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SEATTLE SOUNDERS FC HEADQUARTERS 05/01/2023 LLU
& TRAINING CENTER FIELDBOOK: J
RENTON WASHINGTON PAGE:
7 DRAWING NO:
UTILITY PLAN C4.04 Q
SHEET: OF: W
45 71 U7
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
CONTINUED - SEE SHEET C41IIIIIIIIIIIM.02
CO 00~_ CONNECT TO EXISTING WATER SDCB
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801 SECOND AVENUE, SUITE 900 (206) 343-0460
SEATTLE, WA 98104 www.cplinc.com
SURVEYED:
WH PACIFIC
SCALE:
As SHOWN
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF
RENTON
�
Planning/Building/Public Works Dept.
~ °
DESIGNED:
L
DRAWN:
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AT FULL 3CA1F
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NO.
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N 79°3306" E - 46.81'
PROPERTY LINE
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8" SS @ xx%
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INCLUDING ALL HYDRANTS, METERS AND OTHER CITY OWNED
COMPONENTS.
THE CITY STANDARD UTILITY EASEMENT SHALL BE REVISED
AND/OR A MAINTENANCE AGREEMENT SHALL BE PROVIDED
SUCH THAT RESTORATION OF THE PRIVATE IMPROVEMENTS
(INCLUDING BUT NOT LIMITED TO, TURF AND FENCES)
ENCROACHING WITHIN THE NEW EASEMENT AND WITHIN THE
EXISTING EASEMENT AREA ARE THE RESPONSIBILITY OF THE
PROPERTY OWNER/GRANTEE. EASEMENT AND/OR
MAINTENANCE AGREEMENT SHALL BE REQUIRED PRIOR TO
CONSTRUCTION PERMIT CLOSE OUT.
AS A CONDITION OF APPROVAL:
THAT PORTION OF THE EXISTING EASEMENT (KC RECORDING
NO. 1 9990323 1 472) FROM WHICH THE WATER MAIN WAS
DEMOED SHALL BE RELINQUISHED PRIOR TO CONSTRUCTION
PERMIT CLOSE OUT.
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801 SECOND AVENUE, SUITE 900
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(206) 343-0460
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NJanders 05/10/2023
CONTINUED - SEE SHEET C4.10 WATER UTILITY
A) L�ABIDOUL GAFOUR 05/12/2023 �
NO.
REVISION
Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (US
SURVEYED:
WH PACIFIC
DESIGNED:
M L
DRAWN:
JAS
CHECKED:
WCA
APPROVED:
TBB
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
j
CITY OF
`RENTON
Planning/Building/Public Works Dept.
WASTEWATER UTILITY
jstowell05/15/2023 '
SEATTLE SOUNDERS FC HEADQUARTERS
& TRAINING CENTER
RENTON, WASHINGTON
UTILITY PLAN
05/01/20
PAGE:
C4.07
SHEET: OF:
47 71
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SURVEYED: SCALE:
WH PACIFIC VERTICAL: NAVD 1988
AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF
DESIGNED: �:._.
ML RENTON
DRAWN:
JAS ONE INCH DATUM •
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
WCA IF NOT ONE INCH
BY DATE AP P R APPROVED: SCALE ACCORDINGLY
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DEVELOPMENT ENGINEERING r
NJanders 05/10/2023 IIr
W
0
WATER UTILITY ,� WASTEWATER UTILITY Z
ABDOUL GAFOUR 05/12/2023 jstowel 105/15/2023
0
SEATTLE SOUNDERS FC HEADQUARTERS 05/01/2023 LLLU
& TRAINING CENTER RELDBOOK: J
RENTON WASHINGTON PAGE:
7 DRAWING NO:
UTILITY PLAN C4.08 Q
SHEET: OF: W
48 71
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
CONTINUED - SEE SHEET C4.06
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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-
4" PER I z
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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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�1'MIN (D---� ODI
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.
- -
I i'
(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
I I MIN E B
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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
NOTES: F ° H
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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.
_
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
�--
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
06
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
DATE
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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. *
NTS
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the Washington State Health Department. All pressure testing shall be done in the
Fire Hydrant Assembly
4
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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
Z NTS NTS NTS A C
0 Utilitiy Plan General Water Notes Utilitiy Plan General Water Notes 2 Utilitiy Plan General Water Notes 3
C J
W NOTES:
_J PLAN 1. VAULTS SHOULD NOT BE INSTALLED IN AREAS WITH VEHICLE TRAFFIC.
w w I CAP /PLUG 22 z° BEND
z IN UNIMPROVED ROW z CITY PRIVATE
} 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
�/� a
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
v
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
OO J" f I°
E E a °
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 °'
0
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.
