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Home My WebLink AboutC-109 Utility DetailsMARKER EXTENDED FROM / / ALL PIPE, EXCEPT RISER PIPE, END OF LATERAL TO MIN. / / SHALL BE LAID TO A UNIFORM 3' ABOVE GRADE. / \ GRADE OF AT LEAST 1 /8" PER FOOT FOR 6" DIAMETER PIPE. RISER SECTION SHALL BE NO / THAN A LENGTH WHICH \ MARKER EXTENDED FROM / / / / / /LONGER OB WOULD A LO ASA SERVICE AT LATERAL \ END OF LATERAL TO MIN. 3' ABOVE GRADE. / \ \ THE PROPERTY LINE I / MINIMUM GRAD ECTION \ \ 1/8 PER FOOT,/ / \ / / FOR 6 DIAMETER / \\ RISER S / LATERALS I / � / \ \ / PROPER FITTINGS SHALL BE USED , FOR ALL ABRUPT CHANGES IN\ �\ \LINE OR GRADE. BELL HOLES SHALL BE PROVIDED AND THE TRENCH PREPARED SO THAT LOWER HALF OF PIPE IS PROPERLY SUPPORTED THROUGHOUT ITS LENGTH. HOUSE CONNECTION TO MAIN SEWER SLOPE CONCRETE TO DRAIN AWAY FROM C.O. 6" 6" CONCRETE PAD f- 3500 PSI I I r r 45' BEND WYE r r 6" MIN. OF GRANULAR - BACKFILL (3/4" CLEAN `- CRUSHED ROCK) HEAVY DUTY FRAME & COVER W/ LETTERS "C.O." CAST IN COVER PER LOCAL STANDARDS. THE COVER & CONCRETE SHALL HEAVE FREELY ON THE PVC PIPE DURING FREEZE/THAW PERIODS. --THREADED PVC CLEANOUT PLUG FINISH GRADE GRANULAR BACKFILL ( OCK) LEAN CRUSHED PLUG WYE IF SERVICE LATERAL DOES NOT CONTINUE III III FLOW UNDISTURBED EARTH NOTE: CLEANOUTS REQUIRED ON SANITARY SEWER SERVICE LATERALS AT 5' OUTSIDE BUILDINGS (2—WAY C.O.), EVERY CHANGE IN HORIZONAL & VERTICAL DIRECTION GREATER THAN 45° & AT 100' INTERVALS. CLEANOUT HOUSE CONNECTION FOR DEEP SEWERS APPROVED BACK FILL AS PER INSTALLATION SPECIFICATIONS FOR PAVED OR NONPAVED SURFACES. WI,1111 RUN UPWARD AT 6" MINIMUM APPROX. 45` SERVICE LATERAL NOTES: 1 ) NORMAL SERVICE LAT. SLOPE IS 1 /4" / FT. 2) MIN. SERVICE LAT. SLOPE IS 1 /8" / FT. 3) MIN. SERVICE LATERAL MATERIAL SHALL BE SDR 26 OR SCH. 40. 4) VERIFY SLOPE & MAT'L REQUIREMENTS W/ LOCAL BUILDING INSPECTOR & UTILITY DEPT. 5) INSTALL DETECTABLE LINE MARKING TAPE WITH 14-GUAGE COPPER TRACING WIRE ALONG THE COMPLETE LENGTH OF ALL LATERAL LINES (AND FORCE MAINS) BEDDING UP TO SPRING LINE OF PIPE BEDDING MATERIAL SHALL BE CRUSHED STONE; MINIMUM NO. 1 1 , MAXIMUM NO. 5, AND SHALL BE _ MECHANICALLY HAND TAMPED. ATTACH 45° CURVE, OR ELBOW DIRECTLY TO "TEE-WYE" SECTION ON MAINLINE SEWER (NO RISER SECTION). --- 6" SERVICE LATERAL TEE OR TEE-WYE SECTION ON MAINLINE SEWER FOR SHALLOW SEWERS THE CONTRACTOR SHALL CAP THE END OF EACH SERVICE L WITH THE APPROPRIATE FITTIN FOR THE TYPE OF PIPE USES 6" SERVICE LF 30• MIN. 6" SERVICE LATERAL ATTACH 45° CURVE, OR ELBOW TO RISER SECTION ATTACH RISER SECTION TO "TEE-WYE" SECTION ON MAINLINE SEWER TEE OR TEE-WYE SECTION ON MAINLINE SEWER FOR DEEP SEWERS ONLY LATERAL INSTALLATION FOR ALL SERVICE CONNECTION LATERALS LATERAL CONNECTIONS WATER MAIN WATER MAIN aAraln WHEN MININUM WATER AND SEWER (STORM & SANITARY) MAIN CLEARANCE DIMENSIONS CANNOT BE ACHIEVED, WATER AND SEWER PIPE SHALL BE CONSTRUCTED OF SLIP—ON OR MECHANICAL JOINT PIPE COMPLYING WITH AWWA DESIGN STANDARDS AND BE PRESSURE RATED AND TESTED TO 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE WATER & SEWER DEPTS. PRIOR TO INSTALLING ANY PIPE WHICH EXCEEDS THESE MINIMUM HORIZONTAL (10') AND VERTICAL (18") CLEARANCES. WATER I& SEWER SEPARATION LATERAL ALIGNMENT LIMIT OF SUBGRADE FINAL BACKFILL SHALL BE PER NOTE 1. BEDDING, HAUNCHING, TRENCH WIDTH, INITIAL BACKFILL MATERIALS, PLACEMENT, AND COMPACTION PER STANDARD PRACTICE OF UTILITY HAVING JURISDICITON OVER INSTALLATIOIN. SERVICE LATERAL 111111=001KN/M:1 NICE LATERALS TO BE ALIGNED 90° WITH RESPECT TO MAINLINE VER. OR TEE-WYE SECTION ON NLINE SEWER 0 GE MEASUREMENTS TO BE MADE MANHOLE TO CENTERLINE OF ;E LATERAL. 