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_A Portion Of The S.W. 1/4 Of Sec. 29, $t The S.E. 1/4 Of Sec. 30, Twp. 23 N., Rge. 5 E., W.M.
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SCALE= 20' Ho
� I" = 5' V.rt.t.
CONTOUR INTERVAL = 2'
DATUM: SOOS CREEK WATI
8 SEWER DIST. (K.C.A,S.)
If- 80.06' Of M.H. 6-5 On
The E. Side Of 96th Ave.
S, 350'± N. Of The
Intersection Of 96th Ave. 5,
8 3. Mrd St.
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SURVEY_
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CONSTRUCTION NOTES ' ^`-`-r W ' " `r^"' 1. Unless shown otherwise. offsets shown are � /0
5' to centerline of catch basin.
Relocate exist. power pole by others, / h o h �/ of developer's expense.
Z. See Sheet R-16 for Catch Basin Type II plan v�5:
/ ,S views. ��
O Plug 8 abandon in accordance with
W.S.D.O.T, Spec. 7-02.3(5). s se ''> Q �j LEGEND - t kG t
'�'�,�� 3. See Sheet R-16 for curb return elevations, n iR
O Adjust to final grade. `s/S/ Shown as $ (typ.) . �y a (9�.8) Exist. Elevation �.
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O Relocate exist. fire hydrant. 4. Unless shown Catch Basin shall kV Exist. Slope ka
otherwise,
Open cut allowed in accordance with have a 10 L.F. (sin.) 8" diameter stub at
K.C.R.S. 8.03(8)3.
a slope of 2.0% (min.).
�) Remove exist. 54.00
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JOB No
258-05-881
DESIGNED J.B.
DRAWN
K.L.
CHECKED
DATE February, 1988
DATE OF
PRINT
R-3
OF 34
1.4
SHEETS
/4 f-, /2- / S�'-> e 3 SCANNED WO - 5 199A
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