HomeMy WebLinkAboutSWP2703665.1PROJEC T CON TA C TS.
APPLICANT/OWNER ............................PNW
HOLDINGS, LLC
..........................................................9675
SE 367-H STREET, SUITE 105
.........................................................
MERCER ISLAND, WASHINGTON 98040
..........................................................
(206) 588-1147
..........................................................CONTACT.
JUS77N LAGERS
..........................................................
JUSTIN0PNWHOLDINGS. COM
CIVIL ENGINEER..................................D.R.
STRONG CONSULTING ENGINEERS, INC.
..........................................................10604
NE 38TH PLACE, SUITE 232
..........................................................KIRKLAND,
WASHINGTON 98033
..........................................................
(425) 827-3063
..........................................................
CONTACT- MAHER A. JOUDI, P.E.
..........................................................
MAHER. JOUDICORSTRONG. COM
LEGAL DESCRIPTION:
LOTS 1 AND 2, KING COUNTY SHORT PLAT NO. 976093, RECORDED UNDER
RECORDING NO. 7612010798, IN KING COUNTY, WASHINGTON.
SSMH
RIM=503.73
IE 8" PVC S.=494.50
RIM=501.
IE 8" PVC W.=492.7
IE 8" PVC N.=492.8
SEE DETAIL
THIS SHEET
SSMH
RIM=496.89
IE 8" PVC S.=488.20
TYPE 1 CB
RIM=494.73
IE 12" PVC S.=491.51
IE 4" PVC E.=492.85
EXIST. F.H.
RIM=488. 2
IE 8" PVC N.=473. 3
IE 8" PVC W.=473.83
IE 8" PVC S.=473. 3
LEGEND
o
MAILBOX
UTILITY POLE
STREET LIGHT
0-�
LIGHT POLE
❑
CATCH BASIN
®
SEWER MANHOLE
0
7FLE RISER
n
SIGN
®
WATER METER
M
WA TER VAL VE
p
WA TER BLOW OFF
�
FIRE HYDRANT
�
7 i iDECIDOUS TREE
CONIFEROUS TREE
PROPOSED STREET LIGHT AND CABINET
—19=PROPOSED STORM DRAINAGE
PROPOSED SANITARY SEWER
PROPOSED WATER
1-8" TEE (FLxFL)
2-8" GATE VALVES (FLxMJ)
1-8" GATE VALVE (FLxFL)
1-8" 45' VERT. BEND (FLxMJ)
2-8" D.I. SPOOLS (3 LF)
2-8" SLEEVES (MJ)
W/ THRUST BLOCKINGS
NE 14-23-5
1-8" 45' VERT. BEND (MJxMJ)
W N
8" D.I. CL. 52
1-8" D.I. SPOOL (1 LF)
W
DETAIL
N. T S.
1-8" TEE (FLxFL)
8" D.I. CL. 52
1-8" 45' VERT. BEND (MJxMJ)
1-8" 45' VERT. BEND (FLxMJ)
EX. 12" STORM
PROFILE
N. T.S.
REVISED TO INDICATE
CONSTRUCTION RECORDS
FIELD REP:
JOSH DERAITUS
REVISED BY:
QUYEN DANG
DATE:
09/13/2013
CONTRACTOR:
PRO GRADE ENTERPRISES
8"D.i. PIPE:
668 L.F. (CL52) / GRIFFIN PIPE
F.HYDRANTS:
MUELLER
VALVES:
MUELLER
FITTINGS:
TYLER
THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN
PREPARED BY STANTEC. ALL FIELD INFORMATION PROVIDED
BY OTHERS. STANTEC HAS NOT VERIFIED THE ACCURACY
AND/OR COMPLETENESS OF INFORMATION PROVIDED BY
OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS
OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT
OF ERRONEOUS INFORMATION PROVIDED BY OTHERS.
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VICINI TY MAP
1 "=200'
PARCEL NO.
305580TR-E
PARCEL NO.
J664500136
-EXIST. F.H.
1-8" TEE (FLxFL)
3-8" GATE VALVES (FLxMJ)
I 1-8" D.I. SPOOL (3 LF)
1-8" SLEEVE (MJ)
W/ THRUST BLOCKING
' PARCEL NO.
3664500135
PARCEL NO.
3664500127
PARCEL NO.
4305500120
NORTH
40 0 40 80
SCALE IN FEET
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WATER DISTRICT NO. 90
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APPROVED �` c
RECORD
DRAWING: >A l iy� DATE
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BASE MAP E-4
SHEET '� OF 1
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DRAWING
E4.015