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Q ® WATER STRUCTURE TABLE
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1. RELOCATED FIRE HYDRANT. INSTALL PER CITY OF RENTON STANDARD DETAIL 310.1 AND 310.3
WITH 3LEVEL PAD. SEE DETAILS 1 /C9.2 AND 3/C9.2.
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2. INSTALL: (1)-6" FDC PER CITY OF RENTON STANDARDS. SEE CITY OF RENTON STANDARD DETAIL
DC 360.5.
~ 3. FIRE WATER CONNECTION TO WATER MAIN. INSTALL: (1) 6" TAPPING SLEEVE (FL X MJ) W/TB
4. 44 LF 6" CL52 D.I.
5. INSTALL: NEW DOUBLE DETECTOR CHECK VALVE ASSEMBLY WITH PIV FOR FIRE SERVICE PER CITY
OF RENTON STANDARD 360.2. SEE DETAIL 2/C9.1.
SIZE: 6"
6. 9 LF 6" CL52 D.I.
7. INSTALL: (1)-6" 90 DEGREE BEND (MJ X MJ) W/TB
8. 6 LF 6" CL 52 D.I.
9. INSTALL: (1)-6" 45° HORIZONTAL BEND MJ W/TB
10. 27 LF 6" CL52 D.I.
11. INSTALL: (1)-6" 45° HORIZONTAL BEND MJ W/TB
12. 33 LF 6" CL52 D.I.
13. INSTALL: (1)-6" 90° HORIZONTAL BEND MJ W/TB
14. 14 LF 6" CL52 D.I.
15. APPROXIMATE LOCATION OF FIRE LINE CONNECTION TO BUILDING. COORDINATE FINAL LOCATION
WITH PLUMBING PLAN. INSTALL 6" DCDA PER CITY OF RENTON DETAIL 360.5. SEE DETAIL 5/C9.2.
16. NOT USED
17. WATER SERVICE CONNECTION TO EXISTING WATER MAIN BY CITY FORCES.
18. 34 LF 2" TYPE K COPPER TUBING DOMESTIC WATER SERVICE BY CITY FORCES. SEE DETAIL
3/C9.1.
19. NEW 1.5" WATER SERVICE AND METER (TO BE INSTALLED BY CITY FORCES) W/ REDUCED
PRESSURE BACKFLOW ASSEMBLY PER CITY OF RENTON STANDARDS. SEE DETAIL 3/C9.1 FOR
WATER CONNECTION. SEE DETAIL 2/C9.2 FOR RPBA.
20. 152 LF 2" TYPE K COPPER TUBING DOMESTIC WATER SERVICE. SEE DETAIL 3/C9.1.
21. APPROXIMATE LOCATION OF WATER SERVICE CONNECTION TO BUILDING. COORDINATE FINAL LOCATION
WITH PLUMBING PLAN
22. 237 LF NEW 1.5" TYPE K COPPER TUBING DOMESTIC WATER SERVICE. SEE DETAIL 3/C9.1.
23. APPROXIMATE LOCATION OF WATER SERVICE CONNECTION TO TRASH ENCLOSURE. COORDINATE WITH
TRASH ENCLOSURE PLAN FOR EXACT LOCATION. INCLUDE RPBA PER DETAIL 2/C9.2
24. PLACE NEW 1' WATER METER IN EXISTING METER BOX BY CITY FORCES. INSTALL 1' DCVA PER
CITY OF RENTON STANDARD PLAN 340.8. SEE DETAIL 4/C9.2.
25. 16 LF 6" CL52 D.I.
26. INSTALL: (1)-6" 45° HORIZONTAL BEND MJ W/TB
27. 59 LF 6" CL52 D.I.
28.INSTALL: (1)-6" 45° HORIZONTAL BEND MJ W/TB
29. 22 LF 6" CL52 D.I.
30. INSTALL: (1)-6" 45° HORIZONTAL BEND MJ W/TB
31. 22 LF 6" CL52 D.I.
32. INSTALL: (1)-6" 90° HORIZONTAL BEND MJ W/TB
33. 3 LF 6" CL52 D.I.
34. INSTALL: (1)-6" 90° HORIZONTAL BEND MJ W/TB ACCESS EASEMENT PER SHORT PLAT
35. 3 LF 6" CL52 D.I.
36. WATER CONNECTION TO EXISTING WATER MAIN FOR SERVICE TO 364 RENTON CENTER WAY SW.
37. 34 LF 1.5" TYPE K COPPER TUBING DOMESTIC WATER SERVICE. SEE DETAIL 3/C9.1.
38. NEW 1.5" WATER SERVICE AND METER (TO BE INSTALLED BY CITY FORCES) W/ REDUCED
PRESSURE BACKFLOW ASSEMBLY PER CITY OF RENTON STANDARDS FOR SERVICE TO 364 RENTON
CENTER WAY SW. SEE DETAIL 3/C9.1 FOR WATER CONNECTION. SEE DETAIL 2/C9.2 FOR RPBA.
39. CONTRACTOR TO FIELD LOCATE EXISTING TIE IN POINT FOR DOMESTIC SERVICE PRIOR TO
CONSTRUCTION. CONTRACTOR TO CONFIRM ANY NOTIFICATION REQUIREMENTS WITH OWNER PRIOR
TO CONSTRUCTION.
40. CONTRACTOR TO INSTALL 1.5" TYPE K COPPER TUBING FOR SERVICE TO 364 RENTON CENTER
WAY SW. CONTRACTOR TO CONFIRM LENGTH REQUIRED PRIOR TO CONSTRUCTION
41. PROTECT EXISTING HYDRANT TO REMAIN DURING CONSTRUCTION.
42. PROPOSED WATER EASEMENT.
43. 9 LF OF 6" CL52 D.I.
44. 6 LF OF 6" CL52 D.I.
45.INSTALL: (1)-6" 45° HORIZONTAL BEND MJ W/TB
RECORD WATER PLAN
FOR
CH.1CK=FIL=A RENTON
SECTION 18, TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
POWER EASEMENT
KC REC NO. 9410201209
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SEWER EASEMENT
REC NO. 5253595
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SEWER EASEMENT
REC NO. 9708110700
364 RENTON CENTER
® WAY SW
SANITARY SEWER EASEMENT 1
KC REC NO. 97081 10701
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Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
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❑ KC REC. NO. 20130411001089
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FIRE LINE NOTE:
1. FIRE LINE AND BACKFLOW PREVENTION DEVICE SIZE SHALL BE VERIFIED
AND APPROVED BY FIRE OR MECHANICAL ENGINEER PRIOR TO
CONSTRUCTION. COORDINATE FINAL CONNECTION POINTS INTO BUILDING
WITH PLUMBING DESIGNER AND FIRE OR MECHANICAL ENGINEER.
SCOPE OF WATER WORK NOTE:
1. CONTRACTOR TO VERIFY SCOPE OF WORK FOR WATER CONNECTION WITH
THE CITY OF RENTON PRIOR TO CONSTRUCTION.
2. SEE C9.1 FOR CITY OF RENTON WATER UTILITY AND WATER PLAN
GENERAL NOTES.
3. WATER CONNECTIONS IN FRED MEYER DRIVEWAY MUST BE COMPLETED
DURING TIMES WHERE FRED MEYER IS CLOSED.
UTILITY CROSSING NOTES:
OCONTRACTOR IS TO PROVIDE A MINIMUM OF 1.5' VERTICAL SEPARATION
BETWEEN SANITARY SEWER AND WATER, A MINIMUM OF 0.5' VERTICAL
SEPARATION FOR DRY UTILITIES. CONTRACTOR SHALL NOTIFY BARGHAUSEN
SLOPES & UTILITIES EASEMENT CONSULTING ENGINEERS, INC. OF ANY CONFLICTS.
