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Home My WebLink AboutWTR2701760.1it"R CITY OF RENTON DEPARTMENT OF PUBLIC WORKS AS -BUILD -9 2) mir�_ 0+ 00 COREY TYPE FIRE HYDRANT EOUAL TO IOWA F-5110 AS SHOWN, PACIFIC STATES CAST IRON PIPE CO. MODEL 2, OR APPROVED EQUAL 6" MECHANICAL 101NT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-I/2- HOSE CONNECTIONS NATIONAL STANDARD THREADS, G" PUMPER CONNECTION CITY Of SF -A TTLE THREADS. 1-1/2' PENTAGON OPERATING NU(, FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT, PRESERVATIVE PAINT I.. 6B-114, INTERNATIONAL YELLOW OR APPROVED 00 I le- t. EOUAL. PUMPER CONNECTION TO FACE ROADWAY 0 �u- HYDRANT AS5EM9LY FOR 4-1/2' TRENCH. " 3 — BLUE TRAFFIC REFLECTOR / SEE STANOARO DETAIL -/ SHEET TWO-PIECE CAST IRON VALVE BOX, EQUAL To RICH VALVE CO., STANDARD 8" TOP SECTION WITH j REGULAR BASE SECTION. LENGTH TO FIT, CONCRETE BLOCKING - --CONCRETE BLOCKING UL --. � Rli � j I 0 `-CAST IRON TEE, 'NITH T } 5" FLANGE' SIDE OU TI-ET 6_ GATE VALVE IFL. MA •'� EQUAL r0 MVELLER CO. A-2360-16 6" DUCTILE IRON PIPE, CLASS 52, CEMENT LINED, LENGTH TO FIT TWO 3/[- STEEL TIE RODS, 15" .. 8" . C- MINIMUM LENGTH TO FIT. SEE STU DETAIL :OH:FcTE BLOCK FOR TIE RODS. 7 CU. FT. MINIMUM WASHED GRAVEL PASSING 1-1/2' AND RETAINED ON 1/4. MESH FOR DRAIN FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY DETAIL DATE SHEET X.XX X.XX N NOTE: MAINTAIN MINIMUM 5' SEPERATION BETWEEN STORM AND SANITARY SEWER W 0 UJ W J W � 0W Z LAJ a BUILDING / //�- F- 1 �� N\ � 0 / / U X � ILL t_ LLJ W I__ CV X IW_ M FW- X- _Q Q 1 1/2" POLYBUTYLENE o N N a- 3: Ln cV 3 Q i TUBING f- I \` 2" POLYBUTYLENE SS BETWEEN MANHOLES - - s°ss �s� _ M 9 C ANC PAD � � � TUBING ANHOI ES -----_ �; - x DOMESTIC CATCH BASIN RIM ELEV = 26,40' 1 E. 12"(N) = 22.90' I E. 12"(E) = 22.70' SHUT-OFF rl1 C BUILOfNG VALVE -DRAIN & TEST CONNECTION 2" MAIN CONTROL VALVE !�� DOUBLE CHECK VALVE 1 1 2" WATER SA SEW MH h / SPRINKLER CONTROL VALVE (OPTION- REFERENCE 3-1.1 EXCEPTION No 1 ) _v..: y S S - SERVICE &METER RiMi ELEV.= 27.19' xti' ' q 1 16 Z� TYPE 'K' SOFT COPPER TUBING I.E. 18"= 23 54' ALL � fgCT xt1 \ (BY BETYN) STALLED 1 r 5 EX. 6" C.I- C C i / / 16 WATER MAIN NOTE: BUILDING * SUPPLY CONNECTION TO N.F.P,A.-13R SPRINKLER SYSTEM TO BE DESIGNED J o �.. / BY SPRINKLER SYSTEM DESIGNER & APPROVED BY RENTON FIRE ' � � � � � � C� ;-:• I f. . PREVENTION DEPT. 4 — PLEX TJ FIN. FL BUILDING II I , r x _J 777711 * y6fARAI& WATI15K mercit, 4 VCVA Itftaiuo fog, ILANOWpe. 1Qt;eM%W &Ysre" . --- - - < i a CHECKED FOR COMPLIANCE Q - �� - ': x :L _----- - U ING -�ANDARDS PH IL26 97 - - - - 1 - ,• yNi WALK -- DOMESTIC SYSTEM Dated 4 i� SPRINKLER SYSTEM ti19 Datef — �! _L _ _ --- 6- V _ __ _ , +zz ro _.-_..-.--� �� . x x 3'x3' GARBAGE 'sy . 6, vERr � %p '---�� I-" 2joy �`,a ENCLOSURE Date c WATER NOTES ------------ _ 24'sD { p 1 o!h O '-� �. ��k�' . ' 2 xT - WAA 3+-3f►,_ 21. 0 'a �gt,� _ +2 .4� +2' S? TER Mf TER 2�-5 �Y �� r CATCH BASIN #2 Z RIM EL.=27.06 I tiSTORM DRAIN MH _ = _ _ A I.E. 8"(SE)=24 66 RIM EL =26 85 1 , All work materials shall be in conformance with the stand- ards and specifications of the City of Renton Utility Depart- ment and the latest edition of the WSDOT/APWA Standards and Specifications, as approved by the City of Renton. 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 limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in writing by the Department of Public Works at 235-2635. 