O
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
wAsh,1���
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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A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
zl A utility tpeaticatlons
P z C F
} w Sanitary Sewer Notes and Specifications
FINISHED GRADE Q N 5" TO 18" w A °
° E a THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY.
H 6" MIN �j�\\;�\i;�j\i\� 6„ 1. All work and work material shall be in conformance with the standards and specifications
MIN of the City of Renton Planning/Building/Public Works Department and the latest edition
F 12" MIN of the WSDOT/APWA Standards and Specifications, as approved and modified by the
E L M 4" D 12" MIN H City of Renton in the Renton Standard Plans & Specifications. A set of approved plans
D N4" F�2" FINISHED MIN
R „ 2" FINISHED shall be kept on site at all times during construction.
B C G GRADE as a a GRADE
T /\ G /\/\ \ a K a \ /\\/\\` 2. The hours of work in the street right of way shall be per City specifications on weekdays
i `y�A , �� %; y,��j���i '��/�� /, /i�/��/i unless otherwise approved in writing by the Planning/Building/Public Works Department.
G R 12" O F TO OWNER'S An approved traffic control plan must be obtained prior to beginning any work within
L.L R MIN ELECTRICAL PANEL public right of way.
W A � 1 6" SERVICE SERVICE
MIN FROM METER D TO BUILDING 3. All locations of existing utilities shown are approximate and it shall be the contractor's
Z MAIN 24" responsibility to verify the true and correct location so as to avoid damage or
w NOTES:
MIN 0 tea° disturbance.
U 1. AIR AND VACUUM RELEASE VALVE ASSEMBLY MUST BE INSTALLED ATTHE HIGHEST POINT IN THE WATER MAIN. IF THE HIGH POINT FALLS D TO OWNER'S NOTES: C4. A pre -construction conference and a 24 hour notice shall be required prior to starting
IN A LOCATION WHERE THE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF MAIN TO CREATE THE HIGH POINT AT A ELECTRICAL PANEL new construction. It shall be the contractor's res
LOCATION WHERE THE ASSEMBLY CAN BE INSTALLED. 1. ALL RPBAs MUST BE LISTED ON THE LATEST VERSION OF "BACKFLOW ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", ponsibility to secure all necessary
PUBLISHED BY THE STATE OF WASHINGTON DEPARTMENT OF HEALTH. permits prior t0 starting construction. (Inspection will be accomplished by a
Z 2. LOCATE METER BOX OUTSIDE OF TRAFFIC AREAS, BEHIND THE CURB. SERVICE B SERVICE representative of the City of Renton.) It shall be the contractor's responsibility to notify
FROM METER TO BUILDING 2. THE RPBA MUST BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND ANNUALLY
MATERIALS THEREAFTER. ASSEMBLY TO BE MAINTAINED BY PROPERTY OWNER. A COPY OF THE TEST REPORT SHALL BE SENT TO THE CITY OF RENTON the Public Works inspector 24 hours in advance of backfilling all construction.
Z WATER UTILITY CROSS CONNECTION CONTROL SPECIALIST, FAX 425-430-7241, EMAIL MHOLTE@RENTONWA.GOV.
A CORPORATION STOP 1" BALLCORP WITH AWWA TAPERED (CC) INLET AND COPPER THREAD OUTLET, FORD FB600-4-NL OR EQUAL 5. Contractor is solely responsible for the means, methods and sequences of construction
3. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER.
O SWING JOINT 1" BRASS SWING JOINT and for the safety of workers and others on the construction site.
NOTES: 4. PROVIDE MINIMUM 24" LEVEL, UNOBSTRUCTED AREA AROUND ENCLOSURE.
0 PIPE 1" TYPE "K" SOFT COPPER TUBING 1. THE RPBA MUST BE LISTED ON THE LATEST VERSION OF "BACKFLOW ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE', 6. It shall be the responsibility of the contractor to obtain street use and any other related
,,�x O COUPLING 1" STRAIGHT COUPLING (MIPT x PACK JOINT), FORD C84-44, MUELLER H15428, OR EQUAL PUBLISHED BY THE STATE OF WASHINGTON DEPARTMENT OF HEALTH. 5. EACH VALVE SHALL CAST, MOLDED, OR AFFIXED
MARKED WITH MODEL NUMBER AND DESIGNATION
ONTO THE BODY OR BONNET OF THE VALVE. ALLLL RESILIENT SEAT, SUCH FERROUS -BODIED VALVES
"RS' OR R', WHICH MUST BE
S SHALL BE COATED WITH A permits prior to any construction.
