HomeMy WebLinkAboutzW-4123SetSECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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11235 s.e. 6th street I suite 150
bellevue, wa 98004
t: 425.453.9501 1 f: 425-453-8208
www.navixeng.com
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Date:
2022.09.3
0 418726:3M6:57-0
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I I ' I I II ENGINEERS CONSTRUCTION RECORD CERTIFICATION '^
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THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN
INTENT. THIS PLAN,
S MODIFIED HEREIN, REPRESENTS THE RECORD
CONDITIONS OF THENNEW CONSTRUCTION SHOWN BASED UPON OUR
LEGEND
PROPERTY LINE
—W—W—W—W EX. 12" WATER MAIN
WATER LINE 1
C-4.7
FIRE DEPARTMENT CONNECTION N�2:
41�jIT BEND/TEE WITH THRUST BLOCKING 330.2
C-4.7
►� GATE VALVE 330.1
C-4.7
DDCVA DOUBLE DETECTOR CHECK VALVE ASSEMBLY 360.2
C-4.8
RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY 350.2
C-4.7
DOUBLE CHECK VALVE ASSEMBLY 340.8
C-4.8
i� FIRE HYDRANT 310.1
C-4.7
3" DOMESTIC WATER METER C20.48
0 2" IRRIGATION 320.2
WATER METER C-4.6
2
2
1
NO.
RECORD DRAWINGS
RECORD DRAWINGS
RECORD DRAWINGS
REVISION
SURVEYED:
Z.NALL
DESIGNED:
J.GREEN
NAVIX
09.29.22
JET
NAVIX
06.10.22
JET
DRAWN:
J.GREEN
NAVIX
05.17.22
JET
CHECKED:
J.TAFLIN
BY
DATE
APPR
APPROVED:
J.TAFLIN
VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD Z
MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT
REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY
CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, a
CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT
EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING
CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q
NAVIX CERTIFICATION Q
W-412301 BY o
IN COMPLIANCE WITH CITY OF RENTON STANDARDS V
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SCALE. DATE:
VERTICAL: NAVD 1 3/1 ARCO/M U RRAY 09.26.2022 LL
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988
®
HORIZONTAL: NAD 198991 CITY OF
TOPGOLF RENTON FIELDBOOK:
;R RENTON 780 LOGAN AVENUE NORTH PAGE I
ONE INCH DATUM DRAWING N0:
AT FULL SCALE RENTON WA 98057 C-4.0 a
IF NOT ONE INCH Planning/Building/Public Works Dept. O
SCALE ACCORDINGLY OVERALL WATER PLAN
SHEEP: 49 OF: 82
SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
SEE SHEET C-4.2 FOR CONTINUATION
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CONTRACTOR TO VERIFY LOCATION OF EXISTING SD LINE.
cNv IF A CONFLICT WITH PROPOSED WATER LINE IS IDENTIFIED
N NOTIFY THE CITY AND PROVIDE PLAN REVISIONS.
cc CONTRACTOR TO VERIFY IF EXISTING BOEING HIGH PRESSURE)
`V WATER MAIN PRESENTS A CONFLICT WITH PROPOSED WATER
Q) MAIN. IF A CONFLICT WITH PROPOSED WATER LINE IS
v' IDENTIFIED AND REQUIRES CHANGE OF PROPOSED WATER
LINE THEN NOTIFY THE CITY AND PROVIDE PLAN REVISIONS.
LEGEND
0
�I
PROPERTY LINE
-WWWWW- EX. 12" WATER MAIN
0' WATER LINE I ,I
FIRE DEPARTMENT CONNECTION 360.2
C-4.8
BEND/TEE WITH THRUST BLOCKING 330.2
o C-4.7
~ ►� GATE VALVE 330.1
i C-4.7
DDCVA DOUBLE DETECTOR CHECK VALVE ASSEMBLY 360.2
:3
-A REDUCED PRESSURE BACKFLOW ASSEMBLY 350.2
Q C-4.7
® DOUBLE CHECK VALVE ASSEMBLY 340.8
i� FIRE HYDRANTry
14:7
3" DOMESTIC WATER METER
r32.4
Q, 8
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Cn 6m 2" IRRIGATION 320.2
WATER METER
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= LF 12" DI
LF 12" DI-
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15' WATER UTILIT
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8
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65 LF 12" Di
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4 LF 12" DI EXISTING STORM —
DRAIN LINE
14 TO BE
5+00 ABANDONED
IN PLACE
88 LF 12" DI —
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20 LF 2" DI
20 LF 3" DI
27+36
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5 LF 12" DI
26+00 6
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19 LF 12" DI
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WATER SCHEDULE
KEY
NOTE
KEY
NOTE
KEY
NOTE
KEY
NOTE
KEY
NOTE
OSTD
CONNECT TO EXISTING 12" WATER MAIN
(CUT IN BY CITY FORCES) PER COR
PLAN 300.4, SHEET C-4.8 WITH:
1 - 12" x 12" TEE (FL)
3 - 12" GATE VALVES (FL x MJ)
3 - 12" SLEEVES (MJ x MJ)
WITH THRUST BLOCKING
SEE PLANS FOR STATION
CONTRACTOR TO VERIFY EXISTING
WATER MAIN LOCATION AN D DEPTH
PRIOR TO CONSTRUCTION ANY
PORTION OF PROPOSED WATER MAIN
EXTENSION CUT IN BY CITY FORCES
AND NOTIFY ENGINEER OF ANY
DISCREPANCIES.
3
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1 - 12" 90° BEND (MJ)
WITH THRUST BLOCKING
SEE PLAN FOR STATION
8
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1 - 12" x 6" TEE (MJ x FL)
1 - 6" GATE VALVE (FL x MJ)
15 LF 6" D.I. FIRE SERVICE
1 - FIRE HYDRANT ASSEMBLY
WITH THRUST BLOCKING
STA: 6+15.59, 15.03' LT
20
1 - 3" DOMESTIC METER PER COR
STD PLAN 320.4, SHEET C-4.8.
INSTALL 4" x 3" REDUCER INSIDE
5' x 7' x 7' METER VAULT.
STA: 25+77.07
25
1 - 2" PRESSURE REDUCING
VALVE
1 - 2" BACKFLOW
ASSEMBLY DCVA IN METER
BOX PER COR STD PLAN
340.8, SHEET C-4.8.
STA: 27+04.75 (PRV)
STA: 27+10.20 (DCVA)
O
1 - 12" x 6" TEE (MJ x FL)
1 - 6" GATE VALVE (FL x MJ)
12 LF 6" D.I. FIRE SERVICE
1 - FIRE HYDRANT ASSEMBLY
WITH THRUST BLOCKING
STA: 3+69.47 14.55' LT
21
1 - 3" PRESSURE REDUCING VALVE
1 - 3" BACKFLOW ASSEMBLY MOUNTED
ON CONCRETE PAD IN HOT BOX PER
COR STD PLAN 350.2, SHEET C-4.7.
STA: 25+62.70 (PRV)
STA: 25+68.45 (RPBA)
14
1 - 12" 45° VERTICAL BEND (MJ)
WITH MEGALUG WITH THRUST BLOCKING
PER COR STD PLAN 330.3, SHEET
C-4.8. SEE PLAN FOR STATION
26
IRRIGATION POINT OF
CONNECTION. SEE PLAN FOR
STATION. SEE LANDSCAPE
PLANS FOR CONTINUATION.
