HomeMy WebLinkAboutWWP2703480.1COLUMBIA
BANK- RENTON
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THE NORTHWEST
QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
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CITY OF RENTON,
KING COUNTY, WASHINGTON
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STA. 2+68.43, 18.27' RT
-
8" WET TAP SEE STD. PLAN B115 ON
SHEET C4.6 FOR CONNECTION NAIL
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1-8" TAPPING TEE
PROVIDE 3/4" DOMESTIC
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1-8" TAPPING VALVE (FLxMJ)
1-CONC. THRUST BLOCK �5��
WATER METER PER STD. DWG
B106 ON SHEET C4.5
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1 O�55p
STA. 2+68.47, 42.00' RT
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I)155 1-8" GATE VALVE (MJxFL) �5� p1 �gON
h6p =8"x4" RFD' ICE (FL Q) �° -
1+00 2+00 @ 3+00 °
_\ V 5+00
---+0�-- N89'10'29"W 1339.26'
STA. 1+00.00 IS LOCATED AT bo DDCVA IN VAULT WITH PIV & FDC, SIZE TO
THE INTERSECTION OF THE 6 BE DETERMINED BY FIRE SYSTEM DESIGNER,
SEE STD. PLAN B098.1 ON SHEET C4.5 -
3 TERuteFSW 7+ -- SW 7TH STREET SSMH 1-48 0
M S EET AND THE PROJECTS - EXISTING 12" WATER W W
WESTERN BOUNDARY LINE w 1 w sTMH T5907V=z3.26` IE=�aEXST, E;- W
N I \Nti �tijp ALK 24" CPP (NW) IE=16.27' IE = 16.87 6"W
1 N 24 CPP (S) IE=16.74 ( ) "
'� OVERBUILD ON EXISTING 8 SEWER
12" CPP (SW) IE=17.56' p0
-,-�- EXISTING FIRE HYDRANT a6 .4 CONTRACTOR SHALL POTHOLE EXST.
Q [ < PROVIDE 5" STORZ FITTING '�o _ SEWER TO CONFIRM LOCATION AND DEPTH
° C °.... -. - /f .l 1< , < < 1 , - ;"�< _ ,. _ _. PRIOR TO BEGINNING SEWER CONSTRUCTIO _ _
<< ` LEASE PARCEL LfNE `' 1 <
32.16' < < a a .
�`> sss-lo'2s•E PROVIDE ;12
11!CB 1581 RIM 24.22'
WATER METER PER STD. DWG'' 5 °
25 25 12' CPP (W) IE=20.02'
EET C4.5 2 E) IE=20.23' STOP
NO TRUCKS N TRUCKS 3
18" CPP IE=16.78' � _
� 12" CPP (NW) IE=20.14
I PROVIDE DCVA PER STD. DWG. m D D
X 2s B101 ON SHEET C4.6 STA. 3+83.79, 58.37' RT C•- D z `
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RPBV P STD. EIM=24.78 24LF-6 PVC N p f APLE 10"
G. B11 N SHEE SDR35 0 2.00% °
°
4" SPRINKLER SUPPLY--------' 3
° SIZE TO BE CONFIRMED
BY FIRE -SYSTEM
D DESIGNER
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40'ACCES E ENT PER REC.
' J NOS. 7712 00 940215207 �-
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CB# 1751 RIM= 25.04'
24" CPP (S) IE=17.32'
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18" CPP (SW) IE=17.14'
-
18" CPP IE=16,85'
8" PVC (S) IE=20.86'
R
12" PVC (NE) IE=17.18'
1856 RIM= 49'
12" (S) IE=16.44'
18" CPP ) IE=16.71'
12" PVC (N- ) IE=16.91
CB# 1781 RIM= 25.64'
J
1 "CPP (NE) IE=16.60'
12" CPP (NW) IE=15.69'
1
12" CPP (Q' IE=15.81'
Civil Engineers r
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
AHBL JOB NO. 207533.10
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C4. .
3/ ' D TIC
SU PLY, COORDINATE POI
OF CONNECTION WITH
PL MBING CONTRACTOR SSMH #1 6 RIM- .99'
- RD �� 8" PV (E,W,S
'F'o CC L=20. Q�
AS & WEST c
RIM=24.98 -
IE=20.35
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�0 73LF-6" PVC s S 35 ®2.00% s 21.00' -J
B OO ° [- N8911729 W
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STA. 4+00.3 -� - 40' ACCESS EASEMENT PER REC. NOS.
1771')-40nouA A, Q4n?1s9m>3
s /P75.02' RT
SSCO #1
DEMOLISH EXST. IM=25.53
SEWER WEST OF =18.33
NEW SSHM#1
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Columbia Bank o
COORDINATE SEWER SERVICE POINT OF
2
CONNECTION WITH PLUMBING CONTRACTOR 11 1s R
"CP(S
COORDINATE FIRE SUPPLY POINT OF 6" PVf (E)
CONNECTION WITH SPRINKLER CONTRACTOR 1 C
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384.00' S89'10'29"E MAPLE 8" 1
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/ 31 12" CPP (N) IE=21.30'
6" PVC (E) IE=21.28'
GRAVEL � g
NI
D
CB 1653 RIM=24.08' \CI3 1672 RIM=24.20' sTRUCTurzAL I MAPLE 8"
13 12" CPP (SW) IE=17.61' 12" CPP (N) IE=18.78' N
12" CPP (E) IE=17.79' 12" CPP (W) IE=18.13' w AH B L E / ' O
LATVp SANN�g5
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R R R
EXISTING FIRE
\ HYDRANT
ASPHALT
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OF WAA
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�SSIONAL�t
NOTICE
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE
PROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
OV ARSHVP RIGHTS IN IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PRO,ECT IDENTIFIED N THE TITLE BLOCK
AND IS NOT TO BE USED FOR REPAIR, RDAODEL OR
ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. NO.
PL
ow,
\ / O
�10' ELECTRICAL EASEMENT
GRAPHIC SCALE REC. No. aololso4ss x
(TYPICAL) 20 0 10 20 40 so I 1 ,.
1N FEET )
1 inch = 20 ft.
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'
SURVEYED. SCALE
JWB 1 "=20'
DESIGNED:
GCH
DRAWN: GCH
ONE INCH
CHECKED: AT FULL. SCALE
SMC IF NOT ONE INCH
REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY
SMC
vsTnCAL: NAw 19W
HORIZONTAL NAD 19aa/1991 :: - CITY OF
ML RENTON
DATU M
Planning/Building/Public Works Dept.
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
•--`' Date
�- Date
'� 6goa� fir✓ q / 30/ 07
5p1
6+00 °
W�
EXISTING FIRE HYDRANT
PROVIDE 5' STORZ FITTING - -.
d - - na ° m
d
NO KUUK�
oo�t
SSMH #1244 RIM=25.41'
IE-19.26 (6"W)
IE-19.21 (8"W)
IE-19.16 (8"N)
ASPHALT
nnoMAPLE 11
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
WIC
COLUMBIA BANK - RENTON 9/22/08
FTETDIS":
PAGE
DRAWING NO:
UTILITY PLAN C4. 1
SHEET: OF. 6
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