PER 20110620001119
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POWER EASEMENT
KC REC. NO. 9410201209 [`
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& UTILITIES EASEMENT
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KC REC NO. 20130411001089
(TO BE RELINQUISHED)
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IONA L
SURVEYEi SCA" VERTIC/�
DESIGNED c 9 2�
0 ')RIZON AL
JNAD 1983/1991 O CI T Y OF
RENTON
DRAWN: CMS
ONE INCH •
AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
REVISION )ATE APPR APPROVI_ CRJ SCALE ACCORDINGLY
UTILITY POTHOLING: SEE SHEET C10.0 FOR POTHOLING REQUIREMENTS
0 Know what's below.
0 Call before you dig.
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W- 406 301
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RECORD WATER PLAN
0 FOR
CHICK-FIL-A RENTON
® 375 RAINIER AVE S RENTON, WA 98055
6.408-_ STORE NO.:04249
12/19/2019
FIELDBOOK:
PAGE:
DRAWING NO:
C9.0
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CITY OF RENTON WATER UTILITY NOTES
Utility Specifications
Water Utility Notes and Specifications
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY.
1. All work material shall be in conformance with the standards and specifications of the
City of Renton Planning/Building/Public Works Department and the latest edition of the
WSDOT/APWA Standards and Specifications, as approved and modified by the City of
Renton in the Renton Standard Plans & Specifications. 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 Public Works Department at
(425) 430-7301. The Police Department, Fire Department, and 911 shal I be notified 24
hours in advance of any work in the right of way.
3. 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 avoid damage or
disturbance. For utility locates call 48-hour locators 800-424-5555.
4. An approved Traffic Control Plan is required to be submitted at the Pre -Construction
meeting.
5. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for
Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise
approved by the City of Renton Public Works Department. Reference benchmark and
elevations are noted on the plans.
6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110
and C111 or latest revision, thickness 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 and fittings shall be polyethylene
wrapped per ANSI/AWWA C105/A21.5-93 Standards.
7. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on
plans, and in accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall be in
accordance with ANSI/AWWA C104/421/4-90. If fittings are 3 to 12 inches in diameter
and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA
C110-A21.10-87 or ANSI/AWWA C153/A21.53-94. Three (3) inch to 12 inch diameter
fittings, which have mechanical joints and/or flanged joints, shall be in accordance with
ANSI/AWWA C110/A21.10.87 or a combination of ANSI/AWWA C110/A21.10.87 and
ANSI/AWWA C153/A21.53-94 such that the portion of the fitting with a mechanical
joint(s) may be with ANSI/AWWA C153/A21.53-94 and that portion of the fitting with
flanged joint(s) shall be in accordance with AWWA C110/A21.10-87. Acceptance testing
in accordance with section 53.53 of ANSI/AWWA section 10-4.3 of ANSI/AWWA
C110/A21.10-87 shall be obtained by the contractor and transmitted to the owner.
8. Gate valves shall be iron body, bronzed -mounted, double disc with bronze wedging
device and O-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509).
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.
9. Fire hydrants shall be Corey type (opening with the pressure) or compression type
(opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical
joint inlet and a main valve opening (M.V.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles
with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle
with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside
diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4
inch pentagon operating nut opened by turning counter clockwise (left).
10. The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with
operating nut of the same design and proportions as the hydrant stem nut. Caps shall
be fitted with suitable neoprene gaskets for positive water tightness under test
pressures.
11. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5
inch Storz. Storz adapter shall be forged and/or extruded 6061-T6 aluminum alloy,
hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180
degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have
synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8 inch,
coated, stainless steel, aircraft cable.
12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43-
655 safety yellow or approved equal.
13. Pumper connection to face roadway assembly.
14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants,
latest revision.
15. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below
finish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches
below finish grade. Where utility conflicts occur, watermains are to be lowered to clear.
16. All watermains 6 inches and larger in diameter shall be cleaned with pipe cleaning
"PIGS" prior to disinfection. The "Poly pigs" shall be Girard Industries Aqua Swab -AS or
approved equal, 2 lb/cu. ft, density foam with 90A durometer urethane rubber coating
on the rear of "PIG" only.
17. "PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will
perform the cleaning operation.
18. All watermains 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. The quantity of water lost from the
main shall not exceed the number of gallons per hour as listed in City of Renton
RECORD WATER UTILITY DETAILS
FOR
CH.1CK=FIL=A RENTON
SECTION 18, TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHING
Standard Plans & Specifications 7-11.3(11). The loss in pressure shall not exceed 5 psi
during the 2 hour test period.
19. All watermains 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 above.
20. A pre -construction conference is required prior to any construction. A minimum of five
(5) working days notice is required for scheduling.
21. Twenty-four (24) hours notice will be required prior to starting new construction.
22. It shall be the contractor's responsibility to secure all necessary permits prior to starting
construction.
23. 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.
24. All connection to existing mains is to be accomplished by the City of Renton, except wet
taps, which may be made by approved wet tap contractors with prior approval from the
Public Works Department. All necessary excavation and materials are to be supplied by
the contractor and be on -site prior to City notifications.
25. Inspection will be accomplished by a representative of the City of Renton. It shall be
the contractor's responsibility to notify Development Services twenty four (24) hours in
advance of backfilling all construction. The contractor, as well as the engineers, shall
keep as -built drawings.
26. Contractor to provide plugs and temporary blow -off assemblies for testing and purity
acceptance prior to final tie-in.
27. 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
Public Works Department.
28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2)
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 (2)
inches or removed to an existing expansion joint.
29. 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 10 days. Call
for subgrade inspection prior to placement of final patch. *
30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical
process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and
schedule 80 PVC pipe under improved areas.
G1_y PRIVA 1c
PIPING PIPING
1-172" AND 2" WATER
SERVICE
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CAUTION: VALVE BOX SHOULD N61 REST ON
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BOX AT PROPERTY LINE 1N TH
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PIPE LATER COMPACTION IN AREA OF VALVE BOX
12" LONG COPPER TAILPIECE
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A _ 1r'1 VAULT.
DRILL P" tllA. HALE FOR
DEVICE OUICK_VINT
COUPLING v MIPT CAST IRON OR DUCTILE IRON WATERMAIN
2-1/2' LAIN, PROM NEAREST NOTE;
AND FRONT EDGE DF PIT UD THE CENTER OF THE HOLE MUST BE AT LEAST I' FIRM
UNDERNEATH RILES UNLESS THE RIB SPACING ALLM
THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF
TYPICAL RIB-� MORE THAN ONE RIB.
MATERIAL LIST FOR 2" SERVICE:.. METER LOCATED IN PLANTING STRIP MATERIAL JST FOR 1-1/2' SERVICE' IAETER LOCATED IN PLANTING STRIP
RESWEEN CLFRB & 5t0EWALK BETWEEN CURB& SFDEWALK
1 2' tdpped Em, an new Waller moln t. 2" lopped tee on new water main.
4- long X 2" brass nipple with tl+readeb ends (MIPT}. 2. 4- long x 2" Lr m nipple with threoded ends (MIPT).
.3. 2" resilient sent gate wive with threaded en(3s, square operating nut, 3. 2' resilient Sept gotE wive with threaded en16, squgre operating nut, and
and calve null extension it requlrad [see standard delall 330.1]. Volvo oat extension IF raqu'ved (con standard datoll 330.1)
4. Two piece cost iron -We box Standard B" tap sec Lign with r gular 4. Txo piece cast Iron votivt hoer. Standard B" top sectiah wi Lh mgular base
bosp seGtlon, length to fit, "lug" type Cpvar, 2' braes bushing (MIPT x section, length to fit, "lug' type carer.
