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Home My WebLink About0815.93.14s PART 1 - GENERAL SPECIFICATION: SANITARY • SEWAGE SYSTEMS 1,01 RELATED DOCUMENTS: A. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND H. JOINT ADAPTERS: MAKE JOINTS BETWEEN DIFFERENT TYPES OF PIPE WITH SUPPLEMENTARY CONDITIONS AND DIVISION -1 SPECIFICATION SECTIONS„ STANDARD MANUFACTURED ADAPTERS AND FITTINGS INTENDED FOR THAT APPLY TO WORK OF THIS SECTION. PURPOSE. 1. INTERIOR INSPECTION: INSPECT PIPING TO DETERMINE WHETHER LINE 1,02 DESCRIPTION OF WORK: DISPLACEMENT OR OTHER DAMAGE HAS OCCURRED. A. EXTENT OF SANITIARY SEWAGE SYSTEMS WORK IS INDICATED ON DRAWINGS 1. MAKE INSPECTIONS AFTER LINES BETWEEN MANHOLES. OR MANHOLE AND SCHEDULES. AND BY REOUIEMENTS OF THIS SECTION. LOCATIONS, HAVE BEEN INSTALLED AND APPROXIMATELY 2 —FT. OF BACKFILL IS IN PLACE. AND AGAIN AT COMPLETION OF PROJECT. 2, IF INSPECTION INDICATES POOR ALIGNMENT, DEBRIS, DISPLACED 1.03 OUALITY ASSURANCE: PIPE, INFILTRATION, OR • OTHER DEFECTS. CORRECT SUCH DEFECTS, AND REINSPECT. A. MANUFACTURER'S OUALIFICATIONS. FIRMS REGULARLY ENGAGED IN MANUFACTURE OF SANITARY SEWAGE SYSTEM'S PRODUCTS OF TYPES„ MATERIALS, AND SIZES REQUIRED, WHOSE PRODUCTS HAVE BEEN IN 3.02 SANITARY MANHOLES: SATISFACTORY USE IN SIMILAR SERVICE FOR NOT LESS THAN 5 YEARS. B. INSTALLER'S QUALIFICATIONS: FIRM WITH AT LEAST 3 YEARS OF A. GENERAL: PLACE PRECAST CONCRETE SECTIONS AS INDICATED. WHERE SUCCESSFUL INSTALLATION EXPERIENCE ON PROJECTS WITH SANITARY MANHOLES OCCUR IN PAVEMENTS, SET TOPS OF FRAMES AND COVERS FLUSH► SEWAGE WORK SIMILAR TO THAT REQUIRED FOR PROJECT. WITH FINISH SURFACE. ELSEWHERE. SET TOPS 3" ABOVE FINISH SURFACE, C. CODES AND STANDARDS: UNLESS OTHERWISE INDICATED. 1, PLUMBING CODE COMPLIANCE: COMPLY WITH APPLICABLE PORTIONS OF THE STANDARD SPECIFICATIONS OF THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT B. INSTALL IN ACCORDANCE WITH ASTM C 891. AND THE INDIANA DEPT, OF TRANSPORTATION STANDARD SPECIFICATIONS, PERTAINING TO SELECTION AND INSTALLATION OF SANITARY SEWAGE C. PROVIDE RUBBER 0 —RING GASKET COMPLYING WITH ASTM C 443 AT JOINTS SYSTEM MATERIALS AND PRODUCTS. OF SECTIONS. 1,04 SUBMITTALS: 3,03 TAP CONNECTIONS: A. PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND DIA 8' ' -WEA, 8' X 6' TEE INSTALLATION INSTRUCTIONS FOR SEWAGE SYSTEMS MATERIALS AND A. MAKE CONNECTIONS TO EXISTING PIPING AND UNDERGROUND STRUCTURES, SO - ----_— 10' Sr-V 7, 10' X 68 TEE PRODUCTS. THAT FINISHED WORK WILL CONFORM AS NEARLY AS PRACTICABLE TO • 1 N ; -rYJEF, 12' X 8" TES' REQUIREMENTS SPECIFIED FOR NEW WORK. • i5' ;,EV1iER, ?3' X 10' TEE B. RECORD DRAWINGS: AT PROJECT CLOSEOUT, SUBMIT RECORD DRAWINGS OF INSTALLED SANITARY SEWAGE PIPING AND PRODUCTS, IN ACCORDANCE WITH B. USE COMMERICALLY MANUFACTURED WYES FOR BRANCH CONNECTIONS. FIELD ' -6" MIN REOUIREMENTS OF DIVISION 1, CUTTING INTO PIPING WILL NOT BE PERMITTED. SPRING wYES INTO _ EXISTING LINE AND ENCASE ENTIRE WYE. PLUS 6" OVERLAP. WITH NOT MOSS R DAM LESS THAN 6" OF' 1000 PSI 28 —DAY COMPRESSIVE STRENGTH CONCRETE. JL PART 2 — PRODUCTS !W C. BRANCH CONNECTIONS MADE FROM SIDE INTO EXISTING 4" TO 21" PIPING SHALL HAVE WYE WITH NOT LESS THAN 6N OF 3.000 PSI 28 LINE, DAYCOMPRESSIVEWSTRENGTH ENCASED IA.3 � o 1 2.01 PIPES AND PIPE FITTINGS: n CONCRETE. A. GENERAL: PROVIDE PIPES OF ONE OF THE FOLLOWING MATERIALS. OF 0, TAKE CARE WHILE MAKING TAP CONNECTIONS TO PREVENT CONCRETE OR WEIGHT /CLASS INDICATED, PROVIDE PIPE FITTINGS AND ACCESSORIES OF DEBRIS FROM ENTERING EXISTING PIPING OR STRUCTURE. REMOVE DEBRIS. _ SAME MATERIAL AND WEIGHT /CLASS AS PIPES. WITH JOINING METHOD AS CONCRETE, OR OTHER EXTRANEOUS MATERIAL WENCH MAY ACCUMULATE, �. INDICATED. B. POLYVINYL CHLORIDE (PVC) SEWER PIPE: ASTM 03033, TYPE PSP, SDIt 104 BACICFILLiNC: 35. OR ASTM 0 3034, TYPE PSM, SOR 35,(MINIMUM CELL CLASSIFICATION SHALL BE A. GENERAL: CONDUCT BACKFILLING OPERATIONS OF OPEN —CUT TRENCHES 1'2454 8 OR 12454 C WITH COMPRESSION TYPE FLEXIBLE GASKETrEO JOINTS,) CLOSELY FOLLOWING LAYING, JOINTING, AND BEDDING OF PIPE. AND AFTER NWTIAL INSPECTION AND TESTING ARE COMPLETED. MM 4 I:UNdC'r ., _ -i`r'aSEM. NT C. GASKETS SHALL BE MOLDED WITH A MINIMUM CROSS SECTIONAL AREA OF 0.20 SQUARE 1. TO MINIMIZE LOCAL AREA TRAFFIC INTERRUPTIONS, ALLOW NO MORE INCHES AND CONFORM TO ASTM -F -477. THAN 100' BETWEEN PIPE LAYING AND POINT OF COMPLETE ' BACKFILLING. - - - UnL)P PL 3' 2. GRANULAR BACKFILL 94ALL BE REQUIRED UNDER ALL PAVED AREAS WITHIN 5 FEET OF THE EDGE OF PAVEMENT. • 2,02 SANITARY' SEWER MANHOLES: • 3,05 FELD QUALITY CONTROL: . A. GENERAL: PROVIDE PRECAST REINFORCED CONCRETE SANITARY MANHOLES AS A. TESTING: PERFORM TESTING OF COMPLETED PIPING IN ACCORDANCE WITH INDICATED. COMPLYING WITH ASTM C 478 AND TESTED AND MARKED. LOCAL AUTHORITIES HAVING .EIRISDICTION. .� B, TOP: PRECAST CONCRETE, OF ECCENTRIC CONE, AS INDICATED, I. THE INFILTRATION FROM THE INFILTRATION TEST SHALL NOT EXCEED A RATE C. BASE: PRECAST CONCRETE, WITH BASE RISER SECTION WITH INTEGRAL OF 100 GALLONS PER INCH OF PIPE DIAMETER PER DAY PER MILE OF PIPE. NEW SANITARY MANHOLE AT EXISTING FLOOR, AS .INDICATED. - 27' RCP SANITARY SEWER D. STEPS: MANHOLE STEPS SHALL BE POLYPROPYLENE. POLYPROPYLENE COATED STEEL - _ - REINFORCING OR AN APPROVED NON -CORROSIVEFIBERGLASS MATERIAL. THE COPOLYMER - POLYPROPYLENE SHALL MEET THE REQUIREMENTS OF ASTM 0 -4101 REINOORCEO WITH OUTSIDE DROP SANITARY MANHOLE DEFORMED 3/8" MINIMUM DIAMETER REINFORCING STEEL CONFORMING TO THE REOUIREMENTS OF ASTM A— 615. GRADE 60, NON — COATED CAST IRON STEPS ARE NOT ACCEPTABLE. E. CASTING, FRAME AND COVER:' THE TYPE OF FRAME AND COVER TO BE USED GRADEJ N_ENAH * 1772 -C MANHOLE SHALL BE NEENAH R -1642 WITH SELF — SEALING COVER, ` f FRAME AND COVER TYPE F CONCEALED PICKHOLE, AS DETAILED. AND STAMPED "SANITARY SEWER ". Fam - . =1 n F. PIPE CONNECTORS: JOINTS FOR P.V.C. AND P.V.C. TRUSS PIPE SHALL BE , GROUT /' —� MAX. 16 BRICK COMPRESSION TYPE FLEXIBLE GASKETED JOINTS, SOLVENT CEMENT JOINTS ' AS REQUIRED ARE NOT ALLOWED. 