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HomeMy WebLinkAboutWTR2703123.5F- I o 00 W Y O O O W (1 O Z Q r w W n n Cn Cf) LiJ � u > Q > 0 LJ O LL1 o �- z a- O N Ld r z Z z 0 � Lli Q I < C] a� r zz V Q Q H 'Z ,N F, o J 3 w�Z O Z Z V O �2r^ J OO En Z Q o w a < N o ( a W Y W a W Z w a Q � L/V n Q U LLJ (V Q x Mx Z O W D_ 0 1� J g � m U Q z � w z y k" r FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M do H 929 AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-V4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NA TTjiONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD X 5" STORTZ, ATTACHED WITH 1 /8" STAINLESS STEEL CABLE. 1-I ; PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT No. 43-655 SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. CONCRETE BLOCKING RENTON PLACE DIVISION III THE NORTHWEST QUARTER OF SECTION 18, T23N, RSE, 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 SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE 8090). RAISED PAVEMENT MARKER TYPE 88 A8 STIMSONITE TWO-WAY BLUE. J CONCRETE BLOCKING CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT �- „1117 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" MININUM CONCRETE BLOCK LEVEL ALL 6ROU1,10 UNDER HYDRANT 1 /3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8") MIN 3' RADIUS FIRE HYDRANT ASSEMBLY - LEVEL ALL 5" STORTZ MIN 3' RADIUS GROUND ONE MAN ROCK 1 6p CUT JL HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY DETAIL PRV STATION SPLASH BLOCK SEE DETAIL SHEET 90' BEND 90' BEND WITH WITH THRUST THRUST BLOCK BLOCK ISOLATION - I- 2' MIN. -I 2' MIN ISOLATION VALVE 4' MIN VALVE FLOW FLOW Ll TEE WITH /IN TEE WITH -LINE ZONE VALVE THRUST BLOCK ( THRUST BLOCK (NORMALLY CLOSED) STANDARD PRV STATION SITE PLAN GENERAL 1. NOTES The concrete vault shall be either a precast vault made by Utility Vault Co. or equal as specified in the Standard Details, or shall be cast -in - place with 8" walls and slabs. All joints shall be sealed so vault will remain watertight. 2. The vault cover shall be three 3' x 3' spring loaded hinged steel plate, lockable doors with recessed lift handles, as made by Utility Vault Co. or approved equal. 3. Pipe supports shall be approximately 8" to 10" square. They shall be concrete block or poured -in -place concrete construction. 4. The vault shall contain one ladder constructed of galvanized steel. A detail plan of location and construction shall be submitted to City prior to Installation. 5. The exterior of the vault shall be sealed with two coats of ATCO Bitumastic No. 2221. 6. The interior walls and ceiling of the vault shall be painted with two coats of Koppers Ramuc Utility Enamel not, or approved equal. The floor shall not be painted. 7. The piping and equipment in the vault shall be given a complete field coat of InertRust Penetrating Primer No. 621 or approved equal. Two finish coats of Torex 800 Enamel, or approved equal, shall be applied over the field coated primer. 