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INSTALL 8" ISOLATION VALVE (RJxRJ) ON EXIST 8" WATER, — —
V-8" SLEEVE (RJxRJ), VALVE TO BE CUT -IN BY CITY WATER POINT OF CONN (POC) TO EXIST WATERMAIN. MAKE
DEPARTMENT. CONTRACTOR TO PROVIDE ALL MATERIALS, CONN TO EXIST LOWER VERT 22.50 BEND TO REMAIN.
EXCAVATION AND RESTORATION, TYP REM ALL PIPING SOUTHEAST OF LOWER VERT BEND
TO POC ON OPPOSITE END OF BRIDGE. SEE DETAILS $ & �11
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REMOVE TEMP BLOCK & 8" BLOW -OFF & CONNECT
TO EXIST WATER LINE W/ SLEEVE AND DI SPOOLS, CONCRETE ABUTMENT, TYP
FINAL CONNECTION BY CITY FORCES, TYP
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EXIST 8" DIP WATERMAIN 20 20 Oy
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121 22
—22
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EXIST 8" C.I. 11.250
VERT BEND (MJ x MJ) -
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W
21 `� EXIST
PARK TRAIL
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EXIST LIGHT POLE
EXIST ULITITY POLE
EXIST TREES
x EXIST FENCE
W_ EXIST 8"0 WATER MAIN
w 8" DI WATER LINE
E ELECTRICAL CONDUIT (SEE DRAWING E-02)
Q OHw ORDINARY HIGH WATER LINE
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RECORD DRAWING
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THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
c`n° LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
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WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003 2600
TEL: (206) 431-2300
FAX: (206) 431-2250
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8" CL 53 RESTRAINED JOINT DIP,
WRAPPED W/ INSULATION
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BRIDGE GIRDER, TYP
SEE STRUCTURAL DRAWINGS
FOR PIPE SUPPORTS & OFFSET
LOCATION ON BRIDGE
CL BRIDGE
PLAN - WATER MAIN REPLACEMENT
SCALE: 8 0 8 16
1" = 8'
scale feet
24
23
22 _� 23
—20 POINT OF CONN (POC) TO EXIST WATERMAIN. MAKE
CONN TO EXIST LOWER VERT 22.50 BEND TO REMAIN.
—19. REM ALL PIPING NORTHWEST OF LOWER VERT BEND
TO POC ON OPPOSITE END OF BRIDGE. SEE DETAILS C-8 & C-610
2'
2
9®B9�
14'-011± 10'-011±
f•�
a
J I'11--___1ST 8" C.I.
450 HORIZ BEND
_22 (MJ x MJ )
EXIST 8" C.I. WATERMAIN
�23" \
'EXIST 8" C.I. 450
HORIZ BEND (MJ x MJ)
EXIST PARK TRAIL —
\21.
20�
NOTE: 1
FOR PIPE TRENCH DETAIL, SEE C-12
WORK POINT COORDINATES
WP
NORTHING
EASTING
W P 1
1301827.3032
189361.2657
W P2
1301793.2818
189457.1240
W-420201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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was1 UPDATED PER CIVIL APPLICATION PERMIT GDN 3/22/22 GDN SURVEYED: SCALE: DAB:
2 RECORD DRAWING GDN 0/26/2 GDN DESIGNED: 1 "=20' 10/26/23
GDN CITY OF GENE COULON MEMORIAL BEACH PARK FIELDBOOK:FB
RENTONPAGE
s 6 ✓, % DRAWN: AH K ONE INCH TRESTLE BRIDGE REPLACEMENT 10 DRAWING NO.,
CHECKED:
�� JjV AT FULL IF NOT ONE SC LE
�SSIONAL F�G� o°� N0. REVISION BY DATE APPR �PROVEG N SCALE ACCORDINGLY CH PLAN -WATER UTILITIES SHEET: 1 2 OF, 45
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WATER PLAN GENERAL NOTES Standard Plan No. 300
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
"CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY
MATERIALS ON -SITE.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C
104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS
PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES.
ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER.
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH
BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST
METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED
AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO
CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED,
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING.
8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
Y o STD. PLAN - 300.0
+' * PUBLIC WORKS WATER PLAN GENERAL NOTES
DEPARTMENT
MARCH 2O10
o�
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RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
c`n° LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
J
DETAIL - WATER GENERAL NOTES
SCALE: NTS
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
NO.
