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REVISION DESCRIPTION
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BY I APP.I DATE
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SURVEYED: JFS
DRAWN BY: CMF
DESIGN BY: TJP
CHECK BY: LBM
PROJ MGR: LBM
HanmiGlobal Partner
10230 NE Points Drive
Suite 400
bidand, Washington 93033
Phone: (425) 822-4446
FAX: (425) 627-9-577
SEC. 8, T.23N., R.H.,
CITY OF RENTON
LEGEND
6 EXISTING MONUMENT
A100 SURVEY CONTROL POINT
HORIZONTAL ALIGNMENT
NUMBER
STATION
LENGTH
RADIUS
BEARING
DELTA
L1
50+00.00
753.03'
N43°47'59"E
C1
57+53.03
330.41'
716.20'
26'25'59"
L2
60+83.44
231.18'
N70° 1358"E
C2
63+14.62
648.46'
572.96'
64'50'45"
L3
69+63.08
136.92'
S44'55'17"E
SURVEY CONTROL
POINT #
NORTHING
EASTING
ELEVATION
DESCRIPTION
100
186156.90
1303796.90
126.76
PK
NAIL
W/
OTAK WASHER
101
186380.15
1303254.90
106.92
REBAR
W/
OTAK CONTROL CAP
102
186213.18
1302690.92
32.51
PK
NAIL
W/
OTAK WASHER
103
186039.76
1302490.21
30.76
PK
NAIL
W/
OTAK WASHER
105
185846.38
1302606.01
45.63
PK
NAIL
W/
OTAK WASHER
SURVEY MAPPING NOTES
1. HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM NORTH ZONE (NAD 83/91) NOTE: PROJECT CONTROL WAS ESTABLISHED BY
CONSTRAINING TO SPC COORDINATES AT CITY OF RENTON SURVEY CONTROL POINTS #'s 57, 71, 398, & 1847.
2. VERTICAL DATUM: N.A.V.D. 88 PROJECT BENCHMARK CITY OF RENTON POINT 2118 ELEV. = 24.091'.
3. HORIZONTAL CONTROL WAS ESTABLISHED BY A COMBINATION OF FIELD TRAVERSE AND RTK GPS WITH AN ACCURACY THAT MEETS OR
EXCEEDS WAC 332-130-090. VERTICAL CONTROL WAS ESTABLISHED BY DIFFERENTIAL LEVELS.
X,, 4. THE COORDINATES AND ELEVATIONS OF CONTROL POINTS SHALL BE VERIFIED BY THE CONTRACTOR'S SURVEYOR PRIOR TO BEGINNING
CONSTRUCTION. DISTANCES, STATIONING & COORDINATES ASSOCIATED WITH THIS DRAWING ARE GRID.
S �4
9
X
1; 100 END ALIGNMENT
>oXo STA 71 +00 0.00'
i� N 186075.65
E 1303922.33
50' 0' 50' 100'
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SCALE IN FEET
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®CITY OF •
Public Works Department
S647 APPR T)D FOR CONSTRUCTION
NFL LAl�� /�/ Y11A /00
-__ DATE: mz///�z
HIGHLANDS TO LANDING
PEDESTRIAN CONNECTION PROJECT CM-1070(007)
SURVEY CONTROL &
HORIZONTAL ALIGNMENT PLAN
DRAWING NO.
1.02
PROJECT NO.
31796
FED AID NO.
CM-1070(007)
DATE:
June.2013
SHEET NO. 3 OF 44