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C CRENTON
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
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THE NORTHWEST
QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, KING COUNTY,
WASHINGTON
Date
STA. 2+68.43, 18.27' RT
Date
-
8" WET TAP SEE STD. PLAN B115 ON
Date
SHEET C4.6 FOR CONNECTION 6ETAIL
1-8" TAPPING TEE
PROVIDE 3/4" DOMESTIC
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1-8" TAPPING VALVE (FLxMJ)
WATER METER PER STD. DWG
B106 ON SHEET C4.5
1-CONC. THRUST BLOCK �5��
STA., 2+68.47, 42.00' RT Li
1-8" GATE VALVE (MJxFL)
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BE DETERMINED BY FIRE SYSTEM DESIGNER,
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EXISTING 12" WATER
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STMH TTjSFRV=23.26
ALK 24" CPP (NW) IE=16.27'
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IE = 19.87 (EXST EXISTING FIRE HYDRANT
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18" CPP IE=16.78' NO TRUCKS
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CB j1680 RIM=24.48'
12" PP IE-14 49' (Nw) I O
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12" PP IE=14.52 (S)
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18" CPP IE=16.85'
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1856 RIM= 49'
12" (S) IE=16.44'
18" CPP ) IE=16.71'
12" PVC (N- ) IE=16.9
1 CPP (NE) IE=16.60'
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Civil Engineers
Structural Engineers
Landscape Architects
Community Planners
Land Surveyors
Neighbors
T A C O M A S E A T T L E
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253,383.2422 TEL
316 Occidental Avenue South, Suite 320, Seattle, WA 98104
206.267.2425 TEL
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25 -
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CB# 1751 RIM= 25.0
24" CPP (S) IE=17.3
18" CPP (SW) IE=17.
8" PVC (S) IE=20.8E
12" PVC (NE) IE=17.
CB# 1781 RIM= 25.6
12" CPP (NW) IE=15,
12" CPP (S) IE=15.8
I II II
4" SPRINKLER SUPPLY------- 3
SIZE TO BE CONFIRMED
3
D DESIGNER
RECORD NOTE 05/19/09
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS.
WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE,
AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR
ERROR OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THIS DOCUMENT AS A RESULT.
THOSE RELYING ON THIS RECORD DOCUMENT ARE
ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS
ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE.
AHBL JOB NO. 207533.10
✓� EXISTING FIRE HYDRANT
PROVIDE 5" STORZ FITTING
�<
<< 4< LEASE PARC
s89'1o'29"E PROM
WATER METER PER STD. DWG
EET C4.5
PROVIDE DCVA PER STD. DWG.
?s B101 ON SHEET C4.6
3/ RPBNPANSHEEV?
STDG. 611C
3/1" Di TIC WAW
SU PLY, COORDINATE P
OF ONNECTION WITH
PL BING CONTRACTOR
- RD
�o it
NOTICE
ALTERATION O' THIS DOCUMOU SHALL NVAIAATE THE
PROFESSIONAL. SEAL AND SMIURE PIIBHIC.ATION OF
M DODIIQIT DOES NOT DEROGATE FROM IHESERVM
ONIET&W RGHIS IN IT. THIS DOWMIT IS RR USE
ONLY FOR TIE PRUCT DENTEED IN THE TITLE K=
AND IS NOT W BE USED FOR REPAIR. RE1ME OR
AIIDNION TO THAT PMECT OR FOR ANY OTHER PMECT. NO.
24 CPP (S) IE=16.74 IE = 20.04. (6 SW)
12 CPP (SW) IE=17.56' OVERBUILD ON EXISTING 8" SEWER, p PROVIDE 5" STORZ FITTING
16�6 << CONTRACTOR SHALL POTHOLE EXST. 1
5< ° SEWER TO CONFIRM LOCATION AND DEPTH _
i uN 5 RIOR TO BEGINNING SEWER CONSTRUCTI a
E a as m
41
405.00' CB #1581 RIM=24."' NU INUUK °
25 12" CPP (W) IE=20.02' `
2 E) IE=20.23' NO TRUCKS < STOP N AM
12" CPP (NW) IE=20.14 3
D o 0
,..T\- M
D � r
/ S �, I APLE 10"
O\ I S
S
-� s
SSMH #1 6 RIM- .99' s 5 -8LF 6'
8" PV (E,W,S } SD5 35
CC L=20. DEMOLISH EXST. SEWER �l
OWS & WESTZ WEST OF NEW SSHM#1
COORDINATE SEWER SERVICE POINT OF
CONNECTION WITH PLUMBING CONTRACTOR
Columbia Bank
COORDINATE FIRE SUPPLY POINT OF
CONNECTION NTH SPRINKLER CONTRACTOR
BENCHMARK
CITY OF RENTON VERTICAL BENCHMARK NO. 1895
2" BRASS DISC WITH PUNCH ON CONCRETE MONUMENT IN CASE
AT INTERSECTION OF SW 16TH STREET AND LIND AVENUE SW.
PUBLISHED ELEVATION 25.70'
REVISION
SURVEYED:
JWB
DESIGN GCH
DRAWN:
GCH
CHECKED:
SMC
BY DATE APPR vPRGVED:
SMC
VC -�
2.00%
STA. 4+06.64 \
87.92' RT
SSCO #1-----
RIM=25.70
IE=20.17
SCALE:
1 "=20'
ONE INCH
AT n LL SQMX
F Nor oNE INCH
SCALE ACCORDINGLY
21.00'
98916 29 W
140' ACCESS EASEMENT PER REC. NOS.
7712300984 & 9402152078 • ,�
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N CB 1321 RIM=23.
(Q 4" PVC (W) 22.80'
I°
CB 1 16 RIM=23.74'
12" OP (S) IE=21.29'
6" PVf (E) IE=22.02'
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ID C
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° GP
1`
N
e
STAIRS
a
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/ MAPLE 8" ( n
CB 1011 RIM=23.21'
a l 12" CPP (N) IE=21.30'
6" PVC (E) IE=21.28'
8
NI
I MAPLE 8'
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7 C
5 �I
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ROW 1 MAPLE 8"
C
MAPLE- 8"
I'r 1N nni.i C
VERTICAL: wD 19
HORIZONTAL: W1983%199,
DATU M
SSMH #1244 RIM=25.41'
IE-19.26 (6"W)
IE-19.21 (8"W)
IE-19.16 (8"N)
5-348004
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
>s- CITY OF COLUMBIA BANK - RENTON
RENTON
Planning/Building/Public Works Dept. UTILITY PLAN
5/19/09
R&DO":
PAGE:
DRAWING NO:
C4.1
SHE. 9 OF,16
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