W 0 GATE VALVE 1" BRONZE GATE VALVE, THREADED, RED -WHITE VALVE NO. 280, OHIO BRASS NO. 2500, OR EQUAL 2. THE RPBA MUST BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND ANNUALLY MINIMUM OF 4 MILS EPDXY OR EQUIVALENT POLYMERIZED COATING.
THEREAFTER. ASSEMBLY TO BE MAINTAINED BY PROPERTY OWNER. A COPY OF THE TEST REPORT SHALL BE SENT TO THE CITY OF RENTON MATERIALS 7. Plans approved by the City of Renton, Public Works Department shall take precedence
U) 0 UNION 1" BRASS UNION WATER UTILITY CROSS CONNECTION CONTROL SPECIALIST, FAX 425-430-7241, EMAIL MHOLTE@RENTONWA.GOV. over all Other plans.
LINE -SIZED WASHINGTON STATE -APPROVED RPBA WITH TWO (2) RESILIENT -SEATED SHUT-OFF VALVES AND
10�O PIPE 1" BRASS NIPPLE 3. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. O REDUCED PRESSURE FOUR (4) RESILIENT -SEATED TEST COCKS. RPBA SHALL BE INSTALLED CENTERED IN THE HEATED ENCLOSURE
BACKFLOW ASSEMBLY WITH MINIMUM 3" CLEARANCE TO ALL SIDES AND MINIMUM 3" CLEARANCE TO CEILING WHEN VALVES ARE 8. A copy of these approved plans must be on the job site whenever construction is in
AIR & VACUUM
O RELEASE VALVE 1" AIR AND VACUUM RELEASE VALVE ASSEMBLY, APCO NO. 143-C, VAL-MATIC NO. 201-C, OR CRISPIN UL10, FULLY OPEN progress.
F-- OREQUAL
ASSEMBLY MATERIALS l\B PIPE SUPPORT ADJUSTABLE PIPE SADDLE SUPPORT, GRINNELL FIG 264 OR EQUAL, WITH BASE, BOLTED TO FLOOR
OI PIPE 1" GALVANIZED IRON NIPPLE 9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary
LINE SIZED WASHINGTON STATE APPROVED RPBA WITH TWO (2) RESILIENT SEATED SHUT-OFF VALVES AND O ADAPTER RESTRAINED FLANGE ADAPTER, EBAA IRON SERIES 2100 MEGAFLANGE OR EQUAL sewer system, which has been stamped and signed by a licensed professional engineer
REDUCED PRESSURE
O BEND 1" 90' GALVANIZED IRON BEND OA BACKFLOW ASSEMBLY FOUR (4) RESILIENT -SEATED TEST COCKS. RPBA SHALL BE INSTALLED CENTERED IN THE HEATED ENCLOSURE OD WATER MAIN CLASS 52 DI PIPE (PExFL OR FLxFL) or licensed professional surveyor.
WITH MINIMUM 3" CLEARANCE IN ALL DIRECTIONS
O UNION 1" GALVANIZED IRON UNION E BEND 90' BEND (FLxFL OR FLxMJ WITH RESTRAINED JOINTS)
O PIPE AND FITTINGS SIZE AND MATERIALS AS REQUIRED PER UPC REQUIREMENTS 0 10. Backfill shall be placed equally on both sides of the pipe in layers with a loose average
0 PIPE 1" GALVANIZED IRON PIPE, LENGTH TO FIT 0 PIPE PENETRATION SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95
0 0 O ELECTRICAL OUTLET 120-VOLT OUTDOOR ELECTRICAL OUTLET WITH COVER, INSTALL HEAT TAPE FOR FREEZE PROTECTION percent of maximum density. These compacted layers must extend for one pipe
OM SWING JOINT (1) 2"X1" BELL REDUCER INSULATED ENCLOSURE SIZED TO FIT RPBA, ASSE 1060 CERTIFIED, SAFE-T-COVER OR EQUAL p ty p y p p
(2) 2" 90- STREET ELLS O ELECTRICAL CONDUIT RIGID CONDUIT PER ELECTRICAL PERMIT REQUIREMENTS O ENCLOSURE (NOTE: BURIED VAULT IS NOT PERMITTED FOR RPBA) diameter on each side of the pipe or to the side of the trench. Materials to complete the
W O PIPE 2" GALVANIZED IRON PIPE, LENGTH TO FIT, FIELD LOCATE 0 ENCLOSURE INSULATED ENCLOSURE SIZE TO FIT RPBA, ASSE 1060 CERTIFIED, SAFE-T-COVER OR EQUAL fill over pipe shall be the same as described.
