1

S

H

E

E

T

NO.

SHEET NO. SHEET DESCRIPTION

INDEX OF ROADWAY PLANS

FDOT PROJECT MANAGER:

P.E. NO.:

ROADWAY PLANS

ROADWAY

BRIDGES

EXCEPTIONS

LENGTH OF PROJECT

CONTRACT PLANS

DATE BY DESCRIPTIONENGINEER OF RECORD:

KEY SHEET REVISIONS

A DETAILED INDEX APPEARS ON THE

KEY SHEET OF EACH COMPONENT

MILES

FISCAL

Y

E

A

R

09

COMPONENTS OF CONTRACT PLANS SET

05/02/ 1:40:1 KEYSRD

LINEAR FEET

NET LENGTH OF PROJECT

GROSS LENGTH OF PROJECT

merwin

PROJECT LENGTH IS BASED ON { OF CONSTRUCTION

GOVERNING STANDARDS AND SPECIFICATIONS:

AS AMENDED BY CONTRACT DOCUMENTS.

FLORIDA DEPARTMENT OF TRANSPORTATION,

AND STANDARD SPECIFICATIONS FOR ROAD AND

BRIDGE CONSTRUCTION DATED 2007,

JACKSONVILLE

FT PIERCE

FT LAUDERDALE

MIAMI

NAPLES

TAMPA

ORLANDO

TALLAHASSEE

PENSACOLA

1095

4

4

275

295

75

10

75

75

95

75

75

TU

RN

PIKE

BEE LINEEXPRESSWAYFLO

RID

A S

BARTOW

KEY WEST

CHIPLEY

DELAND

LAKE

CITY

0 1 2

Miles

N

50096

TERREL SHAW, P.E.

REVISIONS

For Design Standards modifications click on:

http://www.dot.state.fl.us/rddesign/

APPLICABLE DESIGN STANDARDS MODIFICATIONS: TBA

PLANS PREPARED BY:

NOTE: THE SCALE OF THESE PLANS MAY

HAVE CHANGED DUE TO REPRODUCTION.

ROADWAY SHOP DRAWINGS

TO BE SUBMITTED TO:

TERREL SHAW, P.E.

HNTB CORPORATION

7077 BONNEVAL ROAD

SUITE 600, LIBERTY CENTER

JACKSONVILLE, FL 32216

PHONE NO. (904) 296-0207

FAX NO. (904) 279-0260

LOCATION OF PROJECT

75

441

329

331

LAND GRANTLOT

NO. 1

6

Paynes

Rocky

Point

BivansArm

TIGERT

25

B08

7

18

2

3

4

31

29

20

17

1

GAINESVILLEPop. 81,371

20

2

6

338

NW 16th Ave.

12

3

456

1

Clinch

Wacahoota

121

3

1

10

456

7

8

911

12

1

3

1415

16

1718

19 2021

22

23

27

2

8

29

30

3132

3334 35 36

3

5

4

Hog

wn

Lake Alice

to

Hogtown

Prairi

e

Sugarfoot

Prairie

LakeKanapaha

ClearL.

Shannon

Wood

Arredondo

Estates

Arredondo

Kanapaha

B

u

c

k

i

n

g

h

a

m

W

e

s

t

Durant

Estates

West

Hills

B14

U.ofF.

23A

Est. Pop. 31,072

GAINESVILLE DELIMITED AREA

1

2

1

26

93

93

24

24

26A

232

338

23

31 32

33

34

121

6

226

26

RestArea

2

Prairie

ALACHUA COUNTY

PUBLIC WORKS DEPARTMENT

FINANCIAL PROJECT ID 211365-0-03

FEDERAL AID PROJECT NO. S124-002R

ALACHUA COUNTY (51240)

