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HomeMy WebLinkAboutVINE_HEALTHARE_ADDITIONS-C2.1-SITEI I I I SIMEON HAWKINS ADDITION LOT I I UNII50F CARMEL O-ENGODI VETERANS WAY STREET PROJECT - - - - - - - - - - - - - - - - - -r - - - - - - - - - - - - - - - - - - - - - - - - - SEE ARCH PLANS FOR INTERIOR LAYOUT, AND BUILDING DIMENSIONS NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. I II B . POOR NO.SODS - REPAIR CARMEL SIDEWALK CARMEL COMMERCIAL DPoVE NATHAN HAWKINS IN SHEET SEE DETAIL ON ON SHEET C IN R/W SEE DETAIL LOT 1 SHEET CSR ON SHEET CSR IPJ N EWADA RAMP EACH NORTHSTRE�T(plat) R DRIVE St 5T. NW_ TNEW O Ex¢n Nc 1WvA KIGSPA ES - Onr •\ Tj- 51B.S.L. ESE 6"BARRIER CURB SEE I s DETAIL ON SHEET CS 2 1 u I II I LOT 14 6 J ADASIDEWAL IN SEE ETAIL CITY OF CARMEL " I II I do E40 DEwcRO INz INSTR. NO. 2017-1 M10 � ¢ J CRY OF CARMEL a _ SHEEI .f REDEVELOPMENT a COMMISSION G 0.095 SIMEON HAWKINS ADDITION I INSTR.NO. 200700]-12511 - 0, LOT 10 PARKING BLOCK RYP ) - r 180' s 18025O' L l 12.6 s8ero < 1 b I CRY OF CARMEL 1 INSTR. NO. 201 ]-10010 REKINAZ, LLC NO. 20039945 I I I I SIMEON HAWKINS ADDITION LOT 1 1 1 - - - - - - - - - - - - _ - 10' ALLEY _ _ _ _ _ _ _ _ _ -- LEGEND S® W STORM INLETS 1' PROPOSED CONTOUR LINE ® STORM MANHOLE 5• PROPOSED CONTOUR LINE if SOIL BORING ��-�------ 1• EXISTING CONTOUR LINE 0 UTILITY POLE 5• EXISTING CONTOUR LINE p9 WATER VALVE - GAS EXISTING GAS LINE (D PHONE MANHOLE PROPERTY LINE • UTILITY PEDESTAL _ _ ADJOINER/SECTION LINE FIRE HYDRANT O MANHOLE -'-'- RIGHT-OF-WAY LINE - CENTERLINE `CO CLEAN OUT OW WATER METER SETBACK LINE ( LIGHT POLE EASEMENT BOLLARD E EXISTING UNDERGROUND ELECTRIC LINES ELECTRIC METER oHP EXISTING OVERHEAD UTILITY LINES OC GAS METER + EXISTING UNDERGROUND PHONE pd GAS VALVE TO EXISTING TELECOMMUNICATIONS w EXISTING WATER LINE EXISTING SIDEWALK PAVERS SANITARY SEWER LINE - - - - STORM SEWER EXISTING CONCRETE SAW CUT -••••••- FLOW LINE w mmmmmmmmm PROPOSED WATER LINE PROPOSED ASPHALT SEE DETAIL 2/C6 PROPOSED SANITARY SEWER LINE PROPOSED BUILDING ADDITION AmmmmmmmmA c Ammmmmmmmm PROPOSED STORM SEWER PROPOSED GAS SERVICE AmmmmmmmmA E Ammmmmmmmm PROPOSED UNDERGROUND ELECTRIC MEN CONSTRUCTION LIMITS mmmmmmmmm FO mmmmmmmmm PROPOSED FIBER OPTIC RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel ((�� �vm�31lD1nrJnDAaL DATE: \ 09/24/19 a CONCRETE NOTES 1. ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCE CONCRETE": COMPLY WITH APPLICABLE Q SITE DATA: PROVISIONS EXCEPT AS OTHERWISE INDICATED. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY 2. EMPLOY ACCEPTABLE TESTING LABORATORY TO PERFORM MATERIALS EVALUATION, TESTING AND RIGHT -OF-WAY SHALL CONFORM TO THE REQUIREMENTS ZONED OT-OL DESIGN OF CONCRETE MIXES. 