fill
DRAIN ENCLOSURE DRAIN SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL
O BEND 2" 1800 RETURN BEND, OPEN PATTERN O ENCLOSURE DRAIN SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL DRAIN STANDARDS: <_1" RPBA = 3" DRAIN, 1 �" & 2" RPBA = 4" DRAIN O ELECTRICAL CONDUIT RIGID CONDUIT PER ELECTRICAL PERMIT REQUIREMENTS 11. Open cut road crossings for utility trenches on existing traveled roadway shall be
U Q STRAINER 2" BEEHIVE STRAINER backfilled with crushed rock and mechanically compacted unless otherwise approved by
O CONCRETE SLAB CONCRETE SLAB SIZED TO FIT RPBA AND ENCLOSURE PER MANUFACTURER JO ELECTRICAL OUTLET 120-VOLT OUTDOOR ELECTRICAL OUTLET WITH COVER, INSTALL HEAT TAPE FOR FREEZE PROTECTION NTS
OMETER BOX ARMORCAST A6001946PCX18, WITH METER BOX LID, ARMORCAST A6001969RCI-H7, TO READ CONCRETE SLAB (MINIMUM 2,000 PSI) SIZED TO FIT RPBA AND ENCLOSURE PER MANUFACTURER,
Q METER BOX AND LID "RENTON WATER" OH BOLTS 3/8"X4" ANCHOR BOLTS PER MANUFACTURER OK CONCRETE SLAB -- Ut I itiy Plan General Sewer Notes
I ,) REINFORCED WITH 6x6 W2.9x2.9 WELDED WIRE FABRIC
U O GRAVEL 1 %4" WASHED GRAVEL OI GRAVEL 1 %4" WASHED GRAVEL 0 BLOCKING CONCRETE BLOCKING PER STD PLAN 330.1
LL.I STD. PLAN - 340.3 �� �� STD. PLAN - 360.1 �� �� STD. PLAN - 360.2
3/4 TO 2 RPBA 3 TO 10 RPBA
(11R)
PUBLIC WORKS 1r� AIR AND VACUUM RELEASE APPRoveD: PUBLIC WORKS APPRoveD: CAR)
PUBLIC WORKS APPRoveD: DEPARTMENT VALVE ASSEMBLY DEPARTMENT HEATED ENCLOSURE INSTALLATION DEPARTMENT HEATED ENCLOSURE INSTALLATION BOLTHOLES - 3 PLCS
Z DOMESTIC AND IRRIGATION SERVICES DOMESTIC AND IRRIGATION SERVICES EQUALLY SPACED 120•
P nr orksadm TE P nr orksadm TE P,r orksadm TE APART ON 23 1/16' (586mm)
sMapn rap
0 1 " Air Vac Assembly- 2" RPBA 2 4" RPBA 3 w�
O DIA B C (SEE DETAIL) opr«oo
3
V) '-DocuSign Envelope ID 345B6$fD-9i-4F=4F2U-AB53-7-c1'-g2-o�BrgA _ __ _- . Ii
% a
JUtility Specifications RE N T O N
BOLTHOLES - 3 PLCS a
MANHOLE FRAME AND COVER EQUALLY SPACED 120° O
6" SEE STD PLAN 401 NvaaD i0sv'3 APART ON 23 1/16" (586mrn) bi SEWER yti O f
24" DIA B.C. (SEE DETAIL)
Q 12" MAX ADJUSTMENT RINGS AND MORTAR JOINTS
wSEE NOTE 3 s x aAieaiow
OBLILE00 COVER BOTTOM VIEW
B BELST OW OWSTEP SHALL THE COVER BE A MAXIMUM OF 18" ® ® a� v�� p
COVER & FRAME
12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for CONE (ECCENTRIC) a PLAN VIEW
Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise RE N T O N
approved by the City of Renton Public Works Department. Reference benchmark and 25' DIA 1• (3) BLT SOC (ALLEN HEAD)
