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THE INTERSECTION OF THE
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18" CPP IE-16.78'
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Civil Engineers
Structural Engineers
Landscape Architects
Community Planners
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Neighbors
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CB 1680 RIM=24.48'
12" PP IE=14.49' (NW) O
12" PP IE=14.52 (S)
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40' ACCES Eh 3 ENT PER REC.
NOS. 7712 00 $t 940215207
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COLUMBIA
BANK
- RENTON
THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
STA. 2+68.43, 18.27' RT CITY OF RENTON, KING COUNTY, WASHINGTON
8" WET TAP SEE STD. PLAN B115 ON
SHEET C4.6 FOR CONNECTION FTAIL _
1-8" TAPPING TEE PROVIDE 3/4" DOMESTIC
1-8" TAPPING VALVE (FLxMJ) WATER METER PER STD. DWG
1-CONC. THRUST BLOCK �coS� B106 ON SHEET C4.5 �5p�
STA. 2+68.47, 42.00' RT Li
1-8" GATE VALVE (MJxFL)
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�__ - - -_ N89'10'29"W 1339.26'
_-_--: - 5+00
o 6+00 ED
DDCVA IN VAULT WITH PIV & FDC, SIZE TO -
o BE DETERMINED BY FIRE SYSTEM DESIGNER, +
00 SW 7TH STREET --
SEE STD. PLAN B098.1 ON SHEET C4.5 STA. 4+12.07, 82.51 RT
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4" SPRINKLER SUPPLY -------- 3
SIZE TO BE CONFIRMED
--BY TIRE_ SYSTEM 3
DESIGNER
JIMfI tIJOV RIM=LJ..
1� ALK 24" CPP (NW) IE=16.
-- - -- - - ---- 1IN 24" CPP (S) IE=16.7,
-,----EXISTING FIRE HYDRANT S6 --- 12" CPP (SW) IE=17..
L1 LI - L
PROVIDE 5" STORZ FITTING 15
LEASE PARCEL LINE 5 <
S8910'29"E PROVIDE 405.00'
WATER METER PER STD. DWG c6 1581 RIM=2422'
EET C4.5 _ 25 12" CPP (W) IE=20.02'
2(E) IE=20.23'
PROVIDE DCVA PER STD. DWG. 12" CPP (NW) IE=20.1'
2S B101 ON SHEET C4.6 U D
3/ RPBV P,ER STD.
IE = 19.87 (EXST- EXISTING FIRE HYDRANT
IE = 20.04 (6-SW) PROVIDE 5" STORZ FITTING
OVERBUILD ON EXISTING 8" SEWER,
CONTRACTOR SHALL POTHOLE EXST.
SEWER TO CONFIRM LOCATION AND DEPTH
RIOR TO BEGINNING SEWER CONSTRUCTI a a
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SU PLY, COORDINATE P01
OF ONNECTION WITH - _ " - C - -�
--- - PLUMBING CONTRACTOR SSMH 1 6 RIM- .99' _- - _ -SDR8LF6 PVC
�L �+ 8„ Pv (E,W,S - -� SD 35 2.00%
'o Cc L=20. DEMOLISH EXST. SEWER STA. 4+06.64�
I OWS & WEST WEST OF NEW SSHM#1 87.92' RT
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COORDINATE SEWER SERVICE POINT OF - __ RIM=25.70
CONNECTION WITH PLUMBING CONTRACTOR IE=20.17
- - 3
ColumbiaBank 1
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COORDINATE FIRE SUPPLY POINT OF ---- __-
- -- - CONNECTION WITH SPRINKLER CONTRACTOR
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p � CB# 1751 RIM= 25.04' � 0
24" CPP (S) IE=17.32'
18" CPP (SW) IE=17.14
8" PVC (S) IE=20.86' a
1856 RIM= 49' 12" PVC (NE) IE-17.18'
12" (S) IE=16.44'
18" CPP ) IE=16.71'
12" PVC (N- ) IE=16.91 CB# 1781 RIM= 25.64'
1 " CPP (NE) IE=16.60' 12" CPP (NW) IE=15.69'
12" CPP (S) IE=15.81'
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
RECORD NOTE 05/19/09
0 -
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- � 384.00' - - S89'10'29"E
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CB 1672 RIM=24.20' STRUCTURaL
12" CPP (N) IE=18.78' tidy " 1c
12" CPP (W) IE=18.13' w AH B L E
S
L1ND PLANNERS
n n R GRAPHIC SCALE
EXISTING FIRE 20 O 10 20 40
HYDRANT L I I I-i`�■■�
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
GRAVEL
_ __ -0-
j CB #1653 RIM=24.08'
10 12" CPP (SW) IE=17.61
12" CPP (E) IE=17.79'
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SIGNAL
NOTICE
ALTERATION OF THIS DOCUMENT SHALL INVAUDATE THE
PROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
OWNERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PROJECT IDENTIFIED IN THE TITLE BLOCK
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT PRO,ECT OR FOR ANY OTHER PRO.ECT. NO.
( IN 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'
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GRAVEL /
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"*�10' ELECTRICAL EASEMENT
REC. NO. 8010160469
(TYPICAL)
80
mono
SURVEYED:
---- -- - -- JWB
DESIGNED:
GCH
--- DRAWN:
GCH
CHECKED:
- ---- SMC
REVISION BY DATE APPR APPROVED:
SMC
SCALIE-
1 "=20'
ONE INCH
AT FULL SCALf
IF NOT ONE INCH
SCALE ACCORDINGLY
40
APLE 10"
S ck
21.00'
- N8910 29 W
40' ACCESS EASEMENT PER REC. NOS.
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MAPLE 8"
31 12" CPP (N) IE=21.30'
6" PVC (E) IE=21.28'
in
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MAPLE 8"
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p MAj�PL^Ey,8"
VERTTCAL. NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
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SSMH #1244 RIM=25.41'
IE-19.26 (6"W)
IE-19.21 (8"W)
IE-19.16 (8"N)
ASPHALT
W-348005
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
CITY OF COLUMBIA BANK - RENTON
RENTON
Planning/Building/Public Works Dept. UTILITY PLAN
DATE:
5/19/09
FIELDBOOK:
PAGE:
DRAWING NO:
C4.1
SHEET. OF.1 C
I�I�INN'�I1Ii A 1
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