HomeMy WebLinkAboutS-423810A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
Utility Specifications
Utility Specifications
Utility Specifications
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Water Utility Notes and Specifications
Valves shall be designed for a minimum water operating pressure of 200 psi. Gate
Standard Plans & Specifications 7-11.3(11). The loss in pressure shall not exceed 5 psi
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valves shall be Clow List 14, Mueller Company NO. A2380 or M & H.
during the 2 hour test period.
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THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY.
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9. Fire hydrants shall be Corey type (opening with the pressure) or compression type
19. All watermains and services shall be disinfected by the injection of a 50 ppm (minimum
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
o enin against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical
(opening 9 P ) 9
joint inlet and a main valve opening (M.V.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles
concentration chlorine water solution. Dr Calcium H ochlorite shall NOT be laced in
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the pipe as laid. Chlorine shall be metered/injected in accordance with Section 7-
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RECOMMENDATION w
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WSDOT/APWA Standards and Specifications, as approved and modified by the City of
with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle
11.3(12)E or 7-11.3(12)F of the Standard Specifications referenced above.
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Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be
with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside
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kept on site at all times during construction.
diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4
20. Apre-construction conference is required prior to any construction. A minimum of five
a
inch pentagon operating nut opened by turning counter clockwise (left).
(5) working days notice is required for scheduling.
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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
10. The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with
21. Twenty-four (24) hours notice will be required prior to starting new construction.
- -
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(425) 430-7301. The Police Department Fire Department and 911 shall be notified 24
operating nut of the same design and proportions as the hydrant stem nut. Caps shall
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hours in advance of any work in the right of way.
be fitted with suitable neoprene gaskets for positive water tightness under test
22. It shall be the contractor's responsibility to secure all necessary permits prior to starting
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pressures.
construction.
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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
11. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5
23. Installation of corporate stops, water services, lines and meters shall not be done until
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disturbance. For utility locates call 48-hour locators 800-424-5555.
inch Storz. Storz adapter shall be forged and/or extruded 6061-T6 aluminum alloy,
all service agreements, meter applications, construction permits, and payment of fees
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hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180
have been made to the City of Renton.
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4. An approved Traffic Control Plan is required to be submitted at the Pre -Construction
degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have
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meeting.
synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8 inch,
24. All connection to existing mains is to be accomplished by the City of Renton, except wet
1. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF SAFETY YELLOW DTM ACRYLIC GLOSS OR ENAMEL PAINT.
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coated, stainless steel, aircraft cable.
taps, which may be made by approved wet tap contractors with prior approval from the
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5. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for
Public Works Department. All necessary excavation and materials are to be supplied by
2. PUMPER NOZZLE TO FACE ROADWAY OR AS DIRECTED BY RRFA.
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Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise
12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43-
the contractor and be on -site prior to City notifications.
3. A MINIMUM 3' RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND THE OUTSIDE OF THE HYDRANT.
approved by the City of Renton Public Works Department. Reference benchmark and
655 safety yellow or approved equal.
25Inspection ill baccomplished bifh
nspecton we a representative othe City of Renton. It shall be
MATERIALS
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elevations are noted on the plans.
13. Pumper connection to face roadway assembly.
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the contractor's responsibility to notify Development Services twenty four (24) hours in
COMPRESSION TYPE HYDRANT (SEE APPROVED MATERIALS LIST) WITH 6" MJ INLET WITH LUGS, 5 Y4" MVO,
( HYDRANT I A" PENTAGON OPERATING NUT, TWO (2) 2 Y2" NST HOSE NOZZLES, AND 4.875" SST PUMPER NOZZLE
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6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110
advance of backfilling all construction. The contractor, as well as the engineers, shall
EQUIPPED WITH 5" STORZ ADAPTER AND 1/8" STAINLESS STEEL CABLE, WITH EXTENSION IF NECESSARY.
and C111 or latest revision, thickness Class 52. Cement mortar lining and seal coating
14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants,
keep as -built drawings.