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 1 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 uvoid damage or disturb- ance For utility locate coil 48-Hour Locators, 1-800-424- 5555 4. All water main pipe to be cement lined ductile iron pipe conforming to AWWA C110 and C111 or latest revision, thick- ness Class 52. Cement mortar lining and seal coating shall conform to AWWA C104 or latest revision, Pipe joints to be push -on or mechanical joint. Bedding to be class C. All ductile iron pipe installed South of Sunset Blvd. (Empire Way, SR 900) and West of SR 167 (East Valley Freeway) or in soils of high resistivity shall be polyethylene wrapped per ANSI/AWWA C105-77 Standards. 5. Cost iron and ductile iron fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI/AWWA C110/A21.10-82. Cement lining shall be in accord - once with ANSI/AWWA C104/A21 4-85 If fittings are 3 inches to 12 inches in diameter and hove mechanical joints, the fittings shall be in accordance with either ANSI/AWWA C110/A21-10-82 or ANSI/AWWA C153/A21.53-84 3 inch to 12 inch diameter fittings which have mechanical joints and/or flanged joints shall be in accordance with ANSI/AWWA C110/A21.10-82 or a combination of ANSI/AWWA C110/A21.10.82 and ANSI/AWWA C153/A21.53-84 such that the portion of the fitting with a mechanical joint(s) may be in accordance with ANSI/AWWA C153/A21.53-84 and that portion of the fitting with flanged joint(s) shall be in accordance with ANSI/AWWA C11O/A21.10-82- Acceptance testing in accordance with sec- tion 53-5.3 of ANSI/AWWA C153/A21.53-84 or with section 10- 4.3 of ANSI/AWWA C110/A21-10-82 shall be obtained by the contractor and transmitted to the owner_ 6. Gate valves shall conform to AWWA C500 and shall be iron body, bronzed -mounted, double disc with bronze wedging device and 0-ring stuffing box. 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 All valves 12" in diameter and larger, shall be installed in a vault- See water standard detail for 12' Gave Valve Assem- bly Vault and 1" Bypass Installation. 7. Fire hydrants shall be Corey type (opening with pressure) conforming to AWWA C-504-80 with a 6 inch inlet and a M_V.O. of 5 inches, two 2-1 inch hose nozzles with national standard 7 inch, 60 degrees V. threads, O.D. thread 4.875 and root diameter 4.6263, 1-1 inch pentagon operating nut opened by turning counter clockwise (left). 8. All water main 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All water main 12 inches and larger shall be at a minimum of 48 inches below finish grade Where utility conflicts occur, water mains are to be lowered to clear- 9 All water mains six (6) inches in diameter and larger shall be cleaned with pipe cleaning "PIGS" prior to disinfection. The "Poly Pigs" shall be Girard Industries Aqua Swab -AS or approved equal, 2 Ib/cu ft density foam with 90A durometer urethane rubber coating on the rear of "PIG" only. "PIGS" shall be cylinder shaped with bullet nose or square end. The City will assist the contractor who will perform the cleaning operation. 9a All water mains 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 City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. 9b All water mains and services shall be disinfected by the injection of a 50 ppm (Minimum concentration) chlorine/water solution, Dry Calcium Hypochlorite shall NOT be placed in the pipe as laid Chlorine shall be metered/injected in accordance with Section 7-11.3(12)E or 7-11 3(12)F of the Standard Specifications referenced in 1 above. 