HomeMy WebLinkAboutTED4001892.11A Portion Of The S.W. 1/4 Of Sec. 29 And The S.E. 1/4 Of Sec. 30, Twpl. 23 NO, Rge. 5 E., W.M.
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240
235 —
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NOTES
/
1.
Unless shown otherwise, offsets
shown are
ench o
to centerline of catch basin.
2/
'
2
See Sheet R for Catch Basin
Type II plan
i
views.
\ I
3.
See Sheet R-1 for curb return
elevations,
I
i
Shown as 7,_ (typ.) . EXCeP'L'
4.
Unless shown otherwise, Catch Basin shall.
//p
.SO Esrn'f lTy�.�
have a 10 L.F. (min.) 8" diameter stub at
a slope of 2.0% (min.) .
255 1 255 -
250 1 250
245 1 245
240 240
235 1 235
1
230 230
C
v
225 225
220 1 220
n
r
SCALE ' I" = 5', Vert.
PPS' CONTOUR INTERVAL : 2'
DATUM: SOOS CREEK WATER
8 SEWER DIST° (K.C.A.S.)
T.B.M. . I.E. 80.06' Of MJ} . 6-5 On
The E. Side Of 961h Ave.
3,, 350'! N. Of The
lnter3ectlon Of 96th Ave. S.
a S f73
/ I ^ - ' rd 51.
0
9�z�%��. KING COUNTY
APPROVAL s
E� FienCh D�oin .4/w LEGEND: si°MATua '
l 68 TH PLO � /�'6'�// .3/ L F, 8" � COP
o. s
zfl�, Wheelchair Ramp (At � /2 Unless Otherwise Shown)
v ti
v. ----'— Corrugated Plastic Pipe (C.P.P.) for Roof Drains
/9
1 Mailbox Locations See Detail On Sht. R-13.
• a�
Building Setback Line (B.S.B.L.)
C
--'— French Drain
Cow 7ii��7�ion .
400+ 0 401+00
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CONFORMS TO CONSTRUCTION
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i e NO 258-05-881
_T DESIGNF J,B./S.H.
V DRAWN K.L. /J.N.
H B L C H E( K F, L.T.P.
F` e 215 D A - F February, 1988
vo C
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