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Home My WebLink AboutzW-3800SetGTY CAMEO AND MAINTAINED PRIVATELY OWNED AND MAINTANED MNVMUM PIPE LENGTH FROM PROPERTY LINE To DDCVA MUST NOT EXCEED 50 FEET • ®�s CONCRETE BOW�RDS 1D Q EX.12" SD BUILDING WALL NORTH 2ND STREET ISDM" °� -(E) OVERHEAD ELECTRICAL SERVICE 7 II DROP ✓ Less than ten (10) yrs old Ten (10) yrs or older Additional Designed: v Drawn: PERIMETERS OF MINIMUM CLEARANCES O JWR • • NOTED Local Access 15, 2014 Revisions: Jan. 5, 2015 TO BE PAINTED ON FLOOR IN WHITE without Bus Route No s FT. MAX. Local Access with Bus 7 Yes ENAMEL PAINT STRIPE, 'NTH 2 INCH Route z � Intersection (AIL Yes Yes STENCILED BLACK LETTERS TO SAY: Streets ) the curb return 40% Removal Yes Yes "DO NOT BLOCK ACCESS' Excellent Condition (based on visual and /or Yes Yes � non— destructive testing) Principal, Minor, Yes, If twenty —four (24) Yes, If twenty —four (24) Collector Arterial and square feet or more of square feet or more of all streets in CBD any panel needs to be any panel needs to be V) /) / and all bus route patched patched [41NCH 0-) W XX y 48 INCH 3 12 DDCVA MUST BE INSTALLED IMMEDIATELY AFTER PIPE PENETRATION THROUGH BUILDING BOOR SLAB. ROOM IN WHICH DDCVA 15 LOCATED SHALL: A. HAVE FLOOR DRAIN CONNECTED TO THE SANITARY SEWER SYSTEM. B. HAVE A HEATING SYSTEM (40' F MIN. TEMP.) NO HEAT TAPE C. NOT BE USED FOR STORAGE AROUND THE DDCVA D. HAVE CLEARLY DEUNEATED ACCESS WAYS TO DDCVA AND PIVs. A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE CITY OF RENTON FOR INSPECTION OF THE DDCVA AND METER. SEPARATE FIRE SPRINKLER PANS INCLUDING INSTALLATION OF DDCVA MUST BE SUBMITTED TO REN-ON FIRE PREVENTION DEPARTMENT FOR REVIEW AND APPROVAL. A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED. 1. MAIN LINE TEE (MJ x FL) LATH CONCRETE BLOCKING (WATER MAIN LOCATED IN EASEMENT Ot. PRIVATE PROPERTY SHALL NOT BE MORE THAN 50 FEET TO BUILDING) 2. BRANCH VALVE (R X MJ) WITH VALVE BOX AND COVER 1 CLASS 52 DUCTILE IRON PEE (4 INCH MINIMUM) ALL PIPE AND FITTINGS SHALL BE RESTRAINED WITH SHACKLE RODS AND CONCRETE THRUST BLOCKS PER l' AND AWWA STANDARDS. 4. POST - INDICATOR VALVE (VJ) WITH TAMPER SWITCH 5. 2 -90' BENDS (FL x FL) VJTH FLANGED DUCTILE IRON PIPE SPOOL 1 18" LONG SPOOL (FL x PE) 7. FLANGE COUPLING ADAPTOR 8. APPROVED DDCVA ON MAIN LINE IN HORIZONTAL POSITION ONLY. (PER LATEST DEPT. OF HEALTH APPROVED LIST OF SACKFLOW PREVENTION DEVICES) BOTTOM OF DDCVA SHALL BE A MINIMUM OF 24 INCH ABOVE FLOOR LEVEL AND NOT HIGHER THAN 3 FEET MAXIMUM. INSTALL 3 CONCRETE PADS OR ADJUSTABLE PIPE SUPPORT COLUMNS UNDER DDCVA 9. O.S & Y VALVES TO BE FESILIENT SEATED WITH TAMPER SUTCHES. ADD WIRING IN ACCORDANDE PATH L & I 10. METERED 3/4 INCH BY -PASS DCVA - BY -PASS METER SHALL BE A 3/4 INCH "SENSUS -ECR" SR POSITIVE DISPLACEMENT METER EQUIPPED ICE REGISTER WITH A REMOTE READ SENSOR PLATE MOUNTED ON THE OUTSIDE OF THE BUILDING WALL (WALL MOUNT TYPE). 11. SWING TYPE GRAVITY CHECK VALVE, FLANGE WITH BALL DRIP IN VAULT OR OUTSIDE BUILDING 12. 4% 4" x 6" BULL, ELBOW. THREADED 13. UL LISTED FIRE DEPT. CONNECTION, UL LISTED BREAK AWAY CAPS, LOCATE WITHIN 50 FEET KAXIMUAI OF A PUBLIC FIRE HYDRANT. AFTER FIELD INSTALLATIOF., MAIN DDCVA AND BY -PASS DCVA MUST BE TESTED SATISFA- TORILY BY A DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT MUST BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPARTMENT PRIOR TO ACTIVATION OF NEW LINE. INSTALL BRASS Y4" FLARE TEST CCCKS WITH Y:' FLARE CAPS. (E) STREET LIGHT- -- I " m w od INTERIOR FIRE SPR NKLR SIGNAX INCLUDING DDCVA PER CITY OF RENTON PUBLIC WORKS DEPT, \ UN a STD PLAN 360.5 FINISH FLOOR LEVEL \ ELEVATION VIEW OF DDCVA ADJUSTABLE STEEL PIPE SUPPORT, STANCHIONS BOLTED TO FLOOR. INSIDE BUILDING DDCV ASSEMBLY DETAIL_ (CITY OF RENTON STD PLAN 360.5) FIRE SERVICE P.O.C. CONNECT TO SPKLR RISER CONST. NOTES 5 AND 6) 4 "0 90*!; BEND W/ BLOCKING OR REStRAINT I I L 12 LF I14" DI, CL 52 FIRE SERVICE PER RENTON WATER DEPT. / XcT naenl r – - /—EX. 8" WM n APPROX. LOCATION OF FCC AND REMOTE READ METER IF EX.16" WM - (E) FIRE HYDRANT PER STD PLAN 360.5, 16"x4" WET TAPPING TEE (FL) (SEE FIRE SPKLR PLANS) 4" TAPPING GV (FLxMJ) W /BOX CONCRETE BLOCKING REMOVE AND REPLACE EX. CONNECT TO EX. 16" MAIN PER CURB, GUTTER AND WALK STD PLAN 300.1 PER CITY OF RENTON STDS.' - _(E) -1 1/2" WATER - BRANCH LINE - _ -- I � C1 m UI (E) CATCH APP ♦?OX. gWaNN OF 46 LF 4" DI, CL 52 –PIV. MIN. 18" CLR TO FIRE SERVICE PER EX. WALL. BOLLARD RENTON WATER DEPT. PER ARCH. PLAN ROADWAY RESTORATION PER CITY OF RENTON STD PLAN H033. MIN. 4" HMA OVER 6" CEMENT CONCRETE PAVING 3 FIRE SERVICE PLAN PARK AVENUE / LINE (RIGHT NORTH OF WAY) TM 2 FIRE SERVICE PROFILE W- 380001 SAWCUT AND MATCH EXISTING (TYP) REMOVE LOOSENED ASPHALT CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 OR CALL 8 -1 -1 CONSTRUCTION NOTES: 1. INVERT ELEVATIONS AND LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE (BASED ON SURVEY AND RECORD DRAWINGS). FIELD VERIFY EXISTING INVERT ELEVATIONS AND LOCATIONS TO COORDINATE WITH FIRE SERVICE. 2. PLACE ETHAFOAM BETWEEN FIRE SERVICE AND OTHER UTILITIES IF SEPARATION IS LESS THAN 6" (TYP). 3. TRENCH AND PAVEMENT RESTORATION SHALL BE IN ACCORDANCE WITH CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS, AMENDED APRIL 4, 2005 BY ORDINANCE 5131 4. TRAFFIC CONTROL AND LANE CLOSURES FOR WORK IN ROADWAY SHALL BE IN ACCORDANCE WITH CITY OF RENTON REQUIREMENTS. 