C
EXISTING
DO NOT
—a— 1 r) F-
TEE, DEAD END LI N
DISTURB BLOCKING
TESTING DETAIL
VERTICAL CROSS (MJxFL) FOR POLYPIGGING
1-BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG
1-BLIND FLANGE ON BOTTOM
1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF
TEMP. BLOCK
FINAL CONNECTION DETAIL
Zy�nmEffliy" 1119
EXIST. WATER LINE
AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
TO EXISTING WATER LINE WITH SLEEVE (MJ)
AND D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
zY
& �* PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.5
DEPARTMENT EXISTING TEE OR END LINE CAP
rV MARCH 2O10
('_2DETAIL -
C-7 SCALE: NTS
TIE INTO EXISTING
END LINE CAP
W-420202
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURVEYED:
SCALE:
1 20
CITY OF
RENTONr+i
GENE COULON MEMORIAL BEACH PARK
TRESTLE BRIDGE REPLACEMENT E M E N T
DETAILS - WATER UTILITIES SHEET 1
DATE:
10/26/23
DESIGNEDGDN
FlELDBOOK:
FB
PAGE:
E
DRAWN: AH K
ONE INCH
DRAWING N .,
C - 8
CHECKED:
CHECKED:,
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
REVISION
BY
DATE
AP P R
APPROVED:
GDN
SHEET.
13 OF,
45
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N� POINT OF CONN TO
EXIST WATERMAIN,
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2
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EXIST 8" DIP
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FIELD LOCATE AND DEMO EXIST LOWER VERTICAL
UBEND & CONC THRUST BLOCK.
PROVIDE REPLACEMENT VERTICAL DI 22.50 BEND
(RJ) W / CONC THRUST BLOCK, SEE NOTE 3 1
C-9
USE MEGALUG SERIES 1100
MJ RESTRAINT OR EQUAL
8" DIP RJ-SPIGOT X PE PIPE BETWEEN
FITTINGS, LENGTH AS REQ'D FOR ELEV
DIFFERENCE BETWEEN EXISTING PIPE
AND PIPE GOING THRU ABUTMENT. —
PIPE SUPPORT
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FACE OF CONC CL ABUTMENT
ABUTMENT PILE
±6' TO 8' 5'-3" 3'-0" 11"
FINISH GRADE 1'-011±
EXISTING GRADE 4 LF 8" DIP, FL X FL --\
--------------------------------
8"0 DIP RJ-SPIGOT x
TR-FLEX o
RJ-SPIGOT LENGTH AS REQ'D RJ x FL ADAPTER cn SEE NOTE 3 O O
-7—
Oo O
FL CONN BETWEEN
DIP AND FLEX -TEND
FORCE BALANCEDU�
FLEX TEND EXPANSION
JOINT (FL x FL)
BEGIN PRE -INSULATED PIPE
FOR BRIDGE AT FLANGE OF O
BURIED FLEX -TEND, SEE NOTE 4. O O O DO
INSULATION NOT SHOWN. O
FIELD LOCATE AND DEMO EXIST UPPER
VERTICAL BEND & CONC THRUST BLOCK. SEAL ANULAR SPACE
PROVIDE REPLACEMENT VERTICAL DI 22 5°
±15'
END OF RJ PIPE BELL
- ff - - - - IF - - - - IPF - - - - - - -
]r
8" DIP FL x FL LENGTH 8" DI 11.250 BEND, FL x FL 8" DIP FL x RJ SPIGOT
AS REQ'D FOR VERT & (ROLL FITTING TO MEET
HORIZ OFFSET REQ'D VERT & HORIZ OFFSET)
----�-----------
8" FORCE BALANCED
FLEX -TEND EXPANSION
JOINT (FL x FL), W/ ONE
END ROTATED AS REQ'D
FOR HORIZ & VET OFFSET
PIPE RESTRAINT ANCHOR,
SEE DRAWING S-14 FOR DETAILS
BEND (RJ) W / CONC THRUST BLOCK, SEE 2 BETWEEN HOLE THRU 18" DIA. HOLE FOR PENETRATION
ABUTMENT AND EXTERIOR ' SEE STRUCTURAL FOR DETAILS
C-9 PIPE JACKET, SEE NOTE 2, TYP
A SECTION - NORTH FLEXIBLE EXPANSION JOINT
C-7 SCALE: 1 0 1 2
3/4" = 1'-0" MENEMEd
scale feet
CL ABUTMENT FACE OF CONC
PILE ABUTMENT
±15' 11" 3'-0" 5'-3"
1'-0"±
/--- 4 LF 8" DIP, FL X FL
STEEL EXTERIOR GIRDER
±6' TO 8'
FINISH GRADE
EXISTING GRADE --\
6"+ 1'-10"
TYP
PIPE SUPPORT
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PIPE INSULATION, TYP ALL
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EXPOSED PIPE & FITTINGS O
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PIPE SUPPORT WELDED TO CHANNEL CI
(RESTRAINED LATERALLY & VERTICALLY N
W/ PTFE SLIDE PAD TO ALLOW AXIAL
a
MOVEMENT), SEE NOTE 1.
