAST -IN-PLACE CONCRETE ACCORDING TO ACI 318 AND ACI 350/35OR AND IN ACCORDANCE WITH THE FOLLOWING: i. CEMENT. ASTM C 150, TYPE III ii. FINE AGGREGATE: ASTM C 33, SAND iii. COARSE AGGREGATE: ASTM C 33, CRUSHED GRAVEL iv. WATER: POTABLE 8. PORTLAND CEMENT DESIGN MIX: 4,000 PSI MINIMUM WITH 0.45 MAXIMUM WATER/CEMENTiOUS MATERIALS RATiO. REINFORCING FABRIC TO MEET ASTM A 185/A 185M, STEEL, WELDED WIRE FABRIC, PLAIN. REINFORCING BARS TO MEET ASTM A 615/A 615M, GRADE 60 DEFORMED STEEL 9. MANHOLE CHANNELS TO BE FORMED WITH AN INVERT SLOPE OF 2 PERCENT THROUGH THE MANHOLE AND BENCHES AT 4 PERCENT, SLOPED TO DRAIN INTO CHANNEL 10. INLETS: PROVIDE INLETS WITH HEAVY DUTY CASTINGS AS SHOWN ON DRAWINGS. 11. OUTLETS: CONCRETE END SECTION SHOULD BE PROVIDED AT ALL PIPE ENDS AND AS INDICATED ON DRAWINGS. RIP RAP APRONS TO BE INSTALLED AT ALL END SECTIONS TO DIMENSIONS INDICATED. AVERAGE RIP -RAP SIZE TO BE 6 -INCHES UNLESS OTHERWISE INDICATED ON DRAWINGS. C. EXECUTION 1. INSTALL PIPING BEGINNING AT LOW POINT, TRUE TO GRADES AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. PLACE BELL ENDS OF PIPING FACING UPSTREAM. INSTALL GASKETS, SEALS, SLEEVES, AND OTHER COUPUNGS ACCORDING TO MANUFACTURERS WRITTEN INSTRUCTIONS. 2. WHEN INSTAWNG PIPE UNDER STREETS OR OTHER OBSTRUCTIONS THAT CANNOT BE DISTURBED, USE PIPE -JACKING PROCESS OF MICRO-TUNNEUNG. 3. INSTALL PIPING PITCHED DOWN IN DIRECTION OF FLOW. INSTALL PE CORRUGATED SEWER PIPING IN ACCORDANCE WITH ASTM D 2231. INSTALL PVC PIPING ACCORDING TO ASTM D 2321 AND ASTM F 1668. INSTALL REINFORCED CONCRETE SEWER PIPING IN ACCORDANCE WITH ASTM C 1479 AND ACPA'S "CONCRETE PIPE INSTALLATION MANUAL" 4. PIPE JOINT CONSTRUCTION: JOIN CORRUGATED PE PIPE ACCORDING TO ASTM D 3212 FOR PUSH ON JOINTS. JOIN PVC CORRUGATED SEWER PIPING IN ACCORDANCE WITH ASTM D 2321 FOR ELASTOMERIC-SEAL JOINTS. JOIN REINFORCED CONCRETE PIPE ACCORDING TO ACPA'S "CONCRETE PIPE INSTALLATION MANUAL" FOR RUBBER-GASKETED JOINTS. JON DISSIMILAR PIPE MATERIALS WITH NON -PRESSURE TYPE FLEXIBLE COUPLING& 5. CONTRACTOR TO INSPECT INTERIOR OF PIPING AND MANHOLES FOR DEFECTS. DEFECTS REQUIRING CORRECTION INCLUDE THE FOLLOWING: i. AUGNMENT: LESS THAN FULL DIAMETER OF INSIDE OF PIPE IS VISIBLE BETWEEN STRUCTURES. If. DEFLECTION: FLEXIBLE PIPING WITH DEFLECTION THAT PREVENTS PASSAGE OF BALL OR CYLINDER OF SIZE NOT LESS THAN 92.5 PERCENT OF PIPING DIAMETER. iii. DAMAGE: CRUSHED, BROKEN, CRACKED, OR OTHERWISE DAMAGED PIPING. iv. INFILTRATION: WATER LEAKAGE INTO PIPING. v. EXFILTRATION: WATER LEAKAGE FROM OR AROUND PIPING STORM SEWER (CONT.): REPLACE DEFECTIVE PIPING USING NEW MATERIALS, AND REPEAT INSPECTION UNTIL DEFECTS ARE WITHIN ALLOWANCES SPECIFIED. 6. TEST NEW PIPING SYSTEMS, AND PARTS OF EXISTING SYSTEMS THAT HAVE BEEN ALTERED, EXTENDED, REPAIRED, FOR LEAKS AND DEFECTS. FOR GRAVITY FLOW STORM DRAINAGE PIPING: TEST ACCORDING TO REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION, UNI -B-6, AND THE FOLLOWING: i. EXCEPTION: PIPING WITH SOILTIGHT JOINTS UNLESS REQUIRED BY AUTHORITIES HAVING JURISDICTION. ti. OPTION: TEST PLASTIC PIPING ACCORDING TO ASTM F 1417 ill. OPTION: TEST CONCRETE PIPING ACCORDING TO ASTM C 924 7. SUBMIT TESTING REPORTS AS REQUIRED BY OWNER OR AUTHORITY HAVING JURISDICTION. ASPHALT PAVING: A. GENERAL 1. THE CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANY CHANGES, ERRORS, OR OMISSIONS FOUND ON THE PLANS OR IN THE FIELD, BEFORE WORK IS STARTED OR RESUMED. 2. USE MATERIALS AND GRADATIONS THAT HAVE PERFORMED SATISFACTORILY IN PREVIOUS INSTALLATIONS. B. PRODUCTS 1. AGGREGATES I. COURSE AGGREGATE: ASTM D 692/D92M, SOUND; ANGULAR CRUSHED STONE, CRUSHED GRAVEL, OR CURED, CRUSHED BLAST-FURNANCE SLAG. If. FINE AGGREGATE: ASTM D 1073 OR AASHTO M 29, SHARP -EDGED NATURAL SAND OR SAND PREPARED FROM STONE, GRAVEL, CURED BLAST-FURNANCE SLAG, OR COMBINATIONS THEREOF. a. FOR HOT -MIX ASPHALT, UMIT NATURAL SAND TO A MAXIMUM OF 20 PERCENT BY WEIGHT OF THE TOTAL AGGREGATE MASS. iii. MINERAL FILLER: ASTM D 242 OR AASHTO M 17, ROCK OR SLAG DUST, HYDRAUUC CEMENT, OR OTHER INERT MATERIAL 2. ASPHALT MATERIALS i. ASPHALT BINDER: AASHTO M 320, PG 64-22 (OR AS OTHERWISE RECOMMENDED BY INDOT STANDARDS) Il. ASPHALT CEMENT. PER INDOT STANDARDS iii. CUTBACK PRIME COAT. PER INDOT STANDARDS iv. EMULSIFIED ASPHALT PRIME COAT: PER INDOT STANDARDS V. TACK COAT' PER INDOT STANDARDS A. WATER: POTABLE. vii. UNDERSEAUNG ASPHALT: ASTM D 3141; PUMPING CONSISTENCY. 3. AUXIUARY MATERIALS I. RECYCLED MATERIALS FOR HOT -MIX ASPHALT MIXES: RECLAIMED ASPHALT PAVEMENT, RECLAIMED, UNBOUND AGGREGATE BASE MATERIAL; AND RECYCLED ASPHALT SHINGLES FROM SOURCES AND GRADATIONS THAT HAVE PERFORMED SATISFACTORILY IN PREVIOUS INSTALLATIONS, EQUAL TO PERFORMANCE OF REQUIRED HOT -MIX ASPHALT PAVING PRODUCED FROM ALL NEW MATERIALS. ii. HERBICIDE: COMMERCIAL CHEMICAL FOR WEED CONTROL, REGISTERED BY THE EPA, AND NOT CLASSIFIED AS "RESTRICTED USE" FOR LOCATIONS AND CONDITIONS OF APPUCATiON. PROVIDE IN GRANULAR, UQUID, OR WETTABLE POWDER FORM. iii. SAND: ASTM D 1073 OR AASHTO M 29, GRADE NO. 2 OR NO. 3. 4. MIXES I. RECYCLED CONTENT OF HOT -MIX ASPHALT: PER INDOT STANDARDS ii. HOT -MIX ASPHALT: DENSE -GRADED, HOT -WD, HOT -MIX ASPHALT PLANT MIXES APPROVED BY INDOT AND COMPLYING WITH THE FOLLOWING REQUIREMENTS: a. PROVIDE MIXES WITH A HISTORY OF SATISFACTORY PERFORMANCE IN GEOGRAPHICAL AREA WHERE PROJECT IS LOCATED. b. BASE COURSE: 25.0 MM OR 19.0 MM (AS INDICATED ON DRAWINGS) C. SURFACE COURSE: 9.5MM C. EXECUTION 1. EXAMINATION i. VERIFY THAT SUBGRADE IS DRY AND IN SUITABLE CONDITION TO BEGIN PAVING. ii. PROOF -ROLL SUBGRADE BELOW PAVEMENTS WITH HEAVY PNEUMATIC -TIRED EQUIPMENT TO IDENTIFY SOFT POCKETS AND AREAS OF EXCESS YIELDING. DO NOT PROOF -ROLL WET OR SATURATED SUBGRADES. PROOFROLL TO BE PERFORMED BY QUAUFlED GEOTECHNICAL ENGINEER. a. COMPLETELY PROOF -ROLL SUBGRADE IN ONE DIRECTION OMIT VEHICLE SPEED TO 3 MPH. b. PROOF ROLL WITH A LOADED 10 -WHEEL, TANDEM -AXLE DUMP TRUCK WEIGHING NOT LESS THAN 15 TONS C. EXCAVATE SOFT SPOTS, UNSATISFACTORY SOILS, AND AREAS OF EXCESSIVE PUMPING OR RUTTING, AS DETERMINED BY ENGINEER, AND REPLACE WITH COMPACTED BACKFILL OR FILL AS DIRECTED. d. PROCEED WITH PAVING ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 2. SURFACE PREPARATION i. GENERAL: IMMEDIATELY BEFORE PLACING ASPHALT MATERIALS, REMOVE LOOSE AND DELETERIOUS MATERIAL FROM SUBSTRATE SURFACES. ENSURE THAT PREPARED SUBGRADE IS READY TO RECEIVE PAVING. ii. HERBICIDE TREATMENT. APPLY HERBICIDE ACCORDING TO MANUFACTURER'S RECOMMENDED RATES AND WRITTEN APPUCATiON INSTRUCTIONS. APPLY TO DRY, PREPARED SUBGRADE OR SURFACE OF COMPACTED -AGGREGATE BASE BEFORE APPLYING PAVING MATERIALS. a. MIX HERBICIDE WITH PRIME COAT IF FORMULATED BY MANUFACTURER FOR THAT PURPOSE. iii. CUTBACK PRIME COAT. APPLY UNIFORMLY OVER SURFACE OF COMPACTED UNBOUND -AGGREGATE BASE COURSE AT A RATE OF 0.15 TO 0.50 GAL/SQ. YD. APPLY ENOUGH MATERIAL TO PENETRATE AND SEAL, BUT NOT FLOOD, SURFACE. ALLOW PRIME COAT TO CURE. a. IF PRIME COAT IS NOT ENTIRELY ABSORBED WITHIN 24 HOURS AFTER APPUCATiON, SPREAD SAND OVER SURFACE TO BLOT EXCESS ASPHALT. USE ENOUGH SAND TO PREVENT PICKUP UNDER TRAFFIC. REMOVE LOOSE SAND BY SWEEPING BEFORE PAVEMENT IS PLACED AND AFTER VOLATILES HAVE EVAPORATED. b. PROTECT PRIMED SUBSTRATE FROM DAMAGE UNTiL READY TO RECEIVE PAVING. iv. TACK COAT. APPLY UNIFORMLY TO SURFACES OF EXISTING PAVEMENT AT A RATE OF 0.05 TO 0.15 GAL/SQ. YD. a. ALLOW TACK COAT TO CURE UNDISTURBED BEFORE APPLYING HOT -MIX ASPHALT PAVING. b. AVOID SMEARING OR STAINING ADJOINING SURFACES, APPURTENANCES, AND SURROUNDINGS. REMOVE SPILLAGES AND CLEAN AFFECTED SURFACES. 3. PLACING HOT -MIX ASPHALT i. MACHINE PLACE HOT -MIX ASPHALT ON PREPARED SURFACE, SPREAD UNIFORMLY, AND STRIKE OFF. PLACE ASPHALT MIX BY HAND IN AREAS INACCESSIBLE TO EQUIPMENT IN A MANNER THAT PREVENTS SEGREGATION OF MIX. PLACE EACH COURSE TO REQUIRED GRADE, CROSS SECTION, AND THICKNESS WHEN COMPACTED. a. PLACE HOT -MIX ASPHALT BASE COURSE IN NUMBER OF UFTS AND THICKNESSES INDICATED. b. PLACE HOT -MIX ASPHALT SURFACE COURSE IN SINGLE UFT. C. SPREAD MIX AT A MINIMUM TEMPERATURE OF 250 DEG F d. BEGIN APPLYING MIX ALONG CENTERUNE OF CROWN FOR CROWNED SECTIONS AND ON HIGH SIDE OF ONE-WAY SLOPES UNLESS OTHERWISE INDICATED. e. REGULATE PAVER MACHINE SPEED TO OBTAIN SMOOTH, CONTINUOUS SURFACE FREE OF PULLS AND TEARS IN ASPHALT -PAVING MAT. if. PLACE PAVING IN CONSECUTIVE STRIPS NOT LESS THAN 10 FEET WIDE UNLESS INFILL EDGE STRIPS OF A LESSER WIDTH ARE REQUIRED. a. AFTER FIRST STRIP HAS BEEN PLACED AND ROLLED, PLACE SUCCEEDING STRIPS AND EXTEND ROWNG TO OVERLAP PREVIOUS STRIPS. OVERLAP MIX PLACEMENT ABOUT 1 TO 1-1/2 INCHES FROM STRIP TO STRIP TO ENSURE PROPER COMPACTION OF MIX ALONG LONGITUDINAL JOINTS. b. COMPLETE A SECTION OF ASPHALT BASE COURSE BEFORE PLACING ASPHALT SURFACE COURSE. iii. PROMPTLY CORRECT SURFACE IRREGULARITIES IN PAVING COURSE BEHIND PAVER. USE SUITABLE HAND TOOLS TO REMOVE EXCESS MATERIAL FORMING HIGH SPOTS. FILL DEPRESSIONS WITH HOT -MIX ASPHALT TO PREVENT SEGREGATION OF MIX; USE SUITABLE HAND TOOLS TO SMOOTH SURFACE. 4. JOINTS I. CONSTRUCT JOINTS TO ENSURE A CONTINUOUS BOND BETWEEN ADJOINING PAVING SECTIONS. CONSTRUCT JOINTS FREE OF DEPRESSIONS, WITH SAME TEXTURE AND SMOOTHNESS AS OTHER SECTIONS OF HOT -MIX ASPHALT COURSE. a. CLEAN CONTACT SURFACES AND APPLY TACK COAT TO JOINTS. b. OFFSET LONGITUDINAL JOINTS, IN SUCCESSIVE COURSES, A MINIMUM OF 6 INCHES C. OFFSET TRANSVERSE JOINTS, IN SUCCESSIVE COURSES, A MINIMUM OF 24 INCHES d. CONSTRUCT TRANSVERSE JOINTS AT EACH POINT WHERE PAVER ENDS A DAY'S WORK AND RESUMES WORK AT A SUBSEQUENT TiME. CONSTRUCT THESE JOINTS USING EITHER "BULKHEAD" OR "PAPERED" METHOD ACCORDING TO AI MS -22, FOR BOTH "ENDING A LANE" AND "RESUMPTION OF PAVING OPERATIONS." S. COMPACT JOINTS AS SOON AS HOT -MIX ASPHALT WILL BEAR ROLLER WEIGHT WITHOUT EXCESSIVE DISPLACEMENT. f. COMPACT ASPHALT AT JOINTS TO A DENSITY WITHIN 2 PERCENT OF SPECIFIED COURSE DENSITY. 5. COMPACTION i. GENERAL: BEGIN COMPACTION AS SOON AS PLACED HOT -MIX PAVING WILL BEAR ROLLER WEIGHT WITHOUT EXCESSIVE DISPLACEMENT. COMPACT HOT -MIX PAVING WITH HOT, HAND TAMPERS OR WITH VIBRATORY -PLATE COMPACTORS IN AREAS INACCESSIBLE TO ROLLERS. a. COMPLETE COMPACTION BEFORE MIX TEMPERATURE COOLS TO 185 DEG F If. BREAKDOWN ROWNG: COMPU=TE BREAKDOWN OR INITIAL ROWNG IMMEDIATELY AFTER ROWNG JOINTS AND OUTSIDE EDGE. EXAMINE SURFACE IMMEDIATELY AFTER BREAKDOWN ROWNG FOR INDICATED CROWN, GRADE, AND SMOOTHNESS. CORRECT LAYDOWN AND ROWNG OPERATIONS TO COMPLY WITH REQUIREMENTS. iii. INTERMEDIATE ROWNG: BEGIN INTERMEDIATE ROWNG IMMEDIATELY AFTER BREAKDOWN ROWNG WHILE HOT -MIX ASPHALT IS STiLL HOT ENOUGH TO ACHIEVE SPECIFIED DENSITY. CONTINUE ROWNG UNTiL HOT -MIX ASPHALT COURSE HAS BEEN UNIFORMLY COMPACTED TO THE FOLLOWING DENSITY: a. AVERAGE DENSITY. 96 PERCENT OF REFERENCE LABORATORY DENSITY ACCORDING TO ASTM D 6927 OR AASHTO T 245, BUT NOT LESS THAN 94 PERCENT OR GREATER THAN 100 PERCENT. b. AVERAGE DENSITY: 92 PERCENT OF REFERENCE MAXIMUM THEORETICAL DENSITY ACCORDING TO ASTM D 2041, BUT NOT LESS THAN 90 PERCENT OR GREATER THAN 96 PERCENT. iv. FINISH ROWNG: FINISH ROLL PAVED SURFACES TO REMOVE ROLLER MARKS WHILE HOT -MIX ASPHALT IS STILL WARM. V. EDGE SHAPING: WHILE SURFACE IS BEING COMPACTED AND FINISHED, TRIM EDGES OF PAVEMENT TO PROPER ALIGNMENT. BEVEL EDGES WHILE ASPHALT IS STILL HOT, COMPACT THOROUGHLY. A. REPAIRS: REMOVE PAVED AREAS THAT ARE DEFECTIVE OR CONTAMINATED WITH FOREIGN MATERIALS AND REPLACE WITH FRESH, HOT -MIX ASPHALT. COMPACT BY ROWNG TO SPECIFIED DENSITY AND SURFACE SMOOTHNESS. All. PROTECTION: AFTER FINAL ROWNG, DO NOT PERMIT VEHICULAR TRAFFIC ON PAVEMENT UNTiL IT HAS COOLED AND HARDENED. Aiil. ERECT BARRICADES TO PROTECT PAVING FROM TRAFFIC UNTIL MIXTURE HAS COOLED ENOUGH NOT TO BECOME MARKED. 6. INSTALLATION TOLERANCES I. PAVEMENT THICKNESS: COMPACT EACH COURSE TO PRODUCE THE THICKNESS INDICATED WITHIN THE FOLLOWING TOLERANCES: a. BASE COURSE: PLUS OR MINUS 1/2 INCH b. SURFACE COURSE: PLUS 1/4 INCH NO MINUS. ii. PAVEMENT SURFACE SMOOTHNESS: COMPACT EACH COURSE TO PRODUCE A SURFACE SMOOTHNESS WITHIN THE FOLLOWING TOLERANCES AS DETERMINED BY USING A 10 -FOOT STRAIGHTEDGE APPUED TRANSVERSELY OR LONGITUDINALLY TO PAVED AREAS: a. BASE COURSE: 1/4 INCH b. SURFACE COURSE: 1/8 INCH C. CROWNED SURFACES: TEST WITH CROWNED TEMPLATE CENTERED AND AT RIGHT ANGLE TO CROWN. MAXIMUM ALLOWABLE VARIANCE FROM TEMPLATE IS 1/4 INCH 7. FIELD QUAUTY CONTROL i. TESTING AGENCY: OWNER TO ENGAGE A QUAUFlED TESTING AGENCY TO PERFORM TESTS AND INSPECTIONS. ti. THICKNESS: IN-PLACE COMPACTED THICKNESS OF HOT -MIX ASPHALT COURSES WILL BE DETERMINED ACCORDING TO ASTM D 3549. Ili. SURFACE SMOOTHNESS: FINISHED SURFACE OF EACH HOT -MIX ASPHALT COURSE WILL BE TESTED FOR COMPUANCE WITH SMOOTHNESS TOLERANCES. iv. IN-PLACE DENSITY: TESTING AGENCY WILL TAKE SAMPLES OF UNCOMPACTED PAVING MIXTURES AND COMPACTED PAVEMENT ACCORDING TO ASTM D 979 OR AASHTO T 168. a. REFERENCE MAXIMUM THEORETICAL DENSITY WILL BE DETERMINED BY AVERAGING RESULTS FROM FOUR SAMPLES OF HOT -MIX ASPHALT -PAVING MIXTURE DEUVERED DAILY TO SITE, PREPARED ACCORDING TO ASTM D 2041, AND COMPACTED ACCORDING TO JOB -MIX SPECIFICATIONS. b. IN-PLACE DENSITY OF COMPACTED PAVEMENT WILL BE DETERMINED BY TESTING CORE SAMPLES ACCORDING TO ASTM D 1188 OR ASTM D 2726. V. ONE CORE SAMPLE WILL BE TAKEN FOR EVERY 1000 SQ. YD. OR LESS OF INSTALLED PAVEMENT, WITH NO FEWER THAN THREE CORES TAKEN. A. FIELD DENSITY OF IN-PLACE COMPACTED PAVEMENT MAY ALSO BE DETERMINED BY NUCLEAR METHOD ACCORDING TO ASTM D 2950 AND CORRELATED WITH ASTM D 1188 OR ASTM D 2726. vii. REPLACE AND COMPACT HOT -MIX ASPHALT WHERE CORE TESTS WERE TAKEN. viii. REMOVE AND REPLACE OR INSTALL ADDITIONAL HOT -MIX ASPHALT WHERE TEST RESULTS OR MEASUREMENTS INDICATE THAT IT DOES NOT COMPLY WITH SPECIFIED REQUIREMENTS. CONCRETE PAVING: A. GENERAL 1. CONCRETE PAVING SECTION INCLUDES DRIVEWAYS, ROADWAYS, PARKING LOTS, CURBS AND GUTTERS, WALKS, AND CONCRETE APRONS. 2. ACTION SUBMITTALS I. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. ii. OTHER ACTION SUBMITTALS a. DESIGN MIXTURES: FOR EACH CONCRETE PAVING MIXTURE. INCLUDE ALTERNATE DESIGN MIXTURES WHEN CHARACTERISTICS OF MATERIALS PROJECT CONDITIONS, WEATHER, TEST RESULTS, OR OTHER CIRCUMSTANCES WARRANT ADJUSTMENTS. b. MATERIAL TEST REPORTS: FROM A QUAUFlED TESTING AGENCY INDICATING AND INTERPRETING TEST RESULTS FOR COMPLIANCE OF THE FOLLOWING WITH REQUIREMENTS INDICATED, BASED ON COMPREHENSIVE TESTING OF CURRENT MATERIALS. 3. QUALITY ASSURANCE i. READY -MIX -CONCRETE MANUFACTURER QUALFICATiONS: A FIRM EXPERIENCED IN MANUFACTURING READY -MIXED CONCRETE PRODUCTS AND THAT COMPUES WITH ASTM C 94/C 94M REQUIREMENTS FOR PRODUCTION FACIUTiES AND EQUIPMENT. if. ACI PUBUCATiONS: COMPLY WITH ACI 301 (ACI 301M) UNLESS OTHERWISE INDICATED. Ili. HANDICAP STANDARDS: PROVIDE RAMPS INDICATED FOR HANDICAP ACCESS IN ACCORDANCE WITH ANSI A117 AND FEDERAL AMERICANS WITH DISABIUTIES ACT (ADA). B. PRODUCTS 1. STEEL REINFORCEMENT I. RECYCLED CONTENT. POST CONSUMER RECYCLED CONTENT PLUS ONE-HALF OF PRECONSUMER RECYCLED CONTENT NOT LESS THAN 25 PERCENT. if. PLAIN -STEEL WELDED WIRE REINFORCEMENT. ASTM A 185/A 185M, FABRICATED FROM AS -DRAWN STEEL WIRE INTO FLAT SHEETS. Ili. DEFORMED -STEEL WELDED WIRE REINFORCEMENT: ASTM A 497/A 497M, FLAT SHEET. iv. REINFORCING BARS: ASTM A 615/A 615M, GRADE 60 (GRADE 420); DEFORMED. V. PLAIN -STEEL WIRE: ASTM A 82/A 82M, AS DRAWN. A. DEFORMED -STEEL WIRE: ASTM A 496/A 496M. vii. DOWEL BARS: ASTM A 615/A 615M, GRADE 60 (GRADE 420) PLAIN -STEEL BARS; ZINC COATED (GALVANIZED) AFTER FABRICATION ACCORDING TO ASTM A 767/A 767M, CLASS I COATING. CUT BARS TRUE TO LENGTH WITH ENDS SQUARE AND FREE OF BURRS. viii. BAR SUPPORTS: BOLSTERS, CHAIRS, SPACERS, AND OTHER DEVICES FOR SPACING, SUPPORTING, AND FASTENING REINFORCING BARS, WELDED WIRE REINFORCEMENT, AND DOWELS IN PLACE. MANUFACTURE BAR SUPPORTS ACCORDING TO CRSI'S "MANUAL OF STANDARD PRACTICE" FROM STEEL WIRE, PLASTIC, OR PRECAST CONCRETE OF GREATER COMPRESSIVE STRENGTH THAN CONCRETE SPECIFIED. 2. CONCRETE MATERIALS I. CEMENT111OUS MATERIAL: USE THE FOLLOWING CEMENTiTIOUS MATERIALS, OF SAME TYPE, BRAND, AND SOURCE THROUGHOUT PROJECT: a. PORTLAND CEMENT. ASTM C 150, PORTLAND CEMENT TYPE I. b. FLY ASH: ASTM C 618, CLASS C OR CLASS F. C. GROUND GRANULATED BLAST -FURNACE SLAG: ASTM C 989, GRADE 100 OR 120. if. NORMAL -WEIGHT AGGREGATES: ASTM C 33,UNIFORMLY GRADED, AND AS FOLLOWS: a. COMBINED AGGREGATE GRADATION: WELL GRADED FROM COARSEST TO FINEST WITH NOT MORE THAN 18 PERCENT AND NOT LESS THAN 8 PERCENT RETAINED ON A INDIVIDUAL SIEVE, EXPECT THAT LESS THAN 8 PERCENT MAY BE RETAINED ON COARSEST SIEVE AND ON NO. 50 SIEVE, AND LESS THAN 8 PERCENT MAY BE RETAINED ON SIEVES FINER THAN NO. 50. b. USE CRUSHED LIMESTONE COARSE AGGREGATE FOR CONCRETE EXPOSED TO WEATHER. Ili. WATER: POTABLE AND COMPLYING WITH ASTM C 94/C 94M. iv. AIR -ENTRAINING ADMIXTURE: ASTM C 260. V. CHEMICAL ADMIXTURES: ADMIXTURES CERTIFIED BY MANUFACTURER TO BE COMPATIBLE WITH OTHER ADMIXTURES AND TO CONTAIN NOT MORE THAN 0.1 PERCENT WATER-SOLUBLE CHLORIDE IONS BY MASS OF CEMENTITIOUS MATERIAL vi. NOTE: WHERE CLASS A, B, OR C CONCRETE IS REFERENCE IN PLANS OR SPECIFICATIONS, THE CLASS IS AS DEFINED IN ACI 347-04. 3. CURING MATERIALS i. ABSORPTIVE COVER: AASHTO M 182, CLASS 3, BURLAP CLOTH MADE FROM JUTE OR KENAF, WEIGHING APPROXIMATELY 9 OZ./SQ. YD. (305 G/SQ. M) DRY. if. MOISTURE -RETAINING COVER: ASTM C 171, POLYETHYLENE FILM OR WHITE BURLAP -POLYETHYLENE SHEET. ill. WATER: POTABLE. Iv. EVAPORATION RETARDER: WATERBORNE, MONOMOLECULAR, FILM FORMING, MANUFACTURED FOR APPUCATION TO FRESH CONCRETE. V. CLEAR, WATERBORNE, MEMBRANE -FORMING CURING COMPOUND: ASTM C 309, TYPE 1, CLASS B, DISSIPATING. A. WHITE, WATERBORNE, MEMBRANE -FORMING CURING COMPOUND: ASTM C 309, TYPE 2, CLASS B. DISSIPATING. 4. FIBER REINFORCEMENT i. FIBROUS REINFORCEMENT. 10OX VIRGIN HOMOPOLYMER POLYPROPYLENE MULTIFILAMENT FIBERS FOR SECONDARY REINFORCEMENT OF CONCRETE, ASTM C 116, TYPE III. SHALL CONTAIN NO REPROCESSED OLEFIN MATERIALS. a. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: FIBERMESH 150; PROPEX CONCRETE SYSTEMS CORP., STEALTH FIBER MICRO REINFORCEMENT, SI CONCRETE SYSTEMS, OR APPROVED EQUAL 5. RELATED MATERIALS i. JOINT FILLERS: ASTM D 1751, ASPHALT -SATURATED CELLULOSIC FIBER OR ASTM D 1752, CORK OR SELF -EXPANDING CORK IN PREFORMED STRIPS. ii. PENETRATING ANTi-SPAWNG SEALER: THE SEALER SHALL BE A SILANE WATER BASED COMPOUND WHICH HAS A 96X CHLORIDE -ION SCREEN AND A REPELLENCY FACTOR OF 92X WHEN TESTED IN ACCORDANCE WITH NCHRP X1244, TEST METHOD. IN ADDITION, THE SEALER -TREATED CONCRETE MUST EXHIBIT NO SCAUNG WHEN EXPOSED TO 120 CYCLES OF FREEZING -AND -THAWING IN ACCORDANCE WITH ASTM C 672. a. PRODUCTS: SUBJECT TO COMPUANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: "WEATHER WORKER HEAVY-DUTY WB (J-27 WB)"; DAYTON SUPERIOR CORP., "ENVIROSEAL 20"; HYDROZO INCORP., "PENTANE WB"; L & M CONSTRUCTION CHEMICALS, INC. 6. CONCRETE MIXTURES i. PREPARE DESIGN MIXTURES, PROPORTIONED ACCORDING TO ACI 301 (ACI 301M), WITH THE FOLLOWING PROPERTIES: a. COMPRESSIVE STRENGTH (28 DAYS): 4000 PSI (27.6 MPA). b. MAXIMUM WATER-CEMENTiTIOUS MATERIALS RATIO AT POINT OF PLACEMENT. 0.45. C. SLUMP OMIT: 5 INCHES (125 MM), PLUS OR MINUS 1 INCH (25 MM). d. AIR CONTENT. 6.5 PERCENT PLUS OR MINUS 1.5 PERCENT. ii. CHEMICAL ADMIXTURES: USE ADMIXTURES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 7. CONCRETE MIXING I. READY -MIXED CONCRETE: MEASURE, BATCH, AND MIX CONCRETE MATERIALS AND CONCRETE ACCORDING TO ASTM C 94/C 94M. FURNISH BATCH CERTIFICATES FOR EACH BATCH DISCHARGED AND USED IN THE WORK. B. EXECUTION 1. EXAMINATION AND PREPARATION I. PROOF -ROLL PREPARED SUBBASE SURFACE BELOW CONCRETE PAVING TO IDENTIFY SOFT POCKETS AND AREAS OF EXCESS YIELDING. ii. REMOVE LOOSE MATERIAL FROM COMPACTED SUBBASE SURFACE IMMEDIATELY BEFORE PLACING CONCRETE. 2. EDGE FORMS AND SCREED CONSTRUCTION i. SET, BRACE, AND SECURE EDGE FORMS, BULKHEADS, AND INTERMEDIATE SCREED GUIDES TO REQUIRED UNES, GRADES, AND ELEVATIONS. INSTALL FORMS TO ALLOW CONTINUOUS PROGRESS OF WORK AND SO FORMS CAN REMAIN IN PLACE AT LEAST 24 HOURS AFTER CONCRETE PLACEMENT. If. CLEAN FORMS AFTER EACH USE AND COAT WITH FORM -RELEASE AGENT TO ENSURE SEPARATION FROM CONCRETE WITHOUT DAMAGE. 3. STEEL REINFORCEMENT I. GENERAL: COMPLY WITH CRSI'S "MANUAL OF STANDARD PRACTICE" FOR FABRICATING, PLACING, AND SUPPORTING REINFORCEMENT. 4. JOINTS I. GENERAL: FORM CONSTRUCTION, ISOLATION, AND CONTRACTION JOINTS AND TOOL EDGES TRUE TO UNE, WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE. CONSTRUCT TRANSVERSE JOINTS AT RIGHT ANGLES TO CENTERLINE UNLESS OTHERWISE INDICATED. if. CONSTRUCTION JOINTS: SET CONSTRUCTION JOINTS AT SIDE AND END TERMINATIONS OF PAVING AND AT LOCATIONS WHERE PAVING OPERATIONS ARE STOPPED FOR MORE THAN ONE-HALF HOUR UNLESS PAVING TERMINATES AT ISOLATION JOINTS. iii. ISOLATION JOINTS: FORM ISOLATION JOINTS OF PREFORMED JOINT -FILLER STRIPS ABUTTING CONCRETE CURBS, CATCH BASINS, MANHOLES, INLETS, STRUCTURES, OTHER FIXED OBJECTS, AND WHERE INDICATED. iv. CONTRACTION JOINTS: FORM WEAKENED -PLANE CONTRACTION JOINTS, SECTIONING CONCRETE INTO AREAS AS INDICATED. CONSTRUCT CONTRACTION JOINTS FOR A DEPTH EQUAL TO AT LEAST ONE-FOURTH OF THE CONCRETE THICKNESS. V. EDGING: AFTER INITIAL FLOATING, TOOL EDGES OF PAVING, GUTTERS, CURBS, AND JOINTS IN CONCRETE WITH AN EDGING TOOL TO A 1/4 -INCH (6 -MM) RADIUS. REPEAT TOOUNG OF EDGES AFTER APPLYING SURFACE FINISHES. EUMINATE EDGING -TOOL MARKS ON CONCRETE SURFACES. 5. CONCRETE PLACEMENT I. MOISTEN SUBBASE TO PROVIDE A UNIFORM DAMPENED CONDITION AT TIME CONCRETE IS PLACED. if. COMPLY WITH ACI 301 (ACI 301M) REQUIREMENTS FOR MEASURING, MIXING, TRANSPORTING, PLACING, AND CONSOLDATING CONCRETE. Ili. DEPOSIT AND SPREAD CONCRETE IN A CONTINUOUS OPERATION BETWEEN TRANSVERSE JOINTS. DO NOT PUSH OR DRAG CONCRETE INTO PLACE OR USE VIBRATORS TO MOVE CONCRETE INTO PLACE. iv. SCREED PAVING SURFACE WITH A STRAIGHTEDGE AND STRIKE OFF. V. COMMENCE INITIAL FLOATING USING BULL FLOATS OR DARBIES TO IMPART AN OPEN -TEXTURED AND UNIFORM SURFACE PLANE BEFORE EXCESS MOISTURE OR BLEED WATER APPEARS ON THE SURFACE. DO NOT FURTHER DISTURB CONCRETE SURFACES BEFORE BEGINNING FINISHING OPERATIONS OR SPREADING SURFACE TREATMENTS. 7. CONCRETE PROTECTION AND CURING I. GENERAL: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. If. COMPLY WITH ACI 306.1 FOR COLD -WEATHER PROTECTION. iii. EVAPORATION RETARDER: APPLY EVAPORATION RETARDER TO CONCRETE SURFACES IF HOT, DRY, OR WINDY CONDITIONS CAUSE MOISTURE LOSS APPROACHING 0.2 LB/SQ. FT. X H (1 KG/SQ. M X H) BEFORE AND DURING FINISHING OPERATIONS. APPLY ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AFTER PLACING, SCREEDING, AND BULL FLOATING OR DARBYING CONCRETE BUT BEFORE FLOAT FINISHING. iv. BEGIN CURING AFTER FINISHING CONCRETE BUT NOT BEFORE FREE WATER HAS DISAPPEARED FROM CONCRETE SURFACE. V. CURING METHODS: CURE CONCRETE BY MOISTURE CURING, MOISTURE -RETAINING -COVER CURING, CURING COMPOUND, OR A COMBINATION OF THESE. vi. PENETRATING, ANTI-SPAWNG SEALER TREATMENT. APPLY COMPOUNDS TO CLEAN, DRY CONCRETE SURFACES FREE OF OIL, DIRT, AND OTHER FOREIGN MATERIAL ACCORDING TO MANUFACTURER'S SPECIFICATIONS. SEALER TO BE APPUED TO ALL EXTERIOR CONCRETE PAVING AND CURBS AFTER CONCRETE HAS CURED 28 DAYS. 8. PAVING TOLERANCES I. COMPLY WITH TOLERANCES IN ACI 117 AND AS FOLLOWS: a. ELEVATION: 3/4 INCH (19 MM). b. THICKNESS: PLUS 3/8 INCH (10 MM), MINUS 1/4 INCH (6 MM). C. SURFACE: GAP BELOW 10 -FOOT- (3-M-) LONG, UNLEVELED STRAIGHTEDGE NOT TO EXCEED 1/2 INCH (13 MM). d. JOINT SPACING: 3 INCHES (75 MM). e. CONTRACTION JOINT DEPTH: PLUS 1/4 INCH (6 MM), NO MINUS. f. JOINT WIDTH: PLUS 1/8 INCH (3 MM), NO MINUS. If. APPLY PAINT WITH MECHANICAL EQUIPMENT TO PRODUCE MARKINGS OF DIMENSIONS INDICATED WITH UNIFORM, STRAIGHT EDGES. APPLY AT MANUFACTURER'S RECOMMENDED RATES TO PROVIDE A MINIMUM WET FILM THICKNESS OF 15 MILS (0.4 MM). 9. REPAIRS AND PROTECTION i. REMOVE AND REPLACE CONCRETE PAVING THAT IS BROKEN, DAMAGED, OR DEFECTIVE OR THAT DOES NOT COMPLY WITH REQUIREMENTS IN THIS SECTION. REMOVE WORK IN COMPLETE SECTIONS FROM JOINT TO JOINT UNLESS OTHERWISE APPROVED BY ENGINEER. if. PROTECT CONCRETE PAVING FROM DAMAGE. EXCLUDE TRAFFIC FROM PAVING FOR AT LEAST 14 DAYS AFTER PLACEMENT. WHEN CONSTRUCTION TRAFFIC IS PERMITTED, MAINTAIN PAVING AS CLEAN AS POSSIBLE BY REMOVING SURFACE STAINS AND SPILLAGE OF MATERIALS AS THEY OCCUR. iii. MAINTAIN CONCRETE PAVING FREE OF STAINS, DISCOLORATION, DIRT, AND OTHER FOREIGN MATERIAL SWEEP PAVING NOT MORE THAN TWO DAYS BEFORE DATE SCHEDULED FOR SUBSTANTIAL COMPLETION INSPECTIONS. AMERICAN STRUCTUREPOINT INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.5580 1 FAX 317.543.0270 www.structurepoint.com 11939 BUILDING "I 11939 N. MERIDIAN ST. CARMEL, IN 46033 REVISION SCHEDULE NO. DESCRIPTION DATE 1 CITY COMMENTS 01/28/2016 /Z\ TAC COMMENTS 04/13/2016 Project Number 2014.00194 SPECIFICATIONS C003 41 4u1�.vvi ay.�v_.%.vv.r.0rw.vwy 5: , a- 04 (N �; C (D 0 U UJ F 0 _J [L 01 30' 60, SCALE: 1"=30' exist drainage rnh direction onlyA== = 97 _====Vl 2' rcp / inv(w): &%92 PINNACLE POINTE MEDICAL ASSOCIATES, LLC INSTR. NO. 2008025870 N601 SO11 *E ZONING B-6 21 11.23' inv. 858.80 NE CORNER OF NW OF SECT. 35, T. 1 8N, R. 3E exist drainage inlet HARRISON MONUMENT FOUND covered for construction 10' SEWER EASEMENT "Osphalt parking) - PER INSTR. NO. 838 tr 864.54 ',,Irny. 860.67 M04 (6"conc' �6 conc curb) Inv- 858.69 (6'conc curb) L qP 4- n direction only d, N88*48'43"E 359.76' C-2 5 exist sanitary mh t tr. 855.47 92-11 Inv(w): 845.97 MC -26 exist sanitary rnh yl�� t 2 tr 861.81 M � - =_ 60' HALF R/W 2111 V inv(s): 845.49 inv(e): 851.31 - - - - - - - - - - - - - - - - - - - L 7 00 In sw): 851.35 - C4 2 10" triPie (gras, 15" rcp* 6" Udirection only Z 7 2r_ cu�b inlet LIMIITED ACCESS RIGHT-OF-WAY LINE 6' 0 22" 0 N exist curb inlet tr 854.71 PER INSTR. NO. 2014006009 12 inv(e): 8&1.15 1 1 tr. 854.79 12" E inv(w): 850.52 3�" inv(s): 847.01 18" inv(n): 847.05 14" 8. A"; 12" 10' LNI)SCAlld EASEMENT 11 of 3ER INSTR. X 2000-09082 debris/ -- ----- (woods) crushed _0 0 iny. 858.13 dl ction only ire 8 24" r C14 iny. 857.59 Inv: 856.76 i2 8" twin 0 N 14 w CES N p,, lv-8 8" lill-Z 8. 6 0 (grass) 8! -10" 8- 1P AI 8 C1 10" 0 1 1 10" triple M V) W twin 4b 0 0 A�, Y'o r z C, 0 C14 F: LIJ C 60 4 Lti C-4 0 0 ra 8 of 0 LLJ ku - - F + (wooden sign) C*4 zo 6" 0 8" 0 direction n '3 twin 6" i, ec 6 6 'D 2> 0 8 vc 0 U) > (2'conc C -4611_e _J (gross) exist sanitary rnh co, M 47* 51 V) tr 861.94 a - z (asphalt) :z I I Iny(w): 852.49 inv(ne): 852.24 0 LLJ sign) C" TUMP/ (2 co�nccurb 8 exist turb inlet, 852.63 i5.25' 2 W. 99 lb - - - - - - - - - - - - - - - - 6 15' rcp exist curb inlet 8 8. 8. tr 852.65 8. in v(n): 845.05 0., 12� inv(w): 848.56 14"QUAD 8 0 inv(s): 844.98 '40- 12" 10" 10" 0 16" 24" 16" .0 J�Y ----- - 6 12* 10" 8" twin 10" & (0 16 f (planter) 18" -)4 -�W 18" twin OY C t z-Whdp 6- 18" 8 41 4, G' Zt 8. 6 '. 6NJAD -10" twin 60 14" �13 -(pI (grass) Q060 8 LO .00 1-2 12" twin - 1112" twin 6 6- 6 TV (conc) (woods) 118 0 > N 8 12" 12' ;"4� Lc) z 8" twin 12" 4 ck, 1272twin C14 z -S" fr=e P 18. 0 0 C14 8 - I I . 11 � 1� J - `C z 127 6" wooden deck) 24" K 30" triple X 1 0, 12 4. conc 6"nuad 61.01' 75 _)g -et t -H planter� _0 .//4SI TBM #85 (C' (grass) 91 4 4- 2 4n --2-7 ,4 - h S8848'43*W 493.971 4" 4 (2'conc arb) 4" IJIF POINT OF BEGINNING qt� (ug fuel oil tank) (DEED) c5 Co 0 CARMEL HOTEL LLC 54 z P INSTR. NO. 2014011179 ZONING B-6 0 z I e ist rb inlet direction only xI851cu tr .85 inv(n): 84.63 12' rcp Inv(s): 844.53 i i C2L Inv(w): 848.57 SE CORNER OF NW OF SECT. 35, T. 18N, R. 3E I I.* SW CORNER OF NW OF SECT. 35, T. 18N, R. 3E HARRISON MONUMENT FOUND-N,,� dlrecti� only N HARRISON MONUMENT FOUND S88,48'43"W 2656.50' 4 EXISTING LEGEND UTILITY 9 AIR CONDITIONER 0 STAND PIPE BUSH STUMP COMPANY ffifl CURB INLET TELEPHONE HANDHOLE PHONE NO. GAS (0) DRAINAGE MANHOLE T TELEPHONE MANHOLE JOANIE CLARK 317-776-5532 ELECTRIC HANDHOLE -a TELEPHONE PEDESTAL DUKE ENERGY ELECTRIC METER BOX 0 TRANSFORMER 317-896-6711 ELECTRIC MANHOLE TREE CARMEL AT&T ELECTRIC CROSS BOX TVPEDESTAL 317-525-4275 FIRE HYDRANT WELL BRIGHTHOUSE NETWORKS GROUND LIGHT wv 317-632-9077 x291 GAS METER WATER VALVE CLAY TWP REGION WASTE DISTRICT G YARD LIGHT 317-844-9200 U GAS MARKER SIGN e BURIED ELECTRIC LINE CARMEL ENGINEERING DEPT l-- GUY WIRE ohe OVERHEAD ELECTRIC LINE 317-571-2441 (8) INLET fo BURIED FIBER OP11C LINE CARMEL FIRE DEPT LIGHT POLE g BURIED GAS LINE 317-571-2600 t BURIED TELEPHONE LINE MAILBOX Ctv BURIED TELEVISION LINE CARMEL CITY UTILITY DEPT # PINE w BURIED WATER LINE 317-571-2443 POWER POLE tr TOP OF RIM ELEVATION inv INVERT ELEVATION SPRINKLER CONTROL VALVE pvc PLASTIC PIPE SIGN rcp REINFORCED CONCRETE PIPE SANITARY MANHOLE BENCHMARK DATA BENCH INFORMATION ('88 DA -MM) 839 AMERICAN 0 STRUCTUIIEPOINT BM BRONZE DISK SET IN THE TOP OF THE NE CORNER OF A CONC. SWITCH INC. BASE; 8 INCHES BELOW THE LEVEL OF THE RAILROAD TRACKS; 2 YARDS EAST OF THE EAST RAIL; 7 RAILS SOUTH OF 111TH STREET, 10 RAILS NORTH OF THE CROSSING OF THE INDIANA RAILROAD; 11.5 RAILS NORTH OF MILE POST B 170; 2 MILES SOUTH OF THE STATION ALONG THE RAILROAD. 7260 Shadeland Station I Indianapolis, Indiana 46256 STAMPED "Y 42 1934*. TEL 317.547.5580 1 FAX 317.543.0270 ELEV = 838.62 www.structurepoint.com ASI TBM 51 CHISELED "X" ON NORTHWEST BOLT FIRE HYDRANT, ±30' EAST OF PENNSYLVANIA STREET AND ±85' NORTH OF (i CITY CENTER DRIVE. ELEV = 854.52 ASI TBM 85 MAG SPIKE E. SIDE UTILITY POLE #HMI 8975; ±60' EAST OF US 31 EAST SHOULDER EXIT RAMP NEAR SW CORNER OF PROPERTY. ELEV = 858.69 LEGAL DESCRIPTION A PART OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 18 NORTH, RANGE E EAST, DESCRIBED AS FOLLOWS: BEGIN AT A POINT 660 FEET NORTH OF THE SOUTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST; THENCE WEST PARALLEL WITH THE SOUTH LINE OF SAID NORTHWEST 11939 BUILDING QUARTER 622.0 FEET TO THE CENTER OF U.S. STATE ROAD NO. 31; THENCE NORTHEASTERLY ALONG CENTER OF SAID STATE ROAD TO A POINT 327.0 FEET NORTH AND 442.0 FEET WEST OF PLACE OF BEGINNING; THENCE EAST PARALLEL WITH THE SOUTH LINE OF SAID NORTHWEST QUARTER 442.2 FEET TO INTERSECTION OF EAST LINE OF SAID NORTHWEST QUARTER, THENCE SOUTH 327.0 FEET TO THE PLACE OF BEGINNING. EXCEPT THE FOLLOWING DESCRIBED REAL ESTATE: A PART OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 18 NORTH, RANGE E EAST, HAMILTON COUNTY, INDIANA, BEING THAT PART OF THE LAND DESCRIBED IN DEED RECORD 350 PAGE 720 AS RECORDED IN 11939 N. MERIDIAN ST. THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, LYING WITHIN THE PROPOSED RIGHT OF WAY PARCEL PLAT OF PARCEL 116-4W OF CARMEL, IN 46033 THE CITY OF CARMEL PROJECT 97-04, DECSRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID QUARTER SECTION, THENCE NORTH 1 DEGREE 02 MINUTES 41 SECONDS EAST 660.00 FEET ALONG THE EAST LINE OF SAID QUARTER SECTION TO THE SOUTHEAST CORNER OF THE OWNER'S LAND THENCE SOUTH 89 DEGREES 57 MINUTES 26 SECONDS WEST 15.75 FEET ALONG SAID SOUTH LINE OF THE OWNER'S LAND TO THE WEST BOUNDARY OF PENNSYLVANIA STREET AND THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE SOUTH 89 DEGREES 57 MINUTES 26 SECONDS WEST 45.26 FEET ALONG THE SAID SOUTH LINE; THENCE NORTH 1 DEGREE 02 MINUTES 41 SECONDS EAST 327.00 FEET TO THE NORTH LINE OF THE OWNER'S LAND; THENCE NORTH 89 DEGREES 57 MINUTES 26 SECONDS EAST 45.25 FEET ALONG SAID NORTH LINE TO THE WEST BOUNDARY OF SAID PENNSYLVANIA STREET; THENCE SOUTH 1 DEGREE 02 MINUTES 41 SECONDS WEST ALONG THE WEST BOUNDARY OF SAID PENNSYLVANIA STREET TO THE POINT OF BEGINNING. %%%IIIIIH111 GENERAL NOTES 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL'S STORM WATER MANAGEMENT AND STORM WATER' CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE "811" OR 11-800-382-5544 INDIANA UNDERGROUND G\ST 0- I UN IL wiIIII1110 CERTIFR"Y.2a�N. SCHRAGE ISSUANCEINDEX DATE: 12/22/2015 NSTRUCTION DOCUMENTS REVISION SCHEDULE NO. DESCRIPTION DATE CITY COMMENTS 01/28/2016 A2 TAC COMMENTS 04/13/2016 Project Number 2014.00194 EXISTING TOPOGRAPHY C1 00 2014.00194.CE.C100.XTP.dwg UTILITY CONTACTS UTILITY COMPANY CONTACT PHONE NO. GAS VIECTREN ENERGY JOANIE CLARK 317-776-5532 ELECTRIC DUKE ENERGY TRENT GODSEY 317-896-6711 TELEPHONE CARMEL AT&T STEVEN KREBS 317-525-4275 CABLE BRIGHTHOUSE NETWORKS JASON KIRKMAN 317-632-9077 x291 SANITARY CLAY TWP REGION WASTE DISTRICT RYANHARTMAN 317-844-9200 STORM SEWER CARMEL ENGINEERING DEPT JEREMY KASHMAN 317-571-2441 DEPARTMENT CARMEL FIRE DEPT CHRIS ELLISON 317-571-2600 WATER CARMEL CITY UTILITY DEPT JOHN DUFFY 317-571-2443 GENERAL NOTES 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL'S STORM WATER MANAGEMENT AND STORM WATER' CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE "811" OR 11-800-382-5544 INDIANA UNDERGROUND G\ST 0- I UN IL wiIIII1110 CERTIFR"Y.2a�N. SCHRAGE ISSUANCEINDEX DATE: 12/22/2015 NSTRUCTION DOCUMENTS REVISION SCHEDULE NO. DESCRIPTION DATE CITY COMMENTS 01/28/2016 A2 TAC COMMENTS 04/13/2016 Project Number 2014.00194 EXISTING TOPOGRAPHY C1 00 2014.00194.CE.C100.XTP.dwg �a M N M 0 N c Lu a 0 F -- F- 0 J a- direction only—� 12" rcp exist drainage mr _ .864.97 n v(sw j: 858.87 inv(w: 858.92 0' 30' 60' SCALE: 1"=30' SHEET KEYNOTES A. EXISTING SIGN TO BE REMOVED B. EXISTING LIGHT POLE TO BE REMOVED C. EXISTING YARD LIGHT TO BE REMOVED D. EXISTING AC UNIT TO BE REMOVED E. EXISTING ELECTRIC METER/BOX TO BE REMOVED F. EXISTING GAS METER TO BE REMOVED G. EXISTING UNDERGROUND FUEL STORAGE TANK TO BE REMOVED H. EXISTING STORM SEWER STRUCTURE TO BE REMOVED I. EXISTING WELL TO ABANDONED FILLED WITH CONCRETE J. EXISTING GAS LINE TO BE REMOVED K. EXISTING TELEPHONE LINE TO BE REMOVED L. EXISTING STORM SEWER TO BE REMOVED M. EXISTING SIGN TO BE RELOCATED AC. ADJUST EXISTING CASTING TO PROPOSED GRADE PS. PROTECT EXISTING STRUCTURE <<S PINNACLE POINTE MEDICAL ASSOCIATES, LLC I INSTR. NO. 2008025870 N60'13'01"E~ ZONING B-6 CONTRACTOR SHALL EXERCISE CAUTION WHILE I 58.8Q 11.23' EXCAVATING NEAR EXISTING UTILITY LINES I �NE CORNER OF NW J OF SECT. 35, T. 18N, R. 3E exisdrainage it Pt CONTRACTOR SHALL EXERCISE CAUTION WHILE I HARRISON MONUMENT FOUND overec! ror con-ucticr.