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HomeMy WebLinkAboutC804 - SANITARY SEWER CONSTRUCTION DETAILSCIRCLE DESIGN GROUP INDIANAPOLIS, IN 1 317.7$1-6200 CI RC L EDESIG N GROU RCOM n Q �w W Z OJ = Z (D W Lu w �Q W W d d MORE THAN 20' DEEP TRACER WIRE SEPARATION BETWEEN WYE FITTINGS TO BE 1'-0" MIN. IN BELL TO BELL SITUATIONS AND CAN BE ADJACENT IN BELL TO SPIGOT SITUATIONS 22.5° OR 45' MAIN SEWER LINE C MINIMUM OF TOPSOIL OR COMPACTED AGGREGATE #53 L PAVEMENT SECTION VARIES OMIT OF SUBGRADE FINAL BACKFILL SHALL BE PER NOTE 1. MINIMUM COVER SHALL 1 BE PER NOTE 3° BEDDING, HAUNCHING, PIPE MATERIAL PER UTILITY TRENCH WIDTH, INITIAL HAVING JURISDICTION OVER BACKFILL MATERIALS, INSTALLATION. PLACEMENT, AND COMPACTION PER STANDARD PRACTICE OF UTILITY HAVING JURISDICITON OVER INSTALLATION. WATER & SEWER MAIN AND LATERAL TRENCH DETAIL FOR UTILITY INSTALLA TIONS WITHIN CITY R/W NOTES, NO SCALE 1. FINAL BACKFILL FOR UTILITY INSTALLATIONS WHERE 'L' IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACMLL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN C MAXIMUM LIFTS TO NOT LESS THAN 95X STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6' OF THE EXCAVATION BELOW THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95X STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT WILL GOVERN. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING AGENCY TO PROVIDE COMPACTION TESTING AS NECESSARY. 2 THIS REQUIREMENT SHALL APPLY FOR ALL UTILITY INSTALLATIONS (INCLUDING BUT NOT UMITED TO WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS, SANITARY SERVICE LATERALS, GAS PIPING, POWER, TELEOOMM AND CATV CONDUITS OR DUCT BANK) WITHIN EXISTING AND PROPOSED CITY OF CARMEL R/W LIMITS. 3, FOR UTILITY INSTALLATIONS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE CONDUIT OR DUCT BANK SHALL BE NO LESS THAN 25 FEET. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 4° IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B—BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO THE LIMIT OF TREATED SUBGRADE WITH COMPACTED AGGREGATE, NO 53° CITY OF CARMEL STANDARDS STANDARD WATER & SEWER MAIN AND LATERAL TRENCH DETAIL DRAWING FOR UTILITY INSTALLATIONS WITHIN CITY R W 1 10-32 LESS THAN 20' DEEP 1'-01, (TYP. ALL LATERALS) . ONE PIECE TEE-WYE REQUIRED TRACER WIRE 6" SDR 35 PVC - PIPE FINISHED GRADE 5'-0" MIN. - 8'-0" MAX. (TYP. ALL LATERALS - MAY NEED TO BE DEEPER FOR LONG BUILDINGS OR FINISHED GRADES SLOPING AWAY FROM SEWER. 22.5° OR 45° 12" NOTES: 1. ALL FITTINGS SHALL BE SDR 26, 2. DEPTH OF SERVICE LATERAL SHALL BE MEASURED FROM FINISHED GRADE TO THE TOP OF MAIN SEWER LINE. 3. ALL LATERAL BEDDING SHALL BE AGAINST Q UNDISTURBED TRENCH. > W W Z O4. MINIMUM FALL IS 2% PER FOOT, TYPICAL OF � [-L ALL LATERALS. (_D W 5. PIPE REQUIREMENTS PER DEPTH ARE AS WFOLLOWS: 3'-12' SDR-35 C/) 12'-25' SDR-26 Q W OVER 25' SDR-23.5 0-0 KEYNOTES: A. BEDDING TO BE PLACED ON UNDISTURBED EARTH. COMPACTION OF #8 STONE IS CRITICAL UNDER ALL JOINTS AND FITTINGS. IF PROPER COMPACTION