0 TEE MAIN LINE TEE WITH 6" FLANGE SIDE OUTLET
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shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical
latest revision.
c VALVE 6" GATE VALVE (FLxMJ)
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joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene
26fttid it
- t t t C . Contractor o provide plugs and temporary blow -off assemblies or testing anpurity
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O VALVE BOX VALVE BOX AND LID PER STD PLAN 330.7
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wrapped per ANSI/AWWA C105/A21.5-93 Standards.
15. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below
acceptance prior to final tie-in.
PIPE CLASS 52 DI, LENGTH TO FIT
finish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches
OF JOINT RESTRAINT MECHANICALJOINT RESTRAINT OR (2) 3/4" CORTEN STEEL TIE RODS FOR DISTANCES OVER ONE PIPE LENGTH
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7. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on
below finish grade. Where utility conflicts occur, watermains are to be lowered to clear.
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27. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by
the Star Manufacturing Company Columbus Ohio, in by the
G GRAVEL 11/4' WASHED DRAIN ROCK, MINIMUM 1' ABOVE BOOT FLANGE WITH 8-MIL POLYETHYLENE SHEETING
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plans, and in accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall be in
of or equal, approved writing
AROUND TOP AND SIDES OF GRAVEL
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accordance with ANSI/AWWA C104/421/4-90. If fittings are 3 to 12 inches in diameter
16. All watermains 6 inches and larger in diameter shall be cleaned with pipe cleaning
Public Works Department.
CONCRETE BLOCK MINIMUM 16"W'x4" CONCRETE BLOCKS UNDER FIRE HYDRANT AND GATE VALVE
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and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA
"PIGS" prior to disinfection. The "Poly pigs" shall be Girard Industries Aqua Swab -AS or
OI BLOCKING CONCRETE BLOCKING PER STD PLAN 330.1
C110-A21.10-87 or ANSI/AWWA C153/A21.53-94. Three (3) inch to 12 inch diameter
approved equal, 2 lb/cu. ft. density foam with 90A durometer urethane rubber coating
"PIG"
28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2)
inches. Oil be All
4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT WITH EXPANSION JOINT AT BACK OF SIDEWALK,
O SHEAR BLOCK FINISH TO MATCH SIDEWALK, ALL CONCRETE SHALL BE MINIMUM 3,000 PSI AND SHALL BE MECHANICALLY
fittings which have mechanical joints and/or flanged joints shall be in accordance with
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on the rear of only.
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mat streets may spade cut. surface concrete, pavement, sidewalks,
MIXED - JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED.
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ANSI/AWWA C110/A21.10.87 or a combination of ANSI/AWWA C110/A21.10.87 and
17. "PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will
curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2)
inches or removed to an existing expansion joint.
OK PAVEMENT MARKER BLUE REFLECTIVE PAVEMENT MARKER PER STD PLAN 310.3
STD. PLAN - 310.1
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ANSI/AWWA C153/A21.53-94 such that the portion of the fitting with a mechanical
perform the cleaning operation.
APPROVED:
joint(s) may be with ANSI/AWWA C153/A21.53-94 and that portion of the fitting with
29. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with
PUBLIC WORKS
� DEPARTMENT
FIRE HYDRANT ASSEMBLY
flanged joint(s) shall be in accordance with AWWA C110/A21.10-87. Acceptance testing
flanged
in accordance
accordance with section 53.53 of ANSI/AWWA section 10-4.3 of ANSI/AWWA
18. All watermains and services shall be pressure tested to a minimum of 200 psi or 150 psi
a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Call
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shall be obtained by the contractor and transmitted to the owner.
over operating pressure, in accordance with the specifications of the City of Renton and
for subgrade inspection prior to placement of final patch. *
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the Washington State Health Department. All pressure testing shall be done in the
Fire Hydrant Assembly
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8. Gate valves shall be iron body, bronzed -mounted, double disc with bronze wedging
presence of a representative of the City of Renton. The quantity of water lost from the
30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical
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device and 0-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509).
main shall not exceed the number of gallons per hour as listed in City of Renton
process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and
schedule 80 PVC pipe under improved areas.
