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Home My WebLink AboutS-37580200 qql- LO tet' O O T Q J Er 0 2 Z W D J W 2 Cn 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 STREET 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. 4 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. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTt'N' 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. 2. 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 PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF it -16- 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 FADE 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. 2" CLAS �k 219 - CLA I CLA CALL 81 1 BEFORE YOU 1, 1 2.5' 1' 19 - MIN IMIN � - MIN 1 MINIMIN L - 6.5' M I N . -----i 2" DEPTH OF GRIND OR SAWCUT AND REMOVI- * SEE. DWG# HR -05 FOR MINIMUM STANDARDS OF CURB OR OF PAVEMENT DIG! 2" CLASS 'B' ;ENTER LINE OR .ANE LINE r�- 6.5' MIN. -- 1 ' -1' 1' 2.5' 1' 1' MIN MIN MIN MIN MIN ACP CLASS `E' OR `B' X, 6" CRUSHED SURFACING TOP COURSE �- CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE ADOPTED ,p STANDAM PLANS N � LST DATE: 12/96 DWG. NAME: HR -23 SP PAGE: H032A TYPICAL PATCH FOR FLEXIBLE PAVEMENT N.T.S. OFFE ENGINEERS 13932 SOUTHEAST 159TH. PLACE RENTON, WASHINGTO.N 98058 PHONE: 425-260-3412 CONTACT- DARRELL OFFE, P.E. L- 00000000.0 • •P�� wAsy�Ncr Do • ° ° o ° o ° •` • •°s 27460 oE•sRo°�• s�•� • °• °•°o 0 CONAL �' 02/23/2015 NO. R�Nl ENTC)"' £3 SEWER COVF'i I FRAME P 4N . '. Vit. 25' DIA. I.Yp ',°VER SECTION VIEW BE -L THOLES S T ; EQUALLY SPACE 1�s - APART CIN 23 T. t.' (586mm)' IIIA B.C. (SEE T=L 141L) COVER BOTTOM VIEW (31" 131::. T �>Df . (Al. -LEN HEAD) 5/8'* ..11 :X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 2 1� FSA f-1/4' '6 -nm) DIA r NEOPRENE CASKS' Lf i r _1_1 :N CR3mm) [16m,ma ; `)94r .,.' GASKET GROOVE DE', AIL A ,56 "'' NOTES: RAME SECTION VIEW 1, ALL COVEw- SHALL. BE L0(.KING LICA PER EAST *lN REVISION JORDAN IRON WORKS 'NC. No. 3717C1 OR tt�UAL. L. USE FRAME AND COVER FOR STORM (SPECIFY" "DRAIN" ;DN COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER") I �3'.�C WOFZK::� ` tj R`rhi ax�.r MANHOLE FRAME AND COVER I STD. PIAN 401 DECEMBER 2008 SURVEY S U RVEYED scALE. DESIGNED: SCALE D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH BY DATE I AP P R APPROvm: s ACcoROINGLY BEDDING FOR SANITARY SEWER PIPE NU'ES: Z PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. S. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE, HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE"" STANDARD SPECIFICATIONS. >. P'PF ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPEDFICATIONS OR PEA GRAVEL. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW ANE IS MAINTAINED. IRE.NCH MOTH SHALL BE PER SECTION 2-09,4 OF I'HE STANDARD SPECIFICATIONS, 406 P'UI311C WORKS I PIPE BEDDING 8?D. f DEPARTMENT FOR SANITARY SEWERS OCTOBER. 201 6" BUILDING SEER PIPE TEE NTH 6" SIDE (X;TLET PROPERTY LINE o FUTURE ' [BUILDING SEWLk µl �2'=x 4" STUC MARKING ROST FAINTED �6*XB")(6' WYE WHITF WITH THE WORD "SEWER" STENCILED SUI"RfACL CLEANOUT, *IH IN 3" HIGH BLACK LETTERS AND #6 WIRE CAST RON RING do COVER {EAST JORDAN IRON WORK ; 1NRAPT'EO AROUND THE STUD AND ir 2975 OR APPROVED EQUAL, EXTENDED TO THE TOP OF THE STUD, CL SPECIE Y 'SEWER' ON U0, SEE STD. PLAN 403.1 FOR INSTALLATION) ACCEPTABLE PROCEDURI=S FOR WF SE'WFk CONNECTIONS TO MAIM LINES ARE AS FOU.GWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION Of SEWER MAIN WITH A NEW TIE USING FLEXIBLE COUPLINGS (FERNCQ OR APPROVED EQUAL). B. CONCRETE MAIN CUT iN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLE)OBLI» COUPLINGS (F ERNCO OR APIPROVED EQUAL.). C. PVC MAIM - CORE --DRILLED WTI A ROMAC SADDLE (CER APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. 0. DUCTILE IRON MAIN -- CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOx_F CONNECTION -- ALL CONNF'.:CTIONS TO MANHOLES SHALl BE AT MANUFAGTURM KNOCK --OUTS OR niE STRUCTURE SHALL BE CORE -DRILLED, �-- 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE 'RON PIPE. � :3:5 Mxn _0NCRE TF 13LOCKING ... ,.:.. �'" SIDE OUTLET TEE MIN. MAIN F(..F vATLQI SEWER MAIN NOTE UNLES`-, JTHERWISE SHOWN ON PLAN, SIDE SEWEP, SHALL. HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3- ' LOWER THAN '`IiE.: LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. G t" L .-, o: ► t a e. t c 1{ nol' HORIZONTAL. - -- ------ ----- r ` STANDARD SIDE SEINER f PUSLdC WORKS +( INSTALLATION DEP"tet` � 'ME" T (SEWER MAIN TO PROPERTY LINE) VERTICAL: NAW 1988 HORIZONTAL- NAD ,9/,99, ;; R C ITY O RENTON DATUM Planning/Building/Public Works Dept. M. PLAN - 4".1 JANUARY 2013 S-315801 RECOMMENDED FOR APPROV By: �Date: 400, By: Date: By: Date: By: Date: SHELDEN SHORT PLAT SCOTT DONOG H HOMES, INC I SEWER ETAILS / NOTES 1318 KENNWICK AVENUE NE 02/23/2015 FIEI DBOOK: PAGE: DRAWIN(' NO: HEU: 10 OF: 18