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HomeMy WebLinkAbout05020008.12NEENAH R- 1642 -A COVER WITH NEENAH R- 1712 -B -SP FRAME WITH SELF - SEALING APPLICATION OR EQUAL PER SECTION 5.04 (G). 2 CONCEALED PICKHOLES ®180' (N9204 -A OR CITY APPROVED EQUAL) CITY OF CARMEL STANDARD MANHOLE LID ELF- SEALING" 'PLICATION HINED BEARING SURFACE (ULFLNDLN I UI•'UN U.U. UY RING SECTION IN USE) SECTION 'A- V SANITARY SEWER MANHOLE FRAME & COYER- STANDARD MANHOLE NO SCALE DIAMETER EXTRUDABLE FIAr rvr ­ GASKET MATERIAL IN EACH PLAN KEYWAY (SEE SECTION "A -A "). PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING IOMINAL 1/2" BUM RUBBER IASE EXTRUDABLE PREFORMED IASKET MATERIAL (TYPICAL). ;EE SPECS. 13/1 1/2" THICK KENT SEAL AST CONCRETE GASKET DETAIL ADJUSTING RING OR FLANGE OF CASTING 30 -1 8" DIA. 27 -7/8" DIA. 1/4" 5/8" 1/4" 6" 1/4 1" 1/4 27 -1/2" DIA. 30 -1/2" DIA. SECTION •A -A' RISER RING THICKNESS 4 " -12" O.D. 34" OR 36" ADJUSTING RING DETAIL NO SCALE SANITARY SEWER BENCH SLOPE =1/2" PER FOOT STANDARD MANHOLE BENCHES NO SCALE MH FRAME AND COVER NEENAH R- 1642 -A, OR EQUAL PRECAST CONCRETE ADJUSTER RINGS 4" MIN - 12" MAX SEE ADJUSTING RING DETAIL KENT SEAL BETWEEN CASTING 8" MIN. AND ADJUSTING RINGS BUTYL RUBBER BASE 12" MAX. EXTERIOR �1B�/ACKPLAS//TER 5" MIN. 5" MIN. MINERHICKrIESS FIR M 6 2' -0" 2" BELOW TOP OF CONE TO CASTING, PER SPECS. REINF. CONCRETE ECCENTRIC CONE SECTION ASTM C478 TYPE I - 4' -0" DIA. FO SEWERS 18" & SMALLER NOTE: 5' -0" DIA. MANHOLES REQUIRE POLYPROPYLENE TYPE II - TRANSITION SECTIONS. COATED STEEL 5' -0" DIA. FOR SEWERS 21" NOTE: THROUGH 30" BUTYL RUBBER BASE 0 -RING GASKET BETWEEN EXTERIOR TO BE PLACED ALL RISER AND CONE SECTIONS ON ALL OUTSIDE JOINTS PLUS 1/2" EXTRUDABLE GASKET OF MANHOLE (KENT SEAL OR EQUAL) 16" TYP. MINIMUM 1/2" +_ - PRECAST BASE SECTION PER FOOT SLOPE ASTM C478 24" MAX. NOTE: k?Oi 4 TAR ENTIRE EXTERIOR OF ALL � SANITARY SEWER PRECAST °P AO CONCRETE SECTIONS FROM FRAME TO BASE. #4 ® 12" O.C. -B.W. 3" MIN - 6" OR 8" PER SECTION 5.04E 3" MIN BED BASE SECTION IN 4" (_MIN_ .) CLASS "B" CONC. OR COMPACTED GRANULAR BEDDING MATERIAL, CONFORMING INDOT 903.02, SIZE NO. 8 NOTE: PREFORMED BITUMEN SEALS, KENT SEAL OR EQUAL, MAY BE USED BETWEEN ADJUSTING RINGS IN LIEU OF MORTAR. TYPE 1 & 11 MANHOLES D SCALE SIZE "W" "U " ** "T" 6" 2' -6" 2' -0" 4" 8" 2' -6" 2' -1" 4" 10" 2' -6" 2' -3" 4" 12" 2, -9" 2' -5" 4" 15" 3' -0" 2' -8" 5" 18" 3' -6" 3' -0" 5" 21 3' -11" 3' -4" 6" 24" 4' -3" 3' -8" 6" 2?" 5' -6" 3' -11" 6" 30" 5' -9" 4' -4" 6" 36" 6' -3" 5' -2" 6" 42." 6'-1 l" 8" 48 7' -4" 9" 54" 8' -0" 9" 60" 8' -6" 9" 66" ' 9' -1" 9" 72" 9' -8" 10" 78" I 10' -3" 10" 1' -0" MINIMUM UNDISTURBED GROUND TRENCH SCHEDULE ** TABLE IS FOR ASTM D -3034, WALL THICKNESS CLASS SDR 35 FOR 6 " -15" AND ASTM F -679 WALL THICKNESS CLASS T -1 FOR 18 " -36 ". FOR OTHER FLEXIBLE PIPES, MINIMUM TRENCH WIDTH "U" SHALL MEET MANUFACTURER'S REQUIREMENTS. MATCH EXISTING PAVEMENT MATERIAL AND THICKNESS EXISTING PAVEMENT, SAW A APPROVED EXCAVATED MATERIAL IN UNPAVED CUT STRAIGHT EDGE A AREAS UNLESS OTHERWISE