-- 10' SEWER EASEMENT EXCAVATING NEAR EXISTING UTILITY LINES t 864.54 _ PER INSTR. NO. 8604838 � mv:86v.6? I. o� N88'48'43"E - 359.76' Now a ALF R/W TM inv(e i 8 51. 31 _ x nv(sh r 8b1.35-- --------- -- / P — S \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �1 e_ -,y LIMIITED ACCESS RIGHT-OF-WAY LINE PER INSTR. NO. 2014006009 4 I t' a, \ \ \ \ \ \ \ \ \ �c �A \xx\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I H� ` 10' �ANDSCAPE EASEMENT fu': of - \ PER* INSTR. NO. 2000-09082 rev '', -' /' ,•' -:' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � �.. _ ci osnad - - .nv:858.13 di, ectior, oniy nv 856.76 M K\ \ \ \ \ \ \ \ \ > \ \ \ \ \ \ \ \ \ \ \ \ \ �' \ \ \ \ \ \ \ \ / EXISTING CMP TO 1,C) O BE CUT, GROUTED v> PLUGGED _ \ \ _ \ \ \ \ \ \ \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ P /C,) 1. 4o ' \ \ \ \ \ ♦ \ , \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ o o . J� ��,// 'ti/ \ \ \ \ '� \ \ \ \ \ \ \ \ \ \ \ - \ \CONTRACTOR SHALL \ � I z L N F I w - `n \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ EXERCISE CAUTION WHILE \ ``� : ` c� a . LLJ EXCAVATING NEAR \ w i o EXISTING UTILITY LINES .I o w r \ CONTRACTOR TO UTILIZE EXISTING \ direction oni,y --• ` a� _`�!: `` \ \ \ \ \ \ \ - \ \ ASPHALT DRIVE AS CONSTRUCTION \ q c Q o i) VC ENTRANCE 1401 POSTING SIGN i > �. / ��' ;r. ,l i�1 ■114 r�■[ 91 f -J u exist sami,.; r h.._._— _ ! Cqy M Z 861 94 _ WRC REAL ES , _ I n ne,wj:852 .4.,9 INSTR. N0. - ,. _ Z 3.382 A v(ne• 852.24 / I Lii ZONING 8— - 4110 1%% CONTRACTOR TO SAWCUT EXISTING CURB curt nle±' I BACK TO NEXT JOINTTO ALLOW FOR TIE ti: r o: INTO PROPOSED CURS \ \ \ \ \ \ ,r 45.25' 15.7' nv,,.T48 Air F c \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ VEGETATION TO BE CLEARED AS / I K \ \ \.. \•, \ \ \ NECESSARY FOR PROPOSED IMPROVEMENTS \ \ \ \ \ \ II \ `� \ \ \ \ \ \ \ \ \ \ \ \, \ > \ \ \ \ \ > . ♦ \ \ \ \ \ CONTRACTOR SHALL EXERCISE CAUTION WHILE 'O EXCAVATING NEAR EXISTING UTILITY LINES LLJ a Z;� G E D K \ > \ \ \ t \ \ \ \ \ \ \ \ \ \ \ \ \ > \ \ \ \ \ \ \ \ I o / r ACg101' +I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ S / SI TBM #85 F 1Lm a m SF ,n rt ®1i re rf a ant.. SF . - �r - 493. 1' r� — • _ f - _ S8V 48 43W , , k POINT OF BEGINNING I o o I(DEED) o CONTRACTOR SHALL EXERCISE CAUTION WHILE I o EXCAVATING NEAR EXISTING UTILITY LINES 0 CARMEL HOTEL LLC n z I INSTR. NO. 2014011179 I p I ZONING B -6I o • o ISW CORNER OF NW ;� OF SECT. 35, T. 18N, R. 3E-% SE CORNER OF NW HARRISON MONUMENT FOUND I HARRISON MONUMENT FOUND I I._.•_.•_•._.•_S8848'43W - 2656_50'._.. EXISTING LEGEND ® AIR CONDITIONER 0 STAND PIPE BUSH STUMP MM CURB INLET ® TELEPHONE HANDHOLE QD DRAINAGE MANHOLE TELEPHONE MANHOLE ` I' ® ELECTRIC HANDHOLE -a TELEPHONE PEDESTAL [E] ELECTRIC METER BOX ® TRANSFORMER QE ELECTRIC MANHOLE a TREE )E( ELECTRIC CROSS BOX FIRE HYDRANT W PEDESTAL 0 WELL GROUND LIGHT wv ®c GAS METER WATER VALVE G YARD LIGHT GAS MARKER SIGN �- GUY WIRE e BURIED ELECTRIC LINE ohe OVERHEAD ELECTRIC LINE ® INLET fo BURIED FIBER OPTIC LINE 7 LIGHT POLE g BURIED GAS LINE ® MAILBOX t BURIED TELEPHONE LINE ctv BURIED TELEVISION LINE PINE w BURIED WATER LINE POWER POLE tr TOP OF RIM ELEVATION inv INVERT ELEVATION SPRINKLER CONTROL VALVE pvc PLASTIC PIPE -� SIGN rcp REINFORCED CONCRETE PIPE QS SANITARY MANHOLE BENCHMARK DATA BENCH INFORMATION AMERICAN (88 DATUM) STRUCTUREPOINT BRBM ONZE INC. DISK SET IN THE TOP OF THE NE CORNER OF A GONG. SWITCH BASE; 8 INCHES BELOW THE LEVEL OF THE RAILROAD TRACKS; 2 YARDS EAST OF THE EAST RAIL; 7 RAILS SOUTH OF 111TH STREET, 10 RAILS NORTH OF THE CROSSING OF THE INDIANA RAILROAD; 11.5 RAILS NORTH OF MILE POST B 170; 2 MILES SOUTH OF THE STATION ALONG THE RAILROAD. 7260 Shadeland Station I Indianapolis, Indiana 46256 STAMPED "Y 42 1934". TEL 317.547.5580 1 FAX 317.543.0270 ELEV = 838.62 www.structurepoint.com ASI TBM 51 CHISELED "X" ON NORTHWEST BOLT FIRE HYDRANT, ±30' EAST OF PENNSYLVANIA STREET AND ±85' NORTH OF (L CITY CENTER DRIVE. ELEV = 854.52 ASI TBM 85 MAG SPIKE E. SIDE UTILITY POLE JIMI 8975; ±60' EAST OF US 31 EAST SHOULDER EXIT RAMP NEAR SW CORNER OF PROPERTY. ELEV = 858.69 DEMOLITION LEGEND EXISTING BUILDING TO BE DEMOLISHED EXISTING CONCRETE TO BE REMOVED 11939 BUILDING EXISTING ASPHALT TO BE REMOVED EXISTING LANDSCAPE TO BE REMOVED \ \ \ VEGETATION REMOVAL / SITE CLEARING ■■■■■■■■■■■ CONCRETE CURB &GUTTER TO BE REMOVED 11939 N. MERIDIAN ST. UTILITIES TO BE REMOVED CARMEL, I N 46033 FENCE TO BE REMOVED PAVEMENT TO BE SAWCUT CONSTRUCTION LIMIT ■ 11. "Q all ■ SILT FENCE ■■ SNF SNOW FENCE 0 OBJECT TO BE REMOVED OOBJECT TO BE PROTECTED 1 OBJECT TO BE RELOCATED AALLMTREES, STUMPS, BUSHES, UNDERGROWTH AND LANDSCAPING WITHIN CONSTRUCTION LIMITS SHALL BE REMOVED, CONTRACTOR SHALL COORDINATE WITH DEVELOPER TO ENSURE TREES BEING MINIMPA42 ;S: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT 2 PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMECS STORM WATER MANAGEMENT AND STORM WATER A TY ORtNAN S CAUTION 11 THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND U11LI11ES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE "811" OR 1-800-382-5544 INDIANA UNDERGROUND — CERTIF REVISION SCHEDULE NO. DESCRIPTION DATE 1 CITY COMMENTS 01/28/2016 /2\ TAC COMMENTS 04/13/2016 Project Number 2014.00194 DEMOLITION PLAN C110 2014.00194.CE.C110.DMP.dwg UTILITY CONTACTS UTILITY COMPANY CONTACT PHONE NO. GAS VECTREN ENERGY JOANIE CLARK 317-776-5532 ELECTRIC DUKE ENERGY TRENT GODSEY 317-896-6711 TELEPHONE CARMEL AT&T STEVEN KREBS 317-525-4275 CABLE BRIGHTHOUSE NETWORKS JASON KIRKMAN 317-632-9077 x291 SANITARY CLAY TWP REGION WASTE DISTRICT RYAN HARTMAN 317-844-9200 STORM SEWER CARMEL ENGINEERING DEPT JEREMY KASHMAN 317-571-2441 FIRE DEPARTMENT CARMEL FIRE DEPT CHRIS ELLISON 317-571-2600 WATER CARMEL CITY UTILITY DEPT JOHN DUFFY 317-571-2443 SHEET KEYNOTES A. EXISTING SIGN TO BE REMOVED B. EXISTING LIGHT POLE TO BE REMOVED C. EXISTING YARD LIGHT TO BE REMOVED D. EXISTING AC UNIT TO BE REMOVED E. EXISTING ELECTRIC METER/BOX TO BE REMOVED F. EXISTING GAS METER TO BE REMOVED G. EXISTING UNDERGROUND FUEL STORAGE TANK TO BE REMOVED H. EXISTING STORM SEWER STRUCTURE TO BE REMOVED I. EXISTING WELL TO ABANDONED FILLED WITH CONCRETE J. EXISTING GAS LINE TO BE REMOVED K. EXISTING TELEPHONE LINE TO BE REMOVED L. EXISTING STORM SEWER TO BE REMOVED M. EXISTING SIGN TO BE RELOCATED AC. ADJUST EXISTING CASTING TO PROPOSED GRADE PS. PROTECT EXISTING STRUCTURE <<S PINNACLE POINTE MEDICAL ASSOCIATES, LLC I INSTR. NO. 2008025870 N60'13'01"E~ ZONING B-6 CONTRACTOR SHALL EXERCISE CAUTION WHILE I 58.8Q 11.23' EXCAVATING NEAR EXISTING UTILITY LINES I �NE CORNER OF NW J OF SECT. 35, T. 18N, R. 3E exisdrainage it Pt CONTRACTOR SHALL EXERCISE CAUTION WHILE I HARRISON MONUMENT FOUND overec! ror con-ucticr.-- 10' SEWER EASEMENT EXCAVATING NEAR EXISTING UTILITY LINES t 864.54 _ PER INSTR. NO. 8604838 � mv:86v.6? I. o� N88'48'43"E - 359.76' Now a ALF R/W TM inv(e i 8 51. 31 _ x nv(sh r 8b1.35-- --------- -- / P — S \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �1 e_ -,y LIMIITED ACCESS RIGHT-OF-WAY LINE PER INSTR. NO. 2014006009 4 I t' a, \ \ \ \ \ \ \ \ \ �c �A \xx\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I H� ` 10' �ANDSCAPE EASEMENT fu': of - \ PER* INSTR. NO. 2000-09082 rev '', -' /' ,•' -:' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � �.. _ ci osnad - - .nv:858.13 di, ectior, oniy nv 856.76 M K\ \ \ \ \ \ \ \ \ > \ \ \ \ \ \ \ \ \ \ \ \ \ �' \ \ \ \ \ \ \ \ / EXISTING CMP TO 1,C) O BE CUT, GROUTED v> PLUGGED _ \ \ _ \ \ \ \ \ \ \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ P /C,) 1. 4o ' \ \ \ \ \ ♦ \ , \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ o o . J� ��,// 'ti/ \ \ \ \ '� \ \ \ \ \ \ \ \ \ \ \ - \ \CONTRACTOR SHALL \ � I z L N F I w - `n \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ EXERCISE CAUTION WHILE \ ``� : ` c� a . LLJ EXCAVATING NEAR \ w i o EXISTING UTILITY LINES .I o w r \ CONTRACTOR TO UTILIZE EXISTING \ direction oni,y --• ` a� _`�!: `` \ \ \ \ \ \ \ - \ \ ASPHALT DRIVE AS CONSTRUCTION \ q c Q o i) VC ENTRANCE 1401 POSTING SIGN i > �. / ��' ;r. ,l i�1 ■114 r�■[ 91 f -J u exist sami,.; r h.._._— _ ! Cqy M Z 861 94 _ WRC REAL ES , _ I n ne,wj:852 .4.,9 INSTR. N0. - ,. _ Z 3.382 A v(ne• 852.24 / I Lii ZONING 8— - 4110 1%% CONTRACTOR TO SAWCUT EXISTING CURB curt nle±' I BACK TO NEXT JOINTTO ALLOW FOR TIE ti: r o: INTO PROPOSED CURS \ \ \ \ \ \ ,r 45.25' 15.7' nv,,.T48 Air F c \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ VEGETATION TO BE CLEARED AS / I K \ \ \.. \•, \ \ \ NECESSARY FOR PROPOSED IMPROVEMENTS \ \ \ \ \ \ II \ `� \ \ \ \ \ \ \ \ \ \ \ \, \ > \ \ \ \ \ > . ♦ \ \ \ \ \ CONTRACTOR SHALL EXERCISE CAUTION WHILE 'O EXCAVATING NEAR EXISTING UTILITY LINES LLJ a Z;� G E D K \ > \ \ \ t \ \ \ \ \ \ \ \ \ \ \ \ \ > \ \ \ \ \ \ \ \ I o / r ACg101' +I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ S / SI TBM #85 F 1Lm a m SF ,n rt ®1i re rf a ant.. SF . - �r - 493. 1' r� — • _ f - _ S8V 48 43W , , k POINT OF BEGINNING I o o I(DEED) o CONTRACTOR SHALL EXERCISE CAUTION WHILE I o EXCAVATING NEAR EXISTING UTILITY LINES 0 CARMEL HOTEL LLC n z I INSTR. NO. 2014011179 I p I ZONING B -6I o • o ISW CORNER OF NW ;� OF SECT. 35, T. 18N, R. 3E-% SE CORNER OF NW HARRISON MONUMENT FOUND I HARRISON MONUMENT FOUND I I._.•_.•_•._.•_S8848'43W - 2656_50'._.. EXISTING LEGEND ® AIR CONDITIONER 0 STAND PIPE BUSH STUMP MM CURB INLET ® TELEPHONE HANDHOLE QD DRAINAGE MANHOLE TELEPHONE MANHOLE ` I' ® ELECTRIC HANDHOLE -a TELEPHONE PEDESTAL [E] ELECTRIC METER BOX ® TRANSFORMER QE ELECTRIC MANHOLE a TREE )E( ELECTRIC CROSS BOX FIRE HYDRANT W PEDESTAL 0 WELL GROUND LIGHT wv ®c GAS METER WATER VALVE G YARD LIGHT GAS MARKER SIGN �- GUY WIRE e BURIED ELECTRIC LINE ohe OVERHEAD ELECTRIC LINE ® INLET fo BURIED FIBER OPTIC LINE 7 LIGHT POLE g BURIED GAS LINE ® MAILBOX t BURIED TELEPHONE LINE ctv BURIED TELEVISION LINE PINE w BURIED WATER LINE POWER POLE tr TOP OF RIM ELEVATION inv INVERT ELEVATION SPRINKLER CONTROL VALVE pvc PLASTIC PIPE -� SIGN rcp REINFORCED CONCRETE PIPE QS SANITARY MANHOLE BENCHMARK DATA BENCH INFORMATION AMERICAN (88 DATUM) STRUCTUREPOINT BRBM ONZE INC. DISK SET IN THE TOP OF THE NE CORNER OF A GONG. SWITCH BASE; 8 INCHES BELOW THE LEVEL OF THE RAILROAD TRACKS; 2 YARDS EAST OF THE EAST RAIL; 7 RAILS SOUTH OF 111TH STREET, 10 RAILS NORTH OF THE CROSSING OF THE INDIANA RAILROAD; 11.5 RAILS NORTH OF MILE POST B 170; 2 MILES SOUTH OF THE STATION ALONG THE RAILROAD. 7260 Shadeland Station I Indianapolis, Indiana 46256 STAMPED "Y 42 1934". TEL 317.547.5580 1 FAX 317.543.0270 ELEV = 838.62 www.structurepoint.com ASI TBM 51 CHISELED "X" ON NORTHWEST BOLT FIRE HYDRANT, ±30' EAST OF PENNSYLVANIA STREET AND ±85' NORTH OF (L CITY CENTER DRIVE. ELEV = 854.52 ASI TBM 85 MAG SPIKE E. SIDE UTILITY POLE JIMI 8975; ±60' EAST OF US 31 EAST SHOULDER EXIT RAMP NEAR SW CORNER OF PROPERTY. ELEV = 858.69 DEMOLITION LEGEND EXISTING BUILDING TO BE DEMOLISHED EXISTING CONCRETE TO BE REMOVED 11939 BUILDING EXISTING ASPHALT TO BE REMOVED EXISTING LANDSCAPE TO BE REMOVED \ \ \ VEGETATION REMOVAL / SITE CLEARING ■■■■■■■■■■■ CONCRETE CURB &GUTTER TO BE REMOVED 11939 N. MERIDIAN ST. UTILITIES TO BE REMOVED CARMEL, I N 46033 FENCE TO BE REMOVED PAVEMENT TO BE SAWCUT CONSTRUCTION LIMIT ■ 11. "Q all ■ SILT FENCE ■■ SNF SNOW FENCE 0 OBJECT TO BE REMOVED OOBJECT TO BE PROTECTED 1 OBJECT TO BE RELOCATED AALLMTREES, STUMPS, BUSHES, UNDERGROWTH AND LANDSCAPING WITHIN CONSTRUCTION LIMITS SHALL BE REMOVED, CONTRACTOR SHALL COORDINATE WITH DEVELOPER TO ENSURE TREES BEING MINIMPA42 ;S: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT 2 PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMECS STORM WATER MANAGEMENT AND STORM WATER A TY ORtNAN S CAUTION 11 THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND U11LI11ES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE "811" OR 1-800-382-5544 INDIANA UNDERGROUND — CERTIF REVISION SCHEDULE NO. DESCRIPTION DATE 1 CITY COMMENTS 01/28/2016 /2\ TAC COMMENTS 04/13/2016 Project Number 2014.00194 DEMOLITION PLAN C110 2014.00194.CE.C110.DMP.dwg -i I PINNACLE POINTE MEDICAL ASSOCIATES, LLC I INSTR. NO. 2008025870 "E ZONING B-6 N60'13'01 11.23' DUMPSTER ENCLOSURE (SEE \ 10' SEWER EASEMENT ARCHITECTURAL PLANS FOR DETAILS) PER INSTR. NO. 8604838 88'48'43"E _ 359.76'�l '- - - - - - - - - - - - - - - - - .P 0 - - I ` sunm SET$A-CK-&-tAN DSCAPE BUFFER r- — — S' B --- -- ---- - - X/ ?S, --------------- a--8----------------8 A 8 ao 8 9' A LIMIITED ACCESS RIGHT-OF-WAY LINE i/ / , L E `�"- TYP PER INSTR. NO. 2014006009A G �y _ h TYP D A g ?S 'T_ T 25' Qom, 00D auk TYP , x ED �� h %;zr1 T / < n: 8. G x TYP TYP 41 C C, v fig J / h� H h TYP , / x TYP A 0o A 022 Q �o� a Jv 2 F\ h �Y \ �r X01 P /< ;- .. 2 p y \cb x � `• \X1 fN k � 15 OD ti� p� ��O TYP "� Ql S SIGN 71 _. < /;, -r ...L7 � it ' x v,{ G �f T'}n ,._tiQ� �rX1�e �`` Gj 15 ,Q' ti �C `,x,' !'`:a�., �., ,yC psi k? ...,: ,:,�` ie •.`,; n :.,x `,h''.:f 2 / .�p,'{ X'r. , /, •:. n h ,� i.. .r. x, r ;\ ,t f i HCl,,.. :{ ;Y: / X;t _ ✓ 4 J JC ,� ,XX •.Y .. x/. ..tet t t..;• ,; r ,f 'KFC x,"t,sv�, f ` k k -,RS .kXK t Yr,kX i Srvx,4x ;1 `.'.`'�, i/ k > �t `> ,�,.`r,�x R :k aY T,t " ` a`f�X•'�X �'Y'� yam° Gx Ain x q r / X10 Jam' �`x x X y,t xx'1 ;C "n 3 ry n x r` '"Yx > TYP1 Lam" ` XYZ X�C�� —-" S?� - TYPOD ° -g-v A / 18 I A -- 1' p I _ 0' 30' 60' SCALE: 1"=,30' i NE CORNER OF NW 101 HARRISON MONUMENT FI 10' I �ANDSCAPE EASEMENT - PERi INSTR. NO. 2000-09082 r; w IN N :P I ;Z O ;N 0 I z is I W W i L �- . o (n 3 I ao Z� Q � J v M Z a Ld 12 / mss. / I• •1 Q ' � 70c98• ' , / Q�� 'PS, G /TYPI i 0 2 / I o A h B d / TYP f 12 25' 18� I E i / I / A oo I WET DETENTION POND WITH NATIVE BANKS h S 0 3 5' / Ui i G D • 8 o0 13 - _ I TYP G R4.5 / I ' T 18' 18' 25oo B R$ -- -- --- - -- -- - - - -- - -- -�- -A 3I I a - G TYP / �� o i o D• A TYP 2 1 N I - �► 01, o' `�\ 25' MADE BMP G w LOADING A >✓ R5 lYP__- ACCESS EASEMENT z i G TYP -- — -- ----1 E al I v � ZONE R5' � g -- - -- -- -- --- --• --- -- --- -- — i � v c 1 � U I TYP ... ... . A I �o n n 0 0 0 o a o 0 o a o I 10 B 21 i ' lnJ " 61.01' 14 ^ A I---------- -----� -- ------- --- - UI IN L N CA R '�LO pFW =µ: L, 586 4843 493.9 . ; = --- = _ _ - _-- -- -- - I POINT OF BEGINNING o �� -- -- - BMPAPPROXIMATE LOCATION OF o r . EASEMENT AERATING FOUNTAIN. I (DEED) 2 o 11E INTO ^ I LOCATION TO BE EXISTING PATH I COORDINATED WITH OWNER I AND MANUFACTURER'S I i 3 12 I SPECIFICATIONS I N o CARMEL HOTEL LLC P Z INSTR. NO. 2014011179 I ZONING B-6 I z I t I I ' I I I SW CORNER OF NW OF SECT. 35, T. 18N, R. 3E SE CORNER OF NW OF SECT. 35, T. 18N, R. 3E HARRISON MONUMENT FOUND HARRISON MONUMENT FOUND I I ._.._.._..—..—S88-�'43_W - 2656_50 _ �.._.._.._.._.. • I � I I I � I I I I I I � I I I EXISTING LEGEND ® AIR CONDITIONER O STAND PIPE G BUSH J l STUMP ® CURB INLET ® TELEPHONE HANDHOLE Q DRAINAGE MANHOLE (1) TELEPHONE MANHOLE ® ELECTRIC HANDHOLE -a TELEPHONE PEDESTAL ® ELECTRIC METER BOX N TRANSFORMER Q ELECTRIC MANHOLE a TREE 7E( ELECTRIC CROSS BOX TV PEDESTAL FIRE HYDRANT Q WELL GROUND LIGHT wV ® GAS METER WATER VALVE YARD LIGHT �- GAS MARKER SIGN a BURIED ELECTRIC LINE �- GUY WIRE ohe OVERHEAD ELECTRIC LINE ® INLET fo BURIED FIBER OPTIC LINE t LIGHT POLE g BURIED GAS LINE t BURIED TELEPHONE LINE ® MAILBOX ctv BURIED TELEVISION LINE PINE w BURIED WATER LINE POWER POLE tr TOP OF RIM ELEVATION inv INVERT ELEVATION SPRINKLER CONTROL VALVE pvc PLASTIC PIPE �- SIGN rcp REINFORCED CONCRETE PIPE Q SANITARY MANHOLE SITE LEGEND LIGHT DUTY ASPHALT PAVEMENT 71 7 7,71 HEAVY DUTY ASPHALT PAVEMENT " CONCRETE NATIVE PLANTINGS 2 ADA ACCESSIBLE PARKING SPACE CONSTRUCTION LIMITS SHEET KEYNOTES A. 6" MONOLITHIC CURB B. CONCRETE SIDEWALK C. CONCRETE SIDEWALK FLUSH WITH ASPHALT D. COMBINED CONCRETE CURB AND WALK E. "DO NOT MOW OR SPRAY" SIGNS F. STOP SIGN G. 4" SOLID WHITE, PAINT LINE (PARKING SPACE) H. 4" SOLID BLUE, PAINT UNE (ADA SPACE) I. ADA PARKING SIGN, POLE MOUNTED (VAN ACCESSIBLE AS NOTED) J. 24" STOP BAR, WHITE, PAINTED K. PRE -CAST CONCRETE WHEEL STOPS L. ISOLATED CONCRETE PAD FOR TRANSFORMER PER UTILITY COMPANY STANDARDS (REFER TO MEP PLANS) M. CONCRETE PAD FOR DUMPSTER (REFER TO ARCHITECTURAL PLANS FOR ENCLOSURE DETAILS) N. WOOD POST 6' ON CENTER 0. CONCRETE BOLLARD P. BIKE RACK Q. MULTI -USE PATH R1. ADA ACCESSIBLE RAMP (TYPE 'A') R2. ADA ACCESSIBLE RAMP (TYPE 'G') R3. ADA ACCESSIBLE RAMP (TYPE 'K') MODIFIED S. "PEDESTRIAN PATHWAY CONNECTION TO BUILDING" SIGN SITE DATA TABLE SITE ZONING: B-6 PROJECT AREA: 3.382 t ACRES GROUND FLOOR PLATE: 21,420 SF SITE IMPERVIOUS AREA (LOT COVERAGE): 2.393± ACERS SITE PERVIOUS AREA: 0.989± ACERS OPEN SPACE: 29.29 REQUIRED RATIO: 1/300 SF REQUIRED PARKING: 211 STANDARD PARKING (9'x18'): 210 HANDICAP PARKING PROVIDED: 7 ( INCLUDES 2 VAN ACCESSIBLE ) TOTAL PROPOSED PARKING: 217 BUILDING AREA INFORMA11ON: FIRST FLOOR 21,420 SF SECOND FLOOR 20,775 SF 1A GENERAL I NOM AREA RATIO: 0.43 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. 4. NO EARTH DISTURBINGACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT 2 PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL'S STORM WATER MANAGEMENT AND STORM WATER' CAU11ON Il THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE "811" OR 1-800-382-5544 — INDIANA UNDERGROUND — �w e AMERICAN STRUCTUREPOINT INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.5580 1 FAX 317.543.0270 www.structurepoint.com 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 CERTIFI'MY: . SCHRAGE ISSUANCE INDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS REVISION SCHEDULE NO. DESCRIPTION DATE 1 CITY COMMENTS 01 /28/2016 A TAC COMMENTS 04/13/2016 Project Number 2014.00194 SITE PLAN C200 2014.00194. CE. C200. SP. dwg 0 T 0' 30' 60' SCALE: 1"=30' TOP OF "DO NOT MOW OR SPRAY" SIGN BANK 100 YR. FLOOD nod nn EL=840.00 L 18' NATIVE PLANTINGS V1O'SAFETY SHELF DETENTION POND CROSS-SECTION NOT TO SCALE ELEV: 854.00 ELEV: 853.80 ELEV: 853.55 I N POND EMERGENCY SPILLWAY NOT TO SCALE I PINNACLE POINTE MEDICAL ASSOCIATES, LLC I INSTR. NO. 2008025870 N60'13'01"E ZONING B-6 11.23'3` CONCRETE END SECTION NE CORNER OF NW OF SECT. 35, T. 1 W/ SCOUR PROTECTION HARRISON MONUMENT FOUND I 41 1 PER INSTR. 838 SEWER EASEMENT NO 8f' 9,4 =A N88'48'43"E - 359.76' 56 6 .. is . '3 U 000 911 = - 856.48 - - ,- .858.59 -L1V CAFE BUFF - - - r- 60 HALF R/W A --- 860.81 858.80-1 ------ --- 59.28 ---� 859.84 - TC 858.41 TC 857.51 . ---- i AG ----- ----- 860.19 TC 859.13 BC 857.01 BC �•56 860.13 858.80 BC 858.63 BCTC .79 857.91 r rr TC 859.11 858.50 TC 857.68 BC 856.29 I I IJMIITED ACCESS RIGHT-OF-WAY LINE ; r , ;` BC 61 BC 857.18 PER INSTR. NO. 2014006009 859.73 TC 855.69 TC 858.97 TC 857.27 BC 855.19 TC 855.35 r/ % rr �� 859 50 860.00 859.58 BC 858.47 BC 856.77 BC 854.85 i � 858.34 TC 859.15 TC 855.87 BC 858.65 r 858.23 TC 858.51 TC 856.02 I BC 855.52 BC 855.37 :.. 10' LANDSCAPE EASEMENT 859.50TC 858.65 BC 858.01 860 00 TC 859.24 BC 858.15 I PERI INSTR. NO. 2000-09082 BC 858.74 TC 854.94 r / BC 854.44 4,l q TC 858.59 I N SEE ADA ENLARGEMENT ♦ BC 858.09 - - TC 855.57 rr� THIS SHEET / TC 858.0BC 855.07 9 TC 855.76 o BC 857.59 BC 855.26 u W c TC 858.32 BC 857.82 r o h° / TC 855.32 N V - j r TC 858.28 BC 854.82 P f �� /41 BC 857.78TC 858.00` TC 855.41 TC 854.54 BC 854.91 I o v> �� ► BC 857.50 BC 854.04 <' / TC 854.39 o U r BC 853.89 g ��r � . > O / TC 858.44 TC 858.26 r`C4 , zo93� H y/�� i� ry/ r. ¢��°. ,y 857.94 BC 857.76 Q I W _� r r ,x / ♦ .J.: J� ��/ate �� :� O� �STORM STR 01 ow "� cV ` z' ,Q TC 854.89 , TC 854.53 ♦ z o a QJ TC 858 54 TC 858.02 BC 854.39 BC 854.03 TR: 853.67 I o U) 3 �Ir_cf .ry J r♦ BC 858 04 BC 857.52 ( u_ r/ m o a'v / r k I o O O / �� / TC 858.29 �" 0 Z // 860.00 rj� �O. / �. / BC 657.76 Q 0 , ry c r- '�i5# x Q / j TC 654.77 } y BC 854.27 TC 854.60 -C 854.44± ME1 = TC 859.85 WR R L EST BC 857.66 LOPIEN T, LLG • _ ,.," BC 854.10 IC 853.94± ME I Z a 659.35 IN TC 856 43 OOQ47225 - r/ - f' 270 LF OF V -BOTTOM `S i < TC 854.39 - r e TC 859.67 BC 857.93 RE I W U, SWALE O 1.OX MIN. SLOPE �0•� TC 858.60 BC 853.89 TC 854.20 r / _'': •r BC 859.17 ,-. ZONIN STORM STR 03 n ;. WITH UNDERDRAIN BC 106 - TR: 853.71 BC 853.70 „�, •5 - - _ 4 I MAXIMUM 100 -YR / �' J BC 858.29 I `♦ _ ,. _ _ < . o t 853.16± ME PONDING =857.66 ;- 859.50 TC 858.86 TC 855.47 STORM STR 04 0 I_ BC 858.36 TC 858.33 BC 854.97 TR: 854.62 2857.13 ♦ I RD BC 857.83 52 Y f ;5 25 1 5 T /�. h`a� TC 859. I `4r STORM STR 02 n r / BC 859.02 RD TC 858.59 T TR: 853.39 ' BC 658.09 p/� pip /� C -- t � STORM STR 06 1, T�TC 859.38 TR: 856.43 TC 859.471 BC &9&88 " oo --&97F TC 858.70TC ,o BC 7 CONTRACTOR TO C13 ORE BC 858.20 ;'. DRILL EXISTING INLET / : ; 59.50 h✓ BC 857 90 BC 854.114 N I STORM STR 200 �� ``' u� TR 850.77 BOX AT INV:848.99 ✓ BC 854.63 I n TC 855.42 859.50 J860.00 TC 859.41 a •' ; TC 858.44 BC 854 92 °� r i BC 858.91 TC 858.60 BC 857.94 r r I TC 859.65 ^ `. NBC 858.10 • H BC 859.15 WITH NATIVE BANKS TOP OF BANK ELEV: 854.00�r TC 858.62 TC 858.17 \ TC 855.24 °0 EMERGENCY SPILLWAY ELEV: 853.62 r TC 859.66 BC 858.12 -t, BC 857.67 BC 854.74 I ' Y ; � 100 YEAR ELEV. 853.62 TC 859.85 BC 859.16 TC 859.69 TC 859.35 ' TC 854.45 ih. BC 859.35 �l TC 855.42 BC 853.95 10 YEAR ELEV: 851.89 / BC 859.19 859.50 BC 858.85 TC 858.38 BC 854.92 NORMAL POOL ELEV: 849.01 _ I 'r' IBC 857.88 BOTTOM ELEV: 840.00 r o 0+ I TC 859.32 STORM STR 10 2 ": BC 858.82 - - - INV(W):849.00 00 ri TC 855.24 • BC 857.5 TC 858.20 BC 854.74 STORM STR 05 ♦ r ; ` o TC 859.43 • I BC 857.70 .' I TC 859.43 TR: 853., F .: �. P I BC 858.93 000 BC 858.93 c I' o ` TC 858.55 ��, ?`? TC 854.42 - - 0* I W z I TC 859.15 BC 853.92 I v r TC 858.93 I BC 858.05 BC 858.65 ' i TC 857.65 - - - _ - - - r , BC 858.43 BC 857.15 1 - I {� y 75' EMERGENCY Q �� 08f ♦ �, �� 5� � SPILLWAY O 853.62 2 STORM STR '' TC 855.99 ♦ 2 0 a 0 0 0 0 0 0 a a 0 0 0 _ r T ? WITH RIP RAPpo h4°G I r STORM STR 07 ' / , ti ;'' A M ENT _ +► / TC 858.50 TC 858.95 TR: 855.72 BC 855.49 ♦ c` I ; i TR:857.54 BC 858.00 , 858.45 - _ r:. is• , BC _ ! ✓ <... ' " " ,� •• 4 " M1 • a , a< „-, -, , 48 43 W - 493.91 4 - 4 4 4 2 _ 2"_ T EL- 858.65 z wit Y a . STORM STR 100 Aqua Swirl, _ " I 852.30±. ME STUMI , 4 TR: &54.14 - -. e 5 Z2r POND EL 858.83 INN((S'MW)• 849100 f' ' POINT OF BEG(DEE) I c6 DEED I I 0 I I 3� CARMEL HOTEL LLC z INSTR. NO. 2014011179 I P I ZONING B-6 I o z t I ISW CORNER OF NW } OF SECT. 35, T. 18N, R. 3E SE CORNER OF NW OF SECT. 35, T. 18N, R. 3E I HARRISON MONUMENT FOUND HARRISON MONUMENT FOUND I I EXISTING LEGEND R AIR CONDITIONER 0 STAND PIPE BUSH STUMP ® CURB INLET ® TELEPHONE HANDHOLE � ° I +' QD DRAINAGE MANHOLE TT TELEPHONE MANHOLE ® ELECTRIC HANDHOLE -a TELEPHONE PEDESTAL [E] ELECTRIC METER BOX ® TRANSFORMER QE ELECTRIC MANHOLE ;a TREE jE( ELECTRIC CROSS BOX TV PEDESTAL FIRE HYDRANT O WELL GROUND LIGHT wv GAS METER WATER VALVE YARD LIGHT -� GAS MARKER SIGN a BURIED ELECTRIC LINE F- GUY WIRE ohe OVERHEAD ELECTRIC LINE ® INLET fo BURIED FIBER OPTIC LINE 7Qt LIGHT POLE g BURIED GAS LINE ® MAILBOX t BURIED TELEPHONE LINE ctv BURIED TELEVISION LINE PINE w BURIED WATER LINE POWER POLE tr TOP OF RIM ELEVATION inv INVERT ELEVATION j` SPRINKLER CONTROL VALVE pvc PLASTIC PIPE -� SIGN rcp REINFORCED CONCRETE PIPE Q SANITARY MANHOLE BENCHMARK DATA AMERICAN STRUCTUREPOINT BENCH INFORMATION (88 DATUM) ONZE DISK SET IN THE TOP OF THE NE CORNER OF A CONC. SWITCH BRBM INC. BASE; 8 INCHES BELOW THE LEVEL OF THE RAILROAD TRACKS; 2 YARDS EAST OF THE EAST RAIL; 7 RAILS SOUTH OF 111TH STREET; 10 RAILS NORTH OF THE CROSSING OF THE INDIANA RAILROAD; 11.5 RAILS NORTH OF MILE POST B 170; 2 MILES SOUTH OF THE STATION ALONG THE RAILROAD. 7260 Shadeland Station I Indianapolis, Indiana 46256 STAMPED "Y 42 1934". TEL 317.547.5580 1 FAX 317.543.0270 ELEV = 838.62 www.structurepoint.com ASI TBM 51 CHISELED "X" ON NORTHWEST BOLT FIRE HYDRANT; ±30' EAST OF q PENNSYLVANIA STREET AND ±85' NORTH OF q CITY CENTER DRIVE. ELEV = 854.52 ASI TBM 85 MAG SPIKE E. SIDE UTILITY POLE #HMI 8975; ±60' EAST OF US 31 EAST SHOULDER EXIT RAMP NEAR SW CORNER OF PROPERTY. ELEV = 858.69 GRADING LEGEND ME MATCH EXISTING FL FLOWLINE BC BOTTOM OF CURB TC TOP OF CURB 11939 BUILDING HP HIGH POINT LP LOW POINT 000 CONTOURS 0 0 0 f SWALE -- - - - - -- RIDGE LINE TC 000.50 CURB ELEVATIONS BC 000.00 000.00 SPOT ELEVATIONS 11939 N. MERIDIAN ST. CARMEL, IN 46033 -■- FLOW ARROW >► , OVERFLOW PATH CONSTRUCTION LIMITS 0 MINIMUM FLOOD PROTECTION GRADE: 859.83 MINIMUM FLOOD PROTECTION GRADE SHALL BE NO LESS THAN 1 FOOT 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. MINIMUM LOWEST ADJACENT GRADE: 860.00 THE LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING CERTI STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, , DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE WINDOW WELL). PITMU 1i I -Aa ISSUANCEINDEX DRAINAGE SUMMARY: DATE: THE 3.12 ACRE BASIN IS CONVEYED TO THE WET DETENTION POND 12/22/2015 LOCATED IN THE SOUTHEAST CORNER OF THE SITE NEAR PENNSYLVANIA STREET, WHICH IS THEN DISCHARGED TO THE EAST PROJECT PHASE: INTO THE EXISTING STORMWATER SYSTEM LOCATED WITHIN THE CITY CONSTRUCTION DOCUMENTS OF CARMEL RIGHT OF WAY. ON-SITE ACREAGE _ Li2. Ac. OFF-SITE ACREAGE = QM Ar.I. 100 YEAR ALLOWABLE RELEASE RATE 0.30 CFS/AC = QM QM 10 YEAR POST DEVELOPED RELEASE RATE = U& QFC 100 YEAR POST DEVELOPED RELEASE RATE = Q,Z$ QFC DETENTION VOLUME REQUIRED = ],,K Ac.EI DETENTION VOLUME PROVIDED = LK Ac.FT 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL'S STORM WATER MANAGEMENT AND STORM WATER A TY OR INANC S CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE "811" OR 1-800-382-5544 INDIANA UNDERGROUND - REVISION SCHEDULE NO. DESCRIPTION DATE 1 CITY COMMENTS 01/28/2016 /2\ TAC COMMENTS 04/13/2016 Project Number 2014.00194 GRADING PLAN C300 2014.00194. CE. C300. GP. d wg I 5 CL Lo N O N W Q F- O J d N60'13'01 "E inv:858.8G-- 11.23' exist drainage met Covered for construction- tr: 864,54 inv: 858.69 i F� X �exst drainage mh direction only/ tr:864.97 f nv(sw):858.87 inv(w):858.92 PINNACLE POINTE MEDICAL ASSOCIATES, LLC INSTR. NO. 2008025870 ZONING B-6 10' SEWER EASEMENT ' i– inv: 860.67 PER INSTR. NO. 8604838 27, LIMIITED ACCESS RIGHT–OF–WAY UNE / / PER INSTR. NO. 2014006009 ; / / ' /// / / SAN.C.O. J TYPE 1 INV. 852.50 / SEE WATER fl'' v // ENLARGEMI y 5r / i %Ct- S/ � CV //J�v direction % Q only �—,, / O�Qoo`O ��'// O p° / O05 �rO exist san;tary mh—" tr: ir,v(w): 852.49 / *.. / STM.C.O. in v(ne): 852,24 / / / / INV. 856.50 ' o sTM.c.. / 6 INV: 856.50 / / i STORM STR 06 17 U / / I I / 31 I i i \ 000 A\ woo II �eD — / I STORM STR 07 tv N88•48'43"E – 359.76' CARMEL HOTEL LLC INSTR. NO. 2014011179 ZONING B-6 E E E —� 6" WATER E E LINE.. 1 `:7 3" GATE VALVE 3" DOMESTIC SERVICE O�O POST INDICATOR VALVE 6" FIRE SERVICE // 6"x6"x3" TEE NOTE: WATER METERS, BACKFLOW PREVEN, ASSEMBLY TO BE LOCATED INSIDE I BE COORDINATED WITH M.E.P. AND 6" FIRE SERVICE TO FIRE DEPARTMENT DOUBLE CHECK WATER LINE SIZES TO ECTION ENGINEER. 0' 30' 60' SCALE: 11"=30' I I I : NE CORNER OF NW J OF SECT. 35, T. 18N, R. 3E HARRISON MONUMENT FOUND CONDUIT/INTERDUCT PER CITY I REQUIREMENT —i t,, 10' LANDSCAPE: EASEMENT PER* INSTR. NO.: 2000-09082 I� •N O w INN r` aZ Z Ig :N OZ c� a W s z o IOf V) 3 I . Q o Iz= a0 Ism V) Z ILd 15'7�-I to IZ U CONDUIT/INTERDUCT STORM STR 100 Aqua Swki PER CITY STORM STR 09 ♦♦♦ I a o o a o 0 ♦ I o 0 0 0 I 61.01' ~ REQUIREMENT Al)S1tGAXFPLM0F FEI--------------- , --------- - -- O I 44 POINT OF BEGINNING I o I (DEED)to o I Co 0 I O 0 N O Z s' O 0 1 z �jv i -44, 1 SW CORNER OF NW OF SECT. 35, T. 18N, R. 3E SE CORNER OF NW OF SECT. 35, T. 18N, R. 3E .., ' r V HARRISON MONUMENT FOUND HARRISON MONUMENT FOUND •_.•_•,_.•_••_S88_48'43_W – 2656_50' _..�.._.._.._.._.. EXISTING LEGEND UTILITY CONTACTS BUSH STUMP UTILITY COMPANY CONTACT PHONE NO. GAS VECTREN ENERGY JOANIE CLARK 317-776-5532 ELECTRIC DUKE ENERGY TRENT GODSEY 317-896-6711 TELEPHONE CARMEL AT&T STEVEN KREBS 317-525-4275 CABLE BRIGHTHOUSE NETWORKS JASON KIRKMAN 317-632-9077 x291 SANITARY CLAY TWP REGION WASTE DISTRICT RYAN HARTMAN 317-844-9200 STORM SEWER CARMEL ENGINEERING DEPT JEREMY KASHMAN 317-571-2441 FIRE DEPARTMENT CARMEL FIRE DEPT CHRIS EWSON 317-571-2600 WATER CARMEL CITY UTILITY DEPT JOHN DUFFY 317-571-2443 N60'13'01 "E inv:858.8G-- 11.23' exist drainage met Covered for construction- tr: 864,54 inv: 858.69 i F� X �exst drainage mh direction only/ tr:864.97 f nv(sw):858.87 inv(w):858.92 PINNACLE POINTE MEDICAL ASSOCIATES, LLC INSTR. NO. 2008025870 ZONING B-6 10' SEWER EASEMENT ' i– inv: 860.67 PER INSTR. NO. 8604838 27, LIMIITED ACCESS RIGHT–OF–WAY UNE / / PER INSTR. NO. 2014006009 ; / / ' /// / / SAN.C.O. J TYPE 1 INV. 852.50 / SEE WATER fl'' v // ENLARGEMI y 5r / i %Ct- S/ � CV //J�v direction % Q only �—,, / O�Qoo`O ��'// O p° / O05 �rO exist san;tary mh—" tr: ir,v(w): 852.49 / *.. / STM.C.O. in v(ne): 852,24 / / / / INV. 856.50 ' o sTM.c.. / 6 INV: 856.50 / / i STORM STR 06 17 U / / I I / 31 I i i \ 000 A\ woo II �eD — / I STORM STR 07 tv N88•48'43"E – 359.76' CARMEL HOTEL LLC INSTR. NO. 2014011179 ZONING B-6 E E E —� 6" WATER E E LINE.. 1 `:7 3" GATE VALVE 3" DOMESTIC SERVICE O�O POST INDICATOR VALVE 6" FIRE SERVICE // 6"x6"x3" TEE NOTE: WATER METERS, BACKFLOW PREVEN, ASSEMBLY TO BE LOCATED INSIDE I BE COORDINATED WITH M.E.P. AND 6" FIRE SERVICE TO FIRE DEPARTMENT DOUBLE CHECK WATER LINE SIZES TO ECTION ENGINEER. 0' 30' 60' SCALE: 11"=30' I I I : NE CORNER OF NW J OF SECT. 35, T. 18N, R. 3E HARRISON MONUMENT FOUND CONDUIT/INTERDUCT PER CITY I REQUIREMENT —i t,, 10' LANDSCAPE: EASEMENT PER* INSTR. NO.: 2000-09082 I� •N O w INN r` aZ Z Ig :N OZ c� a W s z o IOf V) 3 I . Q o Iz= a0 Ism V) Z ILd 15'7�-I to IZ U CONDUIT/INTERDUCT STORM STR 100 Aqua Swki PER CITY STORM STR 09 ♦♦♦ I a o o a o 0 ♦ I o 0 0 0 I 61.01' ~ REQUIREMENT Al)S1tGAXFPLM0F FEI--------------- , --------- - -- O I 44 POINT OF BEGINNING I o I (DEED)to o I Co 0 I O 0 N O Z s' O 0 1 z �jv i -44, 1 SW CORNER OF NW OF SECT. 35, T. 18N, R. 3E SE CORNER OF NW OF SECT. 35, T. 18N, R. 3E .., ' r V HARRISON MONUMENT FOUND HARRISON MONUMENT FOUND •_.•_•,_.•_••_S88_48'43_W – 2656_50' _..�.._.._.._.._.. EXISTING LEGEND ® AIR CONDITIONER O STAND PIPE BUSH STUMP ® CURB INLET ® TELEPHONE HANDHOLE Q DRAINAGE MANHOLE QT TELEPHONE MANHOLE ® ELECTRIC HANDHOLE TELEPHONE PEDESTAL ® ELECTRIC METER BOX ® TRANSFORMER QE) ELECTRIC MANHOLEa TREE ELECTRIC CROSS BOX PEDESTAL FIRE HYDRANT WE Q WELL Q GROUND LIGHT wv GAS METER WATER VALVE G YARD LIGHT GAS MARKER SIGN e BURIED ELECTRIC LINE GUY WIRE ohe OVERHEAD ELECTRIC LINE ® INLET fo BURIED FIBER OPTIC LINE 1c LIGHT POLE 9 BURIED GAS LINE ® MAILBOX t BURIED TELEPHONE LINE ctv BURIED TELEVISION LINE PINE w BURIED WATER LINE l� POWER POLE tr TOP OF RIM ELEVATION inv INVERT ELEVATION SPRINKLER CONTROL VALVE pvc PLASTIC PIPE SIGN rcp REINFORCED CONCRETE PIPE Q SANITARY MANHOLE BENCHMARK DATA AMERICAN STRUCTUREPOINT BENCH INFORMATION ('88 DATUM) 839 BM BRONZE DISK SET IN THE TOP OF THE NE CORNER OF A CONC. SWITCH BASE; 8 INCHES BELOW THE LEVEL OF THE RAILROAD TRACKS; 2 YARDS EAST OF THE EAST RAIL; 7 RAILS SOUTH OF 111TH STREET, 10 RAILS NORTH OF THE CROSSING OF THE INDIANA RAILROAD; 11.5 RAILS NORTH OF MILE POST B 170; 2 MILES SOUTH OF THE STATION ALONG THE RAILROAD. 7260 Shadeland Station I Indianapolis, Indiana 46256 STAMPED "Y 42 1934". TEL 317.547.5580 1 FAX 317.543.0270 ELEV = 838.62 www.structurepoint.com ASI TBM 51 CHISELED "X" ON NORTHWEST BOLT FIRE HYDRANT; f30' EAST OF PENNSYLVANIA STREET AND ±85' NORTH OF q- CITY CENTER DRIVE. ELEV = 854.52 ASI TBM 85 MAG SPIKE E. SIDE UTILITY POLE #HMl 8975; ±60' EAST OF US 31 EAST SHOULDER EXIT RAMP NEAR SW CORNER OF PROPERTY. ELEV = 858.69 UTILITY LEGEND E ELECTRIC LINE W WATER LINE FP FIRE PROTECTION LINE RD ROOF DRAIN G GAS LINE 11939 BUILDING _SS_SANITARY SEWER STORM SEWER TC TELECOMMUNICATIONS LINE SHEET KEYNOTES A. 6" PVC SDR -35 SANITARY LATERAL O 1.04% MIN. SLOPE B. SANITARY SEWER CLEANOUT O 100' MAX. SPACING 11939 N. MERIDIAN ST. C. CONNECT TOEXISTING SANITARY SEWER WITH AN INSERT A WYE CARMEL, IN 46033 CONNECTION. D. 4" DUAL WALL HDPE PAVEMENT UNDERDRAIN O 0.25% MIN. SLOPE E. CONNECT TO EXISTING WATERMAIN WITH TAPPING SLEEVE AND VALVE PER UTILITY COMPANY STANDARDS F. 6" C900 PVC WATER UNE G. 6" C900 PVC FIRE PROTECTION LINE H. 6" 45' BEND WITH THRUST BLOCK I. 6" 11.25 BEND WITH THRUST BLOCK J. FREE STANDING FIRE DEPARTMENT CONNECTION K. FIRE HYDRANT ASSEMBLY Ke ♦ °° C L. UNDERGROUND ELECTRIC SERVICE M. ELECTRIC METER U1. 8" HDPE ROOF DRAIN O 1.0% MIN. SLOPE O .' IANP. ��♦�\ U2. 