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Home My WebLink AboutS-22850125 _. -I - _ R R _ 25 j PHASE TWO w PROPOSED OFFICE PROPOSED WAREHOUSE t'�AREHOUSE w ', FIN. FLOOR = 19.00 FIN. FLOOR =II 19.00 F N FLOOR m ; 19.00 PROPOSED GRADE 20 � �yr�n 20 _ xz I ti P � 5 - - _ _ _._ N� _ � 6 VC ..._ F GROU ND 15 97 Ir 15 (PRIVA 2.069, r 5 n II W U > ZUIO WZ I I F-I _I a 10 (PRIVATE) _�- - — -- -- 290'81' PVC ® -� - -- - -- - -� o1° ___... ' - -- 10 SSCO NO. 3 it 1 (PRIVATE) 63B°fe 0.58 mx 1 6 -INCH CLEANOUT !3 J w RIM 0 a 12" D.I.P. CL. 50 CASING - INV 5 - _ 5 00 0 1- m 1.- - .._.__.._�__ . _ __. .__.._.__ ._._._.___.._ _._. -_ INV - 15.4,( _ - - -.. _ 1aII - - -' (F RIVATE) 1�0> S MH NO. 1 b. sS la z RI = 9-7.80- 16.97 i SSMHTNO 2 IN - 92-2 IN 9.07 INV 4.38 X. 8" OUT oo 0 - ASE - ... - 0 ' RIM = i8z^& -1.24 �� - -�- � DROP CONNECTION PER X INV = 13140 -6' IN RENTON STD. FLAN N0. 80 5 INV = 99-6V 8" OUT 11.04 1 INSTALL TIDE FLEX TF -2 INSTALL CONCRETE ENCASED ! BACKFLOW VALIIIVE OR _5 DROP CONNECTION PER A (PROVED EQUAL I -5 j RENTON $TD. PLAN NQ. 8075 SANITARY SEWER PROFILE SCALE: 1" = 50' HORZ. 1" - S' VERT. SEE SHEET 7 FOR LIMITS OF CASING 12" DIP CL 50 _ 8" PVC SS_ _ PIPE SKIDS ®� \-CASING END SEAL 15' O.C. OR AS BY CASCADE SYSTEMS RECOMMENDED BY MANUFACTURERS (CCES) OR EQUAL EQUAL TO CALPICO OR CASCADE PIPE SUPPORTS STAINLESS SUPPORT S PIPE SKIDS �. LINE INSIDE CASING WITH TEFLON SKIDS AND STAINLESS STEEL SUPPORT SADDLE EQUAL TO CALPICO OR CASCADE PIPE SUPPORTS. SEAL ENDS WITH CASING END SEAL BY CASCADE SYSTEMS (CCES) OR EQUAL. DETAIL SEWER MAIN CASING NOT TO SCALE SANITARY SEWER NOTES & SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 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 WORK CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORK ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD 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 STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S TING CONSTRUCTION. TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CIO OF NOTIFY THE CI SHALL BE THE CONTRACTOR'S ADVANCE OF BAC TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. B. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION. 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 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. 11. 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. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO 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. 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. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. Consulting Engineers, Planners, and Surveyors K-1). YUSIiIWTW - 8212525 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS S-228SOI SANITARY SEWER PROFILE AND NOTES FARWEST STEEL - RENTON SITE DESIGNED: TSK DATE: 8/30/98 FILE NAME: 9556SWM.DWG PLOT DATE: 12/20/96 DRAWN: VK ADDED SEWER PROFILE BOM BGT 10/02/96 CHECKED: TSK SCALE: AS NOTED FlM bJ01f: PAGE: REVISION BY APPR. DATE APPROVED: SHEET: 9 OF: 10 s ASBUILT J RECOMMENDED FOR APPROVAL DATE APRIL 22, 199'7 BY�4 s'r 0. P�F WAS bf BY��- !1,¢116! 0�1 z BY /Ur "%W"'� iVU BY HO ON DENNIS & ASSOCIATES, INC. 2 A 2]991 W S /CISTFP"%' S]ON— EN I -3.9'1 EXPIRES: 8 -27 -98 FL-1 Drs Horton Denrim-" ats m--- Consulting Engineers, Planners, and Surveyors K-1). YUSIiIWTW - 8212525 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS S-228SOI SANITARY SEWER PROFILE AND NOTES FARWEST STEEL - RENTON SITE DESIGNED: TSK DATE: 8/30/98 FILE NAME: 9556SWM.DWG PLOT DATE: 12/20/96 DRAWN: VK ADDED SEWER PROFILE BOM BGT 10/02/96 CHECKED: TSK SCALE: AS NOTED FlM bJ01f: PAGE: REVISION BY APPR. DATE APPROVED: SHEET: 9 OF: 10 s