DIRECTED il -11 NOTE: UNDER EXISTING SEWERS, WATER II- 11111) I IIIII L LINES, GAS LINES, TELEPHONE CABLE AND ELECTRICAL CONDUITS, BACKFILL IIIII I WITH GRANULAR BEDDING MATERIAL TO SPECIAL BACKFILL UNDER IIIII T THE CENTERLINE OF THE EXISTING PAVEMENT, DRIVES, WALKS - -I II U UTILITY LINES. OR WHERE ORDERED TAMPED I III I IN 6" LAYERS SPECIAL I o BACKFILL SHALL CONFORM I IIII IIII o TO INDOT 211.02b IIIII -II 11 F FOR FLEXIBLE PIPE WITH SOLID OR PROFILE WALLS, GRANULAR BEDDING MATERIAL SHALL BE PLACED AND HAND TAMPED IN 6" LAYERS *NOTE: "W "* or "U" AT "W" IS THE MAXIMUM WIDTH FOR RIGID PIPES. TOP OF PIPE "U" IS THE MINIMUM WIDTH FOR FLEXIBLE PIPES. IN ACCORDANCE WITH ASTM D -2321. TRENCH DETAIL NO SCALE WATER MAIN AND SEWER TRENCH DETAIL AND SCHEDULE NO SCALE SANITARY NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- 12. WHERE WATER LINES AND SANITARY SEWERS CROSS AND TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY THE WATER LINE CANNOT BE PLACED ABOVE OR BELOW ALL WATER MAIN AND SEWER PIPING SHALL BE TESTED IN ACCORDANCE WITH OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED THE SEWER WITH A MINIMUM OF 18" VERTICAL CLEARANCE, INDIANA CODE AND IDEM REGULATIONS UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- THEN THE SEWER MUST BE CONSTRUCTED OF WATER TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL PERMITS BY ANY OR ALL AGENIES MENTIONED ABOVE UN- JOINTS OR PLASTIC (SDR 26) SEWER PIPE WITH GASKETED, AIR PRESSURE ACCEPTANCE TEST LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- COMPRESSION -TYPE JOINTS WITHIN 10'-0" OF WATER 1) CONTRACTOR SHALL PREFORM AN AIR PRESSURE TEST ON ALL GRAVITY CATIONS. FILL MATERIAL. 2. CONSTRUCTION SHALL NOT BEGIN UNTIL ALL APPLICABLE PERMITS ARE OBTAINED. 3. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 5. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. IT FURTHER SHALL BE THE RESPONSIBILITY OF THR CON- TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT TO WHO IS RESPONSIBLE TO REMOVE, RELOCATE, AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILTY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND ITS OWNER AS TO THEIR FUTURE RESPONSIBILTIES. 7. IT IS THE RESPONSIBLITY OF THE CONTRACTOR TO ACQUAINT THEMSELVES WITH THE SOIL CONDITIONS. 8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION 9. ROOF DRAINS, FOUNDATION DRAINS AND OTHER CLEAN WATER DISCHARGE ARE NOT PERMITTED INTO THE SANI- TARY SEWER FACILITY. 10. THE CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK OF OTHERS AND SHALL BE RESPONSIBLE FOR VERIFYING LOCATION, SIZE, AND ELEVATION OF THE EXISTING UTILITIES, STRUCT- URES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ARCHITECT ENGINEER OF ANY CONFLICT AND OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS, PRIOR TO THE START OF CONSTRUCTION. 11. THE CONTRACTOR SHALL CONSULT ARCHITECTURAL, PLUMB- ING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF DOWN SPOUTS, WATER LINES, TRANS- FORMER'S PAD OR POLE, ETC. 13. WHERE WATER LINES AND SANITARY SEWER LINES RUN PARALLEL AND A MINIMUM SEPARATION DISTANCE OF 10' -0 CANNOT BE MAINTAINED, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC (SDR 26) SEWER PIPE WITH GASKETED, COMPRESSION -TYPE JOINTS. 