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Home My WebLink AboutS-326402I ROLE 207 FR 2�Z 9VA4NiNEU �M' -2msi w 5 - 3>2ab4,002� C sr) � ,- a ¢ N a WATER & SEWER BAZE PROFESSIONAL LOCATED IN THE N. E. 7/4, PLAN CENTER OF THE N. W. 7/4, Water Utility Notes and Specifications f. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTIUTY. 2. All work material shall be in conformance with the standards and specifications of the City of Renton Planning /Building/Public Works Department and the 1996 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 a o OF SECTION 3 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., approved plans shall be kept on site at all times during construction. 3. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in writing by the Public Works C/) WKING Department 430 -7301. The Police Department, Fire Department, 911 be 24 hours in in the COUNTY WASHINGTON at (425) and shall notified advance of any work right of way. 4. All locations be the to the true location to damage I G of existing utilities shown are approximate and It shall contractors responsibility verify and correct so as avoid or disturbance. For utility locates call 48 -hour. locators 800 - 424 -5555. 5. An approved Traffic Control Plan is required to be submitted at thePre- Construction meeting. CL 6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110 and C111 or latest revision, thickness Class 52. Cement mstar lin!ng and a � seal coating shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical pint. Bedding to be Class C. All ductile iron pipe and fittings shall be wrapped ANSI /AWWA C105/A21.5 -93 Standards. LJ O Z W g - I NJ � �-; R'AREA - polyethylene per 7. Cost iron and ductile iron fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI /AWWA C110/A21.10 -87. Cement lining shall be in accordance with ANSI /AWWA C104/421/4 -90. If fittings are 3 to 12 inches in diameter and have mechanical joints, the flttings shall in accordance with ANSI /AWWA C110- A21.10 -87 or ANSI /AWWA C153/A21.53 -94. Three (3) inch to 12 inch diameter fittings, have /or flanged O J PV either which mechanical joints and joints, shall be in accordance with ANSI /AWWA C110/A21.10.87 or a combination of ANSI /AWWA C110/A21.10.87 and ANSI /AWWA C153/A21.53 -94 such that the portion of J o zz fo' SETBACK AS SHOWN ON 8SP- 014 -92 the fitting with a mechanical joint(s) may be with ANSI /AWWA C153/A21.53 -94 and that portion of the fitting with flanged joint(s) shall be in accordance with AWWA Q Q > W - ( PURPOSE NOT NOTED) o Z titi� - 707 -� 1�•82� ° C110/A21.10 -87. Acceptance testing in accordance with section 53.53 of',ANSI /AWWA section 10 -4.3 of ANSI /AWWA C110/A21.1D -87 shall be obtained by the transmitted to the Z O W W - o 1a.ee' - - contractor and owner. 8. Gate vales shall be iron body, bronzed - mounted, double disc with bronze wedging device and 0 -ring stuffing box (AWWA C500) or of resilient seated type (AWWA v - ° o C509). Valves shall be designed for a minimum water operating pressure of 200 psi. Gate valves shall be Clow List 14, Mueller Company NO. A2380 or M & H. W W `�' 9...Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C- 502 -85 with a 6 inch mechanical joint Inlet and a main valve opening (M.V.O.) of 5 -1/4 inch, two 2 -1/2 inch hose nozzles with National Standard Threads 7 -1/2 threads per Inch and O one 4 inch pumper nozzle with the new Seattle Pattern 6 threads per Inch, 60 degrees V. Threads: outside diameter of male thread 4.875 and root diameter tY 24 4.6263. Hydrants shall have a 1 -1/4 . inch pentagon operating nut opened by turning, counter clockwise (left). W C L>J _ Q 10. The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the some design and proportions as the hydrant stem nut FIRE HYDRANT DTL 6/5 Caps shall be with suitable neoprene gaskets for positive water tightness under test pressures. ® ® '.. 