FIPT), 5. 7' x 1-1/2' hex brass bUshing (MIPT x FIPT). 2 each 1-1/Z- brass or
5. 2 each 2' brass or bronze nipples 6" length, threaded ends: 2 eoch bronze nipples 6" length, threaded endaass s. 2 ech bror
2,-90' brass or brnnze erbows {FIPT x FIPTI. bronze elhae,e (FIPT x fIPT).
6: .2r (MIPT) x compression fitting. Ford C84-66 or eq-jol 6. 1-1/2" (MIPT) x ccmpr*Won Rtti g. Ford C84-&6 or squol.
7, 2" ..It copper tubing type K or hr❑ss nippier (MIPT x MIPT), length to 7, 1-1/2" soft copper tubing Lype K ar brass nippier (MIPT r MIpT , •cnq:n
flt. to fit.
a. 2" threaded brass 90' ell, & 1-1/2" threaded brows 90' ell, for Ford L44-77 or equal.
9. 2" Cust❑msettsr with by-paex For4: VOLE 88-128-11-77 {x 17-3/re' 9. 1-1/2" Custamsetter with by-pasa Ford: VBR 85-120-11-66 (x
). Mcll.ndd Bra-30B715WDFF775 or Mueller B-1427-2 with Tlmged 13-3/16"]. McDonald Brass: 3DB612WDFFi355 Or Maeliar a-142.7-1 1/2",
ongla ball valve and pvdsack wings w inlet, and ongle check votive with hanged angle ball valve and padlock wings on Inlet, and angle check
outlet, bell Valve on bypass with padlock wings Customsatter shall valve nutlet. ball vole on hyposs with podiock wings. Guatomaetter shall
hove uertical inlet and autlet how rerfic.f Inlet and outlet.
10. R1gld miler spradder to be supplied and instdlad In metier sektel by 10. Rigid rnater spreader to be s pplred and Installed In meler setter by
contractor COntrpctor-
i1. Water meter sHall bo supplied and Inatolled by Gty al Renton upon 11. Water meter shall he eupplled and instol+ed by GFy aF Renton upon
poyrent of oil related water meter fee and satisfoctwy pressure and payment al oli rElcied woler meter fee and Entsiactory preliwre and
guilty Eteta. purity tests.
12. 17"x3p' Plastic meter pox equal to Mld-States Plostic S. Inc. BCF S•rles 12. 17"x3o" Plostic meter box equal to Mid -Stores PF"tiaa, Inc. BCF Series
1ASBCF 1730-18 with 2- thick Ductile Iron diomme! plate over 18%31" MSBCr 1750-18 with 2" thick Ductile Fran diamond plate cover 18-x31"
equal to Mid -Stotts Plostics, Inc. MSCBC-1730-R wrth 2" dulled note equal to Mid-5totea plashes, Inc MSCSC-17:10-R with 2" drllied hole far
far tow&-d plt lid, and meter rood Ind. toadiredd pis lid.
la 2" coupling [compression x F:PT) with 2" plug (MIPT), Ford C-14-66 13: 1-1/2, coupling (comp,eesion x FIPT) with 1-1/2" plug (MIPT), Ford
nr equal. The property owner Is reaponslble for any necassvry adaptation or C-14-56 or equal The property owner Is respmsible For any necessary
txtenslon of voter service. odwlotion or extension of no -ter servide:
NOTE:
ALL METER BOXES IN5TALLED IN CONCRETE OR PAVED
DRIVEWAYS SHALL BE CAST-IRON EQUAL TO DLYMPIC
FOUNDARY,
EXPANSION JOINT5 MU5T BE I1,15TALLED 12" MINIMUM ON BOTH
SIDES OF METER BQX.
"■ PUBLIC WORKS 1 12" AND 2" WATER SERVICE LCLOCATEDSM. PLAN - 320.2
DLPARTML•''NT IN PLANTING STRIP
3 ARCII 2010
WAITER PLAN GENERAL MOTES Stamcard Plan No. X*
1: ALL WORK AND MATE Rh4L55HAU BE IN ACCORDANCE WITH THE LATE`aT EDFTION OF THE CrrVDF RENTON PLIBLICVkUllill
STANDARD SPECIFICATIONS AND 5PECiAL PROy1510NS ANtD WSOOT / APWA STANDARD SPECIFIE4TRTliEtir LATEST EI1fni AS
AMENDED BY THE CrI Y OF RENTON. A SET OF CITY APPROVE D P LAMS SHALL BE KEPT AT THE JOB SF E %VKENfVER 0)N MFUCFiON
IS I N PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRrO R TO THE S ART OF COl167RLICI]ON. THE CONMIAMF1
ANtk OR OEVELCPER SHALL BE RESPONSIBLE FOR SECURING ALL NECTSSNiY PEWITS PRIOR ToCON57iluCTION.
2, ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCIION UNLESS OTHERWLSE WTED. THE CONTRACTOR SVAU
CALL I - RM-424,SSSS TO VERIFY UTILITY LOCATIONS DE FORE BEGINNING EXCAVATION.
3. ALL MATERIALS US€D FOR THE CONSTRUCTION Of WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNOAMAiER, AND
"CATALOG CUTS" FOR ALL MAT ERIALS SHALL I?E APPROVED IN VllRITING 9Y THE CITY 01: RENTON PRJCA TO BRINGING ANY
MATERIALS ONSSFTE,
4- ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLA55 5ZPEIRA1141WA C 1-5L AND
144- PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOJNT. CAST IRON OF DUCTILE IRON PIPE FITTP1 iS SKALL BE CLASS Z%A5
PER ANS4/AWWA CI lOfA21-10-82- ALL DUCTILE IRON P3PE AND FrMNGS SHALL BE WRAPPED WrrH &TMIL BLAM TLME-TWIE
POLYETHYLENE PLASTIC PER AWWA C10S STANDAROS.
5- MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCiHES f4R PIPE D11411 TER OF 104NC'I OR LESS
AND 48INCHES FOP PIK;DIAMETER. OF12-INCHAND LARGER. MAX IMUMCOVER FOR ALL WATER IAA K,9i►UBE150111
ANY DEVIATIONS MUST BE APPROVED BY THE CFTY OF RENTON PRIOR TO CONS rRUCTION, WHERE UTUTY CONFLICTS OCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NEGE55ARY TO CLEAR CONFLICTS AND TT] P%MDE COVER
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR 50E OF PWE U5ED, ALLTRENCH
BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMl1M PRY PENSrTY A5 DETERMIII BY THE x1I41P11FIEU PRGCfMTE5T
METHOD JMI]O} IN ROADWAYS, RCADWlAY SHOLAiDERS" ROADWAY PRISM ,AND DRIVEWAYS. AND a5 PERCENT MM IN UNPAVED
AREAS. ALL PIPE ZONE COM PACTION SHALL BE 95 MDD,
G. CONCRETC aWCKENG fEjR WATER MAW!; SHALL BE DESIr4KI), rNSTALLED AND POURED IN KAOI UI ACCORDA11i WrM CTTY 4F
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHAH BE INSTALLED AT ALL VERTICAL ANC HORMNTAL 11111NIZ FrMNG5
AND SASE OF HYDRANTS, MEGA -LUGS TOR SIMILAR PRODUCTI MAY BE REQUIRED ON AUMECHAWALJOrMSINAL7CFiJCF11TO
CONCRETE BLOaING.
