HomeMy WebLinkAboutTED4001791.10A Portion Of Sec. 25 , Twp. 23 N , R9e.4 E. , W.M. a Sec. 30, Twp. 23 N., Rqe. 5 E.,W.M.
170
REVISIONS
NO. DESCRIPTION DATE BY
Pew S.'1r Revision 8y
a4O5F'rJdST A3 - / J-11 9
W Per sbui
LEGEND
F N.
C�
Exist.
Fire Hydrant
W.V.
Exist.
Water Valve
I
Exist.
Light Pole
R
Ridge
—�
Finished
Elevation
6+e
Exist.
Spot Elevation
❑
Exist.
Light Box
�1�.4
Exist.
Spot Elev. At Gutter Flowline
-
Exist.
Water Main
G
Exist.
Gas Main
SD
Exist.
Storm Drain Line
Exist.
Sanitary Sewer Line
S s
LJ1 CB-
Exist.
Catch Basin
P
Exist.
Power Line
IR
Exist.
Valve Marker Post
#z0' Type I
Rim =
Rim = /5.X 3Z
REVISED TO CONFORM
TO FIELD RECORDS
DATE 10 - L-4 ` 8o
APPROVED
` 5l"
Pondin9 Elev. /&0 (Ty/° )
CB. "23, Tcy/oe I
Rim = 15.50
W
Q
SW 29 >-
S T. W
a
? .J
J
a
W IL S 34 th
I67
%ST.
" S E Ld
i
S.W. 3S 1 A
J_�
T
SW ST
T
VICINITY MAP
SCALE � It� = 30�
Not To Scale
CONTOUR INTERVAL_ = Is
DATUM: CITY OF RENTON
T 8 M: Rim Monument Case At S.I .
39 th St. & Raymond Ave.
Elev. = 16.48
RECOMMENDED
FOR APPROVAL
NOTES
elf
3 / 12V
1. Unless shown otherwise, dimensions are to
center of storm drain structures, and are
± only.
2. Where connections are made to existing
RECOMMENDED
FOR
storm drainage systems, contractor shall
APPROVAL
verify location and invert
4
prior to construction. Notify Engineer
� s
of any discrepancies.
$���8t.
3. See Architectural plans for typical parkinq
dimensions.
4
All elevations are flowline elevations unless
otherwise noted.
RECOMMENDED
FOR APPROVAL
BY
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JOB No. 239-03- 850
DESIGNED
L.R.I.
DRAWN
D.M.P.
CHECKED
J.W.N. J.B.
DATE Dec. 1985
DATE OF
PRINT
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SCANNED (14M 4 v Bawd
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OF SHEETS