W 90' BEND 45° BEND
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0 Utilitiy Plan General Water Notes Utilitiy Plan General Water Notes 2 Utilitiy Plan General Water Notes 3
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W NOTES:
_J PLAN 1. VAULTS SHOULD NOT BE INSTALLED IN AREAS WITH VEHICLE TRAFFIC.
w w I CAP /PLUG 22 z° BEND
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} NSTALL METER BOX AT 2. ALL INTERIOR METAL INCLUDING PIPE, VALVES, AND FITTINGS TO BE PAINTED WITH TWO COATS OF EPDXY AS APPROVED BY THE
�. PROPERTY LINE WITH PIPING I PIPING ° ENGINEER. USE TNEMEC SERIES 135 CHEMBUILD MODIFIED POLYAMIDE EPDXY. APPLY PER MANUFACTURERS INSTRUCTIONS.
wa. 12"COPPERTAILPIECE a' -------- -----------------
0 0 I j 6„ j 3. VAULT AND HATCH MODELS ARE PROVIDED AS REFERENCE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. B D
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V J D K a SIDEWALK �I I S j MIN j V 4. FOR 3" AND 4" METERS, USE 2" BYPASS MATERIALS, AND FOR 6" METERS, USE 3" BYPASS MATERIALS, AS INDICATED BELOW.
`ice FINISHED GRADE I I i1 i1 R
c I 5. INSTALL WATER METER RADIO &BATTERY UNITS IN ACCESS HATCH PANELS WITH MINIMUM 6" SEPARATION.
9" TO 12"MM9 I
.° 12"-� i 6" E A B D 6- °a MATERIALS
o I �iMIN MINi� - OA METER AMI WATER METER (SENSUS OMNI WITH INTERNAL STRAINER) WITH RADIO AND BATTERY UNIT
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H 21" TO 30" I I ®®® "I ®®® O 2" BRASS NIPPLE (MIPTxMIPT), 6" LONG, CONNECTED TO TEST PORT OF COMPOUND METER
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MINIMUM BEARING AREA
AGAINST UNDISTURBED SOIL (SF)
PIPE
SIZE
PRESSU
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(PSI)RE
4
200
2/(1)
1/(NONE)
1/(NONE)
NONE
NONE
300
3/(2)
2/(2)
2/(1)
1/M
NONE
6
200
4/(3)
3/(2)
3/(1)
1/(1)
1/(NONE)
300
6/(4)
4/(3)
3/(2)
2/(1)
1/(NONE)
8
200
7/(5)
5/(3)
4/(3)
2/(2)
1/M
300
11/(8)
8/(5)
6/(4)
3/(2)
2/(1)
10"
200
11/(8)
8/(6)
6/(4)
3/(2)
2/(1)
275
16/(11)
11/(7)
9/(6)
5/(3)
3/(2)
12
200
16/(11)
11/(8)
9/(6)
5/(3)
3/(2)
250
24/(16)
17/(11)
13/(9)
7/(5)
4/(3)
14"
200
22/(13)
16/(11)
12/(8)
6/(4)
3/(2)
250
33/(22)
23/(16)
18/(12)
9/(6)
5/(3)
16"
200
29/(19)
21/(14)
16/(11)
8/(6)
5/(3)
225
32/(21)
23/(16)
17/(12)
9/(6)
5/(3)
18"
200
36/(24)
26/(17)
20/(13)
10/(7)
5/(4)
20"
200
45/(29)
32/(21)
24/(16)
13/(8)
7/(4)
24"
1 200
64/(43)
46/(30)
35A231
18/(12)
9/(6)
N 1" BALLCORP (MIPTxFIPT), FORD FB1700-4-NLOR EQUAL, FOR 3" METER TEE 11 Y4° BEND