SMART BUS BAY ON

SOUTHWEST 20TH AVENUE

PHASE I SUBMITTALAPRIL 2009

BEGIN PROJECT

STA. 180+60.00

END PROJECT

STA. 185+80.00

520

520

520

0.10

0.10

0.10

1

2

3

4

5 - 8

9 - 11

12

HNTB CORPORATION

7077 BONNEVAL ROAD

SUITE 600, LIBERTY CENTER

JACKSONVILLE, FL 32216

PHONE NO. (904) 296-0207

FAX NO. (904) 279-0260

CERT. OF AUTH. NO. 6500

DESIGN STANDARDS DATED 2008,

ROADWAY PLANS

KEY SHEET

TYPICAL SECTION

GENERAL NOTES

ROADWAY PLAN-PROFILE

CROSS SECTIONS

TRAFFIC CONTROL PLAN

UTILITY ADJUSTMENT SHEET

TRAVEL LANETRAVEL LANE

R/W

LIN

E

R/W

LIN

E

BUS LANE BUS LANE

MILL & RESURFACEWIDENING WIDENING

STD. CLEARING & GRUBBING STD. CLEARING & GRUBBING

0.02 0.02

MILLING

RESURFACING

WIDENING

TYPICAL SECTION

0.02 0.02

BIKE

LANE

BIKE

LANE

12’12’

40’ 40’

12’ 12’

24’

5’ 5’

17’ 17’7’ 7’

28’ 28’

4"

3"

0.02

0.02

DETAIL OF ASPHALT BASE CURB PAD

VARIES

12" MIN.

ASPHALT BASE

MATERIAL

STRUCTURAL COURSE

FRICTION COURSE

TYPE B STABILIZATION

LBR 40

CURB & GUTTER

TYPE F

CONCRETE

SIDEWALK

} SURVEY

} CONST.

CONCRETE SIDEWALK

CURB & GUTTER

TYPE F

TYPE B STABILIZATION

LBR 40

TYPE B STABILIZATION

LBR 40

CURB & GUTTER

TYPE F

NATURAL GROUND

TYPICAL SECTION 1

SW 20TH AVENUE

STA. 180+60.00 TO STA. 185+80.00

DESIGN SPEED = 35 MPH

MILL EXISTING ASPHALT PAVEMENT (1.00" AVG. DEPTH)

FRICTION COURSE FC-12.5 (2.00")

TRAFFIC DATA

CURRENT YEAR = 2008 AADT = 26,700

ESTIMATED OPENING YEAR = 2010 AADT = 27,800

ESTIMATED DESIGN YEAR = 2035 AADT = 41,300

K = 9.5% D = 60% T = 2% (24 HOUR)

DESIGN HOUR T = 1%

DESIGN SPEED = 35 MPH

BLACK BASE ONLY (6.00") WITH

TYPE SP-12.5 STRUCTURAL COURSE (2.00")

AND FRICTION COURSE FC-12.5 (1.50")

0.030.030.030.03

05/02/ 1:40:2 TYPSRD

ROAD NO. COUNTY

D

E

S

C

R

I

P

T

I

O

N

DATE

D

E

S

C

R

I

P

T

I

O

N

D

A

T

E

REVISIONS

FINANCIAL PROJECT ID

ALACHUA COUNTY

PUBLIC WORKS DEPARTMENT

S

H

E

E

T

NO.

merwin

ALACHUA

7

0

7

7

B

O

N

N

E

V

A

L

R

O

A

D

,

S

U

I

T

E

6

0

0

L

I

B

E

R

T

Y

C

E

N

T

E

R

J

A

C

K

S

O

N

V

I

L

L

E

,

F

L

O

R

I

D

A

3

2

2

1

6

P

H

O

N

E

:

(

9

0

4

)

2

9

6

-

0

2

0

7

C

A

N

O

.

:

6

5

0

0

ENGINEER OF RECORD:

T

E

R

R

E

L

S

H

A

W

,

P

.

E

.

L

I

C

.

N

o

.