25" _ 3211 TAPERED CONE SECTION PART 3 — EXECUTION PRECAST CONCRETE ONLY NEENAH R- 1980 -C CAST IRON MANHOLE ':w' 3,01 INSTALLATION OF PIPE AND FITTINGS STEPS (10° TREAD)' t' - ;.` A. GENERAL: INSTALL PIPING IN ACCORDANCE WITH GOVERNING AUTHORITIES - C' HAVING JURISDICTION, EXCEPT WHERE MORE STRINGENT REOUIREMkN TS ARE INDICATED. THESE SECTIONS SEE PLANS FOR n AVAILABLE IN 16" �I'__ _ _ SIZE AND INVERT B. INSPECT PIPING BEFORE INSTALLATION TO DETECT APPARENT DEFECTS, �2" AND 48" ,, -- ��, - 32" A HS TO MEET MARK DEFECTIVE MATERIALS WITH WHITE PAINT AND PROMPTLY REMOVE FROM REQU(kLD DEPTH _ ": `'� SITE. �',, CAST IRON PIPE ANCHOR C. LAY PIPING BEGINING AT LOW POINT OF SYSTEM. TRUE TO GRADES AND • 4 `:i ;; =r • ALIGNMENT INDICATED,IWITH UNBROKEN CONTINUITY Of INVERT, D. PLACE BELL ENDS OR GROOVE ENDS OF PIPING FACING UPSTREAM. l 1 #4 RING AROUND " E• IN T ALL GASKETS IN ACCORDANCE WITH MANUFACTURERS RE GOM M ENOA TI ONS = MANHOLE BASE 12 24 MA`., FOR USE OF LUBRICANTS, AND OTHER SPECIAL INSTALLATION 4 BARS AT 1211 O.C. t k': REQUIREMENTS„ PIPE 12" .`;'',,, S° \�� 12 F. PLASTIC PIPE: INSTALL IN ACCORDANCE WITH MANUFACTURER'S DIAMETER :' J' ;:; �� ' �s' IIs CONCRETE BASE INSTALLATION RECOMMENDATIONS. AND IN ACCORDANCE WITH ASTM D 2321, - G. CLEANING PIPING: CLEAR INTERIOR OF PIPING OF PIPING OF DIRT AND OTHER 12' ;,,.;`:;:'•!;:C : i:'''. "•,- Jam`': ~` SUPERFLUOUS MATERIAL AS WORK PROGRESSES. MAINTAIN SWAB OR DRAG IN ..;77= LINE AND PULL PAST EACH JOINT AS IT IS COMPLETED, „ #4 BARS AT 12" 1. IN LARGE, ACCESSIBLE PIPING. BRUSHES AND BROOMS MAY BE USED G U DID'" ,'E^ O.C. BOTHWAYS, FOR CLEANING, 2. PLACE PLUGS IN ENDS OF UNCOMPLETED CONDUIT AT END OF DAY OR WHENEVER WORK STOPS. INSIDE DROP MANHOLE DETAIL 3. FLUSH LINES BETWEEN MANHOLES IF REOUIRED TO REMOVE COLLECTED DEBRIS. NO SCALE L5 3 CSO ARCHITECTS AMCWrWU momm"m Now* on cap) «.-on 'hes Ora g to g erg s,f5e r r pt the dme�s ins o' the nary a aid the :roe o. ° 67" � =~stem, T`.e d- aw�ngs d ..',y 'n ccte c deec.:be d w roav i•ed r � Fu oertom+a ^ce and comple!�onkof the +lqui of On the baste c` me genera xoae Indlcate0 0' aesoibad, [he [rode ccntroras shale !umisr alp '+ - eQu:-ed +o• !Fe proper execu!:oP and eM 0el o the wa.. O 5 rn � m aD O N W N Fi O3 i • Q Z � a Z 3 w J V W. W u Q ■ri W �. W. W 3: m cn I-= cl) 0 r T z M .�%ttttt� MASShl�''i .��(4�; G1STEq• G� ��i 1Cc; o. STATE OFj 'FfOffTl9:It4��`� Cal BY SHEET NO L112 OF SHEETS FILE NO 92217 -A