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Home My WebLink AboutWTR2701428.19SCA L E 1 20 SHACKLE RODS (TYPICAL) PLACE CONCRETE AGAINST #3 AT 12" O.C. E. W. UNDISTURBED EARTH BOTH FACES. CENTER IN CONCRETE. REBAR 2.00' rtY A. \\ X CONCRETE BLOCKING _ 3' CLR. 6.50' 61 I \ i : STA 0+00 BASE LINE vl STA 2+86.62' PROP. LINE S 8236'23" W \ 100.00 STA 1 +00 :: BASE UNE \ i I I I � 1 POWER VAUL 7S \ ANGLE POINT SEE MAP AT RIGHT. STA 2+06, 12' RT. 8" x G" TAPPING TEE WJ x FL) G" TAPPING VALVE (FL x FL) G" ADAPTOR (FL x MJ) G" D.I. PIPE (AS REQUIRED) HYDRANT ASSYMBLY CONCRETE BLOCKING RELOCATE HYDRANT INSTALL G" (MJ) PLUG AT VALVE & SHACKLE TO DEADMAN BLOCK INSTALL DEADMAN BLOCK —OVER EXISTING 8" WATERMAIN. (SEE DETAIL) A 2+06, 12' RT. PLAN ELEVA T ION DEADMAN DETA IL N.T.S. lq�< �`23��11 //� j5' MIN /Y'i 1 L IMI TS OF WORK _ FOR WATER SYSTEM xoo (SEE DETAIL) 6' SD UL T S CLEAN OUT DNS EX. XN,,noN 6,q \1 SF v v "WATER' ACCORDING TO } AN PROVIDED BY CLIENT v` Q I 1211 D.18" D.I. 41 aD I I i JP I � Day — 8' D.I. NOTE: 12" ST—+-�.. FOR WATER METER VAULT it $" ST LL __ _ CALL OUTS SEE CITY OF RENTON -- WATER PLAN W-516B SHEET 10 FIRE HYDRANT DETAIL N. T.S. \ \ VAULT RECOMMENDED FOR APPROVAL BY _AnML,4�*qt ° TEW l/T/L /TY 1'1AU% 51 1 cm 68S6S¢ e F RECOMMENDED FOR APP10VAL +�1 �.r �/ 1 16- z !- a A- HRMFKM CONCRETE BLOCK THESE NOTES SHALL APPEAR ON ALL PLANS SVPM-TiEO- COREY TYPE 71RE HYDRANT EQUAL TO IOWA F-11111 wS SHOWN. PACIFIC STATES CAST ROk PIPE CO MODE! 2, OR APPROVED EQUAL. R' MECHANICAL JOINT NIFT w1TH LUGS. S-i/l' NAMP YALYE OPENING, TWO HOSE CONNECTIONS NATIONAL I. All work materials shall be in conformance with the standards and specifications Of the Ci of Renton Utility Department and the latest ty edition of the WSDOT/APWA Standards 2-1/2- STANDARD THREADS. A- PLIMPER CONNECTION CRY OF SEATTLE and Specifications, as approved by the City of Renton. A set of approved plans shall be kept on site at all times during construction. �^'Y THREADS. 1-1/2- PENTAGON OPERATING NUT. FIRE HYDRANT - TO BE PANTED WITH TWO COATS OF PAINT, PRESERVATIVE PANT No. 42-IU, INTERNATIONAL YELLOW OR APPROVED O EOVAL. PUMPER CONNECTION TO FACE ROADWAY 2. The hours of work in the street rit-of-Ray shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in writingby • -+mac �[ c A_!.i the Department of Public i:or'Ca at 1,115. •'7 O HYDRANT ASSEMBLY FOR 4-V2' TRENCH. s.11 Sr..�N Clnc,i res, partial or full. shall be avaroved by the Department of Public Workss 24 hours in advance. The Police Department, Fire Department, and 911 shall benotified 24 hours in advance, TRAFFIC REFLECTOR o : iocetio of exictina utility ate a--,t it Eh. -Al be the contractor's responsibility to verify the true and Corte location so as to avoid image or disturbance. For utility locate call 48-Hour LcIcators, itriu_iZ4-5555. SEE3LU SEE STANDARD DETAIL _ SHEET _ 4. Ali water main • ipe to be cement lined ductile iron pipe conforming to AWWA C110 and C111 or latest rrvision, thickness Class 52- Cement mortar logg and seal coating t o VALVEBeddin EOVAL ECE c+HT VALVE j $1AN .0 R- vALVE CO, iii STANDAm :' : SECTION WITHLENGTH shall conform to AWWA C104 or latest revision. Pipe Joints to be push -on or mechanical 'pint. g p pe to be class C All ductile iron i installed South of Sunset Bhd. �pire Wa SR 900) and West of SR 167 (East alley y, Freeway) or in soils of high resistivity be Ij I REGULAR BASE SECTION LENGTH S shall WWWW polyethylene wrapped per AI�7SI A A C105-77 Standards. l CONCRETE BLOCKING 5. Cast iron and ductile iron fittings shall be cement lined, pressure rated as rated on plans, and in accordance with ANSI/AWWA C110/A21.10-82. Cement lining shall be in accordance wit3 ANSI/AWWA C104/A21AA5. If fittings are 3 inches to 12 inches in diameter and have mechanical joints, the fittings shall be in accordance with either ANSI/AWWA C110/A21.10-82 Q . _ or ANSI/AWWA C153/A21S3-84. 