7. ALL NEW WATER MAIN PIPES AND PIT71NGS SHALL HAVE A FOAM PIPE PIGS RUN THROUGH THEM PWR TO BEING R 19111M
13GINI-ECIFD, AND TESTED. CLEANING, PRESSURE AnD PURJT'Y TESTI NG SHALL BE DONE IN THE PfkSlEi ICE OF AND LIF�.1aC THE
SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR, THE CONTRACTOR SKALL SUPPLY, INSTALL AND REMOVE PLLXM
CORPORATION STOPS, BLOW -OFF ASSEMBLIES. AND THRUST RESTRAINT I BLOCKING fOR TESTING AND RMIiYACCEPTA NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN ECSTTNG MARL LiKM
THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PA55ED BOTH PRESSURE AND PURITYT€STING.
8, NEW WAIER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF L5011051 A9OvE. wOFixPiG
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120MIND rES WrrH A N V6yJMUM OF 5 PSi PaLSSUR€ DROP DURING
THE EhMF E TM PERIOG. UPON SATISFACTORY COMPLETION OE THE PRESSURE TEST, THE UNE SFULLL rill OISMT-ECI'EO_ RUSHED,
AND THEN WATER SAMPLES SHALL BE 7AKEN FOR PURrrY TESTING BY THE PUBLIC WORKS INSPECTOR
4. THE CONTRACTOR SilAit NOTIFY IME CFrV OF RENTON WATER UTILrTY AND MAINTENANCE DEPARTmOMAir LEAST 111Y40gXmG
DAYS PRIORTO MAKING CONNEETION S TO THE EXISSTING WATER SYSTEM-IHE EONTRACTORSHALLEIPOSETHE WG WATEk
MAIN ANC} FRYING$ ATTHE CONNECTION POINT SEFORE ORDERING THE NECESSARY ADAPTOR5AFE1 HT rMIGS RE01JI<1L40 FOR
IHIE FINAL CONNECTION- THE CONTRACTOR SHALL FXCAVATF, Ai:MOVE ALL SURFACE MATnRW4, Won PROVIDE S"afti 16 AND
ALL MAT04kALS REQUIRED FOR THE Cr1Y OF RENWIN TO PERFORM THE CONNECTION TO THE E 011111IG WATER SYSTE I, THE
CONTRACTOR SNAIL PROVIDE A14D IN5TALL BACOOLL, CONCRETE 8LOC9INC, AND COMPLETE SUIlli ffEPORAIX)11.
PUBLIC wOxxs M. FLM - 300A
1'
8 u BLIC 'A{EN'I' WATM PLM GENERAL NOTES
MARCH 2010
6" SWING TYPE GRAVITY OPERATE
CHECK VALVE, FL. EQUAL 1
MUELLER CO. A-2600-6 WI1
BALL DRIP VALVE AT BOTTC
PROVIDE SUPPORT
PEDESTAL
FROM FDC
3 WATER SERVICE DETAIL
C9.1 NOT TO SCALE
Barghausen SURVEYED: RLH
Consulting Engineers, Inc. DESIGNED: JC
18215 72nd Avenue South DRAWN: CMS
Kent, WA 98032 AS -BUILT PLANS I MM 3/15/21 CRJ CHECKED: AEM
425.251.6222 barghausen.Com REVISION SATE APPR �-7RIV, CRJ
CITY OF RENTON WATER PLAN NOTES
PRECAST CONCRETE VAULT WITH 3 - 3'x 3'
HINGED STEEL PLATE COVERS. DIMENSIONS
5'-8"x 11'-2"x 7'-2" EQUAL TO UTILITY
VAULT OR EQUAL
TOUCH READ PIT LID SENSOR
MOUNTED ON STEEL PLATE
COVER THROUGH 2" DIA.
DRILLED HOLE IN COVER.
THE BY-PASS ASSEMBLY SHALL BE \
INCLUDED AS PART OF THE DETECTOR
DOUBLE CHECK VALVE ASSEMBLY.
5/8"x3/4" SENSUS SRII (TR/PL) METER
WITH ICE REGISTER.
CITY PRIVATE
i PIPING PIPING
a
TEE (MJ x FL)
3 _2" .
GATE VALVE (FL x MS) I
ONE EACH SIDE
4" ADAPTER, FL.x SCREWED
4"x4%6" BULL HEAD TEE, FL.
6" PIPE FL.x
FL. 2'-0" LONG-.
18" FOR 10" ASSEMBLY \
17 1 2" FOR 8" ASSEMBLY
18 1/2" FOR 6" ASSEMBLY
6" 90'
�IU I:IIT MPIry V V V
12" ALL AROUND / 2'- 6" '-
CONCRETE
BLOCKING
ALL DETECTOR DOUBLE CHECK VALVE
loll, 8" OR 6" FIL P.E. ASSEMBLIES SHALL INCLUDE RESILIENT
PIPE WITH COLLAR 18 SEATED SHUTOFF VALVES AND TEST PLAN
FROM P.E. COCKS. AND APPROVED
CROSS -CONNECTION CONTROL
10"- 3'-8" LONG ASSEMBLIES PER DEPARTMENT OF
8"- 3'-6" LONG HEALTH LATEST APPROVED LIST.
6"- 4'-0" LONG
DOUBLE CHECK VALVE ASSEMBLY
INCLUDES TWO RESILIENT SEATED
SHUTOFF VALVES.
10", 8", OR 6" FLANGED COUPLING
ADAPTER EQUAL TO ROMAC.
4% 2 1/2" FIRE DEPARTMENT DOUBLE
CONNECTION FOR STAND PIPE WITH
BREAKABLE CAST IRON HOSE CAPS.
ONE EACH SIDE EQUAL TO GRINNEL
FIG. 1682 WITH HOSE CAPS FIG. 1333.
- 6" SWING TYPE GRAVITY OPERATED
CHECK VALVE, FL. EQUAL TO
MUELLER CO. A-2600-6 WITH BALL
DRIP VALVE AT BOTTOM
INSTALL EPDXY NON -SHRINK
GROUT (TYP.)
6" PIPE, FL.x FL. SO" LONG
r 6"& 8" ASSEMBLY. 6" SHORT
n, I RADIUS 90' BEND FL.
1 loll ASSEMBLY 90' 8"X6"
REDUCING BEND FL.
TO BUILDING
DEADMAN
BLOCK
REQUIRED.
10",8",6" FL x MJ ADAPTOR
10" ASSEMBLY 10"x10"x8"TEE FL.
8" ASSEMBLY 8"x8"x6" TEE, FL. 6"
ASSEMBLY 6'x6%6" TEE, FL.
10", 8", OR 6" GATE VALVE, FL.x MJ,
WITH INDICATOR POST. INDICATOR
POST VALVE SAME SIZE AS DOUBLE
CHECK VALVE (MUELLER CO. OR
EQUAL), PAINTED RED.
10% 8% OR 6" DUCTILE IRON
CLASS 52 NIPPLE PIPE,
CEMENT LINED, LENGTH TO FIT.
TOUCH READ PIT LID SENSOR MOUNTED
ON
STEEL PLATE COVER THROUGH 2" DIA.
NOTE:
DRILLED
HOLE IN COVER.
3
36"TO 42'
1.
LOCATE VAULT IN PLANTING AREA, NOT IN PAVING.
2.
4" AND LARGER BENDS AND TEES TO BE CAST
6" PIPE --
FL. SCREW
m-�
IRON CEMENT LINED.
18" FOR 10" ASSEMBLY 17
x
,
1/2" FOR 8" ASSEMBLY 18
3.
