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G 14 LF 10" DIP CL 52
rr PROPOSED ROW DEDICATION
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Q 4LF10"DIP CL52
0 STA: 5+03.00 5
w 1 - 10" 22.5° BEND (MJ x MJ)
1 - THRUST BLOCK
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@CONNECT
U-1 STA: 5+00.00
TO EXISTING WATER MAIN 25
Q CITY FORCES) PER COR STD PLAN 300.1
1 - 18" x 10" TAPPING TEE (MJ x FL)
1 - 10" TAPPING GATE VALVE (FL x MJ) 20
1 - THRUST BLOCK 7
2.28'
PROPOSED SEWER
PROFILE 1
SCALE: 1" = 20' H
1"=10'V
35
INSTALL WARNING TAPE OVER SHALLOW
PORTION OF THE WATER MAIN (WHEREVER
COVER IS LESS THAN 3-FEET)
6" DI STORM BOT 29.49
ETHAFOAM PAD
STA: 5+35.31
1 - 10" 45° BEND (MJ x MJ)
-1 - THRUST BLOCK
PROPOSED GRADE
AT WATER q
-------------I--
1.5' MI
STA: 6+44.70
1 - 10" 11.25' BEND (MJ x MJ)
1 - THRUST BLOCK
j EXISTING GRADE
I AT WATER cL
IN AREAS OF FILL, NEW PARKING
LOT AND/OR ROADWAY SUBGRADE
SHALL BE FILLED AND
COMPACTED BEFORE EXCAVATION
FOR INSTALLATION OF NEW
WATER MAIN.
1.5' MIN
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5+50
6+00
6+50
7+00
7+50
DEFLECTIONS AS NECESSARY, PER HALF MANUFACTURERS RECOMMENDATIONS TO PROVIDE
MINIMUM 2.0' OF COVER AND MAXIMUM 5.0' OF COVER
7 LF 10" DIP CL
PROPOSED
GRADE STA: 9+01.47
AT WATER q 1 - 10" x 6" TEE (FL x FL)
1 - 6" GATE VALVE (F L x MJ)
1 - 10" GATE VALVE (F Lx MJ)
1 - 10" FL x MJ ADAPTER
STA: 8+12.97 1 - THRUST BLOCK
1- 10" 11.25' BEND (MJ x MJ)
1 - THRUST BLOCK PROPOSED
EXISTING GRADE STORM"*
AT WATER PROPOSED
PIP1
301--- 17 ------------1— r- 1.6V
25
20
PROFILE 2
SCALE: 1" = 20' H
1"=10'V
®R
Know what's below.
Call before you dig.
STA: 9+08.47
1 - 10" x 6" TEE (FL xFL)
1 - 6" GATE VALVE (F L x MJ)
1 - 10" GATE VALVE (F L x MJ)
1 - 10" FL x MJ ADAPTER
1 - THRUST BLOCK
5.67'
51'
IN AREAS OF FILL, NEW PARKING
LOT AND/OR ROADWAY SUBGRADE
SHALL BE FILLED AND
COMPACTED BEFORE EXCAVATION
FOR INSTALLATION OF NEW
WATER MAIN.
PROPOSED ROW DEDICATION
INSTALL 84 LF OF 10" D.I.
RESTRAINED JOINT WATER MAIN
APPROX. LOCATION
OF EXISTING POWER
39 LF 10" DIP CL 52
18" STORM BOT 27.09
APPROX. LOCATION
OF EXISTING GAS
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8+50 9+00 9+50 10+00 10+50
DEFLECTIONS AS NECESSARY, PER HALF MANUFACTURERS RECOMMENDATIONS TO PROVIDE
MINIMUM 3.0' OF COVER AND MAXIMUM 6.0' OF COVER
STA: 7+71.77
1 - 10" 90° BEND (MJ x MJ)
1 - THRUST BLOCK
5 LF 10" DIP CL 52
STA: 7+87.02
1 - 10" x 6" TEE (FL x FL)
1 - 6" GATE VALVE (FL x MJ)
1 - 10" GATE VALVE (FL x MJ)
1 - 10" ADAPTER (FL x MJ)
1 - THRUST BLOCK
35
---�30
25
20
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35
STA: 10+63.73
CONNECT TO EXISTING WATER MAIN 2
- - - 30 CUT IN TEE (BY CITY FORCES) PER COR STD PLAN 300.4 C6.40
1 - 12" x 10" TEE (FL x FL)
1 - 10" GATE VALVE (FL x MJ)
25 2 - 12" GATE VALVE (FL x MJ)
2 - 12" SOLID SLEEVES (MJ)
1 - 10" SOLID SLEEVE (MJ)
20 1 - THRUST BLOCK
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*"STORM DRAIN AT CROSSING SHALL BE CL 52 DI. CENTER OF WATER MAIN PIPE AND STORM DRAIN PIPE SHALL BE
CENTERED AT THE CROSSING POINT TO MAXIMIZE THE DISTANCE OF THE PIPE BELLS FROM THE CROSSING JOINT.
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T A C O M A • S E A T T L E
2215 North 30th Street, Suite 300, Tacoma, WA 98403
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101
GPI Engineers
Shuctural Engineers
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Land Surveyors
Neighbors
253.383.2422 TEL
206.267.2425 TEL
1
PERMIT
REVISION
2
PERMIT
REVISION
3
PERMIT
REVISION
N O
REVISION
JN
3/18/22
DT
SURVEYED:
T.L.
JN
4/25/22
DT
DESIGNED:
J.N.
JN
5/12/22
DT
DRAWN:
J.N.
CHECKED:
DT
BY
DATE
APPR
APPROVED:
SCALE:
PER SHEET
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1083/1091
DATU M
VERTICAL BEND TABLE
VB #
STATION
DESCRIPTION
STA: 5+04.17
VB #1
1-10" 11.25° VERTICAL BEND (MJ X MJ)
1- THRUST BLOCK
STA: 5+17.73
VB #2
1- 10" 11.25° VERTICAL BEND (MJ X MJ)
1- THRUST BLOCK
0712612022
CITY OF
RENTON
1-`R
i4siv
Planning/Building/Public Works Dept.
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WATERSHED APARTMENTS 03/18/2022 =
CIVIL CONSTRUCTION PERMIT FIELDBOOK: U)
PAGE
DRAWING NO: LU
WATER PROFILE AND NOTES C6.20 Q SHEET: OF:
20 46