CG3O
mml
elevationare noted On the plans. STEPS - POLYPROPYLENE STEPS SEWER h~ ® C193/4" mml25mm] 5/ RUBBERBB X 15 SS
WASHER
13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the 6 1 j2{ SHALL BE INCLUDED ���
satisfaction of the Department for the prevention of on -site erosion after the completion 5' MIN �_ 8 3/4• 2 1/2'
of construction. Ar RUBBER GASKETED JOINTS SEE NOTES ""DE'" °s^ COVER BOTTOM VIEW C2T Pmml I64mmI
COVER &FRAME COVER SECTION VIEW
14. All pipe and appurtenances shall be laid on a properly prepared foundation in PLAN VIEW
accordance with the standards and specifications of the City of Renton 12" (TYP) BOLTING DETAIL
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 , IF REQUIRED, LADDER -POLYPROPYLENE 26 112' DIA
SHALL BE ATTACHED TO MANHOLE 25' DIA. (3) BLT SOC. CALLEN HEAD) 1673mml
Renton Standard Plans & Specifications. This shall include necessary leveling of the C635mm] 1"
C25mm] 5/8"-11 X 1.5 SS 25 1/4' DIA
trench bottom or the top of the foundation material, as well as placement and MAX PIPE SIZE - 'E' 3/4" RUBBER WASHER C641mm] 1 1/16' C6 M] t 1/16'
compaction of required bedding material to uniform grade so that the entire length of L19mm] t/4 (6mm) DIA C27mmI I27mm1
P Q g � g g SHELF AND CHANNEL SHALL BE NEOPRENE GASKET
the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be 3000 PSI CONCRETE
ea ravel 6 inches above and below the pipe. 8 3/4' 2 1/2" 6" 13 8 i
P 9 P P 1 I152mm]
PRECAST BASE SECTION C222mm] C64mm]
15, Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034 r . * ' ` OR CAST IN SHELF TYP 15/8'6mm 23 3/8' DIA CL OPEN t ET
COVER SECTION VIEW I16mm] C594mm] GASKET GROOVE DETAIL
SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. 13' a 27 5/16' DIA
C694mm1
16. In unimproved areas, manhole t0 extend minimum 6 inches and maximum 12 inches COMPACTED SUBGRADE WITH 6" 34 1/8' DIA
CRUSHED ROCK OR ADDITIONAL BOLTING DETAIL 1867mm3 NOTES
above finished grade or must have minimum 2 diameter concrete ring poured at grade. NOT To SCALE MATERIAL SUITABLE TO
In paved area, cover must slope in all directions to match paving. SUPPORT STRUCTURE 26 112" DIA FRAME SECTION VIEW 1 ALL FRAME AND COVER ASSEMBLIES SHALL HAVE
�~ C673mm] A LOCKING LID PER EAST JORDAN IRON WORKS
48" MH
54" MH
60" MH
'A'
'B'
'CC
'D'
'E
25 1/4' DIA
C641mm]
1/4" <6mm> DIA
FNEOPRENE GASKET
1/ "
1 1/16" 1 1/16"
C27mm] [6mm] 127mm]
1
INC, PRODUCT NO 003/15/2 UK tIJUAL.
2 USE FRAME AND COVER FOR SANITARY (SPECIFY
"SEWER")
48"
6" MIN,
5"MIN
24" MIN.
21" I D
54"
8" MIN
15 5" MIN
24" MIN
24" 1 D
60"
8" MIN
1 6" MIN
42" MIN
30" 1 D
STD. PLAN -401.1
NOTES. �� _•� PUBLIC WORKS SEWER MANHOLE FRAME AND COVER
6" t/8 �1� DEPARTMENT 26/202 112:'
1 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED J I !tC152mmJ 13mm3 (CITY -OWNED) Martin Pastuc
5"Mo
2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-478. 1/8" IQXB"90 DATE
3 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106 THE USE OF SHIMS IS PROHIBITED. 23 3/8" DIA CL OPEN CR3mm]A NTS
4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-SHIELDCOAT 100 OR C16mmmm] C594mmJ GASKET GROOVE DETAIL Public Sewer Manhole Frame &Cove r
APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE 27 5/16' DIA
8
5 RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443 C694mm]
6 CHANNEL WIDTH AND HEIGHT SHALL EQUAL THE ONSIDE DIAMETER OF THE LARGEST PIPE S-42381
1 W-423&1
1
7 CONNECTIONS TO MANHOLE SHALL BE MADE USING KOR-N-SEAL BOOTS OR APPROVED EQUAL 34 1/8" DIA 8 IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" 1867mm3 NOTES:
ABOVE FINISHED GRADE OR MUST HAVE AN AT -GRADE, MINIMUM 2'-WIDE CONCRETE RING POURED AROUND
THE COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING. FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST IN COMPLIANCE WITH CITY OF RENTON STANDARDS
9 MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60' IN DIAMETER JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER"). DEVELOPMENT ENGINEERING r
STD. PLAN - 400.1 ->
PUBLIC WORKS ^° Q NJanders 05/10/2023
DEPARTMENT STANDARD SANITARY MANHOLE G
artin PastuCA 21/212 1 12: STD. PLAN - 401
" GATE PUBLIC WORKS PPR D:
DEPARTMENT MANHOLE FRAME AND COVER GAZ 9/11/2019 1 2:12 P
NTS NTS WATER UTILITY WASTEWATER UTILITY
v�nrc works aam�msnam, NDATE ,-�-
B• BRo Utiliti Plan General Sewer Notes 5 Sewer ManholeManhole over Frame 7 ABDOUL GAFOUR 05/12/2023 jstowell 05/15/2023
YDATE:
Q. SURVEYED:
PACIFIC SCALE HORIZONTAL: NAD 1983/1991 05 01 2023
G E N �RDAL NAVD 1988 SEATTLE SOUNDERS FC HEADQUARTERS / /
COUGHLINPORTERLUNDEEN DESIGNED:L As SHOWN CITY OF
VRRENTON & TRAINING CENTER PAGE: OK:
Q Ir,C3�708R0 E R A STRUCTURAL CIVIL SEISMIC ENGINEERING DAWN JAS ONE INCH RENTON, WASHINGTON DRAWING NO:
PAGE:
sSIDNALE�G` 801 SECOND AVENUE, SUITE 900 (206)343-0460 CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. UTILITY DETAILS C4.21
�/01��� T 0 R SEATTLE, WA 98104 www.cplinc.com WCA IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF:
STUDIO TBB 52 71
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A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
DocuSlgn Envelope ID 3456681 D-914F-4F2D-AB59-7C1 92D3B78A3 uocuti gn lnveiope lU-J4bbt)UTU-VI4r-4rZ11=HtSOy-(UT51U3L3[UAOr. oocu rgr tnverop�lu �45tjdriTu-sr4r�rzu=vrl5s=��Ty�usts�TSHs
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BOLT HOLES - 3 PLCS f�-EX. SEWER MAIN i i ! I PROPERTY LINE
DIA B C (SEE DETAIL) i i C)
EQUALLY SPACED 120• JSEWER
SPOOL I I I m
APART ON 23 1/16' (LENGTH AS NEEDED) I I ' lo 3'-0" MIN �(
i rW (SEE NOTE 7) LIMITS OF PIPE ZONE s' SEWER STUB I I I V
I I ;•: 0C- FUTURE 4=SLOE SEWER0Pgd0(3) BLT SOC. (ALLEN HEAD) I I I -\-0-R A-0- 5/8'-11 X 2,0 SS i I ` 2"x 4" STUD MARKING POST PAINTED
a o _kIXus o oQ 0 '� � PART # 00961206DOM �� I I I I 6" CAP WHITE WITH THE WORD "SEWER- STENCILED
J_U U—IJio11o�o® i 6I I I I IN 3" HIGH BLACK LETTERS AND #6 WARE
=UM MAIN TEE X 6" TEE I I I w WRAPPED AROUND THE STUD AND
I EXTENDED TO THE TOP OF THE STUD
Et�166- ISIDEWALK i.Z
0 BEDDING MATERIAL FOR �
EWE a� SANITARY SEWER PIPE O.D.COUPLING (TYP)
_ _e� ;
a o 0 0 0 Of I 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
0 0 0 0 0 0 o v SEE NOTE 5 EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
0 } PIPE II ( L!7
= APPROVED EQUAL, SPECIFY "SEWER" ON L4D),
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD t' ry)
LLI FOUNDATION LEVEL 6 I CONCRETE PAD TO BE 8" IN DEPTH C)OHO
I—
z� I� ��0
---------------
l
W BEDDING FOR SANITARY SEWER PIPE REQUIRED
PLAN VIEW _ AS N
U EXISTING SANITARY
IN
1 3/16' SEWER MAIN ---2 0% MIN SLOPE ` Q
130mml !!! \ ��FUTURE
4" SIDE SEWER
Z 3/4, 1 6" SEWER STUB `6"X6"X6" WYE FUTURE 6"x 4" REDUCER
C19roro] J
Z 25' DIA SEWER MAIN SIZE X fi" TEE
2 11/16' C635mm] J-- NOTES.
