HomeMy WebLinkAboutR-326805PROJECT CONTROL
_ VERTICAL:
PROJECT BM:
CIN OF RENTON VERTICAL EIENCH MARK #1938; TOP OF
SOUTHWEST BOLT ON SOUTHWEST LIGHT STANDARD
CORNER OF 3RD AND MONTEREY.
m ELEV. = 106.529 FT. (NAVD 88 DATUM)
ALL TBM AND CONTROL POINT ELEVATIONS ESTABLISHED
C BY DIGITAL DIFFERENTIAL LEVELS.
HORIZONTAL:
HORIZONTAL CONTROL IS BASED ON THE WASHINGTON
STATE PLANE COORDINATE SYSTEM (1983/91, U.S.
SURVEY FEET). THE PROJECT HORIZONTAL DATUM FOR
THIS SURVEY IS AT GRID VALUES.
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HORIZONTAL CONTROL ESTABLISHED FROM GLOBAL
POSITION SURVEY CONSTRAINED TO KING CO. CONTROL
POINTS #1887, #2677 AND NGS SUPER NET "HAFF".
PRIMARY
HORIZONTAL CONTROL
a
(CLOSED TRAVERSE)
POINT
NORTHING
EASTING
ELEVATION
z
W
PCP
3
m
1303087.888
�
MAG
NAIL WASHER
PCP
5
179476.990
1303518.724
Z
MAG
NAIL
PCP
6
179275.766
CD
73.00
MAG
7
PCP
0 -"
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cc
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HORIZONTAL CONTROL ESTABLISHED FROM GLOBAL
POSITION SURVEY CONSTRAINED TO KING CO. CONTROL
POINTS #1887, #2677 AND NGS SUPER NET "HAFF".
PRIMARY
HORIZONTAL CONTROL
POINTS
(CLOSED TRAVERSE)
POINT
NORTHING
EASTING
ELEVATION
BOP
DESCRIPTION
PCP
3
179644.132
1303087.888
46.92
MAG
NAIL WASHER
PCP
5
179476.990
1303518.724
49.65
MAG
NAIL
PCP
6
179275.766
1303932.405
73.00
MAG
NAIL
PCP
7
178752.616
1304011.872
57.11
TACK
LEAD PLUG
PCP
8
178437.175
1303785.908
52.64
MAG
NAIL
PCP
9
177945.545
1304731.715
55.92
1 MAG
NAIL
ALIGNMENT CONTROL -SR 169 (CONSTRUCTION BASEIJNE)
STATION
NORTHING
FASTING
DESCRIPTION
1531+00.00
177951.535
1304773.602
BOP
1540+51.05
178655.241
1304133.911
AP
1541+36.71
178720.868
1304078.860
AP
1543+48.30
178883.234
1303943.188
AP
1545+92.85
179074.438
1303790.724
AP
1548+57.13
179282.070
1303627.217 1
AP
1550+10.981
179399.158
1303527.415 1
EOP
ALIGNMENT
CONTROL -CEDAR RIVER
PARK ENTRANCE
STATION
NORTHING
EASTING
DESCRIPTION
9+81.09
178601.330
1304182.930
BOP
11+03.44
178519.192
1304092.245
PC
12+39.15
178428.091
1303991.657
PI
13+63.00
178426.063
1303855.962
PT
RADIUS:
360.00'
DELTA:
41018'37"
LENGTH:
259.560
TANGENT:
135.711
14+42.12
178424.880
1303776.851
PC
14+60.67
178424.603
1303758.299
PI
14+76.86
178438.587
1303746.105
PT
14+94.99
178527.622
1303668.468
EOP
RADIUS:
40.00'
DELTA:
49'46'06"
LENGTH:
34.745'
TANGENT:
18.554'
Perteet Inc.
Nor 425-252-7700 11-800-615-9900
2707 Colby Avenue, Suite 900
Everett, Washington 98201
No. Date Revision By Appr.
PCP 9
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MAPLE VALLEY HIGHWAY
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V L.Ur%n F%l V GR r/` %n r%
ACCESS STA.9+81.09
wAsy%F�
Y
,Q2C4043��p
/Sr E
EXPIRES: 11 /25/
PCP 6
PCP 5
SCALE
FA STPUL 0169 (19)
R-326805
PCP 3
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1"=150'MAPLE
CITY OF RENTON
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1 -
VALLEY HIGHWAY(SR1 69
CEDAR RIVER PARK ACCESS IMPROVEMENTS
ALIGNMENT PLAN
S"5`"°
32
of Total
pa"e Number