s t r sr 408 pd&e study - segment 3 -at grade center … · 2016-08-23 · sr 408 pd&e...

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9 75 980 9 8 5 9 9 0 99 5 1000 1005 1015 1020 1025 1030 1035 1040 1045 105 0 1 055 10 6 0 1065 1070 10 15 20 25 30 3 5 40 N EXETER ST EXI ST I NG SR 50 R/ W WORLD ORLANDO SPEED WORLD ORLANDO SPEED E X I S T I NG S R 5 0 R / W E X I S T I NG S R 50 R / W P R O P O S E D R / W L I N E P R O P O S E D R / W L I N E L AN S I NG S T 520 1055 1 0 55 3,000 50 50 L I N E M A TC H L I N E M A TC H 1"=200' 50 50 520 LEGEND SR 50 MAINLINE SR 408 MAINLINE EMBANKMENT (ELEVATED) SR 408 MAINLINE ON SR 408 MAINLINE BRIDGE POTENTIAL POND SITE TWO-WAY MAINLINE AADT AADT = SR 408 Average Annual Daily Traffic Design Year 2045 SEE SR 520 INTERCHANGE OPTION B SR 520 INTERCHANGE OPTION B SR 408 PD&E STUDY - SEGMENT 3 -AT GRADE CENTER CONT. END STUDY

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Page 1: S T R SR 408 PD&E STUDY - SEGMENT 3 -AT GRADE CENTER … · 2016-08-23 · sr 408 pd&e study - segment 3 -at grade center cont. end study 1:200. created date: 3/4/2016 2:05:22 am

E. COLONIAL DR (SR 50)

E. COLONIAL DR (SR 50)

E. COLONIAL DR (SR 50)

E. COLONIAL DR (SR 50)

975

980

985

990

995

1000

1005

1015

1020

1025

1030

1035

1040

1045

1050

1055

1060

1065

1070

10

15

20

25

30

35

40

N

EXETE

R S

T

EXIS

TIN

G S

R 5

0 R/W

WORLD ORLANDO SPEED

WORLD ORLANDO SPEED

EXISTING SR 50 R/W

EXIS

TIN

G S

R 5

0 R/W

PROPOSED R/W

LINE

PR

OP

OSE

D R/W LIN

E

LANSING ST

520

1055

1055

3,000

50

50

LIN

E

MA

TC

H

LIN

E

MA

TC

H

1"=200'

50

50

520

LEGEND

SR 50 MAINLINE

SR 408 MAINLINE

EMBANKMENT (ELEVATED)

SR 408 MAINLINE ON

SR 408 MAINLINE BRIDGE

POTENTIAL POND SITE

TWO-WAY MAINLINE AADT

AADT = SR 408 Average Annual Daily Traffic Design Year 2045

SEE SR 520 INTERCHANGE OPTION B

SR 520 INTERCHANGE OPTION B

SR 408 PD&E STUDY - SEGMENT 3 -AT GRADE CENTER CONT.

END STUDY

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