12" HDPE ROOF DRAIN O 1.0% MIN. SLOPE V. ADJUST EXISTING UTILITY STRUCTURE TO PROPOSED FINISHED GRADE AS NECESSARY. CERTIF Y: . SCHRAGE OJECT SHALL BE THE REQUIREDMUNE. NOTE: UTILITY RNPROPOSEDRIGHT–OF–WAY RESPONSIHE DEVELOITY LINE RELOCATIONS REQUIRED PROJECTSULT IN A CONFLICT WITH PROPOSEMENT SHALLESPONSIBILITY OF THE ISSUANCE INDEX DEVELOPELVE WITH T. EXISTING POLE LINES DATE: REQUIREDLOCATED SLOCATED TO WITHIN ONE FOOT OF RIGHT–OF– CONSTRUCTION LIMIT GENERAL NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT , PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL'S STORM WATER MANAGEMENT AND STORM WATER' CAUTION 11 THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE "811" OR 1-800-382-5544 – INDIANA UNDERGROUND – REVISION SCHEDULE NO. DESCRIPTION DATE 1 CITY COMMENTS 01/28/2016 /2\ TAC COMMENTS 04/13/2016 Project Number 2014.00194 UTILITY PLAN C400 NATIVE PLANTINGS 2.1 Seed Mixture 2 Verbena hastata (Blue Vervain) 2 Vernonia fasciculata (Smooth Ironweed) A. Type 1: To be used in the zone where the water level will fluctuate 1 Veronicastrum virginicum (Culver's Root) Graminoids 1 Zizia aurea (Golden Alexanders) 1 Carex comosa (Bristly Sedge) 48 oz/acre 1 Carex cristatella (Crested Sedge) 5 Carex frankii (Frank's Sedge) 2 Carex hystericina (Porcupine Sedge) B. Type 2' To be located on the sloped sides of the detention pond 2 Carex lurida (Lurid Sedge) Graminoids 1.5 Carex stipata (Awl -Fruited Sedge) 16 Andropogon gerardii (Big Blue Stem) 1 Carex tribuloides (Pointed Oval Sedge) 2 Carex annectans xanthocarpa (Yellow Fox Sedge) 4 Carex vulpinoidea (Fox Sedge) 2 Carex frankii (Frank's Sedge) 64 Elymus virginicus (Virginia Wild Rye) 6 Carex vulpinoidea (Fox Sedge) 4 Glyceria striata (Fowl Manna Grass) 32 Elymus riparius (Riverbank Wild Rye) 4 Leersia oryzoides (Rice Cut Grass) 32 Elymus virginicus (Virginia Wild Rye) 4 Panicum virgatum (Switchgrass) 2 Glyceria striata (Fowl Manna Grass) 0.5 Scirpus atrovirens (Dark Green Bulrush) 4 Panicum virgatum (Switchgrass) 2 Spartina pectinata (Prairie Cordgrass) 16 Sorghastrum nutans (Indian Grass) 96 oz/acre 112 oz/acre Forbs 2 Angelica atropurpurea (Angelica) Forbs 2 Asclepias incarnata (Swamp Milkweed) 1 Aster firmus (Shining Aster) 1 Aster firmus (Shining Aster) 1 Aster novae-angliae (New England Aster) 1 Aster novae-angliae (New England Aster) 1 Aster umbellatus (Flat -Top Aster) 1 Aster puniceus (Swamp Aster) 2 Baptisia leucantha (White False Indigo) 1 Aster umbellatus (Flat-topped Aster) 3 Cassia hebecarpa (Wild Senna) 1 Boltonia latisquama (False Aster) 3 Coreopsis tripteris (Tall Coreopsis) 3 Cassia hebecarpa (Wild Senna) 4 Echinachea purpurea (Purple Coneflower) 2 Eupatorium maculatum (Spotted Joe-Pye Weed) 2 Eryngium yuccifolium (Rattlesnake Master) 2 Eupatorium perfoliatum (Boneset) 1 Helianthus grosseserratus (Sawtooth Sunflower) 2 Helenium autumnale (Autumn Sneezeweed) 3 Heliopsis helianthoides (False Sunflower) 2 Liatris spicata (Dense Blazing Star) 2 Liatris spicata (Dense Blazing Star) 0.25 Lobelia cardinalis (Cardinal Flower) 0.5 Monarda fistulosa (Bergamot) 0.25 Lobelia siphilitica (Great Blue Lobelia) 0.5 Penstemon digitalis (Foxglove Beardtongue) 0.5 Mimulus ringens (Monkey Flower) 0.5 Pycnanthemum virginianum (Mountain Mint) 1 Penstemon digitalis (Foxglove Beardtongue) 4 Ratibidia pinnata (Yellow Coneflower) 3 Rudbeckia fulgida speciosa (Showy Black -Eyed Susan) 1 Pycnanthemum virginianum (Mountain Mint) 3 Rudbeckia fulgida speciosa (Showy Black -Eyed Susan) 4 Rudbeckia hirta (Black -Eyed Susan) 4 Rudbeckia hirta (Black -Eyed Susan) 3 Rudbeckia subtomentosa (Sweet Black -Eyed Susan) 3 Rudbeckia subtomentosa (Sweet Black -Eyed Susan) 2 Silphium integrifolium (Rosinweed) 2 Silphium integrifolium (Rosinweed) 2 Silpholium terebinthinaceum (Prairie Dock) 2 Silphium perfoliatum (Cupplant) 1 Solidago riddellii (Riddell's Goldenrod) 2 Silphium terebinthinaceum (Prairie Dock) 2 Solidago rigida (Stiff Goldenrod) 1 Solidago patula (Swamp Goldenrod) i 2 Vernonia fasciculata (Smooth Ironweed) 2 Solidago riddellii (Riddell's Goldenrod) 0.5 Veronicastrum virginicum (Culver's Root) 48 oz/acre IA PINNACLE POINTE MEDICAL ASSOCIATES, LLC INSTR. NO. 2008025870 ZONING B-6 10' SEWER EASEMENT PER INSTR. NO. 8604838 \ 0' 30' 60' SCALE: 1"=30' 10' LANDSCAPE EASEMENT PER INSTR. NO. 2000-09082 7' EXISTING LEGEND 9 AIR CONDITIONER 0 STAND PIPE > BUSH STUMP ® CURB INLET ® TELEPHONE HANDHOLE - a" QD DRAINAGE MANHOLE QT TELEPHONE MANHOLE ® ELECTRIC HANDHOLE TELEPHONE PEDESTAL ® ELECTRIC METER BOX ® TRANSFORMER QEIEI ELECTRIC MANHOLE a TREE ELECTRIC CROSS BOX TV PEDESTAL YX'r�FIRE HYDRANT Q WELL GROUND LIGHT wv 119 GAS METER DQ WATER VALVE Y YARD LIGHT G GAS MARKER SIGN a BURIED ELECTRIC LINE �- GUY WIRE ohe OVERHEAD ELECTRIC LINE ® INLET fo BURIED FIBER OPTIC LINE 7t LIGHT POLE g BURIED GAS LINE ® MAILBOX t BURIED TELEPHONE LINE ctv BURIED TELEVISION LINE PINE w BURIED WATER LINE POWER POLE tr TOP OF RIM ELEVATION inv INVERT ELEVATION f SPRINKLER CONTROL VALVE pvc PLASTIC PIPE - SIGN rcp REINFORCED CONCRETE PIPE Q SANITARY MANHOLE BENCHMARK DATA BENCH INFORMATION AMERICAN ('88 DATUM) STRUCTUREPOINT BRONZE NZE INC. DISK SET IN THE TOP OF THE NE CORNER OF A CONC. SWITCH O BASE; 8 INCHES BELOW THE LEVEL OF THE RAILROAD TRACKS; 2 YARDS EAST OF THE EAST RAIL; 7 RAILS SOUTH OF 111TH STREET; 10 RAILS NORTH OF THE CROSSING OF THE INDIANA RAILROAD; 11.5 RAILS NORTH OF MILE POST B 170; 2 MILES SOUTH OF THE STATION ALONG THE RAILROAD. 7260 Shadeland Station I Indianapolis, Indiana 46256 STAMPED "Y 42 1934". TEL 317.547.5580 1 FAX 317.543.0270 ELEV = 838.62 www.structurepoint.com ASI TBM 51 CHISELED "X" ON NORTHWEST BOLT FIRE HYDRANT, ±30' EAST OF PENNSYLVANIA STREET AND ±85' NORTH OF q CITY CENTER DRIVE. ELEV = 854.52 ASI TBM 85 MAG SPIKE E. SIDE UTILITY POLE #HMI 8975; ±60' EAST OF US 31 EAST SHOULDER EXIT RAMP NEAR SW CORNER OF PROPERTY. ELEV = 858.69 EROSION CONTROL LEGEND SILT FENCE a NASFliiiiiiii CONSTRUCTION LIMITS 11939 BUILDING INLET PROTECTION �i 7� AREA SUBJECT TO TEMPORARY SEEDING DURING CONSTRUCTION AND PERMANENT SEEDING AFTER CONSTRUCTION IS COMPLETE (REFER TO LANDSCAPE PLANS) 11939 N. MERIDIAN ST. EROSION CONTROL BLANKET CARMEL, IN 46033 GRAVEL CONSTRUCTION ENTRANCE STAGING AREA CONCRETE WASHOUT tru ar..k x \0 r,\ST DUMPSTER / RECYCLING AREA �� .0 ' PORT -O -LET WATTLE ROCK DONUT CERTIF Y: . SCHRAGE ISSUANCE INDEX OUTLET PROTECTION DATE: 12/22/2015 ® PROJECT PHASE: [CONSTRUCTION DOCUMENTS yr 1►`Iiii `I!t l 1��'�►11�► ,x:T:��,r•�� / ►1111►'I .�►/►' CONTRACTOR PROTECT 1 • DESTROY 1/�►1►� ►�►1►I► PROPERTY CORNER 1CONSTRUCTION. 111'1 �� ` ��t� �� a 1110 14' � Rd IN i • • • • • • 1 1 OF �'�� fit,►1► J Lam• �, •; ��7*��w��w��t.��+�� '�,,EXISTING UTILITIES PRIOR • COMMENCING CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. CARMEL HOTEL LLC INSTR. NO. 2014011179 ZONING B-6 CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE "811" OR 1-800-382-5544 — INDIANA UNDERGROUND — REVISION SCHEDULE NO. DESCRIPTION DATE 1 CITY COMMENTS 01/28/2016 /2\ TAC COMMENTS 04/13/2016 Project Number 2014.00194 EROSION CONTROL PLAN C500 I 2014.00194. CE. C500. ECP. dwq SIF NAME• The area scheduled for construction is known as "11939 Building" (hereinafter referred to as the "Project"). PROJECT LOCATION• The property is located at 11939 N. Meridian Street, between Old Meridian Street and City Center Drive in Cannel, Indiana, at a latitude of 39'57'56" N and a longitude of 86'09'23" W. 1. HYDROLOGIC UNIT CODE (HUC): (A7) 05120201090040 2. IDENTIFICATION OF ALL RECEIVING WATERS: (A11) White River is the ultimate receiving water for the project area. 3. PRE -CONSTRUCTION AND POST -CONSTRUCTION ESTIMATE OF PEAK DISCHARGE: (A14) Pre -construction 10 -year discharge: 4.90 cfe Post -construction 10 -year discharge: 0.26 cfs 4. SPECIFIC POINT WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE: (A9) STORMWATER DRAINAGE FROM THE SITE WILL BE CONVEYED BY A PROPOSED STORM SEWER TO PROPOSED WET DETENTION FACILITIES IN THE SOUTHEAST CORNER OF THE SITE. THE DRY DETENTION FACILITIES WILL DISCHARGE TO AN EXISTING STORMWATER SYSTEM WITHIN THE CITY OF CARMEL'S RIGHT OF WAY ALONG THE EAST EDGE OF THE PROJECT SITE. 5. IDENTIFICATION OF ALL POTENTIAL DISCHARGES TO GROUND WATER: (Al2) There are no locations on site where surface water may be discharged into ground water. 6. SOILS MAP INCLUDING SOIL DESCRIPTION AND LIMITATIONS: (A18) The Natural Resources Conservation Service (NRCS) Web Soil Survey of Hamilton County, Indiana, indicates Brookston silty day loam, Crosby silt loam, Miami silt loam. and Orthents are located on the site. The on-site soil will be treated as recommended by the geotechnical engineer if the conditions are unsuitable for the proposed construction. Remedial treatments may include, but are not limited to, removal of unsuitable soil and backfilling with engineered material. installation of a geofabric within or under the pavement system, or treatment of the subgrade with lime. 7. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES: (B1) The following potential pollutant sources may be associated with construction activities on site: 1. Material storage areas (more specifically described below). 2. Construction waste material. 3. Fuel storage areas and fueling stations. 4. Exposed soils. 5. Leaking vehicles and equipment. 6. Sanitary waste from temporary toilet facilities. 7. Litter. 8. Windblown dust 9. Soil tracking off site from construction equipment. The following construction materials will be staged or stored on site at various points during development of the site. LL a N c2 C, os. N Ll L�5 C V L W _ �-- < <( 0 C F- F OC J ac _ 1. Structural fill. 2. Plastic drainage pipe. 3. Concrete drainage pipe. 4. Precast concrete manholes. 5. Rock rip -rap. 8. TEMPORARY AND PERMANENT STORM WATER QUALITY MEASURES Temporary Measures. 1. Silt fence 2. Temporary seeding 3. Inlet Protection Permanent Measures: 1. Wet detention pond 2. Aqua Swirl STATE AND FEDERAL WATER QUALITY PERMITS: (A8) None are required for this project LOCATION. DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE: (B10) Refer to the Erosion Control Plan for locations of each stormwater quality measure and the Erosion Control Details. STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS: (0) Construction entrances will be in place prior to any site construction or demolition. Entrances are shown on the Erosion Control Plan, refer to the Erosion Control Details for details. SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS: (B4) Sheet flow areas will be protected by seed and mulch or hydroseeding. Erosion control blankets will be installed on sloped areas where the slope exceeds 6:1 (horizontal to vertical). Silt Fence will be installed to prevent sedimentation from leaving the site. Refer to the Erosion Control Plan for locations and Erosion Control Details for details. SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS. (B5) Rip rap outlet protection will be provided for all storm sewer outlets. Rode check dams shall also be installed in the temporary swales to promote channel stability. Refer to the Erosion Control Plan for locations and Erosion Control Details for details. STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS: (Be) The contractor shall install inlet protection in each inlet in paved areas. Refer to the Erosion Control Plan for I locations and refer to Erosion Control Details for details. RUNOFF CONTROL MEASURES: (B7) Silt fence will be installed around the perimeter of the site where runoff may leave the site to prevent sediment from being conveyed offsite. STORMWATER OUTLET PROTECTION SPECIFICATIONS: (Be) Stormwater outlets will be protected by riprop aprons. Refer to the Erosion Control Plan for locations and the Erosion Control Details for details. GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS: (89) Rip rap aprons at outlets will be utilized to prevent grade destabilization. Refer to Erosion Control Pian for locations and Erosion Control Details for details. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION: (B2) 1. Schedule pre -construction meeting with City of Carmel Engineering Office at least 48 hrs prior to land disturbance. 2. Install construction entrance. 3. Utilize the gravel construction entrance for installation of the perimeter silt fence, onsite sit fence, and tree protection prior to demolition and site clearing. Add stone If needed. Post the NOI at the entrance. Add protection measures to existing inlets. 4. Install staging area, fueling station, material storage area and concrete truck washout. 5. Strip the top soil and grade. 6. Complete the cut and fits on the site. Install check dams or stabilize the slopes with erosion control blankets. 7. Building pad and disturbed areas left dormant for more than 15 days, must be temporarily seeded. 8. Install storm sewer. Provide inlet protection immediately upon completion of the inlet and install riprap outlet protection prior to installing outlets. Final grade and stabilize dopes when inlets are functioning. 9. Seed the perimeter of the site. 10. Remove all erosion and sediment control practices when areas have a uniform grass cover. MONITORING AND MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE: (B14) Inspection Schedule%portjpg; All impacted areas, as well as all erosion and sediment control devices, will be inspected every seven (7) calendar days and within 24 hours after a rainfall of 0.5 inch or greater. Were sites have been final or temporarily stabilized or on sites where runoff is unlikely due to winter conditions (e.g., site is covered with snow, ice, or frozen ground exists). such inspections shall be conducted at least once every month. Inspections shall be conducted and a written report prepared. by a designated and qualified person familiar with the USEPA NPDES Storm Water General Permit, this SWPPP, and the Project. Inspection reports shall be completed including scope of the inspection, names) and qualifications of personnel making the inspection, the date of the inspection, observations relating to the implementation of the SWPPP, and any actions taken as a result of incidents of noncompliance noted during the inspection. The inspection report should state whether the site was in compliance or identify any incidents of noncompliance. The contractor shall keep a copy of the inspection reports on site and permanently for a period of two years following construction. The on-site reports may be requested by inspections conducted by the local Soil and Water Conservation District Construction Entrance Locations where vehicles exit the site shall be Inspected for evidence of off-site sediment tracking. Each contractor and subcontractor shall be responsible for maintaining the Construction Entrance and other controls as described in this SWPPP. Material Storage Inspections: Inspectors must evaluate areas used for storage of materials that aro exposed to precipitation. The purpose is to ensure that materials are protected and/or impounded so that pollutants cannot discharge from storage areas. Off-site material storage areas used solely by the subject project are considered to be part of the project and must be included in the erosion control plans and the site inspection reports. coil Stabilization Inspectionx Seeded areas will be inspected to confirm that a healthy stand of vegetation is maintained. The site has achieved final stabilization once all areas are covered with pavement or have a stand of vegetation with at least 707E of the background vegetation density. The density of 707E or greater must be maintained to be considered as stabilized. The operator or their representative will water, fertilize, and reseed disturbed areas as needed to achieve this goal. Erosion and Sediment Control Inspections All controls should be inspected at least once every seven (7) calendar days and following any storm event of 0.5 inch or greater. The following is a list of inspection/maintenance practices that will be used for specific controls: 3. Geotextiles/Erooion Control Mats: Missing or loose matting must be replaced or re -anchored. 4. Inlet Protection: Sediment should be removed when it reaches approximately one-half the height of the fence. If a sump is used, sediment should be removed when the volume of the basin is reduced by 50X. 5. Diversion Swales: Clean debris or other obstructions as needed. Damage from storms or normal construction activities (i.e.. tire ruts) shall be repaired immediately. 6. Mulching: Inspect for thin or bare spots caused by natural decomposition or weather-related events. Mulch in high traffic area should be replaced on a regular basis to maintain uniform protection. 7. Sediment Trap: Accumulated silt shall be removed and the basin shall be regarded to its original dimensions at such point that the capacity of the impoundment has been reduced to one-half of its original storage capacity. The removed sediment shall be stockpiled or redistributed in areas that are protected from erosion. 8. Sediment Basin: Inspect frequently to check for damage and to ensure obstructions are not diminishing the effectiveness of the structures. Sediment shall be removed and the basin shall be regarded to its original dimensions at such point that the capacity of the impoundment has been reduced to 20% of its original storage capacity. The removed sediment shall be stockpiled or redistributed in areas that are protected from erosion. 9. Slit Fence: Removal of built-up sediment will occur when the sediment reaches one-third the height of the fence. 10. Stabilized Construction Entrance: Periodic regarding and top dressing with additional stones. 11. Straw Bales: Replace straw bales that show signs of deterioration. 12. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. Establish a watering and fertilizing schedule. 13. Good Housekeeping: Utter, construction debris. and construction chemicals exposed to stormwater shall be prevented from becoming a pollutant source for stormwater discharges through screening of outfalls and daily pickup of litter. In the event that sediment escapes the construction site, off-site accumulations of sediment must be removed at a frequency sufficient to minimize adverse impacts. An example of this may be the situation where sediment has washed Into the street and could be carried into the storm sewers by the next rainfall and/or pose a safety hazard to users of public streets. Modifications/Revislons to SWPPP: Based on inspection results, any necessary modification to this SWPPP shall be implemented within seven calendar days of the inspection. A modification is necessary if a control measure or operational procedure does not provide adequate pollutant control. All revisions shall be recorded on a Record of Revisions within seven calendar days of the inspection. It is the responsibility of the operator to maintain effective pollutant discharge controls. Physical site conditions or contractor/subcontractor practices could make it necessary to install more controls than were originally planned. For example, localized concentrations of surface runoff or unusually steep areas could require additional alit barrier or other structural controls. Assessing the need for and installing additional controls will be a continuing contractor/subcontractor responsibility until final stabilization is achieved. Contractors and subcontractors implementing this SWPPP must remain alert to the need to periodically refine and update this SWPPP in order to accomplish the intended goals. Notice of Termination: Compliance of the site with the General Construction Permit remains the responsibility of all operators that have submitted an NOI until such time as they have submitted a Notice of Termination (NOT). The permittees authorization to discharge under the General Construction Permit terminates at midnight of the day the NOT is signed. All permittees must submit an NOT within thirty (30) days after one or more of the following conditions have been met: 1. Final stabilization has been achieved on all portions of the site for which the permittee was responsible. 2. Another operator/permittee has assumed control over all areas of the site that have not been finally stabilized. 3. In residential construction operations. temporary stabilization has been completed and the residence has been transferred to the homeowner. DESCRIPTION OF PROPOSED POST -CONSTRUCTION STORMWATER QUALITY MEASURES: (C3) Maintenance requirements for the stormwater quality measures which will remain in place after construction is complete, are described below. Refer to the BMP Operations and Maintenance Manual for more detailed maintenance requirements. Permanent Vaostatlo n Topsoil will be placed in lawn areas and seeded with gross, and graded not to exceed 3:1 slopes. Proposed landscape trees and shrubs will also be added These Bio areas will act as a natural filter strip to help improve storm water quality. The vegetated areas will slow the velocities of storm water runoff, reduce sediment runoff. and reduce problems associated with mud or dust from bare sols. Wet Detention Pond A wet detention pond detains storm water runoff long enough for contaminated sediments to settle and remain in the pond and allow the water in the pond to be displaced by the next rain event. The sedimentation process removes particulates. organic matter, and metals from the water while nutrients are removed through biological uptake. By capturing and retaining runoff, wet ponds control both storm water quality and quantity. Mechanical BMP (Aqua -swirl. etc.) A BMP structure will be installed at the downstream end of the storm sewer system, prior to the storm sewer outlet. The primary purpose of the BMP is to remove sediment. oils and floatable debris from the stormwater prior to discharging from the site. Good Housekeeping_ measures: Good Housekeeping measures such as regular street sweeping. installation of trash receptacles, and reduction in fertilizer overspray can be incorporated by the owner and/or occupant LOCATION. DIMENSIONS. SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE: (C4) The following items are stormwater quality measures that will be installed during construction. These items will remain in place after construction is completed and are considered to serve an incidental function as post -construction stormwater quality BMPs. Aquaswirl All of the site drainage will be directed through the proposed Aquaswiri and Aquafiter prior to discharge. Hydronamic separators help to remove suspended Wide such as sediment. trash, and debris from the runoff. Wet Pond Drainage from the entire site Is discharged into the proposed wet pond to the east of the site. The pond discharges into the ditch. DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST -CONSTRUCTION STORMWATER QUALITY MEASURES: (C5) Maintenance requirements for the detention pond Aquaswirl, and Aquaf Iter. which will remain in place after construction is completed, are described below. Post construction maintenance requirements for the vegetated areas, detention pond, and Aquaswirl are to include periodic inspection as needed or at least every six months. Sediment shall be disposed of off site in accordance with all applicable laws. Areas that show signs of erosion shall be stabilized with erosion control blanket and/or seed as necessary. Refer to the Operations and Maintenance Manual for detailed inspection and maintenance procedures. 9. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND -DISTURBING ACTIVITIES: (82) 1. Schedule pre -construction meeting with City of Carmel Engineering Office at least 48 hre prior to land disturbance. 2. Install construction entrance. 3. Utilize the gravel construction entrance for installation of the perimeter sit fence. Add stone if needed. Post the NOI at the entrance. Add protection measures to existing inlets. 4. Install staging area, fueling station, material storage area and concrete truck washout. 5. Strip the top sol and grade. 6. Complete the cut and fits on the site. Install check dams or stabilize the slopes with erosion control blankets. 7. Building pads and disturbed areas left dormant for more than 15 days, must be temporarily seeded. 8. Install storm sewer. Provide inlet protection immediately upon completion of the inlet and install riprap outlet protection prior to installing outlets. Final grade and stabilize slopes when inlets are functioning. 9. Seed the perimeter of the site. 10. Remove all erosion and sediment control practices when areas have a uniform grass cover. 10. LOCATIONS OF PROPOSED SOIL STOCKPILES AND/OR BORROW/DISPOSAL• (A21) Excess soil shall be immediately stockpiled and seeded and/or removed from the construction site in accordance with all applicable laws. 11. TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON: (B11) Straw mulch must be used as a minimum for the for all disturbed areas that are not receiving erosion control blanket or permanent landscaping. Refer to the Erosion Control Details, within the Seasonal Soil Protection Chart. PERMANENT SURFACE STABILIZATION SPECIFICATIONS: (B12) A. Loosen lawn area to a minimum depth of 6 inches. Mix soil amendments and fertilizers with topsoil at rates specified. Organic soil amendments such as peat, compost or manure shall be applied at 2" depth evenly over soil and incorporated into the top 6" of topsoil. Provide fertilizer with percentage of nitrogen required to provide not lose than 1 pound of actual nitrogen per 1,000 sq. ft. of lawn area and not less than 4 percent phosphoric acid and 2 percent potassium. At least 50 percent of nitrogen to be organic form. Delay mixing of fertilizer if planting will not follow placing of planting soil within a few days. B. Fertilizer for lawns: provide a fast release fertilizer with a composition of 1 Ib per 1,000 sq. ft. of actual nitrogen, 4 percent phosphorous, and 2 percent potassium by weight. C. Slow-release fertilizer for trees and shrubs: granular fertilizer consisting of 50 percent water -insoluble nitrogen, phosphorous and potassium made up of a composition by weight of 5 percent. D. Grade lawn and grass areas to a smooth, even surface with loose, uniformly fine texture. Limit fine grading to areas that can be planted within immediate future. Remove trash, debris, stones larger than 1 inch diameter, and other objects that may interfere with planting or maintenance operations. E. Sow seed using a spreader or seeding machine. Do not seed when wind velocity exceeds 5 miles per hour. Distribute seed evenly over entire area by sowing equal quantity in 2 directions at right angles to each other. F. Rake seed lightly into top 1/8 inch of soil, roll lightly, and water with a fine spray. G. Install erosion control blankets as indicated on the plan. H. Protect seeded areas against erosion by spreading dean, seed -free straw mulch after completion of seeding operations. Spread uniformly to form a continuous blanket not less than 1-1/2 inches loose measurements over seeded areas. I. Water newly planted lawn areas and keep moist until new grass is established. Immediately repair any lawn areas disturbed by construction activities including tree and shrub installation. J. Refer to the Erosion Control Details. within the Seasonal Soil Protection Chart for timing of temporary and permanent seeding and grass seed specifications. 12. LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS: (A6) The site will not be subdivided; therefore, there are no individual lots on the property. The Site Plan shows the proposed site improvements. EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS: (B15) Since the entire site is under a single ownership, there are not any individual building lots. DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE: (Cl) The proposed land use is commercial. The pollutants and sources of each pollutant normally expected from this type of land use are listed below: Pollutant Source: Passenger vehicles, delivery vehicles. Type of Pollutant: 011. gasoline. diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, grease, antifreeze, windshield cleaner solution, brake fluid, brake dust, rubber, glass, metal and plastic fragments. grit, road de-icing materials. Pollutant Source: Commercial building. Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate or rubber fragments from roofing system. Pollutant Source: Trash dumpster. Type of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with distribution operations), uneaten food products, bacteria. Pollutant Source: Parking lot. Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing surface, bituminous compounds from periodic maintenance (sealing, resurfacing and patching). pavement de-icing materials. paint fragments from parking stall stripes, concrete fragments. wind-blown litter from off-site sources, elevated water temperatures from contact with impervious surfaces. Pollutant Source: Lawn and landscape areas. Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, gross clippings) The anticipated pollution sources are the vehicles that will use facility, including both delivery trucks and passenger vehicle traffic. Possible pollutants include oil. gasoline. anti -freeze and other pollutants associated with vehicular traffic. 13. MATERIAL HANDLING AND SPILL PREVENTION PLAN: (B13) Solid Waste Disposal: No solid material, including building materials, is permitted to be discharged to surface waters or buried on site. All solid waste materials. including disposable materials incidental to the construction activity, must be collected in containers or dosed dumpster s. The collection containers must be emptied periodically and the collected material hauled to a landfill permitted by the State and/or appropriate local municipality to accept the waste for disposal. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper solid waste procedures. Hazardous Waste: Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials will be disposed in the manner specified by federal, state. or local regulations or by the manufacturer. Use containment berms in fueling and maintenance areas and where potential for spills is high. A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on proper hazardous waste procedures. The location of any hazardous waste storage areas should be indicated on the stormwater pollution prevention plan by the operator following on-site location of the facility. Dust Control/Off-Site Vehicle Tracking: During construction, water trucks should be used, as needed. by each contractor or subcontractor to reduce dust After construction, the site should be stabilized to reduce dust. Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or equivalent device. The purpose of the rock pad is to minimize the amount of soil and mud that is tracked onto existing streets. If sediment escapes the construction site. off-site accumulations of sediment must be removed at a frequency sufficient to minimize offsite impacts. Sanitary/Septic: Contractors and subcontractors must comply with all state and local sanitary sewer, portable toilet, or septic system regulations. Sanitary facilities shall be provided at the site by each contractor or subcontractor throughout construction activities. The sanitary facilities should be utilized by all construction personnel and be serviced regularly. All expenses associated with providing sanitary facilities are the responsibility of the contractors and subcontractors. The location of any sanitary facilities should be indicated on the stormwater pollution prevention plan by the operator following on-site location of said facilities. Water Source: Water used to establish and maintain grass, to control dust. and for other construction purposes must originate from a public water supply or private well approved by the State or local health department. Equipment Fueling and Storage Areas: Equipment fueling, maintenance. and cleaning should only be completed in protected areas (i.e., bermed area). Leaking equipment and maintenance fluids will be collected and not allowed to discharge onto soil where they may be washed away during a rain event Equipment wash down (except for wheel washes) should take place within an area surrounded by a berm. The use of detergents is prohibited. Hazardous Material Storage: Chemicals. paints. advents, fertilizers, and other toxic or hazardous materials should be stored in their original containers (if original container is not resealable, store the products in dearly labeled, waterproof containers). Except during application, the containers should be kept in trucks or in bermed areas within covered storage faculties. Runoff containing such materials shall be collected. removed from the site. and disposed of in accordance with the federal, state, and local regulations. As may be required by federal, state or local regulations, the Contractor should have a Hazardous Materials Management Pian and/or Hazardous Materials Spill and Prevention Program in place. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper hazardous materials storage and handing procedures. The location of any hazardous material storage areas should be indicated on the stormwater pollution prevention plan by the operator following on-site location of the storage areas. Material Handing and Spill Prevention: Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event of a spill of a hazardous substance, the operator is required to notify the National Response Center (1-800-424-8802) to properly report the spill. In addition, the operator shall submit a written description of the release (including the type and amount of material released, the date of the release, the circumstances of the release, and the steps to be taken to prevent future spills) to the local Soil and Water Conservation District The SWPPP must be revised within 14 calendar days after the release to reflect the release, stating the information above along with modifications to minimize the possibility of future occurrences. Each contractor and subcontractor is responsible for complying with these reporting requirements. Concrete Washout: All concrete trucks waste material shall be completely contained and disposed in accordance with all local, state, and federal regulations. A pit or container is required when cleaning concrete chutes. Spill Response Plan: Minor - Small spills that typically involve oil gasoline, paint, hydraulic fluid etc. Minor spills can be controlled by the first responder at the discovery of the spill. • Contain spill to prevent material from entering storm or ground water. Do not flush with water or bury. • Use absorbent material to dean -up spill material and any subsequently contaminated soil and dispose of properly. Semi -significant Spills - Approximately ten gallons or less of pollutant with no contamination of ground or surface waters. Minor spills can be generally controlled by the first responder with help from other site personnel. This response may require other operations to stop to make sure the spill is quickly and safely addressed. At the discovery of the spill: • Contain spill to prevent material from entering storm or ground water. Do not flush with water or bury. • Use absorbent material to dean -up spills and dispose of properly. Spills on impervious surfaces should be contained with a dry absorbent. Spills on clayey soils should be contained by constructing an earthen dike and should be disposed of as soon as possible to prevent migration deeper into the soil and groundwater. Dispose of contaminated soils or absorbents properly. • Contact 911 if this spill could be a safety issue. • Contact supervisors and designated inspectors immediately • Contaminated solids to be removed to an approved landfill. Major or Hazardous Spills - More than ten gallons, there is the potential for death, injury or illness to humans or animals or has the potential for surface or groundwater pollution. • Control or contain the spill without risking bodily horn. Temporarily plug storm drains if possible to prevent migration of the spill into the stormwater system. " Immediately contact the local Fire Department at 911 to report any hazard material spill. • Contact supervisors and designated inspectors immediately. Other county or municipal officials (City of Carmel Engineering Department) responsible for storm water facilities should be contacted as well. The contractor is responsible for having these contact numbers available at the job site. A written report should be submitted to the owner as soon as possible. • As soon as possible but within 2 hours of discovery, contact the Department of Environmental Management, Office of Emergency Response 1-888-233-7745. The following information should be noted for future reports to IDEM or the National Response Center. o Name, address and phone number of person making the spill report o The location of the spill o The time of the spill o Identification of the spilled substance o Approximate quantity of the substance that has been spilled or may be further spilled o The duration and source of the spill o Name and location of the damaged waters o Name of spill response organization o What measures were taken in the spill response o Other information that may be significant Additional regulation or requirements may be present A spill response professional should be consulted to make sure all appropriate and required steps have been taken. Contaminated solids should only be removed from the site after approval is given by Emergency Response. 14. OWNER'S INFORMATION: Name: CITIMARK Address: 8604 ALLiSONVILILE ROAD, SUITE 250 Representative. MIKE DICKMAN Title: SENIOR VICE PRESIDENT, CONSTRUCTION Telephone: (317) 579-6513 OPERATOR'S INFORMATION: Name: CITIMARK Address: 8604 ALLISONVILLE ROAD, SUITE 250 Representative. MIKE DICKMAN Title: SENIOR VICE PRESIDENT, CONSTRUCTION Telephone: (317) 579-6513 Post -Construction SWPPP 1. Description of Potential Pollutant sources associated with the proposed land use (Cl) Pollutant Source Passenger vehidee, ddivery vehides. Type of Pollutant: 01, gasoline, deed fuel, any hydrocarbon associated with vehicular fuels and lubricants grease, antifreeze, windshield deaner solution, brace fluid, brace dust rubber. class, metal and plastic fragments, grit, road de-icing materials Pdlutant Source Trash durnpeter Type of Pollutant: Cleaning solutions or advents, litter (paper, plastic. genera refuse associated with distribution operations), uneaten food products, bacteria Pollutant Source Lawn and landscape areas Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass dippirxp) 2. Past -Construction Stamroater quality measurer (A19) The stormwater quality measures proposed with this project are an Aquaswiri, a wet bottom detention Pte• 2 a. Location - Refer to Grading Plan b. Dimensions - Refer to Grading Ran Q Sizing calculations - Refer to drainage report d. Detailed spedflcations - Refer to drainage report e. Construction Details - Refer to Grading Plan 3. Sequence describing stamwater quality measure implementation: (C2) The Aqua -Swirl and will be installed at the start of construction during the utility construction phase of the project and will remain as permanent water quality features. The wet detention pond will act as a storrrwMater quality measure. 4. Stormwater quality measures to be implemented to prevent or minknize adverse impacts to stream and riparian habitats. The wet detention pond, Aqua-Swid will be used to remove sediment from the runoff before it is discharged. 5. An Operation and Maintenance Manual for all post-oonstructian stormwater quality measures: Please see the supplena td O&M far all required information. -111.1 "� -_ 1 , AMERICAN STRUCTUREPOINT INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.5580 1 FAX 317.543.0270 www.structurepoint.com 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 CERTIF Y: . SCHRAGE ISSUANCEINDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS REVISION SCHEDULE NO. DESCRIPTION DATE 1 CITY COMMENTS 01/28/2016 /2\ TAC COMMENTS 04/13/2016 Project Number 2014.00194 STORMWATER POLLUTION PREVENTION PLAN C51 0 2014.00194.CE.C510.SWPPP.dwg DIVERSION RIDGE INSTALLATION WITH 3:1 SIDE SLOPE - - 1. DIG AN EIGHT -INCH DEEP, FOUR -INCH MADE TRENCH AROUND THE PERIMETER OF THE SPECIFICATIONS NOTE: ALTERNATIVE SUPPORT SYSTEMS MAY BE SUBSTITUTED FOR HARDWOOD INLET. SEEDING SPECIFICATIONS MULCH SPECIFICATIONS 2. IF USING PRE -ASSEMBLED GEOTEXTILE FABRIC AND POSTS, DRIVE THE POSTS INTO THE POST'S AND CROSS BRACES. SOIL, TIGHTLY STRETCHING THE GEOTEXTILE FABRIC BETWEEN POSTS AS EACH IS DRIVEN. SEEDBED PREPARATION MATERIALS 15' GRADE > 296_ �- (POSTS MUST BE PLACED ON THE INLET SIDE OF THE ANCHOR TRENCH WITHTHEGRADE AND APPLY SOIL AMENDMENTS. __.._.... _...,....,.....,.� .��. TABLE 1. SLOPE STEEPNESS RESTRICTIONS ROADWAY . GVN IKICIU ZING DRAINAVL ARL/1 • ONE ACRE MAXIMUM. GEOTEXTILE FABRIC ON THE SIDE 0 NOTE: IF ASSEMBLING THE GEOTEX11LE FABRIC AND POSTS ON-SITE, DRIVE THE POS SEEDING FREQUENCY SEED ROUGH GRADED AREAS DAILY WHILE SOIL IS STILL LOOSE AND MOIST. MATERIAL* RATE PER ACRE COMMENTS` EXTENSION OFFICE FOR ASSISTANCE AND SOIL INFORMATION, INCLUDING AVAILABLE SOIL CONTROL BLANKETS OR OTHER STABILIZATION METHODS. j7777 x "�; • HEIGHT - 12 TO 18 INCHES, MEASURED FROM THE TOP OF STORM DRAIN INLET. EXTENDING AWAY FROM THE INLET. TESTING SERVICES) OR 400 TO 600 POUNDS OF 12-12-12 ANALYSIS FERTILIZER, OR SHOULD BE DRY, FREE OF UNDESIRABLE SEEDS. EFFECTIVE LIFE INTO THE SOIL AND THEN SECURE THE GEOTEXTILE FABRIC TO THE POSTS BY PLACIN DENSITY OF VEGETATIVE COVER STRAW OR HAY 2 TONS SPREAD BY HAND OR MACHINE. • (STRUCTURE MUST WITHSTAND 1)¢ -FOOT HEAD OF WATER AND SEDIMENT WITHOUT PANELS TO SUPPORT FABRIC. GEOTEXIILE FABRIC UNDERUNE • SIX MONTHS (MAXIMUM). A PIECE OF LATHE OVER THE FABRIC AND FASTENING IT TO THE POST (STRETCHING EIGHTY PERCENT OR GREATER OVER THE SOIL SURFACE. OF QUICK GERMINATION, GROWTH, AND TIME OF YEAR TO BE SEEDED (SEE TABLE 1). ANCHORING 1 TO 2 INCHES MUST BE CRIMPED OR ANCHORED (SEE TABLE 2). EITHER: UNDERLINER 1 TO 2 INCHES CAPACITY THE FABRIC BETWEEN POSTS AS IT IS FASTENED). MATERIALS SET THE TOP OF THE GEOTEX11LE FABRIC FILTER AT LEAST SIX INCHES AND ENCOURAGE PLANT GROWTH). ANCHORED TO PREVENT REMOVAL BY WAND OR ANCHORING METHOD* HOW TO APPLY 20% ELONGATION MAY 11 -AUG. 10 WOOD FIBER 1 TON APPLY WITH A HYDRAULIC MULCH RUNOFF FROM A TWO-YEAR FREQUENCY, 24-HOUR STORM EVENT ENTERING A STORM • __ _ _ .. �..�n• MATERIALS CM AUVMnUVMTC - CM CPT uAWDIAI S AAIO DATES AS nFTFRUINFD RY A SOIL TFST OR CELLULOSE 70 LBS. PER LINEAL INCH MACHINE AND USE WITH TACKING AGENT. 0.3 GAL./MIN./SQUARE FOOT CROSS SECTION WATER FLOW RATE DRAIN WITHOUT BYPASS FLOW. 3. USE THE WRAF' JUIN MEIMOU wHr-N JVININV 4. PLACE THE BOTTOM 12 INCHES OF GEOTEX11LE FABRIC INTO THE EIGHT -INCH DEEP - ...� .,...�.......�..... ..��... ...,..�.....". ...._ .....__ .._ (CONTACT YOUR COUNTY SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE *MULCHING IS NOT RECOMMENDED IN CONCENTRATED FLOWS. CONSIDER EROSION NON -WOVEN PHYSICAL PROPERTY GEOTEXTILE STRUCTURE TRENCH, LAYING THE REMAINING FOUR INCHES IN THE BOTTOM OF THE TRENCH AND EXTENSION OFFICE FOR ASSISTANCE AND SOIL INFORMATION, INCLUDING AVAILABLE SOIL CONTROL BLANKETS OR OTHER STABILIZATION METHODS. 150' MINIMUM 85% • HEIGHT - 12 TO 18 INCHES, MEASURED FROM THE TOP OF STORM DRAIN INLET. EXTENDING AWAY FROM THE INLET. TESTING SERVICES) OR 400 TO 600 POUNDS OF 12-12-12 ANALYSIS FERTILIZER, OR 70% 85% • POST SPACING - 36 -INCH MAXIMUM SPACING BETWEEN POSTS. 5. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE. FRAME SUPPORT - BRACING TO STRENGTHEN INTEGRITY OF THE STRUCTURE. 6. BRACE THE POSTS BY NAILING BRACES INTO EACH CORNER POST OR UTILIZE RIGID EQUIVALENT. CONSIDER THE USE OF REDUCED PHOSPHOROUS APPLICATION WHERE SOIL COVERAGE TESTS INDICATE ADEQUATE PHOSPHOROUS LEVELS IN THE SOIL PROFILE. 0 THE MULCH SHOULD HAVE A UNIFORM DENSITY OF AT LEAST 75 PERCENT OVER I GEOTEXTILE FABRIC STABILIZERS TO ENSURE • (STRUCTURE MUST WITHSTAND 1)¢ -FOOT HEAD OF WATER AND SEDIMENT WITHOUT PANELS TO SUPPORT FABRIC. SEED - SELECT APPROPRIATE PLANT SPECIES SEED OR SEED MIXTURES ON THE BASIS THE SOIL SURFACE. UNDERUNE MAY 1 -JUNE 1 COLLAPSING OR WITHSTANDING.) NOTE: IN SITUATIONS WHERE STORM WATER MAY BYPASS THE STRUCTURE, OF QUICK GERMINATION, GROWTH, AND TIME OF YEAR TO BE SEEDED (SEE TABLE 1). ANCHORING 1 TO 2 INCHES MAY 1 -JULY 30 EITHER: MULCH - STRAW, HAY, WOOD FIBER, ETC. (TO PROTECT SEEDBED, RETAIN MOISTURE, TABLE 2. MULCH ANCHORING METHODS 1 TO 2 INCHES TEXTILE STRENGTH AT MATERIALS SET THE TOP OF THE GEOTEX11LE FABRIC FILTER AT LEAST SIX INCHES AND ENCOURAGE PLANT GROWTH). ANCHORED TO PREVENT REMOVAL BY WAND OR ANCHORING METHOD* HOW TO APPLY 20% ELONGATION MAY 11 -AUG. 10 • SUPPORT POSTS LOWER THAN THE GROUND ELEVATION ON THE DOWN-SLOPE SIDE OF WATER OR COVERED WITH MANUFACTURED EROSION CONTROL BLANKETS. MULCH ANCHORING TOOL OR CRIMP OR PUNCH THE STRAW OR HAY TWO TO 30 LBS. PER LINEAL INCH 50 LBS. PER LINEAL INCH •• 2 x 2 INCH OR 2 x4 INCH HARDWOOD POSTS. THE STORM DRAIN INLET, •• THREE FEET LENGTH, MINIMUM. BUILD A TEMPORARY DIKE, COMPACTED TO SIX INCHES HIGHER THAN THE THE STORM DRAIN INLET FARM DISK (DULL, SERRATED, FOUR INCHES INTO THE SOIL. OPERATE MACHINERY TABLE 1. SLOPE STEEPNESS RESTRICTIONS AND BLADES SET STRAIGHT) ON THE CONTOUR OF THE SLOPE. 70 LBS. PER LINEAL INCH SLURRY FLOW RATE • 1 x 2 INCH OR 1 x 3 INCH HARDWOOD CROSS BRACING LUMBER. FABRIC, ON THE DOWN-SLOPE SIDE OF • LATHE. AND/OR • STAPLES OR NAILS. USE IN CONJUNCTION WITH EXCAVATED DROP INLET PROTECTION. • GEOTEX11LE FABRIC. MAINTENANCE TABLE 2. GEOTEXTILE FABRIC SPECIFICATIONS FOR SILT FENCE (MINIMUM) . INSPECT DAILY. • INSPECT GEOTEX11LE FABRIC AND MAKE NEEDED REPAIRS IMMEDIATELY. • REMOVE SEDIMENT FROM POOL AREA TO PROVIDE STORAGE FOR THE NEXT STORM EVENT. AVOID DAMAGING OR UNDERCUTTING FABRIC DURING SEDIMENT REMOVAL • WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE SEDIMENT, PROPERLY DISPOSE OF ALL CONSTRUCTION MATERIAL, GRADE AREA TO THE ELEVATION OF THE STORM DRAIN INLET TOP, THEN STABILIZE IMMEDIATELY. SEED SPECIES* WOVEN NON -WOVEN PHYSICAL PROPERTY GEOTEXTILE FABRIC GEOTEX11LE FABRIC FILTERING EFFICIENCY 85% 85% UV RESISTANCE 70% 85% (INHIBITORS AND 40 LBS. 1/4 INCH STABILIZERS TO ENSURE GERMAN MILLET 40 LBS. SIX MONTH MINIMUM LIFE MAY 1 -JUNE 1 SUDANGRASS AT TEMPERATURES 0' TO 1 TO 2 INCHES MAY 1 -JULY 30 120• F) 60 LBS. 1 TO 2 INCHES TEXTILE STRENGTH AT CORN BROADCAST 300 LBS. 20% ELONGATION MAY 11 -AUG. 10 SORGHUM STANDARD STRENGTH 30 LBS. PER LINEAL INCH 50 LBS. PER LINEAL INCH EXTRA STRENGTH 50 LBS. PER LINEAL INCH 70 LBS. PER LINEAL INCH SLURRY FLOW RATE 0.3 GAL./MIN./SQUARE FOOT 4.5 GAL./MIN./SQUARE FOOT WATER FLOW RATE 15 GAL/MIN./SQUARE FOOT 220 GAL./MIN./SQUARE FOOT • INSPECT GEOTEX11LE FABRIC AND MAKE NEEDED REPAIRS IMMEDIATELY. • REMOVE SEDIMENT FROM POOL AREA TO PROVIDE STORAGE FOR THE NEXT STORM EVENT. AVOID DAMAGING OR UNDERCUTTING FABRIC DURING SEDIMENT REMOVAL • WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE SEDIMENT, PROPERLY DISPOSE OF ALL CONSTRUCTION MATERIAL, GRADE AREA TO THE ELEVATION OF THE STORM DRAIN INLET TOP, THEN STABILIZE IMMEDIATELY. SEED SPECIES* RATE PER ACRE PLANTING DEPTH OPTIMUM DATES** WHEAT OR RYE 150 LBS. 1 TO 1-1/2 INCHES SEPT. 15 -OCT. 30 SPRING OATS 100 LBS. 1 INCH MARCH 1 -APRIL 15 ANNUAL RYEGRASS 40 LBS. 1/4 INCH MARCH 1 -MAY 1 AUG. 1 -SEPT. 1 GERMAN MILLET 40 LBS. 1 TO 2 INCHES MAY 1 -JUNE 1 SUDANGRASS 35 LBS. 1 TO 2 INCHES MAY 1 -JULY 30 BUCKWHEAT 60 LBS. 1 TO 2 INCHES APRIL 15 -JUNE 1 CORN BROADCAST 300 LBS. 1 TO 2 INCHES MAY 11 -AUG. 10 SORGHUM 35 LBS. 1 TO 2 INCHES MAY 1 -JULY 15 OPE *PERENNIAL SPECIES MAY BE USED AS A TEMPORARY COVER, ESPECIALLY IF THE AREA TO APPLMICATIONS. IN MOST INSTANCES, INSTALLATION OPERATE DOZER UP AND DOWN SLOPE TO PREVENT INC. a I BE SEEDED WILL REMAIN IDLE FOR MORE THAN ONE YEAR. DETAILS ARE SITE SPECIFIC, SO MANUFACTURER'S r,= 225 CLEATING WITH DOZER TRACKSo FORMATION OF RILLS BY DOZER CLEATS. POLYESTER MESH - POLYPROPYLENE A A z SEEDING FAILURE. DATES MAY BE EXTENDED OR SHORTENED BASED ON THE LOCATION OF 12/22/2015 REINFORCEMENT GEOTEXTILE FILTER (OUTER LAYER) FABRIC (INNER LAYER) 01 THE PROJECT WITHIN THE STATE. *ALL FORMS OF MULCH MUST BE ANCHORED TO PREVENT DISPLACEMENT BY WIND SPECIFICATIONS 7260 Shadeland Station I Indianapolis, Indiana 46256 APPLY ACCORDING TO MANUFACTURER'S NOTES: AND/OR WATER. MULCH ALONE IS AN ACCEPTABLE TEMPORARY COVER AND MAY BE USED IN LIEU OF WOOD HYDROMULCH FIBERS RECOMMENDATIONS. GEOTEXTILE FABRIC HARDWOOD POST �� b N ;_ SYNTHETIC TACKIFIERS, APPLY ACCORDING TO MANUFACTURER'S DIMENSIONS �ooa0000000000000�� DIRECTED ONTO THE BLANKETS, STAPLE PATTERN SHOULD BE UTILIZED. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, 1. APPLY MULCH AT THE RECOMMENDED RATE SHOWN IN TABLE 1. WIDTH: TWENTY (20) FEET MINIMUM OR FULL WIDTH OF ENTRANCE/EXIT ROADWAY, WHICHEVER IS GREATER. BINDERS, OR SOIL STABILIZERS RECOMMENDATIONS. • LENGTH: ONE -HUNDRED FIFTY (150) FEET MINIMUM (LENGTH CAN BE SHORTER FOR SMALLER SITES). COMPACTED FILL HYDRAULIC MULCH MACHINE. SEEDING APPLICATION GROUND SHOULD BE VISIBLE. THICKNESS: EIGHT (8) INCHES MINIMUM. INSTALL NETTING IMMEDIATELY AFTER APPLYING MULCH. FLOW SEEDBED PREPARATION 3. ANCHOR STRAW OR HAY MULCH IMMEDIATELY AFTER APPLICATION. THE MULCH CAN BE -� 1 TEST SOIL TO DETERMINE H AND NUTRIENT LEVELS ANCHORED USING ONE OF THE METHODS LISTED BELOW: MATERIALS ANCHOR NETTING WITH STAPLES. EDGES OF NETTING AMERICAN NETTING (SYNTHETIC OR STRIPS SHOULD OVERLAP WITH EACH UP-SLOPE STRIP FOUR TO SIX INCHES OVER THE ADJACENT STRUCTUREPOINT BIODEGRADABLE MATERIAL) OVERLAPPING STRIP BEST SUITED TO SLOPE 8" MINIMUM INDOT C 2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST. IF TESTING IS NOT a. CRIMP WITH A MULCH ANCHORING TOOL, A WEIGHTED FARM DISK WITH DULL ONE (1) TO TWO AND ONE-HALF k2-1/2) INCH DIAMETER WASHED AGGREGATE (INDOT CA N0. 2). 36 IN. (MAX.) ;� %;,- DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR SERRATED BLADES SET STRAIGHT, OR TRACK CLEATS OF A BULLDOZER, ONE-HALF (1/2) TO ONE AND ONE-HALF (1-1/2) INCH WASHED AGGREGATE (INDOT CA N0. 53); W PROVIDE CROSS BRACING i� , x ^ EQUIVALENT. b. APPLY HYDRAULIC MULCH WITH SHORT CELLULOSE FIBERS, OPTIONAL, USED PRIMARILY WHERE THE PURPOSE OF THE PAD IS TO KEEP SOIL FROM ADHERING TO WHEN NECESSARY GEOTEXTILE FABRIC 4' ;z z 3. WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL WITH c. APPLY A LIQUID TACKIFIER, OR VEHICLE TIRES. A DISK OR RAKE OPERATED ACROSS THE SLOPE. d. COVER WITH NETTING SECURED BY STAPLES. GEOTEX11LE FABRIC UNDERLAYMENT (USED AS A SEPARATE LAYER TO PREVENT INTERMIXING OF LAID ON DOWN-SLOPE AGGREGATE AND THE UNDERLYING SOIL MATERIAL AND TO PROVIDE GREATER BEARING STRENGTH WHEN SIDE AND BOTTOM OF SEEDING MULCH MAINTENANCE ENCOUNTERING WET CONDITIONS OR SOILS WITH SEASONAL HIGH WATER TABLE LIMITATIONS). z TRENCH 1. SELECT A SEED SPECIES OR AN APPROPRIATE SEED MIXTURE AND APPLICATION RATE • INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN FROM TABLE 1. CALENDAR DAYS. op 4 j i j INSTALLATION 2. APPLY SEED UNIFORMLY WITH A DRILL OR CUL71PACKER SEEDER OR BY BROADCASTING. CHECK FOR EROSION OR MOVEMENT OF MULCH; REPAIR DAMAGED AREAS, RESEED, 1. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA. PLANT OR COVER SEED TO THE DEPTH SHOWN IN TABLE 1. CAPPLY NEW MULCH AND ANCHOR THE ONTINUE NSPECTIONS UNTIL VEGETATIONLICS FlRMLYH IN � ESTABLISHED. 2. GRADE FOUNDATION AND CROWN FOR POSITIVE DRAINAGE. IF THE SLOPE OF THE CONSTRUCTION ENTRANCE -- IS TOWARD A PUBLIC ROAD AND EXCEEDS TWO (2) PERCENT, CONSTRUCT AN EIGHT (8) INCH HIGH NOTES:IF EROSION IS SEVER OR RECURRING, USE EROSION CONTROL BLANKETS OR OTHER DIVERSION RIDGE WITH A RATIO OF 3 -TO -1 SIDE SLOPES ACROSS THE FOUNDATION AREA ABOUT 15 FEET I I- - - -- 1. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED -TO -SOIL MORE SUBSTANTIAL STABILIZATION METHODS TO PROTECT THE AREA. CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR CULTIPACKER AFTER FROM THE ENTRANCE TO DIVERT RUNOFF AWAY FROM THE ROAD (SEE CROSS-SECTION VIEW ABOVE). NOTE: THIS MEASURE IS NOT RECOMMENDED FOR COMPLETING SEED OPERATIONS. 3. INSTALL A CULVERT PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE. �. Z Z 4. IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO 11939 BUILDING i + PAVED SURFACES DUE TO INABILITY TO ENTRENCH 2 DAILY SEEDING WHEN THE SOIL IS MOIST IS USUALLY MOST EFFECTIVE. IMPROVE STABILITY. BURIED GEOTEXTILE 1 00 THE FABRIC AND LACK OF AN ANCHORING SYSTEM. 3. IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BETO FABRIC ��irJ ��vJ APPLIED WITH THE SEED IN A SLURRY MIXTURE. 5 PPLACE LANS, LEAVING AGGREGATE (NDOT CA NO. SURFACE SMOOTH DIMEND NSIONS SLOPEDFOR DRAINAGE. ND GRADE SHOWN IN THE CONSTRUCTION 3. APPLY MULCH AND ANCHOR IT IN PLACE. 6. WHERE POSSIBLE, DIVERT ALL STORM WATER RUNOFF AND DRAINAGE FROM THE TEMPORARY SILT FENCE INLET PROTECTION SEEDING MAINTENANCE CONSTRUCTION INGRESS/EGRESS PAD TO A SEDIMENT TRAP OR BASIN. • INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN NOT TO SCALE (REV. 09/15) 1dAINTEdBdCE. CALENDAR DAYS. INSPECT DAILY. • CHECK FOR EROSION OR MOVEMENT OF MULCH AND REPAIR IMMEDIATELY. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL • MONITOR FOR EROSION DAMAGE AND ADEQUATE COVER (80 PERCENT DENSITY); RESEED, TOP -DRESS WITH CLEAN AGGREGATE AS NEEDED. FERTILIZE, AND APPLY MULCH WHERE NECESSARY. o IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS. • IF NITROGEN DEFICIENCY IS APPARENT, TOP -DRESS FALL SEEDED WHEAT OR RYE FLUSHING SHOULD ONLY BE USED IF THE WATER FROM THE CONSTRUCTION DRIVE CAN BE CONVEYED INTO 11939 N. MERIDIAN ST. SEEDING WITH 50 POUNDS PER ACRE OF NITROGEN IN FEBRUARY OR MARCH. A SEDIMENT TRAP OR BASIN. DI MULCH GRAVEL CONSTRUCTION ENTRANCE CARMEL, IN 46033 TEMPORARY SEEDING WITH M LC (SITES LARGER THAN TWO ACR S NOT TO SCALE (REV. 09/15) NOT TO SCALE (REV. 09/15) 3 0 U U `��\��` �� N.se / LO UJ INSTALLATION 0 1. REMOVE THE STORM SEWER GRATE AND PLACE THE FRAME INTO THE GRATE OPENING. STEEL FRAME OVERFLOW FEATURE 0 2. PLACE GEOTEXTILE FABRIC INTO THE FRAME AND SECURE ACCORDING TO THE MANUFACTURER'S O Y 3. REPLACE DATLO ORM SEWER GRATE. / i IAN . J �O C ON A1. ��• • 1 o INSPECT DAILY. o • REMOVE ACCUMULATED SEDIMENT AND DEBRIS AFTER EACH STORM EVENT. DEPOSIT SEDIMENT IN Y- 0 AN AREA WHERE IT WILL NOT RE-ENTER THE PAVED AREA OR STORM DRAINS. CERTIF Y: . SCHRAGE • REPLACE OR CLEAN GEOTEXTILE FABRIC AS NEEDED. • WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE INLET PROTECTION. ; o HANDLES FOR r�, STAINLESS STEEL v EASY REMOVAL ISSUANCE INDEX A B C SPECIFICATIONS 3' Or 3, � 3' EFFECTIVE LIFE r ;r CY THE FUNCTIONAL LIFE OF AN EROSION CONTROL BLANKET IS DEPENDENT ON THE 3N MATERIALS USED.`'` m o (V ANCHORING o STAPLES, PINS OR STAKES USED TO PREVENT MOVEMENT OR DISPLACEMENT OF BLANKET. r7 M X X (FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR SPECIFIC APPLICATIONS.) MATERIALS iG X to X X ORGANIC (STRAW, EXCELSIOR, WOVEN PAPER, COCONUT FIBER, ETC.) OR SYNTHETIC MULCH STORM N INCORPORATED WITH A POLYPROPYLENE, NATURAL FIBER OR SIMILAR NETTING MATERIAL GRATE *PERENNIAL SPECIES MAY BE USED AS A TEMPORARY COVER, ESPECIALLY IF THE AREA TO APPLMICATIONS. IN MOST INSTANCES, INSTALLATION I A NO. 2 AGGREGATE INC. z� BE SEEDED WILL REMAIN IDLE FOR MORE THAN ONE YEAR. DETAILS ARE SITE SPECIFIC, SO MANUFACTURER'S r,= 225 DATE: **SEEDING DONE OUTSIDE THE OPTIMUM SEEDING DATES INCREASES THE CHANCES OF RECOMMENDATIONS SHOULD BE FOLLOWED. POLYESTER MESH - POLYPROPYLENE A A M SEEDING FAILURE. DATES MAY BE EXTENDED OR SHORTENED BASED ON THE LOCATION OF 12/22/2015 REINFORCEMENT GEOTEXTILE FILTER (OUTER LAYER) FABRIC (INNER LAYER) DIRECTION +I THE PROJECT WITHIN THE STATE. *ALL FORMS OF MULCH MUST BE ANCHORED TO PREVENT DISPLACEMENT BY WIND SPECIFICATIONS 7260 Shadeland Station I Indianapolis, Indiana 46256 36 INCH (MIN.) NOTES: AND/OR WATER. MULCH ALONE IS AN ACCEPTABLE TEMPORARY COVER AND MAY BE USED IN LIEU OF LOCATION AVOID LOCATING ON STEEP SLOPES OR AT CURVES IN PUBUC ROADS. TEL 317. w.str ct FAX nt.co 3.0270 www.structurepoint.com GEOTEXTILE FABRIC HARDWOOD POST TEMPORARY SEEDING, PROVIDED THAT IT IS APPROPRIATELY ANCHORED. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS "C" ;_ SECURED WITH LATHE MULCH APPLICATION DIMENSIONS �ooa0000000000000�� DIRECTED ONTO THE BLANKETS, STAPLE PATTERN SHOULD BE UTILIZED. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, 1. APPLY MULCH AT THE RECOMMENDED RATE SHOWN IN TABLE 1. WIDTH: TWENTY (20) FEET MINIMUM OR FULL WIDTH OF ENTRANCE/EXIT ROADWAY, WHICHEVER IS GREATER. REVISION SCHEDULE CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED FLOW. 2. SPREAD THE MULCH MATERIAL UNIFORMLY BY HAND, HAYFORK, MULCH BLOWER, OR AFTER SPREADING, NO MORE THAN 25 PERCENT OF THE • LENGTH: ONE -HUNDRED FIFTY (150) FEET MINIMUM (LENGTH CAN BE SHORTER FOR SMALLER SITES). COMPACTED FILL HYDRAULIC MULCH MACHINE. SEEDING APPLICATION GROUND SHOULD BE VISIBLE. THICKNESS: EIGHT (8) INCHES MINIMUM. FLOW SEEDBED PREPARATION 3. ANCHOR STRAW OR HAY MULCH IMMEDIATELY AFTER APPLICATION. THE MULCH CAN BE -� 1 TEST SOIL TO DETERMINE H AND NUTRIENT LEVELS ANCHORED USING ONE OF THE METHODS LISTED BELOW: MATERIALS 2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST. IF TESTING IS NOT a. CRIMP WITH A MULCH ANCHORING TOOL, A WEIGHTED FARM DISK WITH DULL ONE (1) TO TWO AND ONE-HALF k2-1/2) INCH DIAMETER WASHED AGGREGATE (INDOT CA N0. 2). 36 IN. (MAX.) ;� %;,- DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR SERRATED BLADES SET STRAIGHT, OR TRACK CLEATS OF A BULLDOZER, ONE-HALF (1/2) TO ONE AND ONE-HALF (1-1/2) INCH WASHED AGGREGATE (INDOT CA N0. 53); W PROVIDE CROSS BRACING i� , x ^ EQUIVALENT. b. APPLY HYDRAULIC MULCH WITH SHORT CELLULOSE FIBERS, OPTIONAL, USED PRIMARILY WHERE THE PURPOSE OF THE PAD IS TO KEEP SOIL FROM ADHERING TO WHEN NECESSARY GEOTEXTILE FABRIC 4' ;z z 3. WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL WITH c. APPLY A LIQUID TACKIFIER, OR VEHICLE TIRES. A DISK OR RAKE OPERATED ACROSS THE SLOPE. d. COVER WITH NETTING SECURED BY STAPLES. GEOTEX11LE FABRIC UNDERLAYMENT (USED AS A SEPARATE LAYER TO PREVENT INTERMIXING OF LAID ON DOWN-SLOPE AGGREGATE AND THE UNDERLYING SOIL MATERIAL AND TO PROVIDE GREATER BEARING STRENGTH WHEN SIDE AND BOTTOM OF SEEDING MULCH MAINTENANCE ENCOUNTERING WET CONDITIONS OR SOILS WITH SEASONAL HIGH WATER TABLE LIMITATIONS). z TRENCH 1. SELECT A SEED SPECIES OR AN APPROPRIATE SEED MIXTURE AND APPLICATION RATE • INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN FROM TABLE 1. CALENDAR DAYS. op 4 j i j INSTALLATION 2. APPLY SEED UNIFORMLY WITH A DRILL OR CUL71PACKER SEEDER OR BY BROADCASTING. CHECK FOR EROSION OR MOVEMENT OF MULCH; REPAIR DAMAGED AREAS, RESEED, 1. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA. PLANT OR COVER SEED TO THE DEPTH SHOWN IN TABLE 1. CAPPLY NEW MULCH AND ANCHOR THE ONTINUE NSPECTIONS UNTIL VEGETATIONLICS FlRMLYH IN � ESTABLISHED. 2. GRADE FOUNDATION AND CROWN FOR POSITIVE DRAINAGE. IF THE SLOPE OF THE CONSTRUCTION ENTRANCE -- IS TOWARD A PUBLIC ROAD AND EXCEEDS TWO (2) PERCENT, CONSTRUCT AN EIGHT (8) INCH HIGH NOTES:IF EROSION IS SEVER OR RECURRING, USE EROSION CONTROL BLANKETS OR OTHER DIVERSION RIDGE WITH A RATIO OF 3 -TO -1 SIDE SLOPES ACROSS THE FOUNDATION AREA ABOUT 15 FEET I I- - - -- 1. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED -TO -SOIL MORE SUBSTANTIAL STABILIZATION METHODS TO PROTECT THE AREA. CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR CULTIPACKER AFTER FROM THE ENTRANCE TO DIVERT RUNOFF AWAY FROM THE ROAD (SEE CROSS-SECTION VIEW ABOVE). NOTE: THIS MEASURE IS NOT RECOMMENDED FOR COMPLETING SEED OPERATIONS. 3. INSTALL A CULVERT PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE. �. Z Z 4. IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO 11939 BUILDING i + PAVED SURFACES DUE TO INABILITY TO ENTRENCH 2 DAILY SEEDING WHEN THE SOIL IS MOIST IS USUALLY MOST EFFECTIVE. IMPROVE STABILITY. BURIED GEOTEXTILE 1 00 THE FABRIC AND LACK OF AN ANCHORING SYSTEM. 3. IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BETO FABRIC ��irJ ��vJ APPLIED WITH THE SEED IN A SLURRY MIXTURE. 5 PPLACE LANS, LEAVING AGGREGATE (NDOT CA NO. SURFACE SMOOTH DIMEND NSIONS SLOPEDFOR DRAINAGE. ND GRADE SHOWN IN THE CONSTRUCTION 3. APPLY MULCH AND ANCHOR IT IN PLACE. 6. WHERE POSSIBLE, DIVERT ALL STORM WATER RUNOFF AND DRAINAGE FROM THE TEMPORARY SILT FENCE INLET PROTECTION SEEDING MAINTENANCE CONSTRUCTION INGRESS/EGRESS PAD TO A SEDIMENT TRAP OR BASIN. • INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN NOT TO SCALE (REV. 09/15) 1dAINTEdBdCE. CALENDAR DAYS. INSPECT DAILY. • CHECK FOR EROSION OR MOVEMENT OF MULCH AND REPAIR IMMEDIATELY. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL • MONITOR FOR EROSION DAMAGE AND ADEQUATE COVER (80 PERCENT DENSITY); RESEED, TOP -DRESS WITH CLEAN AGGREGATE AS NEEDED. FERTILIZE, AND APPLY MULCH WHERE NECESSARY. o IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS. • IF NITROGEN DEFICIENCY IS APPARENT, TOP -DRESS FALL SEEDED WHEAT OR RYE FLUSHING SHOULD ONLY BE USED IF THE WATER FROM THE CONSTRUCTION DRIVE CAN BE CONVEYED INTO 11939 N. MERIDIAN ST. SEEDING WITH 50 POUNDS PER ACRE OF NITROGEN IN FEBRUARY OR MARCH. A SEDIMENT TRAP OR BASIN. DI MULCH GRAVEL CONSTRUCTION ENTRANCE CARMEL, IN 46033 TEMPORARY SEEDING WITH M LC (SITES LARGER THAN TWO ACR S NOT TO SCALE (REV. 09/15) NOT TO SCALE (REV. 09/15) 3 0 U U `��\��` �� N.se / LO UJ INSTALLATION 0 1. REMOVE THE STORM SEWER GRATE AND PLACE THE FRAME INTO THE GRATE OPENING. STEEL FRAME OVERFLOW FEATURE 0 2. PLACE GEOTEXTILE FABRIC INTO THE FRAME AND SECURE ACCORDING TO THE MANUFACTURER'S O Y 3. REPLACE DATLO ORM SEWER GRATE. / i IAN . J �O C ON A1. ��• • 1 o INSPECT DAILY. o • REMOVE ACCUMULATED SEDIMENT AND DEBRIS AFTER EACH STORM EVENT. DEPOSIT SEDIMENT IN Y- 0 AN AREA WHERE IT WILL NOT RE-ENTER THE PAVED AREA OR STORM DRAINS. CERTIF Y: . SCHRAGE • REPLACE OR CLEAN GEOTEXTILE FABRIC AS NEEDED. • WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE INLET PROTECTION. ; o HANDLES FOR r�, STAINLESS STEEL v EASY REMOVAL ISSUANCE INDEX A B C SPECIFICATIONS 3' Or 3, � 3' EFFECTIVE LIFE r ;r CY THE FUNCTIONAL LIFE OF AN EROSION CONTROL BLANKET IS DEPENDENT ON THE 3N MATERIALS USED.`'` m o (V ANCHORING o STAPLES, PINS OR STAKES USED TO PREVENT MOVEMENT OR DISPLACEMENT OF BLANKET. r7 M X X (FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR SPECIFIC APPLICATIONS.) MATERIALS iG X to X X ORGANIC (STRAW, EXCELSIOR, WOVEN PAPER, COCONUT FIBER, ETC.) OR SYNTHETIC MULCH STORM N INCORPORATED WITH A POLYPROPYLENE, NATURAL FIBER OR SIMILAR NETTING MATERIAL GRATE BAND (HEMMED INTO r �. STORM SEWER PIPE C 275 z� BAG) r,= 225 DATE: 200 POLYESTER MESH - POLYPROPYLENE A A M LENGTH 150 12/22/2015 BAND (HEMMED INTO r �. STORM SEWER PIPE C 275 C BAG) r,= 225 DATE: 200 POLYESTER MESH - POLYPROPYLENE A A M LENGTH 150 12/22/2015 REINFORCEMENT GEOTEXTILE FILTER (OUTER LAYER) FABRIC (INNER LAYER) DIRECTION +I 125 0 100 PROJECT PHASE: 75 Of FLOW :Y 50 CONSTRUCTION DOCUMENTS AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS "C" ;_ ROCK DONUT DETAIL �ooa0000000000000�� DIRECTED ONTO THE BLANKETS, STAPLE PATTERN SHOULD BE UTILIZED. NOT TO SCALE (REV. 09/15) NOT TO SCALE (REV. 09/15) REVISION SCHEDULE a X (THE NETTING MAY BE BIODEGRADABLE, PHOTODEGRADABLE OR PERMANENT.) TOP OF BANK NO. DESCRIPTION DATE UJ _J LJFTNOTE: SOME EROSION CONTROL BLANKET NETTINGS MAY POSE A THREAT TO STRAPS , CITY COMMENTS 01 /28/2016 z CERTAIN SPECIES OF WILDLIFE IF THEY BECOME ENTANGLED IN THE NETTING REINFORCED STORM Q X X X MATRIX. CORNERS GRATE CURB 2 TAC COMMENTS 04/13/2016 SIX TO 12 -INCH STAPLES, PINS, OR STAKES.OPENING = r , " ® LIFT kk PLAN INSTALLATION ® . ® OPTIONAL 1. SELECT THE TYPE AND WEIGHT OF EROSION CONTROL BLANKET TO FIT THE SITE OUTFLOW^'' STRAPS X CONDITIONS (E.G., SLOPE, CHANNEL, FLOW VELOCITY) PER THE MANUFACTURER'S MANAGEABLE 2 FOOT PORTS CURB TOP OF DAM 3I 'f I d w RECOMMENDATIONS. CONTAINMENT AREA REINFORCED k FILTER �� 2. PREPARE THE SEEDBED, ADD SOIL AMENDMENTS, AND PERMANENTLY SEED THE AREA CORNERS EMERGENCY O X X X IMMEDIATELY FOLLOWING SEEDBED PREPARATION. ?''•. OVERFLOW DUMPING WEIR p 3. LAY EROSION CONTROL BLANKETS ON THE SEEDED AREA SO THAT THEY ARE IN STRAPS 0 0 0 0 C= 0 0 0 1 CONTINUOUS CONTACT WITH THE SOIL WITH EACH UP-SLOPE OR UP -STREAM BLANKET o 0 0 0 m OPTIONAL 0 1 STAPLE PER SQ. YD. 1)� STAPLES PER SQ. YD. 2 STAPLES PER SQ. YD. OVERLAPPING THE DOWN-SLOPE OR DOWN -STREAM BLANKET BY AT LEAST EIGHT INCHES, STORM MANAGEABLE 2 FOOT Y� OUTFLOW LU GENERAL STAPLE RECOMMENDATIONS OR FOLLOW MANUFACTURERS RECOMMENDATIONS. INLET CONTAINMENT AREA h> < BOTTOM OF DAM PORTS ",�' ' .� �' 4. TUCK THE UPPERMOST EDGE OF THE UPPER BLANKETS INTO A CHECK SLOT (SLIT TRENCH), SECTION B -B �w 300 C 275 C 250 A 225 0 200 SEVEN CALENDAR DAYS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE SLOPE 175 M LENGTH 150 STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. DROP-IN INLET PROTECTION L i 125 0 100 STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. 75 0 50 25 B C C C C B A A B B BACKFILL WITH SOIL AND TAMP DOWN. IN CERTAIN APPLICATIONS, THE MANUFACTURER MAY REQUIRE ADDITIONAL CHECK SLOTS AT SPECIFIC LOCATIONS DOWN SLOPE FROM THE #8 STONE #8 STONE UPPERMOST EDGE OF THE UPPER BLANKETS. (1' MIN. THICKNESS) 2' (1' MIN. THICKNESS) 5. ANCHOR THE BLANKETS IN PLACE BY DRIVING STAPLES, PINS, OR STAKES THROUGH THE DUMPING , ADD'TL STAPLES AS BLANKET AND INTO THE UNDERLYING SOIL FOLLOW AN ANCHORING PATTERN APPROPRIATE STRAPS N N 1MIN. REQ'D. DUE TO FOR THE SITE CONDITIONS AND AS RECOMMENDED BY THE MANUFACTURER. u k k}` 1 r 3• DEPTH OF FLOW N j�: " 3 a t 3, Project Number 2014.00194 MAINTENANCE INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN` t CALENDAR DAYS. v } • CHECK FOR EROSION OR DISPLACEMENT OF THE BLANKET. EROSION CONTROL 1 STONE • IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING THE iv # ® X ® ERODED AREA, ADD SOIL AND TAMP, RESEED THE AREA, REPLACE AND STAPLE THE K BLANKET. NOTE: CONTRACTOR TO USE FLEXSTORM SECTION A -A DETAILS DANX NOTES ORTAPPROIVED NLET ALTERNACTE. TORINLET DY BAG MAINTENANCE 4:1 3:1 2:1 1:1 CHANNEL CHANNEL LININGS UTILIZE STAPLE PATTERN "C' WITH ADDITIONAL STAPLES ON SIDE SLOPES DETAIL OF INLET SED PROTECTION WITHIN CITY RIGHT-OF-WAY INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY LINING SLOPE GRADIENT AT PROJECTED WATER LINE. DETAIL OF INLET SEDIMENT CONTROL DEVICE CONTROL DEVICE WITH CURB FILTER IS COMPLETELY BELOW GRATE. SEVEN CALENDAR DAYS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE 00 0 N STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. DROP-IN INLET PROTECTION AND PROPERLY DISPOSE OF ANY UNSTABLE SEDIMENT AND CONSTRUCTION MATERIAL, AND RE -STABILIZE. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. TO BE USED IN PAVED AREAS. C520 EROSION CONTROL BLANKET AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS "C" DROP-IN INLET PROTECTION ROCK DONUT DETAIL NOT TO SCALE (REV. 09/15) DIRECTED ONTO THE BLANKETS, STAPLE PATTERN SHOULD BE UTILIZED. NOT TO SCALE (REV. 09/15) NOT TO SCALE (REV. 09/15) 2014.00194.CE.C520-C522.ECD.dwg .d a 00 N 0 N v ui Q 0 0 n METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE LINING TO THE STRAW BALES u nnr% no ►METAL STAKES TO E STRAW BALES tAW BALE) STRAW BALE (ALTERNATIVE MATERIALS OR PRODUCTS MAY BE USED TO PROVIDE STRUCTURAL CONTAINMENT. ALTERNATIVE MATERIALS OR PRODUCTS WALL REQUIRE DESIGN MODIFICATION. POLYETHYLENE LINING (10 MIL); THE LINING SHOULD EXTEND OVER THE STRAW BALES. EXCAVATION PLAN VIEW SANDBAGS OR OTHER APPROPRIATE ANCHORING SYSTEM TO SECURE THE POLYETHYLENE LINING POLYETHYLENE LINING (10 MIL) SECTION A -A BELOW GRADE SYSTEM SANDBAGS OR OTHER APPROPRIATE ANCHORING SYSTEM TO SECURE THE POLYETHYLENE LINING MATERIALS PLAN VIEW METAL PINS METAL PINS AREA THAT IS TO BE PROTECTED. OR STAPLES OR STAPLES 0 INSTALL SYSTEMS AT STRATEGIC LOCATIONS THAT ARE CONVENIENT AND IN CLOSE PROXIMITY TO WORK WOOD OR OVERLAP OF THE LINING (DESIGNED AND INSTALLED SYSTEMS). POLYETHYLENE METAL STAKE SIGNAGE. LINING • ORANGE SAFETY FENCING OR EQUIVALENT. (10 MIL) STRAW STRAW BALES, SANDBAGS (BAGS SHOULD BE ULTRAVIOLET -STABILIZED GEOTEXTILE FABRIC), SOIL MATERIAL, OR OTHER APPROPRIATE MATERIALS THAT CAN BE USED TO CONSTRUCT A CONTAINMENT SYSTEM (ABOVE LOCATION 0LOCATE CONCRETE WASHOUT SYSTEMS AT LEAST 50 FEET FROM ANY CREEKS, WETLANDS, DITCHEST, KARST BALE GRADE SYSTEMS). FEATURES, OR STORM DRAINS/MANMADE CONVEYANCE SYSTEMS. COMPACTED METAL PINS OR STAPLES AT A MINIMUM OF SIX INCHES IN LENGTH, SANDBAGS, OR ALTERNATIVE FASTENER M MSECURE =_. SOIL t' STRAW BALES ENTRENCHED MATERIAL • -, 4 INCHES INTO THE SOIL -„! i, EQUIPMENT. F - SECTION A -A ABOVE GRADE SYSTEM TALL FESCUE** EXCAVATION PLAN VIEW SANDBAGS OR OTHER APPROPRIATE ANCHORING SYSTEM TO SECURE THE POLYETHYLENE LINING POLYETHYLENE LINING (10 MIL) SECTION A -A BELOW GRADE SYSTEM SANDBAGS OR OTHER APPROPRIATE ANCHORING SYSTEM TO SECURE THE POLYETHYLENE LINING MATERIALS CONCRETE (NOT WASHOUT WATER) MAY BE DISPOSED OF IN AREAS THAT WILL NOT RESULT IN FLOW TO AN • MINIMUM OF TEN MIL POLYETHYLENE SHEETING THAT IS FREE OF HOLES, TEARS, AND OTHER DEFECTS. THE AREA THAT IS TO BE PROTECTED. 