HomeMy WebLinkAboutSWP2703430.23NUMBER
IE 26.7, 12" CPEP (N) ---�,
IE 17.4, 24" X 42" SD (W)
" 42" EX CMP
S84' 23' 01"W �—
MA
Z
EXISTING BRICK MANHOLE
LOCATION AND ALIGNMENT OF
EXISTING BOX CULVERT ARE
APPROXIMATE,
SEE STRUCTURAL PLANS AND
DETAILS FOR FOR CONSTRUCTION
OF NEW STRUCTURE, SHEET 130
& SHEET 131.
3. REMOVE EXISTING BRICK MANHOLE
& CMP PIPE CONNECTION TO BOX
CULVERT.
REVISION DESCRIPTION
3
M
bo
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f
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,
,
96" DIA STRUCTURE
IE 20.9, 18" CPEP (SE)
'IE 26.8, 6" EX SD (SE)
WEST BOX CULVERT ACCESS MANHOLE
R s,s�''♦
C�131'EP "`
P ^,00
N68• 15
SURVEYED:
KPG
DRAWN BY:
DESIGN BY:
WRE
CHECK BY:
KRS
PROJ MGR:
JF
FILE: 0655DSTRM03.dwg
EXISTING BOX
CULVERT
i pt", * W�; r C
753 9th Avenue N 2502 Jefferson Avenue
Seattle, A 98109 Tacoma, VVA 98402
(206) 286-1640 1253) 627.0720
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PROPOSED CURB
AND GUTTER
CONN
WET%
STRU
PLAN
EXISTING
PUMP STATION
WETWELL
PROPOSED
RETAINING
WALL
7400] ss PUMP STATION CONNECTIONS
CLIENTS'; PEOPLE PERFORMANCE
1201 Third Avenue, Suite 1500, Seattle WA 93101 USA
T 1 206 441 9385 F 1 206 448 6922
E seamail@ghd.coni W wiirw.ghd.com
! 4!1:11
'w
R
CITY OF RENTON
Fublic \Narks Department
APP VED FOR CONSTRUCTION
BY: > DATE:
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
DRAINAGE DETAILS
2
D=343023
DOCUMENTSBID
DRAWING M-;
19 2
PROJECT NO.
TED40M30
FED AID NO.
-CM0167(048)
DATE:
NOV 2011
SHEET NiO. _-i_26 OF 304