No preview available
HomeMy WebLinkAboutWTR2703064.2- r- �--� N r r I , o t M 8 o w UV z 3 I a o Z 0- o CL Z bi J W LLI j ' W W, 0O � O O o Z (r) " 2G LLJ W W J O rn U Q �n < I � Q m o m � za 1D OJ zz F a Q V � z w,r W U z zZ = U O z Jou0 W �8 o< W aW< N 2 - I cc 0 Z > cr V, I o w a V� Q V Q ry In n -T iLLj Q X 91 Z 0 w FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M dl: H 929 AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT INLET WITH LUGS, 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STOR ADAPTOR, 4" SEATTLE THREAD X 5" STORTZ, ATTACHED WITH 18" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE MAX 4' PAINT No. 43-655 SAFETY YELLOW OR APPROVED EQUAL MIN 2'� PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. CONCRETE BLOCKING LITHIA CHRYSLER DODGE JEEP - RENTON PORTION OF SW 1/4, SW 1/4 OF SECTION 18, TWP. 23 N., RGE. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON --18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECT1 WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTEN 044 AS REQUIRED (SEE OWG OR46 / PAGE 8090). RAISED PAVEMENT MARKER TYPE 88 AS STIMSONITE TWO-WAY BLUE. 42" MIN CONCRETE BLOCKING BURYt �� CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. 6' GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6' DUCTILE IRON PIPE. CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4" STEEL TiE RODS. SEE STD DETAIL FOR TIE RODS. 16" x 8' x 4' MINIMUM UNNR HYDRANT UDD 1/3 CU. YD. WASHED DRAIN ROCK (3' TO 3/8') -LEVEL ALL GROUND MIN 3' RADIUS FIRE HYDRANT ASSEMBLY 5" STORTZ LEVEL IN 3' R�i4DIUSOUND 1 �6 • ONE MAN ROCK 1 6 D4 Shcl,_ �_J F]LL HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY DETAIL raTION VALVE BOX SHOULD NOT REST ON PIPE LATER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE, 10" MIN. le MAX. 1-1 /2" AND 2" WATER SERVICE DETAIL MATERIAL UST FOR 2' SERVICE WITH METER LOCATED IN RIGHT-OF-WAY BEHIND SIDEWALK 1. 2" tapped tee. 2. 6' long X 2" brass nipple with threaded ends (MIPT). 3. 2" double disc gate valve (full opening for tapping) with threaded ends, square operating nut and valve nut extension If required dwg BR41/page B090). 4. Two piece cast Iron valve box. Standard 8" top section with regular bass section, length to fit, "lug" type cover. 5. 2" brass bushing (MIPT x FlPT) 2 each 2" brass or bronze nipples 6" length, threaded ends 2 each 2'-90' brass or bronze elbows (FlPT x FlPT) e. 2" (MIPT) x compression R � y, Ford C84-86 or equal. 7. 2" soft capper tubing type 'K", length to fit. 8. 2" pack -joint W ell, for Ford L44-77 or equal. 9. 2" Customsetter with by -pasts Ford VFH 77-128 x 17-3/16' or equal, with flanged angle valve and padlock wings an inlet, and angle check valve outlet. ball valve an bypass with padoc: wings. Customeetter shall have vertical Inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Water motor shall be supplied and Installed by City of Renton upon payment of all related water motor fee and satisfactory pressure and purity tests. 12. 17'x28" concrete motor box with 3/8" steel diamond -plate cover equal to Fog Tito Motor Sod Co. No. 2T. Motor box shall be double stocked. 