6 IN. MIN. SHEETING SELECTED SHOULD BE OF AN APPROPRIATE SIZE TO FIT THE WASHOUT SYSTEM WITHOUT SEAMS OR 0 INSTALL SYSTEMS AT STRATEGIC LOCATIONS THAT ARE CONVENIENT AND IN CLOSE PROXIMITY TO WORK 12 IN. OVERLAP OF THE LINING (DESIGNED AND INSTALLED SYSTEMS). AREAS AND IN SUFFICIENT NUMBER TO ACCOMMODATE THE DEMAND FOR DIPOSAL • SIGNAGE. 0INSTALL SIGNAGE IDENTIFYING THE LOCATION OF CONCRETE WASHOUT SYSTEMS. • ORANGE SAFETY FENCING OR EQUIVALENT. 24 IN. • STRAW BALES, SANDBAGS (BAGS SHOULD BE ULTRAVIOLET -STABILIZED GEOTEXTILE FABRIC), SOIL MATERIAL, OR OTHER APPROPRIATE MATERIALS THAT CAN BE USED TO CONSTRUCT A CONTAINMENT SYSTEM (ABOVE LOCATION 0LOCATE CONCRETE WASHOUT SYSTEMS AT LEAST 50 FEET FROM ANY CREEKS, WETLANDS, DITCHEST, KARST 30 IN. GRADE SYSTEMS). FEATURES, OR STORM DRAINS/MANMADE CONVEYANCE SYSTEMS. • METAL PINS OR STAPLES AT A MINIMUM OF SIX INCHES IN LENGTH, SANDBAGS, OR ALTERNATIVE FASTENER M MSECURE TO THE EXTENT PRACTICAL, LOCATE CONCRETE WASHOUT SYSTEMS IN RELATIVELY FLAT AREAS THAT HAVE 10 TO 12 FT. TO POLYETHYLENE LINING TO THE CONTAINMENT SYSTEM. ESTABLISHED VEGETATIVE COVER AND DO NOT RECEIVE RUNOFF FROM ADJACENT LAND AREAS. LOCATE IN AREAS THAT PROVIDE EASY ACCESS FOR CONCRETE TRUCKS AND OTHER CONSTRUCTION • NON -COLLAPSING AND NON -WATER HOLDING COVER FOR USE DURING RAIN EVENTS (OPTIONAL). EQUIPMENT. INSTALLATION TALL FESCUE** LOCATE AWAY FROM OTHER CONSTRUCTION TRAFFIC TO REDUCE THE POTENTIAL FOR DAMAGE TO THE SYSTEM. PREFABRICATED WASHOUT SYSTEMS/CONTAINERS GENERAL DESIGN CONSIDERATIONS • INSTALL AND LOCATE ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. 0 THE STRUCTURE OR SYSTEM SHALL BE DESIGNED TO CONTAIN THE ANTICIPATED WASHOUT WATER ASSOCIATED DESIGNED AND INSTALLED SYSTEMS • UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION PLAN TO INSTALL THE WITH CONSTRUCTION ACTIVITIES. 0 THE SYSTEM SHALL BE DESIGNED, TO THE EXTENT PRACTICAL, TO ELIMINATE RUNOFF FROM ENTERING THE • SYSTEM. DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INSTALL THE CONTAINMENT SYSTEM. WASHOUT SYSTEM. 0 RUNOFF FROM A RAINSTORM OR SNOWMELT SHOULD NOT CARRY WASTES AWAY FROM THE WASHOUT • A BASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS AND OTHER DEBRIS THAT MAY LOCATION. CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENE LINING. 0 WASHOUT WILL NOT IMPACT FUTURE LAND USES (I.E., OPEN SPACES, LANDSCAPED AREAS, HOME SITES, • INSTALL THE POLYETHYLENE LINING. FOR EXCAVATED SYSTEMS, THE LINING SHOULD EXTEND OVER THE ENTIRE PARKS). EXCAVATION. THE LINING FOR BERMED SYSTEMS SHOULD BE INSTALLED OVER THE POOLING AREA WITH ENOUGH MATERIAL TO EXTEND THE LINING OVER THE BERM OR CONTAINMENT SYSTEM. THE LINING SHOULD BE 0WASHOUT SYSTEMS /CONTAINMENTS MEASURES MAY ALSO BE UTILIZED ON SMALLER INDIVIDUAL BUILDING SECURED WITH PINS, STAPLES, OR OTHER FASTENERS. SITES. THE DESIGN AND SIZE OF THE SYSTEM CAN BE ADJUSTED TO ACCOMMODATE THE EXPECTED CAPACITY. • PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO CONSTRUCTION EQUIPMENT AND PREFABRICATED WASHOUT SYSTEMS/CONTAINERS • OTHER TRAFFIC. PLACE A NON -COLLAPSING, NON -WATER HOLDING COVER OVER THE WASHOUT FACILITY PRIOR TO A SELF-CONTAINED STURDY CONTAINMENT SYSTEMS THAT ARE DELIVERED TO A SITE AND LOCATED AT PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF WATER AND POSSIBLE OVERFLOW OF THE SYSTEM STRATEGIC LOCATIONS FOR CONCRETE DISPOSAL (OPTIONAL). THESE SYSTEMS ARE MANUFACTURED TO RESIST DAMAGE FROM CONSTRUCTION EQUIPMENT AND PROTECT • • INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS. POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED LOCATIONS. AGAINST LEAKS OR SPILLS. aMANUFACTURER OR SUPPLIER PROVIDES THE CONTAINERS. THE PROJECT SITE MANAGER MAINTAINS THE • WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS OR ALTERNATIVE APPROACH PAD FOR CONCRETE SYSTEM OR THE SUPPLIER PROVIDES COMPLETE SERVICE THAT INCLUDES MAINTENANCE AND DISPOSAL UNITS ARE OFTEN AVAILABLE WITH OR WITHOUT RAMPS. UNITS WITH RAMPS LEND THEMSELVES TO WASHOUT SYSTEMS. ACCOMMODATE PUMP TRUCKS. MAINTENANCE 0MAINTAIN ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. • • INSPECT DAILY AND AFTER EACH STORM EVENT. INSPECT THE INTEGRITY OF THE OVERALL STRUCTURE INCLUDING, WHERE APPLICABLE, THE CONTAINMENT DESIGNED AND INSTALLED UNITS SYSTEM. THESE UNITS ARE DESIGNED AND INSTALLED ON SITE. THEY TEND TO BE LESS RELIABLE THAN PREFABRICATED • INSPECT THE SYSTEM FOR LEAKS, SPILLS, AND TRACKING OF SOIL BY EQUIPMENT. SYSTEMS ARE OFTEN PRONE TO FAILURE. CONCRETE WASHOUT SYSTEMS CAN BE CONSTRUCTED ABOVE OR BELOW • INSPECT THE POLYETHYLENE LINING FOR FAILURE, INCLUDING TEARS AND PUNCTURES. GRADE. IT IS NOT UNCOMMON TO HAVE A SYSTEM THAT IS PARTLY BELOW GRADE WITH AN ADDITIONAL • • ONCE CONCRETE WASTES HARDEN, REMOVE AND DISPOSE OF THE MATERIAL. EXCESS CONCRETE SHOULD BE REMOVED WHEN THE WASHOUT SYSTEM REACHES 50 PERCENT OF THE DESIGN CONTAINMENT STRUCTURE ABOVE GRADE. 0 WASHOUT SYSTEMS SHALL UTILIZE A PIT OR BERMED AREA DESIGNED AND MAINTAINED AT A CAPACITY TO CAPACITY. USE OF THE SYSTEM SHOULD BE DISCONTINUED UNTIL APPROPRIATE MEASURES CAN BE INITIATED CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. TO CLEAN THE STRUCTURE. PREFABRICATED SYSTEMS SHOULD ALSO UTILIZE THIS CRITERION, UNLESS THE 0 THE VOLUME OF THE SYSTEM MUST ALSO BE DESIGNED TO CONTAIN RUNOFF THAT DRAINS TO THE SYSTEM MANUFACTURER HAS ALTERNATE SPECIFICATIONS. AND RAINFALL THAT ENTERS THE SYSTEM FOR A TWO-YEAR FREQUENCY, 24-HOUR STORM EVENT. • UPON REMOVAL OF THE SOLIDS, INSPECT THE STRUCTURE. REPAIR THE STRUCTURE AS NEEDED OR BELOW GRADE SYSTEM • CONSTRUCT A NEW SYSTEM. DISPOSE OF ALL CONCRETE IN A LEGAL MANNER. REUSE THE MATERIAL ON SITE, RECYCLE OR HAUL THE 0 A WASHOUT SYSTEM INSTALLED BELOW GRADE SHOULD BE A MINIMUM OF TEN FEET WIDE BY TEN FEET LONG, MATERIAL TO AN APPROVED CONSTRUCTION/DEMOLITION LANDFILL SITE. RECYCLING OF MATERIAL IS BUT SIZED TO CONTAIN ALL LIQUID AND WASTE THAT IS EXPECTED TO BE GENERATED BETWEEN SCHEDULED CLEANOUT PERIODS. THE SIZE OF THE PIT MAY BE LIMITED BY THE SIZE OF THE POLYETHYLENE AVAILABLE. ENCOURAGED. THE WASTE MATERIAL CAN BE USED FOR MULTIPLE APPLICATIONS INCLUDING BUT NOT LIMITED TO ROADBEDS AND BUILDING. THE AVAILABILITY FOR RECYCLING SHOULD BE CHECKED LOCALLY. THE POLYETHYLENE LINING SHOULD BE ADEQUATE SIZE TO EXTEND OVER THE ENTIRE EXCAVATION. • THE PLASTIC LINER SHOULD BE REPLACED AFTER EVERY CLEANING; THE REMOVAL OF MATERIAL WILL USUALLY 0INCLUDE A MINIMUM 12 -INCH FREEBOARD TO REASONABLY ENSURE THAT THE STRUCTURE WILL NOT OVERTOP • DAMAGE THE LINING.DURING THE CONCRETE WASHOUT SYSTEM SHOULD BE REPAIRED OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY A RAIN EVENT. eUNE THE PIT WITH TEN MIL POLYETHYLENE LINING TO CONTROL SEEPAGE. THE BOTTOM OF EXCAVATED PIT SHOULD BE ABOVE THE SEASONAL HIGH WATER TABLE. FOR CONCRETE WASTE. • CONCRETE WASHOUT SYSTEMS ARE DESIGNED TO PROMOTE EVAPORATION. HOWEVER, IF THE LIQUIDS DO NO ABOVE GRADE SYSTEM EVAPORATE AND THE SYSTEM IS NEAR CAPACITY IT MAY BE NECESSARY TO VACUUM OR REMOVE THE LIQUIDS AND DISPOSE OF THEM IN AN ACCEPTABLE METHOD. DISPOSAL MAY BE ALLOWED AT THE LOCAL SANITARY 0A SYSTEM DESIGNED AND BUILT ABOVE GRADE SHOULD BE A MINIMUM OF TEN FEET WIDE BY TEN FEET LONG, SEWER AUTHORITY PROVIDED THEIR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMITS ALLOW BUT SIZED TO CONTAIN ALL LIQUID AND WASTE THAT IS EXPECTED TO BE GENERATED BETWEEN SCHEDULED CLEANOUT PERIODS. THE SIZE OF THE CONTAINMENT SYSTEM MAY BE LIMITED BY THE SIZE OF POLYETHYLENE FOR ACCEPTANCE OF THIS MATERIAL ANOTHER OPTION WOULD BE TO UTILIZE A SECONDARY CONTAINMENT AVAILABLE. THE POLYETHYLENE LINING SHOULD BE OF ADEQUATE SIZE TO EXTEND OVER THE BERM OR • SYSTEM OR BASIN FOR FUTURE DEWATERING. PREFABRICATED UNITS ARE OFTEN PUMPED AND THE COMPANY SUPPLYING THE UNIT PROVIDES THIS SERVICE. CONTAINMENT SYSTEM. THE SYSTEM DESIGN MAY UTILIZE AN EARTHEN BERM, STRAW BALES, SANDBAGS, OR OTHER ACCEPTABLE • INSPECT CONSTRUCTION ACTIVITIES ON A REGULAR BASIS TO ENSURE SUPPLIERS, CONTRACTORS, AND OTHERS ARE UTILIZING DESIGNATED WASHOUT AREAS. IF CONCRETE WASTE IS BEING DISPOSED OF IMPROPERLY, BARRIERS THAT WILL MAINTAIN ITS SHAPE AND INTEGRITY AND SUPPORT THE POLYETHYLENE LINING. IDENTIFY THE VIOLATORS AND TAKE APPROPRIATE ACTION. INCLUDE A MINIMUM FOUR -INCH FREEBOARD AS PART OF THE DESIGN. • WHEN CONCRETE WASHOUT SYSTEMS ARE NO LONGER REQUIRED, THE CONCRETE WASHOUT SYSTEMS SHALL BE WASHOUT PROCEDURES • CLOSED. DISPOSE OF ALL HARDENED CONCRETE AND OTHER MATERIALS USED TO CONSTRUCT THE SYSTEM. HOLES, DEPRESSIONS AND OTHER LAND DISTURBANCES ASSOCIATED WITH THE SYSTEM SHOULD BE 0DO NOT LEAVE EXCESS MUD IN THE CHUTES OR HOPPER AFTER THE POUR. EVERY EFFORT SHOULD BE MADE BACKFILLED, GRADED, AND STABILIZED. TO EMPTY THE CHUTES AND HOPPER AT THE POUR. THE LESS MATERIAL LEFT IN THE CHUTES AND HOPPER, THE QUICKER AND EASIER THE CLEANOUT. SMALL AMOUNTS OF EXCESS CONCRETE (NOT WASHOUT WATER) MAY BE DISPOSED OF IN AREAS THAT WALL NOT RESULT IN FLOW TO AN AREA THAT IS TO BE PROTECTED. SPECIFICATIONS SITE MANAGEMENT AT THE WASHOUT LOCATION, SCRAPE AS MUCH MATERIAL FROM THE CHUTES AS POSSIBLE BEFORE WASHING • COMPLETE CONSTRUCTION/INSTALLATION OF THE SYSTEM AND HAVE WASHOUT LOCATIONS OPERATIONAL PRIOR THEM. USE NON -WATER CLEANING METHODS TO MINIMIZE THE CHANCE FOR WASTE TO FLOW OFF SITE. AS MUCH MUD AS POSSIBLE WHEN WASHING OUT. • TO CONCRETE DELIVERY. TO DO NOT WASH OUT CONCRETE TRUCKS OR EQUIPMENT INTO STORM DRAINS, WETLANDS, STREAMS, RIVERS, STOP WASHING OUT IN AN AREA IF YOU OBSERVE WATER RUNNING OFF THE DESIGNATED AREA OR IF THE • CREEKS, DITCHES, OR STREETS. NEVER WASH OUT INTO A STORM SEWER DRAINAGE SYSTEM. THESE SYSTEMS, ARE TYPICALLY CONNECTED TO CONTAINMENT SYSTEM IS LEAKING OR OVERFLOWING AND INEFFECTIVE. DO NOT BACK FLUSH EQUIPMENT AT THE PROJECT SITE. BACK FLUSHING SHOULD BE RESTRICTED TO THE A NATURAL CONVEYANCE SYSTEM. PLANT AS IT GENERATES LARGE VOLUMES OF WASTE THAT MORE THAN LIKELY WILL EXCEED THE CAPACITY OF • WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS. MOST WASHOUT SYSTEMS. IF AN EMERGENCY ARISES, BACK FLUSH SHOULD ONLY BY PERFORMED WITH THE PERMISSION OF AN ON-SITE MANAGER FOR THE PROJECT. • IT IS RECOMMENDED THAT WASHOUT SYSTEMS BE RESTRICTED TO WASHING CONCRETE FROM MIXER AND PUMP TRUCKS AND NOT USED TO DISPOSE OF EXCESS CONCRETE OR RESIDUAL LOADS DUE TO THE POTENTIAL TO 0DO NOT USE ADDITIVES WITH WASH WATER. DO NOT USE SOLVENTS OR ACIDS THAT MAY BE USED AT THE EXCEED THE DESIGN CAPACITY OF THE WASHOUT SYSTEM. SMALL AMOUNTS OF EXCESS OR RESIDUAL TARGET PLANT. CONCRETE WASH OUT NOT TO SCALE (REV. 09/15) DRAIN PIPE WITH FLARED END SECTION AL TOP OF APRON LEVEL WITH RECEIVING CHANNEL SPECIFICATIONS CAPACITY • PEAK RUNOFF FROM A 10 -YEAR FREQUENCY, 24-HOUR STORM EVENT OR THE DESIGN DISCHARGE OF THE WATER CONVEYANCE STRUCTURE, WHICHEVER IS GREATER. MAXIMUM VELOCITY • TEN FEET PER SECOND. APRON • ALIGNED STRAIGHT WITH CHANNEL FLOW. IF A CURVE IS NECESSARY TO ALIGN THE APRON WITH THE RECEIVING STREAM, LOCATE THE CURVE IN THE UPSTREAM SECTION OF THE APRON. • THICKNESS •• 1.2 TIMES THE MAXIMUM STONE DIAMETER FOR A d0 STONE SIZE OF 15 INCHES OR LARGER. •• 1.5 TIMES THE MAXIMUM STONE DIAMETER FOR A d50STONE SIZE OF 15 INCHES OR LESS. TABLE 1. SIZING FOR FLOW DISSIPATERS AT CULVERT PIPE OUTLETS PIPE SIZE AVERAGE RIPRAP DIAMETER APRON WIDTH* APRON LENGTH** 8 IN. 6 IN. MIN. 2 TO 3 FT. 5 TO 7 FT. 12 IN. 6 IN. MIN. 3 TO 4 FT. 6 TO 12 FT. 18 IN. 6 IN. MIN. 4 TO 6 FT. 8 TO 18 FT. 24 IN. 6 IN. MIN. 6 TO 8 FT. 12 TO 22 FT. 30 IN. 6 IN. MIN. 8 TO 10 FT. 14 TO 28 FT. 36 IN. 6 IN. MIN. 10 TO 12 FT. 16 TO 32 FT. 48 IN. 6 IN. MIN. 12 TO 14 FT. 18 TO 36 FT. AW MATERIALS • •• RIPRAP •• HARD, ANGULAR, HIGHLY WEATHER RESISTANT. SPECIFIC GRAVITY OF AT LEAST 2.5. •• SIZE AND GRADATION THAT WILL WITHSTAND VELOCITIES OF STORM WATER DISCHARGE FLOW •• DESIGN. WELL -GRADED MIXTURE OF STONE WITH 50 PERCENT OF THE STONE PIECES, BY WEIGHT, LARGER THAN THE d5o SIZE AND THE DIAMETER OF THE LARGEST STONE EQUAL TO 1.5 TIMES THE d5o SIZE. • GEOTEXTILE FABRIC OR WELL -GRADED AGGREGATE (INDOT CA NO. 9, 11, OR 12). INSTALLATION 1. DIVERT SURFACE WATER RUNOFF AROUND THE STRUCTURE DURING CONSTRUCTION SO THAT THE SITE CAN BE PROPERLY DEWATERED FOR FOUNDATION PREPARATION. 2. EXCAVATE FOUNDATION AND APRON AREA SUBGRADES BELOW DESIGN ELEVATION TO ALLOW FOR THIS THICKNESS OF FILTER MEDIUM AND RIPRAP. 3. COMPACT ANY FILL USED IN SUBGRADE PREPARATION TO THE DENSITY OF SURROUNDING UNDISTURBED SOIL MATERIAL 4. SMOOTH SUBGRADE ENOUGH TO PROTECT GEOTEXTILE FABRIC FROM TEARING. 5. PLACE GEOTEX11LE FABRIC OR AGGREGATE BEDDING MATERIAL (FOR STABILIZATION AND FILTRATION) ON THE COMPACTED AND SMOOTHED FOUNDATION. 6. INSTALL RIPRAP TO THE LINES AND ELEVATIONS SHOWN IN THE CONSTRUCTION PLANS. BLEND RIPRAP SMOOTHLY TO SURROUNDING GRADE. IF THE CHANNEL IS WELL DEFINED, EXTEND THE APRON ACROSS THE CHANNEL BOTTOM AND UP THE CHANNEL BANKS TO AN ELEVATION OF SIX INCHES ABOVE THE MAXIMUM TAILWATER DEPTH OR THE TOP OF THE BANK, WHICHEVER IS LESS. 7. IF GEOTEXTILE FABRIC TEARS WHEN PLACING RIPRAP, REPAIR IMMEDIATELY BY LAYING AND STAPLING A PIECE OF FABRIC OVER DAMAGED AREA, OVERLAPPING THE UNDAMAGED AREAS BY AT LEAST 12 INCHES. 8. CONSTRUCT A SMALL PLUNGE POOL WITHIN THE OUTLET APRON. (RIPRAP APRONS MUST BE LEVEL WITH OR SLIGHTLY LOWER THAN THE RECEIVING CHANNEL AND SHOULD NOT PRODUCE AN OVERFALL OR RESTRICT FLOW OF THE WATER CONVEYANCE STRUCTURE.) •• INNSSPPEECCT�WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. • INSPECT FOR STONE DISPLACEMENT, REPLACE STONES ENSURING PLACEMENT AT FINISHED GRADE. • CHECK FOR EROSION OR SCOURING AROUND SIDES OF THE APRON; REPAIR IMMEDIATELY. • CHECK FOR PIPING OR UNDERCUTTING; REPAIR IMMEDIATELY. *APRON WIDTH AT THE NARROW END OF APRON (PIPE OR CHANNEL OUTLET). **SELECT LENGTH TAKING INTO CONSIDERATION THE LOW FLOW (NO PRESSURE HEAD) OR HIGH FLOW (PRESSURE HEAD) CONDITIONS OF THE CULVERT PIPE. RIPRAP OUTLET PROTECTION NOT TO SCALE (REV. 09/15) SEEDING SPECIFICATIONS SEEDBED PREPARATION • GRADE AND APPLY SOIL AMENDMENTS. SEEDING FREQUENCY • SEED FINAL GRADED AREAS DAILY WHILE SOIL IS STILL LOOSE AND MOIST. DENSITY OF VEGETATIVE COVER • NINETY PERCENT OR GREATER OVER THE SOIL SURFACE. MATERIALS • SOIL AMENDMENTS - SELECT MATERIALS AND RATES AS DETERMINED BY A SOIL TEST (CONTACT YOUR COUNTY SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND SOIL INFORMATION, INCLUDING AVAILABLE SOIL TESTING SERVICES) OR 400 TO 600 POUNDS OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. CONSIDER THE USE OF REDUCED PHOSPHOROUS APPLICATION WHERE SOIL TESTS INDICATE ADEQUATE PHOSPHOROUS LEVELS IN THE SOIL PROFILE. • SEED - SELECT APPROPRIATE PLANT SPECIES SEED OR SEED MIXTURES ON THE BASIS OF SOIL TYPE, SOIL pH, REGION OF THE STATE, TIME OF YEAR, AND INTENDED LAND USE OF THE AREA TO BE SEEDED (SEE TABLE 1). • MULCH - STRAW, HAY, WOOD FIBER, ETC. (TO PROTECT SEEDBED, RETAIN MOISTURE, AND ENCOURAGE PLANT GROWTH). ANCHORED TO PREVENT REMOVAL BY WIND OR WATER OR COVERED WITH PREMANUFACTURED EROSION CONTROL BLANKETS. SEEDING APPLICATIONS SITE PREPARATION 1. GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE. 2. ADD TOPSOIL TO ACHIEVE NEEDED DEPTH FOR ESTABLISHMENT OF VEGETATION. (COMPOST MATERIAL MAY BE ADDED TO IMPROVE SOIL MOISTURE HOLDING CAPACITY, SOIL FRIABILITY, AND NUTRIENT AVAILABILITY.) SEEDBED PREPARATION 1. TEST SOIL TO DETERMINE pH AND NUTRIENT LEVELS. 2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST AND WORK INTO THE UPPER TWO TO FOUR INCHES OF SOIL. IF TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. 3. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED. USE A DISK OR RAKE, OPERATED ACROSS THE SLOPE, TO WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL. SEEDING OPTIMUM SEEDING DATES ARE MARCH 1 TO MAY 10 AND AUGUST 10 TO SEPTEMBER 30. PERMANENT SEEDING DONE BETWEEN MAY 10 AND AUGUST 10 MAY NEED TO BE IRRIGATED. SEEDING OUTSIDE OR BEYOND OPTIMUM SEEDING DATES IS STILL POSSIBLE WITH THE UNDERSTANDING THAT RESEEDING OR OVERSEEDING MAY BE REQUIRED IF ADEQUATE SURFACE COVER IS NOT ACHIEVED. RESEEDING OR OVERSEEDING CAN BE EASILY ACCOMPLISHED IF THE SOIL SURFACE REMAINS WELL PROTECTED WITH MULCH. 1. SELECT A SEEDING MIXTURE AND RATE FROM TABLE 1. SELECT SEED MIXTURE BASED ON SITE CONDITIONS, SOIL pH, INTENDED LAND USE, AND EXPECTED LEVEL OF MAINTENANCE. 2. APPLY SEED UNIFORMLY WITH A DRILL OR CUL11PACKER SEEDER OR BY BROADCASTING. PLANT OR COVER THE SEED TO A DEPTH OF ONE-FOURTH TO ONE-HALF INCH. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED -TO -SOIL CONTACT BY FIRMING, THE SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. (IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE.) 3. MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH IN PLACE. CONSIDER USING EROSION CONTROL BLANKETS ON SLOPING AREAS AND CONVEYANCE CHANNELS. SEEDING MAINTENANCE • INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS UNTIL THE VEGETATION IS SUCCESSFULLY ESTABLISHED. • CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE VIGOROUS DARK GREEN OR BLUISH -GREEN SEEDLINGS WITH A UNIFORM VEGETATIVE COVER DENSITY OF 90 PERCENT OR MORE. • CHECK FOR EROSION OR MOVEMENT OF MULCH. • REPAIR DAMAGED, BARE, GULLIED, OR SPARSELY VEGETATED AREAS AND THEN FERTILIZE, RESEED, AND APPLY AND ANCHOR MULCH. • IF PLANT COVER IS SPARSE OR PATCHY, EVALUATE THE PLANT MATERIALS CHOSEN, SOIL FERTILITY, MOISTURE CONDITION, AND MULCH APPLICATION; REPAIR AFFECTED AREAS EITHER BY OVERSEEDING OR PREPARING A NEW SEEDBED AND RESEEDING. APPLY AND ANCHOR MULCH ON THE NEWLY SEEDED AREAS. • IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE SOIL pH OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) • IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST RECOMMENDATIONS. • ADD FERTILIZER THE FOLLOWING GROWING SEASON. FERTILIZE ACCORDING TO SOIL TEST RECOMMENDATIONS. • FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR COOL -SEASON GRASSES, APPLY ONE-HALF OF THE FERTILIZER IN LATE SPRING AND ONE-HALF IN EARLY FALL FOR WARM -SEASON GRASSES, APPLY ONE-THIRD IN EARLY SPRING, ONE-THIRD IN LATE SPRING, AND THE REMAINING ONE-THIRD IN MIDDLE SUMMER. PERMANENT SEEDING WITH MULCH NOT TO SCALE (REV. 09/15) TABLE 1. PERMANENT SEEDING RECOMMENDATIONS THIS TABLE PROVIDES SEVERAL SEED MIXTURE OPTIONS. ADDITIONAL SEED MIXTURES ARE AVAILABLE COMMERCIALLY. WHEN SELECTING A MIXTURE, CONSIDER INTENDED LAND USE AND SITE CONDITIONS, INCLUDING SOIL PROPERTIES (E.G., SOIL pH AND DRAINAGE), SLOPE ASPECT, AND THE TOLERANCE OF EACH SPECIES TO SHADE AND DROUGHT. OPEN LOW -MAINTENANCE AREAS (REMAINING IDLE MORE THAN SIX MONTHS) SEED MIXTURES RATE PER ACRE OPTIMUM SOIL pH 1. SMOOTH BROME GRASS PURE LIVE SEED 5.5 TO 7.0 1. PERENNIAL RYEGRASS 70 LBS. 5.6 TO 7.0 WHITE CLOVER* 2 LBS. 5.5 TO 7.5 2. PERENNIAL RYEGRASS 70 LBS. 5.6 TO 7.0 TALL FESCUE** 50 LBS. 5.5 TO 7.5 3. TALL FESCUE** 70 LBS. 5.5 TO 7.5 WHITE CLOVER* 2 LBS. MULCH. ANCHOR NETTING WITH STAPLES. EDGES STEEP BANKS AND CUTS, LOW -MAINTENANCE AREAS (NOT MOWED) SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL pH 1. SMOOTH BROME GRASS 35 LBS. 5.5 TO 7.0 RED CLOVER* 20 LBS. 5.6 TO 7.0 2. TALL FESCUE** 50 LBS. 5.5 TO 7.5 WHITE CLOVER* 2 LBS. APPLY WITH A HYDRAULIC MULCH 3. TALL FESCUE** 50 LBS. 5.5 TO 7.5 RED CLOVER* 20 LBS. 4. ORCHARD GRASS 30 LBS. MULCH. ANCHOR NETTING WITH STAPLES. EDGES RED CLOVER* 20 LBS. 5.6 TO 7.0 WHITE CLOVER* 2 LBS. 5.5 TO 7.5 5. CROWNVETCH* ---r30 12 LBS. 5.6 TO 7.0 TALL FESCUE** LBS. SITE SPECIFIC, SO MANUFACTURER'S LAWNS AND HIGH -MAINTENANCE AREAS SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL pH 1. BLUEGRASS 140 LBS. 5.5 TO 7.0 2. PERENNIAL RYEGRASS 60 LBS. 5.6 TO 7.0 TURF TYPE 90 LBS. CRIMPED OR ANCHORED SEE TABLE 2. 3. TALL FESCUE 170 LBS. APPLY WITH A HYDRAULIC MULCH (TURF TYPE) * 30 LBS. 5.6 TO 7.5 BLUEGRASS 4 LBS. SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL pH 1. PERENNIAL RYEGRASS 150 LBS. 5.5 TO 7.0 WHITE* 2 LBS. SPREAD BY HAND OR MACHINE. MUST BE 2. KENTUCKY BLUEGRASS 20 LBS. CRIMPED OR ANCHORED SEE TABLE 2. SMOOTH BROMEGRASS 10 LBS. APPLY WITH A HYDRAULIC MULCH SWITCHGRASS 3 LBS. 5.5 TO 7.5 TIMOTHY 4 LBS. PERENNIAL RYEGRASS 10 LBS. MULCH. ANCHOR NETTING WITH STAPLES. EDGES WHITE CLOVER** 2 LBS. NETTING (SYNTHETIC OR 3. TALL FESCUE* 150 LBS. 5.5 TO 7.5 WHITE CLOVER** 2 LBS. 4. TALL FESCUE** 150 LBS. SITE SPECIFIC, SO MANUFACTURER'S PERENNIAL RYEGRASS 20 LBS. 5.5 TO 7.5 KENTUCKY BLUEGRASS1 20 LBS. *FOR BEST RESULTS: (A) LEGUME SEED SHOULD BE INOCULATED; (B) SEEDING MIXTURES CONTAINING LEGUMES SHOULD PREFERABLY BE SPRING -SEEDED, ALTHOUGH THE GRASS MAY BE FALL -SEEDED AND THE LEGUME FROST -SEEDED - AND (C) IF LEGUMES ARE FALL -SEEDED, DO SO IN EARLY FALL. **TALL FESCUE PROVIDES LITTLE COVER FOR, AND MAY BE TOXIC TO SOME SPECIES OF WILDLIFE. THE INDIANA DEPARTMENT OF NATURAL RESOURCES RECOGNIZES THE NEED FOR ADDITIONAL RESEARCH ON ALTERNATIVES SUCH AS BUFFALOGRASS, ORCHARDGRASS, SMOOTH BROMEGRASS, AND SWITCHGRASS. THIS RESEARCH, IN CONJUNCTION WITH DEMONSTRATION AREAS, SHOULD FOCUS ON EROSION CONTROL CHARACTERISTICS, WILDLIFE TOXICITY, TURF DISABILITY, AND DROUGHT RESISTANCE. NOTES: 1. AN OAT OR WHEAT COMPANION OR NURSE CROP MAY BE USED WITH ANY OF THE ABOVE PERMANENT SEEDING MIXTURES, AT THE FOLLOWING RATES: A. SPRING OATS - ONE-FOURTH TO THREE-FOURTHS BUSHEL PER ACRE B. WHEAT - NO MORE THAN ONE-HALF BUSHEL PER ACRE 2. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED FLOW. MULCH SPECIFICATIONS MATERIALS TABLE 1. SLOPE STEEPNESS RESTRICTIONS MATERIAL* RATE PER ACRE COMMENTS CRIMP OR PUNCH THE STRAW OR HAY TWO FARM DISK (DULL, SERRATED, SHOULD BE DRY, FREE OF UNDESIRABLE SEEDS. STRAW OR HAY 2 TONS SPREAD BY HAND OR MACHINE. MUST BE OPERATE DOZER UP AND DOWN SLOPE TO TRACKS CRIMPED OR ANCHORED SEE TABLE 2. WOOD FIBER 1 TON APPLY WITH A HYDRAULIC MULCH OR CELLULOSE SYNTHETIC TACKIFIERS, MACHINE AND USE WITH TACKING AGENT. AMERICAN STRUCTUREPOINT INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.5580 ( FAX 317.543.0270 www.structurepoint.com 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 *MULCHING IS NOT RECOMMENDED IN CONCENTRATED FLOWS. CONSIDER EROSION CONTROL BLANKETS OR OTHER STABIUZA11ON METHODS. l0 COVERAGE • THE MULCH SHOULD HAVE A UNIFORM DENSITY OF AT LEAST 75 PERCENT OVER THE / SOIL SURFACE. ✓ ANCHORING TABLE 2. MULCH ANCHORING METHODS CERTIFIW97 ANCHORING METHOD* HOW TO APPLY MULCH ANCHORING TOOL OR CRIMP OR PUNCH THE STRAW OR HAY TWO FARM DISK (DULL, SERRATED, TO FOUR INCHES INTO THE SOIL. OPERATE AND BLADES SET STRAIGHT) MACHINERY ON THE CONTOUR OF THE SLOPE. CLEATING WITH DOZER OPERATE DOZER UP AND DOWN SLOPE TO TRACKS PREVENT FORMATION OF RILLS BY DOZER CLEATS APPLY ACCORDING TO WOOD HYDROMULCH FIBERS MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC TACKIFIERS, APPLY ACCORDING TO BINDERS, OR SOIL STABILIZERS MANUFACTURER'S RECOMMENDATIONS. INSTALL NETTING IMMEDIATELY AFTER APPLYING MULCH. ANCHOR NETTING WITH STAPLES. EDGES OF NETTING STRIPS SHOULD OVERLAP WITH NETTING (SYNTHETIC OR EACH UP-SLOPE STRIP OVERLAPPING FOUR TO BIODEGRADABLE MATERIAL) SIX INCHES OVER THE ADJACENT DOWN-SLOPE STRIP. BEST SUITED TO SLOPE APPLICATIONS. IN MOST INSTANCES, INSTALLATION DETAILS ARE SITE SPECIFIC, SO MANUFACTURER'S RECOMMENDATIONS SHOULD BE FOLLOWED. *ALL FORMS OF MULCH MUST BE ANCHORED TO PREVENT DISPLACEMENT BY WIND AND/OR WATER. MULCH APPLICATION 1. APPLY MULCH AT THE RECOMMENDED RATE SHOWN IN TABLE 1. 2. SPREAD THE MULCH MATERIAL UNIFORMLY BY HAND, HAYFORK, MULCH BLOWER, OR HYDRAULIC MULCH MACHINE. AFTER SPREADING, NO MORE THAN 25 PERCENT OF THE GROUND SHOULD BE VISIBLE. 3. ANCHOR STRAW OR HAY MULCH IMMEDIATELY AFTER APPLICATION. THE MULCH CAN BE ANCHORED USING ONE OF THE METHODS LISTED BELOW: a. CRIMP WITH A MULCH ANCHORING TOOL, A WEIGHTED FARM DISK WITH DULL SERRATED BLADES SET STRAIGHT, OR TRACK CLEATS OF A BULLDOZER, b. APPLY HYDRAULIC MULCH WITH SHORT CELLULOSE FIBERS, c. APPLY A LIQUID TACKIFIER, OR d. COVER WITH NETTING SECURED BY STAPLES. MULCH MAINTENANCE • INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. • CHECK FOR EROSION OR MOVEMENT OF MULCH; REPAIR DAMAGED AREAS, RESEED, APPLY NEW MULCH AND ANCHOR THE MULCH IN PLACE. • CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED. • IF EROSION IS SEVER OR RECURRING, USE EROSION CONTROL BLANKETS OR OTHER MORE SUBSTANTIAL STABILIZATION METHODS TO PROTECT THE AREA. .SCHRAGEI I ISSUANCEINDEX I DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS REVISION SCHEDULE NO. DESCRIPTION DATE 1 CITY COMMENTS 01/28/2016 /2\ TAC COMMENTS 04/13/2016 Project Number 2014.00194 EROSION CONTROL DETAILS C521 , 2014.00194. CE. C520-0522. ECD. d wq 0- 00 00 N O O N LO W H Q C) F- 0 O J d 2 IL 00 N 0 N w Q 0 0 J CL 4" PERFORATED UNDERDRAIN CUR A L' 20' TYP. A g0' 4" PERFORATED P.V.C. CAP END OF PIPE (TYPICAL) 4" PERFORATED P.V.C. UNDERDRAIN. SLOPE ® 0.5% MIN. PLAN VIEW - CURB INLET 4" PERFORATED P.V.C. UNDERDRAIN. SLOPE ® 0.5% MIN. INLET N 90' rA LA CAP OF PIPE (TYPICAL) PLAN VIEW PAVEMENT l,,1 l DETAIL NOT TO SCALE SECTION A -A TYPE "E" INLET _ NOT TCL SCALE 1/2" CEMENT MORTAR 4" MIN. MANHOLE STEPS AT 16" MAX. ON CENTER. (SEE DETAIL) PRECAST MANHOLE SECTI ON GROUT SLOPE SIGN DETAIL NOT TO SCALE SEE PLANS OR STRUCTURE DATA TABLE FOR TYPE OF CASTING -1NISH GRADE CONCRETE GRADE RINGS (ASTM -C-478, 7- 4000 PSI) UTILIZED TO RAISE TO FINISH GRADE, MAX. ALLOWABLE HEIGHT OF RISE RING IS 12". PRECAST ECCENTRIC CONE CONCENTRIC CONE OR PRECAST COVER. — — — BARREL SECTION -48" DIA. ASTM C-478 CLASS A REINFORCED CONC. PIPE 4000 PSI 4" MIN. CEMENT 12 GROUT 5"--Ff %K�P+ .�..PIPE THICKNESS N + /20+2 0 3" MIN. y,r o� _ COVER " 4 BARS ® 6" O.C. 6 OF #2 OR #8 STONE 90TH WAYS 6 (FOR PRECAST BOTTOM ONLY) MANHOLE TYPE IN ( STORM SEWER i NOT TO SCALE CROWN CAP W/ CONC. 1" ABOVE TOP OF PIPE 6"0 STD. S1 GALVANIZE FILLED W/ 1 2'-0" 0 x 4' 2'-0" x 4'-C SLOPE CON & FINISH W NOTE: CONTRACTOR SHALL PROVIDE PIPE BOLLARDS AT 6'-0" O.C. ( maximum spacing ) AT ALL GAS METERS, ELECTRICAL TRANSFORMERS, ELECTRICAL SWITCH GEAR, MECHANICAL UNITS AND OTHER SUCH DEVICES WHICH ARE EXPOSED TO TRUCK OR AUTOMOBILE TRAFFIC. CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO ( 2 ) BOLLARDS AT EACH DRIVE 6" STD, STEEL PIPE BOLLARD NOT TO SCALE RED BACKGROUI (REFLECTING) WHITE LETTERS (REFLECTING) 3'-9" TO PROTECT BUILDING 2-#3 RE -BAR 6'-8" LONG OR FENCE 7'-0" 9" 2'-0" EDGE OF PAVEMENT -� in II u PROVIDE #5 REBARS V-6" LONG IN 5/8"0 CAST HOLES PRECAST CONCRETE PARKING BARRIER NOT TO SCALE WHITE BORDER (REFLECTING) *ALL STOP SIGNS SHALL BE IN NOTE: ACCORDANCE WITH THE LATEST R1-1 MOUNTING HEIGHT - 7' ABOVE GRADE. VERSION OF THE INDIANA MUTCD. * REDUCE SPACING 40% SIGN PLAN BIKE 18 PO 6C 3 7�4 MIN 3'-6- '-6"2'-10 %8 18 8C 4 2'- 101/2 33/4 30 2 1/4 2'- 6" 2 1/4 121/2 EXPWY. USE TYPE 7 7/6 12 2-#5 REINF. BARS 3'-0" LONG 6 CASTING SPECIAL 48 11/416 16CI 8 120 - J - 2" N ftL2" 0° O af > 6" m X a C)f a _ > 6" I PO I>o oo SECTION A -A TYPE "E" INLET _ NOT TCL SCALE 1/2" CEMENT MORTAR 4" MIN. MANHOLE STEPS AT 16" MAX. ON CENTER. (SEE DETAIL) PRECAST MANHOLE SECTI ON GROUT SLOPE SIGN DETAIL NOT TO SCALE SEE PLANS OR STRUCTURE DATA TABLE FOR TYPE OF CASTING -1NISH GRADE CONCRETE GRADE RINGS (ASTM -C-478, 7- 4000 PSI) UTILIZED TO RAISE TO FINISH GRADE, MAX. ALLOWABLE HEIGHT OF RISE RING IS 12". PRECAST ECCENTRIC CONE CONCENTRIC CONE OR PRECAST COVER. — — — BARREL SECTION -48" DIA. ASTM C-478 CLASS A REINFORCED CONC. PIPE 4000 PSI 4" MIN. CEMENT 12 GROUT 5"--Ff %K�P+ .�..PIPE THICKNESS N + /20+2 0 3" MIN. y,r o� _ COVER " 4 BARS ® 6" O.C. 6 OF #2 OR #8 STONE 90TH WAYS 6 (FOR PRECAST BOTTOM ONLY) MANHOLE TYPE IN ( STORM SEWER i NOT TO SCALE CROWN CAP W/ CONC. 1" ABOVE TOP OF PIPE 6"0 STD. S1 GALVANIZE FILLED W/ 1 2'-0" 0 x 4' 2'-0" x 4'-C SLOPE CON & FINISH W NOTE: CONTRACTOR SHALL PROVIDE PIPE BOLLARDS AT 6'-0" O.C. ( maximum spacing ) AT ALL GAS METERS, ELECTRICAL TRANSFORMERS, ELECTRICAL SWITCH GEAR, MECHANICAL UNITS AND OTHER SUCH DEVICES WHICH ARE EXPOSED TO TRUCK OR AUTOMOBILE TRAFFIC. CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO ( 2 ) BOLLARDS AT EACH DRIVE 6" STD, STEEL PIPE BOLLARD NOT TO SCALE RED BACKGROUI (REFLECTING) WHITE LETTERS (REFLECTING) 3'-9" TO PROTECT BUILDING 2-#3 RE -BAR 6'-8" LONG OR FENCE 7'-0" 9" 2'-0" EDGE OF PAVEMENT -� in II u PROVIDE #5 REBARS V-6" LONG IN 5/8"0 CAST HOLES PRECAST CONCRETE PARKING BARRIER NOT TO SCALE WHITE BORDER (REFLECTING) *ALL STOP SIGNS SHALL BE IN NOTE: ACCORDANCE WITH THE LATEST R1-1 MOUNTING HEIGHT - 7' ABOVE GRADE. VERSION OF THE INDIANA MUTCD. * REDUCE SPACING 40% SIGN DIMENSIONS INCHES A I B I C D E F BIKE 18 1 % 16 6C 3 7�4 MIN 24 %8 18 8C 4 10 STD. 30 %4 110 10C 5 121/2 EXPWY. 36 7/6 12 12CI 6 1 15 SPECIAL 48 11/416 16CI 8 120 COLORS LEGEND - WHITE ( REFLECTIVE ) BACKGROUND - RED ( REFLECTIVE ) STOP SIGN DETAIL NOT TO SCALE TACK COAT in HMS SURFACE 9.5mm in HMA INTERMEDIATE 19.Omm N CURRENT INDOT M NO.53 STONE SPECIFICATIONS in NO.2 STONE -----6" COMPACTED & WELL HEAVY DUTY ASPHALT COMIPACTEDBGRTO 95% MAX. PAVEMENT SECTION DRY DENSITY PER ASTM D1557 NOT TO SCALE TACK COAT HMA SURFACE 9.5mm cV HMA INTERMEDIATE 19.Omm c,4 NO. 53 STONE CURRENT INDOT SPECIFICATIONS NO. 2 STONE -----6" COMPACTED & WELL DRAINED SUBGRADE COMPACTED TO 95% LIGHT DUTY ASPHALT MAX. RY DENSITY PER ASTM PAVEMENT SECTION NOT TO SCALE T&OLED CONTROL JOINT APPLY ANTI-SPALLING /i WIDE, MIN. '/4 DEPTH 4 CONC. SLAB W/ COMPOUND 6 BROOM FINISH " r 1 1" RADIUS -TOOLED 6x6 W1.4xW1.4xW.W.F. I ROUND EDGE • •�' 4 (O 0 o ae8 0 �. PAVEMENT o O O o O 0 oO o (b .� •. =1 I I=1 I I=1 I I=1 I I I I I=� �• �. I, 1 1 1 1 1 1=III=I I I=I I IE: 1., . GRANULAR FILL ;I , 6" _ #�44 REBAR (CONT.) TOP & BOTTOM COMBINED CURB & WALK DETAIL NOT TO SCALE e IESERVED GREEN -ILLUMINATING TAPE (LETTERS) PARKING AS NEEDED 12' 2 Ib. STEEL SIGN POST (PAINTED) BLUE -ILLUMINATING TAPE ((ZYMBOL BLOCK) z 1 WHITE - ILLUMINATING * TAPE (BACKGROUND) K PROVIDE 1" SLOPE AT N TOP OF FOOTING It- NOT FNOT IN CONCRETE WALK — GREEN - ILLUMINATING ' •. 'll II . TAPE (ARROW) •� I I I GREEN - ILLUMINATING •. •II II. TAPE (BORDER) 12"0x3'-6" CONCRETE RECESS BELLOW CONCRETE WALKI 4G �I I ' •.• ••� �'• I II I li * " VAN ACCESSIBLE " TO BE NOTED _� •. IIIZ SPACES DESIGNATED FOR THAT USE. :I I III—III—III—III I I 12" ADA ACCESSIBLE PARKING SIGN DETAIL NOT TO SCALE TOOLED JOINT 1/2- JOINT SEALER . TOOL BOTH SIDES APPLIED JT. SEALER OF EXP. JT. 1/2" PREFORMED EXP. MAT. 4---/ F4 ---------------------- EXP. JT. MAT. TO BOTTOM EXPANSION JOINT DETAIL NOT TO SCALE -O" 1 15'-4" ----------------- :4.- T ----- ,• • �, '•'. .'a• ' i •a. �: ,; • •:.° • •SCREEN WALL ! ,. .: a ...•a.."•... ■ ... (SEE °.. •' A A �.r4`; ARCHITECTURAL f , . .• +.. PLANS). w 4. 4. ;j a •. °; :; .• :'1 .• .a.:. • +, •'•• •, r . �•. •`° °', �.:"'.• w' �.�'° •S.; •' a ( AMERICAN • I STRUCTUREPOINT ° �•'.'. '.i' 7260 Shadeland Station I Indianapolis, Indiana 46256 L -----------------J TEL 317.547.55801 FAX 317.543.0270 www.structurepoint.com 15-0" 15'40" REACTION PAD -6" CONC. DUMPSTER PAD -4" CONC. BIT. PVM'T. c0 N c� 2-#6x9'-8" ® 4"o. c. 6x6-6/6 WWF 6" COMPACTED INDOT SECTION A—A #8 STONE BASE COMP. AGGR. BASE TRASH PAD DETAIL NOT TO SCALE PAINT BLUE PAINT WHIT ADA PARKING SPACE MARKINGS NOT TO SCALE 8" X 8" WOOD POST SLOPE CON & FINISH W WOOD POST DETAIL NOT TO SCALE 11939 BUILDING 4" WIDE 11939 N. MERIDIAN ST. BLUE STRIPING CARMEL, IN 46033 CERTIF Y: N. SCHRAGE ISSUANCEINDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS REVISION SCHEDULE NO. DESCRIPTION DATE 1 CITY COMMENTS 01/28/2016 /2\ TAC COMMENTS 04/13/2016 Project Number 2014.00194 SITE DETAILS C600 2014.00194.CE.C600—C602.SD.dwg Ut A TCD M SEWER NOT LESS THAN 10' EDGE TO EDGE • in DISTANCE DEFINED - BY D.O.T. REQUIREMENT 6" 6" A = ____ A MIN. 6" TOPSOIL I N TO ENSURE GRASS vwi o GROWTH IF NOT WATER UNDER PAVEMENT C p I w ~ < ---- 18" MIN. 3 EDGE OF PAVEMENT, CURB SANITARY/STORM SEWER a GUTTER OR SIMILAR STRUCTURE PLAN IN THE PUBLIC RIGHT-OF-WAY ` Y 10' MIN. 10' MIN. MIN. 12" WATER .:: .. WATER 2'-0" :• IF WITHIN 5' OF EDGE OF � �.IF NOT WITHIN 5' OF EDGE OF SANITARY STORM �; Y PAVEMENT: USE " " SEWER I ESS THAN 18" PAVEMENT, USE "B" BORROW OR . COMPACTED TO 909' STANDARD 2" z " EQUIV. GRANULAR MATERIAL Bc !':''::; a7 2' PIPE , 3 PIPE :.i:.: N COMPACTED TO 95% STANDARD PROCTOR DENSITY TO 1 6 OF PROCTOR DENSITY FOR ENTIRE PIPE DIAMETER AND REGULAR FLOW TRENCH BACKFILL 1/6 Bc BACKFILL TO TOP OF TRENCH WATERTIGHT SDR 26 PIPE WITH COMPRESSION TYPE JOINTS SANITARY/STORM SEWER DEPTH BEDDING FLEXIBLE COUPLING OR ADAPTOR 6" 6" 6 NOTE: MATE AOL BELOW PIPE LEGEND NOTES: 6" OF #2 OR #8 STONE ALL INITIAL BACKFILL SHALL D d (MIN) Bc= OUTSIDE DIAMETER BE INSTALLED IN 6" TO 12" 1. WHEN LATERAL SEPARATION IS 10' OR 4. CONTRACTOR SHALL VERIFY THAT D= INSIDE DIAMETER BALANCED LIFTS. 