Top Banner
BARRY W. CORP. 105 106 107 108 109 110 111 112 113 120 121 120 121 123 124 120 121 112 113 114 115 116 117 118 112 110 112 109 109 112 122 121 120 120 119 117 117 118.5 117 116 115 114 111 112 112 118.5 122 121 120 119 110 116 117 118.5 106 106 110 110 112 112 117.5 117.5 118.5 118.5 119 119 1:15 1:4 1:2 106 110 112 117.5 118.5 117 116 115 106 110 112 117.5 118.5 1:15 1:3 1:2 112 106 110 117.5 118.5 119 106 110 112 1:15 1:4 1:2 1:15 1:2 1:15 1:4 1:2 106 110 112 117.5 118.5 119 120 121 1:4 1:15 1:2 1:3 1:15 1:2 1:15 1:4 1:2 117.5 1:3 122 123 123 122 106 110 112 117.5 118.5 1:2 1:4 1:15 1:15 1:4 1:2 1/17/2006 4:50:17 PM Q:\ROADWAY\049280002_FentonSt\drainage\OC_exhibit_1-17-06_v8.dgn BY DESCRIPTION DATE BY DESCRIPTION DATE REVISIONS SHEET NO. Orlando, Florida 32803 3660 Maguire Boulevard, Suite 200 Corporate Registration No. CA 00000696 O R A N G E C O U N T Y G 0 V E R N M E N T A D I R O L F ORANGE COUNTY DEPARTMENT OF PUBLIC WORKS Herman D. Tirado, P.E. PE Number 36910 N 0 Feet 300 100 INTERSTATE 4 PALM PKWY LAKE ST. PROPOSED POND C STREET ’A’ LAKE WILLIS DR LAKE WILLIS SECTION 23, TWP 24 S, RGE 28 E SECTION 14, TWP 24 S, RGE 28 E S T R E E T " " B INTERNATIONAL DRIVE PC STA. 117+33.16 120 PT STA. 122+20.31 PC STA. 125+42.69 PT STA. 127+53.61 70 80 90 PC STA. 99+65.23 100 PT STA. 109+07.99 110 120 POT STA. 122+50.00 130 140 10 20 30 10 10 10
1

ORANGE COUNTY DEPARTMENT OF PUBLIC WORKS · barry w. corp. sv d t d wv wv d y h wv wv d d d d y h wv d wv d y h wv d d s d d d t gv gv s d d gv rwv v f c bfp wso wbo w c d y h sv

Jul 21, 2018

Download

Documents

letruc
Welcome message from author
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
Page 1: ORANGE COUNTY DEPARTMENT OF PUBLIC WORKS · barry w. corp. sv d t d wv wv d y h wv wv d d d d y h wv d wv d y h wv d d s d d d t gv gv s d d gv rwv v f c bfp wso wbo w c d y h sv

BA

RR

Y W

. CO

RP.