5

0

0

9

6

211365-0-03 2

TEL

WATER

WATER

W

A

T

E

R

WATER

WATER

WATERWATER

WATER

SAN

WATER

SAN

SAN

WATER

WATER

12" CM

P

24" RCP

18" CMP

2

4

"

R

C

P

1

8

"

C

M

P

24" RCP

SS

1

8

1

PT

ST

A. 181+

61.0

0

182 183 184 185 186N 86%%d 15’ 50" E

ALACHUA COUNTY

PUBLIC WORKS DEPARTMENT

ALACHUA

SCALE: 1" = 40’ HORIZ.

1" = 5’ VERT.

05/02/ 1:40:5 PLPRRD

ROAD NO. COUNTY

D

E

S

C

R

I

P

T

I

O

N

DATE

D

E

S

C

R

I

P

T

I

O

N

D

A

T

E

REVISIONS

FINANCIAL PROJECT ID

S

H

E

E

T

NO.

merwin

ROADWAY PLAN-PROFILE

7

0

7

7

B

O

N

N

E

V

A

L

R

O

A

D

,

S

U

I

T

E

6

0

0

L

I

B

E

R

T

Y

C

E

N

T

E

R

J

A

C

K

S

O

N

V

I

L

L

E

,

F

L

O

R

I

D

A

3

2

2

1

6

P

H

O

N

E

:

(

9

0

4

)

2

9

6

-

0

2

0

7

C

A

N

O

.

:

6

5

0

0

ENGINEER OF RECORD:

T

E

R

R

E

L

S

H

A

W

,

P

.

E

.

L

I

C

.

N

o

.

5

0

0

9

6

211365-0-03 4

181+00 182+00 183+00 184+00 185+00 186+00

EXIST. GROUND LINE

ALONG } SURVEY

71.8

5

72

.33

N0 10 40

Feet

70

80

60

80

70

60

EXIST. R/W

EXIST. R/W

SOUTHWEST VILLAS

PINNACLE POINT LLC

17’

17’

17’

17’

S.W. 20TH AVE.} SURVEY S.W. 20TH AVE

BEGIN PROJECT

BEGIN MILLING & RESURFACING

STA. 180+60.00

} SURVEY S.W. 20TH AVE

PEDESTRIAN CROSSING

WITH BRICK PAVERS10’

END PROJECT

END MILLING & RESURFACING

STA. 185+80.00

} SURVEY S.W. 20TH AVE

12’

12’

12’

12’

CONST. TYPE F CURB &

GUTTER

FDOT INDEX 300 (TYP.)

CONST. TYPE F

CURB & GUTTER

CONST. CURB RAMP

FDOT INDEX 304 (TYP.)

CONST. 5’ CONC. SIDEWALK

MILL & RESURFACE

LEGEND

CONST. 5’ CONC. SIDEWALK

MATCH EXIST. SIDEWALK

STA. 185+57.36

CONST. 7’ CONC. SIDEWALK

+15.06

38.28 RT

+64.82

37.94 RTCONST. CURB

RAMP

CONST. 7’ CONC. SIDEWALK

CONST. 5’ CONC.

SIDEWALK

MATCH TO EXIST.

MATCH TO EXIST. SIDEWALK

STA. 181+17.83

CONST. 5’ CONC.

SIDEWALK

+44.82

40.00 RT

+35.06

40.00 RT

MATCH TO EXIST.

CONST. 7’ CONC. SIDEWALK

END SIDEWALK

STA. 184+15.13

BEGIN SIDEWALK

STA. 182+64.92

CONST. 7’ CONC. SIDEWALK

00 2020 4040 6060 8080 100100 120120

64

66

68

70

72

74

76

78

80

62

180+50.00

64

66

68

70

72

74

76

78

80

62

181+00.00

64

66

68

70

72

74

76

78

80

62

181+50.00

10 Vertical

20 Horizontal

7

0

7

7

B

O

N

N

E

V

A

L

R

O

A

D

,

S

U

I

T

E

6

0

0

L

I

B

E

R

T

Y

C

E

N

T

E

R

J

A

C

K

S

O

N

V

I

L

L

E

,

F

L

O

R

I

D

A

3

2

2

1

6

P

H

O

N

E

:

(

9

0

4

)

2

9

6

-

0

2

0

7

C

A

N

O

.