8. The Standard PRV Station Site Plan shall be used for all new PRV station construction except when limited right-of-way or existing buildings are restrictive. In such cases, and with City approval, the in -line option may be used. 9. All isolation and zone valves outside the PRV station shall be provided with a valve box when Valves are 10" in size or smaller or a valve chamber when valves are 12" in size or larger. 12 96 REFORMAT TO 11"x17" DATE RI -A/J* PRV STATION SITE PLAN SPLASI' THRUST RESTRAIN COLLAR FLOW - WATER MAIN FIRE HYDRANT ASSEMBLY DETAIL Y -0 � ADOPTED CITY OF RENTON ♦( ♦ STANDARD PLANS F N O LST DATE: 12/96 DWG. NAME: BR24 SP PAGE: B102 PRV STATION SEE DETAIL SHEET „� FLANGE FOR FUTURE BY-PASS (MJxMJxFL) PRV STATION SITE PLAN IN -LINE OPTION TRUST :STRAINT JLLAR FLOW 10. Pressure gouges shall be provided on both inlet and outlet pipes in the PRV vault. Secondary gauges shall be mounted on the ceiling in easy view to be read from outside the vault. Gauges shall read from 0-300 psi. Gauge installation shall include petcock between pipe and gauge. 11. Joints on all valves and fittings outside the vault shall be mechanical joints unless otherwise specified. Joints on valves and fittings inside vault shall be flanged or screwed as specified. 12. Vault drain shall be piped to the nearest storm drain sewer or open drainage ditch in lieu thereof. If no storm drain or drainage ditch is available, vault shall be constructed with a sump on the outlet side of the vault. A sump pump shall be installed and the discharge from the pump released onto a concrete pad outside the vault. 13. Cut 3" thick x 5" wide ethafoom 220 or equal to a length necessary to fit the size of pipe installed and compressed Into place. The contractor shall make sure the foam is compacted tightly between pipe and vault wall with no voids. Lightly grout interior around pipe. 14. Pipe extending through vault shall be ductile iron, class 53, cement lined. STANDARD PRV STATION SITE PLAN AND PRV STATION SITE PLAN IN -LINE OPTION Y_ a ADOPTED V/ � CITY OF RENTON . . STANDARD PLANS F N O LST DATE: 12/96 ocv oat DWG. NAME: BR53 SP PAGE: B098 BY PR FLOW DUCTILE IRON PIPE 1 - (FL x PE) 36" MIN. LENGTH I- 24" MIN. 4" THICK CONCRETE SPLASH BLOCK THRUST RESTRAINT COLLAR FOR IN-UNE PRV OPTION. SEE DETAIL. BEEHIVE STRAINER-, 2" - 12" -1 a" � 36" FOR PIPES I 10" do SMALLER, 48" FOR PIPES 12" do LARGER FLOWrr 4" MIN. UTILITY VAULT CO. VAULT FLOW OR APPROVED EQUAL THRUST BLOCK (TYP.) UNDISTURBED SOIL a - it 10 El INSTALL NON -SHRINK EPDXY GROUT rc 12 9 11 ° _----THRUST RESTRAINT COLLAR FOR • IN -LINE PRV OPTION. SEE DETAIL PRV VAULT - PLAN VIEW i3 UTILITY VAULT CO. VAULT OR APPROVED EQUAL 13 4" MIN. UTILITY VAULT CO. VAULT OR APPROVED EQUAL 153.30 FINISH GRADE GALVANIZED u 11- 12 n STEEL I ,✓ (1l LADDER 'all 10NNIIIIII1111 2" TYP. FLOW 149.47 12" MIN 6 0 S.D. S PRV VAULT - ELEVATION 2 1.0% INLET t OUT- LET PIPE SIZE (IN) O PREV SIZE (IN O AUZILLARY W� V SIZE (6'I) O TEE ) SIZE M) O ISOLATION GATE VALVE O FLANGED SIZE IN) ADAPTOR O© 0.1. PIPE CL 52 (FL x P� 1H M) O GATE