5. SEPARATE PLANS AND UTILITY PERMIT FOR DDCVA INSTALLATION FOR FIRE SPRINKLER SYSTEM WILL BE REQUIRED. 6. A SEPARATE PLUMBING PERMIT IS REQUIRED FOR BACKFLOW ASSEMBLY INSTALLATION. 3 /4'DIA. X '2" LONG DOWEL -- —'" BAR O 18" ON CENTER 6' EXISTING RIGID BASE* ",, 12 MIN COMPACTED TRENCH BACKFILL AS DIRECTED BY THE ENGINEER ASPHALT CONCRETE OVERLAY SAW CUT SHALL BE VERTICAL 2" MIN. AND IN STRAIGHT LINES AS CEMENT DIRECTED BY THE ENGINEER t CONCRETE EXISTING CONCRETE VERTICALLY PAVEMENT .L... EPDXY COATED DOWEL i 6" MIN. ON ALL FOUR SIDES 12.. 1_-- COMPACTED CRUSHED SURFACING TOP COURSE. CUT AND PANEL REPLACEMENT DETERMINATION: FULL CEMENT CONCRETE PANEL REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, THE MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF -HE F01_LOWINC CONDITIONS EXIST: 'CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF THE ENGINEER. TRENCH AND PAVEMENT RESTORATION DETAIL p� CITY OF RENTON Approved by: t�IDQa✓ � 4� Date: -San 13, 2015 Approved by: Approved by: Approved by: Z) : ri -'386-001 Date: Date: Date: °yZ s. uz m WR Consulting, Inc. Civil Engineer: WR Consulting, Inc. 3611 45th Ave W. Seattle, WA 98199 P: 206.285.1593 ITI "1 Less than ten (10) yrs old Ten (10) yrs or older Additional Designed: L (^ J Drawn: Requirements O JWR Scale: AS NOTED Local Access 15, 2014 Revisions: Jan. 5, 2015 without Bus Route No No Local Access with Bus Yes Yes Route z � Intersection (AIL Yes Yes Plus one panel beyond Streets ) the curb return 40% Removal Yes Yes Excellent Condition (based on visual and /or Yes Yes � non— destructive testing) Principal, Minor, Yes, If twenty —four (24) Yes, If twenty —four (24) Collector Arterial and square feet or more of square feet or more of all streets in CBD any panel needs to be any panel needs to be V) /) / and all bus route patched patched 'CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF THE ENGINEER. TRENCH AND PAVEMENT RESTORATION DETAIL p� CITY OF RENTON Approved by: t�IDQa✓ � 4� Date: -San 13, 2015 Approved by: Approved by: Approved by: Z) : ri -'386-001 Date: Date: Date: °yZ s. uz m WR Consulting, Inc. Civil Engineer: WR Consulting, Inc. 3611 45th Ave W. Seattle, WA 98199 P: 206.285.1593 ITI "1 Permit NO. B14005502 I 14045 Designed: L (^ J Drawn: JWR O JWR Scale: AS NOTED Date: Dec. 15, 2014 Revisions: Jan. 5, 2015 z � O W On VJ � Q � M n O V) /) / 0-) W Permit NO. B14005502 Job No. 14045 Designed: JWR Drawn: JWR Checked: JWR Scale: AS NOTED Date: Dec. 15, 2014 Revisions: Jan. 5, 2015 4" FIRE SERVICE PLAN AND PROFILE C1 SHEET 1 OF 'I