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Home My WebLink AboutR-41160154T (n ry W Q 0 Q LLJ a T T O (1) OPEN PICKHO( CASTIRONFRAMEALO COVER. SEE NOTE S— a a A• cuss T. ASPKALT. SEE NOTE a MEANOUT RISER, SEE NOTE 3 smL nGHr4s• aErvD care SOIL TIGHT PLAN VIEW GRAIN CMIN,FOR. ING OR \ DRAIN RAIN COLLECT ROOF DRAIN COLLECTOR PIPE, SEE NOTE t TOOVERFLOw 'y�f STRUCTURE OR STORM MAIN �PDN+I 4- o-va Dw 1FDDIP 15' DIP /_ PAVEDAREATTrP.) 1• COMPACTED SAND OR GRAVEL MINKFILL FOR ORAINS PERwsooTsua 1PIa) DRAINAGE, SEWER CLEANOUT NTS CC-8. COVER SECTION 16' PROPOSED RIGHT OF WAY 1' DEDICATION ' . I TVACATION I I FACE OF BLDG EXISTING GAq $$ERVICE TO BE ABANDOIY PURVEYOR) 6' ROOF DRAIN TELECOM (CTL) AND LATERAL TELECOM(COMCAST) 2N GAS SERVICE (PSE) I II I— ITT 2%SLOPE Il d ETHAFOAM PAD EXISTING 12" STORM (IF VCL NE 1'1 EXISTING 8' SANITARY NOTE: 1. EX. SANITARY AND STORM MAIN ELEVATIONS PER COR RECORD DWG S-051314. 2. USE ETHAFOAM PAD IF VERTICAL CLEARANCE BETWEEN LATERAL AND SEWER MAIN LESS THAN 1'. ESTIMATED VCL ASSUMES SPRINGLINE CONNECTION TO EX. STORM. 3. INSTALL TELECOM WITH AT LEAST V VERTICAL SEPARATION FROM STORM LATERAL. STORM LATERAL — PUBLIC ALLEY 1" =10' CC-8.12 CC-8.17 �� D U B I EL ' Seat Meridian Ave N JI III I V tony@, WA 98103 terry@dubinenv.com Environmental (206) 698-0057 Utility Specifications Sanitary Sewer Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER LTTILITY. 1. All work and Work material 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 Manning/Building/Public Works Department. An approved traffic control plan must be obtained prior to beginning any Work within public right of way. 3. All locafons of existing utilities shown are approximate and it shall be the Contractors responsibility to verify the true and Coned location so as to avoid damage or disturbance. 4. A pre -construction comerence 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 at the City of Renton.) R shall be the contractor's responsibility W notify the Public Works Inspector 24 hours in advance of backfilling all construction. 5. 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 responsibllRy of the Contractor to obtain street use and any other related permits prior to any Construction. 7. Plans approved by the City of Ramon, 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-buiR drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 10. Backfll 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 benches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by PIN NTS 2 2 FEMALE RECEIVING FLANGE ALIOWSFOR WATERTGHT SEALING OF JOINTS Utility Specifications 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 unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the 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 property prepared foundation in accordance 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 R2nbm Standard Mans & Specifcations. 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 6Inches above and below the pipe. 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. 16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade or must have minimum 2' diameter Concrete ring poured at grade. In paved area, Cover must slope in all directions W match paving. PLYWOODTOPKEEPS TRENCN CLEAN DURING CONSTRUCTION HEAVY DUTYLOAD BEARING STAINLESS STEELZ - FRAME c. LLTM SMOOTH PRECAST RBER REINFORCED T LONG XSIB' 0 CONCRETE POLYMER TRENCH BODY ANCHCRS ®18. O.C. RIGID METAL INSTALLATION BRACKETS ACCEPT " REBAR IDENTIFICATION_ABEL WITHFLCWDIRECTION II� 5 Y18' F85re'4 FRONT VIEW 4 cC_ CG8.17 AS —NOTED RIOWv. NNENONM/19°' MP Nmro TD DATUM �CH PHL IF NOT ONE INCIA N0. REVISION BY DATE I APPR '^^°NEIN vikZ AIX01INMY AVIIIIIIIIIIIIN CITY OF tvRENTON Planning/Building/Public Works Dept. R-411632 IN COMPLIANCE WITH CITY OF RENTON STANDARDS NNNN DEVELOPMENT ENGINEERING O jchavez 08/28/2020 CITC RENTON 1300 BRONSON WAY N RENTON. WA 98057 STORM AND SEWER DETAILS - 3 I— w co LILI L — \_J U PI U CC17 "`L` 45 °f:58 U