*VALUES BASED ON SAFE BEARING LOAD OF 2,000/(3,000) PSF
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O METER TEST PORT OR 1 Y2" BALLCORP (MIPTxFIPT), FORD FB1700-6-NL OR EQUAL, FOR 4" AND 6" METERS
2"X2 1/2" ADAPTER (MIPTxMNST)
I a 2 �" CAP (FNST) B SOILTYPE SAFE BEARING LOAD (PSF)
MAIN I PIPE SLEEVE J K L M N MIN H E a. L________________I_________________ O ADAPTER FLANGED COUPLING ADAPTER, MUCK OR PEAT 0
c L SEE DETAIL, THIS SHEET °'
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a 4 O PIPE CLASS 52 DI PIPE (PExFL) SOFT CLAY 1,000
r P OE VALVE (2) GATE VALVE (FLxFL) WITH HANDWHEEL SAND 2,000
IL -SAND AND GRAVEL 3,000
MATERIALS 11/2" SERVICE 2" SERVICE ELEVATION O PIPE SUPPORT ADJUSTABLE PIPE SADDLE SUPPORT, GRINNELL FIG 264 OR EQUAL, WITH BASE, BOLTED TO FLOOR
CEMENTED WITH CLAY 4,000
O TEE 2" TAPPED REDUCING TEE (MJxFIPT) 2" TAPPED REDUCING TEE (MJxFIPT) GO SERVICE SADDLE (2) 2" NPT SADDLE, SMITH-BLAIR MODEL 313 OR EQUAL OR (2) 6"X3" TEE (MJXFL) HARD SHALE 10,000
OB PIPE 2" BRASS NIPPLE (MIPT), 4" LENGTH 2" BRASS NIPPLE (MIPT), 4" LENGTH I I 6" OH BYPASS VALVE (2) 2" BRASS GATE VALVE (IPT) OR (2) 3" GATE VALVE (FLxFL) WITH 3" THREADED (IPT) FLANGE
2" GATE VALVE (FIPT) WITH SQUARE OPERATING 2" GATE VALVE (FIPT) WITH SQUARE OPERATING �I f MIN
(D VALVE O BEND (2) 2" 90° BEND OR (2) 3" 90° BEND NOTES:
NUT AND EXTENSION PER STD PLAN 330.8 NUT AND EXTENSION PER STD PLAN 330.8
OD VALVE BOX VALVE BOX AND LID PER STD PLAN 330.8 VALVE BOX AND LID PER STD PLAN 330.8 U JO BYPASS PIPE 2" GALVANIZED PIPE, EPDXY COATED, OR 3" GALVANIZED PIPE, EPDXY COATED 1. MINIMUM BEARING AREA MUST BE ADJUSTED FOR PIPE SIZE, PRESSURE, AND SOIL CONDITIONS.
2" x 1 Y2" BRASS COUPLING (MIPTx PACK JOINT), 2" BRASS COUPLING (MIPT x PACK JOINT), FORD S a 2" STRAIGHT FLANGE BALL VALVE (FLxFIPT) WITH PADLOCK WINGS, FORD BF31-777W-NL OR EQUAL 2. FITTINGS SHALL BE POLYWRAPPED PRIOR TO POURING CONCRETE BLOCKING.
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E COUPLING FORD C44-76-Q-NL OR EQUAL C84-77-Q-NL OR EQUAL K BYPASS METER VALVE OR 3"x2" REDUCER WITH 2" BRASS NIPPLE
3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND SHALL HAVE A MINIMUM OF 0.25 SF BEARING AREA AGAINSTTHE FITTING.
OF TUBING 1 Y2" TYPE "K" SOFT COPPER TUBING 2" TYPE "K" SOFT COPPER TUBING ° PIPE SLEEVE R E R (DBYPASS METER 2' AMI BYPASS METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY 4. CONCRETE BLOCKING SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING
JOINT.