:

6

5

0

0

ENGINEER OF RECORD:

T

E

R

R

E

L

S

H

A

W

,

P

.

E

.

L

I

C

.

N

o

.

5

0

0

9

6

05/02/ 1:41:0 RDXSRD

ROAD NO. COUNTY

D

E

S

C

R

I

P

T

I

O

N

DATE

D

E

S

C

R

I

P

T

I

O

N

D

A

T

E

REVISIONS

FINANCIAL PROJECT ID

S

H

E

E

T

NO.

Embankment

VAV

Regular Exc.

A

merwin

ALACHUA COUNTY

PUBLIC WORKS DEPARTMENT

ALACHUA 5211365-0-03

CROSS SECTIONS

S.W. 20TH AVE.

71.85

Exis

t. R

/W

Exis

t. R

/W

-

71.87

Exis

t. R

/W

Exis

t. R

/W

-

3.00%

71.94

Exis

t. R

/W

Exis

t. R

/W

-

3.00%3.00%

00 2020 4040 6060 8080 100100 120120

64

66

68

70

72

74

76

78

80

62

182+00.00

64

66

68

70

72

74

76

78

80

62

182+50.00

64

66

68

70

72

74

76

78

80

62

183+00.00

10 Vertical

20 Horizontal

7

0

7

7

B

O

N

N

E

V

A

L

R

O

A

D

,

S

U

I

T

E

6

0

0

L

I

B

E

R

T

Y

C

E

N

T

E

R

J

A

C

K

S

O

N

V

I

L

L

E

,

F

L

O

R

I

D

A

3

2

2

1

6

P

H

O

N

E

:

(

9

0

4

)

2

9

6

-

0

2

0

7

C

A

N

O

.

:

6

5

0

0

ENGINEER OF RECORD:

T

E

R

R

E

L

S

H

A

W

,

P

.

E

.

L

I

C

.

N

o

.

5

0

0

9

6

05/02/ 1:41:0 RDXSRD

ROAD NO. COUNTY

D

E

S

C

R

I

P

T

I

O

N

DATE

D

E

S

C

R

I

P

T

I

O

N

D

A

T

E

REVISIONS

FINANCIAL PROJECT ID

S

H

E

E

T

NO.

Embankment

VAV

Regular Exc.

A

merwin

ALACHUA COUNTY

PUBLIC WORKS DEPARTMENT

ALACHUA 6211365-0-03

CROSS SECTIONS

S.W. 20TH AVE.

71.96

Ex

ist.

R

/W

Exis

t. R

/W

-

1:2

1:2

1:2 1:2

3.00%3.00%

71.93

Ex

ist.

R

/W

Ex

ist.

R

/W

-

1:21:2 3.00%3.00%

71.95

Exis

t. R

/W

Exis

t. R

/W

-

1:2 3.00%3.00%

00 2020 4040 6060 8080 100100 120120

64

66

68

70

72

74

76

78

80

62

183+50.00

66

68

70

72

74

76

78

80

64 184+00.00

64

66

68

70

72

74

76

78

80

62

184+50.00

10 Vertical

20 Horizontal

7

0

7

7

B

O

N

N

E

V

A

L

R

O

A

D

,

S

U

I

T

E

6

0

0

L

I

B

E

R

T

Y

C

E

N

T

E

R

J

A

C

K

S

O

N

V

I

L

L

E

,

F

L

O

R

I

D

A

3

2

2

1

6

P

H

O

N

E

:

(

9

0

4

)

2

9

6

-

0

2

0

7

C

A

N

O

.

:

6

5

0

0

ENGINEER OF RECORD:

T

E

R

R

E

L

S

H

A

W

,

P

.

