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Home My WebLink AboutWWP6002060.1i� Lu GRAPHIC SCALE 20 0 10 20 40 m fir! ,` V q N � V , SS M, H TYP E B SEE D TL. Top= ?&,03 -5 INV. =20.51 (6" P VC S.) 3 INS =20.41 (8" PVC W.) s 000 46,o- 0 (D c_- INV. 4NIOUT V RENJ_0� 'A I L R° (TYP. TO = 2 F 00-09 IN V. A 146 LE 8" PVC @ 2.0 PR/ VA TE LIN SEE PROFIL --(qEXT ET A, e. 41 % EAN UTI x\ IJ 7 \\x 16.75 '0 ru M CU ru LLJ �40 10 20. 14 .00- �13 00 CID, 3 CO WEST U'�p�NG 0 sT 0% 000" � -0 . I 6� ?.�, 0 j_ �lal tD @ C;105 " lee .0- 13"'A6 ,- 01 goo 0 � C3 _j CIL CONNECT__-'�`EX, MH @ OD (8' PVC E 00 cu T 4 CU V INV.=l 7�59 VC SW.) Al ) IN V. = 1 7� 49 PVC SE. Cu Lo IN V. = 1 7. 40 PVC N.) D RAISE TOP TO MATCH NEV Li GRADE OF CEMENT CONIC. S. WALK. TOP=26.'O± j" , - , / \\// j \�\ RECHANNEL MANHOLE CORE DRILL MANHOLE /X/, EXIST. SSMH FOR NEW CONNECTIONS TOP=24.01 ID CD INV.- 4 8± (8" PVC W.) A 1000, 00 I) P 7100, 0, Alq � o 4 .0000 Al Go cl� Ile G ;7 Ao (o 7 I 0 lei Vill CLEANOUT 8"x6" REDUCER (IF EXIST. LINE IS 6")_- IN GREASE INTERCEPTOR (FUTURE) INSTALL 8"x6" TO 2'-± BEHINQ`EXIST S. WALK (FOR FUTj)Rt GREASE TRAP) IN V. 7)-8'6± ,-,APPRO YIMATE LOCATION OF EXIST R. FIELD CHECK DIAME,'-R. REPLACE EXIST. SEWER W18" PVC TO THE SOUTHERN MOST PROPOSED SIDE SEWER IF DIAMETER IS LESS THAN 8". EXIST. SSMH TOP=24.79 INV,=17.61 (8" PVC E.) I N Vo = 17.54 (8 " PVC N.) < \ INV. .04 (6 PVC NE) VERTICAL DATUM: CITY OF RENTON Cu I Nv. -1 - 19. 1,J ii,t) I`Vt, NE� A _I.,f V., (8"PVC SE �\ \\ \\ \\ \\ Lj Lj Cr tECKED FOR COMPLV11143tE Trl CITY STANDARDS 9�aam 104011140di- -Date -j- __ 4111#wlw� wmw� f IV/ -7 7 Lj z 6j IBM: RAILROAD SPIKE IN WEST FACE OF POWER POLE AT NORTHERLY SIDE OF MOST SOUTHWESTERLY ENTRANCE TO SITE. ELEVATION=22.09 CHECKED FOR COMPLIANCE TO CITY'S STANDARDS WATER UTILITY DATE FIRE DEPARTMENT DATE CALL 2 DAYS PLAN REVIEW DATE BEFORE YOU DIG 1-800-424-5555 MAINTENANCE DATE ALL WORK AND MATERIALS SHALL BE f;N (l-ONf_-0RMANCE WITH THE `'NDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND SPEC IF ICATIONS THE HOURS OF WORK I THE STREET RIGHT - OF - WAY SHALL BE LIMITED TO 8:30 4.M, TO �:30 P_M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING B ' DEPARTMENT OF PUBLIC WORKS AT 235-2620. 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. 3 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASH INGTON STATE CHAPTER AMER ICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STf4NDARb SPECIFICATIONS, 4 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. 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 CONSTRUCT/ON. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 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. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION, 8 PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS, 10 THE CONTRACTOR SHALL PROV.-Il THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SLVv"':,q SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESl`_�IONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. I! B4CKFILL 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 AS DESCRIBED. 12 OPEN CUT ROAD CROSSING FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NE4TLINE CUT WITH SAW IN A CONTINUOUS LINE, A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACT/ON. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN IO-DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13 DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14 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. 15 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. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, fif-7 IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER M�_'_ SLOPE IN ALL DIRECTIONS TO MATCH PAVING. RECOMMENDED RECOMME" APPRO FOR APPP ) 11 so PLAN REYIEW WAJMATEX 1161? I T Y wl DEPARTMENT OF WnPKS E N G I N E E R S SEWER PLAN 8320 154TH AVE NE REDMOND, WA 98052-3523 (206) 869-2670 AND NOTES - - - - 7------ REVISE SEWER S.R.Sj. 204 20192 JUNE 1992 FILE NO -46 IN 81 A W RN S.R.S. REVISE SEWER 3. R,5iT. T.R. W 11 2 . 0 2B. � 3 1 CHECKED -__.... SCAB.FIELD W; W) REVISION 8y APPR.1 DATE APPROVED . ...... SHEET_... 6._._._: OF! pipucTop OF p0allrl NWIRKS S 0 M z n. o O 0 :13 0 0 > m 0 z