TEMPORARY SUPPORT SHALL BE PROVIDED UNDER
1/2" FOR 6" ASSEMBLY
2'-6"
3'
VALVES AT THE TIME OF INSTALLATION TO CENTER
THE PIPE IN VAULT OPENING. AFTER COMPLETE
5/8"x3/4" INVENSYS
INSTALLATION REMOVE THE TEMPORARY SUPPORT
TR-PL METER WITH 7'-2"
AND INSTALL ADJUSTABLE PIPE SUPPORT.
ICE REGISTER
4.
INSTALL GALVANIZED LADDER FOR ACCESS.
6" MIN, DRAIN TO DAYLIGHT OR
}T
STORM DRAIN SYSTEM WITH
6" 90' BEND FL.
5.
AFTER FIELD INSTALLATION, MAIN DDCVA AND
CATCH BASIN OR MANHOLE
- 2'-11"
BY-PASS DCVA MUST BE TESTED SATISFACTORILY
N4
BY A DEPT, OF HEALTH CERTIFIED BACKFLOW
GALVANIZED
ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED
STEEL LADDER
TO CITY OF RENTON WATER UTILITY ENGINEERING
DEPT. PRIOR TO ACTIVATION OF NEW LINE.
COMPACTED FOUNDATION
6.
INSTALL BRASS Y4" FLARE TEST COCKS WITH Y4"
GRAVEL
FLARE CAPS.
ADJUSTABLE STEEL PIPE SUPPORT,
STANCHIONS BOLTED TO FLOOR.
�� ° 6" 8" & 10" DOUBLE DETECTOR CHECK STD. PLAN - 360.2
••� PUBLIC WORKS
* ''�� + DEPARTMENT ASSEMBLY WITH STANDPIPE OUTSIDE
��NZ�� INSTALLATION MARCH 2O10
rl rl rn, ,, r\ r- - A r'r-, n r1 A T
LU
SECTION AA
NGLE CHECK VALVE AND VAULT
NOT TO SCALE
SCA"
N/A
ONE INCH l
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
kSTLE PRECAST UV 233-LA (OR
DVED EQUAL). PROVIDE RISERS
CESSARY TO OBTAIN ADEQUATE
i
FIR OM FDC j
� l
D
SUMP A
RF5 dEN�
G pF W y� ti
z
s F0/STERN
s/DNA L
VERTICAL: NAVD 1988
• C I T Y O F
HORIZONTAL: NAD 1983/183/1991
�MIN
RENTON
Planning/Building/Public Works Dept.
DA ASSEMBLY DETAIL
NOT TO SCALE
3-
°
Z 4
6" t° 6"
MI� MIN.
9,6" FDC SUPPLY LINE
�
TO BUILDING (N
A
0® Know what's below.
p Call before you dig.
1 Dial 811
W-406302
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RECORD WATER UTILITY DETAILS
0 FOR
CHICK-FIL-A RENTON
® 375 RAINIER AVE S RENTON, WA 98055
L.�I STORE NO.:04249
12/19/2019
FIELDBOOK:
PAGE:
C9.1
btft61: 16 Gt: 24
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DDCVA MUST BE INSTALLED IMMEDIATELY AFTER .
PIPE PENETRATION THROUGH BUILDING FLOOR SLAB.
ROOM IN WHICH DDCVA IS LOCATED SHALL: Y
A HAVE FLOOR DRAIN CONNECTED TO THE SANITARY SEWER SYSTEM
R HAVE A HEATING SYSTEM (40- F MIN, TEMP,) NO HEAT TAPE
C. NOT BE USED FOR STORAGE AROUND THE DDCVA
E HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PIVs-
A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE
71
TY OF RENTON FOR INSPECTION OF THE DDCVA
AND METER
''.EPARATE FIRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA
IAUST BE SUBMITTED TO RENTON FIRE PREVENTION DEPARTMENT FOR
REVIEW AND APPROVAL.
A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED.
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929. MUELLER
SUPER CENTURION 200. AND WATEROUS PACER MATH 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 STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
PAINT No 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT, FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
N. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
4.875" A 5" STORZ
5'x5'x6" THICK CONCRETE PAD AROUND
HYDRANT, FINISH TO MATCH SIDEWALK.
V IF
fc EXPANSION JOINT AT
2.� "� BACK OF SIDEWALK
CONCRETE SIDEWALK
/--OR PLANTING STRIP
.1
36" MIN
COVER Vic;
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.
RAISED PAVEMENT MARKER TYPE 88-A
STIMSONITE TWO-WAY BLUE REFLECTIVE
ONCRETE BLOCKING
,
ONCRETIE `
T
�4MAIN
"HRUST BLOC. 4
I
LINE TEE. WITH 6" FLANGE SIDE OUTLET.
\
-
6" CATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" CDR -TEN STEEL TIE RODS.
16" z 8" x 4' MININUM
1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE BEARING
BLOCK UNDER HYDRANT
1' ABOVE BOOT FLANGE PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND LEVEL ALL GROUND
MIN 3' RADIUS
MIN 3' RADIUS
All
t
t
ONE MAN ROCK
1
�o
6� 1.
CO
6" CONCRETE PAD 6" CONCRETE PAC'
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1
t).
DEPARTMENT
MARCH 2010
RE HYDRANT
NOT TO SCALE
ANO MA'NTAINFP PRIVATELY OWNED AND MAINTAINED
-1
MAXIMUM D FEET
PIPE LENGTH FROM PROPERTY LINE
10 DDCVA Y45T NOT EXCEED 90 TEEi
CONCRETE 90I1ARD9
i3J ',10'.
-ie• •
5 FT MAX.
7
91
• 110)
81 I
9"I
(71
3 �
H
z 4 INCH N /A WCH
0 �
7
m x
BUILDING WALL
PERIMETERS OF MINIMUM CLEARANCi
TO BE PAINTED ON FLOOR IN WHITE
ENAMEL PAINT STRIPE, WITH 2 INCH
STENCILED BLACK LETTERS TO SAY
"DO NOT BLOCK ACCESS"
t. MAIN LINE TEE(MJ EM O z WITH CONCRETE BLOCKING (WATER MAIN
LOCATED IN EASEMENT ON PRIVATE PROPERTY SHALL NOT BE MORE o
THAN 50 FEET TO BUILDING) �R'
2. BRANCH VALVE (FL x MJ) WITH VALVE BOX AND COVER �4-1;�-=-�
CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) ALL PIPE AND Z
FITTINGS SHALL BE RESTRAINED WITH SHACKLE RODS AND CONCRETE -
THRUST BLOCKS PER NFPA AND AWWA STANDARDS.
,I POST -INDICATOR VALVE (MJ) WITH TAMPER SWITCH
2-90' BENDS (FL x FL) WITH FLANGED DUCTILE IRON PIPE SPOOL
18" LONG SPOOL (FL x PE)
FLANGE COUPLING ADAPTOR FINISH FLOOR LEVEL
4 APPROVED DDCVA ON MAW LINE IN HORIZONTAL POSITION ONLY. (PER
LATEST DEPT OF HEALTH APPROVED LIST OF BACKFLOW PREVENTION ELEVATION VIEW OF DDCVA
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 ADJUSTABLE STEEL PIPE SUPPORT,
3 O.S & Y VALVES TO BE RESILIENT SEATED WITH TAMPER SWITCHES. STANCHIONS BOLTED TO FLOOR.
ADD WIRING IN ACCOROAN[E WITH L & I
!0. 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)
iI. SWING TYPE GRAVITY CHECK VALVE, FLANGE WITH BALL DRIP IN VAULT
OR OUTSIDE BUILDING
4"x 4" x 6' BULL ELBOW, THREADED
'3. UL LISTED FIRE DEPT. CONNECTION, UL LISTED BREAK AWAY CAPS.