CANNOT BE ACHEIVED, THEN PLACE A MINIMUM OF 6" OF 4000 PSI, 28 DAY COMPRESSIVE STRENGTH CONCRETE AROUND THE PIPE TO BEAR ON STABLE GROUND (PER ENGINEER). B. MINIMUM 4" CONCRETE CAP REQUIRED, NOT TO EXCEED BEYOND FIRST PIPE JOINT OF WYE. IF WYE IS 20' DEEP, THEN CONCRETE CAP IS REQUIRED AT ENGINEERS DISCRETION. MIN. 4000 PSI, 28 DAY COMPRESSIVE STRENGTH CONCRETE REQUIRED. NOT REQUIRED FOR DUCTILE IRON TEE. C. MIN. OF 8" OF #8 STONE OVER THE CONCRETE CAPPED WYE SHALL BE PLACED PRIOR TO BACKFILLING. / F— MANUFACTURED, WATERTIGHT CAP FOR ANGLE U BE FUTURE ANGLE MUST BE .� / BETWEEN 15' AND 45' TRACER WIRE (TYPIOALL TLATERALS) LATERALS) BETWEEN 15° AND 45° SECTION B —/ ;� 6" MIN. N NOTES: 1. FOR USE ONLY IN LANDSCAPED SURFACES WITHIN THREE FEET OF BUILDING 2. ALL SLAB AND CRAWL SPACE CONNECTIONS MUST BE A MINIMUM OF 3" BELOW THE FOOTER AND EXIT THE BUILDING AT THE FRONT OF THE STRUCTURE TO PROVIDE THE SHORTEST, MOST DIRECT ROUTE FROM THE BUILDING TO THE EXISTING LATERAL STUB. FOUNDATION 4" SEWER 6" MINIMUM SEE SANITARY SEWER TRENCHING, BEDDING AND BACKFILL DETAIL NEENAH R-1972-AL OR EAST JORDAN V-1601-1 WITH SEWER ON CASTING 6" PVC CAP :V. --------vvvv-- 36"X36"X6" CONCRETE •vvvvvvvvvvvvv1 APRON WITH FIBERMESH i•vvivvivvivvi1 REINFORCEMENT �ivoovvovvovvov� ovvvvvvvvvvvv rvvvvvvvvvvvvq vovvovvovvovv r•oo•oo•oo•oo1 ovvvvvvvvvvvv rvvvvvvvvvvvvq vovvovvovvovv r•oo•oo•oo•oo1 9110INT1 6" PVC CAP FINAL GRADE 6" PVC PIPE MINIMUM SDR 35 TRACER WIRE (6"X6"X6") TEE-WYE r.............. vvvvvvvvvvvvvv MIN. 1" CLEARANCE FROM TOP OF CAP TO BOTTOM OF CASTING ,--- FINAL GRADE •:A . TRACER WIRE rvvvvv� vv vvv vovv ovvovvovvo�ovv vovvovvovvovvo rovvovvo•vo•vv• 6" PVC PIPE vvvvvv• ••••- MINIMUM SDR 35 vvvvvvvvvvvvov• rovvovvovvovvv• vovvovvovvovvo• rvvvvvvvvvvvvv• vvvvvvvvvvvvvvv (6"X6"X6") TEE-WYE vovvovvovvovv•• rovvovvovvovvv• vFvvvvvvvvvvvvvv• 4vvvvvvvvvvivvvvvo • 6" SEWER LATERAL rovvovvvv• vv vovvovvv vvvv � NOTES::::::::::::::::vv:::vo:vo:vo:vo:vo:vv:vo:vo:vo:vv:::: vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv'v' ` #8 STONE BELOW CONCRETE 1. FOR USE WITH HARDSCAPE vvvovvovvovvovvovvovvovvovvovvovvovvovvovvovvvvvovovvv• vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvo APRON TO PREVENT SURFACES AND ALL OTHERvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv•vv•vvvvvvo• INSTALLATIONS BEYOND THREE SETTLING EXTEND TO FEET OF BUILDING. UNDISTURBED EARTH 2. CONCRETE APRON AND CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. ITitle: Engineer: 910023 �;• STATE OF �4NA� Ty: KEY PLAN CARMEL CITY CENTER SCALE: NTS (P PLAN NORTH Developer: P E D C O R DEVELOPMENT CO. Project: 0 r m Z00� LU LLI � z z co LLJLLJo cf) �ma�z JGC�1�� J <00 LUCZ LLJ p aQv >Zp� ohm COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPY RIGHT 2015 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS Set Issue Date Sheet Issue Date 06/30/21 Drawn By Checked By DBH REM Last Revision Date: 11/19/21 - CITY OF CARMEL ADLS COMMENTS Sheet Title: SANITARY SEWER CONSTRUCTION DETAILS Sheet Number: C804