14. ALL PIPES LENGTHS SHOWN ON DRAWINGS ARE FOR HYDRAULIC CALCULATION PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LENGTHS REQUIRED FOR ACTUAL INSTALLATION. 15. ALL SEWER PIPE SHALL BE PVC PIPE MINIMUM SDR 35. 16. FOR PIPE 15- INCHES DIAMETER AND SMALLER: PIPE, FITTINGS, AND JOINTING SYSTEMS SHALL CONFORM TO ASTM D -3034 EXCEPT THAT THE STANDARD DIMENSION RATIO OF THE OUTSIDE DIAMETER OF THE PIPE TO WALL THICKNESS SHALL NOT EXCEED 35. 17. FOR PIPE 18- INCHES DIAMETER AND LARGER: PIPE, FITTINGS, AND JOINTING SYSTEMS SHALL CONFORM TO ASTM F -679 WITH A T -1 WALL THICKNESS. 18. JOINT SYSTEMS SHALL BE ELASTOMERIC SEAL (GASKET) TYPE. SEALS SHALL CONFORM TO ASTM F -477 REQUIREMENTS JOINT MATERIALS AND TESTING SHALL CONFORM TO ASTM D -3212 REQUIREMENTS. 19. ALL SERVICE CONNECTIONS SHALL BE MADE USING A WYE AND A BEND. TEES SHALL BE USED ONLY AS DIRECTED BY THE CITY. TEES AND WYES SHALL BE DIE CAST OR FACTORY FABRICATED. ALL SERVICE PIPE SHALL BE SDR 35. 20. CONNECTIONS TO EXISTING PIPING SHALL BE MADE USING FLEXIBLE REPAIR COUPLING BY FERNCO OR EQUAL. 21. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COM- PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 22. IT IS THE RESPONSIBILTY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 23. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE TEMPORARY SEEDING AND MULCHING INSTALLED AS SOON AS POSSIBLE. 24. ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION: CONSTRUCTION OF CURBS ETC., OR DAMAGE TO EXISTING PAVEMENTS DURING CONSTRUCTION SHALL BE PATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTING SECTION BY THE CONTRACTOR DOING THE WORK. T6/l\NELED FINISH >H GRADE 976 INSPECTION AE W/ BOLTED LID WOUT C. ENCASEMENT 19192 RT ELEV. SEWER MATERIAL & SLOPE AFTER BEND AS SHOWN ON PLAN SANITARY CLEANOUT DETAIL NO SCALE SEWER PIPE IN ACCORDANCE WITH ASTM F -1417 SPECIFICATIONS. 2) THE CONTRACTOR SHALL FUNISH ALL EQUIPMENT, MATERIALS LABOR, AND CONDUCT THE TEST UNDER OBSERVATION OF CITY PERSONNEL. 3) TEST METHOD: A) LOW PRESSURE AIR TEST METHOD SHALL BE THE TIME PRESSURE DROP METHOD. THE PRESSURE USED IN THE TEST SHALL BE THE STATED PRESSURE GREATER THAN THE AVERAGE BACK PRESSURE OF ANY GROUND WATER ABOVE THE PIPE. THE TIME REQUIRED FOR THE PRESSURE IN THE TEST SECTION TO DROP 1.0 psig SHALL BE MEASURED USING A STOP WATCH. IF THE TIME EXCEEDS THE TIME DETERMINED FROM ASTM F -1417, THE SECTION FAILS. B) MANHOLES - AIR TEST IN ACCORDANCE WITH ASTM C1244 -93 STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY NEGATIVE AIR PRESSURE TEST (VACUUM). FORCE MAIN AND WATER MAIN PRESSURE AND LEAKAGE TESTS 1) CONTRACTOR SHALL FURNISH ALL EQUIPMENT, LABOR, AND MATERIALS NECESSARY FOR THE HYDROSTATIC PRESSURE AND LEAKAGE TEST ON ALL MAINS UNDER THE SUPERVISION OF CITY PERSONNEL. 2) TESTS PRESSURE SHALL BE 100 PSI OR 150% OF NORMAL PIPE OPERATING PRESSURE, WHICH EVER IS GREATER. 