O
1 - 12" x 6" TEE (MJ x FL)
1 - 6" GATE VALVE (FL x MJ)
1 - 12" GATE VALVE (FL x MJ)
WITH THRUST BLOCKING
SEE PLAN FOR STATION
16
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1 - POST INDICATOR VALVE
DOWNSTREAM OF DDCVA
STA: 22+66.48
22
1 - 12 US BEND MJ
WITH THRUST BLOCKING
SEE PLAN FOR STATION
27
BUILDING POINT OF
CONNECTION. SEE PLAN FOR
STATION. SEE PLUMBING
PLANS FOR CONTINUATION.
17
1 - 6" DOUBLE DETECTOR CHECK
VALVE ASSEMBLY PER COR STD PLAN
360.2, SHEET C-4.8.
STA: 22+74.42
23
1 - 4" 45° BEND MJ
WITH THRUST BLOCKING
STA: 24+17.62
"
1 - 3DOMESTIC SERVICE
CONNECTION
SEE PLAN FOR STATION
O6
2
1 - 12" x 6" TEE (MJ x FL)
1 - 6" GATE VALVE (FL x MJ)
10 LF 6" D.I. FIRE SERVICE
1 - FIRE HYDRANT ASSEMBLY
WITH THRUST BLOCKING
STA: 0+61.76, 11.91' LT
24
1 - 2" IRRIGATION METER
PER COR STD PLAN 320.2,
SHEET C-4.6.
METER TO BE INSTALLED WITH
A 17" x 30" METER BOX.
STA: 27+14.87
18
1 - FIRE DEPARTMENT CONNECTION
STA: 22+76.49, 5.73' RT
29
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CONCRETE DEADMAN BLOCK
PER DETAIL 2, SHEET C-4.7
WITH SHACKLE RODS PER
C.O.R. DET. 330.5, SHEET
C-4.7.
7
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1 - 2" IRRIGATION SERVICE
1 - 2" GATE VALVE (THREADED)
1 - 12 GATE VALVE (MJ)
WITH THRUST BLOCKING
SEE PLAN FOR STATION
19
1 - 6" 90° BEND (MJ)
WITH THRUST BLOCKING
STA: 21+20.44
O 2 RECORD DRAWINGS
0 2 RECORD DRAWINGS
�p Q 1 RECORD DRAWINGS
\� e
NO. REVISION
SURVEYED:
Z.NALL
DESIGNED:
J.GREEN
NAVIX
09.29.22
JET
NAVIX
06.10.22
JET
DRAWN:
J.GREEN
NAVIX
05.17.22
JET
CHECKED:
J.TAFLIN
BY
DATE
APPR
APPROVED:
J.TAFLIN
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
1"R] RENTON
Planning/Building/Public Works Dept.
■
0 15 30 60
SCALE: 1 inch = 30 ft.
ALL MECHANICAL JOINT FITTINGS AND
VALVES SHALL HAVE MEGALUG
RESTRAINT SERIES 1100 RESTRAINED
(OR APPROVED EQUAL) AND
CONCRETE BLOCKING PER COR
STANDARD PLANS
rJ
11235 s.e. 6th street I suite 150
bellevue, wa 98004
t: 425.453.9501 1 f: 425-453-8208
www.navixeng.com
" I -- BE ,
WA
itally sign
y nelle T flin
Date:
2022.09.3
A 418726:3;Z:09-0
m
ENGINEERS CONSTRUCTION RECORD CERTIFICATION
THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN
INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD
CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR
VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD
MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT
REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY
CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE,
CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT
EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING
CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION.
NAVIX CERTIFICATION
W-412302 BY
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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ARCO/M U RRAY
DATE:09.26.2022
J
TOPGOLF RENTON
O
OOK:
780 LOGAN AVENUE NORTH
PAGE:
PAGE:
DRAWING N0.
RENTON, WA 98057
C-4.1
a0
WATER PLAN
SHEET: 50 0F: 82
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LEGEND
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PROPERTY LINE
— W W w W W— EX. 12" WATER MAIN
WATER LINE 1
C-4.7
FIRE DEPARTMENT CONNECTION r360.2
C-4.8
�� BEND/TEE WITH THRUST BLOCKING 330.2
C-4.7
►� GATE VALVE 330.1
C-4.7
DDCVA DOUBLE DETECTOR CHECK VALVE ASSEMBLY 360.2
C-4.8
RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY 350.2
C-4.7
® DOUBLE CHECK VALVE ASSEMBLY 340.8
C-4.8
i� FIRE HYDRANT 310.1
C-4.7
3" DOMESTIC WATER METER C20:8
t)
2" IRRIGATION 320.2
WATER METER
SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
SEE SHEET C-4.3 FOR CONTINUATION
III � _7 - ---77 -7 7 7
6 LF 12" D
STA: 8+71.2
13 LF 12" D
STA: 8+56.5
SEE SHEET C-4.1 FOR CONTINUATION
WATER SCHEDULE
KEY NOTE KEY NOTE
O1 — 12" x 6" TEE (MJ x FL) 22 WITH THRUST BLOCKING 1 — 12" 45` BEND (MJ)
9
1 — 6" GATE VALVE (FL x MJ) SEE PLAN FOR STATION
1 — 12" GATE VALVE (MJ WITH SPOOL)
22 LF 6" D.I. FIRE SERVICE FIRE HYDRANT, BOLLARDS, AND ASSOCIATED
1 — FIRE HYDRANT ASSEMBLY SERVICE LINE TO BE REMOVED.
WITH THRUST BLOCKING 28 CONTRACTOR TO COORDINATE WITH BOEING
STA: 8+71.27, 22.20' RT FIRE INSPECTOR, BOEING PLUMBERS, AND
BOEING FACILITIES ENGINEERS PRIOR TO
10 1 — 12" 22.5° BEND (MJ) REMOVAL.
WITH THRUST BLOCKING
SEE PLAN FOR STATION
0 2 RECORD DRAWINGS NAVIX 09.29.22 JET
0 ® 2 RECORD DRAWINGS NAVIX 06.10.22 JET
�p Q 1 RECORD DRAWINGS NAVIX 05.17.22 JET
\� e
NO. REVISION BY DATE APPR
4a
0 15 30 60
SCALE: 1 inch = 30 ft.
ALL MECHANICAL JOINT FITTINGS AND
VALVES SHALL HAVE MEGALUG
RESTRAINT SERIES 1100 RESTRAINED
(OR APPROVED EQUAL) AND
CONCRETE BLOCKING PER COR
STANDARD PLANS
HAVIX
11235 s.e. 6th street I suite 150
bellevue, wa 98004
t: 425.453.9501 1 f: 425-453-8208
www.navixeng.com
��,I WA
6ABET
itally sign
y nelle T flin
Date:
2022.09.3
418726:sz:21- zoo.
m
ENGINEERS CONSTRUCTION RECORD CERTIFICATION
THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN
INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD
- CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR
VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD
MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT
REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY
CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE,
CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT
EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING
CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION.
