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Match Line - See Sheet C5.03
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FIRE HYDRANT ASSEMBLY X\
PER CITY OF RENTON STD 310.1
19 LF 6" DI CL52 SPOOL
SEE DETAIL 5/C5.10
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STA 45+36.5 (13.5' Lt.)
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\ (1) 12„ x6 TEE (FL)
Building SDI (1) 12" FLxMJ ADAPTOR
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1 12 GATE VALVE (FLxMJ)
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F F= 24.00 11 6 GATE VALVE (FLxMJ)
W/ THRUST BLOCKING
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STA 24+20.5 (7.0' Lt.)
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FIRE HYDRANT ASSEMBLY
PER CITY OF RENTON STD 310.1
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20 LF 6" DI CL52 SPOOL
SEE DETAIL 5/C5.10
W
STA 24+20.5 (15.0' Rt.)
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7,
6 SANITARY SEWER POC
52 LF " SS @ 2.8% IE=18.754
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8"x6" 'WYE' RIVA E) SEE MECH'L PLANS
FOR CONTINUATION
...�. .I IE=16.55 ::_I I
52 LF
FOR
2" IRR
SEE DI
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15' WATER
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6" SSCO 20' COMBINED SEWER/
RIM TO GRADE WATER EASEMENT
IE 18.65 :;:::
Cleanout (2) 4" PVC POWER CONDUIT I r o
RPBA AND DDCVA TO BE LOCATED
W •'�''N. I I I I I
WITHIN THE BUILDINGS SPRINKLER ROOM
6 SSCO SEE MECH'L PLANS
SEE DDCVA DETAIL c5.�
RIM TO GRADE
IE 18.65
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PROVIDE 2 HOLE DRILLED THROUGH WALL I : � : � : � : • :,,- I �
Cleanout m I
OF FIRE SPRINKLER ROOM FOR CITY S _
6" SANITARY SEWER POC INSTALLATION OF RADIO READ UNIT FOR
SS (� 1.7% IE=18.75 THE DETECTOR METER ON THE FIRE ; ::�::: i» cEoaR
IVAT SEE MECH'L PLANS SPRINKLER DDCVA :: ' . ' I
FOR CONTINUATION
W cy
b 4"
DOMESTIC WATER �I:.:::: : ITER I
SEE MECH'L PLANS : I �RKER I
(4) 4" COMM CONDUITS I :: l \ m
- � FOR CONTINUATION :I
IRE HYDRANT ASSEMBLY 6" FIRE SERVICE W -s} 7 FROM EASEMENT C.L. o
TRANSFORM :R :VAULT I:
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ER CITY OF RENTON STD 310.1 SEE MECH'L PLANS .:::.:•. . " I 5�SPOOL FOR CONTINUATION I
T 1 .0 Rt. WA L O NT D FD W
)CVA SEE L SCAPE PLANS 5 m
BACK LOW PREVENTION DETAIL 24 LF 6" DI C 52 - LF 4 DI CL52 (::::. . : R \
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SEE L SCAPE PLANS I ::::: I p
FOR CONTINUATION .: I
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ER COR STDs I : "'
.0 (1) 10%6" TEE (FL) 1 10;;x6" TEE (FL) 3" WATER METER 1 12x10" TEE (FL) : •.\\ J \\ \ �'
PER CITY OF
6GATE VALVE (FLxMJ) 1 10 ADAPTER (FLxMJ) W 2 12" GAT LVES (FLxMJ) ::': : :\ \ \ WATER
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10" CAP AND PLUG MJ 1 10" GATE VALVE FLxMJ SEE DE STDs L \ MARKE
( ) ( SEE DETAIL 11 1 10 G E VALV J) � �: � : � : � :\ \
W/ THRUST BLOCKING 1 6" GATE VALVE (FLxMJ) W THRUS BLOCKING
W HRUST BLOCKI \
/ c5. � ST 25+61 7 (4.0' Lt.)
