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PROP 8"0 DI WM
EX 6"0 DI WM
m
EX SSMH TYPE 1 48"0
STA: 1 +53.07, 0.93' RT
w/SOLID LOCKING LID
RIM= L-f 5 -%
IE = 265.80 8" IN (E)
IE = 265.50 8" OUT (N)
z
0
w
ry
ORIGINAL DEED CORNER
PROPOSED 5 FT DEDICATION TO THE CITY
OF RENTON
25 LF 6" SS @ 2.00% -
PVC SDR35 ASTM D3034
PRIVATE 10' UTILITY EASEMENT
EX SSMH, TYPE 1 48"0
STA: 1+53.07, 0.93' RT y'
w/SOLID LOCKING LID 1+pp
RIM= �- 215-Oo
IE = 265.80 8" IN (E)
IE = 265.50 8" OUT (N)
INT'X STA: 1+61.50 PLAT =
STA: 7+99.99, CAMAS AVE NE
5' TO BE DEDICATED TO THE CITY OF
RENTON WITH THE RECORDING OF THIS
SHORT PLAT
ASPHALT WEDGE CURB
SEE DETAIL
PRIVATE ROADWAY SECTION
SEE DETAIL /"-,�
BENCHMARK 1+60
BASIS OF ELEVATION CITY OF RENTON MON.
#57 NW CORNER SEC. 8, T23N, R5E, W.M.
ELEVATION=99.496 METERS=326.42 FEET
N 6510.450 CALC. = N56830.947 CITY OF RENTON
W E 66068.649 CAL-C. = E398127.629 CITY OF RENTON
u-
SHORT PLAT OF CAMAS ESTATES ILUAO4mO391
I
'8" S
W35
�
@ 0.50%
STM D3034
VERTICAL DATUM
NAVD-88
NORTH AMERICAN VERTICAL DATAM OF 1988
PER KING COUNTY DEPARTMENT OF PUBLIC WORKS
LOW POINT STA = 3+55.94
PVI STA = 3+56
U.JJ JUU In OF I�MLU. r UJI I IUIN.
100.00' VIC
i O �0
CD~ N ¢ Lq I�
CDN -d- C"I
N 6295.016
E 65744.896
720
x275.30
73.40
SSCO #1, 8"0
STA: 4+79.95, 38.60' RT
RIM= -2-7$ 6- Z-71.1
IE = 26�.18 8" OUT (NE) ZGr7•'6
SSMH #3, TYPE B 54"0
STA: 3+89.54, 22.76' RT
w/SOLID LOCKING LID
RIM= 272.00 O v-
IE = 266.81 8" IN (SE)
IE = 266.81 8" OUT (N)
SSMH #2, TYPE B 54"0
STA: 3+88.97, 6.00' RT
w/SOLID LOCKING LID
RIM = Z? 2. 30
IE = 266.41.6" IN (SE) O 2��•�S
IE = 266.�4 8" IN (S) S
IE =266.�4-8" OUT (W) 2 (o(o-C* S
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
_ )
Date
4.50 SSMH #2, TYPE B 54"0
STA: 3+88.97, 6.00' RT
w/SOLID LOCKING LID
RIM=-z"� 7-17-30
273.20 IE = z`'66-�i 6" IN (E) TZG&OCALE
IE = 266..�4 8" IN (S) 20•Z4&-5 0
IE = 266.�i 8" OUT (W)
1 " = 209
10, 20,
UTILITY CROSSINGS
SEE UTILITY CROSSINGS ON COMPOSITE UTILITY
PLAN SHEET C14.
x271.40Ago" qftAbAdft Am Admik A
IE= 266.90
x271.40 8 LF 6" SS @ 2.00%
PVC SDR35 ASTM D3034
PROPERTY AS CONVEYED BY DEED
UNDER KING COUNTY RECORDING NO.
6104232
271.20
16.7 LF 8" SS @ 0.40%
PVC SDR35 ASTM D3034
SSMH #3, TYPE B 54"0
STA: 3+89.54, 22.76' RT
w/SOLID LOCKING LID
SE R RIM= 272.00 We-
1 MIN IE = 266.81 8" IN (SE) ok
IE = 266.81 8" OUT (N) o�c
x'?69.4
N 6096.782
E 65741.437
As, Si 1is
/ 1r-e. 0005
SSCO #1, 8"0
STA: 4+79.95, 38.60' RT
SOLID LID
RIM = 2'T (. i
IE = -26�1-8 8" OUT (NW) 2GZ.$
CA KIITA DV OF-kAICD C'CD\/I(-`CC
E AT MAIN
SANITARY SERVICE STUB
IE
10
STA:
1+97.02,
1.88' RT
265.97
STA:
1+99.02,
1.92' RT
265.98
(2)
STA:
2+66.75,
3.38' RT
266.25
STA:
3+39.34,
4.98' RT
266.55
®
STA:
3+70.55,
5.60' RT
266.67
STA:
3+88.97,
6.00' RT
1 266.74
IE END OF SERVICE
SANITARY SERVICE STUB
IE
TOP
SLOPE
10
STA: 1+97.56, 23' LT
266.47
266.97
2.00%
1�
STA: 1+99.56, 23' LT
266.48
266.98
2.00%
02
STA: 2+67.42, 28' LT
266.87
267.37
2.00%
33
STA: 3+39.99, 25.12' LT
267.15
267.65
2.00%
®
STA: 3+71.17, 23' LT
267.25
267.75
2.00%
05
STA: 3+97.20, 6.18 RT
266.90
1 267.40
2.00%
ScxwEuCL &
Assocum, Puic
CIVIL ENGINEERING & PROJECT MANAGEMENT
1945 SOUTH 375TH STREET Bus: (253) 815-1700
3j 2S123 FEDERAL WAY, WA 98003 Fax: (253) 815-1701
IOI bschweikl@cOmcGst.net
09/20/os
"; �e °/ SCANNED APR 2 2 i