NAVIX CERTIFICATION
W-412303 GeV
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURVEYED: SCALE:
Z.NALL HORIZONTAL: NAD 1983/1991 ARCO/M U RRAY
DESIGNED:
J GREEN o CITY O F TOPGOLF RENTON
DRAWN: '� RENTON
J.GREEN ONE INCH DATUM v4uvv 780 LOGAN AVENUE NORTH
CHECKED: AT FULL SCALE RENTON WA 98057
J.TAFLIN IF NOT ONE INCH Planning/Building/Public Works Dept.
APPROVED: SCALE ACCORDINGLY WATER PLAN
J.TAFLIN
DATE:
09.26.2022
FIELDBOOK:
PAGE:
C-4.2
SHEET: OF:
51 82
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SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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15' WATER UTILITY
J Ii i EASEMENT
S
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LEGEND SEE SHEET C-4.2 FOR CONTINUATION
- - PROPERTY LINE WATER SCHEDULE
-WWWWW- EX. 12" WATER MAIN
KEY NOTE
WATER LINE 1 1 - 12" x 12" TEE (FL x FL)
C-4.7 11 3 - 12" GATE VALVE (FL x MJ)
360.2 WITH THRUST BLOCKING
FIRE DEPARTMENT CONNECTION C-4 8 STA: 12+43.92
4�j� BEND/TEE WITH THRUST BLOCKING 330.2 12 1 - 12" x 12" VERTICAL CROSS FOR
C-4.7 POLYPIGGING PER COR STD PLAN 300.6,
330.1 SHEET C-4.8.
►� GATE VALVE C-4 7 WITH THRUST BLOCKING
SEE PLAN FOR STATION
360.2 1 - 12" x 6" TEE MJ x FL
DDCVA DOUBLE DETECTOR CHECK VALVE ASSEMBLY C-4.8 13 1 - 6" GATE VALVE (FL x MJ)
27 LF 6" D.I. FIRE SERVICE
-A REDUCED PRESSURE BACKFLOW ASSEMBLY 350.2 1 - FIRE HYDRANT ASSEMBLY
C-4.7 WITH THRUST BLOCKING
® DOUBLE CHECK VALVE ASSEMBLY 340.8 STA: 13+70.41, 26.40' RT
C-4.8
i� FIRE HYDRANT 310.1
C-4.7
3" DOMESTIC WATER METER �20:8 0 2
0 ® 2
� 2" IRRIGATION 32p.2 �ae� 1
WATER METER NO.
KEY NOTE
14 1 - 12" 45° VERTICAL BEND (MJ)
WITH MEGALUG WITH THRUST BLOCKING
PER COR STD PLAN 330.3, SHEET
C-4.8. SEE PLAN FOR STATION
RECORD DRAWINGS
RECORD DRAWINGS
RECORD DRAWINGS
REVISION
0 15 30 60
SCALE: 1 inch = 30 ft.
ALL MECHANICAL JOINT FITTINGS AND
VALVES SHALL HAVE MEGALUG
RESTRAINT SERIES 1100 RESTRAINED
(OR APPROVED EQUAL) AND
CONCRETE BLOCKING PER COR
STANDARD PLANS
nJ
11235 s.e. 6th street I suite 150
bellevue, wa 98004
t: 425.453.9501 I f: 425-453-8208
www.navixeng.com
��'16ABET
v R� pF WASgI�� �
j
itally sign
y�F-
gnelle T flin
Date: 9UUUU 2022.09.3
fin\ 0 418726:3Z:34-0'
ENGINEERS CONSTRUCTION RECORD CERTIFICATION
THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN
1 INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD
- CONDITIONS OF THE NEW CONSTRUCTION SHOWN BASED UPON OUR
KEY NOTE
CONNECT TO EXISTING 12" WATER MAIN (CUT
15 IN BY CITY FORCES) PER COR STD PLAN
300.4, SHEET C-4.8 WITH:
1 - 12" x 12" TEE (FL)
3 - 12" GATE VALVES (FL x MJ)
3 - 12" SLEEVES (MJ x MJ)
WITH THRUST BLOCKING
CONTRACTOR TO VERIFY EXISTING WATER
MAIN LOCATION AND DEPTH PRIOR TO
CONSTRUCTION OF ANY PORTION OF
PROPOSED WATER MAIN EXTENSION CUT IN
BY CITY FORCES AND NOTIFY ENGINEER OF
ANY DISCREPANCIES.
SURVEYED:
Z.NALL
DESIGNED:
J.GREEN
NAVIX
09.29.22
JET
NAVIX
06.10.22
JET
DRAWN:
J.GREEN
NAVIX
05.17.22
JET
CHECKED:
J.TAFLIN
BY
DATE
APPR
APPROVED:
J.TAFLIN
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVE) 1988
HORIZONTAL: NAD 1983/1991
DATU M
VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD
MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT
REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY
CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE,
CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT
EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING
CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION.
NAVIX CERTIFICATION
W-412304 BY
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Z
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Z
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ARCO/M U RRAY DAB 09.26.2022 J
CITY OF
TOPGOLF RENTON FIELDBOOK:
•"vv RI RENTON 780 LOGAN AVENUE NORTH DRAWING NO:
Planning/Building/Public Works Dept. RENTON, WA 98057 C-4.3 a0
WATER PLAN SHEET: 52 OF: 82
SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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WATER PLAN GENERAL NOTES Standard P160 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-COAISTRUCTJON 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 CONMILICFION.
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 FXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM 4MPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
"CATALOG COTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CrrY OF RENTON PRIOR TO BRINGING ANY
MATERIAL5 ON -SITE.
4, ALL WATER MAIN PIPE MATERIALS SHALL 13E CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWAC 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 9-MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 35 INCHES FOR PIPE DIAMETER OF i0-INCH OR LESS
AND 49 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES.
ANY DEVIATIONS MUST RE 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 ANDTO PROVIDE MINIMUM COVER.
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALLTRENCH
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 MOD.
5. 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 JOR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDTnoN TO
CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPESAND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM I'MORTO 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, INSTALLAND 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 TEMNG.
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 BETAKEN FOR PURITYTESTING 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 THEEXISTING WATER
MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR
THE FINAL CONNECTION- Ti-IE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SNORING, AND
ALL MATERIALS REQUIRED FOR THE CFFY OF RENTON TO PERFORM THE CONNECTION TO THE EX"NG WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
STD. PLAN - 300.0
PUBLIC WORKS WATER PLAN GENERAL NOTES
DEPARTMENT MARCH 2010
1r T ,2" �ND 2" WATER SERVICE DETAIL
0. 11 N: VALVC DOx sHOULV NOT RCST ON
PIPE LATER COMPACTION IN AREA DF VALVE BOX
COULD CAUSE THE BREAKAGE OF THE SERVICE.
