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HomeMy WebLinkAboutS-362142w Z U w 'o a 0 0 U F) 2 _0 2 LLI m J r 'w VJ Q 2 a- z '0 v/ Z LW r x w cr- UJI w 0 ir F- cf) 0 J 0 0 2 U 2 Q Ci Q U) 112 PLUG AS DAM l-TEE OF APPR SEE NOTE 6 u =yraa "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL i0' BEND 3/4 THE DIAMETER OF THE DOWNSTREAM PIPE NOTES: 1. INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UTILITY SECTION. 2. ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL AS INCOMING MAINLINE 3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE BO' DIAMETER- 4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR —N —SEAL BOOTS OR APPROVED EQUAL 5. WnHIN A 60' DIAMETER MANHOLE THE MAXIMUM ALLOWABLE DIAMETER OF THE INSIDE DROP PIPING IS 12'. INSIDE DROPS EXCEEDING 12' IN DIAMETER OR MULTIPLE DROPS SHALL BE RENEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE 6. 'RELINER' BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6' OF BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER SRIAPS SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAIN'ESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS. PURIM WORKS I INSIDE DROP CONNECTIOP DEPARTMENT FOR SANITARY MANHOLE BID. PLW — 4088 AUGUST 2011 BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 6) FOUNDATION LEVEL W (SEE NOTE 4) LIMITS OF PIPE ZONE I' —D.. OF PIPE BEDDING FOR SANITARY SEWER PIPE NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE DACKFILL MATERIAL. 6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS. 7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. Sl PLN — 405 �I� ®� PU PA NORM PIPE SANITARY S BEDDING 7� DEPARTMENT FOR SANITARY SEWERS MARCH 2008 5- 362142 RECORD CHECKED FOR COMPLIlWCE TO CRY STANDARDS DRAWING K �r ® COIN ENGINEERS, I ® ®IcWl D FIRST SUBMITTAL ESM 1 11 T Avenue S. 25 SoUmTr'+E�m ED: SfNL AIL NW 19&l�t91 CITY 0C HERITAGE PLAT SANITARY SEWER EXTENSION 04/23/201, WARNING: /23/201, WARNING: Federal Wer. WA Sew I SEND SUSMITAL 6Y 12 _ 2 SANITARY SEM REIVISpNS RYE /24/12 BNO R PHASE 1 (LIBERTY HIGH SCHOOL) ° WWW."mcivil.com a-eM^ ' \E vT01v THE UTILITY LOCATIONS SHOWN �, ," , e, ," flOee� TS ' AS--BUILT SUBMITTAL ESM I3 OCL/ER a DATUM Planning /Building /Public Works Dept. SANITARY SEWER DETAILS SS —Q7 Ful Rio/ecE uonea.,�."� I �,a<ew ARnu..w,e �' /STEK". scam: ARE APPROXIMATE ONLY. DEPTH "^°'° """ � AM ,F�aE UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352-020-011 L►j R NO. REVISION BY DATE APPR "P"""A" " ° . 11 'm