13. The property owner is responsible for any necessary adaptation or extension of water service. r-- FIRE HYDRANT ASSEMBLY DETAIL Y . Q ADOPTED v CRY OT RENTON ♦ "s STANDARD PLANS ( O� LST DATE: 12/96 DWG. NAME: BR24 SP PAGE: B102 111A,&5 1►�9 \►vi Kok/ K S -N �' �Ev�woC-rv�Co�.rrrrr�orli5 C0s'�, PRIVATE PLUMBING SHALL CONNECT HERE MATERIAL UST FOR 1-1[2" SERVICE NTH METER LOCATED IN RIGHT-O7`WAY MINA 30EWALK i. Y tapped tee. 2. 6" long X 2' brass nipple with threaded ends (MIPT). 3 2" double disc gate valve (full opening for tapping) with threaded ends, square ,., operating nut and wive nut extension if required (dwg BR46/page 8090). CRUSHED ROCK BASE 4. Two piece cast iron valve box. Standard e' top section with regular base section, TO SUPPORT VAULT. length to fit, "lug" type cover. 5. 2" X 1-1/2" hex braes bushing (MIPT x FlPT) 2 each 1-1/2' brass or bronze nipples 8' length, threaded ends 2 each 1-1/2'-90" braes or bronze elbows (FlPT x FIPT) 6. 1-i/2' (MIPT) oselan fitting, Ford C84-86 or equal. 7. 1-1/2' soft copper tubing type "K , length to fit. 8 1-1/2" pack -Joint 90' all, for Ford L44-77 or equal. 9. 1-1/2" Customeetter with by-pass Ford VFH 66-129 x 13-3/16' or equal, with flanged angle valve and padlock wings an inlet. and angle check valve outlet. ball valve on bypass with padlock wings. Customsetter shall have vertical Inlet and outlet. 10. Rigid meter spreader to be supplied and Installed In meter setter by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and purity tests. 12. 17'x28" concrete meter box with 3/8' steal diamond -plate cover equal to Fog Tits Meter Sod Co. No. 2T. Meter box shall be double stacked. 13. The property owner Is responsible for any necessary adaptation or extension of water service. 1-1/2" & 2" WATER SERVICE DETAIL LOCATED IN RIGHT-OF-WAY BEHIND SIDEWALK ��Y-.�, ADOPTED CITY OF RENTON ♦I \iSTANDARD PLANS - N 1 O EST DATA: 12/96 "dwakm. DCV ORT REVISION RY AppR DWG. NAME: BR42A SP PAGE: BR107.2 WATER SERVICE DETAIL z Ld j Z wry►-s7-1e`�t" w w�.=�-;�e6� CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 LTR. REVISION I DATE BY 5'-2 1/2' OVERALL 4'-9 1/2' INSIDE CLEAR 3/4'0 INSERT FO COVER ASSEMBLY - 4 PLCS� 5'-0' o LIFT HOLE GALV. 'C'CHANNEL 1 EACH SIDE FOR BAFFLE - TYP I BOLT -DOWN LOCKING O HOLE 2 PLACES T -- -- --- - : OUTLET rIA I111 1L L1 7'0 HUI INLET b f J Cie >_ o so N !U QD 7'0Z HOLE INLET (U - - - _- V— - o • w 'FACET' I M-PAC - GROUT BOTH I OF BAFFLE - COALESCING PLATES 0 1 Cu ky I(2) GALV. DIA. PLATE COVERS RECESSED LIFT HANDLE V-2 1/2' 2'-9 1/2' I 1'-2 PLAN VIEW COVER NOT SHOWN, SEE COVER PLAN R u II I 3 W of tb r3 •• Cie s "' W %o I GAL V. 