2 x
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9
A - A DRILL 2' 0A. HOLE FOR
TOUCHREAD DEVICE
2-1/2" MIN- rROLI NEAREST
AND FRONT EDOF OF PIT LID
TMkL RIB-�
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RIGHT -Of -WAY INSTALL METER
80X AT PROPERTY LINE WIT1t
at2'
LONG COPPER TAILPIECE
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eASE TO SUPPDRT
VAU L T-
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GOUPLIRG x MIPT CAST IRON OR CUCTILE IRON WATERMAIN
NOTE;
THE CENTER OF THE HOLE MUST 9E AT LEAST t- FROM
UNDERNEATH RIBS UNLESS THE R10SPACING ALLOWS
THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF
MORE THAN ONE RIB,
PRNATE
PIPIN-i
MATERIAL IJST. FOR 2" SERVICE= METER 1-0CATEU IN PLANTING STRrP,
MATERIAL LIST FOR 1-T &- SERVICE: METER LOCATED IN PLANTING STREP
BETWEEN CURD do SIDEWALK
BETWEEN CURB & SIDEWALK
1 2' topped Lee, on now wotaer maw
t. 2' topped tee on new water main.
2. 4- long X 2" brass nipple worn tnreadea ends (MIPT).
2. 4- long X 2' brass nipple with threaded ends (MIPT),
3. 2' resirient scot gate valve with threaded ends, eRuare operating nut,
3. 2' roilloht snot gate vulva with threaded ends, squgrs oparahsg not, and
d wolye nut exLmsion II required (see standard delal 3M-I).
valve nut iwLensiad n If required (see stonard detall 330.1) -
an
4- 4-o Pi-q? cast iron -1- box. Stpndgrd B" top section with regular
4- Tw❑ picte coat iron valve box. Stpnaard B' top icctian with rtlular ease
base secLlan, length to fit. 'lug" type cover, 2" brass buohing (MIPT x
sectloi, length ka fit. 'lug' t}pe cover.
FIPT),
5. 2- X 1-1/2' hers brow bushing (MiPt x FIPT), 2 each 1-1/2` proves or
i. 2 each 2' brass or braa2t nipples 5" length. threaded ands, 2 each
tnon=e nipples 6" length, threaded ends. 2 each b-- pr
2:-40' Grass or bronze ulbowa {FIPT x FIPT).
bronze Obaws (FIPT x FIPT).
6. 2(MIPT) a compression fitting, Ford C84-86 or equal.
S. 1-1/2' (MIPT) x oampression ftiing. Ford C94-66 or squat,
7. 2" soft copper tubing lyprr K gr brg55 nipples (MIPT c MIPT), rehgth 1.
7. 1-1/2" aalL tappyv tubing type K ne brass nipples (MIPT y MIPT), length
F..
to fit.
B. 2" threaded brow 9D' ell.
S. 1-1/2" threaded brass 9O' all. for Ford L44-77 or equal.
9. 2" Cuatbrnaettsr with 1sy-pass Ford: 1-19H 5a-i29-11-77 be Si-3/1t1'
9. 1-1/2" Cuelomsetter with by-pass Fars: VBH 86-129-11-65
), Mt ID6nDld Bross 308715WOFF775 to M-1Jer 8-1427-2', wHh flanged
13 3/16-), MrD hold Brass' W8612WOFF1665 or Mueller 13-1427-1 1/2"
ongle boll vnlwe and padroCk wings on fnIaL, and ortgle Check valve
wllh iigng�d ongla boll votVe and pPdlagk wings on inlet, and ongle GnF!.:E
outlet, .boll -W on bypass with padlock wings Luetomdetter sha11
valve nullei, ball yaTVe an bypass with pddlnck wing, Gu5temxtter shu!I
hove Vertical inlet and outlet.
taove verticor inlet and outlet.
10. 121gid matw spreader to bd supplied arid inetalleA In meter sailer by
10. J31gld rnotllr apreadar to tie supplied and 1+1ate11ed In meter getter by
contractor
can trq�tor.
11- Water rneier shall be supplied and Instalied by My oI Renton upon
IT. Wnier meter Shall be supplied and Installed by City of Realm upon
payment of off related water metar tee and satlsfoctary pressure and
payment ai all related water meter faa ana satlsfaatory preseura and
purity tea Le.
purity tests.
12. 17"x30" Plastic meter box equal to Mld-States PlasLim Inc- BCF Seflas
12. 17"x30- Plastic meter lox equol to Mlfl-States Plnstics. Inc. BCF aeries
MSBCF 1730-18 ,kith 2- thick Duatile Iron diamond pigte cove is-x31-
MSDGF 17$0-1B with 7- thicA puntle vcn digmgnd place cgwer 1Jd`x31r
ewal to Mid -States Plastics. Inc. MSC&C-1730-R wrth 2' drilled hole
equal to Mid-5Latea Plastics, Inc, MSCeC-173O-A with 2" dril':ed table for
for touphread pit lid, and meter read Ild.
taudlread pit hd.
13, 2' coupling Ccompression x FIPT) with 2' plug (U PT). Ford 0-14-66
13. 1-112- coupling (comprassion x FIPT) with 1-1/2' plug (MIPT), Fora
nr egucll. The property firmer ie responsible for any naceasory adaptation or
C-14-66 ar equal. The property Dwner Is responsible fur any necessary
cxtensian of water service.
adgutation or extension of water serwlce-
NxTE:
ALL METER UDXES INSTALLED IN CONCRETE CAR PAVED
DRJVEWAYS SHALL BE CAST-IRON EQ1JAL TO OLYMPIC
FOUNDARY.
EXPANSION JOINT'S MUST eE INSTALLED 12" MINIMUM CW BOTH
SIDES OF METER BOX.
Y
`• PUBLIC WOFKS
1 12' AND 2" WATER SERVICE LOCATED
STD. PLAN - 320.2
} -# DE"PART;uENT
IN PLANTING
STRIP
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MARCiI 2010
Utility Specifications
Water Utility Notes and Specifications
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY.
1. All work rnateriai 0all 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 shall 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 calf 48-hour locators 800-424-5555.
4. An approved Traffic Control Plan is required to be submitted at the Pre -Construction
meeting.
5. datum far Vertical Control shall be North American Vertical C7atum 1988 Meters, and for
Horizontal Control shall be North American Datum 1983,l1991 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 C I I I 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 joints) 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).
Utility Specifications
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 plumper nozzle
with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside
diameter of male thread 4.975 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 w 1th 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 fate 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 he 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 durameter 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
Utility Specifications
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)F 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 prier t0 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 backfiiling 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.
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NAVIX a
'ITF I CIVIL
11235 s.e. 6th street I suite 150
bellevue, wa 98004
t: 425.453.9501 I f: 425-453-8208
www.navixeng.com
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Date:
U 2022.09.3
0 418726:3,9:19-0
ENGINEERS CONSTRUCTION RECORD CERTIFICATION
THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN
INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD
CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR
VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD
MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT
REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY
CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE,
CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT
EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING
CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION.