E

.

L

I

C

.

N

o

.

5

0

0

9

6

05/02/ 1:41:1 RDXSRD

ROAD NO. COUNTY

D

E

S

C

R

I

P

T

I

O

N

DATE

D

E

S

C

R

I

P

T

I

O

N

D

A

T

E

REVISIONS

FINANCIAL PROJECT ID

S

H

E

E

T

NO.

Embankment

VAV

Regular Exc.

A

merwin

ALACHUA COUNTY

PUBLIC WORKS DEPARTMENT

ALACHUA 7211365-0-03

CROSS SECTIONS

S.W. 20TH AVE.

72.01

Ex

ist.

R

/W

Exis

t. R

/W

-

1:2

3.00%3.00%

72.07

Ex

ist.

R

/W

Ex

ist.

R

/W

-

1:2

3.00%3.00%

Exis

t. R

/W

Exis

t. R

/W

72.12

-

1:2

1:2

3.00%3.00%

00 2020 4040 6060 8080 100100 120120

64

66

68

70

72

74

76

78

80

62

185+00.00

64

66

68

70

72

74

76

78

80

62

185+50.00

64

66

68

70

72

74

76

78

80

62

186+00.00

10 Vertical

20 Horizontal

7

0

7

7

B

O

N

N

E

V

A

L

R

O

A

D

,

S

U

I

T

E

6

0

0

L

I

B

E

R

T

Y

C

E

N

T

E

R

J

A

C

K

S

O

N

V

I

L

L

E

,

F

L

O

R

I

D

A

3

2

2

1

6

P

H

O

N

E

:

(

9

0

4

)

2

9

6

-

0

2

0

7

C

A

N

O

.

:

6

5

0

0

ENGINEER OF RECORD:

T

E

R

R

E

L

S

H

A

W

,

P

.

E

.

L

I

C

.

N

o

.

5

0

0

9

6

05/02/ 1:41:2 RDXSRD

ROAD NO. COUNTY

D

E

S

C

R

I

P

T

I

O

N

DATE

D

E

S

C

R

I

P

T

I

O

N

D

A

T

E

REVISIONS

FINANCIAL PROJECT ID

S

H

E

E

T

NO.

Embankment

VAV

Regular Exc.

A

merwin

ALACHUA COUNTY

PUBLIC WORKS DEPARTMENT

ALACHUA 8211365-0-03

CROSS SECTIONS

S.W. 20TH AVE.

Exis

t. R

/W

Exis

t. R

/W

72.17

-

1:4 1:41:4 1:43.00%3.00%

72.22

Exis

t. R

/W

Exis

t. R

/W

-

1:43.00%3.00%

72.30

Ex

ist.

R

/W

Exis

t. R

/W

-

TEL

WATER

WATER

W

A

T

E

R

WATER

WATER

WATERWATER

WATER

SAN

WATER

SAN

SAN

WATER

WATER

TEL

WATER

WATER

W

A

T

E

R

WATER

WATER

WATERWATER

WATER

SAN

WATER

SAN

SAN

WATER

WATER

12" CM

P

24" RCP

18" CMP

24" RCP

1

8

"

C

M

P

24" RCP

SS

SS

1

8

1

182 183 184 185 186N 86%%d 15’ 50" E

05/02/ 1:41:5 TCPLRD

ROAD NO. COUNTY

D

E

S

C

R

I

P

T

I

O

N

DATE

D

E

S

C

R

I

P

T

I

O

N

D

A

T

E

REVISIONS

FINANCIAL PROJECT ID

ALACHUA COUNTY

PUBLIC WORKS DEPARTMENT

S

H

E

E

T

NO.

merwin

ALACHUA

7

0

7

7

B

O

N

N

E

V

A

L

R

O

A

D

,

S

U

I

T

E

6

0

0

L

I

B

E

R

T

Y

C

E

N

T

E

R

J

A

C

K

S

O

N

V

I

L

L

E

,

F

L

O

R

I

D

A

3

2

2

1

6

P

H

O

N

E

:

(

9

0

4

)

2

9

6

-

0

2

0

7

C

A

N

O

.

