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A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
CONTINUED - SEE SHEET C1.02
MOPno
o SDCB
1 I / R/M=2 9' / /'I I IE(W)=20.49' 4 PVC 1901 OAKESDALE AVE SW
r---`J lE(S)=12.23 12 VC � / l I
/ 1E(S)=20.39' 6'PVC
REMOVE EXISTING WATER MAI . THIS / / . / / / CUT AND CAP AND EX WATER MAIN WITH IE(E)=20.49' 4 PVC SDCb
_ _ ---- GRAVEL SECTION OF WAtR MAIN MI ' -T BE // / I TE V&K. CUT AND CAP SHALL BE BUILDING RIM=20.99'
_ SD_ _ JRELOCATED TO�ROVIDE THE LOOPED / / / PERFORMED BY CITY FORCES. A Os)=20.19' 6'PVC
.SD ( WATER SYSTL�M AROUNdTHE EXISTING _ / /WATER PER 1
�D 1Q== - BUILDING NEEDED FOFYFIRE / G
�� REMOVE EX CAN Y A D C
SDCB PROTECTION PRIOR'f0 ITS -REMOVAL �; PREPARED BYF AND ISSUE
-� - l 1 R1M=146� _ J - ( / i J / X8�'VATED0' TING ND
SD lE(NW)=13.05' 12'PVC / �/ lE =14.7 d�, (A P 0 I MATCONCURRENTLY �G O COVERED
\ I REMOVE EX / / s)=14.6¢ sox sox \
J \ IE(W)=13.05' 12'PVC i ELECTRICAL ) / lE(E)=?�� N)' E CW CW
/ / // ST RRAL L NS D4 0
CABINET I j / / cn 0 SDx xJN=9-4NEWx=mm-PIfflTDx SDx SDx SDx SDx SDx SDx SDx SDx SDx
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/ / / COVERED SDCB COVERED
` - - - - EMOVEIRRI(34TIGK / ECABINAL / ) CW RIY=20.73' CW BOLLARDS
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I / i R1M=20.58 SAWCU EX _ _ _ � \ I
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REM VE EX� `� 1 I - �9 - 7E(W1 . - - \ SDMH
-LIGHT OZE- ` = IE(S)=1 14' 619V I I I I RIM=20.21'
IE(E)=1 .21 ' 4'PV 1E(W)=10.39' 24'CONC
N89°58'50 cn 4 .00'
S89°58 50 250� j _ I I - o _ _ _ _ _ _ _ lE E=10.39' 24 CONC
CUT, C ND AB NDON STORM. f
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x R1M=20.16'
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G E N
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- STUDIO
COUGH LINPORTERLUNDEEN
STRUCTURAL CIVIL SEISMIC ENGINEERING
801 SECOND AVENUE, SUITE 900 (206) 343-0460
SEATTLE, WA 98104 www.cplinc.com
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PRIOR TO REMOVAL, ADEQUATE
J
FIRE PROTECTION MUST BE IN
PLACE. VERIFY WITH RENTON
REGIONAL FIRE AUTHORITY AN
CITY OF RENTON
CONSTRUCTION INSPECTOR.
/
EX FIRE HYDRANT TO BE
REMOVED AND SALVAGED TO
Ico
CITY SHOPS. INSTALL 6" MJ
PLUG IN EXISTING VALVE,/ /co
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SDx x SDx
ASPH
Wx Wx Wx Wx
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SDCB
R1MI IS'
IE(S)=17.14' 12 PVC
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SDCB
RIM-20.10' U'
0
17.31 ' 6'CONC x
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x
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x
x
SDCB
RIM=20.09'
17.28' 6'CONC
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ASPH
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x
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x SDCB
RIM=20.30'
1E(E)=1553' 61CONC
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------------
Wx Wx
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SDCB
RIM=20.07'
IE(S)=16.86' 12 PVC
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R1M=20.12'
1E(E)=17.33' 6'CONC I W
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I 1E(E)=17.39' 6"CONC Z
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RIM=20.10'
IC(E)=17.22' 6'CONC
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Legend
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N 79'33'06" E - 46.81' PROPERTY LINE
-
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SAWCUT LINE
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REMOVE CURBING
CV
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REMOVE ASPHALT PAVE
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REMOVE CONCRETE PAVE
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DEMOLISH BUILDING
REMOVE TREE(S)
Existing
Deng
FENCING
GAS
GAS
GAS MAIN/SERVICE
GM GV
XGM �(GV
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GAS METER/VALVE
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SS
SANITARY SEWER
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SANITARY MH/CO
8"SD SD
SD
STORM DRAINAGE PIPE
L,� J r
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W
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WATER MAIN REMOVAL
FHA�FDC� Plo WV�
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SCL
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ELECTRICAL CONDUIT
2" rELE T
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TELEPHONE SERVICE
TREE PROTECTION FENCING
PER COR STD DTL 507
TEMPORARY
CONSTRUCTION FENCING
EXISTING CLASS IV STREAM
STREAM BUFFER
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ROCKERY REMOVAL
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R1M=20.10'
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7-I *CO 1E(E)=17.29' 6'CONC i Co SDMH SDCB
RIM=20.37' RIY=20.14'
FlE N =1571 ' 12'PVC x 100=17.32' 6 CONC 1
CO /E(S)=15.65' 12'PVC I *CO R1M=20. W
IE(N)=15.08' 12 PVC
IE(S)=14.95' 12 PVC
0 1 /E(E)=17.42' 6 PVC
R-423807
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0 I I IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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i I DEVELOPMENT ENGINEERING
SDCB NJanders 05/10/2023
J - RIM=20.11 '
Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)
SURVEYED: SCALE:
WH PACIFIC VERTICAL: NAVD 1988 «
AS SHOWN HORIZONTAL: W1983/1991
DESIGNED: CITY OF
MIL RE
NTON
ENTON
JAS ONE INCH DATU M
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
WCA IF NOT ONE INCH
REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
TBB
SEATTLE SOUNDERS FC HEADQUARTERS
& TRAINING CENTER
RENTON, WASHINGTON
DEMO PLAN
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DATE: 0
04/24/2023 W
FIELDBOOK: J
PAGE:
DRAWING NO:
C1.05 Q
SHEEP: Q OF. LI
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