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Home My WebLink AboutS-354201w 4Z U w 'o a ti N IF- W E (b U d s 11 a. �±241,�� RANW Of W PROPERTY OF CENTERLINE OF PL. FOUND CONCRETE MONUMENT WITH 3 8 BRASS PLUG WITH PUNCH IN CASE $SMH III 5 IS N 71'3428" W A DISTANCE OF 375.32' #5 r FROM SSMH L4 #1 TAX PARCEL #214370 -1125 'moo, E� a� 15' SEWER EA E g� FOR CITY OF RE E'f R � 148 iPyq[r EoOE � 148 O WOOD DECK lo� 136 / ^i n / 1 34 132', 130 b / gRCez 12a NkL 126 / LOT B 16,720 So. FT. TAX PARCEL l 1 #214370 -1170 /TAX PARCEL / / #214370 -1180 / I h Jy� LOCATED IN THE N.E. 114 OF THE S.W. 104, OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 E, W.M. CUT -Ill CONNECTION r2 6 ROMAC FLEX COUPLINGS 2 6" SPOOLS (1.5 LF) i) 6' TEE MJXFL, 28' 6' DI (i) 6" GV (MJXFL) 1 CONC THRUST BLOCK FIELD VERIFY LOCATION & DEPTH COORDINATE CONNECTION WITH CITY CREWS Water Utility Notes and Specifications #2 60D NAIL SET IN S. FACE 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. SAP .i \ OF UTILITY POLE 2. All work material shall be in conformance wfth the standards and specifications of the City of Renton Planning/Building /Public Works Department and the 1996 edition of the s \� ELVATION= 142.78' RD 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. NZ, 42•,2 \ \ 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 Department at (425) 430 -i SOT. 19,99, �. , ` The Police Department, Fee Department, and 911 shall be notified 24 hours in advance of any work in the right of way. 4. MI locations of existing utilities shown are approximate and it shall be the oentractors respomibflily to vertly the true and correct location so as to avoid damage or disturbance. For unlit #4 M m locates call 48 -hour locators 800 - 424 -5555• S An approved Traffic Control Plan is required to be submitted at the Pre-Construction meeting. i6 > 6. All woterr in pipe is to be cement lined ductile iron pipe conforming to AWWA CHO and C111 or latest revision, thickness Class 52. Cement mortar lining and seal coaling shall confer n ±6,720 LOT 1/1 TAX PARCEL 214370 -1111 113,440 SO. FT. 10.37 ACRES 6" PyyG SS STUB { DTL 3/5, IE= 104.12 / X= 1296271.99, Y= 177529.4 / TAX PARCEL l #214370 -1190 { HOUSE 71 Av. 41Nvo Rc r 0 129 / 2 \ Eke to AWWA 1,104 or latest revision. Pipe pmts to be push -on or mechanical pint. Bedding to be Doss C. All ductile Iran pipe and fittings shall be pd)dthyicae wrapped per ANSI /AWWA C105/A21.5 -93 Standards. 7. Cast 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 i nth 23,,9, Clop � PAwTED ANSI /AWWA C104/421/4 -90. If fittings are 3 to 12 inches In diameter and have mechanical pints, the fittings shall in accordance with either ANSI /AWWA CI10- A21.10 -87 a ANSI /AWWA HA �. [ WAT T ER L IN - 1,153 A21.53 94. Three 3 inch to 12 inch diameter fittings, which have mechanical ' ints and/or flanged ' In shall be in accordance RO[[FD \ "� / O 9 : p % 9 p � nce with ANSI /AWWA CI10/A2t,10.81 a a canbmatia ' / 13 FpGE �� ` FIRE 2;�� of ANSI /AWWA C110/A21,10.87 and ANSI /AWWA C153/A21.53 -94 such that the portion of the fitting with a mechanical pints) may be with AN51 /AWWA C153/A21.53 -94 and that porton 124TY LINE AND of the film with flan ruts shall be In accordance with AWWA C110 A21.10 -87. Acceptance tesUn in accordance with section 53.53 of ANSI AWWA section 10-4.3 of ANSI AWWA' - -- - - -13 '� 137OF 9 flanged p O / P 9 / / NEW 33��yy" ETERS & S.W. CI10/A21.10 -87 shall be obtained by the contractor and transmitted to the owner. SERwCE5 FOR LOTS A & B 230,0p, \� ` 8. Gate vales shall be iron body, bronzed- mounted, double disc with bronze wedging device and Cuing stuffing box (AWWA C500) or of resilient seated type (AWWA C509). Valves shall b LOT A METER: ` designed for a minimum water operating pressure of 200 sr Gate valves shall be Clow List 14,, Mueller Company NO. A2380 or M & H. X= 1296323.8, Y= 177783.4 P • P Y LOT B METER: \ 9. Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening agsinst pressure) conforming to AWWA C- 502 -85 with a 6 inch mechanical pint inlet and c X= 1296321.2, Y= 177784.3 NOTE: 46 SSMH #6 main valve opening (MVO) of 5-1/4 inch two 2 -1/2 inch hose nozzles with National Standard flreads 7 -112 threads er inch and one 4 inch er nozzle with the t8 P tt 6 DTL °,7:, . enDY, X= 1296323.8 ` Y= 177626.1 1 6. _W / 0 ^ry$" TAX PARCEL s J214370-1087 / HOUSE S.W. CORNER 13.1' E. OF PROPERTY LINE \FOUND REBAR AND CAP 0.20' S. BY 0.10' E. OF PROPERTY CORNER TAX PARCEL #214370 -1206 WATER & SEWER PLAN 1'=30' Cramer Northwest Inc. ENGINEERS, SURVEYORS & PLANNERS 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852 -4880 (local) or 1- (800)251 -0189 (toll free) (253)852 -4955 (fax) E -MAIL: cnl®cromernw.com TAX PARCEL #214370 -1216 WATER METERS TO BE INSTATED BY l DI S 71'21'41^ E A CITY CREWS UNDER SEPARATE PERMITS DISTANCE of 251.44 ' FROM SSMH 4 FOUND CONCRETE MONUMENT/ /l WITH 5 BRASS DISK WITH PUNCH IN CASE Sanitary Sewer Notes and Specifications 1. All work materials shall be in conformance with the standards and specification of the City of Renton Utility Department and the latest edition of the WSDOT /APWA Standards and Specifications. 2. All construction shall be in accordance with 'Standard Specifications for Municipal Public Works Construction' prepared by Washington State Chapter American Public Works Association, latest edition (APWA) and City of Renton Standard Specifications. 3. All locations of existing unities shown are approximate and it shall be the contractors responsibility to verify the true and correct location so as to avoid damage or disturbance. 4. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 5. It shall be the respond lity of the contractor to obtain street use and any other related permits prior to any construction. 6. Plans approved by the City of Rotor, Public Works Department shall take precedence over all other plans. 7. A copy of these approved plans must be on the jab site whenever construction is in progress, 8• 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. 9. Backfill shall be laced equally or both bar stales of the pipe in layers with a loose overage el f 6 i depth a inches, maximum depth of 8 inch thoroughly tamping I P q Y PP each layer to )e 9 eP es, eP 9h Y P 9 )e 95 percent of aximu m m density. These compacted la must extend a o i f one a diameter on each side of the i a to the s' f P Y tale o the trench. Materials to complete P � Pipe Pe P the fill over pipe shall be the some as described. PP oribed 10. en cut road crossings r fo ut1R trenches on existing traveled roadway II 0P shall be backfilled with crashed rode and mechanically c 9 Y 9 Y y anpacted. Cuts into the existing asphalt shall be routine cut wit'n saw in a conUnuous line. A temporary mix patch must be placed immediately after badefill and compaction, A permanent hot mix patch shall be placed within 10 days cad shall be per City of Renton current standards 11. Datum shall be City of Renton, 1988 HAD, 12 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. 13. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7 of the current State of Washington Standard Specifications for Road and Bridge Construction. This shall indude necessary leveling of the trench bottom or the top of the foundation material, as well ce 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 shill be pea gravel 6 inches above and below the pipe. 14. Sanitary sewer pipe shall be pdyvinyi chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or facile iron class 50. 15. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade. In paved area, cover must dope in all directions to match paving. p pump a new ca e a a n threads per Inch, 60 degrees V. Threads: outside diameter of male thread 4.875 and root diameter 4.6261 Hydrants shall have a 1 -1/4 inch pentagon operating nut opened by turning counter clockwise (left). 10. The two 2 -1/2 Inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall be fitted w h suitable neoprene gaskets for positive water tightness under test pressures. 11. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 Inch Seattle Thread x 5 inch Storz. Storz adapter shall be forged and /or extruded 6061 -T6 aluminum alloy, hardcoof anodized. Threaded end portion shall have no lugs and two set screws 180 degrees apart Stow face to be metal, no gasket to weather. Stan cap to have synthetic molded rubber go ket, and shall be attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable 12. Fire hydrants shall be painted wRh two coats of paint. Preservative paint number 43 -655 safety yellow or approved equal. 13. Pumper connection to face roadway assembly. 14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revision, 15. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All watermain 12 inches and lager shall be at a minimum of 48 Inches below fru h grade. Where utility conflicts occur, watermofns are to be lowered to dear. 16, All watemhalns 6 inches and larger In diameter shall be cleaned with pipe cleaning "PIGS' pria' to disinfection. The 'Poly pigs' shall be Girard Industries Aqua Swab -AS or approved equal, 2 Ib /a, ft. density foam with 90A dummeter urethane rubber ooa6ng on the rear of 'PIG" only. 17. 