------ —------- ------ —
CD
8" DIP FL x FL LENGTH
�' FL CONN BETWEEN
�— AS REQ'D FOR VERT & DIP AND FLEX -TEND o
o HORIZ OFFSET 9
SEE NOTE 3 rn TR-FLEX 8"0 DIP RJ-SPIGOT x
o - - -� - _ F00
� RJ-SPIGOT LENGTH AS REQ'D
RJ x FL ADAPTER
-------------------------------- W—
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8" DIP FL x RJ BELL 8" DI 11.250 BEND FL x FL (ROLL FITTING TO STEEL O O
PIPE INSULATION, TYP ALL MEET REQ'D VERT & HORIZ OFFSET EXTERIOR 8" FORCE BALANCED '
> EXPOSED PIPE & FITTINGS BETWEEN PIPE LOCATION ON BRIDGE AND GIRDER FLEX -TEND EXPANSION FORCE BALANCED
m PIPE PENETRATION THRU CONC ABUTMENT) JOINT (FL x FL), W/ONE FLEX TEND EXPANSION
NOTES: END ROTATED AS REQ'D JOINT (FL x FL)
FOR HORIZ &VET OFFSET O
LO 1. PROVIDE PIPE SUPPORTS AND SUPPORTING CHANNELS ON BRIDGE. LOCATE BEHIND EACH OO BEGIN PRE -INSULATED PIPE
PIPE BELL AS SHOWN, WITH SPACING NO GREATER THAN 20' OC. PIPE SUPPORTS SHALL NOT O FOR BRIDGE AT FLANGE OF
a- BE LOCATED ON SPIGOT END OF PIPE. PIPE SUPPORTS TO PROVIDE LATERAL AND VERTICAL PIPE RESTRAINT ANCHOR, D \ j/\j/\j/\j/\j /\jam\� BURIED FLEX -TEND, SEE NOTE 4. FIELD LOCATE AND DEMO EXIST UPPER
SEE DRAWING S-14 FOR DETAILS OO \ \ \ \ \ \ \
3: RESTRAINT OF PIPE AND SHALL HAVE PTFE SLIDE PAD TO ALLOW AXIAL MOVEMENT. PIPE OO /� \//\//\//\//\//\ �INSULATION NOT SHOWN. VERTICAL BEND & CONC THRUST BLOCK.