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NAVIX CERTIFICATION
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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SURVEYED: SCALE: DATE:
VERTICAL 1988
Z.NALL HORZONTAL::NAD D1983/1991 ARCO/M U RRAY 09.26.2022 J
DESIGNED: 1PRI
CITY OF FIELDBOOK:2 RECORD DRAWINGS NAVIX 09.29.22 JET J.GREEN TOPGOLF RENTON 0a
2 RECORD DRAWINGS NAVIX 06.10.22 JET DMWJ.GREEN RENTON 780 LOGAN AVENUE NORTH PAGE:
ONE INCH DATUM • (�Q DRAWING N0:
1 RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: AT FULL SCALE RENTON WA 98057 C'4.6 a J.TAFLIN IF NOT ONE INCH Planning/Building/Public Works Dept. O
NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY WATER NOTES & DETAILS SHEET: OF:
J.TAFLIN 55 82
SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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0 REDUCED PRESSURE ENCLOSURE
ISACKFLOW A5;SFM13LY
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3" MIN. 'HOT BOX" OR EQUAL
3/8" X 4" ANCHOR
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MATERIAL PER UPC DIRECT OL)RIAL OR IN RIGID METER SIDE
(SIZE AS REQ.) CONDUIT PER ELECTRICAL
SIDE VIEW PERMIT REQUIREMENTS.
NOTES:
1, ALL REDUCED PRESSURE BACKFLQW 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
OF THE INSTALLATION OF THE RPBA AND PIPING, THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE RPBA MUST BE TESTED BY A STATE CERTIFIED BACKFLQW 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 UTLITY 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.
`+ PUBLIC WORKS REDUCED PRESSURE BACKFLOVV STD. PLAN - 350.E
DEPARTMENT ASSEMBLY IN HOT BOX
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14.0
5A
AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-Q" MEN COVER FOR WATERMAIN LESS THAN 12
S'-V" MIN, COVER FOR WATERMAIN 12" p'R GREATER,
MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 Y DEPTH OF TRENCH
MIN. HEJGIIT OF THRUST BLOCk (FT) = D.9, RIPE f 1,0'
THRUST BLOC[ BE.
AREA REFE115 TO '
FACE OF BLOCK M:
IN 5QUAAU rttT
NQTE-9-,-
1. LOGATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOO SHALL BE DETERMINED BY THE ENGINEER.
2, ALL 9LOCKING SHALL BE POURED IN PLAC1' AGAINST ONDIS71JR13E1) NATIVE GROUND
S ALL POURED THRt1ST 9L0CI(S SHALL NZ HACKFiLLEI} AFTER MIN. 1 DAY. PRESSURE TESTINr
SHAH. OCCUR AFTER CONCRETE HAS REACHED N041INAL COMPRESSIVE $TRENGTH.
4_ ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/21.
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTNG SURFACE AWA
POSSIBLE, RUT SHALL 140T COVER OR ENCLOSE DELL ENDS, JOINT BOLTS OR CLODS
REASONN31LE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
CONCRETE BLOCKING FOR STD. RAN - 330.2
r + PLiDLIC WCi1t]:S HORIZONTAL AND DOWNVVAR❑
DEPARTMENT VERTICAL BENDS
• V, 4tAlZCH 2010
A A
PLAN VIE~
�(WAT R
VALVE BOX LID WITH
:>
EARS IN DIRECTION 01
2" SQUARE
WATER MAIN AND WORD
OPERATING NUT
"WATER" CAST INTO IT
12" MIN.
16, MAX,
4" CONCRETE COLLAR FOR
VALVES IN PAVED AREAS
4-1/4" DIA.
12'
1/8" MIN. THICKNESS
SEE DETAIL-
2 PIECE CAST IRON VALVE
BOX, RICH-SEATTLE TYPE
OR OLYMPiC FOUNDRY
T" STEEL
l�
LENGTH AS REQUIRED
18" MIN, THICKNESS
2-1/4'
r
INSIDE MEASUREMENT
2-1/4 DEPTH
SECTION A -A
VALVE QPFRATINC NUT
EXTENSION
VALVE OPERATION NUT EXTENSION NOTE:
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
15 MORE THAN THREE (3) FEET BELOW
FIN6HED GRADE. EXTENSIONS ARE TO BE A
MINIMUM OF ONE (1) FOOT LONG. ONLY ONE
EXTENSION} TO BE USED PER VALVE.
NOTE- ALL EXTENSIONS ARE TO BE MADE
OF STEEL, SIZED A5 NOTED, AND PAINTE1a
WITH TWO COATS OF METAL PAINT.
VALVE MARKER NOTES;
VALVE MARKERS SHALL BE EQUAL
TO CARSONITE UTILITY MARKER
VALVE MARKER POST TO BE USED FOR ALL
MAIN! LINE VALVES OUTSIDE PAVED AREAS
3$" MIN.
WI DTH
62"
I '1
- .24"
VALVE MARKER POST
WHITE PC
+ PUBLIC WORKS VALVE BOX, MARKER & OPERATING STD. PLAN - 330.1
DEPARTMENT NLJT EXTENSION MARCH 2010
Where shown on the plans or in the specifications or required by
the Engineer, joint restraint system (shackle rods) shall be used.
All joints restraint materials used shall be those manufactured by
Star National Products, 1323 Holly Avenue, PO Box 258,
Columbus, Ohio 43216 unless an equal alternate is approved in
writing by the Engineer.
Materials
Steel Twes:
High strength low -alloy steel (cor-ten),
ASTM A588 heat -treated.
1. Tiebolt:
ASTM A588, Grade B, Cor-Ten, equal to SuperStar Tielbolt
Installation:
SST 7 5/8" for 2" and 3" mechanical joints (M.J.) with eye for 5/8" rod
Install the joint restraint system in accordance with the Manufacturer's
SST 7 : 3/4" for 4" to 12" M.J. with eye for 3/4" rod
instructions so all joints are mechanically locked together to prevent joint
SST 756 : 3/4" for 14" to 24" M.J. with eye for 3/4" rod
separation.
SST 747 : 3/4" for 4" to 12" M.J. with eye for 7/8" and 1" rod
Tiebolts shall be installed to pull against the mechanical joint body and
SST 73/4" for 1 to M.J. with eye for and 1" rod
not the M.J. follower. Torque nuts at 75-90 foot pounds for 3/4" nuts.
.
SST 778: 1' for 30" too 36" M.J.Mwith eye for 1" roodd
2.Tienut: Hex Nut
Install tiecouplings with both rods threaded equal distance into
ASTM A588, Grade B, Cor-Ten, equal to SuperStar Tienut
tiecouplings. Arrange tierods symmetrically around the pipe.
SS8 for 5/8", 3/4", 7/8", 1" Tiebolt and Tierod
Where a Manufacturer's mechanical joint valve or fitting is supplied with
3. Tiecoupling with Tiestop Pin
slots for "T' bolts instead of holes, o flanged valve with a flange by
ASTM A588, Grade B, Cor-Ten, equal to SuperStar Tiecoupling
mechanical joint ado for shall be used instead so as to provide adequate
P P q
SS10 for 5/8", 3/4", 7/8", 1" Tierod
space for locating tiebolt.
4. Tierod:
Where a continuous run of pipe is required to be restrained, no run of
Continuous threaded rod for cutting to desired lengths
restrained pipe shall be greater than 60 feet in length betwee fittings.
ASTM A588, Grade B, Cor-Ten, equal to SuperStar Tierod
Insert long body solid sleeves as required on longer runs to keep tierod
SS12 for 5/8", 3/4", 7/8", 1"
lengths to the 60 foot maximum.