3-inch to 12-tnch diameter fittings which have mechanical �'oinis and/or flanged joints shall be in accordance with ANSI/AWWA C110/A21.10S2 or a combination of ANSI/AWWA C110/A21 10.E and ANSI/AWWA C153/A21S3-84 such that the portion of the fittin with a mechanical joint(s), mayy be in accordance with ANSI/AWWA CL53A21S3-&4 and that portion of the fitting with flam�eed 'pint(s�shall be in accordance with AlvISI AWWA C110/A21.10-82. Acceptance testing in accordance with section 5353 o[ ANSI/AR A CL53/A21S3-S4 CAST IRON TEE, wlrH - t- FLANGE SIDE OUTLET ..' or with section 10-43 of ANSI/AVVWA C110/A21.10-82 shall be obtained by the contractor and transmitted to the owner. a- DATE VALVE M. HA 'T EOUAL To MUELLER Co. A_2300-16 6. Gate valves shall conform to AWWA C500 and shall be iron body, bronzed -mounted, double disc with bronze wedging device and O-ring stuffing box. Valves shall be designed for a minimum water operating pressure Of 200 PSI. Gate valves shall be Clow List 14, Mucller I- ouc LOWD. LENGTH [ HM PIPE, CLOASS 52, Two arc STEEL TIE RODS, Companyy NO. A2380, ass or M&FL All vanes 12' in diameter and larger, shall be installed in a Vault- See water standard detail for 12' Gate Valve Assembly Vault and 1' BypInstallation. LENGTH TO FIT. SEE S1D pETAIL FOR TIE RODS. 7. Ftie hydrants shall be Corey type (opening with the pressure) conforming to AWWA C-564-W with a 6 inch inlet and a M.V.O. of 5 7 CU. FT. MINIMUM WASHED GRAVEL PASSNO 1-1/2- AND inches, two 2-k inch hose nozzles with national standard 7 inch, 60 de V. threads, O.D. thread 4S75 and root diameter 4.6263, 1- inch pentagon operating nut opened by turning counter clockwise (left RETAINED ON 1/4' MESH FOR DRAIN & 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 maim are to be lowered to clear. FiRE HYDRANT ASSEMBLY 9. All water mains six (6) inches in diameter and larger shall be cleaned with pipe cleaning 'PIGS' prior to disinfection. The 'Poly Piggss' Shall be Girard Industries Aqua Swab -AS or approved equal, 2 rb/cu ft density foam with 90A durometcr urethane rubber coating on the mar of ''PIG' only. 'PIGS' shall be cylinder shaped with bullet nose or square end -The City will assist the contractor who will perform the clearing operation. 9& 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 7-113(12)F of the Standard Specifications referenced in 1 above. 10. A prcconstruction conference is required prior to any construction. 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 ttility Engineer's Office. Twenty-four hour notice will be required prior to starting new construction. 11. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. 11 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 Rento 13. All connection to existing mains to be accomplished by the Gty of Renton except Wei taps which ma bt made by approved wet tap contractors with prior approval of from the Department of Public Works. All necessary excavation andymaterials be to 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, bolts, 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 sawlcut to a minimum depth of two 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 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, scaled patch to be placed, to City of Renton policy, within ten days. Call for subgradc 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. All chemical process lines shall be schedule 80 PVC pipe August 14, 1989 COMMUNICA77ONS VAUL T FOR COMPLIANCE Date tie. a SCALE 1"- 200' R t 0 y I W N BOUNDRY DATA N N 07' 50' 0l' E /23.29' A S IO' S6' 32" W' 369.3T 0 N 07- 50' oi- E 85.62' i B S 79' 03' 28' E 30.00' O N 99. 03' 08' W 10.07' 9 32' W 16C.00 772.30' 772.3 G M 07- 30' Ol" E 64.46' D E S 07- 23' 37' E $ ll' 56' 03' E 246.08' R N 72' 49' 04' W 72' 49' 04- W 310.02' 365.20' F $ 87- 28' 43' E 540.00' S r N N 89' 03' 08- W 476./6' 6 j4 S 89' 04' 13' E p 58' 56' 06' 89.78' R ' 30.00' U V N OO' 56' 32- E 8 f9' 03' 08" E 235.66" 71.46' 1 .6 • 12- 20' 28' R 830,00'' W N 00, 56' 52' W 122.40- d a . 0/" 53, 15` R X N 89- 03, oe- W 346.42- iY N 2i- 30' 50- E 533.22' Y N 89- 03, 08- W 289.74' L p . 13, 40, 49' R • 1426.48' Z N 89` 03, 08- W 361.20' Ft N 07- 50' O/' W 10,23' { f 1 Y F G S. 43rd ST. X —_� , M CITY OF RENTON DEPARTMENT OF PUBLIC WORKS L/ TH0 TRIP TER WA TER PLAN i DESIGNED: G.S. DATE: 12126190 FiLE NO. 635-001-901 2 REVISED PER C/R DT 2119191 DRAWN: G.S. l SHOW EXTENT OF WORK MT 12126/90 CHECKED: SCALE: 1 "=20' FIELD BOOK: PAGE; NO. REVISION BY APPR. DATE APPROVED: SHEET: C2 OF: 2 DIRECTOR OF ?UBLIc ..— V60poor 1