The URL can be used to link to this page

Home My WebLink AboutWWP3502153.1SEC. 10, TWP. 23N, RGE. 5E, W.M. GRAPHIC SCALE 30 0 15 30 60 120 MATCH LINE SEE SHEET Cll 7.5' 7.5'- {* 12 �► - 15' SEWER EAS Ah :: ® ® x k N t z O N*� z 4 ELL I"T DETENTR0N VAULT SSMH 300'+- E. AT BACK OF WALK) T.E.= 389.51 I.E.=379.00 12" PVC IN E., 15" PVC OUT S.W. N F 01 - VV 7�.v6 �f I 0 OF 12 �90 HOUSE) • Al � Y i x \ _ - MH Eft% r) �A 4 w b }A. - (48 DIA. 0.y; 1 FTA: 61+ 3�s136• LT. _ R 2 8 J2 .::.:........°. ` 23 ' 1 %' �I /E 81PSG A,1 = 37.5_?2 37.S. 27 1 C -_ --- -- _ =_ EXIST. SSMH - LSD----�- -- �� / TE=389.51 IE=379.00(12') PVC (IN) E., 15" ICY - PVC (OUT) S.W. N 88° 02' 58" SANITARY SEWER NOTES & SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" PREPARED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION AND CITY OF RENTON STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 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. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMIT- ED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 5. A PRECONSTRUCTION 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 UTILITY DEPARTMENT AND THE OWNER'S SOILS ENGINEER 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. %v 2* f'J 8 02' 58 ; 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CON- STRUCTION. 7, PLANS APPROVED BY THE PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB 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. 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. ALL UTILITY TRENCH BACKFILL SHALL BE APPROVED BY THE OWNER'S SOIL ENGINEER. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING CITY RIGHT-OF-WAY SHALL BE BACKFILLED WITH 5/8 MINUS CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH A 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 ONE INCH THICKER THAN THE ORIGINAL ASPHALT OR THREE INCHES WHICHEVER IS GREATER. ( IN FEET ) 1 Inch = 30 ft. PROPOSED LEGEND SSMH SANITARY SEWER MANHOLE SSCO SANITARY SEWER CLEANOUT SS SANITARY SEWER 10 WATER „ NEW WATER LINE 15' SD NEW STORM DRAIN LINE CONTOUR EXISTING LEGEND 'A5x� . A,C, ASPHALTIC CONCRETE rw---------- B . E , BOTTOM ELEVATION R I I B,M, BENCH MARK 3 B.O. BLOW❑FF VALVE } C B CATCH BASIN CENTERLINE OF RIGHT-OF-WAY C�C� CONCRETE CURB C,D, CONCRETE DRIVE p I C,G. CONCRETE GUTTER pap Cl CAST IRON PIPE Q C,L CHAIN LINK CMP CORRUGATED METAL PIPE W I O ='e CP CONCRETE PIPE ® I I y 2?I C,W. CONCRETE WALK/WALL. Fes- = i (D) DESCRIPTION/DEED DATA CIS DI DUCTILE IRON 1 I EC E,C.C. ELECTRICAL CONDUIT EXTRUDED CONCRETE I I I CURB F,F, FINISHED FLOOR Q I I FIRE HYDRANT _ � G GAS MAIN L_________- I.E, INVERT ELEVATION (M) MEASURED DATA ° 6"SS P V,C, POLY VINYL ---- CHL❑RIDE RECORD DATA STA. 258 .83 R /W RIGHT -OF-WAY SS SANITARY SEWER DISK IN CONC. MO SSMH SANITARY SEWER MANHOLE SD STORM DRAIN SDMH STORM DRAIN vv -o - >� - -- - - --- -- x MANHOLE W_ G---- G X 5 TC TELEPHONE CONDUIT - -W T , V , TELEPHONE VAULT -- - --- W - W - - �- = w - ----- w -- ---- T E TOP ELEVATION - _ �_ w--- W -- -- w- - _-,� --u - UTILITY POLE W _ W WATER MAIN S.E. 128TH STREET j ,THEI�vPa�lyl47-1,aVAp�D Ta 7 /.sS. EErL✓ITHiXvTHE °4� II WATER METER . ovX /�v� As- el, 11Z7' lA,ca iyAroA/ MM - w �a WATER VALVE 4TH STREET 12.DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION0 F THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CON- STRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 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 GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING" THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING BASE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50 WHERE PIPE COVER IS LESS THAN FOUR FEET. SANITARY SEWER PRESSURE PIPE SHALL BE PVC RUBBER GASKETED ASTM D2241, SDR 26. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. Ylv,�IEe Aff WVC WATER VALVE ,� co CHAMBER Al t7 i a I SPOT GRADE + 389 9� �/%/�fiiPU '�,f'OifiEi�` f��fl �C.� �Tp�•�„t„��"" 105-.04171-1 9Tl-r .5T., *.poi TA�oM� Gr/A. �40.5 �- � � �27- q1 v PIRE& 6il9r t 17. MANHOLE RINGS AND COVERS TO BE 24 INCHES CLEAR OPENINGS, EQUAL TO OLYMPIC FOUNDRY CO. NO. 5822 WITH SOLID LID EXCEPT FOR ONE 7/8 INCH DIAMETER LIFT HOLE 8 1 /2 INCH FROM CENTER. COVER SHALL HAVE WORDING "SEWER" FOR SANITARY SEWER, OR "DRAIN" FOR STORM DRAIN. MANHOLES LOCATED WITHIN EASEMENT SHALL HAVE BOLT DOWN (LOCKING LID) RING AND COVER EQUAL TO OLYMPIC FOUNDRY NO. 5943 WS-L. 18. ALL MANHOLE JOINTS USE A CONFINED ROUND RUBBER GASKET MEET- ING ASTM C-443 SPECIFICATIONS. 19. ALL HOLES FOR INLET AND OUTLET PIPE SHALL BE BLOCKED OUT AT THE TIME OF CASTING SECTIONS UNLESS THE WALLS ARE TO BE CORE DRILLED. 20. ALL PIPE THROUGH MANHOLE WALLS SHALL HAVE "0" RING RUBBER GASKET MEETING ASTM C-478 SPECIFICATIONS IN A MANHOLE COUPLING EQUAL TO JOHNS-MANVILLE. MANHOLE WALL MAY BE CORE DRILLED AND CONICAL TYPE FLEXIBLE SEAL EQUAL TO KOR-N-SEAL SHALL BE INSTALLED. _ R'L' `OSI ON y it I Lz'bl iF '1ov, - lr ? jr . BY I APPR. I DATE E• ANQF St H i TC` ";"� ova P OR y�y to SEAL �OIVAL E '7 zi/1 ISHI ds �12/01 /95 BUSH, ROED & HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVE. EAST SEATTLE, WA 98102 (206) 323-4144 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SAFEWAY STORE 553 RENTON, WASHINGTON DESIGNED: C.S. DATE. 3/15/94 FILE NAME: DRAWN: C. J. P. SCALE 's- 3�' FIELD BOOK PAGE CHECKED. J.E.A. APPROVED: SHEETCl O OF, 12