Pipe used in continuously restrained runs shall be mechanical joint pipe
5. Tiewasher
and tiebolts shall be installed as rod guides at each joint.
ASTM A588, Grade B. Cor-Ten, equal to SuperStar Tiewasher
SS17 for 5/8", 3/4", 7/8", 1" round flat washer
Pipe
Size
Inches
Test
Pressure
PSI
2
4 6
Number and Size of Rods
8 10 12 14 24
2
250
314"
3
250
3/4"
4
250
3/4"
6
250
3/4"
8
250
3/4"
10
250
3/4"
12
250
3/4"
14
250
3/4"
16
250
3/4"
18
250
3/4"
20
250
314"
24
250
3/4"
3D
200
3/4"
33
200
1"
42
20O
1"
48
200
1"
2
5
3
4 1
�ZY STD. PLAN - 330.5
PUBLIC WORKS SHACKLE RODDS
�Nzo� DEPARTMENT AND TIE BOLTS MARCH 2O10
2 RECORD DRAWINGS
O 2 RECORD DRAWINGS
�Q 1 RECORD DRAWINGS
e
NO. REVISION
FIRE HYDDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-511D OR
COMPRESSION TYPE SUCH AS CLOW MEDALUON, M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS FACER WITH 6" MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MAIN VALUE OPENING, TWO 2-1 f2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4' PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5" STURZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-M40RE/PT2ESERVATIIVE
PAINT Nc. 5780-553 OTM 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 REOUIRED_
3
20�
i.tJNGRETE � � ' �rr
THRUST BLOCK T
16" x 8" x 4' MININUM
CONCRETE HEARING
BLOCK UNDER HYDRANT
MIN. 1B" TO 20" BEHIND BACE OF
CURB OR 12" BEHIND BACK OF
511DEWALK THAT 15 ADJACENT TO
CURB
4.075" x .5' STORZ
-5'x5'x6" THICK CONCRETE PAD AROUND
HYDRANT. FINISH TO MATCH FJOEWALK.
EXPANSION JOINT AT
BACK OF SIDEWALK
CONCRETE SIDEWALK
PLANTING STRIP
h
36" MIN
COVERn
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 08-A
STIMSONITE TWO-WAY BLUE REFLECTIVE
CONCRETE BUCKING
MAIN LINE TEE. WTH 6" FLANGE SIDE OUTLET.
5" GATE VALVE (FL X MJ) AWWA C-5D9, RESILIENT SEAT
6 DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR-TEN STEEL TIE RODS-
1/2 YARD OF 1-1/4" WASHED DRAIN RQCX
1' ABOVE BOOT FLANGE, PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL
FIRE HYDRANT ASSEMBLY
LEVEL ALL GRi]UNB LEVEL ALL GROUND
WN 3' RADIUS IN 3' RADIUS
ONE MAN ROCK
I _
B ti
6" CONCRETE PAD �5' CONCRETE PAD
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
# PLJ13LJC WORKS 'FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1
DEPARTMENT
iAA,iRC:H 2010
SLOPE TRENCH SIDES PER
OSHA REQUIREMENTS
DETECTABLE MARKING
TAPE 12" TO 18"
BELOW FINISHED GRADE
ALL WATER PIPE SHALL BE
DUCTILE IRON CLASS 52 WITH
POLYWRAP CONFORMING TO AWWA
C110 AND C111 AS DEFINED BY
WATER UTILITY NOTES AND
SPECIFICATIONS NOTE 6 UNLESS
OTHERWISE NOTED.
COMPACTED
BACKFlLL
12" 12"
MIN
IN
TOP SECTION VIEW
NOT TO SCALE , 18" 1n
1
L J
4'
NOTES:
1. CONCRETE SHALL 3000 P.S.I. READY MIX POURED IN PLACE.
2- REINFORCED BARS SHALL BE DEFORMED BARS AND TIED
TOGETHER.
3. FORMWORK AT FACE OF ANCHOR WALLS MUST BE REMOVED.
BACKFlLL AT FACE OF ANCHOR WALL MUST BE COMPACTED TO
95X MAX DRY DENSITY BASED ASTM D1557 PRIOR TO
REINSTATING SERVICE OF THE WATER MAIN.
ELEVATION VIEW
CONCRETE DEADMAN BLOCK
TRENCH BACKFlLL SHALL CONFORM TO
SECTION 9-03.19 OF WSDOT STD SPECS
WATER PIPE PER PLAN
PIPE BEDDING SHALL CONFORM
TO SECTION 9-03.12(3) OF
CO WSDOT STD SPECS
I � I
SELECT FILL: MATERIAL SHALL BE FREE \-COMPACTED NATIVE SUBGRADE
OF LARGE ROCKS (3"+) AND SHALL BE MAXIMUM WIDTH OR COMPACTED FILL.
PLACED IN 6" MAX LOOSE LIFTS AND
COMPACTED TO 90% OF MAX. DENSITY =GREATER OF 30"
PER MODIFIED PROCTER TEST (ASTM D1557) OR 1.5 D + 18"
TYPICAL WATERMAIN TRENCH AND BEDDING
N TS
N TS
V/4 REBAR AT 8" ON CENTER
WITH 18O' STANDARD HOOKS
0 BOTH ENDS
N
N
O
O
O
1
d�
r
CIVIL
11235 s.e. 6th street I suite 150
bellevue, wa 98004
t: 425.453.9501 I f: 425-453-8208
www.navixeng.com
6A
1 B
E
�F WASHI��
a
itally sign
���jj'���� y nelle T flin
Date
79�'�.7r 2022
�� UU 2022.09.3
.,pb 18722E U:30- 7�00'
oI;: '8ION�AL
ENGINEERS CONSTRUCTION RECORD CERTIFICATION
THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN
INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD
CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR
Z
VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD
MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT
REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY
CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE,
a
CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT
EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING
CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION.
Q
NAVIX CERTIFICATION
Q
W-412308 BY o
V
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
NW
z
O
F_
Z
NW
Ii
SURVEYED:
Z.NALL
SCALE:
VERTICAL 1988
HORZONTAL::NAD D1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
% CITY OF
RENTON
Planning/Building/Public Works Dept.(�Q
ARCO/M U RRAY
TOPGOLF RENTON
780 LOGAN AVENUE NORTH
WA °Q
RENTON, O57
DATE:
09.26.2022
LL
O
O
DESIGNED:
J.GREEN
NAVIX
09.29.22
JET
OOK:
PAGE:
PAGE.
NAVIX
06.10.22
JET
DRAWN'
J.GREEN
DRAWING NO:
C-4• ■
NAVIX
05.17.22
JET
CHECKED:
J.TAFLIN
BY
DATE
APPR
APPROVED:
WATER DETAILS
SHEET: OR
�82j
J.TAFLIN
56
SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
M
N
Tm
N
^^I
1�
I—
m%4
n
00
N-)
Lri
I
N
N
CD
N
N
Q
(D
cf)
SHACT4LE RODS
„ ... TYPE A 1LOCKING mom.