LOCATE WITHIN 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT.
AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA
MUST BE TESTED SATISFACTORILY 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 UNE IN57ALL
BRASS A FLARE TEST COCKS WITH Y." FLARE CAPS.
PUBLIC WORKS INSIDE BUILDING INSTALL FOR 3" AND STD. PLAN - 360.5
DEPARTMENT LARGER DETECTOR DOUBLE CHECK
VALVE ASSEMBLY MARCH 2O10
6" DCDA IN BUILDING
1
NOT TO SCALE
RECORD WATER UTILITY DETAILS
FOR
CHICK=FIL=A RENTON
SECTION 18, TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
LLI 120 VOLT ELECTRICAL OUTLET FOR
Z HEAT TAPE.
INSTALL HEAT TAPE
}
J > FOR FREEZE
PROTECTION
CENTER BACKFLOW
3
PREVENTER IN
O REDUCED PRESSURE
ENCLOSURE
0, BACKFLOW ASSEMBLY
(RPBA)
3" MIN.
o
I I
3" MIN.
3" MIN.
INSULATED ENCLOSUR
"HOT BOX" OR EQUAL
3/8" X 4" ANCHOR
BOLTS PER
MANUFACTURER —
3" MIN.
CONCRETE SLAB
z
UNION z FINISHED
N GRADE
FINISHED
GRADE 1
-
f, 21
DRAIN
"a ? SEE NOTE 4
6" MINIMUM SLEEVE
FREE DRAINING > (TYR)
GRAVEL Z
CONNECT TO N
WATER METER
IMMEDIATELY
ADJACENT TO
RPBA
FLOW
INSTALLED W/ APP'D. TO OWNERS ELECTRICAL PANEL FRONT VIEW
MATERIAL PER UPC DIRECT BURIAL OR IN RIGID METER SIDE
(SIZE AS REQ.) CONDUIT PER ELECTRICAL
SIDE VIEW PERMIT REQUIREMENTS.
NOTES:
1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW
PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF
WASHINGTON DEPARTMENT OF HEALTH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
F THE INSTALLATION F TH P A A PIPING, THE OWNER HA FURNISH, IN TA AN MAINTAIN TH
0 E0 E RPBA AND G. E O E SHALLINSTALL D E
RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE RPBA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER
UTILITY CROSS -CONNECTION CONTROL SPECIALSIT, FAX NO. 425-430-7241.
4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS
3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1.5" TO 2" RPBA's, 6" FOR 3" RPBA'S.
5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
STD. PLAN - 350.2
PUBLIC WORKS REDUCED PRESSURE BACKFLOW
Qt)
DEPARTMENT ASSEMBLY IN HOT BOX
MARCH 2010
NOT TO SCALE
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
AS -BUILT PLANS
REVISION
�MARKEF MARKER
I /' • •
I
LANL
MARKER TO INDICATE
WHICH SIDE OF STREET
HYDRANT IS ON (4" FROM
DOTS OR PAINTED LINE)
MARKER
I I T
JJR LANE ROAD OFFSET
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
HYDRANT MARKERS
7•
��
�+- 4'
RAISED PAVMENT MARKER TYPE 88 AB
STIMSONITE TWO-WAY (BLUE)
MARKER
r__
ON SIDE STRL:_ -:Jr-ERE THE
HYDRANT IS WITHIN 20' OF A
MAIN TRAVELED STREET, THE
MARKER IS TO BE INSTALLED
ON THAT MAIN STREET
IMARKER
FIVE LANE ROAD OFFSET
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
STD. PLAN - 310.3
PUBLIC WORKS HYDRANT MARKER LAYOUT
DEPARTMENT
U.OK
STARCH 2010
RANT MARKER
NOT TO SCALE
SURVEYED: RLH
DESIGNED JC
DRAWN: CMS
MM 3/15/21 CRJ CHECKED: AEM
,A I t Hrr'R APPROVeU: CRJ
W
Z_
J
I—
I �
�w
Flo
a DIRECTION OF FLOW
2
IY 0 I
(MIN.)
6" MIN.
6"MIN.(TYP.) UNION (TYP.)
PLAN
3"MAX.
Z CO Z
M O
6"MIN.
TO CITY
METER STACKED METER SECTION 6" MIN. FREE
BOXES DRAINING GRAvL
NOTES:
1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENIII_
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON
DEPARTMENT OF HEALTH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN,
3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TES1
REPORT SHALL BE SENT OR FAKED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER
UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241,
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER,
34" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8
* PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR
DEPARTMENT RESIDENTIAL FIRE SPRINKLER
MARCH 2010
1" DCVA FOR IRRIGATION
NOT TO SCALE
RF5 JEA1
G pF W y� ti
z
,p 47671
�c�s F01 S T
sIONA L FN-5I��Iti
SCALE
N/A
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
83/1
CITY 0 F
-
RENTON
•...,.
ONE INCH
-- - •-
Planning/Building/ I uIJIIc Works Dept.
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
0® Know what's below.
p Call before you dig.
1 Dial 811
W- 406 303
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
U 12/19/2019
RECORD WATER UTILITY DETAILS FIELDBOOK:
0 FOR PAGE:
CHICK-FIL-A RENTON DRAWING NO:
® 375 RAINIER AVE S RENTON, WA 98055 C9.2
STORE NO.:04249 SHEET:17 OF:24
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POWER EASEMENT
KC REC NO. 9410201209
TO BE RELINQUISHED
PROPOSED SANITARY —
SEWER, SEE SHEET C8.0
10' GAS EASEMENT
KC REC NO. 20130411001089
PROPOSED STORM
DRAIN, SEE SHEET C5.0
15' X 100'
SEWER EASEMENT
® REC NO. 9708110700
SANITARY SEWER EASEMENT -
KC REC NO. 9708110701,,
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RECORD COMPOSITE UTILITY PLAN
FOR
UTILITY PROTECTION NOTE:
UTILITY LOCATE DATA INDICATES THE EXISTENCE AN
CHICK=FIL=A RENTON EXISTING GAS SERVICE LOCATED UNDER THE SIDEWALK
AND CURB RETURN OF RAINIER AVENUE. THE
SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CONTRACTOR SHALL ORDER INDEPENDENT UTILITY
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON LOCATES AND TAKE ANY OTHER NECESSARY ACTIONS To
CONFIRM THE HORIZONTAL AND VERTICAL LOCATIONS.
EXISTING GAS SERVICE TO BE PROTECTED.
10' GAS EASEMENT aso
ADJUST VALVE COVER TO FINISHED GRADE
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KC REC. N0. 20130411001089 �
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ADJUST FRAMES LID TO FINISHED GRADE
AND REPLACE WITH TRAFFIC RATED LID
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SLOPES & UTILITIES EASEMENT\
PER 20110620001119 \\
\� POWER EASEMENT
KC REC. NO. 9410201209
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10' GAS EASEMENT
KC REC NO. 2013041 1001089 i
(TO BE REVISED)
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ACCESS EASEMENT
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10' PROPOSED
GAS EASEMENT
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UTILITY NOTES:
O CONTRACTOR IS TO PROVIDE A MINIMUM OF 1.5' VERTICAL
SEPARATION BETWEEN SANITARY SEWER AND WATER, A MINIMUM OF
0.5' VERTICAL SEPARATION FOR DRY UTILITIES. CONTRACTOR SHALL
NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. OF ANY
CONFLICTS.