27" & SMALLER 3 GREATER NO VERTICAL CLEARANCE IS MORE STRINGENT SEPARATION SECTION A -A d= DEPTH OF BEDDING A MINIMUM 9" OF CLEARANCE " " NEEDED REQUIREMENTS DO NOT EXIST WITH 4, THE JURISDICTIONAL WATER UTILITY. MATERIAL BELOW PIPE SHALL BE PROVIDED ON EACH 30 TO 60 2. ALL CROSSINGS AND SEPARATIONS IF THEY DO EXIST, CONTRACTOR ** 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET SIDE OF THE INSTALLED PIPE. L66" & LARGER 6 TO BE 327 IAC, ARTICLES 3 & 8 SHALL FOLLOW THE MORE STRINGENT AGGREGATE TO BE PLACED AROUND INLET END OF PIPE REQUIREMENTS. 3. WHEN HORIZONTAL SEPARATION IS *** 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE REINFORCED CONCRETE PIPE (RCP) LESS THAN 10' OR VERTICAL OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED. BEDDING DETAIL SEPARATION IS LESS THAN 18", SANITARY PIPE MUST BE WATERTIGHT TYPE "J" INLET NOT TO SCALE SDR 26 WITH COMPRESSION TYPE JOINTS. NOT TO SCALE MIN. CROSSOVER & SEPARATION REQUIREMENTS FOR WATER & SANITARY%STORM SEWERS NOT TO SCALE 2'-0' O *** 2" PIPE346"w 6" 3" PIPE Qo io PIPE N " . 2 . 0 6" OF #2 OR #8 STONE 6" SECTION A -A ** 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET AGGREGATE TO BE PLACED AROUND INLET END OF PIPE *** 3'MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED. TYPE "M" INLET NOT TO SCALE NOTES: DROP PIPE MAY BE USED WITH MANHOLE'S TYPE H THRU N AND SHALL BE REFERRED TO AS DROP MANHOLE TYPE H THRU N. 1/2 -CEMENT MORTAR 1/2" CEMENT MMORTAR x o a ---- — > o00 CONCRETE "0" RINGS 24 DIA. z z w - M in 4'-0" D IA. �n ° a o it Oo o > � REDUCER CAP (MIN) A* MANHOLE 24" DIA. TYPE "G" "F" MAXIMUM PIPE SIZE RT. ANGLE TO MAINLINE MAXIMUM PIPE SIZE FOR MAINLINE H 24"to36" 5" 30" 36" J 24"to36" 60" 33" 36" K 36"x48" 72" 36" 48" L 48"x54" 96" 48" 54" M 54"x72" 102" 66" 72" N 72"x84" 108" 72" 84" NOTES: DROP PIPE MAY BE USED WITH MANHOLE'S TYPE H THRU N AND SHALL BE REFERRED TO AS DROP MANHOLE TYPE H THRU N. 1/2 -CEMENT MORTAR 1/2" CEMENT MMORTAR x o a ---- — > o00 CONCRETE "0" RINGS 24 DIA. z z w - M in 4'-0" D IA. �n ° a o it Oo o > � REDUCER CAP \W XV a V 3500 PSI CONCRETE PERSPECTIVE VIEW -EARTH CUT AWAY CRADLE SHALL BEAR ON UNDISTURBED EARTH BOTTOM OF TRENCH NOTE: TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.) AND ALL OTHER PIPES IS 18" OR LESS, PER ENGINEER'S DIRECTION, OR WHERE NOTED ON THE CONSTRUCTION PLANS. A MINIMUM CLEAR DISTANCE OF 3" MUST BE PROVIDED TO MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. CONCRETE MUST NOT COME INTO CONTACT WITH FORCE MAIN. AT LEAST 3" OF SAND MUST BE PLACED AS A CUSHION AROUND THE FORCE MAIN. IF THE CONFLICT IS BETWEEN A WATER MAIN AND ANY SANITARY SEWER PIPING, 18" CLEARANCE MUST BE MAINTAINED OR NOTE ABOVE APPLIES AND ONLY GRANULAR FILL MAYBE USED. CONCRETE CRADLE DETAIL NOT TO SCALE Y _ << S4 op'. RIP -RAP TO BE PLACED FILL SCEN OPE C CALLED FOR ON PLON SIDE SLOPE ANS 0 011 N �v QIQ� w PIPE I CONCRETE CULVERT I END SECTION \ Y • PLAN VIEW _J6"COMPUTED LENGTH OF CULVERT PAY LENGTH OF CULVERT END SECTION LENGTH (D) GROOVED END ON OUTLET END TONGUE END ON INLET END SLOPE DETAIL 12" C. TO C. D MAX. SPACING HOOK C B= D -C DIA. BOLT • • CV o Tz a 1 1/2'R 1 1/2'R CLASS "A CONCRETE _..Z, GROOVE (OR TONGUE) TO 3" . E + 2T BE THE SAME AS ON SECTION Y -Y STANDARD REINFORCED SECTION A—A CONCRETE PIPE ASTM 6. N CONCRETE PIPE TOE ANCHOR DESIGNATED C76 CLASS "A" CONCRETE A LONGITUDINAL SECTION CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C-76 as set out in standard specifications. ) REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, A.S.T.M. DESIGNATION C-76 FOR THE SIZE OF CONNECTING PIPE. ( as set out in standard specifications. ) REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION. THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 10'-0" IN LENGTH. DIA. (MIN) A* C* 24" DIA. E* K w o WEIGHHT 12" 2" 5" 4'-3" 6'-2" 2'-0" 1.3 101/8' 9" •� 15" 21/4" 7" 4'-0" , 2'-6" 1.5 121 2" 11" '• i 21 2" 11" 4'-1" 6'-2" 3'-0" 1.8 151/2' 12" m Q O 23/4' 11" • 6'-3" 3'-6" 2.1 161/8' 13" 1500 24" 3" 4'- 0" DIA. to 6'-3" o: j -"J o 16 3/16" 1 14" 1800 27" w N 13" 2'-5" 6'-3" 4'-6" 2.6 183/16' Jul 2100 • 3 1/2" 14" 1'-10" PRECAST CONC. 5'-0" 2.9 Z 1'-4" SPACING F wF = _OR �� . • 33" 3 3/4" 15" 3'-6" 8'-3" 5-6" 3.1 233/4' 17 1/2" 4100 36" 4" MANHOLE 3'-1" 8'-3" M.H. STEPS _z 24 3/16" 20" 4200 * TOLERANCE f1" • N XX Z • V -4" ,M "F" D IA. ow • io MATE FINISHED HSSTEPSR Z z X Q • CLASS "A" CON RETE Co OSP io o� -N v (n. • eG • ww z � Y 0 N UJw C,4 `1 N # TONf< io co :: 2 OR 8 STOP 6" 5'-0" DIA. 6" 6 CONCRE E" 6., TYPE "H" TYPE "J,K,L,M,N" \W XV a V 3500 PSI CONCRETE PERSPECTIVE VIEW -EARTH CUT AWAY CRADLE SHALL BEAR ON UNDISTURBED EARTH BOTTOM OF TRENCH NOTE: TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.) AND ALL OTHER PIPES IS 18" OR LESS, PER ENGINEER'S DIRECTION, OR WHERE NOTED ON THE CONSTRUCTION PLANS. A MINIMUM CLEAR DISTANCE OF 3" MUST BE PROVIDED TO MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. CONCRETE MUST NOT COME INTO CONTACT WITH FORCE MAIN. AT LEAST 3" OF SAND MUST BE PLACED AS A CUSHION AROUND THE FORCE MAIN. IF THE CONFLICT IS BETWEEN A WATER MAIN AND ANY SANITARY SEWER PIPING, 18" CLEARANCE MUST BE MAINTAINED OR NOTE ABOVE APPLIES AND ONLY GRANULAR FILL MAYBE USED. CONCRETE CRADLE DETAIL NOT TO SCALE Y _ << S4 op'. RIP -RAP TO BE PLACED FILL SCEN OPE C CALLED FOR ON PLON SIDE SLOPE ANS 0 011 N �v QIQ� w PIPE I CONCRETE CULVERT I END SECTION \ Y • PLAN VIEW _J6"COMPUTED LENGTH OF CULVERT PAY LENGTH OF CULVERT END SECTION LENGTH (D) GROOVED END ON OUTLET END TONGUE END ON INLET END SLOPE DETAIL 12" C. TO C. D MAX. SPACING HOOK C B= D -C DIA. BOLT • • CV o Tz a 1 1/2'R 1 1/2'R CLASS "A CONCRETE _..Z, GROOVE (OR TONGUE) TO 3" . E + 2T BE THE SAME AS ON SECTION Y -Y STANDARD REINFORCED SECTION A—A CONCRETE PIPE ASTM 6. N CONCRETE PIPE TOE ANCHOR DESIGNATED C76 CLASS "A" CONCRETE A LONGITUDINAL SECTION CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C-76 as set out in standard specifications. ) REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, A.S.T.M. DESIGNATION C-76 FOR THE SIZE OF CONNECTING PIPE. ( as set out in standard specifications. ) REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION. THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 10'-0" IN LENGTH. DIA. (MIN) A* C* D* E* K R1 R2 WEIGHHT 12" 2" 5" 4'-3" 6'-2" 2'-0" 1.3 101/8' 9" 800 15" 21/4" 7" 4'-0" 6'-3" 2'-6" 1.5 121 2" 11" 1100 18" 21 2" 11" 4'-1" 6'-2" 3'-0" 1.8 151/2' 12" 1300 21" 23/4' 11" 3'-6" 6'-3" 3'-6" 2.1 161/8' 13" 1500 24" 3" 12" 2'-8" 6'-3" 4'-0" 2.3 16 3/16" 1 14" 1800 27" 3 1/4" 13" 2'-5" 6'-3" 4'-6" 2.6 183/16' 14 1/2" 2100 30" 3 1/2" 14" 1'-10" 6'-3" 5'-0" 2.9 18 1/2" 15" 2400 33" 3 3/4" 15" 3'-6" 8'-3" 5-6" 3.1 233/4' 17 1/2" 4100 36" 4" 17" 3'-1" 8'-3" 6'-0" 3.4 24 3/16" 20" 4200 * TOLERANCE f1" VARIATIONS IN DIMENSIONS - THE THICKNESS OR THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C-76. WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A "PIPE END SECTION" COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER. EXCEPT IN AREAS OF ACID OR MINE WATER, THEN THE USE OF METAL END SECTION IS PROHIBITED. CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. ---- -- - - ---- — - ---- - NOT TO SCALE wti AMERICAN STRUCTUREPOINT INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.5580 1 FAX 317.543.0270 www.structurepoint.com 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 CERTIF Y: N. SCHRAGE ISSUANCEINDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS REVISION SCHEDULE NO. DESCRIPTION DATE 1 CITY COMMENTS 01/28/2016 /2\ TAC COMMENTS 04/13/2016 Project Number 2014.00194 SITE DETAILS C601 201 4-001 9 4. CF. C600-0609-SD-dwo C - - II MIN_ Si OPE SH.ALI_ B7 THAT SLOPE NECESSARY TO it;ON'JEY DESIGN STORM AND KECF WATER IN EASEMENT - EXISTING CRADE-------� 3 C ' --. tI `.. F -t _�t E 3 (MAX)PROPOSE, . ,MAx\ ',, GRACE It '1 ___________________ - 1 NOTE: I 4 _.+. '`2- i ,t UNDERCUT SWA E BY D_2- • INSTALL FILER FABRIC �o TO ALLOW FOR FUIJRE SILTNG C`-' CN PEE.ME'Ek OF TEENER AND 6VERLAF " -- PIPE SHALL CONFORM TO SPEC REQUIREMENTS _ t--� -4 AT SUSGRADL I LVEL CF SECTION 907 OF STANDARD SPECIFICATION -- :..11- , a ` , ,_ I � � pa WASHED Acr.RECA7EJ i 1 L"P L'z , - -"`-` NOTE. NOTE L ` TRETiGN SCHEDULE )- i -r - � � til) Ml3 %� TEC WALL PER RCD1 OF THF STORM WATERWATERATER r TECHNICAL-S?.ANDARDS MANUAL n d 1 r �7 // rr r� r l i ! I i t KPI 5W4�- /A,� '�cJJ ,1,A,� %V/' ,iMJ,d ��OPE-)� - ._: TRENCH DETAIL FOR SEILER AND W MAINS ,_ �- � e-• - _, NC SCALE 1ass:iarmef Utkt/eS TRENCH DETAIL & mba.Carmel UCllltie5 LIMITS OF STA STANDARD DETAILS TRENCH SCHEDULE STANDARD DETAILS SPECIAL BACKFILL I \ 6.33%+5%=,3.33%>„% NOTES: ` 2 - -- � GENERAL 16'-2.,41 8.33% O Tnaee dimensions aro based on a 6 in. curb a 0 4" - 0 9" Provide level strlu N �2'-0 -5 %ma>amum heght They shall be proportionally adjusted T _.. -- Dl.. _ NOTES : a _ _. -_ 8: See Standard Draw TI E 6O4-02 g 6" gerxa c d,ttereme Provide curb as required. O for other curb hagMa. � _ aex� „ff p ay N 1 4; for groove detail. u ' 1 AMERICAN CU- ..._ .. _ I 1 4" 3" TOP SOIL- .. , / •'. ns site y precludes construction �/ 10 rite width shown, such width me be { { strip. 3 dneboaomroomotMewmram shall be �I' Ya"a-a CHANGE OF O ads p S Oars seem 2 2 2 - _ -- ? 4' w ` ; L for details of Ute detectable warn ng. 1 - N 6 �1m'\ Ti See _ l 4 ,a;SeeltematrtlwngE6ion. R-02 + ,Gym aStanda curb tong STRUCTUREPOINT INC. \ I`yY c a .. _ tJ 0) - N -1 `1 � COMPACTED BACKFILL ' �g shoe m�veme stn q P and gul0er line. TRUNCATED DOMES USED D'3"M IN DETECTABLE WARNINGS d ` ', 3 h sl Sefor 6 B 10 see Standard Drawing E BO4 SWCR-0, E SD4-. B :.-- a 1 �� -02 tNotes _+n � ,�t_y '�I I Bollards shall be placed around access . a x ,.. .: BITUMINOUS PAVEMENT 4 Landing areae a<the top of curb temps shell O Neve maamum Gpss °bp y DETAIL OF RAMP GROOVES 1°'. Generaland ,2., respeaivraynd � ----'--- - - - - _ VeOv'ivinoeL" v _-__ - sea Standard Draw"g tlirection. When site inTeasibility precludes - Eso4SWCR-0z i riser(s)in non -traffic areas to prevent a landing slope of 50:1inanydirenyon,the for typical romp conshuetion detail. � 8- 7260 Shadeland Station I Indianapolis, Indiana 46256 inadvertent loading by maintenance Phone (888) 344-9044 1 VehlCleS. wVVVV. ashieldinc.tom 9 -- -- 0 Z C7 ;;a FTI ^ ` J T �l •, cLAss "A" 6" CONCRETE MIN MUM sloped SO :1. perpendicular to the cure race shell not r Brushed sarM mixture axpaedso:,. DeteLlauewamngalamanre f / LaaxseBmgmamr SIDEWALK I Comets base O Ifuteirdeasibiliryprodudws atructionro _-5 12-_=�f O Imagralcurb a - -_-- th the land) be - ► D s'- 6 0 0 to 0 4-0 0 to TEL 317.547.5580 FAX 317.543.0270 www.structurepoint.com [over r-rT s�hwm, wdM maY RAM PAVEMENT nmum ecu nmg P __ _ _- �eSt° Sidewalk �. _ ^ - - fidewalk 1 _ ;, 1 2 Srnl '. '_ _-'-_- - - Sal _ _ _ _ - :. Concrete ams Uz•) �r (7 DC7 STRAIGHT CONCRETE CURB elope of fits curb ramp may be steepened to _ ---� - --�._ to - � m um maximum m. 98- E a max of ,ro a edma 6 d W.,prefprmed;aimfill�r - '�. = , , . _ ' 01 trz Con - - _ W th RAMP AND BRICK SURFACE CONSTRUCTION DETAIL e. Drainnecurbrempnletss ould heprevent locatedat to prevent puddbs ffi Ula path Ga elBadfil Gravel Backfill �- Place small amount of of t -I. SECTION B -B : concrete m support and .. - : lave) manhole flame. DO - - -"" O Slope 12: 1 O - - -' - --- - - - -- - allow manhole (ams NOT Manhole Frame 8c Cover Metall tar upon HDPE riser. 5,._ Areas Only ]� O NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES 7. See standard Drawing E 8045VJCR-,2 for ASI spa. cis - improved -9 an narow sidewalks. p ��- PAVEMENT S. A ebral cl ere -in redebstwsentheoese ISI 9 fD INDIANA DEPARTMINT NT OF TRANSPORTATION 4'-0 Sb 121 4 -. Pa z-0 _ '�i 'g' `B l�.Ava �E nae Tin:"ai x-�•. H } „--� A [{ For Non -Traffic NTS CONTRACTION JOINTS SHALL BE TILED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2' at curb ramp and Me gulterahall be lYnXedabee - -- i ---- SIDEWALK CURB RAMPS Men 11%. If re not practical, a 2-O wide 1 ConsbuRbn curb GENERAL J `C SIDEWALK CURB RAMP !;i-si"I,��''- Pavement TYPE A - level of be rovide level p all provided. See detail sketch. � p separated ram ,� {-f _.. - �'� ". ' �. , 43y Vl . . - - _ •.. - , - . -. - - - .:- - •_ '- DAMPEN SUBGRADE BEFORE PLACING CONCRETE SEPT EMBER 2go5ETAILS .. ram is ' STANDARD DRAWING NO.E 60a-SVMCR-02 9. Minimum recommended width of curb D 4-0. 17.1 _ STANDARD DRAW GMNo. E260"MR-03 ,.. �- 'n• pretom,ed joint eller CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM 75p ' '- T iy ( D � NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM WRB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE Asx 7-0 9' a�� r• SECTION A -A o SHALL CONFORM TO CITYS CONCRETE CURB POLICY IN ALL RESPECTS ALTERNATE CURB CONSTRUCTION'" re Utility strip width: Type G - 2'-0 min. , N-0 min, for Type G, Varies --' Type H-0 6'-0 min. for Type H I ► A NOTES: I Slope 50:1 max. t 3 MINIMUM * Pavement ,ter -''�'D __ ---.TS G ' 1h" preformed� 6' See Standard Drawing E 604-SWCR-02 '�o1fil I� PATH WIDTH N - / g , �a `I' I - - - �`g�°�`f1s 11939 BUILDING c -•---- See Standard Drawing E 604-SWCR-02 `0jaw SECTION 8=8 A :"_ �' a _7 '> w for details of the detectable warning Sidewalk n9 W i surface sod dj •y^ y�� _. y�� Sri dewal s - L ' --- 1 -1 -� ! 8. See Standard Drawing E 1304-SWCR-02 - for alternate curb �_ :, i fir y3 ilk % )` lS�/Voce �� a, b / B Ubldy sVip N 9. See Standard Drawing E604SVVCR-02 LLJ 2 i12 Ti // i S i 6pT '�' r - Na g sod .. lMlily strip B 9 for typical Z - - -'- - - - - - i _ 6l f i� -_ ,� �" bQ _ ®y -_ - j'� j ,�.� CCN �� "�, 6s°S 1 ramp construction detail. g sod a fib. �� 10, See Standard Drawing E 604-SWCR-01 ---I Z (n / A 10 ` / - and -02 for Location Plan and '. W O _ _ ----- _ _ _ - B ---�- Fi -' c-- 1-{71 r y3 8 -- /6Ai %._oR i L General Notes res cove 12:1 121 DB IY __-_-___--- _-- .4_T� 60 / __ sod A Z Li - - - - - - - - - - - - - - - - �__ 1 7 \r �' 6i,'� . S,'DeWq _ 6' p etre h preformed -~ . h Q w J o I RED HYDRANT elf m a 4 _ -K ICU , tz J, Ra RAMP 7 preformed joint filler joint filer O Z Z -71,P -- 6'O mr 6'-0 Varies-- F H . _ 0. --- - 0 ��;.8. 4, 6'-0 - 11939 MERIDIAN N. M ST. TRACE WIRE LOOP GRASS OR PAVEMENT-� (SEE UTILITY PLAN) D PRASUBGRADE COMPACTED IN ACCORDANCE -REDO PATH SECTION 207.02 OF STANDARD INDDT SPECS. v r O --_ r --p sod Sidewalk L - _ -x,_ 3= S,DEwALK B ,I Pavement) 2 1 �- - 1 � " CARMEL, IN 46033 z BI TUMINOUS RECREA RONAL PA TH 5 SMP __J'YPEG � SECTION A -A SECTION B_ -B NOT MORE THAN 3" O NO SCALE �\I PAVEMENT ALI2O � i3Od/S1D. HMA BITUMINOUS SURFACE 9.5 mm ON _NOTES : INDnNA lt1' r+f Nl �1 oR!an;N 7d Sidewalk across approach shall be SIDEWALK CURB'S RAMP'S 6;r See Standard Drawing E 604-SWCR-02 sloped at 50:1 maximum transversely. TYPE G AND TYPE H 4'-0 Slope 12:1 _ r '�'- --1: ?-?''-�' B,. SIDEWALK CURB RAMPS 5 7 TYPE C -- -- -- ---- --- �T�r � -_ I, ; , I I-II I ..�I I I I T -r TTF - L- 3' - 330tW/SYD. HMA BITUMINOUS INTERMEDIATE 19.0 mm ON O3 5' COMPACTED AGGREGATE S STONE ON for groove details. SEPTESTANDARD DRAWINGBER 2005 E 604-SWCR-00 11. See Standard DrawingE 604-SWCR-02 for 7_ : See Standard Drawings E 604-SWCR-02 typical ramp construction detail. for details of the detectable warning surface. a u' 12. See Standard Drawing E 604-SWCR-01 and -02 g ! '- '' µ'Vi --`='- 3 � SEPTEMBER zoos 'sr. 4 --*� _-741 . WWY °+,++xa `"z'�T ' s -->;w., .X�-- a?ANDxao DRAWG G. E 60o-swcaos "k• profomted joint fiber p �4 � p� - ®COMPACTED SUBGRADE 8) See Standard Drawing E 604-SWCR-02 for Location Plan and General Notes respectively. e SECTION A -A ➢ �3 * WIDTH OF RECREATIONAL ASPHALT PATH AS DESIGNATED BY CARMEL ALTERNATIVE TRANSPOR11ON PLAN for alternate curb construction. 13; Vertical face curb optional. -w...w - a zg PLASTIC SHEET OR : RISER GEOTEXTILE FABRIC BT DANCHING OF BROX II, ®P NVALVE ' FROM PRIVATE MAIN 1 II1, PER SECTION 8.09 OF SUBDIVISION CONTROL ORDINANCE e , bo O 0 0p�0 8 NOTE:.� n o o I Opo q' p o o �p w w = p JOINTS SHALL BE CUT WITH A JOINTER HAVING A FILLED z w o _ ''�� 5\aWy. \\\ \S T CLEAN WASHED STONE OP o o T r o Oo 0 0 A V a r� w ? ''' m RADIUS OF 1/4' AND WITH DONT FILLER. w t1 rn w F ---- _ _.. --- -._.. PF S H 1If E I 1 rE f' .: T gl E �. T"�-' 100"' i 0•' ��V �O� , (� SWIVEL TEE REQUIRED Ooo09 0 O ' O8 a Z N w Lu a o Ooh .R oo O (� o ~ o ; N z WIDTH IF ORF ALK s -o" MAXIMUM DISTANCE OR IND of WALK z w o = :.. ' (!.0 O D THAN 6-0" BE LESS BETWEEN illo l �0om 121 rT _ i� .. 1 I 48' BETWEEN EXPANSION JOINTS (MAX) I e S 00 i _ I I .:. ';.:'.. .'..: ... ° NOTE: � f- _ _ .-- _ �. T . .< /4NAl. < i .: ... :. ... " ALL HYDRANTS MUST BE > x RESTRAINED TO THE HYDRANT 2 D a I ' 1 ~ l �,: F r E t __- ---_- - 7 Sidewalk leas- than 6'-0widM �I Curb Curb ramp _ sidewalk 6D 4'-0 6-D ;;' sidewalk �� ,'�� Ilttt"`` 6 AUXILIARY VALVE TEE, WITH THE BRANCH CD - - - f _ - _ required skge W 1 max 2-0 nBi Slope 17., -� T Slope I-- ��.. 3lPavement C E RTI F Y: SC H RAG E PIPING OF DUCTILE IRON r- -° ' _,' - __ ' -,>a -,- = A> _= ' THRUST BLOCK REQUIRED SET HYDRANT ON ENCASED IN POLY WRAP. PREPARED SUBGRADE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF STANDARD MDOT SPECS. n A ac nr �,: A>v , _ _ _: >, . ' ON 10" AND LARGER MAINS. CONCRETE BLOCK. O j `Pf Fl. r .,,,i�2 Jvs,_ n LS ,� A 6'(O ''0, i l SECTION A -A SECTION= ISSUANCE INDEX T O CONCRETE v�it 7P+E a& i r of J,A r7 ITIS d 'nu TF NOTES; rf-..;:, s- ;.: r•cerr..narc cA�IDEWALK �, �� F_,� E.._:ti� See Standard Drawing E604-SWCR-02 gj Curb optional. Shell be used when SIDEWALK CURB RAMP DATE: HYDRANT SETTING DETAIL NOTES. --- ---- -- . - - -I - for groove details . necessary based on field conditions. TYPE K 2 3 NOT TO SCALE BROOM FINISH AND EDGED � _ : ? ' I\, F : i•' T I ' `:� � �. ^a - j SEPTE DRAWING O, 2605 �,7-:' See Standard Drawing E604-SWCR-02 10. See Standard Drawing E 604-SWCR-02 STANDARD DRAW NG NO. E BOO-fiWCR-10 for details of detectable warnings surface. n9 for typical ramp construction detail. 12/22/2015 J o � D y Z CLASS 'A' CONCRETE :`�' ^ I ', I I __- _ _ _-__ _ _ - _- - - 8' See Standard Drawing E604-SWCR-02 1 See Standard Dr 604 CR 01 1. Drawing E SW _ RW I o s' DEPTH OF CONCRETE TO BE USED ACROSS DRIVES _ a= . ,° s. , for altenam curb construction. and -02 for Location Plan and General Notes respectively. PROJECT PHASE: j IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM 4' GZ7 CONSTRUCTION DOCUMENTS 3 Y Tp T R r_ly !_)t,/ilt �U �„ % .il✓„ry �r6wFhC 3 4 Diagram I: Bicycle Rack 'lvoe, NQ SCALE 3 REVISION SCHEDULE FINISH GRADE MULTI USE PATH POLYETHYLENE IDENTIFICATION TAPE-,{ 6" MINIMUl, ZH TC.PSoL OR #53 S-°"'= PAVEME," SECTION vARIEs�' NO. DESCRIPTION DATE 1 CITY COMMENTS 01/28/2016 1-0./�X� DIRECTLY OVER CONDUIT (SEE NOTE 2) / ./ �" �L1MI` OF SUBGRADE ''VA� TAC COMMENTS 04/13/2016 I 36" I I I 2 i A A 4--�$a I I NwMUM CCVER SHALL FINAL i � 4E PER NC'E 3 BACKFILL t,� i Bc +10"jMIN. CE's nD EARTH OR SIDEWALK SURFACE CONCRETE CURB OR CURB h GUTTER r PAVEMENT / �` �/� �•' i ;r I bland S� 'I OUTSIDE DIAMETER � '.NS DE DIAMEiPR u 8 O O DEPTH OF BEDDING J 9eAim B-B,x tiepfmA-A Oc p / 9 MATEPIAL BE_ OW °I`F N 1N Dia,!ran, Ili ParkingLocation and Desien. M 4' f OPEN CONDUIT #10 COPPER WIRE (SEE NOTE 3) 4" A INTERDICT *- I ._.. :-P'1 Bf ,DIN. LAUNCHING (lc/6)ly MAT -- .AL BF -OW _.- _.. PE BEDDING 0 MIN C UNDERDRNN TRENCH TO BE ASPHALT OR AGGREGATE FLUSH WITH BACK OF CURB PER TYPICAL SECTION 24" PIPE ELEVATED TO ( / b0" &SMALLER ` I M ALLOW WATERQUALITY'�� STORM TO PASS �- Nor:s sr 6" LARGER 1 BE�CIN„ N LAUNCHING OR a. -L R,.P INSTALLATIONS SHALL BE f8 STONE MECTNG THE MATERIAL REQUIREMENTS OF THE NCO-_ BFDJING SNAIL 3E r hCrD N THF TRFNC' BOTTOM SLC- -HAT AFTFP TIT FIFE IS NSTAF FD TO CRADE ANG b INSTALL FILTER FABRIC ON l PERIMETER OF TRENCH AND N ' THROUGH AQUA -SWIRL ' CONDUIT/INTERDUCT DETAIL LINE, TaFRF REMAINS A 4 M'NIMCM DEPTH OF MATERIAL BELOW THE PPF BARRFI AND I MNIV'JM OF 3" BLOW THE BELT F0� PIPE SIZE; 66" AID ARGEF., THE MINIMUM EP F MAT RILL BELOW THE ar-E PAREL .ALL BE 6" BEDDING SHALL POSSIBLE, 'HA OVERLAP AT SUBGRADE LEVEL z NO SCALE BE ? ACD TO BE INFORM AS BUT -L SIE LOOSELY PLACED NCOMPA710 dATTRIAL UNDER THE v.DD_E FHP „ r IE PIF' PF'. rR 0 PLACEMENT OF -1, PIPE if THE UNDER! YIN'G OILS 'F TTE 7 BOTTOM ARE SBFT 6R ro DOUBLE WALL PIPE, HANCOR WASHED AGGREGATE .NCH 01 YEL NG F1.= SOIL SHALL 9E 1NCEFCu TO SCCA : EPTH THA_ WHEN REPAIRED M:II y2 -TONE T WL PPODt,CE A Hi -Q, TYPE 4 PIPE OR EQUIVALENT 3" z PER SECTION 401.01 OF THE NOTES: UNIFORV HND STABLE FOUNDATION L N THE ENTIRE L NCTT CF TH PIPE FACNCHINC AND INITAIL PACFFI L SHALL BE N�PACTEC IN B' UAXIMJM I.FTS T NOT THAN 90% STANDARD -I eCTOR D TY "R TH; FNTIR )PTH CF Rif IN MI STORM WATER TECHNICAL STANDARDS _FSS ,,i MATERAL PLACED. THE BACKFILL SHALI BE BROUGHT JP EVENLY CN HCTH SDE., F THE PIPE FOR THE JL, LENvT� GF 'MIN � 1) 4" a INTERDUCT CONDUIT SHALL BE PVC SCHEDULE 40. THE INTERIOR OF EACH INTERDUCT �HE PIP HALNCHINU HAI I. KrTND f0 THF SPRN LINE OF ME PIPE. MINIMUM !RENCH WIDTH S-1AI1. BE THF OU'9Df i SHALL BE SPECIFICALLY DELINEATED WITH 4 CONTRASTING COLORS © Q DIAMET_P '.F THE PIPE P il.- 13". ,NAL BA;,KFILL FORA R.,P INSTAI _ATIONS WHER '_' IS 5' OR LESS SHALL BE 9 -BOER W FOR STRJCTU E BACK'ILL Project Number AA 201 4.00194 C 2) THE POLYETHYLENE IDENTIFICATION TAPE SHALL BE METAWC D HAVE A MINIMUM THICKNESS MEETING T -IE MATERIAL REQUIREMENTS OF THE 'N OT AND SHALL BE COMPACTED N €" MAXIMUM LIFTS TO NOT LSU 24" RCP PIPE TO OF 4 MILS. THE TAPE SHALL READ 'CAUTION BURIED FIBER OPTIC". TAPE SHALL BE PLACED THAN 95% STANDARD PRJCTJR DENSITY FOR THE ENTIRE DEPTH OF TIE MATERIAL PLACED T -E BACKFILL COR THE T p F =ADC SUBSURFACE DRAIN = POND INV. = 849.95 1 7r g -7r DIRECTLY OVER PIPE D 18" BELOW FINAL GRADE. 3 10 GAUGE INSULATED SOLID COPPER LOCATING WIRE SHALL RUN THE LENGTH OF THE CONDUIT AND ) IFfFND RPM TYPE 2 (BLUE) PER INDOT STANDARD DWG E 606-MKRU-11 6" THE EXCAVATION DELD14 PIE LIMIT CF S E SHALL BE ,#53 STONE MEETINGIPE MATERIAL REQJIREMFNTS Of THE NOT 4'ND SPALL BE COMPA TED TO J T LESS -HAP 95% -ANC C P-OCTOR DFNSI" FINAI BACK CP A! RCF NSTAH ATION WHERE L GREATER THAN 5 SHAW RE [FAN Fl MATFFIA REE OF Rr KS LAIzc:ER THAN 6" '.N DIAMAI R, FROZEN JMPS C: 5^l, WOOD r' OTHER Ek1RANE0LS NO SCALE SITE DETAILS - SHALL BE ATTACHED DIRECTLY TO THE OUTSIDE OF THE OPEN CONDUIT EVERY 10 FEET. THE LOCATING FIRE HYDRANT MATERIAL (. M 4C'.E N 12" MAXIMI;M LIFTS TO NOT LESS `HAN 10% S7ANLA'2D PROCTOR O n'SITY FOR THE ENTIRE J 18" HDPE PIPE TO _ C a SHALL DMD INTO THE HANDHOLES WITH A MINIMUM OF 5' OF WIRE THE HANDHOLE .CR IH THE AQUA SWIRL INV. 849.13 FOR EACH DIRECTIONWIRE D SPUCED WITHIN THE ANDHOLE FOR LOCATING PURPOSES.LED H NOTES: IN°? LLA,! A SvND SANI7.AR" A ONC4F STORM f.'A'INS WATERMAINS, SANFARI MAINS WATLR SERVICE LA -ERA -S, F IATERA.S LNfiFR CIT -,77-S, RF AR rI ESS OF THE LURIS TON CF THE TY MiNIL!UM NOTES: - _, ll 4) HANDHOLES SHALL BE PLACED AT LOCATIONS DESIGNATED BY THE CITY ENGINEER, BUT NO GREATER THAN 400 FEET APART, Q FOR PAVED UNDIVIDED ROAD SURFACES PLACEMENT SHALL BE IN THE CENTER OF THE STREET. SFR41CF ,I _, COVER FROM -HPE TOP OF '-1E INSTALLED PAVFMEN- TO THE TOP OF T11 INSTALLFG PHp' S,AIJ. BE THE I AECATE k,ATERIAI 98 PAVEMEN SECTCN 7iICKYESS ;A_L °ITUMI�NOUS AD MDG. °.E ThE LIMIT CF SI:DCR.4DE) PLOS 1'-0°. PIPE SHALL CONFORM TO SPEC REQUIREMENT$ OF SECTION 718 OF STANDARD SPECIFICATION 5) DEVELOPER SHALL SUBMIT STROP DRAWINGS OF INDERDUCT AND HANDROLES FOR REVIEW OO FOR DINGED MULII-LANE ROAD SURFACES PLACEMENT SHALL BE IN CENTER DIVIDER LANE CLOSEST TO HYDRANT IF THE TVNDARD PRA F E Or THE UTT ITY THA. - ,AIRISCICTI N ,^,>.ER 'H NSTAL ATION HAS A MORE 3 r > - LTJ AND APPROVAL LOCATION' FOR CUL-DE-SAC APPLICATIONS PLACEMENT SHALL BE AT THE BEGINNING OF THE WL -DE -SAC CIRCLE IN THE CENTER STRINGENT 'OVER REDUIREM N-, TIE MORE STRiNL,ENT RECUIREMEN SHALL 0 P.N. 4. IF EXISTIN SCBGRADE HAS B EN LME STABL,ZD. 7ACKFI_L NTH. B BORRCV, -0 BOTTOM OF EXISTING SUEGRADE INSTALLATION REWIRED: BOTH SIDES OF PAVEMENT > DIVERSION STORM STRUCTURE #5 6) f8 STONE SHALL BE UTILIZED AS BACKFILL FOR ANY CONDUIT PLACED UNDER PAVEMENT CROSSINGS. c Q AND FILI O THE LIMIT OF EXI,TNC SUBGRADE NTH IME STABALZEO SOIL AND WHERE REQUESTED BY THE CITY ENGINEER NOT TO SCALE l_ ^.. - OF THE STREET. Qb FOR INTERSECTION APPLICATIONS PLACEMENT SHALL BE CENTER SURFACE DIVIDER CLOSEST TO HYDRANT LOCATION IN EITHER TRAVEL DIRECTION. S. THESE STANUA RDS SHALL APDL' FOR STORM SEWERS INST4L'_ED WITHIN EXISTING AND PROPL LD CITY RI/N AND FC* ORM EWERS THAT HALL BE MAINTAINED BY THE 0M. REGARDLESS OF S ORM SEWER JUFISDICTION. 6 Al_ S.d PIPE WITHIN kl. TUG OR PROPOSED .,ITY R rW SHAtA BF. REINFORCE) LCNCRET. PIPE REGARD, ESS OF URiSD' TO`N OVER STORM Pr Fi. '' +.T. C602 TY OF CARMEL STANDARDS STANDARD DRAWING CITY OF CARMEL STANDARDS STANDARD DRAWING Tv CF �,�I �I R i , ST�r��,a�� CITY OF CARMEL STANDARDS STANDARD DRAWING _ DRA'1�IP,G CONDUIT/INTERDUCT DETAIL 10-44 FIRE HYDRANT MARKER PLACEMENT 10-398 FRE'01IDETAIL FJR CITY cTO�M SIAERS , SUBSURFACE DRAIN 10-9 a. 2014.00194. CE. C600- C6 02. SD. d wg a m N to v o co N � Lo N NOTE: h SEPARATION BETWEEN WYE FITTING: A OPPOSITE SIDE LATERALS 1) 1' NNiRN am TO BELL TRACER WRE J 2) BELL TO SPIGOT MAY BE ADJACENT -- 1' (TYPICAL ALL PROPERTY, PoOIT-0F-WAY I ._ _ -_ _ _ LATERALS) OR EASEI�NT LINE \I FOR SEPARATION SEE NOTE I ONEPIECE IEE -WYE } , �,R I -_ - RIGHT -4 -WAY, PROPERTY ------ - - OR EASEMENT LINE / V STIR 35 PPE: .: `1- TRUER NNE MAN SEWER UNE t * BEDDING TO BE PLACED ON UNDISTURBED I I EARTH. COMPACTION OF IB STOLE IS CRRM,AL UNDER Nit JOINTS AND FlTTIX& IF PROPER COMPACTION CANNOT BE ACHIEVED, I THEN Puff A MIrIN O 6° OF 3500 PSI, NOTE: 28 DAY COMPRESSIVE STRENGTH CONCRETE ALL FITTINGS SHALL BE SDR 26. PLAN VIEW AROUND THE PIPE TO BEAR ON STARE 000000 (,, FNmEEN1 PANTED GREEN Y X 4° WITH ROD OR T POSE (DEIECTAOE BY META. OEIECIOR, 3 1hBM ORADE) 0" TO LATERAL TO A MAIN OF tr OF 008 STONE OVER BE SHOWN ON MARKER THE CONCRETE CAPPED WYE SHALL BE - (TYPICAL ALL LATERALS) RAID PRIOR TO BAL101LNG 12'j ,RN,M-OF-WAY 225' OR 45,l,FINISHED GRADE IIS"' IN EASEMENT UNE TRACER MIE (TYPICAL ALL UIERNS) - -� 5' MINIMUM - 8' MAXIMUM 225' OR 15' AL UTEitAtS I (MAL) !. -_ ANGLE MUST BE ANDBETWEEN CAP FOR �\ , \ ! ANGLE MUST BE BETWEEN FUTURE CONNECTION ! 15' AND W. (IYRCAL ALL LATERALS) MOM 4° CONCRETE CAP REQARED, NOT TO EXCEED BYOD FRST PPE 6^ MND FALL- 1/8' PER FOOT MAY NEED TO BE DEEPER FOR JOINT OF YflE IF A 001E 5 20' DEEP, (TIPICAL ALL UIERALS) LONG BUILDING LATERALS OR THEN CONCRETE CAP IS REQXRED AT FIWSIED GRADES SLOPING AWAY THE ENGINEERS DISCRETION MN" FROM SEWER. CONCRETE STRENGTH OF 3500 PSI. 28 DAY COMPAESSITYE SIRENIH. NOT REQUIRED FOR DUCHIF IRON TEE. SECTION �\\\\vlunwnwufm� gei��"�4� NBMW SiALLOTE: \D'kca Otic�sTERF ;MORE THAN 20' DEEP LESS THAN 20' DEEP NO. = NOTE: DEPTH OF SERVICE LATERAL SHALL BE MEASURED FROM 19300219 - FINISHED GRADE TO THE TOP OF MAN SEWER LINE, -U PPE REQIREWIDITS PER DEPTH ARE AS FOLLOWS: � STATE OF 41� � 3'-79' - SDR -3520'-25' -SDR-28 %y F DIA G� 26' OR GREATER- SDR -25.5 ' moo'' SERVICE LATERAL DETAIL �peP Ngyaj CLAY TOWNSHIP REGIONAL WASTE DISTRICT ' :" •CTRWD• g� SERVICE LATERAL DETAIL Schneider NORMAL AND DEEP CONNECTION 9EG:OIUI WV nate 12/06/06 tyle T:\6K\6366\001\DWGS\DETAHS\DI-DTIS.DW TYPICAL SANITARY SEWER SPECIFICATIONS TO BE ITSED FOR PRIVATE, SENVER DEVELOPMENT WIT HIN CLAY TOWNSHIP REGIONAL WASTE DIS'T'RICT REVISED 3/1/2007 1. Standard specifications of Clay Township Regional Waste District (the District) and Department of Transportation (INDOT) ~hall apply for all work and materials. Sanitary sewer pipe shall be installed in accordance with Section 715 ofthe current INDOT standard specifications handbook. 2. Sanitary sewer gravity pipe, unless pressure rated pipe required per IAC or directional drilled pipe, shall be Polyvinyl Chloride (PVC) in accordance with ASTM D3034-89 with a minimum wall thickness designation of SDR 35 and installed per ASTM D2321-89 specification. PVC pipe used shall be grooved bell; spigot end, and gasketed. The pipe shall be made of PVC plastic having a cell classification of 12454B. 3. PVC sanitary- sewer gravity fittings shall also conform to the requirements of the ASTM D3034-89 specification. All fittings shall be molded in one piece with standard pipe bells, gasketed elastomeric joints, and spigot ends. Single piece molded PVC with standard pipe bells, gaskets, and spigot ends for back-to-back tee wyes are acceptable. Wall thickness of all fittings shall have a minimum designation of SDR 26. Gaskets for elastomeric joints shall be molded with a minimum cross-sectional area of 0.20 square inches and contbrin to ASTM F477 specification. 4. All sanitary manholes shall be precast concrete manholes in accordance with ASTM 0478 and Section 720 of the current INDOT standard specifications handbook. O -rings shall confonn to C443. Double row of Kent Seal or equivalent shall also be applied to all joints and between riser rings and castings. Manhole step spacing shall be no more than 16 -inches. Manholes shall be air tested for leakage in accordance with ASTM C 1244-02, Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (V acuuin) 'fast. A. Installation and operation of vacuum equipment and indicating devices must be in accordance with manufacturers' recommendations and performance specifications which have been provided by the manufacturer and accepted by the District Engineer. The vacuum: equipment must be capable of testing the entire inanhole, including the casting and riser rings. B. With the vacuum tester set in place: I • Connect the vacuum pump to the outlet port with the valve open. 2. Draw a vacuum of ten (10) inches of Hg. (5 psi) and close the valve. C. Accepted standards for leakage will be established from the elapsed time for a. negative pressure change from ten (10) inches to nine (9) inches of mercury. The maximum allowable leakage rate for a four (4) foot diameter manhole must be in accordance with the following: TABLE 1 'MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psi DROP FOR SIZE AND LENGTH OF PIPE INDICATED (testing pressure after stabilization no less than 4.0 psi and no more than 8.0 psi) CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. AI houses, buildings, etc- shall conned 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 Cade (IC 13-2652). Ony one building may connect to the sewer main par lateral unless otherwise approved by the District. 2. No foundation, Sump, Downspouts mother storm water drains shall be interconnected to Districts sanitary sewer as addressed through our IR Ordnance 12.08 08 and VI Policy found on our website at www.ctrwd.org. 3. The existing sewer line from the building to the septic tank may only be used if R is located under a building addition patio. porch or paved driveway, Air test is required to show I acceptable for re -use. The property owner shall bear the cost ofall testing. The District inspector must be onsite for the duration ofthe air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the Distnct can make an inspection to determne compliance with the Disticts sewer use ordnance. Lateral stubs shall remain capped until an inspector Is on site Final connection shall only be matte under direct supervision of a CTRWD inspector. Such notification shal be mid. 24 hours prior to the need for the inspection. If the inspection ails and a second inspection is required, or contractor is not on site for scheduled inspection. or fails to cancel inspection, an additional fee of $100.00 will be due. This must be paid prim to the time of the follow up inspection. 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordnance provides in part that upon connection to a public sewer. a septic tank '.-shall be abandoned (pumped clean) and filled completely with earthen material or stone in a safe and sanitary manner.' Please contact the appropriate County Board of Heath for further information and to nary the department ofthe abandonment. 6 Acceptable Pipe Materials PVC PIPE: SDR 35 or SDR 26. ASTM D3034. SIX INCH PIPE PVC PRESSURE RATED PIPE. SDR 21, ASTM D2241. SIX INCH PIPE RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL): Yelomine SRD 21. ASTM D2241. SIX INCH PIPE (use only per approval ofthe Distinct Engineer) GASKETED JOINTS: ASTM D3212 GASKETS: ASTM F477 FITTINGS. SDR 26 or better (NO femco s allowed) DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS PRIVATE GRINDER PUMPSACCEPTABLE PIPE MATERIAL: IF CONNECTING INTO A LOW PRESSURE FORCE MAIN- - CTRWD must be conceded for explanation ofallowable pumps and pump requirements -1.25' HDPE DR11 IPS (TYR) connections areta be made with Compression Fittings (Polypropylene or Grass). Mechanical Fittings a Electrofusion ALL PUMP CONNECTIONS -Pumps located more than 3' perpendicular to or run longitudinally along the building for more than 3' shall have a deanout installed and the pipe shall be transitioned to 6' SDR 35 pipe for connection into the pump station. CLEAN OUTS ARE TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND FOR GRAVITY LATERALS NO MORE THAN 100 FEET APART (please we Clean Out Details Type 2 and Type 3 for multiple cleanout installation requirements). CLEAN OUT CAP REQUIREMENTS: 6 P/C Threaded Caps 7. Bedding: Use Number 8 crusthed stone a Number 8 fractured face aggregate Number 8 stone backfill material is to be placed from 6 inches below to 12 inches above the pipe The trench should be a minimus of 18 inches wide (six inches on both sides of the pipe) 8. Laterals shall be installed no closer than 20 feel Ran water wells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D2241. Any proposed installation reduking pressure pipe shall be reviewed and accepted by the District and the Districts engineer a to installation. 9. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 10. Laterals shall terminate within 3 feet ofthe building unless the conditions in item #3 above are met No duel oice shal be installed outside three feel of bu Idncl foundation walls. 11 Additional information on District standards and specifications may be obtained from the Districts office during business hours of 8-.00a.m. to 4.30 p.m. Monday through Friday. All District standards can be located on our web sine at htpJAw .ctrwd.org. Clay Township Regional Waste Distnd 10701 Nath College Suite A Indianapolis. Indiana 46280 Phone 844-9200 Fax: 844-9203 12. Septic effluent shell not be pumped out into the sanitary sewer system. 13. The District shall Inspect ALL laterals. Please call the District office at 844.9200 24 hours prior to time of inspecton 14. Contractors shall lav 14 tlauce-sdltl wire the entire length of the lateral. Woe is to be placed on top ofthe lateral. The Daund inspects istobe acedmt . wit verity placement ofthe wire. Alter inspection, bedding pit op 15. Al exteriors structures and piping are subject to be tested and/ortelevised upon the Dstricts discretion. Examples of structures that maybe included are manholes, grit interceptors. pump pits, grease interceptors, etc. Testing requirements are to vent' that all structures are watertight that at they conamh to the Distncts Ill Policy. 16. Call before you digl IUPPS Indiana 811. 48 hours prior to rigging. Later al-rev.03.2609rh TRENCH BOX OR OTHER IOSHA ACCEPTABLE TRENCH SAFETY SYSTEM 1/2 D + 12' FOR PVC PIPE 1/2 D + 6' FOR DI 1/2 0 SEE FIRST LAYER BEDDING TABLE BELOW 12 STONE AS REQUIRED BY ENGINEER FOR UNSTABLE SOIL CONDITIONS - DEPTH TO STABLE GROUND PER ENGINEER AT TOP OF EXCAVATION 1RQ4pi WIDTH SHALL NOT EXCEED BOX .SAN' BACKFILL MATERIAL FREE OF ROCKS, WIDTH BY MORE TNAN 1.0 FOOT \ ETC. LARGER THAN 6' OR OTHER EXTRANEOUS MATERL (COMPACT TO PREVENT SETTLEMENT) FIRST LAYER BEDDING TABLE PIPE SIZE A PIPB E SUE 6' TO 15' le 3 OVER BEDDING BELOW THE UP TO 18 3 - 2 -6 PIPE BARREL AND BELL MINIMUM = 6' MINIMUM = 10' 18' AND GREATER D + 24° D + 18' SANITARY SEWER TRENCHING, No. 19300219 = BEDDING AND BACKFILL DETAIL STATE OF Y: 0.C� /NDIANP ` . CLAY TOWNSHIP REGIONAL WASTE DISTRICT oµP • as SANITARY SEWER BEDDING AND �W 'CTRWD• g Schneider BACKFILL DETAIL RFcP�a4 Date 12/06/06 File T:\6K\6366\DOR\DOGS\DKTADS\IN-DTIS.DR6 Minimum Elapsed Time for a: Manhole Depth Pressure Change of 1 Inch Hg 10 feet or less 60 seconds A0 feet but <15 feet 75 seconds •15 feet but <25 feet 90 seconds For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and for manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time requirements for four (4) foot diameter manholes. For all manholes deeper than twenty-five (25) feet, the Engineer will determine the applicable minimum elapsed time. D. If the manhole fails the test, necessary repairs must be made. The vacuum test and repairs must be repeated until the manhole passes the test. E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be disassembled and the joint sealants replaced. F. Manholes will be subject to visual inspection with all visual leaks being repaired. 5. Butyl rubber coating with plastic wrap shall be applied around each manhole joint from 3 - inches above to 3 -inches below- each joint. The appropriate primer shall be applied prior to applying the rubber coating. Inside joints to be filled with precoat plug material. Entire exterior surface of sanitary sewer ma1TlToles shal l be sprayed with a bituminous coating and all exterior gap exposure of riser rings shall be back plastered or grouted with nonshrink grout. 6. The manhole chimneys_ including all riser rings shall be sealed using flex rib internal chimney seal manufactured by Cretex. NPC. or a District approved equal. The flex rib internal chimney seal shall extend from a minimum of 3 -inches below the top of the cone section to 3-r'nclTes over the manhole casting frame or per manufacturers installation n procedures if directed otherwise. Internal Chimney Seal shall be installed after manhole vacuum testing and prior to final acceptance. Water test may be done, per manufacturer or Districts recommendation, to provide assurance that internal chimney seal is water tight. 7. The casting elevations are set by plan, however, the castings are to be adjusted in the field by the District's representative should a discrepancy occur between plan grade and existing grade. New manhole ring(s) and cover shall be installed to establish grade. Maximum height of adjusting rings shall be 12 -inch on existing structure adjustment and 10 -inch maximum on new construction. Pipe Diameter In. IN AREAS WITHIN 5' OF ROADRFACE BACK FILL PER REQUIREMENTS OF INDIANA E ARTMENT OF TRADIFIED P�TOR DENSITY. E SI ACT FILL TO 95R NUMBER 8 CRUSHED STONE OR NUMBER 8 FRACTURED FACE D \/ - ----/ C AGGREGATE FILL MATERIAL IS TO BE PLACID FROM 6 INCHES BELOW TO 12 INCHES ABOVE THE PIPE THE TRENCH SHOULD BE A MINIMUM OF 18 INCHES WADE, SHOVEL SUCED, HAND TAMPED AND WALKED IN. ------------------- - ---h----------- /8 CRUSHED STONE SHOVEL SLICED, HAND TAMPED AND WALKED IN. (BELL HOLE EXCAVATED) ! C SEWER AS PER CONSTRUCTION PLANS FIRST LAYER BEDDING TABLE PIPE SIZE A PIPB E SUE 6' TO 15' le 3 OVER BEDDING BELOW THE UP TO 18 3 - 2 -6 PIPE BARREL AND BELL MINIMUM = 6' MINIMUM = 10' 18' AND GREATER D + 24° D + 18' SANITARY SEWER TRENCHING, No. 19300219 = BEDDING AND BACKFILL DETAIL STATE OF Y: 0.C� /NDIANP ` . CLAY TOWNSHIP REGIONAL WASTE DISTRICT oµP • as SANITARY SEWER BEDDING AND �W 'CTRWD• g Schneider BACKFILL DETAIL RFcP�a4 Date 12/06/06 File T:\6K\6366\DOR\DOGS\DKTADS\IN-DTIS.DR6 Minimum Elapsed Time for a: Manhole Depth Pressure Change of 1 Inch Hg 10 feet or less 60 seconds A0 feet but <15 feet 75 seconds •15 feet but <25 feet 90 seconds For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and for manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time requirements for four (4) foot diameter manholes. For all manholes deeper than twenty-five (25) feet, the Engineer will determine the applicable minimum elapsed time. D. If the manhole fails the test, necessary repairs must be made. The vacuum test and repairs must be repeated until the manhole passes the test. E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be disassembled and the joint sealants replaced. F. Manholes will be subject to visual inspection with all visual leaks being repaired. 5. Butyl rubber coating with plastic wrap shall be applied around each manhole joint from 3 - inches above to 3 -inches below- each joint. The appropriate primer shall be applied prior to applying the rubber coating. Inside joints to be filled with precoat plug material. Entire exterior surface of sanitary sewer ma1TlToles shal l be sprayed with a bituminous coating and all exterior gap exposure of riser rings shall be back plastered or grouted with nonshrink grout. 6. The manhole chimneys_ including all riser rings shall be sealed using flex rib internal chimney seal manufactured by Cretex. NPC. or a District approved equal. The flex rib internal chimney seal shall extend from a minimum of 3 -inches below the top of the cone section to 3-r'nclTes over the manhole casting frame or per manufacturers installation n procedures if directed otherwise. Internal Chimney Seal shall be installed after manhole vacuum testing and prior to final acceptance. Water test may be done, per manufacturer or Districts recommendation, to provide assurance that internal chimney seal is water tight. 7. The casting elevations are set by plan, however, the castings are to be adjusted in the field by the District's representative should a discrepancy occur between plan grade and existing grade. New manhole ring(s) and cover shall be installed to establish grade. Maximum height of adjusting rings shall be 12 -inch on existing structure adjustment and 10 -inch maximum on new construction. Pipe Diameter In. Minimum Time, min:s Length for Minimum Time, ft Time for Longer Length, S Specification Time for Length (L) Shown, min:s 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 4 3:46 597 0.380 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 6 5:40 398 0.854 I, 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 8 7:34 298 1.520 L 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 19:58 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 18 17:00 133 7.6921- 17:00 19:13 25:38 32:03 38:27 44:52 51:16 57:41 21 19:50 114 10.470 L 19:50 26:10 34:54 43:37 52:21 61:00 69:48 78:31 24 22:40 99 13.674 1, 22:47 34:11 45:34 56:58 68:22 79:46 91:10 102:33 27 25:30 88 17.3061- 28:51 43:16 57:41 72:07 86:32 100:57 115:57 129:48 30 28:20 80 21.366 L 35:37 53:25 71:13 89:02 106:50 124:38 142:26 160:15 33 1 31:10 72 1 25.852 L 43:05 64:38 86:10 107:43 129:16 150:43 172:21 193:53 36 1 34:00 1 86 1 30.768 L 51:17 76:55 102:34 1 128:12 1 153:50 179:29 1 205:07 230:46 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 6" PVC CAP FROM THE BUILDING TO THE 3' MAXIMUM EXISTING LATERAL STUB. FINAL GRADE 11t, TEMPORARY GLUED CAP FOUNDATION (FOOTER) 6" PVC PIPE 3' MINIMUM TRACER WIRE 3' MINIMUMI I '(6" X 6" X 6") TEE -WYE v I -_' 1 r � 3SEWER TRENCHING, �� 6" MINIMUM. SEE SANITARY IIT _TAV nil.l. 6" SEWER LATERAL 1 1 BACKFILL DETAIL CLEANOUT (ONLY1 1 SURFACES WITHIN O r,,sT-f 0 - No. RF -o 19300219 115 STATE OF -lin•/` Hui,, CLAY TOWNSHIP REGIONAL WASTE DISTRICT q C TRWD• er < TYPE 1 CLEANOUT DETAIL Schneid R[CjbNPI� Date 12/06/06 File T:\61\6366\001\DWGS\DETAHARi-DTIS.DIN 8. Backfill around all installed or proposed manhole structures, sidewalks, bike paths and/or all paved areas shall be made with granular material (b-bolTow)or No. 8 stone, up to 18 -inches below crosssection thickness (which shall include "No. 53" stone depth). If more stringent backfill requirements are set out per city, town, county, or District specifications those standards shall be followed. Trench opening within 5 -feet of the back of the curb of paved roadways. shall be backfilled with granular material or No. 8 stone in accordance with Section 211 of the current INDOT standard specifications handbook. 9. The Contractor shall be responsible for verifying that all state highways, city, and county permits have been obtained by the developer prior to start of construction. 10. Initial asbuilts shall be presented to the inspecting engineer prior to final submittal to the District for review, otherwise Contractor shall be required to fiurnish the developer, s Engineer with a set of prints showing actual sewer locations and inverts including lateral location, depth, and length. Such asbuilt prints must be received by the Engineer before the final contract payment can be authorized. AsbtliltS shall be submitted per the Districts current standard which can be found at www.ctrwd.org. 11. 'the sanitary sewer laterals and stubs termination shall be indicated on the surface with a detectable metal post set immediately above the said termination point if full connection is not immediately made. 12. All sanitary sewer lines upon completion will be required to pass a low pressure air test. Said test shall be conducted according to ASTM F1417-92, and shall be witnessed by a District employee or the Districts representative. The testing shall be in accordance with Table 1 as follows with 0.5 psi being added for each foot of water above the sewer line being tested. Sewer lines shall be subject to visual leak inspection at downstream manholes with all visual leaks being repaired and subject to televising requests by the District. 13. Prior to final deflection test (mandrel test) all mainlines shall be cleaned and free of any debris. Deflection tests shall be performed on all flexible* pipe after the final backfill has been in place at least 30 days. No pipe shall exceed a vertical deflection of 5% deflection test results. (*The following are considered non -flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe). The deflection test slTall be performed with a nine -point mandrel. Proving rings shall be available at time of test otherwise no testing will be allowed. All mandrel testing shall be witnessed by a District employee or the Districts representative. 14. 'Ihe ends of all laterals are to be plugged water tight with a gasketed cap capable of withstanding a low pressure air test writhout leakage. Laterals shall be subject to visual leak inspection at downstream manholes with all visual leaks being repaired 15. Bedding for flexible pipe and rigid pipe shall be No. 8 crushed stone from 6 -inches below to 12 -inches above the pipe. Manholes shall be placed on no less than 6 -inches of No. 8 crushed stone bedding. FINISHED GRADE f 8^ / \\ WATER MAIN NOTE: WATER MAINS SHALL BE i\ / LOCATED ON AN UNDISTURBED LEDGE / ^A^ SANITARY SEWER 10' MINIMUM 10' MINIMUM WATER MAIN JOINT SANITARY SEINER A° JOINT FLOW - IF 'A' IS IF 'B' IS THEN SANITARY SEWER PIPE SEGMENT SHALL BE 16' OR MORE 16 OR MORE NO SPECIAL PIPE MATERIAL OR GRADE REQUIREMENTS LESS THAN IF LESS THAN 10' PVC (EITHER ASTM D 2241 (SDR 21) OR ANSI/AWWA C900 (DR 18) OR ANS/AWWA 0905 (DR 21) OR DUCTILE IRON (CLASS 51 MINIMUM) NOTE: SEPARATION DISTANCES FROM WATER SUPPLIES AND PIPE CLASSIFICATIONS SHALL CONFORM TO INDIANA STATE BOARD OF HEALTH'S 'ON-SITE WATER SUPPLY AND WASTEWATER DISPOSAL FOR PUBLIC AND COMMERCIAL ESTABLISHMENTS - BULLETIN S.E. 13' WELL/WATER SUPPLY & SEWER CROSSING DETAIL \\``\\0\\\MYYVUtltlltllFfllll///////// N. P�\0 A C� Q ��IS7fR 19300219 STATE OF j 3 o��,c\F /NDIANP V�� CLAY TOWNSHIP REGIONAL WASTE DISTRICT •CTRWD• �� WATER LINE CROSSING DETAIL � Schneider a "[gaxPl'�•� Date 12/06/06 Iffle T:\6K\6366\001\DWGS\DETABAIN-DTi.S.DAG 16. Water line, utility, and legal drain crossings and sep<u-ations shall be in accordance with the more stringent of the two: 327 IAC 3-6-9 or the Districts standard drawings. 17. The trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be properly protected andlor barricaded when left unattended. 18. No water shall be permitted to flow into the sanitary sewer system during construction. Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge shall be directed to a storm outlet in accordance with state and federal laws and regulations (327 IAC 3-6-20). Any pipe entering existing sewers shall be plugged with screw type mechanical, braced plug until such time as all tests on the sewers and all punch list items are complete. 19. All sewer laterals installed shall be bedded the same as the main line sewer. 20. Forty-eight (48) hours notice shall be given to the District prior to the start of sewer construction. Also, 48 hours notice shall be given prior to doing any testing on the sewer. 21. Manhole castings shall be stamped SANITARY SEWER (Neenah Casting R-1772 or East Jordan 1022ZIGS) and be self-sealing type. The casting flange shall be 34 inches and the clear opening shall he inin. 20- 1-316 inches. Watertight castings shall be bolt - down East Jordan 1022Z1PT and also stamped SANITARY SEWER. 22. The minimum slope ofthe sewer shall be: Size of Pipe Minimum Constructed Slope 8 -inch 0.40010 10 -inch 0.280 ,6 12 -inch 0.220o 15 -inch 0.15% 18 -inch 0.12% 23. The Contractor shall provide measurements of the slope ofthe sewer for each manhole section as construction progresses. Such measurements shall be certified by a Registered Land Surveyor or Engineer and be available on-site for observation by the District's Inspector. No more than three manhole sections call be constructed in advance of such measurements. 24. In the event the Contractor does not meet the miniinum slopes, the sewer section and any other affected sewer sections shall be reconstructed to meet such minimum slopes. 25. Laterals are to be installed with a minimum 14 gauge tracer wire front the wye to the terminus. Upon lateral completion the contractor for the building or home will extend the wire from this terminus to the building cleanout adjacent to the building. AMERICAN STRUCTUREPOINT INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.5580 1 FAX 317.543.0270 www.structurepoint.com 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 CERTIFW;fMY:2E.A N. SCHRAGE ISSUANCE INDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS REVISION SCHEDULE NO. DESCRIPTION DATE 1 CITY COMMENTS 01/28/2016 /2\ TAC COMMENTS 04/13/2016 Project Number 2014.00194 CTRWD SANITARY SPECIFICATIONS C61 0 2014.00194.CE.C610.SAN -SPEC.dwg ` EZ 2 a rn N 0 N 'v w Q 0 O J a CITY OF CARMEL PAVING POLICY 1)GENERAL A) THE WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY SHALL INCLUDE THE PRODUCTION, HAULING/DELIVERY, SPREADING, FINISHING, COMPACTION AND OTHER WORK NECESSARY TO PREPARE FOUNDATIONS, INSTALL AGGREGATE BASES AND INSTALL ONE OR MORE COURSES OF BASE, INTERMEDIATE, OR SURFACE HOT MIX ASPHALT MIXTURES WITHIN EXISTING OR PROPOSED RIGHT-OF-WAY FOR ROADWAYS, AUXILIARY LANES AND ASPHALT MULTI -USE PATHS. B) THIS POLICY SHALL BE THE BASIS FOR ACCEPTANCE OF THE WORK BY THE CITY. FAILURE TO ADHERE TO THE REQUIREMENTS OF THIS POLICY MAY RESULT IN NON-ACCEPTANCE OF THE WORK OR OTHER REMEDIES OUTLINED IN THIS POLICY. C) WORKMANSHIP, MATERIALS AND QUALITY OF THE WORK COMPLETED SHALL CONFORM TO THE 2006 STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION (HEREINAFTER REFERRED TO AS STANDARD SPECIFICATIONS), EXCEPT WHERE DEVIATIONS ARE ALLOWED HEREIN, OR VARIANCES ARE GRANTED. D) WHERE THE MINIMUM STANDARDS OF ANY OTHER GOVERNMENTAL AGENCY HAVING CONCURRENT JURISDICTION EXCEED THESE STANDARDS, THE HIGHER STANDARDS SHALL APPLY. E) IF ANY PLAN OR OTHER NOTE OR SPECIFICATION ON THE APPROVED CONSTRUCTION DOCUMENTS EXCEEDS THE MINIMUM STANDARDS OF THIS POLICY, THE HIGHER STANDARDS SHALL APPLY. F) NOTHING CONTAINED HEREIN SHALL BE CONSTRUED AS PROHIBITING THE DESIGN AND CONSTRUCTION OF IMPROVEMENTS MEETING HIGHER STANDARDS, NOR AS DISCOURAGING PETITIONS TO APPROPRIATE GOVERNING BODIES FOR VARIANCES FOR ALTERNATIVES WHICH CAN BE SUPPORTED BY ADVANCES IN TECHNOLOGY AND ARE APPROVED BY OTHER AGENCIES WITH CONCURRENT JURISDICTION. G) ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 105.03 OF THE STANDARD SPECIFICATIONS. H) FOR THE PURPOSES OF THIS POLICY, WHERE THE TERM ENGINEER IS USED IN THIS POLICY AND THE STANDARD SPECIFICATIONS, IT SHALL MEAN: b)THE CARMEL CITY ENGINEER, STAFF OF THE DEPARTMENT OF ENGINEERING, OTHER PERSONNEL EMPLOYED BY THE CITY OF CARMEL, OR AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT THE CITY OF CARMEL. ii) THE HAMILTON COUNTY HIGHWAY ENGINEER, STAFF OF THE HAMILTON COUNTY HIGHWAY DEPARTMENT, OTHER PERSONNEL EMPLOYED BY HAMILTON COUNTY, OR AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT HAMILTON COUNTY HIGHWAY, DEPENDING ON THE LOCATION OF THE WORK. 1) AUTHORITY OF THE ENGINEER OVER THE WORK SHALL BE PER SECTION 105.01 OF THE STANDARD SPECIFICATIONS. J) PRIOR TO COMMENCING THE WORK, THE CONTRACTOR PERFORMING THE WORK SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE ENGINEER'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE ENGINEER AS IT RELATES TO THE WORK. K) UNDER NO CIRCUMSTANCES SHALL WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY COMMENCE WITHOUT OBTAINING APPROVED CONSTRUCTION DRAWINGS BY THE CITY OF CARMEL DEPARTMENT OF ENGINEERING. 2)FOUNDATION A) GENERAL I) THIS WORK SHALL CONSIST OF THE CONSTRUCTION/PREPARATION OF THE FOUNDATION IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS. B) EXCAVATION AND EMBANKMENT I) PRIOR TO BEGINNING EXCAVATION AND EMBANKMENT OPERATIONS, ALL NECESSARY CLEARING, GRUBBING, SCALPING AND TOPSOIL STRIPPING AND SUBSEQUENT BACKFILLING FOR REMOVED ITEMS WITHIN THE SLOPE STAKE LIMITS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 201.03 AND 201.04 OF THE STANDARD SPECIFICATIONS. ALL TOPSOIL, VEGETATION, ROOTS, STUMPS, FRIABLE AND DELETERIOUS MATERIAL SHALL BE COMPLETELY REMOVED WITHIN THE LIMITS OF THE SLOPE STAKES. ii) EXCAVATIONS (1) AFTER EXCAVATION OPERATIONS, ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS AND THE RESULTING VOID SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SEC110N 203 OF THE STANDARD SPECIFICATIONS. (2) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER EXCAVATION OPERATIONS SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. iii) EMBANKMENTS (1) EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. (2) ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS PRIOR TO EMBANKMENT OPERATIONS. (3) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER CLEARING, GRUBBING, SCALPING AND TOPSOIL REMOVAL SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS PRIOR TO EMBANKMENT OPERATIONS. (4) PRIOR TO THE CONSTRUCTION OF ANY EMBANKMENT, THE ORIGINAL GROUND SURFACE WITHIN THE LIMITS OF THE SLOPE STAKES SHALL BE LEVELED AND THE UPPER 6 -INCHES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. (5) EMBANKMENTS SHALL BE SHAPED TO BE WELL DRAINED AND SHALL BE PROTECTED TO PREVENT EROSION. (6) LOOSE DEPTH OF EACH EMBANKMENT LIFT, FINAL COMPACTED DEPTH, COMPACTION METHOD AND COMPACTION REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. C) SOIL SUBGRADES I) SUBGRADES SHALL BE INSTALLED ON FOUNDATIONS CONSTRUCTED IN ACCORDANCE WITH SECTION 2(A) AND SECTION 2(B) OF THIS POLICY AND ONLY THE INSTALLATION OF ALL UTILITIES AND SUBSURFACE DRAINS INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS TO BE LOCATED UNDER THE PAVEMENT ARE COMPLETED. TRENCH BACKFILLING WORK OF THESE INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY OF CARMEL TRENCH BACKFILLING SPECIFICATIONS. ii) THE SUBGRADE SHALL BE SHAPED TO THE REQUIRED GRADE AND SECTIONS, FREE FROM ALL RUTS, CORRUGATIONS, OR OTHER IRREGULARITIES. iii) THE SUBGRADE SHALL BE UNIFORMLY PREPARED, COMPACTED AND APPROVED IN ACCORDANCE WITH SECTIONS 207.02, 207.03 AND 207.04 OF THE STANDARD SPECIFICATIONS. IV) SUBGRADES SHALL BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE ANY AGGREGATE BASE OR HOT MIX ASPHALT PAVEMENTS ARE CONSTRUCTED. A PROOFROLL SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY AGGREGATE BASE OR HOT MIX ASPHALT PAVING OPERATIONS COMMENCE. v) AT THE DISCRETION OF THE ENGINEER, SUBGRADE THAT HAS SATISFACTORILY PASSED A PROOFROLL, BUT REMAINS UNCOVERED FOR A PERIOD OF 14 CALENDAR DAYS PRIOR TO PLACING STONE OR IS SUBJECT TO A MEASURABLE RAIN EVENT PRIOR TO PLACING STONE, SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS PRIOR TO PLACEMENT OF THE AGGREGATE BASE. D) EXISTING PAVEMENT i) MILLING OF EXISTING PAVEMENT SURFACES SHALL BE IN ACCORDANCE WITH SECTION 306.02, 306.03, 306.05, 306.07 AND 306.08 OF THE STANDARD SPECIFICATIONS. ii) LOCALIZED WEAK AREAS OF THE EXISTING PAVEMENT SECTION UNCOVERED DURING THE MILLING PROCESS SHALL BE REPAIRED IN ACCORDANCE WITH SECTION 304.02, 304.03, 304.05 OR 305 OF THE STANDARD SPECIFICATIONS. iii) PRIOR TO OPENING MILLED AREAS TO TRAFFIC, THE MILLED AREAS SHALL BE CLEANED OF ALL MATERIAL, DEBRIS AND DUST RESULTING FROM THE OPERATION. iv) MILLED AREAS THAT REMAIN OPEN TO TRAFFIC LONGER THAN THOSE TIMES STIPULATED IN SECTION 306.05 OF THE STANDARD SPECIFICATIONS SHALL BE SUBJECT TO LIQUIDATED DAMAGES OUTLINED IN SECTION 306.05 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF THESE LIQUIDATED DAMAGES. 3)AGGREGATE BASES A) GENERAL I) THIS WORK SHALL CONSIST OF PLACING A COMPACTED AGGREGATE ON A PREPARED SOIL SUBGRADE IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS. ii) AGGREGATE BASE MATERIALS SHALL BE IN ACCORDANCE WITH SECTION 301.02 OF THE STANDARD SPECIFICATIONS. iii) THE MATERIAL SHALL BE OBTAINED FROM A CERTIFIED AGGREGATE PRODUCER IN ACCORDANCE WITH SECTION 917 OF THE STANDARD SPECIFICATIONS. iv) THE AGGREGATE BASE MATERIAL SHALL BE HANDLED AND TRANSPORTED TO, AND ON, THE WORK SITE IN A MANNER THAT MINIMIZES SEGREGATION AND MOISTURE LOSS. v)AGGREGATE BASES SHALL BE CONSTRUCTED ON PREPARED FOUNDATIONS AND TO THICKNESSES EQUAL OR GREATER THAN THOSE INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS. B) TEMPERATURE AND SEASONAL LIMITATIONS i) THE AGGREGATE BASE SHALL BE PLACED IN ACCORDANCE WITH THE TEMPERATURE LIMITATIONS OF SECTION 301.04 OF THE STANDARD SPECIFICATIONS. ii) FROZEN MATERIAL SHALL NOT BE PLACED. iii) AGGREGATE BASES MUST BE PLACED AND PASS PROOF ROLL PRIOR TO NOVEMBER 30 IN ORDER TO ALLOW PAVING IN ACCORDANCE WITH SECTION 4C(IV) OF THIS POLICY. C) PREPARATION i) THE PREPARED FOUNDATION SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN MATERIALS AT THE TIME OF PLACEMENT. ii) THE SUBGRADE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE AGGREGATE BASE ON THE SUBGRADE IN ACCORDANCE WITH SECTION 2C(V) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY AGGREGATE BASE IS PLACED. D) SPREADING AND FINISHING i)THE AGGREGATE BASE SHALL BE SPREAD IN ACCORDANCE WITH SECTION 301.05 OF THE STANDARD SPECIFICATIONS. ii)THE AGGREGATE BASE SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 301.06 OF THE STANDARD SPECIFICATIONS. iii) SUBSEQUENT PAVING COURSES SHALL BE PLACED OVER THE AGGREGATE BASE WITHIN 14 CALENDAR DAYS. AGGREGATE BASES THAT LAY EXPOSED FOR A PERIOD OF TIME GREATER THAN 14 CALENDAR DAYS OR EXPERIENCE A MEASURABLE RAIN EVENT PRIOR TO THE PLACEMENT OF SUBSEQUENT PAVING COURSES SHALL BE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER. AT THE DISCRETION OF THE ENGINEER, ADDITIONAL PROOF ROLLS MAY BE REQUIRED. 4)ASPHALT PAVEMENT A) GENERAL i) THIS WORK SHALL CONSIST OF PLACING ONE OR MORE COURSES OF BASE, INTERMEDIATE, OR SURFACE HOT MIX ASPHALT (HMA) MIXTURES ON A PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS. ii)HMA BASE, INTERMEDIATE, OR SURFACE MIXTURES SHALL BE CONSTRUCTED ON PREPARED FOUNDATIONS AND TO THICKNESSES EQUAL OR GREATER THAN THOSE INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS. iii) MATERIALS USED IN THE PRODUCTION OF THE HMA MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 401.03 OF THE STANDARD SPECIFICATIONS. IV) EQUIPMENT FOR HMA OPERATIONS, INCLUDING BUT NOT LIMITED TO PRODUCTION, HAULING/TRANSPORTATION, LAYDOWN, COMPACTION AND MISCELLANEOUS/ANCILLARY ACTIVITY SHALL BE IN ACCORDANCE WITH SECTION 409 OF THE STANDARD SPECIFICATIONS. v) INSTALLATION OF THE FULL PAVEMENT SECTION INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS FOR THE ENTIRE AREA TO BE PAVED MUST BE COMPLETED IN THE SAME PAVING SEASON. A) WIDENING OPERATIONS SHALL COMPLY WITH THE FOLLOWING: (1) THE OUTSIDE FACE OF THE EXCAVATED AREA SHALL BE LEFT AS NEARLY VERTICAL AS THE NATURE OF THE MATERIAL WILL PERMIT AND NOT WIDER THAN THE OUTSIDE LIMITS OF THE WIDENING SECTION. (2) THE EXISTING PAVEMENT ADJACENT TO THE WIDENING AREA SHALL BE SAWCUT TO A CLEAN EDGE. (3) THE SUBGRADE IN THE WIDENED AREA SHALL BE COMPACTED IN ACCORDANCE WITH THIS POLICY. (4) WIDENING MIXTURES SHALL COMPLY WITH THE PAVEMENT SECTION INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS. (5) COMPACTION OF THE WIDENING SHALL BE IN ACCORDANCE WITH SECTION 304.05 OF THE STANDARD SPECIFICATIONS. B) PREPARATION I) THE AGGREGATE BASE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE HMA COURSES IN ACCORDANCE WITH SECTION 3D(III) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY PAVING OPERATIONS COMMENCE. ii)ALL DISPLACEMENT OR RUTTING OF THE AGGREGATE BASE SHALL BE REPAIRED PRIOR TO PLACING HMA MIXTURES. iii) MILLED ASPHALT SURFACES SHALL BE TACKED IN ACCORDANCE WITH SECTION 406 OF THE STANDARD SPECIFICATIONS IV) ASPHALT SURFACES BETWEEN COURSES SHALL BE TACKED IN ACCORDANCE WITH SECTION 406 OF THE STANDARD SPECIFICATIONS. v)CONTACT SURFACES OF CURBING, GUTTERS, MANHOLES, AND OTHER STRUCTURES SHALL BE TACKED IN ACCORDANCE WITH SECTION 406 OF THE STANDARD SPECIFICATIONS. vi) SURFACES ON WHICH A MIXTURE IS PLACED SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN MATERIALS AT THE TIME OF PLACEMENT. vii) TACK COAT MATERIAL SHALL BE DISTRIBUTED WITH EQUIPMENT MEETING THE REQUIREMENTS OF SECTION 409.03(A) OF THE STANDARD SPECIFICATIONS. C) WEATHER AND SEASONAL LIMITATIONS i) HMA COURSES SHALL BE PLACED WHEN THE AMBIENT TEMPERATURE AND THE TEMPERATURE OF THE SURFACE ON WHICH IT IS TO BE PLACED IS 45-F (7'C) OR ABOVE. THE ENGINEER SHALL DETERMINE THE AMBIENT TEMPERATURE. THERE SHALL BE NO PROVISION FOR LOW TEMPERATURE COMPACTION ALLOWED BY SECTION 402.16 OF THE STANDARD SPECIFICATIONS. ii)NO MIXTURE SHALL BE PLACED ON A FROZEN SUBGRADE. iii) UNDER NO CIRCUMSTANCES SHALL HMA MIXTURES BE PLACED BETWEEN DECEMBER 15 AND MARCH 30. IV) IF A FOUNDATION THAT IS TO RECEIVE ONE OR MORE COURSES OF BASE, INTERMEDIATE, OR SURFACE HMA MIXTURES IS PLACED AND DETERMINED TO BE AN APPROVED FOUNDATION BY THE CITY PRIOR TO NOVEMBER 30, PLACEMENT OF HMA COURSES WILL BE ALLOWED UP TO DECEMBER 15, PROVIDED THAT THE AMBIENT AND FOUNDATION SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION 4C(I) OF THIS POLICY AND THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE ENGINEER. THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR. v)IF THE AMBIENT AND FOUNDATION SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION 4C(I) OF THIS POLICY BETWEEN APRIL 1 AND APRIL 15, HMA COURSE SHALL BE ALLOWED TO BE PLACED ON AN APPROVED FOUNDATION PROVIDED THAT THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE ENGINEER. THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR. Vi) THE ENGINEER RESERVES THE RIGHT TO SUSPEND ALL PAVING OPERATIONS IF, IN THE OPINION OF THE ENGINEER, THAT PREVAILING WEATHER CONDITIONS AND/OR THE CONDITION OF THE SUBGRADE AND/OR THE AGGREGATE BASE MAY RESULT IN SUBSTANDARD HMA PLACEMENT, SPREADING AND FINISHING. D) SPREADING AND FINISHING i)HMA COURSES SHALL BE PLACED UPON AN APPROVED FOUNDATION OR OTHER HMA COURSE BY MEANS OF LAYDOWN EQUIPMENT IN ACCORDANCE WITH SECTION 409.03(C) OF THE STANDARD SPECIFICATIONS. ii)SEGREGATION OR FLUSHING OR BLEEDING OF HMA MIXTURES WILL NOT BE PERMITTED. CORRECTIVE ACTION SHALL BE TAKEN TO PREVENT CONTINUATION OF THESE CONDITIONS. SEGREGATED OR FLUSHED OR BLEEDING HMA MIXTURES SHALL BE REMOVED IF DIRECTED. iii) ALL AREAS SHOWING AN EXCESS OR DEFICIENCY OF BINDER SHALL BE REMOVED AND REPLACED. IV) ALL HMA MIXTURES THAT BECOME LOOSE AND BROKEN, MIXED WITH DIRT, OR IS IN ANY WAY DEFECTIVE SHALL BE REMOVED AND REPLACED. E) JOINTS I) JOINTS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 401.15 OF THE STANDARD SPECIFICATIONS. F) COMPACTION i) THE HMA MIXTURE SHALL BE COMPACTED WITH EQUIPMENT IN ACCORDANCE WITH SECTION 409.03(D) OF THE STANDARD SPECIFICATIONS IMMEDIATELY AFTER THE MIXTURE HAS BEEN SPREAD AND FINISHED. ii)ROLLERS SHALL NOT CAUSE UNDUE DISPLACEMENT, CRACKING, OR SHOVING. 5)INSPECTIONS A) ALL MATERIALS FURNISHED AND EACH PART OR DETAIL OF THE WORK WILL BE SUBJECT TO INSPECTION PER SECTION 105.10 OF THE STANDARD SPECIFICATIONS FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS. B) THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 -HOURS IN ADVANCE OF COMMENCING ANY WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY. C) THE CONTRACTOR SHALL SCHEDULE PROOFROLLS WITH THE ENGINEER A MINIMUM OF 48 -HOURS IN ADVANCE OF SUCH PROOFROLLS. D) SAMPLING AND TESTING OF MATERIALS, EQUIPMENT OR CONSTRUCTION WORK MAY BE REQUIRED AT THE EXPENSE OF THE CONTRACTOR AT THE DISCRETION OF THE ENGINEER FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS. SAMPLING AND TESTING SHALL CONFORM TO THE REQUIREMENTS OF THE SECTIONS OF THE STANDARD SPECIFICATIONS APPLICABLE TO THE PORTION OF THE WORK SUSPECTED TO BE NON-COMPLIANT OR AS DIRECTED BY THE ENGINEER. E) WHERE THE ENGINEER DETERMINES THAT IS NECESSARY TO CONFIRM COMPLIANCE WITH STANDARDS OF QUALITY OR THICKNESS, PAVEMENTS SHALL BE CORED AND TESTED AT THE EXPENSE OF 1HE CONTRACTOR. THE AVERAGE THICKNESSES OF ALL COURSES MUST EQUAL OR EXCEED THE MINIMUM PRESCRIBED BY THE APPROVED CONSTRUCTION DOCUMENTS, AND NO SINGLE CORE SHALL SHOW A DEFICIENCY GREATER THAN ONE HALF INCH (1/2") IN ANY COURSE OR TOTAL THICKNESS FROM THE PAVEMENT SECTION INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS. F) SUCH INSPECTIONS SHALL NOT BE CONSTRUED TO RELIEVE THE DEVELOPERS' ENGINEERS OR CONTRACTORS IN ANY WAY FROM THEIR OBLIGATIONS AND RESPONSIBILITIES UNDER THEIR CONTRACTS. SPECIFICALLY, INSPECTION BY THE ENGINEER, OR BY RETAINED ENGINEERS OR TESTING AGENCIES, SHALL NOT REQUIRE THEM TO ASSUME RESPONSIBILITIES FOR THE APPROVED CONSTRUCTION DOCUMENTS, FOR ANY MISINTERPRETATION OF THE APPROVED CONSTRUCTION DOCUMENTS BY THE CONTRACTORS DURING CONSTRUCTION, OR FOR THE MEANS AND METHODS OF CONSTRUCTION, NOR FOR SAFETY ON THE JOB SITE. G) WORK IDENTIFIED TO NOT MEET THE REQUIREMENTS OF THIS POLICY OR THE APPROVED CONSTRUCTION DOCUMENTS, UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF DEFECTIVE MATERIALS, DAMAGE THROUGH CARELESSNESS, OR ANY OTHER CAUSE FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK, SHALL BE REMOVED IMMEDIATELY AND REPLACED IN AN ACCEPTABLE MANNER AT THE CONTRACTOR'S EXPENSE. H) IF THE CONTRACTOR FAILS TO COMPLY FORTHWITH WITH ANY ORDER MADE UNDER THE PROVISIONS OF THIS SUBSECTION, THE ENGINEER WILL HAVE AUTHORITY TO CAUSE UNACCEPTABLE WORK TO BE REMEDIED OR REMOVED AND REPLACED; TO CAUSE UNAUTHORIZED WORK TO BE REMOVED; AND TO DEDUCT THE COSTS FROM ANY MONIES DUE OR TO BECOME DUE. 1) WORK DONE CONTRARY TO INSTRUCTIONS PROVIDED BY THE ENGINEER SHALL BE CONSIDERED UNACCEPTABLE AND SUBJECT TO IMMEDIATE REMOVAL AND REPLACEMENT IN ACCORDANCE WITH THE INSTRUCTIONS PROVIDED BY THE ENGINEER. 