:

6

5

0

0

ENGINEER OF RECORD:

T

E

R

R

E

L

S

H

A

W

,

P

.

E

.

L

I

C

.

N

o

.

5

0

0

9

6

211365-0-03 11

1

8

1

182 183 184 185 186N 86%%d 15’ 50" E

EXIST. R/W

EXIST. R/W

S.W. 20TH AVE.

} SURVEY S.W. 20TH AVE

SEE ADVANCE SIGNING PLAN

(SHEET NO. __) FOR TCP

SIGNING DETAIL PLACEMENT

PHASE II CONSTRUCTION

PHASE I CONSTRUCTION

TRAFFIC CONTROL PLAN

PHASE I & PHASE II

Drum

Lane Identification and

Direction of Traffic

Work Area

Work Zone Sign

LEGEND:

EXIST. R/W

EXIST. R/W

} SURVEY S.W. 20TH AVE

SEE ADVANCE SIGNING PLAN

(SHEET NO. __) FOR TCP

SIGNING DETAIL PLACEMENT

SEE ADVANCE SIGNING PLAN

(SHEET NO. __) FOR TCP

SIGNING DETAIL PLACEMENT

SEE ADVANCE SIGNING PLAN

(SHEET NO. __) FOR TCP

SIGNING DETAIL PLACEMENT

N

0 10 40

Feet

N

0 10 40

Feet

SS

OVERHEAD POWER OVERHEAD POWER

12" CLAY

1

2

"

C

L

A

Y

TEL

WATER

WATER

W

A

T

E

R

WATER

WATER

WATERWATER

WATER

SAN

WATER

SAN

SAN

WATER

WATER

8" CLAY

12" CIP1

2

"

C

I

P

2

"

G

S

P

2

"

G

S

P

8" D

IP1

8

1

182 183 184 185 186N 86%%d 15’ 50" E

ALACHUA COUNTY

PUBLIC WORKS DEPARTMENT

ALACHUA

SCALE: 1" = 40’ HORIZ.

1" = 5’ VERT.

05/02/ 1:42:1 UTADRD

ROAD NO. COUNTY

D

E

S

C

R

I

P

T

I

O

N

DATE

D

E

S

C

R

I

P

T

I

O

N

D

A

T

E

REVISIONS

FINANCIAL PROJECT ID

S

H

E

E

T

NO.

merwin

7

0

7

7

B

O

N

N

E

V

A

L

R

O

A

D

,

S

U

I

T

E

6

0

0

L

I

B

E

R

T

Y

C

E

N

T

E

R

J

A

C

K

S

O

N

V

I

L

L

E

,

F

L

O

R

I

D

A

3

2

2

1

6

P

H

O

N

E

:

(

9

0

4

)

2

9

6

-

0

2

0

7

C

A

N

O

.

:

6

5

0

0

ENGINEER OF RECORD:

T

E

R

R

E

L

S

H

A

W

,

P

.

E

.

L

I

C

.

N

o

.

5

0

0

9

6

211365-0-03 12

70

80

60

80

70

60

EXIST. R/W

EXIST. R/W

} SURVEY

UTILITY ADJUSTMENT SHEET

PINNACLE POINT LLC

SOUTHWEST VILLAS

S.W. 20TH AVE.

BEGIN PROJECT

BEGIN MILLING & RESURFACING

STA. 180+60.00

} SURVEY S.W. 20TH AVE

N0 10 40

Feet

END PROJECT

END MILLING & RESURFACING

END FULL DEPTH CONSTRUCTION (RT)

STA. 185+80.00

} SURVEY S.W. 20TH AVE

181+00 182+00 183+00 184+00 185+00 186+00

EXIST. GROUND LINE

ALONG } SURVEY

71.8

5

72

.33