O THE CIRCLED LOCATIONS ARE REQUIRED TO BE POTHOLED TO
CONFIRM WHETHER OR NOT UTILITY CONFLICTS NEED TO BE
RESOLVED. POTHOLING SHOULD OCCUR PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS,
INC. OF ANY CONFLICTS.
® DRY UTILITIES CONSTRUCTION NOTES:
1. APPROXIMATE LOCATION OF GAS METER AND SERVICE.
COORDINATE METER LOCATION AND SERVICE WITH PURVEYOR AND
MEP PLANS.
2. APPROXIMATE CONNECTION FOR GAS SERVICE. CONFIRM SIZE,
LOCATION, AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR
PRIOR TO CONSTRUCTION.
3. APPROXIMATE LOCATION OF PROPOSED TRANSFORMER.
COORDINATE CONDUIT SIZE, METER LOCATION AND CONTRACTOR
SCOPE OF WORK WITH PURVEYOR AND MEP PLANS PRIOR TO
CONSTRUCTION.
4. APPROXIMATE LOCATION OF PRIMARY POWER SERVICE FROM
EXISTING VAULT TO PROPOSED TRANSFORMER. COORDINATE
CONDUIT SIZE, AND CONTRACTOR SCOPE OF WORK WITH
PURVEYOR AND MEP PLANS PRIOR TO CONSTRUCTION.
CONTRACTOR TO VERIFY THAT NO CONFLICT EXISTS BETWEEN
POWER SERVICE AND WALL FOOTINGS PRIOR TO CONSTRUCTION.
5. APPROXIMATE LOCATION OF TELEPHONE/ISP CONDUIT CONNECTION
TO BUILDING. COORDINATE LOCATION, MATERIAL AND CONTRACTOR
SCOPE OF WORK WITH PURVEYOR AND ELECTRICAL PLANS PRIOR
TO CONSTRUCTION.
6. TWO 2" TELEPHONE SERVICE ENTRANCE CONDUIT(S). EXTEND
WITH PULL STRING FROM TELEPHONE SERVICE J-BOX TO UTILITY
SOURCE. REFER TO SHEET ES1.1 FOR ADDITIONAL INFORMATION.
7. ONE 3" ISP SERVICE CONDUIT. EXTEND WITH PULL STRING FROM
THE J-BOX TO THE SUPPLIER'S SOURCE. REFER TO SHEET ES1.1
FOR ADDITIONAL INFORMATION.
8. APPROXIMATE LOCATION OF POWER SERVICE TO TRASH
ENCLOSURE. COORDINATE CONDUIT SIZE, METER LOCATION AND
CONTRACTOR SCOPE OF WORK WITH MEP PLANS PRIOR TO
CONSTRUCTION.
9. APPROXIMATE CANOPY CONNECTION FOR GAS/POWER SERVICE.
CONFIRM SIZE, LOCATION, AND CONTRACTOR SCOPE OF WORK
WITH PURVEYOR AND CANOPY PLANS PRIOR TO CONSTRUCTION.
10. APPROXIMATE LOCATION OF POWER SERVICE BETWEEN PROPOSED
TRANSFORMER AND EXISTING VAULT. EXISTING VAULT TO BE
REPLACED WITH HAND HOLE FOR POWER CONNECTION TO 351
RAINIER AVE. COORDINATE ANY WORK REQUIREMENTS WITH
ADJACENT PROPERTY OWNER PRIOR TO CONSTRUCTION.
COORDINATE CONDUIT SIZE, LOCATION AND CONTRACTOR SCOPE
OF WORK WITH PURVEYOR AND MEP PLANS PRIOR TO
CONSTRUCTION.
11. APPROXIMATE LOCATION OF POWER SERVICE BETWEEN PROPOSED
TRANSFORMER AND BUILDING. COORDINATE CONDUIT SIZE, METER
LOCATION AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR
AND MEP PLANS PRIOR TO CONSTRUCTION.
12. APPROXIMATE LOCATION OF GAS LINE RELOCATION. PSE
RELOCATED LINE RECENTLY. SEE SHEET C3.0 FOR ADDITIONAL
NOTES ON GASLINE AND POTENTIAL CONFLICTS. COORDINATE SIZE,
LOCATION AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR
PRIOR TO CONSTRUCTION.
13. PROVIDE POWER TO PROPOSED MONUMENT SIGN. COORDINATE
CONDUIT SIZE AND CONTRACTOR SCOPE OF WORK WITH MEP
PLANS PRIOR TO CONSTRUCTION.
14. APPROXIMATE LOCATION OF GAS LINE RELOCATION. COORDINATE
SIZE, LOCATION AND CONTRACTOR SCOPE OF WORK WITH
PURVEYOR PRIOR TO CONSTRUCTION,
15. CONTRACTOR TO PROVIDE ELECTRICAL SERVICE TO RELOCATED
LUMINAIRE FROM EXISTING ELECTRICAL BOX.
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA98032
425.251.6222 barghausen.com
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HORIZON
CITY OF
'R R E N T O N
Planning/Building/Public WorKs Dept.
O
o RECORD COMPOSITE UTILITY PLAN
0 FOR
CHICK-FIL-A RENTON
375 RAINIER AVE S RENTON, WA 98055
STORE NO.: 04249
12/19/2019
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PAGE
DRAWING Nt
DRAWN: CMS
AS -BUILT PLANS
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3/15/21
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LANDSCAPE IRRIGATION NOTES
1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE:
A) INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO
AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED
CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN
AND COORDINATE WITH GENERAL CONTRACTOR.
B) INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF
CONNECTION, PER UTILITY PLAN(S).
PROVIDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE
SIDE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW
FINISH GRADE.
C) VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.C.)
CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS,
INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN
DESIGN PRESSURE.
D) INSTALLATION OF SLEEVING.
2. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, AND SERVICES NECESSARY TO FURNISH
AND INSTALL A COMPLETE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS AND/OR
NOTES. PROVIDE A ONE (1) YEAR WARRANTY/GUARANTEE FROM FINAL ACCEPTANCE AGAINST
ALL DEFECTS IN MATERIALS, EQUIPMENT, AND WORKMANSHIP.
3. COORDINATE IRRIGATION INSTALLATION WITH GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR,
LANDSCAPE CONTRACTOR, OWNER, ARCHITECT, AND LANDSCAPE ARCHITECT.
4. LANDSCAPE CONTRACTOR TO TEST AVAILABLE WATER PRESSURE PRIOR TO BEGINNING ANY WORK.
PROVIDE LANDSCAPE ARCHITECT WITH WRITTEN PSI RESULTS.
5. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS.
6. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS, FEES, AND REQUIRED CITY INSPECTIONS.
7. SUBMITTALS:
A) SUBMIT FIVE (5) COPIES OF EACH ITEM LISTED BELOW FOR LANDSCAPE ARCHITECT'S
REVIEW AND APPROVAL,
B) PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED,
C) CONTROL WIRING PATH DIAGRAM,
D) "AS -BUILT" DRAWINGS.
E) OPERATION AND MAINTENANCE MANUALS.
8. PROVIDE AND KEEP UP TO DATE A COMPLETE "AS -BUILT" RECORD SET OF PRINTS WHICH ARE
TO BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND NOTES
AND EXACT "AS -BUILT" LOCATIONS, SIZES AND KIND OF EQUIPMENT. THIS SET OF DRAWINGS.
ARE TO BE KEPT ON SITE AND ARE TO BE USED ONLY AS THE RECORD SET. ALL WORK IS TO
BE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE WORK PROCEEDS, SHOWING WORK
AS ACTUALLY INSTALLED.
