HomeMy WebLinkAboutWTR2703480.4U)
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
sr WET TAP SEE STD PLAN BITS ON
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SHEET C4.6 FOR CONNECTI0N 6ETAIL
n 1-8" TAPPING TEE PROVIDE 3/4" DOMESTIC
0- 1-8" TAPPING VALVE (FLxMJ) WATER METER PER STD. DWG
155� 1-CONC. THRUST BLOCK \0 B106 ON SHEET C4.5 150�
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Li �55� 01�59 STA. 2+68.47, 42.00' RT
1 8" GATE VALVE (MJxFL)
_cDa=8Mx4" I EDI ICE (FL AM
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�56�
1+00 --2+00__ 1
STA. 1+00.00 IS LOCATED ATE` o DDCVA IN VAULT WITH PIV & FDC, SIZE TO
THE INTERSECTION OF THE � BE DETERMINED BY FIRE -SYSTEM DESIGNER,
3 TERLINE-BF-SW 7TH - SEE STD. PLAN 8098.1 ON SHEET C4.5
-g ______SWEET AND THE PROJECTS o EXISTING 12" WATER -
1g5� g I g STERN BOUNDARY LINE w w
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NO TRUCKS
18" CPP IE=16.78' I
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N8910'29"W-- 1339-.26y---- 5+00 - -6+00 - 0 -
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SW 7TH STREET _ _ SSMH#1-48"0 �-
W W W = W
STMH i58D-RflF=23.26' IE W
ALK 24" CPP (NW) IE=16.27'
IE = 16.87 (6" W) EXISTING FIRE ,HYDRANT
24" CPP (S) IE=16.74' l
12 CPP (SW) IE=17.56' OVERBUILV/ON EXISTING 8" SEWER, �0 PROVIDE 5 STORZ-FITTING
EXISTING FIRE HYDRANT <, < < , CONTRACTOR SHALL POTHOLE EXST. J ��
PROVIDE 5" STORZ FITTING �`� 5 0 _ SEWE-k TO CONFIRM LOCATION �ND-DEPTH
Pjtl TO BEGINNING SEfWER CON C710
<< 5 LEASE. PARCEL LINE. . `5�' e d
S89'1029E PROM ; . , a .d a ...
405.00' CB 1581 RIM=24.22'
WATER METER PER STD. DWG _ <
25 E12" CPP (W) IE=20.02' ET C4.5 2 E) IE=20.23 -_\N TRUCKS ❑6
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12" CPP (NW) IE=20.14 0 0
PROVIDE DCVA PER STD: DWG. p p
B101 ON SHEET C4.6 STA. 3+83.79, 58.37' RT DSSCy
3/ RPBV7)/N
STD. RIM o24.78 f 24LF-6 PVC
B11 SHEE /IE=18.81 / / SDR35 0 2.00% ° N Ace 10"
SSMH #1566 RIM:30. PV (E,W,S
CC L=20.
OWS & WEST
12. T
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In
11
K_S_
DEMOLISH EXST.
SEWER WEST OF
NEW SSHM#1
" 1, / S
SSMH 1244 RIM=25.41'
73LF-6 PVC S S 35 0 2.00% s 21.0 IE-19.26 (s"w)
S
0
N8910'29 W IE-19.21 (8"W)
STA. 4+00.3 -� IE-19.16 (8"N)
.� 40' ACCESS EASEMENT PER REC. NOS.
1° 75.02 RT 17712300984 & 9402152078
SSCO #1 ( 0O ❑ �,
IM=25.53
=18.33 1 I
CBE 1321 RIM=23.72' /
Q 4" PVC (W) 22.80'
4 I ti
Columbia Bank 1 1 -
COORDINATE SEWER SERVICE POINT OF
CONNECTION WITH PLUMBING CONTRACTOR CB 1 16 RIM=23.74'
12" C P (S) IE=21.29'
fJ. 6" PV (E) IE 22 02'
COORDINATE FIRE SUPPLY POINT OF l GP MCHA BILLY
CONNECTION WITH SPRINKLER CONTRACTOR ----- -- >'
a o FF=26.21'
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384.00 S8910 29 E
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NOS. 00 4215207
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CB 1653 RIM=24.08' CB 1672 RIM=24.2C 5rRUCTIJ
! 0 12" CPP (SW) IE=17.61' 12' CPP (N) IE=18.78' tial~ N
12" CPP (E) IE=17.79' 12" CPP (W) IE=18.13' w AH B L E
gIVD PLANNERS
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P ° �y- CB 1751 RIM= 25.04' _.
0 24" CPP (S) IE=17.32'
f 18" CPP (SW) IE=17.14'
�- -- -
18" CPP IE-16 95' 8" PVC (S) IE-20 86' GRAPHIC SCALE
�-
12" PVC (NE) IE=17.18' \ n
1856 RIM= 49' F EXISTING FIRE 2
12" (S) IE=16.44' I HYDRANT
i 1 18" CPP ) IE=16.71' A
12" PVC (N- ) IE=16.91 CB# 1781 RIM= 25.64'
1 " CPP (NE) IE=16.6012" CPP (NW) IE=15.69'� F
12" CPP (S) IE=15.81'
ASPHALT
AHBL JOB NO. 207533.10
S.
rF
23467
R�isTER� '
�sSIONAL
NOTICE
ALTERATION OF THIS DOCIAIENT STALL INVALIDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERM
OWNERSHIP WITS N IT. THIS DOCUIOIT IS FOR USE
ONLY FOR THE PROJECT DENTTFED N THE THTE ELM
AND IS NOT M RE USED FOR REPA; REIAMEL OR
ADDITION TO THAT PROECT OR FOR ANY OTHER PROJECT. rN
( 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'
MAPLE 8" i
\CB# 1011 RIM=23.21'
12" CPP (N) IE=21.30'
6" PVC (E) IE=21.28'
I glGRAVEL /
r.
MAPLE 8"
�I I
/ 0 ,U
ROW 1 MAPLE I8"
/ � t
\_10' ELECTRICAL EASEMENT
REC. N0. 8010160469
(TYPICAL) X
D
ASPHALT
_ 40 i
,�rAPL
MAPLEnno
"
SURVEYED:
JWB
DESIGNED:
GCH
DRAWN:
GCH
CHECKED: MC
REVISION BY DATE APPR A"'v MC
or I
SCALE:
=20 - CITY OF
RENTON
� °NE 1NC DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE MK:H
SCALE ACCORDINGLY
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
COLUMBIA BANK - RENTON
UTILITY PLAN
DATE:
S
9/22/08
m
r
o
FIELDBOOK:
PAGE:
DRAWNG NO.
C4.1
SHEET: OF.
9 16
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