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1 Y2" 900 BRASS BEND (PACK JOINT x PACK JOINT OR 2" 900 BRASS BEND (PACKJOINTx PACK JOINT OR SEE DETAIL THIS SHEET MO METER FLANGE 2" METER FLANGE (FLxFIPT), FORD CF31-77-NL OR EQUAL, OR 3"x2" REDUCER WITH 2' BRASS NIPPLE
O BEND PACK JOINT x FIPT), FORD L44-66-Q-NL OR PACK JOINT x FIPT), FORD L44-77-Q-NL OR 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATIC TEST PRESSURE AS WELL AS TO CONTINUOUSLY
L41-66-Q-NL OR EQUAL L41-77-Q-NL OR EQUAL 6" D 6 ON UNION 2" TWO-PART UNION OR 3" TWO-PART UNION WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE.
1 Y2" VERTICAL METER SETTER WITH BYPASS, 2" VERTICAL METER SETTER WITH BYPASS, FLANGED MIN MIN
FLANGED ANGLE BALL VALVE AND PADLOCK WINGS ANGLE BALL VALVE AND PADLOCK WINGS ON INLET, OO TEE 2" TEE OR 3" TEE 6. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT
ALLOWED.
ON INLET, ANGLE CHECK VALVE ON OUTLET, AND ANGLE CHECK VALVE ON OUTLET, AND BALL VALVE ® O BUSHING 2"x3/4" BUSHING OR 3"x3/4" BUSHING WITH 3/4" PLUG
OH METER SETTER BALL VALVE ON BYPASS WITH PADLOCK WINGS, ON BYPASS WITH PADLOCK WINGS, - 7. IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR TIE RODS TO SOLID FOUNDATION OR MUCK OR PEAT SHALL BE
FORD VBH86-12B-11-66-Q-NL, A.Y. MCDONALD FORD VBH87-12B-11-77-Q-NL, A.Y. MCDONALD O ® WATER MAIN CLASS 52 DI PIPE WITH RESTRAINED JOINTS REMOVED AND REPLACED WITH BALLAST OF SUFFICIENT STABILITYTO RESISTTHRUST.
730B-612WDFF665, OR MUELLER B-2427N (1 %"), 730B-612WDFF665, OR MUELLER B-2427N (2"), Q
BYPASS NOT PERMITTED ON IRRIGATION METERS BYPASS NOT PERMITTED ON IRRIGATION METERS ° a A G OR WALL FLANGE MIDSPAN PIPE RESTRAINT WITH CONCRETE BLOCKING PER STD PLAN 350.7 8. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS.
F 12"' MIN
OI METER SPREADER 13 %6' RIGID METER SPREADER (TEMPORARY) 17 %6" RIGID METER SPREADER (TEMPORARY) O CONCRETE VAULT OLDCASTLE PRECAST VAULT, MODEL NUMBERS PER TABLE BELOW, OR EQUAL
STD. PLAN - 330.1
OWATER METER AMI WATER METER WITH RADIO AND BATTERY UNIT, AMI WATER METER WITH RADIO AND BATTERY UNIT, ° MINIMUM 4" PVC FLOOR DRAIN, SLOPE TO STORM DRAIN OR DAYLIGHT TO DRAINAGE DITCH WITH WIRE C PUBLIC WORKS CONCRETE BLOCKING APPROVED:
TO BE SUPPLIED AND INSTALLED BY CITY FORCES TO BE SUPPLIED AND INSTALLED BY CITY FORCES TO DRAIN MESH RODENT SCREEN AT DRAIN OUTLET, SEAL PIPE PENETRATION WITH WATER TIGHT GROUT DEPARTMENT
17"X30" METER BOX, ARMORCAST A600164OPCX18, 17"X30" METER BOX, ARMORCAST A600164OPCX18, FOR HORIZONTAL FITTINGS
O METER BOX WITH METER BOX LID, ARMORCAST WITH METER BOX LID, ARMORCAST 12" 4 - - T TWO LOCKING HINGED ALUMINUM DOORS, TRAFFIC -RATED, WITH SLIP -RESISTANT TREATMENT, MARKED � bl a
Ma°�wo,�Aam,�u�,a�o, DATE � TS
A6001947RCI-H7, TO READ "RENTON WATER" A6001947RCI-H7, TO READ "RENTON WATER" MIN O ACCESS HATCH WATER", LW PRODUCTS MODEL NUMBERS PER TABLE BELOW, OR EQUAL.