10_ A preconstruction conference is required prior to any con- struction_ A minimum of 3 (three) working days notice is required for scheduling. Prior to scheduling the precon a permit information sheet must be supplied to the Utility Engineer's Office. Twenty-four hour notice will be required prior to starting new construction. I.E. 8"(NW)=2�,61 = 1.E. 24"(W)=19 69 - _ E. 24"(N)=19 56 Bt T)?XeTT 11. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. 12. Installation of corporate stops, water services, lines and meters shall not be done until all service agreements, meter applications, construction permits, and payment of fees have been made to the City of Renton. 13 All connection to existing mains to be accomplished by the City of Renton, except wet tops which may be made by approved wet top contractors with prior approval of, from the Depart- ment of Public Works. All necessary excavation and materials to be supplied by the contractor and be on -site prior to City notifications- 14. 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. The contractor as well as the Engineers shall keep as -built drawings. 15 Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie-in 16. All joint restraint systems (shackle rods, nuts, bolti;, etc-) shall be as manufactured by the Star Manufacturing Company of Columbus Ohio or equal approved in writing by the Department of Public Works. 17 Asphalt and concrete street paving shall be sawcut to a minimum depth of two inches Oil mat streets may be space cut. All surface concrete, pavement, sidewalks, curb, gut- ters, and driveway approaches shall be sawcut to a minimum depth of two inches or removed to an existing expansion joint. 18 A temporary cold mix 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 ten days. Call for subgrode inspection prior to placement of final patch. Trenches will not be left open over night without prior written approval of the Inspector. 19. For City projects such as telemetry conduit, the PVC pipe used shall be schedule 40 in unimproved areas and schedule 80 under improved areas. Ali chemical process lines shall be schedule 80 PVC pipe. re i r' NOTE: CUT -IN BY CITY OF RENTON REVISED PER CITY OF RENTON REVISED PER CITY OF RENTON '_D PER CITY OF RENTON NO. REVISION ,G 4 r� STA. 3+46.9, 19' LT, 1-6"x6"x6" TEE (FLxFL) 1-6' G.V (FLxMJ) 1-6' G.V. (FLxFL) 1-6' 90- BEND (FLxMJ) 1-STD- H YD. ASSY (LOCATED IN PLANTER) PER CITY OF RENTON 1-6' ADAPTOR (FLxMJ) 2-C._ SOLID SLEEVES (RO-MAC ADAPTORS) 2-CONC, BLOCKINGS MERIDIAN MERIDIAN = ASSUMED BASIS OF BEARING: MONUMENTED CENTER LINE OF WELLS AVE. N_ (WELLS ST) DATUM = CITY OF RENTON BENCH MARK: CHISELED SQUARE IN BACK OF WALK AT THE INTERSECTION OF THE S-W. CORNER WILLIAMS AVE. N. AND N. 15th STREET ELEVATION = 27.89' LEGAL DESCRIPTION_ LOT 20, BLOCK 15, RENTON FARM PLAT #4, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON. LEGEND RECOMMENDED FO APPR AL BY -SAN. SEWER MANHOLE Fl E PREV TION - WATER METER RECOMMENDED -STORM MAN HOLE FOR APPROVAL -STORM CATCH BASIN BY AfttXkL/ 6— WATER UTILITry_10_4r -POWER/UTILITY POLE r.` -SPOT ELEVATION RECOMMENDEDFOR APPROVAL 50- SET 1 /2" DIA. REBAR WITH PLASTIC SURVEY CAP LICENSE No's- 9634/10356 BY A// N -� PI -AN REV III W S/IF/91 _ -FENCE if TO WNSF,ND — CHASTAIN & ASSOC, INC. K K MILD 5- 3- 91 SURVEYORS - ENGINEERS DEVELOPMENT CONSULTANTS KK MILE, 3-15-91 DGL V L D 2-18-91 409 SOUTH 3rd AVENUE KENT, WASHINGTON 98C32 BY I APPR DATE (206) 854-2043 FIFTY OF' DEPARTMENT OF REN`r(DN PUBLIC WORKS t`^ WA TER PLA Ar B URNETT AVE. N. LOT 20, BLK. 15 DESIGNED_ MD DATE: 2/ 1 8/91 ) FILE NAME: 90090 DRAWN: D G L SCALE. 1" - 20' HORZ_ FIELD Baox PAGE CHECKED: MD APPROVED- SHEET 1 0F.- I