'C' CHANNEL - FORS BAFFLE - TYP 1 1'-2 1/2' -C-TITLE.DWG' ReNsed: 10/14/98 �- COVER W/ADJUSTABLE FRAME VT. ( 220 lbs. ) COVER PLAN- - STRUCTURAL NOTES -� L CONCRETE - 228 DAY COMPRESSIVE STRENGTH VC = 4500 psi 8, REBAR - ASTM A-615 GRADE 60 3. MESH - ASTM A-185 GRADE 65 4. DESIGN - ACI-318-89 BUILDING CODE ASTM C-8% 'MINIMUM STRUCTURAL DESI N LOADING FOR MONOLITHIC OR SECTMNAIPRECAST b CONCRETE WATER AND WASTEWATER ST.IES' -' 5 LOADS - H-10 TRUCK WHEEL w/ 30% IMPACT PER AASHTO (LIGHT TRAFFIC LOADING) GENERAL NUTES 1. CONTRACTOR TO - VERIFY ALL BLOCKOUT SIZES AND LOCATIONS DO ALL GROUTING 6 EPDXY OF VAULTS, HOLES Q SEAMS • SUPPLY & INSTALL ALL PIPING 6 ELECTRICAL LE00 DO ALL PAINTING REQUIRED .r INSTALL ALL LADDERS OUTLET 2. PRODUCTION QUANTITY - (1) ASSEMBLED VAULT I I 'FACET' M-PAC COALESCING PLATES 2'-91/2' 1'-21/2' I SECT/UN AA PART DESCRIPTION QUAN. SIZE TOTAL WT. LBS SHOP NOTES: BILL OF MATERIAL RE�iiDivE ALL PALL ANS KTION NDcKarrsJ 25-CPS VAULT SPECIAL OIL/WATER SEPERATOR VAULT CUSTOMER SALES 5.0. # SCALE 1• III-0 APPROVED DWG NO. REV. BASE SECTION VT. DRAWN VAF DATE 12� SHEET 1 OF 1 WEIGHT 1,753 CH - 1061 ( 1,533 lbs. ) THIS DOCUMENT IS THE PROPERTY OF THE (w/ COMPONENTS) UTILITY VAULT COMPANY. IT IS SUBMITTED FOR UTILITY VAULT COMPANY 0OldcastleePrecast, Inc. REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS P.O. Box 588 Auburn, WA 98071-0588 OF SAID COMPANY. COPYRIGHT©1995 Oldc H. Pm .a II All Rights Reserved AuburrI / Wilsonville, OR / Pleasanton, CA / Chandler, AZ / Fontana, CA CIL WATER SEPARATOR UTILITY VAULT CO. MODEL 25-CPS RIGID FLEXIBLE (D,i,, CONC.) (a". CMP. PVC) PROVIDE NEAT, STRAIGHT LINE INHERE MATCHING EXISTING PAVEMENT, 3" COMPACTED TH M46S ASPHALT TACK & SEAL EDGES CONCRETE PAVEMENT - a" 11' EAS11NG STRUCTURAL SECTION BACKFILL PAVLD AREAS S'TYP AND WTHN R.O.W. QTJSHEDD SURFACING TOP COURSE, W.S.D.O,T. 9-03.9(3) 95% COMPACTION, 6' MAAMUM LIFTS. UNPAVED AREAS NATIVE MATERIAL OR GRAVEL. BAC*U FOR PiPE BEDDING W% d a 240 COMPACTION, 12" MAX. LIFT 15 0Zs o o I' " MIN. Ij PER WSDOT STD. PIPE BEDDING PER WSDOT = 9-03.16 95% COMPACTiON 1.5 X I.D. + 18" PIPE AS SPECIFIED 24" MN. ON PLAN OR SPECS NQU 1. NATIVE BACRFU MATERIAL AT UNPAVED AREAS SHALL NOT HAVE PARTICLE SZE GREATER THAN 1' VIM 6" OF THE PIPE OR THE CONTRACTOR HAS THE OPTION M USE GRAVEL BACKFNl PIPE BEDDING CONFORMING TD 9-03.12 (3). 1BEDDING 8c BACKFILL rIPE IN TRENCHES TYP. FLEXIBLE PAVEMENT RESTORATION NOT TO scxc VJAm30� � 0 2 C S -�o6GJ Z Uj 0 >Z Q= W W Q W Z Z <z O O � Z J (n QIL W � Z Z -j O LLJ 23467 tt4 U) 19 k6GISTEvLd �SSIONAL ED G / 16103 EXPIRES 8127103 REUSE OF DOCUMENTS THIS DOCUMENT HAS BEEN SIGNED EIECTRONCAUY IN ACCORDANCE MATH WAC 196-23-070 AND CHAPTER 19.34 RCW. UNALITHCR12ED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AHBL AND IS NOT TO BE USED, IN WHOIF OR IN PART, FOR ANY OTHER PROI WITHOUT THE WRITTEN AUTHORIZATION OF ANC. � W J Z -Z UW I. I I I RECOMMENDED CHECKED FOR COMPLIANCE CITY OF RENTON FOR APPROVAL BY -1kWWVI TO CITY STANDARDS DEPARTMENT OF PUBLIC WORKS BY DATE BY6 DATE- UTILITY NOTES & DETAILS C3.2 .. /� DATE �? 1 REVISIONS PER CITY COMMENTS WJF 5/13/C3 DESIGNED: WJF DATE: 03-20-2003 FILE NAME: 202399-c32 2 REVISIONS PER CITY COMMENTS WJF 6/16/03 DRAWN: JEA SCALE: NTS FEU) BOOK:- PAOE- CHECKED: DSG APPROVED: e�Nr�v SHEET: 9 OF: 11 NO. REVISION BY APPR. DATE r-� x ^a l 1 � y �(ravI V O CD �- a -� N d 17-1 1 x d lZx7 9 C4 °z SCANNED NOV - 7 2003 C.10; G✓ -.-'c 60C." &a A �✓�� `"t � ' "