3. PERFORM SAMPLING AND TESTING DURING CONCRETE PLACEMENT, AS FOLLOWS: OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR T AREA 474 A. AIR CONTENT ASTM C 173 ONE FOR EACH SET OF COMPRESSIVE STRENGTH SPECIMENS 6% SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO PROPOSED BUILDING AREA (FOOTPRINT) 11,517 SO. FT. MINIMUM ON ALL CONCRETE EXPOSED TO FREEZING OR THAWING. SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE DISTURBED AREA 6.9005 SQ. F. B. COMPRESSIVE STRENGTH ASTM C 39, ONE SET OF EACH 50 CU. YDS. OR FRACTION THEREOF EACH CLASS OF CONCRETE; ONE SPECIMEN TESTED AT 7 DAYS, ONE SPECIMEN TESTED DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF EXISTING PARKING 7 AT 28 DAYS, AND ONE RETAINED FOR LATER TESTING IF REQUIRED. NOTIFICATION REQUIREMEN REQUIRED INSPECTIONS FOR PROPOSED ADA PARKING 1 C. WHEN THE TOTAL QUANTITY OF GIVEN CLASS OF CONCRETE IS LESS THAN 50 CU. YDS. , CERTAIN STAGES OF THE WORK AND TO REVIEW THE TOTAL ONSITE PARKING 10 STRENGTH TESTS MAY BE WAIVED BY ENGINEER IF FIELD EXPERIENCE INDICATES EVIDENCE OF STREET PARKING 4 SATISFACTORY AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK D. EST RESULTS WILLBEREPORTED IN WRITING TO ENGINEER OR GENERAL CONTRACTOR. WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. MINIMUM FRONT YARD SETBACK 0' CONTACT THE CONCRETE PRODUCER WITHIN 24 HOURS AFTER TESTS ARE MADE. MINIMUM REAR YARD SETBACK 15* 4. CONCRETE FOR PAVEMENT, FOUNDATION, SLABS, WALKS, PATIOS, AND CURBS SHALL HAVE A 28 MINIMUM SIDE YARD SETBACK 10• DAY COMPRESSIVE STRENGTH OF NOT LESS THAN 4,000 PSI FOR ALL EXTERIOR POURED CONCRETE. - - - - - - EXISTING BUILDING (FOOTPRINT) 21203 SOFT. 5. MIX DESIGN MAY BE ADJUSTED WHEN MATERIAL CHARACTERISTICS JOB CONDITIONS WEATHER IMPERVIOUS AREA SCUFF. TEST RESULTS OR OTHER CIRCUMSTANCES WARRANT. DO NOT USE REVISED CONCRETE MIXES LOT COVERAGE 3% 73% UNTIL SUBMITTED TO AND ACCEPTED BY ENGINEER. 6. PORTLAND CEMENT ASTM C 150, TYPE AS REQUIRED. 7. ASTM C 33, EXCEPT LOCAL AGGREGATES OF PROVEN CURABILITY MAY BE USED WHEN In ACCEPTABLE TO ENGINEER. USED EVENLY MIXED SIZES OF AGGREGATE UP TO 1h MINIMUM 5L� - - - p- 9. AIR -ENTRAINING ADMIXTURE: ASTM C 260. G -PENDANT „DIG SAFELY" 10. WATER -REDUCING ADMIXTURE: ASTM C 494; TYPE AS REQUIRED TO SUIT PROJECT CONDITIONS. SIGNT - - - _ _ ONLY USE ADMIXTURES WHICH HAVE BEEN TESTED AND ACCEPTED IN DESIGNS. COAAPLiscrvio coMPLr wmJ SIGN UDO - - 11. RE PROVIDE FORM MATERIALS WITH SUFFICIENT STABILITY TO WITHSTAND PRESSURE OF PLACED LIL: FRONT (1) COVERED BIKE Q C ADDITION SPACE UNDER - AWNING, SEE DETAIL Q TIN 17C6 REAL ORI I A O KY 1,7L c G z e rveWA"N' aLL ANSI To Z•>., IN WALK HE o O NO 5132 N)sS sH. Lg,g ARCI--I� a " O Lfl LU w'o 6' O O o _ _ ?' 2 UOj z._ EXBoi Waco ADA RAMP 17 B.SL-FAO H CC DNRS p C¢ aC 03�' 4 W11165,00 NEW STAIRS TO NEW [3)BIKE SPACE SEE C TX13'CONCRETE DETAIL VC6© PORCH ISEE ARCH ORIGINAL TOWN OF BETHLEHAM NOW CARMEL LOT 13 I I 1 SITE NOTES- I I. SITE INFORMATION WAS TAKEN FROM KEELER-WEBB ASS., DATED 05/09/2018. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING SITE CONDITIONS PRIOR TO STARTING WORK. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND /OR STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 3. THE PLUMBING CONTRACTOR SHALL CONSULT WITH THE LOCAL WATER COMPANY, PROVIDE ALL MATERIALS AND LABOR, AND PAY ALL COSTS NOT BORNE BY THE LOCAL WATER COMPANY TO PROVIDE ANY NEW WATER SERVICE. 4. THE PLUMBING CONTRACTOR SHALL CONSULT WITH THE LOCAL GAS COMPANY, PROVIDE ALL MATERIALS AND LABOR, AND PAY ALL COSTS NOT BORNE BY THE LOCAL GAS COMPANY TO PROVIDE ANY NEW GAS SERVICE. 5. THE ELECTRICAL CONTRACTOR SHALL CONSULT WITH THE LOCAL POWER COMPANY, PROVIDE ALL MATERIALS AND LABOR, AND PAY ALL COSTS AND FEES NOT BORNE BY THE LOCAL POWER COMPANY TO PROVIDE ANY NEW UNDERGROUND ELECTRICAL SERVICE. 6. THE ELECTRICAL CONTRACTOR SHALL CONSULT WITH THE LOCAL TELEPHONE COMPANY, AND SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED WHICH ARE NOT BORNE BY THE TELEPHONE COMPANY TO PROVIDE ANY NEW TELEPHONE SERVICE. 7. UNDERGROUND WATER MAIN EXTENSION SERVICE SHALL BE AWWA C900 PVC OR DUCTILE IRON. DOMESTIC WATER LATERAL SERVICE SHALL BE TYPE 'K' COPPER. (OR APPROVED EQUAL PER LOCAL WATER COMPANY). 8. THE INCOMING WATER SERVICE SHALL BE INSTALLED WITH A MINIMUM OF 54" OF COVER. 9. ALL UTILITY SERVICE LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL THE LATEST APPLICABLE CODES AND TO EACH UTILITY'S AND/OR CITYS STANDARDS. 10. USE COMPACTED GRANULAR FILL WHEN UTILITY LINES ARE PLACED UNDER WALKS AND DRIVEWAYS. II. SOIL BORINGS HAVE NOT BEEN PERFORMED AT THIS TIME. PAVEMENT DESIGN 15 BASED ON AN ASSUMED SOIL BEARING PRESSURE OF 1500 P.S.I. 12. PROVIDE SLEEVES FOR MECHANICAL WORK AS REQUIRED. 13. NOTIFY ENGINEER AT LEAST 1 DAY (24 HOURS) PRIOR TO PLACING ANY CONCRETE. 14. AREAS BETWEEN CURBING, SIDEWALKS, PAVING AND BUILDING SHALL BE FILLED WITH 4" OF TOPSOIL SUITABLE FOR LANDSCAPING. 15. SEE THIS SHEET FOR EXTERIOR CONCRETE SPECIFICATIONS. 16. SEE THIS SHEET FOR SANITARY SEWER LATERAL SPECIFICATIONS AND REQUIREMENTS. 17. THIS STRUCTURE SHALL COMPLY WITH A.DA 2010. 18. ALL EDGE OF PAVEMENT RADII ARE 5 FEET UNLESS OTHERWISE NOTED. I9. IF ACTIVE UTILITIES ARE ENCOUNTERED BUT NOT SHOWN ON THE DRAWINGS, THE ENGINEER SHALL BE ADVISED BEFORE WORK IS CONTINUED. 20. INACTIVE AND ABANDONED UTILITIES ENCOUNTERED IN EXCAVATING AND GRADING OPERATIONS SHALL BE REPORTED TO THE ENGINEER. THEY SHALL BE REMOVED, PLUGGED OR CAPPED AS DIRECTED BY THE UTILITY COMPANY AND THE ENGINEER. 21, CONTRACTOR TO INSTALL KNOX-BOX AT A LOCATION ADJACENT TO MECH/SPRINKLER ROOM. COORDINATE LOCATION, TYPE AND STYLE WITH CARMEL FIRE DEPARTMENT. CONCRETE WITHOUT BOW OR DEFLECTION. 12. DEFORMED REINFORCING BARS: ASTM A 615. GRADE 60. UNLESS OTHERWISE INDICATED. HIM, 13. WELDED WIRE FABRIC: ASTM A 185. 