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Match Line -
See Sheet C5.01
- - - - - -
- -
- - - - -
- - - - - - - -
1 12"x6" TEE
�"16 "GATE V
W/ THRUST BLOCKING
SEE DETAIL 1
STA 14+87.5 (.0'
- - - - - - - -
(FL)
FLxMdy
VE (FLxMJ)
Rt.)
- - - - - - - -
FIRE HYDRANT ASSEMBLY
PER CITY OF RENTON STD 31]4SEWNT
19 LF 6" DI CL52 SPOOL
:::::. .:::CON
This cons tion :record is: 'a
LUNDEEN r�d .has :been: entit
of the st ;:sanitary sewer.
rim elevatio�is:were :obtaineda
GOUGHLIN PbRtk LUUNDEEN- I
accuracy rl_completeness ofl
:;.
COMBINED
/ WATER I
I' : :I
UC 0 RECORD DRAWING I
opy of a CAD fileprepared y CQUGHLIN ORTER Approved By:
'a re lect field Verified inv rt a d rim el ations Approved By:
Ind at r main stems. Fiel �erilfied inve and
R N COMPANI US, INC �n ully 2017.
C d es of provi e any wanaige as to tie Approved By.
uch i fo ation rovided by lo� .
f Approved By:
(1) 12" 4 ° BEND (MJ +
/ HRU BLOCKING
SEE DETAI 2/C5.10
STA 1 +8 7 (0.0' Rt.
,•a;r
SEE DETAIL 5 C5.10
19.0 Rt�
I:::::::::::::::I
OI: : :
21 LF 1 " I L52
r I
(1) 12" 45° BEND (MJ)
4" COMM CONDUITS
��,,_<S'EEDETAIL 12
c
(1) 12°x6" TEE (FL)(ty
12 ADAPTOR (FLxMJ)
1 12" GATE VALVE FLxMJ
I/
I
I::::: ::: :::::I
(1 1 "x
(1� 6 G
W/ T RUS
SEE ETA
TEE (MJxFL
VALVE (FyxM
BLOCKING
1/C5.10
)I
W/ THRUST BLOCKING
1 6 GATE VALVE (FLxMJ))
W THRUST BLOCKING
I:::: :;::::::: I
I. • . ; :�
STA 1 +1
0 (0.0 Rt.
-�� STA 15+16.5 (0.0' Rt.)
15' WATER EAS ENT 15 LF 12" DI 1JL52
26 LF 12" DI CL52 -- ------ -- ----------- -- -- -:"- -- ---------- -
i :':' ;:;: :':; ....
1:19 :Lf '12 ' :DI: CL52' : ' : Dt CL52: 72. LF 12 : DI 'CL5 .::::: ::: ::: ::: : ;
:X:14+QO_. ... 14+5:0 :;:;:;:;.;.'. :::1:5;+00 . 1.5+.59 . . 15+. .0 (1) 12 4 BEND (MJ)
(1) 12 4) BEND (MJ)
W TH US BLOCKING
N' 2 :45.55. ' E ' : 20.77' : ' : :
W THRUST BLOCKING
�.
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y ::: :::: ; :: :.
:1
/ 1
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S AIL 2 C5 0
0
Q
S AI 2 5.10 - : .� ��:�:���� SEE DETAIL /C o. ... ; : � . +2�.4 5.0 Lt.
STA 13+41.9 0.0 Rt- /::::�� : a s
( ) CONDUITS TO BE 12" CLEAR BELOW 3 WATER METER I 1 16 LF 4 �, FDC
�� oh PE COR STD N CL52 "'
__J4 2"
STA 1
17 LF
TOP OF COMM CONDUIT TO BE BELC
BOTTOM OF FUEL LINES. ASSUME FU
LINES 6' DEEP TO TOP OF PIPE. TO
OF COMM = 9' BELOW FINIS GRADE
OR LOWER - SEE PROFILE
c
GROUP HEALTH UV-444
COMM VAULT
(4) 4" COMM CONDUITS
SEE DETAIL
C5.11.
LINE. pEPTH= 6.5'+ BELOW s I 0 LF 6 DI CLJ2
SE DETAIL -
/ FINISGRADE11 0 o
„ 13 LF 4 1 6 90° BEND (RJ) �o . ' . . . . . . .
2 D CVA SEE ESCAPE PLANS O
DI CL52 W RESTRAINED JOINT
OR BACK LOW PREVENTION DETAIL /
- - - - SE DETAIL 2/C5.10
L-: 'J �o
4„ I: ICI
E L'SCAP -- - - -
SE E PLANS 36 LF 4 DI CL52 W THRUST BLOCK
FOR C - - - - SEE DETAIL 0
TAPPING TEE � - •T�
:I - r. ...
f€ SALVE
'IV� �� TRANSFORMER ..
