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Home My WebLink AboutTED4003758.10m �C:) c �r7l - cy ul lu z m z m m 0 D co Nt L0 O O It r Z) F_ Q J F_ CC O �r_ VJ z W Lu '_ V ) SEWER GENERAL NOTES 1. ALL WORK AND WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE S,fREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. A A PRE —CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBT'IN' STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JVd SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS —BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11, OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS JNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON —SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROP.` <L r PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF I I-- t CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM �?ADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 15, SANITARY SEWER PIPE SHALL BE POLYVINYI CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2 FOOT DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 7" CLAS *2„ . CLA CLA CALL 811 BEFORE YOU DIG! MIN MIN MIN MINIMIN �_ _ 6.5' MIN. —I 2" DEPTH OF GRIND OR SAWCUT AND REMOVI * SEE- DWG# HR-05 FOR MINIMUM STANDARDS �--- 6.5' M I N . -- 1' 1' 2.5' 1' 1' MIN MIN r MIN I MIN IMIN OF CURB OR OF PAVEMENT 2" CLASS 'B' \-*ACP CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE :ENTER LINE OR .ANE LINE �`- CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE Y ADOPTED v� o CITY OF R8N7'ON ♦ i STANDARD PLAN3 N i IST DATE: 12/96 fAPPR DWG. NAME: HR-23 SP PAGE: H032A TYPICAL PATCH FOR FLEXIBLE PAVEMENT N T.`:'�, OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, `A ASHINGTON 98058 PHONE: 425-260-3412 CONTACT DARRELL OFFE, P.E. L . �e �ti,oe„ O�y,� �� wASy�NcTo z 27460 e STEF?�oa o,e� O S � NAL �' 02/23/2015 NO. REVISION B4OLTHOLES ;S EQUALLY S€'Ai E 20' APART ON 231 C586mpl> DIA 9.C. (SEE TIE 141L) RENT0N SEWER COVE'k f FRAME P 4N ' 25' DIA _.— 1635mmJ t 3/4 m: 8 3r 4'_ 2s✓`2' i c'vTcn C64mm:9 T Y f=° OVER SECTION VIEW i 6 7 .r• 1/ DIA C641mmT 1 1/16' ,--1/4 C6n,> DIA C27 n 3 NEOPRENE CASKE+ t � i CI5?mnJ 51R` 3/is Fd �� q C16mm1— i�i I 4 r COVER BOTTOM VIEW (3) BL_T SEiC .ALL_EN HEAD) 5/8' 11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 3/4' 16mm3 L27rnm7 13mm) 1 GASKET GROOVE DETAIL INCITES: " N' W 4 P �, T! 1. ALL COVEN,:) SHALL 8E LOCKING LID PER EA`ST AME SECTION VIEW JORDAN IRON WORKS INC.No. 3717C1 OR EQUAL. 2, USE FRAME AND COVER FOR STORM (SPECIF`? "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATCR (SPECIFY A"ArL_R... 1C 1+rORK,a STD. PLANT — �401 AR`ThiENT MANHOLE FRAME AND COVER DECEMBER 2OU8 _ SURVEYED ...__ DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: BY DATE I APPR I APPROVED: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BEDDING FOR SANITARY SEWER PIPE N _. 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. P-IPE INSTALLATION SHALL BE PER SECTION 7-06 OF THC STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. D. PfPE DUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF 1-HE STANDARD SPECIFICATIONS PUBLIC WORKS PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS STD. 406 OCTOBER 2012 �ROPERT'Y LkNE ,. ° FUA)RE 6 BUILCJING bL1 R PIPE ( -�--y�BUILDING SEWER � i1 \ TEE WITP 6` SIDE OUTLET ? ° 6`A5'Xfi" WYE 2 x i°' STUD MARKING POST PAINTED SURFACE CLLANOU I WI IH WHITE WITH "THE; WORD 'SEWER' STENCILED CAST RON RING & COVER N 3" HIGH R€ ACK LETTERS AND #6 WIRE Li WRAPPED AROUND fIHE STUD AND r (EAST "DAN IRON WORKS; EXTENDED TO THE TOP OF THE STUD, 2975 OR APPROVED EQUAL, SPFCIFY "SEWER" ON LID. SJDESEE yTD. PLAN 403.1 FOR _aE l !leLrx ilNj. SE WE ; INSTALLATION) ACC;FPTABk.F PROCFDIiRFS FOR SIDF :�FWF.k CONNECTIONS TO MAIN UNES ARE AS FOIJ OWS; A. )ATRIFILD CLAY MAIM -- CUT IN A NEW SLCIION OF SLWLR MAIN Wfii A NEW TEE USINGFLEXIBLE COUPLINGS (FERNCO OR APPriOVED EQUAL). B. CONCRETE MAIN CUT !N A NEW SEC11ON OF SEWER M.&N WITH A NEW TLL USING FLEXIBLE COUPLINGS (PERNCO OR APPROVED LWAL). C. PVC MAIN - CORE -DRILLED WIT4 A 40MAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW 'ILL USING RIGID COUPLINGS. 0. DUCTILE IRON MAIN CORE --DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHO;,E CONNECTION - AEI. CONNECTI(*S TO MANHOLES SHALL. BF AT MANUrACTUREL KNOCK CHITS OR THE STRUCTURE SF-kl BE CORE -DRILLED, 60" ALLOWABLE MAX. / FOR CAST IRON PIPE / OR DUCTILE IRON PIPE. 3:_` MA L7NCRETF BLOCKING � , ;01`J SIDE OUTLET TEE WL'R MIN. ;4AiN ANGLECONCRETE GLOCKNG Q.F. TlC__AT_MAlN, QY0 .21 FLEYAT pt I MOTE UN R H LE: r r1E WISc SHOWN N UPLAN, SIDE SEWEP SHALT. '-iAVE A MIN,-,_,M 2,5` COVER AT PROPERTY LINE OR 3- _OWER THAN ` I," _ OWEST HOUSE ELEVATION, WHICHEVER I. 'WER a 1 I> � 27. MIN t ELOPE HORIIONTAt WER MAIN lYl'iF_ SFUrEI� EL FVA I'IOn I_.__ ..— �T ...._ _ _... s ' ", STANDARD ICE SEWER CIS 3TIBLIC WORKS INSTAL, ATION f DEPARTMENT (SEWER MAIN TO 'ROPERTY LINE) HORIZONTAL- NAD 1983/1991 <® ,6 R Cl ' Y OF b& It- RENTON DATU M Planning/Building/Public Works Dept. M. PLANT — 408A JANUARY 2013 S=375802 R=3758 10 RECOMMENDED FOR APPRO' By: Date:�.�j� By: Date: By: v Date: By: Date: SHELDEN SHORT PLAT SCOTT DONOGH HOMES, INC SEWER )ETAILS / NOTES 1318 KENI° "WICK AVENUE NE 02/23/2015 FIELDBOOK: PAGE DRAWINs' NOa SrIrIEET - - - , wx 00 to x d CD b >17-1 00 tTj W i 00 r CD CzCD ' -4h i ��.C) O O > y ' { CD r z> / y JtTi 00