/� O /� '\\�O/i��//�\��\ PROVIDE REPLACEMENT VERTICAL DI 22.5°
SUPPORT SHALL BE PIPE SHIELDS MODEL B4200 OR APPROVED EQUAL, MODIFIED TO FIT A BEND (RJ) W / CONC THRUST, SEE 2
(.0 PRE -INSULATED DIP HAVING OD OF 14.1" AND THE PIPE SUPPORT SUPPLIED 24 GAGE SHEET 18 DIA. HOLE FOR PENETRATION SEAL ANULAR SPACE
z METAL JACKET. DO NOT USE THE PIPE SUPPORT SUPPLIED INSULATION. WELD BASE OF SEE STRUCTURAL FOR DETAILS BETWEEN HOLE THRU C-9
co SUPPORT TO STRUCTURAL CHANNEL. SEE DRAWING S-13 FOR DETAILS. ABUTMENT AND EXTERIOR
PIPE JACKET, SEE NOTE 2, TYP
2. PROVIDE MODULAR LINKSEAL NEAR OUTSIDE EDGE OF PIPE PENETRATION TO SEAL ANNULAR 8" DIP RJ-SPIGOT X PE PIPE BETWEEN
SPACE BETWEEN PRE -INSULATED PIPE HAVING O.D. OF 14.1 INCHES AND 18 DIA HOLE SECTION -SOUTH FLEXIBLE EXPANSION JOINT FITTINGS, LENGTH AS REQ'D FOR ELEV
THROUGH ABUTMENT. SEAL ELEMENT SHALL BE EPDM (BLACK), COMPOSITE PRESSURE B
PLATES, AND 316 STAINLESS STEEL BOLTS AND NUTS. TEMPERATURE RANGE -40 F TO +205 F. C-7 SCALE: 1 0 1 2 DIFFERENCE BETWEEN EXISTING PIPE
Q
LINKSEAL MODULAR SEAL MODEL LS-360-S-316 FOR 18" DIA CAST CONCRETE HOLE OR 3/4" = 1'-0" mmommll AND PIPE GOING THRU ABUTMENT. —
M APPROVED EQUAL. PROVIDE V-0" (MIN) LONG 24 GAGE SHEET METAL JACKET AROUND scale feet
00 ENTIRE PIPE AT LOCATION OF LINKSEAL, AND INSTALL LINKSEAL WITH CARE TO AVOID 4. ALL PIPING ON BRIDGE AND THROUGH ABUTMENT TO FLANGE OF BURIED FLEX -TEND ON 6. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S) SHALL HAVE A
N DAMAGING THE INSULATION JACKET THAT COULD CAUSE MOISTURE INTO THE INSULATION. EACH SIDE OF BRIDGE SHALL BE PRE -INSULATED DUCTILE IRON PIPE WITH EITHER TR-FLEX WEDGE -TYPE RETAINER GLAND FOUAL TO MFGALUG SERIES 1100.
N 3. POT -HOLE EACH WATER PIPE CONNECTION LOCATION TO CONFIRM LOCATION AND DEPTH RESTRAINED JOINTS OR FLANGE JOINTS AS SHOWN.
U
OF EXISTING PIPE AT LOWER 22.5 DEG BEND PRIOR TO DEMOLITION (CONNECTION
5. ALL BURIED DUCTILE IRON PIPE AND BURIED FLEX TEND SHALL BE WRAPPED WITH
o�
LOCATION). POLYETHYLENE ENCASEMENT (POLYWRAP) IAW AWWA C105.
LO
RECORD DRAWING WWAs�� 1 UPDATED PER CIVIL APPLICATION PERMIT GDN 3/22/22 GDN SURVEYED: SCALE:
WSP USA Inc. c� 2 RECORD DRAWING GDN 0/26/2 GDN DESIGNED: 1 » 20' CITY OF
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED C> o
IN PART ON INFORMATION PROVIDED BY OTHERS. 33301 9th Avenue South GDN
Suite 300 DRAWN:
CHANGES SHOWN HAVE BEEN PROVIDED BY THE RENTON
� Federal Way WA 98003-2600 ,/ AHK ONE INCH
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE TEL: (206) SCALE
431-2300 �' ? 50226 0 �� CHECKED: '
Off, FR� � '� AT FULL
cocn LICENSED ENGINEER OR LANDSCAPE ARCHITECT. FAX: 206 CtsTEJJV
431-2250 �� ti IF NOT ONE INCH
in
SstONAl- F�� 60°� NO. REVISION BY DATE APPR APPROVED:
GDN SCALE ACCORDINGLY
J
EXIST 8" DIP —
POINT OF CONN TO
EXIST WATERMAIN,
SEE
2
C-8
— FIELD LOCATE AND DEMO EXIST LOWER
VERTICAL BEND & CONC THRUST BLOCK.
PROVIDE REPLACEMENT VERTICAL DI 22.50 BEND
(RJ) W / CONC THRUST BLOCK, SEE NOTE 3 & 1
USE MEGALUG SERIES 1100 C 9
MJ RESTRAINT OR EQUAL
W-420204
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
GENE COULON MEMORIAL BEACH PARK
TRESTLE BRIDGE REPLACEMENT
DETAILS - WATER UTILITIES SHEET 3
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
C-10
SHEET. rJ OF.
1 45
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