DIMENSION FORM TWO (2) PERMANENT POINTS OF REFERENCE, BUILDING CORNERS, WALKS, OR
ROAD INTERSECTIONS, ETC., THE LOCATION OF THE FOLLOWING:
A) CONNECTION TO WATER LINES (P.O.C.),
B) CONNECTIONS TO ELECTRICAL POWER,
C) GATE VALVE, QUICK COUPLERS, AND REMOTE CONTROL VALVE,
D) ROUTING OF MAINLINE (DIMENSION MAXIMUM 100' ALONG ROUTING),
E) ROUTING OF CONTROL WIRING,
F) OTHER RELATED EQUIPMENT AS DIRECTED BY THE LANDSCAPE ARCHITECT.
FINISH GRADE
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1 Dial 811
IRRIGATION NOTES AND DETAILS
FOR
CH1CK=FIL=A RENTON
SECTION 18, TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
9. PREPARE AND PROVIDE PRIOR TO COMPLETION OF CONSTRUCTION, A THREE RING BINDER
CONTAINING THE FOLLOWING INFORMATION:
A) INDEX SHEET STATING CONTRACTOR'S ADDRESS, TELEPHONE NUMBER, FAX, E-MAIL AND A,
LIST OF EQUIPMENT WITH NAME AND ADDRESS OF LOCAL MANUFACTURER'S REPRESENTATIVES,
B) CATALOG AND PARTS SHEETS ON EVERY MATERIAL AND EQUIPMENT INSTALLED UNDER THIS,
CONTRACT,
C) GUARANTEE STATEMENT,
D) COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT.
E) CONSTRUCTION DETAILS FROM THE PROJECT,
F) COMPLETE TROUBLE -SHOOTING GUIDE TO COMMON IRRIGATION PROBLEMS,
G) WINTERIZATION AND SPRING START-UP PROCEDURES,
H) CHART OF APPROXIMATE WATERING TIMES FOR SPRING, SUMMER, AND FALL,
1) A COPY OF THE "AS -BUILT" DRAWINGS AND CONTROLLER CHART.
10. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR
APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH
AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE,
10" ROUND BOX FOR GATE/QUICK COUPLER/WIRE SPLICES, AND 12" STANDARD FOR
CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED.
11, MAINLINE PIPE TO BE BURIED 18 INCHES, LATERALS 12 INCHES, AND SLEEVES 24" INCHES
BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE.
12. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY
FOR 100 PERCENT COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS,
IN SHRUB BEDS WHERE POSSIBLE.
13, FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER
PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS.
14. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS.
15, RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR
ALTERNATE NOZZLES. IN -NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY
HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING
NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA.
16. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL
SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUIVALENT.
17. EACH VALVE BOX TO CONTAIN A MINIMUM OF TWO (2) SPARE ORANGE CONTROL WIRES
FOR JACKETED WIRE. ROUTE SPARE WIRES FROM THE CONTROLLER TO THE LAST
VALVE OF EACH MAINLINE BRANCH. COMMON WIRE TO BE WHITE. SINGLE STRAND
WIRE TO BE A MINIMUM OF 14 GAUGE.
18. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L.
LABEL.
19. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE
TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON
HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE
SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO
BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE
SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL
INSPECTION.
20. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION
HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR
MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL
TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE
NEED.
MANUAL FLUSH VALVE
PLUMBED TO PVC OR POLY
Techline® CV DRIPLINE
Techline® START CONNECTION
MALE ADAPTER
EXHAUST HEADER
Techline® TEE
REMOTE CONTROL VALVE
WITH DISC FILTER AND PRV
AREA PERIMETER
SUPPLY HEADER
NETAFIM"
TECHLINE® CV IRREGULAR AREAS: TRIANGULAR
NOT TO SCALE
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032 r425.251.6222 barghausen.com
RESPONSE TO CITY COMMENTS
REVISION
NOTE
MOUNT CONTROLLER LCD SCREEN AT EYE
LEVEL, CONTROLLER SHALL BE HARD -WIRED TO
GROUNDED 110 VAC POWER SOURCE.
PER SPEC
FRONT ELEVATION
RIGHT ELEVATION
LEGEND
U
IRRIGATION
PER SPEC
CONTROLLER (ACC)
00,
PER PLAN
O
IRRIGATION
CONTROL WIRE IN
0
CONDUIT. SIZE AND
TYPE PER LOCAL
CODES
4)
ELECTRICAL SUPPLY
CONDUIT. CONNECT
TO POWER SOURCE,
J-BOX INSIDE
CONTROLLER
®
ADJACENT SURFACE
TO MOUNT
IL
CONTROLLER PER
PLAN
IRRIGATION CONTROLLER - WALL MOUNT
NOT TO SCALE
FINISH GRAC`_
REMOTE CON
VALVE
PVC MAINLY
VALVE BOX
F_ FLUSH WITH LAWN
(1 "), AND MULCH
(3„)
PRESSURE
REGULATOR
PVC LATERAL
SCH. 80 UNION
VALVE BOX EXTENSION
AS REQUIRED
BRICK SUPPORTS
C.F. 7/8" WASHED
GRAVEL SUMP
CONTROL VALVE, PRESSURE REGULATOR, AND FILTER
NOT TO SCALE
THREADED BALL
VALVE
SCH 80 PVC MALE
ADAPTER
FINISH GRADE
SCH 40 PVC 45' ELBOW
FOUR (4) 4%8" BRICKS-
NOTE:
1. LOCATE VALVE BOXES IN PLANTING AREAS.
2. WRAP VALVE BOX WITH A MINIMUM OF 3 MIL THICK PLASTIC
AND SECURE IT USING DUCT TAPE OR ELECTRICAL TAPE.
3. ALL THREADED CONNECTIONS TO BE MADE USING TEFLON TAPE.
4. ALL CHANGES IN ELEVATION SHALL BE MADE USING SCH 40
PVC 45' ELBOWS.
BALL VALVE
NOT TO SCALE
SURAYED. RLH
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DRAWN` JLB
JLB 11/12/19 JLB CHECKED: JLB
BY DATE APPR &-Rmm JLB
SCALE:
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N/A
ONE INCH
AT PULL SCALE
IF NOT ONE INCH
SCALE ACCOMNGLY
REGULAR VALVE BOX WITH
LOCKING LID
PAVEMENT
a.
VSCH 80 PVC UNION SxS
SCH 80 PVC NIPPLE TxS
MAINLINE
THREE INCH (Y) THICK
LAYER OF PEA GRAVEL
OR APPROVED EQUAL
3/8" WELDED WIRE MESH
PER MANUFACTURER'S
NOTE
1. THIS DETAIL TO
BE USED IF
HUNTER
XC-HYBRID
IRRIGATION
CONTROLLER IS
USED FOR THIS
PROJECT.
2. MOUNT ON
WEATHER
EXPOSED WALL
8' ABOVE GRADE
RAIN SENSOR
NOT TO SCALE
VALVE BOX WITH COVER
FINISH GRADE
QUICK COUPLING VALVE
CENTER IN BOX
1 C.U. FT. 7/8" GRAVEL
SUMP
MARLEX ELL - TYPICAL
PVC SCH 80 PVC NIPPLE
PVC SCH 40 PVC SXSXT TEE
QUICK COUPLING VALVE ASSEMBLY
NOT TO SCALE
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%R
CITY OF
RENTON
Plonning/Building/Public Works Dept.
v IRRIGATION NOTES AND DETAILS
0 D FOR
CHICK-FIL-A RENTON
375 RAINIER AVE S, RENTON, WA 98055
6.AWA_ STORE NO.:04249
'KET
NSOR
:R'S
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11/18/19