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15' CITY OF RENTON
UTILITY EASEMENT
(1) FIRE HYDRANT
ASSEMBLY
PER CDR STD
PLAN 310.1 /
/
(2)4"
/
(2)4"
a
(2)6"
(4)6",(2)4" o,
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KEYMAP
SCALE: 1 "=400'
SEE SHEET C3.1 I -EU FOR CITY OF RENTON
STANDARD WATER DETAILS AND NOTES
Approved By:.
Approved By:.
Approved By:
Approved By:.
Date:
Date:
Date:
Date:
MATCHLINE - SEE SHEET - C301
I -olo / T� -` ` (2)4" PSE ECD Call before you
�, ____ _ _� Djg. 8-1-1
h \or
UNDERGROUND
f SERVICE (USA)
I� \ ✓ \ \ 0 10 20 40
1 I: (3)4" COMM ECD
,,.- p� RSE VAULT J04
�J r" SEA PSE PLANS FOR DETAILS
�2; 4" PSE ECD \ SCALE 1 =2026PSE ECD
" 1 \
c� \
—4" GAS MAIN P
SEE PSE PLANS ` �z6� r \ \
FOR DETAILS e �zs� `'� ,p
iJ (2)4" PSE ECD
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PSE VAULT J05-----------,)
D \ \ SEE PSE PLANS83FOR 6DETAILS
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_ ' PSE DRAINAGE BY --PASS LINE ti A �- �
_0� 1
_P
1 D STA 32+27.0 (2.6' LT)
DRY -UTILITIES CONDUITS TO CROSS
N 1 12 x6 TEE (FL) UNDER EXISTING 12-INCH WATER MAIN INTERC6T EX CONDUIT
2 12" GATE VALVES (FLxMJ) ti W/ MINIMUM OF 12-INCHES i SEE PSE PLANS FOR
1 6" GATE VALVE (FLxMJ) OF VERTICAL SEPARATION ,LOCATIONS AND DETAILS
10 LF 6" DI RJ fF
�1� 12 SPOOL (LENGTH AS REQ D)
I
1 12" COUPLER
W/ THRUST BLOCKING _
D 2 4" PSE ECD
1
2 6" PSE ECD I
DRY -UTILITIES CONDUITS TO CROSS -
+� UNDER NEW 12-INCH WATER MAIN
W/ MINIMUM OF 12-INCHES
ti
/ OF VERTICAL SEPARATION
a
0 STA 31 +91.6 (5.8' RT)
Ln @ CENTER OF 444 VAULT
STA 31 +69.9 (19.2' LT)
CENTER OF PSE VAULT J02
I� SEE PSE PLANS FOR DETAILS (22)
I
■ STA 31+69.4 (29.7' LT) EXISTING STORM TO
I� O 0 CENTER OF PSE VAULT SW2 BE ABANDONED
IO y SEE PSE PLANS FOR DETAILS
STA 31 +55.7 (25.3' LT)
+ ■ 0 CENTER OF PSE VAULT SW1
M I � SEE PSE PLANS FOR DETAILS
s 1 0-
L 1�
C_V ■ I
Il I : DRY -UTILITIES CONDUITS TO CROSS
CD I I UNDER NEW 12-INCH WATER MAIN
nI I O W/ MINIMUM OF 12-INCHES
■ N OF VERTICAL SEPARATION VVMJ I
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1
MATCHLINE -SEE SHEET C303
CONSTRUCTION RECORD DRAWING
This construction record drawing is a copy of a cad file prepared by
COUGHLIN PORTER LUNDEEN and has been edited to reflect field
verified invert and rim elevations of the storm, sanitary sewer and water
main systems. Field verified invert and rim elevations were obtained by
KLB CONSTRUCTION IN APRIL 2017
The on -site private storm drainage facilities and public/private water and
sewer systems were installed in accordance with the approved plans and
the documented field revisions and function as intended.
P
MERL
36936 W 5 O U T 14 P 0 r) T 1110 11V1I or.11T 111.
OUGHLINPORTERLUNDEEN
STRUCTURAL CIVIL SEISMIC ENGINEERING
SURVEYED: SCALE:
DESIGNED: AS NOTED
BSB
DRAWN:
LPL ONE IN
RECORD DRAWINGS 8.10.2017 CHECKED:
J N P AT FULL SCALE
IF NOT ONE INCH
N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
VERnCAL NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
R CITY OF
MIL
RENTON
Planning/Building/Public Works Dept.
THE HOTEL AT SOUTHPORT
RENTON WASHINGTON
UTILITY PLAN -
EARLY UTILITY
6.1.2015
PAGE:
DRAWING NO:
C302-EU
SHEET:
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