3) LEAKAGE TEST PRESSURE SHALL NOT BE LESS THAN THE MAXIMUM OPERATING PRESSURE OF THE PIPE. THE DURATION OF THE LEAKAGE TEST SHALL NOT BE LESS THAN TWO HOURS. ALLOWABLE LEAKAGE SHALL NOT EXCEED 9 gal /in OF PIPE DIAMETER PER MILE OF PIPE IN 24hr. DEFLECTION TEST OF PVC SEWER PIPE 1) VERTICAL RING DEFLECTION- BEFORE FINAL ACCEPTANCE OF SEWER LINES, ALL SECTIONS OF SEWER PIPE 8- INCHES AND LARGER SPECIFIED DIAMETER SHALL BE MEASURED FOR VERTICAL RING DEFLECTION BY THE CONTRACTOR AND WITNESSED BY THE CITY. MAXIMUM DEFLECTION UNDER FULL LOAD SHALL NOT EXCEED 5% OF THE ASTM DESIGNATED AVERAGE INSIDE DIAMETER AS DETERMINED BY THE LABORATORY FOR THE SPECIFIED PIPING. 2) FAILURES- SHOULD A PIPE EXCEED THE ALLOWABLE DEFLECTION, THE CONTRACTOR SHALL REPLACE THOSE PIPES AND RETEST THE SECTION. 3) EQUIPMENT- TESTING SHALL BE GO -NO -GO PULL THROUGH GAGES OF A TYPE APPROVED BY THE CITY. A METAL OR PLASTIC GAUGING RING OF DIAMETER EQUAL TO 95% OF THE SPECIFIED AVERAGE. INSIDE PIPE DIAMETER SHALL BE WITH EACH GAGE. 4) THE CONTRACTOR SHALL FURNISH TESTING EQUIPMENT AND PERSONNEL AND PERFORM THE REQUIRED TESTS. TESTS MUST BE WITNESSED BY CITY PERSONNEL. 5) USE OF MECHANICAL PULLING DEVICES IS NOT PERMITTED. 6) DEFLECTION TESTING SHALL NOT BE PERFORMED UNTIL THE COMPLETED AND ACCEPTED TRENCH BACKFILL HAS BEEN IN PLACE FOR AT LEAST 30 DAYS. CONCRETE SPECIFICATIONS 1) MATERIALS A) CEMENT: ASTM C150 TYPE I OR II B) AGGREGATE: ASTM C33 C) ADMIXTURES: 1. AIR ENTRAINING: ASTM C260 2. FIBER: AASHTO M213. 3. PROHIBITED ADMIXTURES: CALCIUM CHLORIDE, THIOCYANATES, OR ADMIXTURES CONTAINING MORE THAN 0.05% CHLORIDE IONS ARE NOT PERMITTED. D) CLASS A CONCRETE SHALL BE AS FOLLOWS: 28 -DAY COMPRESSIVE STRENGTH (PSI) ....... 3500 MAXIMUM WATER /CEMENT RATIO .................... 0.45 MINIMUM CEMENT CONTENT (POUNDS /CY) .... 564 SLUMP ( INCHES) ............. ............................... 2 -4 AIR CONTENT ................... ............................... 6.0% E) PREMOLDED JOINT FILLER: ASPHALT TYPE IN CONFORMANCE WITH /,STM D994. W.R. MEADOWS SEALTIGHT, OR EQUAL. F) REINFORCING BARS: ASTM A615 OR ASTM A616, GRADE 60. Pedcor Design Group Architecture / Project Managment: 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) © Copyright 2004 Civil Engineer: P E D C O R ? � P aw A " �'x DEVELOPMENT CO. Scope Drawings: These dra in$�tse Inicate the general scope of the project in terms of archifedural design co t, the Dimensions of the building, the major arcah'i xuranl elements and the type of structural, mechanical, and electrical systems. The drawings do not necessarily indicate or describe all work required for full-performance and completion of the requirements of the Contrad On the basis of the ggeeneral scope Inicatsd or described, the trade contractors s7wll furnish all items required for the proper execution and completion of the work Project: Carmel City Center Parcel ## 3rd Avenue Southwest Carmel, Indiana Phase 3 Building 4 SITE SANITARY DETAIL. Drawing Title: Revisions: Issue Date Drawn By Checked By 01/31/2005 KRS RRO Certified By: Project Number: 24380 Sheet Number: C702