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INLET 00' L1�. �' , \ a,
GRATt 204.97
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1 I.E. 8" OU �� 20 •32
8" 30' S=0.0120 Io
! C.B. 37 TY E l �0�\
GRATE 2O4 57 Li CD 7
f I. E. 8" IN I 3 2-0
I . E , 12" OUT-:-9 201, 57 i q 30'
RT. �� \
d 30' RT. ,6•
g l S=O .
i hW r7-r
I GRATE 180•45
I.E. 8" OUT !%�-- 5 ) 77. 7.5 1
M.H. i8 ---
I TOP 183.15
1 I.E. 18" IN 177.0
I.E. '12" IN 176.
I.E. 12" OUT WIT
___-OIL SEPARATOR 1761.17
1 '
40 0 1 40 80
1"=40'
scale ;eel
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16-4U- .4 -4 , � ;_N05- On
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NOTE: 1 ,�
LOTS 85 AND 86 TO BE USED AS EXCESS N..,
EXCAVATION DISPOSAL SITES.
I certify these drawings have been
a".e 1i71ez� F'g 3/s3
3--93 8i
Oee,
revised according to construction
- ----
REVISED ROAD PROFILE ON WELLS CT. S.
- - T
2-27-80
K•T.
records and field surveys after
construction.
REVISED C.B. 42
VV1�.F.
REVISED PER CITY OF RENTON REVIEW
JAN.'79
KAT
R E _!0F,
DATE
APPROVA,
Ray Schutrop,
V I S 1 0 N S
01.
Li/
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1
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1,00, V.C.
I 30" HELICAL PIPE
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5
190
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+
NCILJJ
30' LT.
S /_ _I
j 12" 0' 02to1� C.B. 32 TYPE 2
30' RT. GRATE 187.10
.0
C.B. 33 TYPE 1
I • E. 12" IN & OUT 9 I 81•93
� 12" S=0.0265 C.P. 34 TYPE 2 GRATE 182.34 1$377
GRATE 179,04 I.E, 1.2" IN & OUT 1�9
I.E. 12'' IN & OUT 176.04 1`19-42 179.42
GRATE 177.32
INLET (175.9(, TV WATSR LP-VFL)
I.E. 8" OUT 175.02
8" 30' S=0.0397
C.B. 36 TYP'IE 2
GRATE 177.312
I.E. 8" 173.83
I.E. 12" IN 173.50
I . E. 12" O1JT WITH OIL
SEPARATOR t79.94 1-71•90
6' WIDE PEDESTRIAN PATH,
FIELD LOCATE
TRACT 11C"
C.B. 36 TYPE 2
2+18.24 15' RT.
1 111 1,U11'.11L 1 L UPCl VCW.jAy
TYPE 'D' APWA STANDARD
PLAN'NO.10
9'hIIDE FIRE LANE
FIELD LOCATE
PROVED BY
HARSTAD ASSOCIATES IN-
' A ENGINEERS PLANNERS
C-B. 42 TYPE 2
GRATE 206.0
I.E. 12" OUT 201.0
co
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al
al
c`•)
0
M
+
m
ZD
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C)
LZ
0
DITCH AS REQUIRED
TO COLLECT EXISTING
DRAINAGE.
210
200
190
210
200
190
180
170
160
150
CITRUST DEVELOPMENTS CORP. DA NO 802-005 ,1978
DATE N01/EMBER
SCALE 1 = 4 0'
VICTORIA HILLS DRAWING BY J.M.E.
CHECKED BY (�,J✓CS
APPROVED,
ROAD & STORM DRAINAGE
PLAN PROFILE SHEET 9
OF 1
'.! E D