HomeMy WebLinkAboutTED4003772.6KEYMAP
SCALE: 1 "=400'
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STA 12+90.9 18.3 LT
( ) UNDER NEW 12-INCH WATER MAIN
1 0 CENTER OF PSE VAULT J01 (4)4" COMM ECD W/ MINIMUM OF 12-INCHES
W SEE PSE PLANS FOR DETAILS FOR FUTURE OFFICE OF VERTICAL SEPARATION
AND RESIDENTIAL BLDGS PSE VAULT NEW GAS VALVE
STA 13+06.5 (18.1' LT) SEE PSE PLANS FOR DETAILS
z (4)6"1(2)4" PSE ECD @ CENTER OF CONNECT TO EX COMM VAULT
U 1 (2)4" PSE ECD 444 VAULT 4" GAS MAIN (z (4)6" PSE ECD (7)4" COMM ECD
SEE PSE PLANS I
Q 1 15' CITY OF RENTON ■■C FOR DETAILS AS I
UTILITY EASEMENT
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N46'43'23 E 646.03' STA 12+67.2 (2.8' RT)(CUT-IN)
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2 12"XGATE VALVES (FLxMJ)
1 6 GATE VALVE (FLxMJ)
10 LF 6" DI (RJ
12" SPOOLLENGTH AS REQ'D)
�11)
) 12" COUPLER
W/ THRUST BLOCKING
SEE SHEET C3.1 I -EU FOR CITY OF RENTON
STANDARD WATER DETAILS AND NOTES
Ag") Call before you
12 Dgg.8-1-1 / 1
or1-S00-424-5555F'A /
UNDERGROUND
0 10 20 40 SERVICE (USA)
SCALE 171=20'
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/ PSE DRAINAGE BY-PASS �LINE
/
/ STA 9+73.1 (2.8' RT)
/ 1 121.x6" TEE (MJxFL)
1 6" GATE VALVE (FLxMJ)
1 6" PLUG (MJ)
N W/ THRUST BLOCKING
/ STA 9+67.7 (2.9' RT)
/ 1 12"x6" TEE (MJxFL)
1 6" GATE VALVE (FLxMJ)
1 6" PLUG (MJ)
W/ THRUST BLOCKING
/ STA 9+61.0 (2.8' RT)
/ 1 12" 8" TEE (FL)
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1 8" GATE VALVE (FLxMJ) 24 LF 12"-
1 8" PLUG (MJ) DI CL52 (RJ)
1 12" GATE VALVE (MJ)
1 12" PLUG (MJ)-
/ W/ THRUST BLOCKING
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PSE#2a CB TYPE I-
INTERUPT EX 6 -
"
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.
262 LF 12" DI CL52 (RJ)
----------- 0-
(2) 4 PSE ECD
STA 12+67.2 (12.4' RT) 6 2 6" PSE ECD
(1) FIRE HYDRANT ASSEMBLY c i� fu
PER COR STD PLAN 310.1 �'
WATER MAIN DEFLECTION
HORIZONTAL AND VERTICAL
UP TO 1/2 MANUFACTURER'S
RECOMMENDATIONS
------MATCHLINSEE SHEET 302 --
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(3)4" COMM ECD EXISTING STORM TO
BE ABANDONED
I 0 (4)6",(2)4" PSE ECD
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FOR DETAILS
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LAI 0 CENTER OF I =
a ■ 444 VAULT I U
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PSE#3 CB TYPE I Q
INTERCEPT EX STORM LINE
W/ SOLID LOCKING LID
RIM 22.0
c� IE 18.69 SW 15" CPEP
(2) 12" SLEEVES (MJ) IE 18.59 SE 8" PVC 1
•N W/ MEGALUGS 1
■ (3)4" COMM ECD (4)6",(2)4" PSE ECD
GAS S A
n0 ■■■COM■■■■COM■■■■COM ■■■COM■■■■CO ��■COM■■■■COM�'��■COM■■!■COM�■■■ �i�SuCD�
AS
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5 LF 12" DI CL52 (RJ) \ 262 LF 12" DI CL52 (RJ)
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RIM 21.90 13 LF 15 PSE#2, CB TYPE I I
IE 19.00 NE 15" CPEP SD ® 9.6% W/ SOLID LOCKING LID
IE 19.00 S 6" PVC RIM 21.95
CONTRACTOR TO VERIFY ELEVATION IE 18.05 NE 15" CPEP
OF EX SD PRIOR TO CONSTRUCTION IE 18.20 SW 15" CPEP
_ IE 18.00 N 18" CPEP
STA 9+97.4 (2.9' RT)
1 12 TEE (FL)
2 12" GATE VALVE (FLxMJ)
1 12" ADAPTER (FLxMJ)
W/ THRUST BLOCKING
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36936 Q.
O\ R T 11CO 11111011111
O �Q U T 14 P® r !'I.
OUGHLINPORTERLUNDEEN
DNAL E�
STRUCTURAL CIVIL SEISMIC ENGINEERING
STA 10+42.9 (2.9' RT)
1 12"x6" TEE (FL)
1 6" BLIND FLANGE (FL)
REMOVE EX 6" GATE VALVE FOR
INSTALLATION OF 6" BLIND FLANGE ON TEE)
W/ THRUST BLOCKING
NO.
RECORD DRAWINGS
REVISION
�169 LF 15" SD @ 0.5-
%
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SURVEYED:
DESIGNED:
EISB
DRAWN:
LPL
CHECKED:
JNP
AP P R I APPROVED:
CONCRETE RETAINING WALL
(UNDER SEPARATE PERMIT)
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
Approved By:
Approved By:
-CONNECT TO EX GAS
SEE PSE PLANS FOR DETAILS
--546'52' - J
STA 15+29.3 (4.8' RT)
22.00' (2)6" PSE ECD - CONNECT TO EX 12" GATE VALVE
E
PSE VAULT PV4 PER COR STD PLANS 300.5,310.1
$ CONTRACTOR TO FIELD VERIFY
SEE PSE PLANS FOR DETAILS
VALVE CONFIGURATION AND LOCATION
(2)6" PSE ECD PRIOR TO CONSTRUCTION
h PSE VAULT PV3
SEE PSE PLANS FOR DETAILS
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S=377203
VERTICAL: NAVD 1988
HORIZONTAL NAD 1983/1991
DATU M
W=377704
CITY OF
RENTON
Planning/Building/Public Works Dept.
Date:
Date:
R=377206
THE HOTEL AT SOUTH PORT
RENTON WASHINGTON
UTILITY PLAN -
EARLY UTILITY
6.1.2015
PAGE:
DRAWING NO:
C303-EU
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