SV

D

T

D

WV

WV

DY

H

WV

WV

D

D

D

DY

H

WV

D

WVD

Y

H

WV

D

D

S

D

D

D

T

GV

GV

S

D

D

GV

RW

V

V

FC

BFP

WSO

WB

O

W

C

DY

H

SV

WV

MW

A

D

S

GV

P

G

T

x

AR

V

3012

111.5

8E

C

3013

111.5

0E

C

3014

111.4

3E

C 3015

111.3

9E

C

3034

114.4

3SM

H

3094

113.4

8A

SP

3188

112.3

3SM

H

3207

111.4

8C

LF

3208

112.6

3C

LF

3346

111.1

8A

SP

3436

111.1

7C

LF

3437

112.7

3C

LF 3

446

112.8

0D

RD

3447

111.4

4D

RD

3448

110.5

1D

RD

3449

110.2

2D

RD

3450

111.7

0D

RD

3451

112.9

4D

RD 3

452

113.2

3C

LF

3464

110.3

6FM

3482

108.9

3FM

3486

107.9

1FM

3490

111.2

9C

LF

3559

116.9

8A

SP

3616

116.2

2A

SP

3626

117.8

3A

SP

3627

117.4

4SV

3641

118.2

6B

SW36

42

117.9

0FSW

3643

118.0

4FSW

3644

118.1

5FSW

3645

118.3

6B

SW

3646

118.5

0B

SW36

47

118.2

6FSW

3660

118.6

3FSW

3661

118.7

0FSW 3662

118.6

5FSW

3664

118.8

4B

SW3665

118.7

3FSW

3677

118.6

5FSW

3678

119.1

6B

SW

3688

119.3

8B

SW

3689

119.2

8FSW

3690

118.8

5FSW

3697

118.7

9FSW 3699

118.8

3B

SW

3703

119.2

5B

SW3

704

119.0

0FSW

3708

118.9

6B

SW

3709

118.9

7FSW

3710

118.9

6FSW

3711

118.9

9B

SW

3712

118.8

3B

SW

3713

118.7

0FSW

3721

118.4

0B

SW

3722

118.3

6B

SW

3726

118.2

1A

SP

3728

118.2

7W

AL

K

105

106

107

108

109

110

111

112

113

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SA

N

SA

N

SA

N

WA

TE

R

WA

TE

R

WA

TE

R

WA

TE

R

WA

TE

R

WA

TE

R

WA

TE

R

WA

TE

R

WA

TE

R

WA

TE

R

WA

TE

R WA

TE

R

WA

TE

R

WA

TE

R

WA

TE

R

WA

TE

R

SS

113.0

111.0

101.5

1:10

1:4

1:2

1:101:4 1:2

1:10

1:4

1:2

105

105

102.5

105.0

108.0

107.0

107.0

108.0

1:15

1:5

1:15

1:5

1:3

1:3

1:3

101.5

111.0

1:4

1:2

1:10

113.0

122.5

1:10

1:4

122.5

1:10

1:4

124.5

119.0

1:2

1:2

113.0

119.0

113.0

122.5

119.0

113.0

124.5

1:4

1:2

1:10

113

120121

120121

123124

120

121

112113

114115

116117

118

112

110

112

109109

112

122121120

120

119

117

117118.5

117116 115

114

111

112

112 118.5

122

121

120

119

110

116

117

118.5

106 106

110 110

112 112

117.5 117.5

118.5 118.5

119 119

1:1

51:4

1:2

106

110112

117.5

118.5

117116115

10

6

11

0

11

2

11

7.5

118.5

1:1

51:3

1:2

112

106

110

117.5

118.5119

106

110112

1:15 1:4 1:2

1:1

5

1:2

1:15

1:4

1:2

106

110

112

117.5

118.5

119

120

121

105

107.0

106

106.0

106

1:2

107.5

107.5

1:4

1:1

5

1:2

1:3

1:1

5

1:2

1:1

51:4

1:2

117.5

1:3

122 123

123122

106

110112

117.5

118.5

1:2

1:4

1:15

1:15

1:4

1:2

1/17/2006 4:50:17 PM Q:\ROADWAY\049280002_FentonSt\drainage\OC_exhibit_1-17-06_v8.dgn

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONSSHEET

NO.

Orlando, Florida 32803

3660 Maguire Boulevard, Suite 200

Corporate Registration

No. CA 00000696ORANGE

COUNTYG0VERNMENT

ADIROLF

ORANGE COUNTY

DEPARTMENT OF PUBLIC WORKS Herman D. Tirado, P.E.

PE Number 36910

N0

Feet

300100

INT

ER

ST

AT

E 4

PA

LM

PK

WY

LA

KE

ST

.

PROPOSED POND C

ST

RE

ET

’A’

LAKE WILLIS DR

LAKE WILLIS

SE

CT

ION

23, T

WP 2

4 S

, R

GE

28 E

SE

CT

ION

14, T

WP 2

4 S

, R

GE

28 E

STREET" "B

INT

ER

NA

TIO

NA

L D

RIV

E

PC

ST

A. 1

17+33.1

6

120

PT STA. 122+20.31

PC STA. 125+42.69

PT STA. 127+53.61

70

80

90

PC

ST

A. 99+65.2

3

100

PT

ST

A. 109+

07.9

9

110

120 PO

T S

TA

. 122+

50.0

0

130

140

10

2030

10

10

10