HomeMy WebLinkAboutT-2690A4TOTAL CURVE DATA CURVE DATA SPIRAL DATA
P.I. STATION DELTA TANGENT C DELTA RADIUS LENGTH S a DE LS
105 1094+04.49 , 41'45'46'LT 1 728.59 41 *4646" LT 1909.86 1 0.07 1,500 3 °00'00" SEC. 23, T. 23 N., R. 4 E, W.M.
-405 4085+86.75 18-5723" RT I -
t 26.71 18'57W RT �OO 5194 0.04
-406 4086+99.45 58'23'01" RT _F WAS 58-23'01" RT 154.79 157.73 0.04
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DEVIATIONS
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INTERSECTION WITH THE NB 1-406 ON RAMP
APPROVED - -10
TEMPORARY CONSTRUCTION
EASEMENT
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SCALE IN FEET
TP-E406 4090+24.17 POE=
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CHANNEL I_74 TION PL 4N
FILE NAME
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1-405 MP 0.25 TO MP 2.77
Plot 2
TIME
8:20:22 AM
—
REGION
NO.
STATE
FEDAD PROJ.NO.
0� W A
of Transportation
1-405
DATE
812,�72_010
Z
4 ®5 Corridor Program
5
AR2
PLOTTED BY
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1-5 TO SR1 69
DESIGNED BY
A. SCHMIDTMAN
JOB NUMBER
2
7
01BERGER
STAGE I -WIDENING
SHEET
BY
D. FRANKILIM
BILFINGER
-ENTERED
CHECKED BY
J. ST. JOHN
CONTRACT NO.
LOCATION NO.
A�.
AGOOCIATES
Civil I=
KING COUNTY JULY 2010
OF
PROD. ENGR.
L. HODISSON
llA It
DATE
DATE
TRI-STATE CONSTRUCTION, INC
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rml
ALIGNMENT/RIGHT OF WAY PLAN
5 b
REGIONAL ADM.
D. DYE
REVISION
DATE
BY
P.E. STAMP BOX
P.E. STAMP BOX
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SHEETS