168mm1 1" ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN
C25mm1 11/16'�
i I 117ron] 1.. PROVIDE UNIFORM SUPPORT UNDER BARREL A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). T
BOLTING DETAIL 2. HAND TAMP UNDER HAUNCHES. B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) o
~ SECTION VIEW 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY C PVC do C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE M
06 OVER PIPE. HAND TAMP ONLY.
(OR APPROVED EQUAL)
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE ^ D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) C)U) STANDARD SPECIFICATIONS E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC ), CUT IN A NEW PVC "TEE" USING C)"STRONG-SACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). N1
(3) 5/8' EON LOCK®POCKETS 5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3) F HOPE - CORE -DRILLED WITH A ROMAC SADDLE 'INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER ^
W EQUALLY SPACED 120' APART OF THE STANDARD SPECIFICATIONS `V
ON A 23-1/16' DIA B C G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
1 1/16' 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL
125 1/4' DIA C27mm] LINE IS MAINTAINED
f641mm1
NOTES7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE NOTES.
.6' STANDARD SPECIFICATIONS. 1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF
0c152mml 1 ALL FRAME AND COVERS ASSEMBLIES SHALL RENTON PUBLIC WORKS DEPARTMENT
0HAVE A LOCKING LID PER EAST JORDAN IRON
23 3/8' DIA WORKS INC PRODUCT No 00370076 OR EQUAL 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER
C594mm] 2 USE FRAME AND COVER FOR SANITARY SEWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER
Q27 9/16' DIA (SPECIFY "SEWER") 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR
W 1700mm] 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE
SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
SECTION VIEW 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110 2 NTS
U 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405
7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON Not Used
10� 4
" � STD. PLAN - 401.2
♦ PUBLIC WORKS SEWER MANHOLE FRAME AND COVER[MAIR80ffl"Idby- -- STD. PLAN - 405 STD. PLAN - 406.1
.,�SIDE SEWER STUB
DEPARTMENT PRIVATE -OWNED Martin PastuchW126120 1 12: ♦ PUBLIC WORKS PIPE BEDDING APP .♦,� PUBLIC WORKS APP
w ( DEPARTMENT Martin PastuCW26�202 12: I DEPARTMENT INSTALLATION Martin PastuCftW26/202 1 12:
Q#�949D DAB FOR SANITARY SEWERS (SEWER MAIN TO PROPERTY LINE)
61FD9BB449D(._AWJJjFD968uqc'DATE
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z NTS NTS NTS
Private Sewer Manhole Frame & Cover Sewer Pipe Bedding 2 Side Sewer Stub Installation 3
01 P g
W -
LU
—J TESTING CONNECTION TESTING CONNECTION
EXISTING METERED BACKFLOW ASSEMBLY
WATER MAIN 41)2(TO BE VALVEBTAINED FROM
METER
wPOLYPIG STATION PER STD PLAN 300.6 POLYPIG STATION PER STD PLAN 300.6
V J (1) VERTICAL CROSS (MJxFL) (1) VERTICAL CROSS (MJxFL) HYDRANT ON EXISTING WATER MAIN
(1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG (1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
(1) BLIND FLANGE ON BOTTOM
o (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY (1) BLIND FLANGE ON BOTTOM WITH TEMPORARY THRUST BLOCKING (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY
WITH TEMPORARY THRUST BLOCKING10+a �/ � Ofln NEW DI WATER MAIN
'111
m.. EXISTING WATER MAIN ]MIJ
NEWDI WATER MAINTEMPORARY BLOCKING
