HomeMy WebLinkAboutW-412304SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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15' WATER UTILITY
J Ii i EASEMENT
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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
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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: 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
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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