1 -6" GATE VALVE (FLXMJ) 11. The 4 inch . pumper nozzle shall be fitted with a Storz adapter, A inch Seattle Thread z 5 inch Storz: Starr adapter shall be forged and /or extruded 6061 -T6 Q m EX 83 E BLOWOFF I8 DI 1-8-X6' TEE (MJXFL) :(CONCRETE BLOCK): aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180 degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have synthetic molded rubber gasket; and shall be attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable. (n - T BE REMO 12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43 -655 safety yellow or approved equal. .: 13. Pumper connection to face roadway assembly.. �ONC 14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revision. 15. All watermoins 10 inches and smaller to .maintain a minimum cover of 36 inches below finish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, watermains are to be lowered to clear. a 16. All watermains 6: inches and larger in diameter shall be cleaned with pipe cleaning "PIGS" prior to disinfection. The "Poly pigs" shall be Girard Industries Aqua 1 j0� I I I Swab -AS or approved equal, 2' lb/cu. ft. density foam with 90A durometer urethane rubber coating on the rear of "PIG" only. ,- p'\. E.�. R -', ,..._, .. - . ?- ._.a.. _.; '.• � I _ .. 17._" PIGS ' . shall . be cylinder shaped with bullet nose . or square end. . The contractor will .perform .the ..cleaning . operation. aof 6a5 a 18. All watermains and services shall be pressure tested to a minimum of 200 psi or 150 psi over operating pressure, in accordance with the specifications of the of Renton the Washington State Health Department. All testing be done in the of the City Renton. The .City and pressure shall presence a representative of of quantity of water lost from the main shall not exceed the number of hour as listed in City of Renton Standard Plans & Specifications 7- 11.3(11). The s'- - �' ° �, gallons per loss in pressure shall not exceed 5 during the 2 hour test O 3Q w - �• _ psi period. 19. All watermains and services shall be disinfected by the injection of a 50 ppm (minimum concentration) chlorine /water solution. Dry Calcium Hypochlorite shall N�. :y c X02 - NOT be placed in the pipe as laid. Chlorine shall be metered /injectedin accordance with Section 7-11.3(12)E or 7- 11.3(12)F of the Standard Specifications referenced above.' F l w 0L g o Q I '4 20. Apre- construction conference is required prior to any construction. A minimum of five (5) working days notice is required for scheduling. 21. Twenty- four(24) hours be E ,pLUjdglpp, LOT6 "' m- A`I '� I LOT notice will required prior to starting new construction. - 22. It shall be the contractors: responsibility to secure all necessary permits prior to starting construction. 23. Installation. of lines be done \ 4' 6" D1 -BY 35, 000± SQ. FT. a I o I corporate stops, water services, and meters shall not until all service agreements, applications, construction permits, and payment of fees have. been made to the City of Renton. 9 FF P P yin y E ...ern ® (0.80± 'ACRE) t°I 'z; y : :x - • 24. All connection to existing mains is to be accomplished by the City of Renton, except wet taps, which may be made by approved wet lap contractors with prior approval from the. Public Works Department. All necessary excavation and materials are to be supplied by the contractor and be on -site prior to City notifications. P Y _� �� c v rn o � 6" 90' BEND. (MJXMJ •. PLUMBING BY OTHERS w � •' I .25..Inspection '.will be accomplished pli by a representative of the City of Renton. It shall be the contractor's responsibility to notify Development Services twenty four FL CONC BLKG (24) hours in advance of backfilling all construction. The contractor, as well as the engineers, shall keep as -built drawings. 2" PVC r 26. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie -in. & .5' ' 90' BEND I 27. All joint restraint systems; (shackle rods, nuts; bolts; etc.) shall be as manufactured by the Star Manufacturing Company of Columbus Ohio, or equal, approved in P 43 $ I w I NOTE: THE FIRE HYDRANT WEST OF THE SOUTHWEST writing by the Public Works Department. 28. Asphalt and concrete street paving shall be sawcu P P 9 t to a minimum depth of two (2) inches. Oil mat streets may. be spade cut. All surface concrete, pavement, "sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2) inches or removed to an existing: expansion joint. o � PROPERTY CORNER SW 4 R ( 3 0) REQUIRES A RETROFIT WITH 29. A temporary cold mix asphalt patch shall be placed the day of initial excavation with a permanent, sealed patch to be laced to City of Renton i P Y P P P Y P P p y n policy, within I ;10 days. Call for subgrade inspection prior to placement of final patch. 115' 2" PVC ti A 5 -INCH STORZ FITTING •30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved PLUMBIrJ `(� JnW-r - LFAr.1 areas and schedule 80 PVC pipe under improved areas. -O n WW `a 101' 6" DI 6 PLUG TEE M f�yJEp -ro ehns�" 6 "x6" JXFL CSroE of JA.Lrj6" G.V. (FLXMJ) NEW 2 DOMESTIC METER .WITH 2 RPBD IN ABOVE GROUND HOT BOX 6' DDCVA IN VAULT jam ° o 6" PVC S z 2 r' ®29 MIN of to p �ilwns l•• - - o+ CONC BLOC ,., " 1/4 P A -.. 6 PRIVATE FIRE LINE .. NE °' , I 24't l I '.. 0 _ a . CURB CONTHRM WEST � - I ��ORFC SOnaE° Ja : • PROPERTY LINE z w - EXTItUDID CURB RIM EL -21.43 0' LANDS & urILITY. EASEMEN 4 . 16.67 ~�L.LANVS 9' \ PER PLAT (VOL 8, PG. 12 :& 13 I POWER TRANSFORMER Expo; �Ry �S ® 1a- RRrfyxnoN I LiiiT1�°► JnWFS 6, -0„ o FUTURE a z .CENTER CHANNEL I INV. EL 13.98_ _._ _. I.> 12" PVC E & W. - CONC. WALK � EXST HYDT 109.1' WEST - C ".sran� - -. -.- I N JAU1E5 '° 166.67 -- . . •• EX 6". :SS- - -b- - Ie.eE'I - -. 6" BUILDING SEWER PIPE : 1:1 BUILDING SEWER ( OF SW PROP CORNER \` _ - - - - -EX 12 - a_11 - °2L - - z - - TEE WITH 6" SIDE OUTLET OAINT 1 1/2" LANDSCAPE IRRIGAIiON coNC. cuRe ADA COMPLIANT oG RB 2 "x 4" STUD SERVICE MARKER UPPER PORTION WHITE WITH 1 -1/2" DCVA IN BOX RAMP DTL 1/6 6" ID SEWER AND BUILDING SEWER ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH w 23' 6" DI 12' z 6' TAPPING TEE �MoJ T4� �AJr SIDE 6" TEE W SIDE OUTLET RIM EL 33.31 / BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND o EXTENDED TO THE TOP OF THE STUD. 6" GV MJXFL ( ) w OF VAULT, CONC BLKG - N. INV. (CONTRACTOR E. INV. ( W E.L.= 13.31 B PVC EL. =12.73 (12" PVC) a m $ gCEOWNET�RALCTOpROSNHAgLNLDVENRIFY INV. PRIOR 100CCONSiRUCTION) RT EL-12,89 (12" PVC) UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS R88'37'07"V 1375.461 (kW.) 1375.36' (PU T) W WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. ASPHALT PAVEMENT - CONC CURB S. W. 41ST - RIM EL -22.22 INVERTS UNOBTAINABLE 60" ALLOWABLE MAX. : VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 STREET FOR CAST IRON PIPE OR DUCTILE IRON PIPE. PIPE SEWER MAINS ARE TO BE CORE DRILLED 1:3-5 MIX ph �p�G CONCRETE +• NOLE �OG\l BLOCKING 0 Z Elf WATER & SEWER PLAN �o > -20 CHECKED F O R COMPLIANCE 6 SIDE OUTLET TEE SEWER MAIN 6 ME MP,� pP��.�rL ppN 2% MIN SLOPE HORIZONTAL LSEWER MAIN T KR UfC WA V ya l Qy Northwest r n . TO CITY STANDARDS C_A G ANGLE OF TEE AT MAIN OVER 25 ELEVATION TYPICAL SIDE SEWER ELEVATION �V. mmww ® 4®2 ENGINEERS, SURVEYORS & PLANNERS (/ Date UNLESS OTHERWISE SHOWN ON PLAN, SIDE LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE SEWER SHALL HAVE A MINIMUM 2.5 COVER AT PROPERTY 36049 945 N. CENTRAL, STE. #104, KENT, WA 98032 PFC /STER4�� - ELEVATION, WHICHEVER IS LOWER, o (253)852 -4880 (local) or 1- (800)251 -0189 (toll free) (253)852 -4955 (fax) 70NAL E' ,� -O5 Date n ./ DL .T 1 A �r T /'4, :- SIDE SEWER z. E- MAIL:: cnl6cramernw.com EXPIRES 11 26 2005 NTr.J /\ - I v N j` I /\ A ( j I �j (-� SCANNED OCT 2 6 2005 ROLE 207 FR 2�Z 9VA4NiNEU �M' -2msi w 5 - 3>2ab4,002� C sr)