TYPE B
} + PUBLIC WORKS CONCRETE BLOCKING
OR VERTICAL
FITTINGS
DEPARTMENT
II
+'EUPORARY 2" CALVANIZED PIPE
AND 2" GATE VALVE
.LI'I SHED GRADE ELEVATION
INSTALL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
3 Fll MINL COVER (10-INCH DIAMETER AND UNDER)
4 FT MIN. COVER (12-INCH DIAMETER AND OVER)
NEW WATER MAIN POLYPIG
~I �
VERTICAL CROSS FOR POLYPICCING STATION. -
SIZE 4F VERTICAL CROSS SHALL 13E THE SAME AS SIZE DF MAIN LINE
VERTICAL CROSS (MJ X FL)
Did€ BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW --OFF ASSEMBLY
(REMGVE BLOW -OFF ASSEMBLY AND INSTAL). 2' PLUG AFTER REMD'Mt OF CLEANING "POLY -PIG")
ONE BLIND FLANG€ ON BOTTOM OF CROSS
ON€ PLUG (MJ) DIN END OF CRO55
CONCRETE BLOCKING
ALL DEBRIS AND POLYPIGS SHALL, BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION DF NEW WATER MAIN
REGISTER SHALL BE TOUCH READ PIT Up a" RasT INDICATOF? VALVE PRECAST CONCRETE VAULT WITH 3 - Y7 31 ONE EACH SIDE
(TR-PL) AND BE INTELLIGENT COMMUNICATION HINGED STEEL PLATE COVERS. DIMENSIONS
ENCODER TYPE ICE METERGIENT MUST REAP W tMJXKW) PAINTM FLUE 4" ADAPTER, FL_x SCREWED
5',Syx 11'-2"x 7�-2" E41JeAi TO U3TLITY
} 2-3j4" SHACKLE OCAS PER CITY VAULT OR EQUAL 4"x4 xfi" BULL HEAD TEE. FL-
U. FT, OF RENTON SPECIFICATFONS TOUCH READ PIT LIT) SENSOR
A' G4' RFNo ("u) "- 4" 9O' LIEND CMW) MOUNTED ON STCEL I'LAM ptpg FL x
1NSTALL IN TEST COVER THROUGH IN
CO DER_
4 DRILLED FIOLE IH COVER. FL 2'-D" L
T3 LF 4" D.1 PORT A NIPPLE
.
TEE (M.I.:L) � BRASS NIPPLE WITH
12" THE BY-PASS AS$EMRLY SHALL BE
w GATE VALVk (1T_xMU} 7�,0" A 2" RESILIENT i
o � INCLUDED A�5 PART OF THE DETECTOR
SEATED BRASS GATE DOUBLE CHECK VALVE A55EMBLY 18" FOR 10" ASSEMBLY e
z J LADDER WITH VALVE AND 2" PLUG. 5/8"x3%4" EENSUS SRII (TR/PQ METER 17 1/2" FOR 9" ASSElA9LY
a' FLxMJ ADAPTOR SUPPORT BARS :2 -4" 4" FLaMJ ADAPTOR WITH ICE REGISTER, 14 1/2' FOR 6" ASSEMBLY
* PER Obi ti I - 2
4" a b" D.I. _ _ CIS PRIVATE
TQ BALIXNG PIPING PIPIN4
e
EPDXY NON -SHRINK 1T (Md I, FL)
11
GROW?
• " GATE VALVE EFL W MS1 2'-1rr
4" TEE (M16-1_3 5•_ S••
WELDED STEEL COLLAR CITY PRIVATE
TOUCH READ PIT UD SENSOR MOUNTED ON
STEEL PLATE COVER THROUGH 2" DSA PIPING PIflNG vE4
ID I.ED HOLE IN COVER. LOCATE HOLE FN3"
FROM EDGE OF PIT LID AND RIPS
{� TEE RE0IJIRED VnTH
'SHACKLING TO TEE
!2" ALL AROUND
2 -
6
_
(FL}
CONCRETE r
1,•
.
_ _ -
PRECAST CONCRETE VAUL7 OATH 2 3".3" HINCM STEEL
BLQCKkNG
-
PLATE COVER, OUTSIDE DIMENSIONS a'-13'a7'•-D'•
(EQUAL TO PEPE INC., 0R UTILIZY VAULT WITH
ALL DETECTOR DOU@LE CHECK YALVE
57-71L-8, 2 SxV DIAMOND PLATE DOO)RSI
SENSUS MODEL 52OR RADIO
READ PIT SET SENSOR
B" OR 6" FLx P.E_
ASSEMBLIES SHALL INCLUDE RESILIENT
PLAN
8',�S" Oli 3- GATE VALVE {FL:FL]
MOUNTED ON STEEL RLAT1= TVlU PIECE fin',,; 1-�.•I:.,',..t_,.�
COVER THROUGH 2' OLA. EQUAL TO OLYMPIG FOUNDRY CO-
i:IrE VATii COLLAR 1$`
FROM P_E.
SEATED SHUTOFF VALVES AND TE5T
COCKS AND APPROVED
NON -RISING STEM WITH HAND WHEE
EODAL 1-0 MIJELLER CO_A-231M-6.
➢FULLED HOLE IN COVER STANDARD 8 TOP SECTION, WIT}l
i0"- LONG
CROSS -CONNECTION CONTROL
ASSEMBLIES PER DEPARTMENT OF
REGULAR BASE SECTION LENGTH TO FI
-6`
B'- 3'-S" LONG
HEALTH LATEST APPROVED LIST
B" DR A" (LZxPE) CEMENT LJNED
5"- 4'-D, LONG
DUCTILE IRON PIPE CLASS 52 3'-6"
LONG N+T11 COLLAR 2D" FROM P.E.
DOUBLE CHECK VALVE ASSEMBLY
INCLUDES TWO RESIDENT SEATED
EDUAL TO THOSE SUPPLIED BY PACIFIC
VALVE NUT EXTENSION 1F RE;U!Pr_-
4HS17F7FF VAI VFS
�3•'
WATER WORKS UQ. INC.
(ow013"/PRGE 6o96)
"
10', 8'. OR 6' J:LANGED GDUPLJNG
ADAPTER EQUAL TO ROMAC.
12- AROUND-
1,
Ii
LI
6'.4" OR 3" D"D 1�ao M tFl) J
E4ilAL T9 S£N51JS SRII COMPOUND WITH
TOUCHREAR PITUD I,C.E. REOS7f.R k
WITH 4 WHEEL HIGH RESOLUTION AD,NSTAEpF STEEL
FEET) RE615TER. FOR 3' METER, REDUCE AT PE SUPPCIi1'
METER MTH 4'X3' FL.FL .CONCENTRIC STANQHION BOLTED
REDUCER. Tp FLOOR
GENERAL NOTES:
ALL iAETERS AND BACKFLOW PREVENTION DEVICE COMBINATIONS ARE
NOT SHM OR ENCLUDEO IN THE STANDARC DETAIL DRAWINGS, IF
YOUR PARTICULAR COMBINAIICN IS NOT SHOWN. AN APPROVED
DRAWING WILL BE REQUIRED BY THE UTILITY ENGINEERING DEPT FOR
ITS INSTALLATION,
THE PRINOPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE
LENGTH OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS,
[WHtCii CLEARANCE SHALL SE A MINIMUM OF 12" FROM THE ENDS AND
THE SIDE CLEARANCE SHOULD BE A$ TYPICALLY SHOYIIN ON THE
VARtOU5 STANDARD DETAILS}.