6)ACCEPTANCE A) BEFORE ACCEPTANCE OF ANY PHASE OF CONSTRUCTION, THE ENGINEER SHALL DETERMINE IF THE IMPROVEMENTS ARE IN SUBSTANTIAL COMPLIANCE WITH THIS POLICY (EXCEPT FOR ANY VARIANCES GRANTED) AND THE APPROVED CONSTRUCTION DOCUMENTS B) THE ENGINEER MAY, AT HIS SOLE DISCRETION, ACCEPT WORK THAT IS NOT IN CONFORMANCE WITH THIS POLICY PROVIDED THAT THE WORK IS BONDED FOR A PERIOD GREATER THAN THREE YEARS. THE ENGINEER SHALL ESTABLISH THE EXTENDED BONDING REQUIREMENT. CITY OF CARMEL CURBING POLICY 1) GENERAL A) THE WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY SHALL INCLUDE THE PRODUCTION, HAULING/DELIVERY, EXCAVATION FOR, PLACING, INSTALLATION, JOINTING, CURING, FINISHING, AND OTHER WORK NECESSARY TO PREPARE FOUNDATIONS AND SOIL SUBGRADES, INSTALL AGGREGATE BASES AND INSTALL CONCRETE CURBING WITHIN PROPERTY WITHIN THE CORPORATE LIMITS OF THE CITY OF CARMEL AND EXISTING OR PROPOSED RIGHT-OF-WAY. B) THIS POLICY SHALL BE THE BASIS FOR ACCEPTANCE OF THE WORK BY THE CITY. FAILURE TO ADHERE TO THE REQUIREMENTS OF THIS POLICY MAY RESULT IN NON-ACCEPTANCE OF THE WORK OR OTHER REMEDIES OUTLINED IN THIS POLICY. C) WORKMANSHIP, MATERIALS AND QUALITY OF THE WORK COMPLETED SHALL CONFORM TO THE 2006 STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION (HEREINAFTER REFERRED TO AS STANDARD SPECIFICATIONS), EXCEPT WHERE DEVIATIONS ARE ALLOWED OR SPECIFIED HEREIN, OR VARIANCES ARE GRANTED. D) WHERE THE MINIMUM STANDARDS OF ANY OTHER GOVERNMENTAL AGENCY HAVING CONCURRENT JURISDICTION EXCEED THESE STANDARDS, THE HIGHER STANDARDS SHALL APPLY. E)IF ANY PLAN OR OTHER NOTE OR SPECIFICATION ON THE APPROVED CONSTRUCTION DOCUMENTS EXCEEDS THE MINIMUM STANDARDS OF THIS POLICY, THE HIGHER STANDARDS SHALL APPLY. F)NOTHING CONTAINED HEREIN SHALL BE CONSTRUED AS PROHIBITING THE DESIGN AND CONSTRUCTION OF IMPROVEMENTS MEETING HIGHER STANDARDS, NOR AS DISCOURAGING PETITIONS TO APPROPRIATE GOVERNING BODIES FOR VARIANCES FOR ALTERNATIVES WHICH CAN BE SUPPORTED BY ADVANCES IN TECHNOLOGY AND ARE APPROVED BY OTHER AGENCIES WITH CONCURRENT JURISDICTION. G) ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 105.03 OF THE STANDARD SPECIFICATIONS. H) FOR THE PURPOSES OF THIS POLICY, WHERE THE TERM ENGINEER IS USED IN THIS POLICY AND THE STANDARD SPECIFICATIONS, IT SHALL MEAN: a) THE CARMEL CITY ENGINEER, STAFF OF THE DEPARTMENT OF ENGINEERING, OTHER PERSONNEL EMPLOYED BY THE CITY OF CARMEL, OR AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT THE CITY OF CARMEL. ii) THE HAMILTON COUNTY HIGHWAY ENGINEER, STAFF OF THE HAMILTON COUNTY HIGHWAY DEPARTMENT, OTHER PERSONNEL EMPLOYED BY HAMILTON COUNTY, OR AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT HAMILTON COUNTY HIGHWAY, DEPENDING ON THE LOCATION OF THE WORK. 1) AUTHORITY OF THE ENGINEER OVER THE WORK SHALL BE PER SECTION 105.01 OF THE STANDARD SPECIFICATIONS. J) PRIOR TO COMMENCING THE WORK, THE CONTRACTOR PERFORMING THE WORK SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE ENGINEER'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE ENGINEER AS IT RELATES TO THE WORK. K) UNDER NO CIRCUMSTANCES SHALL WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY COMMENCE WITHOUT OBTAINING APPROVED CONSTRUCTION DRAWINGS BY THE CITY OF CARMEL DEPARTMENT OF ENGINEERING. L) AT THE SOLE DISCRETION OF THE ENGINEER, THE PORTIONS OF THIS POLICY RELATED TO INSPECTIONS AND TESTING OF WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY OUTSIDE OF THE RIGHT-OF-WAY SHALL BE DETERMINED AT THE PRE -CONSTRUCTION MEETING. M) DIMENSIONAL AND OTHER STANDARDS FOR CONCRETE CURB SHALL BE IN ACCORDANCE WITH THE CITY OF CARMEL STANDARD DETAILS. N) UNDER NO CIRCUMSTANCES SHALL MATERIAL OTHER THAN PORTLAND CEMENT CONCRETE MEETING THE STANDARDS ESTABLISHED BY THIS POLICY BE UTILIZED TO CONSTRUCT CONCRETE CURBS WITHIN THE CORPORATE LIMITS OF THE CITY OF CARMEL. 0) UNDER NO CIRCUMSTANCES SHALL EXTRUDED TYPE CURB BE INSTALLED WITHIN THE CORPORATE LIMITS OF THE CITY OF CARMEL. 2) FOUNDATION A) GENERAL I) THIS WORK SHALL CONSIST OF THE CONSTRUCTION/PREPARATION OF THE FOUNDATION IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS. ii) THE FOUNDATION SHALL BE PREPARED IN ACCORDANCE WITH SECTION 605.03(A) OF THE STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THIS POLICY. B) EXCAVATION AND EMBANKMENT i) PRIOR TO BEGINNING EXCAVATION AND EMBANKMENT OPERATIONS, ALL NECESSARY CLEARING, GRUBBING, SCALPING AND TOPSOIL STRIPPING AND SUBSEQUENT BACKFILLING FOR REMOVED ITEMS WITHIN THE SLOPE STAKE LIMITS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 201.03 AND 201.04 OF THE STANDARD SPECIFICATIONS. ALL TOPSOIL, VEGETATION, ROOTS, STUMPS, FRIABLE AND DELETERIOUS MATERIAL SHALL BE COMPLETELY REMOVED WITHIN THE LIMITS OF THE SLOPE STAKES. ii) EXCAVATIONS (1) AFTER EXCAVATION OPERATIONS, ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS AND THE RESULTING VOID SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. (2) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER EXCAVATION OPERATIONS SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. iii) EMBANKMENTS (1) EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. (2) ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS PRIOR TO EMBANKMENT OPERATIONS. (3) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER CLEARING, GRUBBING, SCALPING AND TOPSOIL REMOVAL SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS PRIOR TO EMBANKMENT OPERATIONS. (4) PRIOR TO THE CONSTRUCTION OF ANY EMBANKMENT, THE ORIGINAL GROUND SURFACE WITHIN THE LIMITS OF THE SLOPE STAKES SHALL BE LEVELED AND THE UPPER 6 -INCHES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. (5) EMBANKMENTS SHALL BE SHAPED TO BE WELL DRAINED AND SHALL BE PROTECTED TO PREVENT EROSION. (6) LOOSE DEPTH OF EACH EMBANKMENT LIFT, FINAL COMPACTED DEPTH, COMPACTION METHOD AND COMPACTION REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. C) SOIL SUBGRADES I) SUBGRADES SHALL BE INSTALLED ON FOUNDATIONS CONSTRUCTED IN ACCORDANCE WITH SECTION 2(A) AND SECTION 2(8) OF THIS POLICY AND ONLY AFTER THE INSTALLATION OF ALL UTILITIES AND SUBSURFACE DRAINS INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS TO BE LOCATED UNDER THE PAVEMENT ARE COMPLETED. TRENCH BACKFILLING WORK OF THESE INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY OF CARMEL TRENCH BACKFILLING SPECIFICATIONS. ii) THE SUBGRADE SHALL BE SHAPED TO THE REQUIRED GRADE AND SECTIONS, FREE FROM ALL RUTS, CORRUGATIONS, OR OTHER IRREGULARITIES. iii) THE SUBGRADE SHALL BE UNIFORMLY PREPARED, COMPACTED AND APPROVED IN ACCORDANCE WITH SECTIONS 207.02, 207.03 AND 207.04 OF THE STANDARD SPECIFICATIONS. iv) SUBGRADES SHALL BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE ANY AGGREGATE BASE OR CONCRETE CURBS ARE CONSTRUCTED. A PROOFROLL SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE THE PLACEMENT OF ANY AGGREGATE BASE OR CONCRETE CURBING. v) AT THE DISCRETION OF THE ENGINEER, SUBGRADE THAT HAS SATISFACTORILY PASSED A PROOFROLL, BUT REMAINS UNCOVERED FOR A PERIOD OF 14 CALENDAR DAYS PRIOR TO PLACING AGGREGATE BASE OR CONCRETE CURBING OR IS SUBJECT TO A MEASURABLE RAIN EVENT PRIOR TO PLACING AGGREGATE BASE OR CONCRETE CURBING, SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS PRIOR TO PLACEMENT OF THE AGGREGATE BASE OR CONCRETE CURBING. 3) AGGREGATE BASES A) GENERAL i) THIS WORK SHALL CONSIST OF PLACING A COMPACTED AGGREGATE BASE ON A PREPARED SOIL SUBGRADE IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS. ii) AGGREGATE BASE MATERIALS SHALL BE IN ACCORDANCE WITH SECTION 301.02 OF THE STANDARD SPECIFICATIONS. iii) THE AGGREGATE BASE MATERIAL SHALL BE OBTAINED FROM A CERTIFIED AGGREGATE PRODUCER IN ACCORDANCE WITH SECTION 917 OF THE STANDARD SPECIFICATIONS. iv) THE AGGREGATE BASE MATERIAL SHALL BE HANDLED AND TRANSPORTED TO, AND ON, THE WORK SITE IN A MANNER THAT MINIMIZES SEGREGATION AND MOISTURE LOSS. v) AGGREGATE BASES SHALL BE CONSTRUCTED ON APPROVED SOIL SUBGRADES AND TO THICKNESSES EQUAL OR GREATER THAN THOSE INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS. B) TEMPERATURE AND SEASONAL LIMITATIONS I) THE AGGREGATE BASE SHALL BE PLACED IN ACCORDANCE WITH THE TEMPERATURE LIMITATIONS OF SECTION 301.04 OF THE STANDARD SPECIFICATIONS. ii) FROZEN MATERIAL SHALL NOT BE PLACED. iii) AGGREGATE BASES MUST BE PLACED AND PASS PROOF ROLL PRIOR TO NOVEMBER 30 IN ORDER TO ALLOW PAVING IN ACCORDANCE WITH SECTION 4C(IV) OF THIS POLICY. C) PREPARATION I) THE PREPARED SOIL SUBGRADE SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN MATERIALS AT THE TIME OF PLACEMENT. ii) THE SUBGRADE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE AGGREGATE BASE ON THE SUBGRADE IN ACCORDANCE WITH SECTION 2C(V) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY AGGREGATE BASE IS PLACED. D) SPREADING AND FINISHING i) THE AGGREGATE BASE SHALL BE SPREAD IN ACCORDANCE WITH SEC11ON 301.05 OF THE STANDARD SPECIFICATIONS. ii) THE AGGREGATE BASE SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 301.06 OF THE STANDARD SPECIFICATIONS. iii) CONCRETE CURB SHALL BE PLACED OVER THE AGGREGATE BASE WITHIN 14 CALENDAR DAYS. AGGREGATE BASES THAT LAY EXPOSED FOR A PERIOD OF TIME GREATER THAN 14 CALENDAR DAYS OR EXPERIENCE A MEASURABLE RAIN EVENT PRIOR TO THE PLACEMENT OF CONCRETE CURB SHALL BE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER. AT THE DISCRETION OF THE ENGINEER, ADDITIONAL PROOF ROLLS MAY BE REQUIRED. 4) CONCRETE CURB A) GENERAL i)THIS WORK SHALL CONSIST OF PLACING CONCRETE CURBING ON PREPARED SOIL SUBGRADES OR AGGREGATE BASES IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS. ii) CONCRETE CURB SHALL BE CONSTRUCTED ON PREPARED SOIL SUBGRADES OR AGGREGATE BASES TO THE DIMENSIONAL STANDARDS OF THE APPLICABLE CITY OF CARMEL STANDARD DETAILS OR IN ACCORDANCE WITH THE CURBING DETAILS OF THE APPROVED CONSTRUCTION DOCUMENTS. iii) 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 ADMIXTURES MAY BE UTILIZED BUT SHALL NOT BE CONSIDERED IN WAIVING ANY REQUIREMENTS OF THIS POLICY. FREEZE PROTECTION ADMIXTURES SHALL NOT BE UTILIZED UNDER ANY CIRCUMSTANCES. iv) EQUIPMENT UTILIZED FOR CONCRETE CURBING INSTALLATION WORK, INCLUDING BUT NOT LIMITED TO PRODUCTION, HAULING/DELIVERY, PLACING, INSTALLATION, JOINTING, CURING, FINISHING AND MISCELLANEOUS/ANCILLARY ACTIVITY SHALL BE IN ACCORDANCE WITH SECTION 508 OF THE STANDARD SPECIFICATIONS. v) CONCRETE PRODUCTION, MIXING AND HAULING/DELIVERY SHALL BE IN ACCORDANCE WITH SECTION 502.10 OF THE STANDARD SPECIFICATIONS. vi) INSTALLATION OF THE CONCRETE CURBING INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS SHALL BE COMPLETED IN THE SAME PAVING SEASON. B) PREPARATION i)THE SOIL SUBGRADE OR AGGREGATE BASE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE HMA COURSES IN ACCORDANCE WITH SECTION 2C(V) AND 3D(III) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE PLACEMENT OF ANY CONCRETE CURBING. ii) ALL DISPLACEMENT OR RUTTING OF THE SOIL SUBGRADE OR AGGREGATE BASE SHALL BE REPAIRED PRIOR TO PLACING CONCRETE CURBING. C) WEATHER AND SEASONAL LIMITATIONS i)CONCRETE CURBING SHALL ONLY BE PLACED IN ACCORDANCE WITH SECTION 502.11 OF THE STANDARD SPECIFICATIONS WITH THE EXCEPTION THAT PLACEMENT OPERATIONS SHALL NOT BEGIN UNTIL THE AMBIENT TEMPERATURE IS 502F AND RISING. PLACEMENT OPERATIONS SHALL BE DISCONTINUED WHEN THE AMBIENT TEMPERATURE IS DESCENDING AND IS 50°F OR BELOW. AT THE DISCRETION OF THE ENGINEER, CONCRETE MAY BE PLACED AT AMBIENT TEMPERATURES LESS THAN NOTED ABOVE PROVIDED THAT PLACEMENT, JOINTING, FINISHING AND CURING OPERATIONS CONFORM TO SECTIONS 502.11 AND 702.11 OF THE STANDARD SPECIFICATIONS. ii) NO MIXTURE SHALL BE PLACED ON A FROZEN SUBGRADE OR AGGREGATE BASE. iii) UNDER NO CIRCUMSTANCES SHALL CONCRETE CURB BE PLACED BETWEEN DECEMBER 15 AND MARCH 30. iv) IF A SOIL SUBGRADE OR AGGREGATE BASE OVER WHICH CONCRETE CURB IS TO PLACED, IS PLACED AND APPROVED BY THE CITY PRIOR TO NOVEMBER 30, PLACEMENT OF THE CONCRETE CURB WILL BE ALLOWED UP TO DECEMBER 15, PROVIDED THAT THE AMBIENT AND SOIL SUBGRADE OR AGGREGATE BASE SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION 4C(I) OF THIS POLICY AND THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE ENGINEER. THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR. v) IF THE AMBIENT AND SOIL SUBGRADE OR AGGREGATE BASE SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION 4C(I) OF THIS POLICY BETWEEN APRIL 1 AND APRIL 15, CONCRETE CURB SHALL BE ALLOWED TO BE PLACED ON AN APPROVED SOIL SUBGRADE OR AGGREGATE BASE PROVIDED THAT THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE ENGINEER. THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR. vi) THE ENGINEER RESERVES THE RIGHT TO SUSPEND ALL CONCRETE CURB PLACEMENT OPERATIONS IF, IN THE OPINION OF THE ENGINEER, THAT PREVAILING WEATHER CONDITIONS AND/OR THE CONDITION OF THE SUBGRADE AND/OR THE AGGREGATE BASE MAY RESULT IN SUBSTANDARD CONCRETE CURB PLACEMENT, CURING AND FINISHING. D) PLACEMENT i)CONCRETE CURB SHALL BE PLACED IN ACCORDANCE WITH SECTION 502.09, 502.12 AND 605.04(C) AND 605.04(D) OF THE STANDARD SPECIFICATIONS. ii) CURB MACHINES MAY BE UTILIZED IN ACCORDANCE WITH SECTION 605.04(C) AND 605.04(H) OF THE STANDARD SPECIFICATIONS PROVIDED THAT THE EQUIPMENT CONFORMS TO THE REQUIREMENTS OF SECTION 508 OF THE STANDARD SPECIFICATIONS. iii) FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 605.04(B) OF THE STANDARD SPECIFICATIONS. iv) FORMS SHALL BE REMOVED IN ACCORDANCE WITH SECTION 502.16 AND 605.04(B) OF THE STANDARD SPECIFICATIONS. E) JOINTS i)JOINTS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 503 AND 605.04(E) OF THE STANDARD SPECIFICATIONS. ii) JOINTS SHALL BE INSTALLED AT INTERVALS OF 10 -FEET OR LESS; 5 -FOOT OR LESS ALONG RADII. JOINTS IN INTEGRAL CURB AND SIDEWALKS SHALL BE LOCATED AT THE SAME LOCATION AS THE JOINTS IN THE ADJOINING SIDEWALK. JOINTS MAY BE SAWED OR TOOLED TO A MINIMUM DEPTH OF %-INCH. iii) PREFORMED EXPANSION JOINTS SHALL BE PLACED AT INTERVALS OF 50 -FEET OR LESS, AT ALL CASTINGS, THE BEGINNING AND END OF ALL CURB RETURNS, THE END OF EACH DAYS WORK AND WHERE ABUTTING EXISTING CONSTRUCTION. IN ADDITION TO THESE REQUIREMENTS, EXPANSION JOINTS IN INTEGRAL CURB AND SIDEWALKS SHALL BE LOCATED AT THE SAME LOCATION AS THE EXPANSION JOINTS IN THE ADJOINING SIDEWALK. F) FINISHING AND CURING i)THE CONCRETE CURB SHALL BE FINISHED AND CURED IN ACCORDANCE WITH SECTION 502.14, 502.15, 504 AND 605.04(F) OF THE STANDARD SPECIFICATIONS. ii) CURING COMPOUND SHALL BE APPLIED TO ALL EXPOSED SURFACES ON SLIP -FORMED CONCRETE CURB. FOR FORMED CONCRETE CURB, CURING COMPOUND SHALL BE APPLIED TO ALL EXPOSED SURFACES INCLUDING SIDES AFTER ANY FORMS ARE REMOVED. iii) THE CONCRETE CURB SHALL BE ALLOWED TO CURE FOR A MINIMUM OF 5 -DAYS PRIOR TO COMMENCING BACKFILLING OPERATIONS ADJACENT TO THE CONCRETE CURBING. G) BACKFILLING i)THE SPACES ADJACENT TO THE CONCRETE CURB SHALL BE BACKFILLED IN ACCORDANCE WITH SECTION 605.04(G) OF THE STANDARD SPECIFICATIONS ONLY AFTER THE CONCRETE CURBING IS INSPECTED AND ACCEPTED BY THE ENGINEER IN ACCORDANCE WITH SECTION 5 OF THIS POLICY. ii) BACKFILLING OPERATIONS SHALL BE COMPLETED PRIOR TO OPENING THE AREA TO REGULAR CONSTRUCTION TRAFFIC. 5) INSPECTIONS A) ALL MATERIALS FURNISHED AND EACH PART OR DETAIL OF THE WORK WILL BE SUBJECT TO INSPECTION PER SECTION 105.10 OF THE STANDARD SPECIFICATIONS FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS. B) THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 -HOURS IN ADVANCE OF COMMENCING ANY WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY. C) THE CONTRACTOR SHALL SCHEDULE PROOFROLLS WITH THE ENGINEER A MINIMUM OF 48 -HOURS IN ADVANCE OF SUCH PROOFROLLS. D) THE CONTRACTOR AND ENGINEER WILL CONDUCT AN INSPECTION OF THE NEW CONCRETE CURBING FOR ANY DAMAGE, INCLUDING FREEZING OR RANDOM CRACKS. THE INSPECTION AND ALL NECESSARY REPAIRS SHALL BE COMPLETED PRIOR TO BACKFILLING OPERATIONS. E) SAMPLING AND TESTING OF MATERIALS, EQUIPMENT OR CONSTRUCTION WORK MAY BE REQUIRED AT THE EXPENSE OF THE CONTRACTOR AT THE DISCRETION OF THE ENGINEER FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS. SAMPLING AND TESTING SHALL CONFORM TO THE REQUIREMENTS OF THE SECTIONS OF THE STANDARD SPECIFICATIONS APPLICABLE TO THE PORTION OF THE WORK SUSPECTED TO BE NON-COMPLIANT OR AS DIRECTED BY THE ENGINEER. F) WHERE THE ENGINEER DETERMINES THAT IS NECESSARY TO CONFIRM COMPLIANCE WITH STANDARDS OF QUALITY OR THICKNESS, CONCRETE CURB SHALL BE CORED AND TESTED AT THE EXPENSE OF THE CONTRACTOR. THE AVERAGE THICKNESSES OF THE CURB MUST EQUAL OR EXCEED THE MINIMUM PRESCRIBED BY THE APPROVED CONSTRUCTION DOCUMENTS. G) SUCH INSPECTIONS SHALL NOT BE CONSTRUED TO RELIEVE THE DEVELOPERS' ENGINEERS OR CONTRACTORS IN ANY WAY FROM THEIR OBLIGATIONS AND RESPONSIBILITIES UNDER THEIR CONTRACTS. SPECIFICALLY, INSPECTION BY THE ENGINEER, OR BY RETAINED ENGINEERS OR TESTING AGENCIES, SHALL NOT REQUIRE THEM TO ASSUME RESPONSIBILITIES FOR THE APPROVED CONSTRUCTION DOCUMENTS, FOR ANY MISINTERPRETATION OF THE APPROVED CONSTRUCTION DOCUMENTS BY THE CONTRACTORS DURING CONSTRUCTION, OR FOR THE MEANS AND METHODS OF CONSTRUCTION, NOR FOR SAFETY ON THE JOB SITE. H) WORK IDENTIFIED TO NOT MEET THE REQUIREMENTS OF THIS POLICY OR THE APPROVED CONSTRUCTION DOCUMENTS, UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF DEFECTIVE MATERIALS, DAMAGE THROUGH CARELESSNESS, OR ANY OTHER CAUSE FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK, SHALL BE REMOVED IMMEDIATELY AND REPLACED IN AN ACCEPTABLE MANNER AT THE CONTRACTOR'S EXPENSE. 1) IF THE CONTRACTOR FAILS TO COMPLY FORTHWITH WITH ANY ORDER MADE UNDER THE PROVISIONS OF THIS SUBSECTION, THE ENGINEER WILL HAVE AUTHORITY TO CAUSE UNACCEPTABLE WORK TO BE REMEDIED OR REMOVED AND REPLACED; TO CAUSE UNAUTHORIZED WORK TO BE REMOVED; AND TO DEDUCT THE COSTS FROM ANY MONIES DUE OR TO BECOME DUE. J) WORK DONE CONTRARY TO INSTRUCTIONS PROVIDED BY THE ENGINEER SHALL BE CONSIDERED UNACCEPTABLE AND SUBJECT TO IMMEDIATE REMOVAL AND REPLACEMENT IN ACCORDANCE WITH THE INSTRUCTIONS PROVIDED BY THE ENGINEER. 6) ACCEPTANCE A) BEFORE ACCEPTANCE OF THE CONCRETE CURB, THE ENGINEER SHALL DETERMINE IF THE IMPROVEMENTS ARE IN SUBSTANTIAL COMPLIANCE WITH THIS POLICY (EXCEPT FOR ANY VARIANCES GRANTED) AND THE APPROVED CONSTRUCTION DOCUMENTS. B) THE ENGINEER MAY, AT HIS SOLE DISCRETION, ACCEPT WORK THAT IS NOT IN CONFORMANCE WITH THIS POLICY PROVIDED THAT THE WORK IS BONDED FOR A PERIOD GREATER THAN THREE YEARS. THE ENGINEER SHALL ESTABLISH THE EXTENDED BONDING REQUIREMENT. AMERICAN S TRUCTUREPOINT INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.5580 1 FAX 317.543.0270 www.structurepoint.com 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 REVISION SCHEDULE NO. DESCRIPTION DATE 1 CITY COMMENTS 01/28/2016 2 TAC COMMENTS 04/13/2016 Project Number 2014.00194 CITY OF CARMEL SPECIFICATIONS C620 2014.00194. CE. C620. SPEC. dwg (1) Cla-k (3) Ame-x- (1) Que-r—\ LMIITED ACCESS RIGHT-OF-WAY LINE PER INSTR. No. 2014006009 (1) Cla-k (1) Lir-t PINNACLE POINTE MEDICAL ASSOCIATES, LLC NO. ••80 : • . . AMIN ar (85) Ech-x�r • - • • . • ��:� —; � � �►fie, - - • (13) Pot -f Q (2) Cla-k (15) Cle-a �,�Z° (1) Cer-c J (10) Pot -f Q (3) Gin -p . J (42) Spo-h o a (f0) Ite-v (2) Cer-c Q� (27) Deu-g a • • Q+ a + (10) Cle-a (9) Pot -f . p• (6) Fot-g (20) Ach-m (10) Ite-v (23) Deu-g e (10) Cle-a (8) Pot -f (8) Aro-a (42) Spo-h (26) Bux-x F--(49) Spo- (10) Ite-� (22) Deu 5 Rhu-a (1) Ulm -a n • _ a � (57) Hem -x s•. i - INDIANAPOLIS, IN 46250 2. All materials are subject to the approval of the Landscape Architect and Owner at any time. Landscape Architect r / approval by the Landscape Architect before planting. On-site adjustments may be required. Plants are to be freshly dug. Transporting of plants shall be done in a manner as to not destroy the natural shape, compromise the /00' �\ (10) Rhu-a )) Rhu-a (4) Gle-x Pla-x (5) Rhu-a (1) Ulm -a (18) Tax -x (1) Ulm -a (6) Rhu-a (7) Gin -p —(5) Rhu-a (12) Jun -v— /—(18) Jun -v —(1) Ulm -a (8) Mal -x l (12) Tax-x� ( h •a (3) Pic -d Tree Protection Fence, Refer to Detail on Sheet C701 25'-0" Greenbelt a C) co N M Cl) w Q O J a 0) Rhu-a ) Gle-x (10) Rhu-a Zhu -a k•tj F Ia-x (5) Rhu-a CARMEL HOTEL LLC NSTR. NO. 2014011179 • 0' 30' 60' SCALE: 1"=30' 01 0 r 0- W W CD (29) Tax -x (2) Mal -x CD - - - v 0- (3) Gin -p _ (18) Jun -v (6) Rhu-a (5) Rhu-a 3,in-p (1) Ulm -a (1) Ulm -a w W of I Q o 10 Rhu-a — F- (4) Ulm -a z II >� 31 Ile -v J (5) Rhu-a z a (1) Gle-x z a_ (1) Gle-x L_ (5) Rhu-a - (2) Ulm -a -_ - - -- (10) Ame-x10'-0" 'Landscape Buffer and (5) Rhu-a (26) Pot -f .o r (25) VIb-x (17) Tax-cl � d I ` s Rhu-a I i O Ulm -a 1 I (25) Cor -s (3) Cel -p -=_— �(2) Cer-c c- C2 Tree Protection Fence, Refer r to Detail on Sheet C701 C. in (D c GENERAL LANDSCAPE AND PLANTING NOTES CITIMARK 8604 ALLISONVILLE ROAD SUITE 250 1. Plant material to be installed and maintained by a qualified and experienced landscape installer. INDIANAPOLIS, IN 46250 2. All materials are subject to the approval of the Landscape Architect and Owner at any time. Landscape Architect to inspect all plant locations and plant bed conditions prior to installation. Stake all plant locations for review and approval by the Landscape Architect before planting. On-site adjustments may be required. Plants are to be freshly dug. Transporting of plants shall be done in a manner as to not destroy the natural shape, compromise the health, or alter the characteristics of plant materials. 3. Rootballs shall meet or exceed size standards as set forth in 'American Standards for Nursery Stock'. MAIN LEADERS OF ALL TREES SHALL REMAIN INTACT. Remove from the site any plant material that turns brown or defoliates within five (5) days after planting. Replace immediately with approved, specified material. 4. Plant counts indicated on drawings are for Landscape Architect's use only. Contractor shall make own plant quantity takeoffs using drawings, specifications, and plant schedule requirements (i.e., spacing), unless otherwise directed by Landscape Architect. Contractor to verify bed measurements and install appropriate quantities as governed by plant spacing per schedule. 5. All plant beds shall receive 3" minimum of genuine shredded hardwood bark mulch (unless otherwise noted). Apply pre -emergent herbicide as directed by the manufacturer prior to installing mulch. Seed all areas disturbed by construction activities that are not otherwise noted to receive pavement, planting bed, or other treatment. 6. The Contractor shall install and/or amend topsoil in all proposed bed areas to meet ASTM D5268 standards. Landscaper shall verify depth and quality of topsoil prior to plant installation. A minimum of 4" of topsoil is required AM ER I CAN for lawn areas; 12" for plant beds. Topsoil sources shall include the reuse of surface soil stockpiled on site, clean 0 STRUCTUREPOINT of roots, plants, sod, stones, clay lumps, and other extraneous or foreign materials larger than 1". Supplement I N C. with imported topsoil from off-site sources when quantities are insufficient. Do not obtain supplemental topsoil from agricultural land, bogs, or marshes. Inorganic amendments, organic amendments, and fertilizers shall be used to amend topsoil as needed for long-term plant health. 7260 snadeland station I Indianapolis, Indiana 46256 7. Verify all utility locations in the field prior to beginning work. Repair all damaged utilities to satisfaction of the TEL 317.547.5580 1 FAX 317.543.0270 Owner and Operating Authority at no additional cost. www.structurepoint.com 8. Install all plant material in accordance with all local codes and ordinances. Coordinate with the Owner to obtain any required permits necessary to complete work. All workmanship and materials shall be guaranteed by the Contractor for a period of one (1) calendar year after Final Acceptance. 9. Maintain all plant material for a three (3) month period from date of Substantial Completion. Maintenance shall text include pruning, cultivating, watering, weeding, fertilizing, restoring plant saucers, spraying for disease and D E S I G N insects, and replacing tree wrappings. Recommended long-term maintenance procedures shall be provided to the Owner before expiration of this period. 10. Satisfactory Seeded Lawn: At end of maintenance period, a healthy, uniform, close stand of grass has been established, free of weeds and surface irregularities, with coverage exceeding 90 percent over any 10 sq. ft. (0.92 sq. m) and bare spots not exceeding 3 by 3 inches. Reestablish lawns that do not comply with requirements and continue maintenance until lawns are fully satisfactory to the Owner. 11939 BUILDING LANDSCAPE ORDINANCE REQUIREMENTS Zoned: 8-6 33.04.F TREE DIVERSITY 60 or more new trees: max 15% of any one genus, max 15% of any one species 11939 N. MERIDIAN ST. 137 Trees x 15% = 20 Trees max per genus or species CARMEL, IN 46033 33.05.A PERIMETER BUFFERYARD North: B-6, Type A Bufferyard Required: 3 Shade or Evergreen Trees, 2 Ornamental Trees, and 15 Shrubs per 100 LF Required; where parking lot, 4 Shade Trees and 20 Shrubs per LF (see 33.05.E.1) 360 LF / 100 LF = 8 Ornamental Trees Required and Provided 360 LF - 154 LF = 206 LF / 100 LF = 7 Shade/Evergreen Trees and 31 Shrubs Required and Provided East: Secondary Parkway, Type C Bufferyard Required: 7 Shade or Evergreen Trees, 3 Ornamental Trees, and 25 Shrubs per 100 LF Required 327 LF / 100 LF = 23 Shade/Evergreen Trees, 10 Ornamental Trees, and 82 Shrubs Required South: B-6, Type A Bufferyard Required: 3 Shade or Evergreen Trees, 2 Ornamental Trees, and 15 Shrubs per 100 LF Required; where parking lot, 4 Shade Trees and 20 Shrubs per LF (see 33.05.E.1) 494 LF / 100 LF = 10 Ornamental Trees Required and Provided; ; 'SSP P. 494 LF - 296 LF = 198 LF / 100 LF = 6 Shade/Evergreen Trees and 30 Shrubs Required and Provided A .• ' �iStER£o F West: Greenbelt Required, no Bufferyard �� No 2002 �% 33.05.13 GREENBELT `.. n� See 33.06.0=��LIANP '�'Q` 4P R\ 33.05.0 STREET TREES A" " �`y`°�'` No Street Trees required due to fully paved Pennsylvania Street Right -of -Way �� EXPIRES 12!31/2017 33.05.D FOUNDATION PLANTING CERTIFIED BY Planting beds shall be S min. width, with 75% of the planting area covered with shrubs, ornamental grasses, and groundcovers ISSUANCE INDEX 33.05.E.1 PARKING LOT PERIMETER PLANTING Only where there is a Perimeter Bufferyard Type A (see 33.05.A) 12/14/2015 4 Shade Trees and 20 Shrubs per 100 LF PROJECT PHASE: North: 154 LF / 100 LF = 7 Shade Trees and 31 Shrubs Required and Provided CONSTRUCTION DOCUMENTS South: 296 LF / 100 LF = 12 Shade Trees and 60 Shrubs Required 7 Shade Trees and 5 Ornamental Trees Provided due to overhead electric lines, 60 Shrubs Provided REVISION SCHEDULE 33.05.E.2 PARKING LOT INTERIOR PLANTING NO. DESCRIPTION DATE 1 Shade tree and 5 Shrubs per 10 Parking Spaces 1 CITY COMMENTS 1/28/16 216 Parking Spaces / 10 = 22 Shade Trees and 108 Shrubs Required and Provided 2 CITY COMMENTS 3/3/16 33.06.0 US HIGHWAY 31 CORRIDOR OVERLAY ZONE Minimum 30' greenbelt with 5 Shade Trees, 3 Ornamental Trees, and 15 Shrubs or 3 Evergreen Trees per 100 LF 368 LF / 100 LF = 19 Shade Trees, 12 Ornamental Trees, and 56 Shrubs Required and Provided 33.08 INNOVATIVE LANDSCAPE DESIGN APPLICATIONS Minimum 2 applications required and Provided 1. Native Trees make up at least 75% of the total tree count 137 Tree x 75% = 103 Native Trees Required and Provided 2. Foundation planting areas are asymmetrical or curvilinear LANDSCAPING MUST BE PLANTED ACCORDING TO THE DETAILS ON SHEET C701 -SEE PLANTING DETAILS. Project Number 2014.00194 PLANTING PLAN C700 1 PLANT SCHEDULE DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME CONT CAL REMARKS Cel -p 3 Celtis occidentalis 'Prairie Pride' Prairie Pride Hackberry B & B 2.5"Cal full, strong central leader, matched Cla-k 7 Cladrastis kentukea American Yellowwood B & B 2.5"Cal full, strong central leader, matched Gin -p 17 Ginkgo biloba'Princeton Sentry' Princeton Sentry Ginkgo B & B 2.5"Cal full, strong central leader, matched Gle-x 8 Gleditsia triacanthos inermis 'Shademaster' Shademaster Honey Locust B & B 2.5"Cal full, strong central leader, matched Gym -d 2 Gymnocladus dioica Kentucky Coffee Tree B & B 2.5"Cal full, strong central leader, matched Lir-t 4 Liriodendron tulipifera Tulip Tree B & B 2.5"Cal full, strong central leader, matched Pla-x 8 Platanus x acerifolia ' Bloodgood' London Plane Tree B & B 2.5"Cal full, strong central leader, matched Que-o 3 Quercus robur'Regal Prince' Regal Prince English Oak B & B 2.5 Cal dug in spring, full, strong central leader, matched Que-r 1 Quercus rubra Red Oak B & B 2.5 Cal dug in spring, full, strong central leader, matched Tax -d 20 Taxodium distichum 'Shawnee Brave' Shawnee Brave Bald Cypress B & B 2.5"Cal full, strong central leader, matched Ulm -a 13 Ulmus americana 'Princeton' American Elm B & B 2.5"Cal full, strong central leader, matched EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME CONT CAL REMARKS Pic -d 6 Picea glauca 'Densata' Black Hills Spruce B & B min. 6' ht. full, strong central leader, matched, symmetrical FLOWERING TREES QTY BOTANICAL NAME COMMON NAME CONT CAL REMARKS Ame-x 19 Amelanchier x grandiflora 'Autumn Brilliance' 'Autumn Brilliance' Serviceberry B & B 1.5"Cal multi -stem, matched Cer-c 9 Cercis canadensis Eastern Redbud B & B 1.5"Cal multi -stem, matched Mal -x 17 Malus x 'Adirondack' Adirondack Crabapple B & B 1.5"Cal full, strong central leader, matched SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT REMARKS Aro-a 8 Aronia arbutifolia 'Brilliantissima' Brilliant Red Chokeberry/Red Chokeberry 5 gal 18" space @ 3'-0" o.c. Aro-m 9 Aronia melanocarpa 'Autumn Magic Autumn Magic Black Chokeberry 5 gal 18" space @ 5'-0" o.c. Bux-x 26 Buxus x 'Green Velvet' Green Velvet Boxwood 5 gal 18" space @ 3'-0" o.c., allow to mass Cle-a 50 Clethra alnifolia 'Hummingbird' Hummingbird Summersweet 5 gal 18" space @ 3'-0" o.c. Cor -s 25 Cornus sericea 'Cardinal' `Cardinal' Red -twig Dogwood 5 gal 18" space @ 4'-0" o.c. Deu-g 110 Deutzia gracilis 'Nikko' Nikko Slender Deutzia 5 gal 18" space @ 3'-0" o.c. Fot-g 6 Fothergilla gardenii Dwarf Fothergilla 5 gal 18" space @ 3'-0" o.c. Hyd-q 36 Hydrangea quercifolia 'Pee Wee' Pee Wee Oakleaf Hydrangea 5 gal 18" space @ 3'-0" o.c. Ile -v 40 Ilex verticillata 'Red Sprite' Red Sprite Winterberry 5 gal 18" space @ 4'-0" o.c., allow to mass-, provide 1 Jim Dandy per 5 Red Sprites Ite-v 43 Itea virginica 'Henry's Garnet' Henry's Garnet Sweetspire 5 gal 18" space @ 3'-0" o.c. Jun -v 48 Juniperus virginiana 'Grey Owl' Grey Owl Juniper 5 gal 18" spread space @ 3'-0" o.c., allow to mass Myr-p 5 Myrica pensylvanica Northern Bayberry 5 gal 18" space @ 8'-0" o.c., allow to mass Pot -f 66 Potentilla fruticosa 'Goldfinger' Goldfinger Potentilla 5 gal 18" space @ 3'-0" o.c. Rhu-a 117 Rhus aromatica 'Gro -Low' Gro -Low Fragrant Sumac 5 gal 18" spread space @ 4'-0" o.c., allow to mass Tax -x 59 Taxus x media 'Densiformis' Dense Yew 5 gal 18" space @ 3'-0" o.c., allow to mass Vib-x 25 Viburnum xjuddii Judd Viburnum 5 gal 18" space @ 5'-0" o.c. GRASSES QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT REMARKS Pan -h 42 Panicum virgatum 'Heavy Metal' Heavy Metal Switch Grass 1 gal space @ 2'-6" o.c. Sch-s 30 Schizachyrium scoparium 'The Blues' The Blues Little Bluestem 1 gal space @ 2'-0" o.c. Spo-h 133 Sporobolus heterolepis 'Tara' Tara Dwarf Prairie Dropseed 1 gal space @ 2'-0" o.c. GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT FIELD2 REMARKS Ach-m 20 Achillea millefolium 'Oertel's Rose' Oertel's Rose Yarrow 1 gal space @ 18" o.c., triangular spacing Ech-x 85 Echinacea x'Pixie Meadowbrite' Pixie Meadowbrite Purple Coneflower 1 gal space @ 15" o.c., triangular spacing Hem -x 57 Hemerocallis x 'Stella de Oro' Stella de Oro Daylily 1 gal space @ 15" o.c., triangular spacing Turf 31,989 sf Turf Seed Drought Tolerant Fescue Blend seed 0 0 o Note; All groundcover beds shall be planted 0 0 0 0 using triangular planting scheme. Refer to Planting Schedule for On -Center planting 0 0 0 dimension. Refer to Plans for Finish Grade. 3" Shredded Hardwood Bark Mulch Split Peat Pot 12" Prepared Soil; Refer to Specifications Compacted Subgrade GROUNDCOVER PLANTING Q Not to Scale U O J a � MULTI -STEM TREE PLANTING Not to Scale 3" shredded hardwood bark mulch Finish grade Slope & scarify sides of pit. Width of pit to be two times ball diameter. Excavated soil or topsoil backfill. Set root ball on undisturbed soil cone at bottom of pit. SEEDING SCHEDULE STABILIZATION PRACTICE JAN FEB. MAR APR MAY JUNE JULY AUG SEPT. OCT. NOV DEC. PERMANENT q • //// I //// • •/ / ► SEEDING TEMPORARY B C •/// ///•-► SEEDING D MULCHING A = KENTUCKY BLUEGRASS 50 TURF TYPE TALL FESCUE 30%, PERENNIAL RYEGRASS 20% PLUS 2 TONS OF STRAW MULCH/ ACRE APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ FT. B = SPRING OATS 3 BUSHEL PER ACRE C = ANNUAL RYEGRASS (1 LB PER 1000 SQ FT) D = STRAW MULCH (90 LBS PER 1000 SQ FT) • / / • IRRIGATION NEEDED DURING JUNE, JULY, AND I OR SEPTEMBER. • • IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SEED NOTE: ALL SEEDING SHALL HAVE 12-12-12 FERTILIZER APPLIED 400-600 LBS PER ACRE OR AS SPECIFIED. mmi 3" SPADE EDGE Not to Scale Existing Grade Area to Receive Hardwood Bark Mulch Topsoil (As Specified) CITIMARK 8604 ALLiSONVILLE ROAD SUITE 250 INDIANAPOLIS, IN 46250 AMERICAN STRUCTUREPOINT INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.5580 1 FAX 317.543.0270 www.structurepoint.com ,. 11939 BUILDING i -- 11939 N. MERIDIAN ST. I , CARMEL, IN 46033 �SS � ST R D4<>, No. 20027;.S i _ t ST®► 4PE� i'Aryi�� ✓tQ/�facti_ EXPIRES 12/31/2017 CERTIFIED BY ISSUANCE INDEX DATE: 12/14/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS REVISION SCHEDULE NO. DESCRIPTION DATE 1 CITY COMMENTS 1/28/16 2 CITY COMMENTS 3/3/16 Project Number 2014.00194 PLANTING DETAILS C701 2014.00194. CE. C700.LP. dwq �SS � ST R D4<>, No. 20027;.S i _ t ST®► 4PE� i'Aryi�� ✓tQ/�facti_ EXPIRES 12/31/2017 CERTIFIED BY ISSUANCE INDEX DATE: 12/14/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS REVISION SCHEDULE NO. DESCRIPTION DATE 1 CITY COMMENTS 1/28/16 2 CITY COMMENTS 3/3/16 Project Number 2014.00194 PLANTING DETAILS C701 2014.00194. CE. C700.LP. dwq