R P R COR STD's J ; VAUL I:::
SEE DETAI
4 �o o
TYPE K COPPER �� a C
�
r
(4) 4 COMM CONDUITS
4 DOMESTIC
�'
SEE MECHL PLA
CN
1 4" 90° BEND MJ
FOR CONTINUATIO
I::: ::: :
��
m
THRUST BLOCKING
6" FIRE DEPT CON
I ;
I
m
_ _ J
„
6 SSCO
SEE DETAIL 2/C5.10
SE
POINT OF CONNECT
SEE MECHL PLANS
: :
,
5 FIR M EASE E C.L.
� �
- 5�
RIM TO GRADE
IE �6 99
FOR CONTINUATION
PRECISE BUILDING
1:::::::::
I::::::::
I 6' 0 FACE OF CURB
nout
DRAWN WATER CONNECTIONS
ARE EXAGGERATED FOR CLARITY
CONNECTION LOCATIONS
: ; :
w
:::
o : ' :
,
6" SANITARY SEWER POC SEE MECHL PLANS FOR PRECISE
6" FIRE SERVICE
o'
I:. :: q
A
ca
I
33 LF 6" SS @ 2.0%
- BLDG CONNECTION LOCATIONS
IE=17.75
SEE MECH L PLANS
b
I
D
SEE MECHL PLANS
FOR CONTINUATION
FOR CONTINUATION
llWll �I■ 6" SSCO o:
o K I:::;:'•::':�
L 0 UAIL ' b o RIM TO GRADE
IN I::: ::I N IE 17.65
w :I �, RPBA AND DDCVA TO BE LOCATED I:. ::i. ..
k WITHIN THE BUILDINGS SPRINKLER ROOM
- SEE MECHL PLANS
Y.11
ANDco
DELE ATIONOOF EX (; : : '.:..: I
SEE DDCVA DETAIL
12" WATE STUB F ND I :
t
I BLOW Of ASSEMLY RI D PROVIDE 2" HOLE DRILLED THROUGH WALL
I. IE 15. OF FIRE SPRINKLER ROOM FOR CITY S + .
LI r Cleano 6
INSTALLATION OF RADIO READ UNIT FOR
L7IMI I : : I E-17.75ARY SEWER POC
.� .� THE DETECTOR METER ON THE FIRE `-
l7SEE MECHL PLANS SPRINKLER DDCVA
r - ' - 6" 5.1 % FOR CONTINUATION
�o I::: i ICI
IF-
20' COMBINED SEW I O
� c c �.:.: � 6 SSCO WATER EASEMENT
Cf)I J m - :.I RIM TO GRADE
co
1 6 GATE VALVE FLxMJ r� ��� �.�� IE 17.50 I•.•.•;•.::w:,.:• I � I � I I U
THRUST BLOCKING )
:: I / I::N :::: 1 Cleanout I :: :: r 4J
114-1
0
FIRE HYDRANT ASSEMBLY
FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD 310.1
� - _ - - - - - - - - - : - -J::: :::I �, PER CITY OF RENTON STD 310.1 22 LF 6 DI CL52 SPOOL
N .T' : 20 LF 6 DI CL52 SPOOL
::::::: .: '; . . -. : : SEE DETAIL 5/C5.10
-8 LF :12 'DI: CL52 r SEE DETAIL 5 C5.10 STA 18+26.9 16.7 Rt.
Dk ;CLS� ::.:::.:::::::::: : ; . STA 12+01.6 (20.0 Rt.)
1 12 EE FL I ... . .. .
„
( ) r
(PU
BLIC).:.
.1}
8
3 12 TE VALVES FLxMJ
I
1140
" I
:- ::}#F=8 .8 : ; o ... W THRU T BLOCKING W
/ Buildin C
* I STA 11 + .1 (0.0 Rt.)
S °45'55"w: 5:18'
■ -
•
■ CONDUITS TO BE 12" CL R �: : :: I # SSMH - 54" + : I r J
BELOW WATER LINE. DEPT = I::: .: :: :I - : ' : ; : ' : ' 'i°::I
II M=21.88 CS 001 I s
vc E RctP E-w 6.5'+ BELOW FINISH GRADE
N - - - - - - - - _ I . IE=9.44 8"(IN)E 1 V
H ONNECT EX SS H . ' IE=14.46 6"(IN)NW 1 12"x6" TEE FL r
:. IE=9.24 8"(OUT)S ( ) I:::: : r :::::I
i T EX 12 TUB V EX O.P.L. 1 12 FLxMJ ADAPTOR :.