14. JOB SITE MIXING: USE DRUM TYPE BATCH MACHINE MIXER, MIXING NOT LESS THAN 1-1/2 MINUTES FOR ONE CU. YD. OR SMALL CAPACITY. INCREASE MIXING TIME AT LEAST 15 SECONDS FOR EACH ADDITION CU. YOU OR FRACTION THEREOF. 15. READY MIX CONCRETE: ASTM C 94 UNION STATE BANK STATE 16. CONSTRUCT FORM WORK SO THAT CONCRETE MEMBERS AND STRUCTURES ARE OF CORRECT DEED BOOK 23PAGE 1]5 SIZE, SHAPE,ALIGNMENT,ELEVATION AND POSITION. 17. CLEAN AND ADJUST FORMS PRIOR TO CONCRETE PLACEMENT. APPLY FORM RELEASE AGENTS OR WET FORMS AS REQUIRED. RETIGHTEN FORMS DURING CONCRETE PLACEMENT IF REQUIRED i0 "IT'S THE LAW" ELIMINATE LEAKS. ORIGINALTOWNC OF BETHLEHAM OWL BC81 r0u GAG I8. SATISFACTORY SOIL MATERIAL SHALL FREE CLAY, ROCK OR GRAVEL LARGER THAN 2' IN NOW CARMEL l I ZE RI ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIAL VEGETABLE AND OTHER DELETERIOUS ORGANIC LOT Ali MATTER. SOIL SHALL CONSIST OF N LOW PLASTIC (P1 20) MATERIAL. NA STATE TE LAW CS-1- PER NOMNA STHEE 19. RALLY OR SUB -BASE MATERIAL: SHALL BE NATURALLY OR ARTIFICIALLY GRADE MIXTURE OF NATURAL OR I IS AGVNST ME TAW 10 ExGV>IE LAW O EXCAVATE WITHOUT NOUP,NG THE UNDERGROUND CRUSHED GRAVEL, CRUSHED STONE, CRUSHED SLAG, NATURAL OR CRUSHED SAND. LOCATION SERIACE TWO (2) WORKING DAYS 20. BARRICADE OPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND POST WITH WARNING BEFORE COMMENCING WORK. LIGHTS. P xm� .�°,K>•I - - - - - - - CALL 1-800-sez-ssrM Lo schem k 21. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY EARTHWORK OPERATIONS. 22. FORM CONCRETE SUCH THAT FAVORABLE DRAINAGE OCCURS TO STORM DRAINS, STAIRWELL I DRAINS, AND/OR PARKING LOTS. NO DRAINAGE SHOULD OCCUR TOWARDS THE FOUNDATION OF I BUILDING WALLS. 23. MINIMUM CONCRETE COVER SHALL BE 3" FOR REINFORCING STEEL IN ACCORDANCE WITH (ACI 318-83). UNION STATE BANK 24. CENTER ALL FOOTINGS ON WALL PIER OF COLUMN ABOVE UNLESS OTHERWISE NOTED. DEED BOOK 335, PAGE 154 25. REINFORCEMENT IN GRADE BEAMS SHALL BE CONTINUOUS. HORIZONTAL OVERLAP SPLICES SHALL BE A MINIMUM OF 24". 26. PROVIDE CORNER BARS AT ALL CONCRETE GRADE BEAM CORNERS TO BE OVERLAPPED WITH THE I OUTSIDE FACE HORIZONTAL BARS. CORNER BARS ARE TO MATCH THE OUTSIDE FACE HORIZONTAL BARS IN SIZE, GRADE, AND SPACING. ORIGINAL TOWN OF BETHLEHAM 27. PIER REINFORCEMENT SHALL BE DOWELED TO THE FOOTINGS. PROVIDE DOWELS EQUAL IN SIZE. NOW CARMEL NUMBER AND GRADE TO THE PIER REINFORCEMENT. DOWELS SHALL BE OVER -LAPPED WITH THE LOT 2 PIER FOOTING DOWELS AND HAVE A FULL COMPRESSION LAP SPLICE WITH THE WALL STEEL. 28. WELDING, INCLUDING TACK WELDING, OF REINFORCED STEEL IS PROHIBITED. WELDING OF REINFORCING STEEL WILL BE PERMITTED ONLY BY WRITTEN APPROVAL OF THE ENGINEER, 29. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ANCHOR BOLTS, CHARTERS, AND OTHER DETAILS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 30. FOOTINGS SHALL BEAR ON UNDISTURBED MATERIAL. ANY UNSUITABLE MATERIAL SHALL BE REMOVED. ALL FOOTING EXCAVATIONS SHALL INSPECTED INDEPENDENT SOILS - - - - - - - ENGINEER AT DIRECTION OF GENERAL CONTRACTOR BEFORE CONCRETE IS PLACED. 31. SOILS EXPOSED IN THE BASES OF ALL SATISFACTORY FOUNDATION EXCAVATIONS SHALL BE PROTECTED AGAINST ANY DETRIMENTAL CHANGE IN CONDITIONS SUCH AS DISTURBANCE, RAIN OR FREEZING. SURFACE RUNOFF SHALL NOT BE ALLOWED TO ENTER THE EXCAVATION. - - 32. PROVIDE CONSTRUCTION, ISOLATION AND CONTROL JOINTS AS INDICATED ON CIVIL OR STRUCTURAL SHEETS. 33. ALL EXTERIOR CONCRETE SHALL BE FINISHED WITH A LIGHT BROOM FINISH FOR FLOOR SLABS WHICH SHALL HAVE A STEEL TROWEL FINISH PER NOTESESAND DETAILSS ON ON STRUCTURAL OR ARCHITECTURAL SHEETS. I 34. THE CONTRACTOR SHALL PROVIDE SPECIFICATIONS AND MANUFACTURERS DATA FOR CONCRETE SEALER, JOINT FILLER, AND CURING COMPOUND FOR ALL FLOOR SLABS, TO THE ENGINEER PRIOR ASPHALT PAVEMENT SPECIFICATIONS TO INSTALLATION FOR APPROVAL. 35. ALL SOFT, YIELDING OR OTHER UNSUITABLE MATERIALS ENCOUNTERED DURING ANY PHASE OF THE PAVING CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING: SUBGRADE CONSTRUCTION SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. THE REPLACEMENT MATERIAL SHALL FILL THE UNSTABLE AREA FOR THE ENTIRE DEPTH OF THE 1. THE AREA TO BE PAVED SHALL BE CLEARED OF ALL ROCK, DEBRIS, ROOTS AND VEGETATION. COMPACTED SUBGRADE AND MEET THE SUBGRADE COMPACTIONS REQUIREMENTS. THE SUBGRADE AN APPROVED SOIL STERILANT SHALL BE UTILIZED TO PREVENT THE GROWTH OF WEEDS. SHALL BE SHAPED TO THE TRUE LINES AND GRADE AS SHOWN ON THE PLANS. 36. THE SUBGRADE SHALL BE COMPACTED TO 95% LABORATORY DENSITY AS DETERMINED BY AASHTO 2. ALL SOFT, YIELDING OR OTHER UNSUITABLE MATERIALS ENCOUNTERED DURING ANY PHASE OF METHOD T-99. SUBGRADE CONSTRUCTION SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. THE 37, THE SUBGRADE AND FINISH PAVING SHALL BE TESTED BY AN APPROVED TESTING COMPANY AT REPLACEMENT MATERIAL SHALL FILL THE UNSTABLE AREA FOR THE ENTIRE DEPTH OF THE THE DIRECTION OF THE GENERAL CONTRACTOR FOR UNIFORM SMOOTHNESS DENSITY AND GRADE. COMPACTED SUBGRADE AND MEET THE SUBGRADE COMPACTION REQUIREMENTS. THE SUBGRADE SHALL BE SHAPED TO THE TRUE LINES AND GRADE AS SHOWN ON THE PLANE. SANITARY SEWER LATERAL NOTES 3. THE SUBGRADE SHALL BE COMPACTED TO 95% LABORATORY DENSITY AS DETERMINED BY ASSRTO 1. SANITARY SEWER LATERAL CONSTRUCTION SHALL CONFORM TO CLAY TOWNSHIP REGIONAL METHOD T-99. WASTE'S(CTRW) WASTEWATER SEWER SPECIFICATIONS AND SHALL PREVAIL AS TO MATERIALS AND METHODS OF CONSTRUCTION. 4. THE SUBGRADE AND FINISH PAVING SHALL BE TESTED BY AN APPROVED TESTING COMPANY FOR UNIFORM SMOOTHNESS, DENSITY AND GRADE. 