CONNECTION TO EXISTING MAIN (BY CITY FORCES) TEMPORARY BLOCKING TEMPORARY BLOW -OFF ASSEMBLY
(1) TEE (FLxFL) EXISTING TEE, CAP, PLUG, SUPPLY HOSE w
(2) DI SPOOLS OR DEAD END LINE, (1) 2" GALVANIZED PIPE
(2) SOLID SLEEVES (MJ) OR COUPLING ADAPTERS (ROMAC 501 OR EQUAL) DO NOT DISTURB BLOCKING (1) 2" 90" BEND
(3) GATE VALVES (FLxMJ) (1) 2" GATE VALVE
(1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY
WITH CONCRETE THRUST BLOCKING PER STD PLAN 330.1 w
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FINAL CONNECTION z
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NEW DI WATER MAIN
EEL
FINAL CONNECTION ��/�. �j // Q
UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING,
AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING
AND TEMPORARY BLOW -OFF ASSEMBLIES TEMPORARY BLOCKING
FINAL CONNECTION (BY CITY FORCES) �
(2) DI SPOOLS UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING, 06
(1) DI SLEEVE (MJ) AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING POLYPIG STATION
AND TEMPORARY BLOW -OFF ASSEMBLIES (1) VERTICAL CROSS (MJxFL), SIZE TO MATCH WATER MAIN
a FINAL CONNECTION (BY CITY FORCES) (1) BLIND FLANGE WITH 2" TAP ON TOP OF CROSS
a o "OOo o NEW DI WATER MAIN
(1) DI SPOOL (1) TEMPORARY BLOW -OFF ASSEMBLY L.L
(1) DI SLEEVE (MJ) (1) BLIND FLANGE ON BOTTOM OF CROSS w
a (1) PLUG (MJ) ON END OF CROSS WITH TEMPORARY THRUST BLOCKING
1---
M.-O'D NEW DI WATER MAIN Q
NOTES:
NTS
1. THE BACKFLOW PREVENTION ASSEMBLY AND SUPPLY HOSE MUST BE DISCONNECTED DURING HYDROSTATIC PRESSURE TESTING OF THE NEW WATER MAIN. Not Used 8 o
2. POLYPIG AND ALL DEBRIS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS VIA SANITARY METHOD PRIOR TO DISINFECTION OF NEW
WATER MAIN. S-423812 W-423812 =
3. UPON REMOVAL OF POLYPIG, REMOVE TEMPORARY BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG.
STD. PLAN -300.3 IN COMPLIANCE WITH CITY OF RENTON STANDARDS
♦' �' PUBLIC WORKS CONNECTION TO WATER MAIN APPROVED: 4. THE NEW WATER MAIN SHALL BE CONNECTED TO THE EXISTING SYSTEM ONLY AFTER NEW WATER MAIN IS POLYPIGGED, DISINFECTED U
DEPARTMENT CUT -IN TEE AND THREE VALVES AND SATISFACTORY BACTERIOLOGICAL SAMPLE RESULTS ARE OBTAINED. 1 E
DATE 5. THE INTERIORS OF ALL PIPES AND FITTINGS TO BE USED IN FINAL CONNECTION MUST BE SWABBED OR SPRAYED WITH A 5-6%AVAILABLE DEVELOPMENT ENGINEERING vJ
CHLORINE SOLUTION. ♦ H U)
NJanders 05/10/2023
STD. PLAN - 300.4 STD. PLAN - 300.7 LU
PUBLIC WORKS CONNECTION TO WATER MAIN APPROVED: - -- PUBLIC WORKS APPROVED:
DEPARTMENT DEPARTMENT POLYPIGGING NEW WATER MAINS WASTEWATER UTILITY z
EXISTING TEE OR END LINE CAP
NTS P k wo;k°°Adm",t.ato NT�TF P k w rk,Aam t, for NT�TF WATER UTILITY ♦ ,
S Water Main Connection Cut -In 5 Water Main Connection Tee Poll I 7 ABDOULGAFOUR05/12/2023 jstowell 05/15/2023
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SURVEYED: SCALE,
HORRONTCI NAD lava/1s91 05 01 2023
WH PACIFIC VERTICAL NAVD 1sa6
0 E N COUGHLINPORTERLUNDEEN AS SHOWN CITY OF SEATTLE SOUNDERS FC HEADQUARTERS / / W DESIGNED: & TRAINING CENTER J
M L FIELDBOOK:
o 33708 E R A SAS � RENTON RENTON WASHINGTON
DRAWN:
� STRUCTURAL CIVIL SEISMIC ENGINEERING PAGE:
7 DRAWING N//0jj:
�SIONALE801 SECOND AVENUE, SUITE 900 (206)343-0460 CHECKED: ATOFULLINSOALE DATUM Planning/Building/Public Works Dept. UTILITY DETAILS C`t•22 Q
��% T 0 R SEATTLE, WA 98104 www.cplinc.com IF NOT ONE INCH
I0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: 52 OF: 7 l LU
STUDIO
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