" AND 14" PETROLEUM LINES I _� m SEE CITY STD P 40 2 „
W = 1 12 GATE VALVE (FLxMJ)
UST E RIM TO GRAD PROVIDE JOINT BONDING, TEST STATION I : : SEE DETAIL 11 1 6" GATE VALVE (FLxMJ)
E=6.70 AND ANODES (DETAIL AND PROFILE ON \ I:N C5.10 )
SHEET C5.21 W/ THRUST BLOCKING
CI ) p :::
: SEE DETAIL 1 /C5.10
rat m .:.:
o n..
Cflr r I STA 18+26.9 (5.0 Lt.) I:::::: I
*CONNEC `�'
(1 COUPLING
r o S DETAIL 1 /C5.10 I
`` w o E CATHODIC PROTECTION o ::: r.::::
T > DETAIL ON SHT C5.21 '" N
� STA 10+21.9 (13.2' Lt.)
2 ED S R/ NOTE: F-- r
�� 71 C o WATER EASEMENT INSTALL NEW 12" WATER FROM EX 4 VALVE CLUSTER �� l
m �m o
' °J IF EX STUB IS NOT INSTALLED AT CORRECT ELEV AS '" T r � �.5';.: 1 ;0' I;:;:::: ::::'
1►WI� > �' qLR : . L� : I
SHOWN ON PROFILE SHEET C5.21
Ld
6-=
FIRE HYDRANT ASSEMBLY
PER CITY OF RENTON STD 310.1
18 LF 6" DI CL52 SPOOL
SEE DETA C5.10
STA 11+15.1
1�12"x6" TEE (MJxFL)
„
In Compliance W/ City Of Renton Standards
Date: _
Date:
Date:
Date:
Call before you
D;g.8-I-I
or I-800-424-5555
UNDERGROUND
SERVICE (USA)
NOTE: SEE DETAILS FOR PIPE BEDDING, �� 10
UTILITY NOTES AND SPECIFICATIONS, AND ccc
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
NOTES:
1. MARK LAMPARD AT KING COUNTY WTD MUST BE CONTACTED AT
206-477-5414 THREE (3) WORKING DAYS IN ADVANCE OF
CONSTRUCTION ACTIVITY ON KING COUNTY PIPELINE/MH.
2. NO DEBRIS SHALL BE ALLOWED TO ENTER THE KING COUNTY
SEWER SYSTEM DURING CONSTRUCTION OF THE CONNECTION TO KC
MH R18-12.
3. KC MH R18-12 SHALL BE UNLOADED ALL AROUND OR STRUCTURALLY
SUPPORTED DURING CONSTRUCTION TO AVOID UNBALANCED SOILS
LOADING.
4. ALL WORK ON THE KING COUNTY PIPELINES AND FACILITIES SHALL
NOT BE BACKFILLED UNTIL THE WORK HAS BEEN INSPECTED AND
APPROVED BY A KING COUNTY REPRESENTATIVE.
5. THE PROPOSED CONNECTION TO KC MH R18-12 SHALL BE PLUGGED
AND NOT PUT INTO SERVICE UNTIL THE TRIBUTARY SYSTEM HAS BEEN
CLEANED, INSPECTED, TESTED, AND APPROVED BY THE CITY OF RENTO
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 ��
WATER METER/FH ®
STORM CB/MH L J � � I�
SEWER MH/CO � � o OO •
GAS VALVE/METER 9 0 kl 13
STREET LIGHT � o-❑
TITLE
LONGACRES
BUSINESS
CENTER
SW 27TH ST &NACRES
AVE sw
CONSULTANT COUG H LI N
PORTER
LUNDEEN
801 SECOND AVENUE -SUITE 900
SEATTLE, WA 98104
P: 206/343-0460
F: 206/343-569
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
03/15/2016 CSK-001 (change layer and color)
KEY MAP:
PROJECT NUMBER C152268-03
DRAWN BY SAS
ISSUE DATE 05/04/2017
SEAL
x 0
36936
GrsT>✓��Gti 10
W A� I�1
ANAL E �
SHEET TITLE /NUMBER
Utility Plan
C5002
(1) 12"x6" TEE
(MJxFL)
W/ THRUST BLOCKING
STA 12+01.6
0' Rt.
Match Line -See Sheet C5.03 S-388303 W-388303 R-388334