2. SANITARY SEWER LATERALS SHOWN WERE DESIGNED WITH PVC PIPE IN ACCORDANCE WITH (SDR 26) AND SLOPE A MINIMUM OF I FEET/100 FEET. 5. SLOPE PAVEMENT 0.75% (MIN.) TO INSURE PROPER SURFACE DRAINAGE. 3. ALL PVC JOINTS SHALL BE PREMOLDED, MANUFACTURED AND INSTALLED IN ACCORDANCE WITH 6. THE HOT MIX ASPHALT BASED MAY BE PLACED DIRECTLY ON THE PREPARED SUBGRADE IN ONE ASTM C-425-6 OT. LIFT FOR THE BASE COURSE TO THE REQUIRED COMPACTED THICKNESS AS SPECIFIED IN LOCAL STREET STANDARDS. 4. WHERE WATER LINES AND SANITARY SEWER LINES RUN PARALLEL WITH ONE ANOTHER, A MINIMUM OF 10 FEET HORIZONTAL SEPARATION SHALL BE MAINTAINED. 7. THE HOT MIX ASPHALT BASE AND SURFACE SHALL BE PLACED IN ONE LIFT TO THE TRUE LINE AND GRADES AS SHOWN ON THE PLANS. THE PAVING MIXTURE SHALL BE PLACED AND 5. NO ROOF DRAINS, FOOTING DRAINS AND/OR SURFACE DRAINS MAY BE CONNECTED TO THE COMPACTED AT A TEMPERATURE BETWEEN 250 F. (121 C) AND 300 F. (149 C). SANITARY SEWER SYSTEM INCLUDING TEMPORARY CONNECTIONS DURING CONSTRUCTION. 8. THE PAVING MIXTURE SHALL BE TRANSPORTED TO THE JOB SITE IN CLEAN WELL -COVERED 6. BUILDING SHALL BE SERVICED BY A 6" MINIMUM SANITARY SEWER LATERAL. THE ENDS SHALL TRUCKS WITH SMOOTH DUMP BEDS. THE BASE AND SURFACE MIXTURES ARE TO BE PLACED WITH BE PLUGGED AND SEALED WITH WATER TIGHT PLASTIC DISC. WYES ARE TO BE TILTED UP 45 SELF CONTAINED. POWER PROPELLED PAVERS CAPABLE OF PLACING THE MIX TO THE REQUIRED DEGREES FROM HORIZONTAL, WITH SUITABLE FITTINGS FOR ALL CHANGES IN DIRECTION. DIMENSIONS AS SHOWN ON THE PLANS. 7. CLEAN OUTS SEE DETAILS IN CTRW STANDARDS SHALL BE PROVIDED EVERY 100 LINEAL FEET 9. ASPHALT GRADE SHALL BE DETERMINED BY ITS ABILITY TO SATISFACTORY COAT THE AGGREGATE, OF LATERAL AND AT EACH BEND GREATER THAN 45 DEGREES. RESIST RUTTING AND REMAIN STIFF DURING HIGH TEMPERATURES AND SUSTAIN FREEZE/THAW CYCLES IN ADDITION TO THE CONSIDERATIONS OF ANTICIPATED WEATHER, MIXING PROCESS AND CURING RATE. IQ SEE DETAIL 2 SHEET C6 FOR PAVEMENT CROSS -SECTIONS. 11. ALL PROPOSED ASPHALT PAVEMENT AS SHOWN SHALL BE CONSTRUCTED IN COMPLIANCE WITH INDOT STANDARD SPECIFICATIONS, LATEST EDITION. 12. ALL PARKING STRIPING AND ADA AREAS SHALL BE MARKED WITH A DURABLE NONSHRINK, WHITE POINT TO BE APPROVED BY THE ENGINEER. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY/INDOT AT THE COMPLETION OF THE PROJECT. THE CONTRATOR 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. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF THE RIGHT-OF-WAY LINE. Ji PROPOSED SITE PLAN IF GRAPHIC SCALE O an w 43 eo 100 ( IN FEET ) inch = 20 ft STATE OF e "SSYONAL z0© O U z O z O w a K LL w a O z m z K w w 2 O U Q < UU LUI LU IEJIj m m Q Jib ckN N N ® O � ro L� m U OQJ E � a O o W F wo a . WUP�= a V aLJ aw W I- Z LLI U o U CZ7 O N LI win z O OS 0 w ,TcN 07 P Z �MJP ORS � Z EvUa Z W QO Dc 0 4 z UJ 2 0 J z W Q Wz mw ID_ W 012 �Z Z Q ID_ T U DRAWN BY: TEN CHECKED BY: ALD PROJECT No. 1805-008 SHEET No. C2 e 1 i