1 10"x4 TEE I \ \ \
1 10" GTE VAL E (FLxy..:
1 10" A PTER (FLxMJ)
1 5 LF 0 SPO L I : :.::I :: : :::\ : \ \ \ \
W THRUS BLOCK NG : :\
I. :;:.:.I A:::.:�.:..::A J A �v
(4) 4" PVC POWER CONDUITS I \ ; : : : • :: \ \ \ \
SEE DETAIL 12 I ::::: I : I ::: •\ ` \ Z� \
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�: \:::::::.:Z•::.\ J \ \
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M INED SEWER/ \
WATER EASEMENT \
(4) 4" PVC POWER CONDUITS
SEE DETAIL I:.:..:. :1 \••.. .'.'.\ � \
c / 15 WATER EASEMENT
I
Match Line - See Sheet C5.05 S-388305
Approved By:
Approved By:
Approved By:
Approved By:
In Compliance W/ City Of Renton Standards
Date: _
Date:
Date:
Date:
CONSTRUCTION RECORD DRAWING
This construction record is a copy of a CAD file prepared by COUGHLIN PORTER
LUNDEEN and has been entitled 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 RYAN COMPANIES US, INC in July 2017.
COUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the
accuracy or completeness of such information provided by others.
Call before you
r .8-1-1
g
or 1-800-424-5555
UNDERGROUND
SERVICE (USA)
0 10 20 40
SCALE 177=20'
NOTE: SEE DETAILS
2 4 10
FOR PIPE BEDDING, c5.11 c5.11 c5.11
UTILITY NOTES AND
SPECIFICATIONS, AND WATER GENERAL NOTES
CONTRACTOR TO CONTACT SPU TRANSMISSION
CREW CHIEF ROGER COX: (206) 399-2496
WITH A MINIMUM 72 HOURS NOTICE PRIOR
TO BORING CONSTRUCTION. AN SPU
REPRESENTATIVE SHALL BE ONSITE DURING
ALL WORK WITHIN SPU PROPERTY.
NOTE:
ALL SANITARY STORM PIPE (SS) SHALL BE
PVC SDR 26 OR APPROVED EQUAL
WATER PLANS
REVIEWED BY: ABDOUL GAFOUR 1/29/16
WATER UTILITY SUPERVISOR
CITY OF RENTON (425) 430-7210
Legend
EXISTING REMOVE PROPOSED
RIGHT OF WAY - -
PARCEL LINE
ASPHALT PAVING
CONCRETE PAVING ,;:::.::.••',
BUILDINGS
GRAVEL
ROCKERY --
CURBING
CONSTRUCTION LIMITS LIMIT
WATER LINE W
STORM DRAINAGE LINE --SD
SANITARY SEWER LINE --SS
POWER P p
TELEPHONE LINE T T
GAS LINE G G
TREE
IV
WATER METER/FH ® t
STORM CB/MH L J
SEWER MH/CO \ ) o OO •
GAS VALVE/METER 9 0 b 13
STREET LIGHT \ o-❑
W-388305
TITLE
LONGACRES
BUSINESS
CENTER
SW 27TH ST & NACHES
AVE SW
CONSULTANT COUGHLIN
PORTER
LUNDEEN
801 SECOND AVENUE - SUITE 900
SEATTLE, WA 98104
P: 206/343-0460
F: 206/343-5691
A CONSULTING
STRUCTURAL AND CIVIL
ENGINEERING CORPORATION
ISSUED:
DATE DESCRIPTION
03/09/2016 BUILDING PERMIT RESUBMITTAL
05/04/2017 NW CORNER UPDATE
07/17/2017 AS -BUILT SET
KEY MAP:
PROJECT NUMBER C152268-03
DRAWN BY SAS
ISSUE DATE 05/04/2017
SEAL
ti z
Q 36936 O
GISTIt 1�1
ONAL E
SHEET TITLE / NUMBER
Utility Plan
C5004
R-388336