'PIGS• shall be cylinder shaped with bullet nose or square end. The contractor will perform Bin clearing operation. 111 All watermams and services shall be pressure tested to a minimum of 200 psi or 150 psi ove?',operating pressure, in accordance with the specifications of the City of Renton and the Washington Stale Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. The quantity of water lost from the main shall not exit Led the number of gallons per hour as listed in City of Renton Standard Plans & Specifications 7- 11.1(11). The loss in pressure shell not exceed 5 psi during the 2 hour test period. 19. All watermoins and services shall be disinfected by the Injection of a 50 ppm (minimum cano hatnon) chlorine/water solution. Dry Calcium Hypoddorite shall NOT be placed In the pip as laid. Chlorine shall be metered/mJected In accordance with Section 7- 11.3(12)E or 7- 11.3(12j1 of the Standard Spedficatins referenced above. 20. A pre-construction conference is required prior to any construction. A minimum of five (5) working days notice is requited for scheduling. 21. Twenty -four (24) hours notice will be requited prior to stating new construction. 22 It shall be the contractors responsibility to secure all necessary permits prior to starting construction. 23. Installation of orate steps, water services lines and meters shall not be done until all service reenen meter applications, I on construction permits, and ant f f s, ts, s, o vita have been �P W a9 PP P , Patin made to the CR Y of Renton. 24. All connection to existing ains is to be accomplished b the City of Renton except wet t m which may be made b approved wet to contractors with for approval 9 P Y Y W. Y Y PP P Pl aPP rut ±ran the Publl Woks Department All necessary excavation and materials are to be supplied by the contractor and be on-site prior to City notifications. 25. Inspection will be accomplished by a representative of the City of Renton. It shall be the calrachies responsibility to notify Development Services twenty four (24) hours In advance o backfdling all construction. The contractor, as well as the engineers, shall keep as-built drawings. 26. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie -fn. 27. All pint restraint systems (shackle rods, nuts, bolts, eta.) shall be as manufactured by the Sior Manufacturing Company of Columbus Ohio, or equal, approved in writing by the Public Woks Department 28. Asphalt -and concrete street paving shall be sawcut to a minimum depth of two (2) inches iA mat streets may be specie cut, All surface concrete, pavement, shdewalks, curb, quite t and driveway approaches shall be sawcut to a minimum depth of two (2) Inches or removed to an'ezating expansion pint. 29. A temporary cold m& asphalt patch shall be placed on the day of initial excavation with a permanent, sealed patch to be placed, to City of Renton policy, within 10 days, Call for subgrode inspection prior to placement of find patch. x 30. For City projects such as telemetry conduit, the PVC pipe used shelf be All chemical process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 80 F iC pipe under improved areas UTILITY CONFLICT NOTE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VER1fCAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING U71LITY LOCATE 0 1 -800- 424 -5555 AND THEN POT�HLYINCAALL EXIS77NG U77LITIES AT LO ON OF S=354201 SUBJECT lUTILITIES LEY VERIFY WHETHER OR NOT CONFLICTS VARIATION SHOWN WITH WEST PLANS ARE O NOT A E OBBLEMS ARE TO RESOLVE ALL CITY OF RENTON DATUM Planning /Building /Public Works Dept. RECOMMENDED FOR APPROVAL T BY: � DATE: D- s BY; DATE: « -z� o; BY: Afflifill DATE: I L1 1f41 BY: DATE: vile THIRD PLACE SHORT PLAT 2/5/0 i FOR TARA TUMBER PILE CP/.W1110 N0: WATER & SEWER PLAN 4 0_0- 35101 Cod TAI- NIN N NIAI LSK 3 REVISION PER PUBLIC WORKS LSK 7/15 2 REVISION PER FIRE DEPARTMENT FOR VARIANCE LSK 611 °PAWN' LSK K a+l 1 REVISION PER CDR LSK 4/25 cxxcxm: LSK a ruu saw l w em Lxc � swc nanaoMI NO. REVISION BY DATE APPR .1PPRMD; CITY OF RENTON DATUM Planning /Building /Public Works Dept. RECOMMENDED FOR APPROVAL T BY: � DATE: D- s BY; DATE: « -z� o; BY: Afflifill DATE: I L1 1f41 BY: DATE: vile THIRD PLACE SHORT PLAT 2/5/0 i FOR TARA TUMBER PILE CP/.W1110 N0: WATER & SEWER PLAN 4 0_0- 35101 Cod TAI- NIN N NIAI