1 Y2" COUPLER (PACK JOINT x PACK JOINT), FORD 2" COUPLER (PACK JOINT x PACK JOINT), FORD VO LADDER GALVANIZED STEEL LADDER SECURED TO VAULT PER STD PLAN 350.8 Concrete Blocking
000UPLER C4#-6#-Q-NL OR EQUAL, WITH GALVANIZED PLUG IF C4#-7#-Q-NL OR EQUAL, WITH GALVANIZED PLUG IF PIPE SLEEVE
PRIVATE SERVICE LINE IS NOT YET INSTALLED PRIVATE SERVICE LINE IS NOT YET INSTALLED O GRAVEL FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS S 4 2 3 810 W 4 2 3 810
OM GRAVEL CRUSHED ROCK BASE TO SUPPORT METER BOX, CRUSHED ROCK BASE TO SUPPORT METER BOX,
METER BYPASS TO BE EXPOSED METER BYPASS TO BE EXPOSED PVC PIPE SLEEVE
STD. PLAN - 320.2 =_ - EPDXY SEALANT
ffu r�- PUBLIC WORKS 1 Y2" AND 2" WATER SERVICE APPROVED: PIPE
IL `5 DEPARTMENT IN PLANTING STRIP _ _= EPDM MODULAR SEAL,
DATE LINK -SEAL MODEL C
WITH 316SS BOLTS AND NUTS
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
IIIIIIIIIIN
DEVELOPMENT ENGINEERING
STD. PLAN - 320.4 Sht. 1 of 2 STD. PLAN - 320.4 Sht. 2 of 2 NJanders 05/10/2023
PUBLIC WORKS 3", 4", AND 6" WATER METER APPROVED: PUBLIC WORKS
K 3", 4", AND 6" WATER METER APPROVED:
DEPARTMENT DEPARTMENT NTS P e 11wo�k=°Admi,i,t,a°, NT13TE P e 11wo�k=°Admi,i,t,a°, NT13TE WATER UTILITY
B• 2" Water Meter 5 4" Water Meter 6 4" Water Meter 7 ABDOUL GAFOUR 05/12/2023
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SURVEYED: SCALE HORIZONTAL: NAD 1983/1991 05 01 2023
� 0 � WH PACIFIC vERncAL: NAVD 1988
COUGHLINPORTERLUNDEEN As SHOWN SEATTLE SOUNDERS FC HEADQUARTERS / /
` G E N DESIGNED: PRI
CITY OF & TRAINING CENTER FIELDBOOK:
�p 33708E R A STRUCTURAL CIVIL SEISMIC ENGINEERING DRAWN: JAS ONE INCH RENTON RENTON, WASHINGTON DRAWING NO:
PAGE:
�IONAL wcA DATUM P • UTILITY DETAILS C4.20
s 01�ti� T 0 R 801 SECOND AVENUE, SUITE (206)343-0460 CHECKED: AT FULL SCALE Planning/Building/Public Works De t
SEATTLE, WA 98104 www.cplinc.com IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET. OF:
STUDIO ==A I TBB 52 71
VAULT MODEL NUMBERS
METER SIZE
VAULT
BASE PIECE
CENTER PIECE
TOP PIECE
ACCESS HATCH
3"
676-WA
NO.676-BL
NO. 676-MLW
NO. 676-TL-2-332P
HHD-1C
4"
676-WA
NO.676-BL
NO. 676-MLW
NO. 676-TL-2-332P
HHD-1C
6"
4484-LA
NO.4484-BL
NO.4484-ML
NO.4484-TL-2-332P
HHD-2D
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