NOTE: DEADMAN BLDCK SHALL BE DESIGNED AND INSTALLED S❑ IT
REARS AGAINST SUFFICIENT UNDISTURBED EARTH SO AS TO SUPPORT
THE DESIGNED] THRUST-
6 • 4 OR 3 GATE VALVC
(FLxMJ) EOWAL TO
MUELLER CO A-23B0-20_
rO BUII'DING
CITY PRIuvTE
PIPHfG P14xp{C
V6' Oft 4" PExPE CEMENT
1JNE0 OUDTILE IRON PkPE
CLASS 52. LENGTH TO FIT.
5" QR 4' FLEXIBLE FLANOEU
L'UUHLJ'RG AU.Ah'IL41, "UMAU
DR APPIWV♦=D ECIUAL
TOUCH READ PIT LID SENSOR MOUNTED
NOTE:
ON STEEL PLATE COVER THROUGH 2" DIAL.
DRILLED HOLE IN COVER,
I_ LOCATE VAULT IN PLANTING AREA. NOT IN PAVING.
2. 4" AND LARGER BENDS AND TEES TO BE CAST
IRON CEMENT UNEi7,
18" FOR 10' ASSEMBLY 17
1/2 FOR B' ASSEMBLY IS
3 TEMPORARY SUPPORT SHALL BE PROVIDED UNDER
1/2'
1/2' FOR 6" ASSEMBLY
2ALVES AT THE TIME OF INSTALLATION TO CENTER
THE PIPE IN VAULT OPEN NG. AFTER COMPLETE
5r6'x3/4' INVENSYS
INSTALLATTON REMOVE THE TEMPORARY SUPPORT
TR-PL METER WTH T•-2"
AND INSTALL AD.iUSTABLE PIPE SUPPORT.
ICE REGISTER
IhSTAtL GALVANIZED LADDER FOR ACCESS.
6" ViN, DRAIN TO DAYLIGHT OR
STORM DRAIN SYSTEM WITH
AFTER FIELD INSTALLATION, MAIN DDCVA AND
CATCH BASIN 04. MANHOLE
BY-PASS DCVA VUST BE TESTED -SATISFACTORILY
BY A DEPT. OF HEALTH CERTIFIED BACKFLOW
ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED
TO CITY OF R£NTON WATER UTILITY ENGINEERING
DEPT. PRIOR TO ACTIVATION OF NEW LINE
COMPACTED FOUNDATION
" INSTALL BRASS A* FLARE TEST COCKS Willi Y." GRAVEL
FLARE CAPS.
4'x 2 1/2' FIRE DEPARTMEt•1T DOUBLE
CONNECTION FOR STAND PIPE WITH
BREAKABLE CAST IRON HOSE CAPS.
ONE EACH SIDE ECIUAL TO GRINNEL
FIG. 1662 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
CROUT (T)P.).
5" PIPE. FL x FL. 3.0" LONG
[6'& 8' ASSEMBLY. 6' SFIOF
RADIUS 90' BEND FL
1fl" A-,gFURIY 9{1'
REDUCING BEND FL.
ITO BUIL➢ING
DEADMAN
a BLOCK
REQUIRED.
8".6' FL x MJ ADAPTOR
10' ASSEMBLY 10"00"xa'TEE FL.
8' A55EMBLY B'xB"x5" TEE, FL 6'
A51AMBLY 0'4"4" TEE, FL.
10% B'• OR 6' GATE VALVE, FLx MJ,
WITH INDICATOR POST. INDICATOR
POST VALVE SAME SIZE A$ PQURLE
CHECK VALVE (MUELLER CO. OP
EQUAL). PAINTED RtD.
10`, 8", OR 6" 01tCTILE IRON
CLASS 52 NIPPLE PIPE,
CEMENT uNED, LENGTH TO FIT
PI
x
5" 90' BEND FL.�
GALVANIZED
tf�STER .ADDFP
1 AMWSTADLC STEEL PIPE SUPI'GRT,
STANCHIONS BOLTED TO FLOOR.
STD. PLAN - 330.3 4 STD. PLAN 300.8 „ sm. Pi" - 520.4 6" S" & 1 D" ❑ O U B L E DETECTOR CHECK STD . PLAN - 360.2
t PUBLIC WORKS POLY PIG STATION FOR CLEANING OF * + PUBLIC WORKS 3", 4 & 6' COMPOUND DOMESTIC sI PUBLIC WORKS ASSEMBLY WITH STANDPIPE OUTSIDE
,VARCH 2O10 I]EPARTMENT WATER MAINS -MARCEL 2010 f a. DEPAR'FMENT WATER METER ASSEMBLY MARCH 2010 _ DEPARTMENT MARCH 2010
INSTALLATION
3„MAx.
Z o0
� C]
5"MIN.
TO Cl TY
METER STACKED METER SECTION\_6" MIN. FREE
BOXES DRAININC CRAVI=-
NOTES-.
1, ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA'sj MUST BE LISTED ON LATEST LIST OF 'BACKFLOW PREVENT10r..
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE ❑F WASHINGTON
[DEPARTMENT OF HEALTH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENT4N PLUMBING PERMI'T FOR THE INSPECTION
OF THE IN5TALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAhNTAIN THE
DCVA ANO ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE DCVA MUST RE TESTED BY A STATE CERTIFIER E4CKFLOW ASSEMELY TESTER AFTLR ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S E}CPENSE_ A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING ❑EPT_, ATTN: WATER
UTILITY CROSS —CONNECTION CONTROL SPECIALIST, FAX NO. 425-434-7241.
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER VETER_
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bellevue, wa 98004
t: 425.453.9501 1 f: 425-453-8208
www.navixeng.com
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Date:
2022.09.3
418726:3,9:41- zoo'
ENGINEERS CONSTRUCTION RECORD CERTIFICATION
THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN
INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD
CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR
Z
VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD
MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT
REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY
CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE,
CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT
EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING
CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION.
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NAVIX CERTIFICATION
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W-412309
BY
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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Y PUBLIC WORKS 34" TO 2" DOUBLE CHECK VALVE SM. PLAN - 340.8 Z
DEPARTMENT ASSEMBLY FOR IRRIGATION OR O
RESIDENTIAL FIRE SPRINKLER MARC14 2010
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SURVEYED: SCALE: DATE:
VERTICAL: NAV1988
Z.NALL HORIZONTAL: NAD D1983/1991 ARCO/M U RRAY 09.26.2022 J
DESIGNED: % CITY OF FIELDBOOK:
2 RECORD DRAWINGS NAVIX 09.29.22 JET J.GREEN TOPGOLF RENTON
® 2 RECORD DRAWINGS NAVIX 06.10.22 JET DRAWN: PAGE:
'� RENTON 780 LOGAN AVENUE NORTH PAGE• O
ONE INCH DATUM (�DRAWING NO:
Q 1 RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: AT FULL SCALE RENTON WA 98057 C-4.8 a
G� J.TAFLIN IF NOT ONE INCH Planning/Building/Public Works Dept.
NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY WATER DETAILS SHEET: OF: O
J.TAFLIN 57 82