VALVE, MON. TEE k SEND SIZE (1N ®000 PRESSURE RE11EF VALVE SIZE (IN) 0 UILITY VAULT CO. VAULT NOOEL N0. (OR APPROVED EQUAL) 0 UTILITY VAULT CO. VM1LT COVER (011� 0 MC6 (ORAPPROVED E ) AL 0 6 6 1-1/2 Gx4 6 36 1-1/2 (SE) 1-1/2 (SE) 5106-LA 3-332P 8 8 2 8x4 8 24 2 (SE) 2 (SE) 5106-LA 3-332P 10 10 2-1/2 10xe 10 24 2-1/2 (SE) 2-1/2. (SE) 612-4A 3-332P 12 12 1 3 12.0 12 16 3 (SE) 3 (SE) 612-L.A 3-332P 14 14 14x4 14 24 4 4 (FL) 814-LA 3-332P to 18 [:::!4 16x4 16 18 4 NO U ON 4 (FL) 814-LA 3-332P 12 96 REFORMAT TO 11'x17" DATE I REVISION PRESSURE REDUCING VALVE RIGID FLEXIBLE (D.I., CONC.) (CPEP, CMP, PVC) PROVIDE NEAT, STRAIGHT LINE WHERE MATCHING EXISTING PAVEMENT, TACK do SEAL EDGES 3' COMPACTED THICKNESS ASPHALT CONCRETE PAVEMENT -CLASS 'B" EXISTING SECTI«� STRUCTURAL BACKFILL PAVED AREAS AND WITHIN R.O.W. CRUSHED SURFACING TOP COURSE, W.S.D.O.T. 9-03.9(3) 95% COMPACTION, 6" MAXIMUM LIFTS. UNPAVED AREAS NATIVE MATERIAL OR GRAVEL BACKFILL FOR PIPE BEDDING 90% COMPACTION, 12' MAX. LIFT 8'TYP j d d 0 0 4 C d ' ' MIN. " PER WSDOT STD. NOTE: SUBMERSIBLE PUMP 12VDC WARREN-RUPP SPA 1-1/2 E WHERE STORM DRAIN IS ABOVE FLOOR ELEVATION OF PRV VAULT. PLAN FOR ELECTRICAL CONDUIT SHALL BE SUBMITTED FOR SPECIFIC USAGE. PRESSURE SETTINGS IN = 149.6 OUT = 65.2 PRV VAULT - SECTION PRESSURE REDUCING VALVE Y p ADOPTED U� ClT1r OF RENTON ♦� STANDARD PLANS F N O LST DATE: 12/96 DER T 'PR DWG. NAME: BR52 SP PAGE: B097 I�t-3I2309 RECORD NOTE THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMiTTE[ IN PART, BY OTHERS. MILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. PIPE BEDDING PER WSDOT - 9-0116 95% COMPACTION 1.5 X I.D. + 18" a¢ ' PIPE AS SPECIFIED 24" MIN. ON PLAN OR SPECS. W . NOTES: 1. NATIVE BACKFILL MATERIAL AT UNPAVED AREAS SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1" WITHIN 6" OF THE PIPE OR THE CONTRACTOR HAS THE OPTION TO USE GRAVEL BACKFILL PIPE BEDDING CONFORMING TO 9-03.12 (3). BEDDING BACKFILL PIPE 1:,V. N TRENCHES TYP. FLEXIBLE rEkA f { PAVEMENT RESTORATION r NOT TO SCALE 025MID13 RECOMMENDED FOR APPROVAL BY BY BY CALL 48 HOURS 1 AS -BUILT BEFORE YOU DIG 1-"800-424-5555 NO. CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE MW 3/ 2/04 REVISION BY I APPR. I DATE comer OF WAS/J j� O 29010 �SSIONAL �Gti �'Y EXPIRES 6 REUSE OF DOCUMENTS THIS DOCUMENT HAS 6EQ1 SIGNED ELECTRONICALLY IN ACCORDANCE WITH WAC 196-23-070 AND CHAPTER 19.34 RCW. UNAUTHORIZED ALTERATION OF ANY OF THE 14FORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, NY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AHOL AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PRQECT WITHOUT THE WRITTEN AUTHORIZATION OF AH&. Q W 0 0 Cn W O Z W Q i L1J V) U) LJJ Z Ld ZF 3 3' 3 JU > o- LLJ .4 Q :D Egg V) LJ V) ry Ir LiIQ� Eli UZ Z ®� to o a �ZZt W J CITY OF RENTON N oQ DEPARTMENT OF PUBLIC WORKS o O3 WATER NOTES & DETAILS 19 z m 0 m 21 o o O o DESIGNED: DATE: 3/12/04 FILE NAME: 77��_�?� DRAWN: M PAGE:_ CHECKED: SCALE: AS SHOWN FIELD BOOK:_ 0�� APPROVED: DIRE rGR OF PUM-IC WORKS SHEET: 19 OF: 19 SCANNED OCT 0