6" MINIMUM OF TOPSOIL OR COMPACTED AGGREGATE #53 L PAVEMENT SECTION VARIES I MINIMUM COVER SHALL BE PER NOTE 3. PIPE MATERIAL PER UTILITY HAVING JURISDICTION OVER INSTALLATION. WA TER & SEWER MAIN AND LA TERA L TRENCH DETAIL FOR UTILITY INSTALLATIONS WITHIN CITY R/W NOTES: NO SCALE 1. FINAL BACKFILL FOR UTILITY INSTALLATIONS WHERE 1" IS 5' OR LESS SHALL BE B—BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN 95% 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 95% 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 LIMITED TO WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS, SANITARY SERVICE LATERALS, GAS PIPING, POWER, TELECOMM 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 2.5 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. STANDARD CITY OF CARMEL STANDARDS DRAWING WATER &SEWER MAIN AND LATERAL TRENCH DETAIL 10-32 FOR UTILITY INSTALLATIONS WITHIN CITY R/W This drawing and/or specifications is provided as an instrument of service provided by Cash Waggner & Associates, PC and is intended for use on this 402 EAST 1 3TH STREET N ❑. DATE BY DESCRIPTION WILLOW HAVEN SENIOR HOMES DATE: project only. All drawings, specifications, designs, models, ideas, calculations, and arrangements appearing herein constitutes the original and unpublished Work of and remains the property of Cash Waggner & Associates, PC. Any `A` G A` SUITE 1 O 1 JASPER, IN I 47546 (n PROJECT NO.:I 19-3957 PROJECT: MEMORY CARE HOMES • ■ 9 9 9 Q mm.dd.yy INI Description reproduction, use or disclosure of the proprietary information contained herein without the prior written consent of the Cash Waggner & Associates, PC is `v `v ENS G� CASH W A G G N E R P 8 1 2. 6 3 4. 5 0 1 5 z ❑ DESIGNED BY: I N RW ADDRESS: 1 3 1 4 S WEST ROAD DRAWN BY: DIM I I I DRAWING No.: strictly prohibited. Written dimensions shown hereon shall take precedence over scaled dimensions. p v O H: FAX: 8 1 2. 6 3 4. 5 0 1 7 U1 CARMEL , I N D I A N A 4 6 O 7 4 Contractors shall calculate and measure required dimensions. Notify Cash1.3964_ Waggner & Associates, PC with any variations in dimensions or conditions from those indicated these drawings. This drawing based �� p,P R G /� /� O" CELL. 8 1 2.6 3 Sc A S S E3 C 1 A T E S, W 0 FILENAME: 13957Util-Detl on was on available information. Commencement of Work constitutes verification and acceptance of �(// �(// NO Pr_ EMAIL: N WAG G N ER@ Q LAYOUT TAB:I Layout UTILITY 0 I� SCALE:IAsShown existing conditions. C A S H WAG G N E R. C❑ M CONSULTINGIENGINEERINGISURVEYING SHEET TITLE: Application of a material or equipment to Work installed by others constitutes acceptance of that Work and assumption of responsibility for satisfactory S I G N AT Ll R E DATE CAS wAG D E T A I L S rj 1 2 installation. W W W. H G N ER. C❑ M Q ❑ F: