HomeMy WebLinkAboutW-412302SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
SEE SHEET C-4.2 FOR CONTINUATION
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STA: 0+83.5
20 LF 12" DI
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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
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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
c
Cn 6m 2" IRRIGATION 320.2
WATER METER
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►91
29 _ a
= LF 12" DI
LF 12" DI-
I —
15' WATER UTILIT
EASEMENT
LL.
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O 13 LF 6" DI
8
6+00
65 LF 12" Di
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14
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
7 -
5 LF 12" DI
26+00 6
LF 12" DI' 3
5
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23+09
22 �
2 + �TA.J4+12.311
�26 LF 6" DI o
29 LF 12" DI o
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4+00 0
2 LF 6" DI
19 LF 12" DI
12 LF 6" DI
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WATER SCHEDULE
KEY
NOTE
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NOTE
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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)
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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
O
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
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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
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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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WA
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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