WA

TE

R

WA

TE

R

WA

TE

RW

AT

ER

WA

TE

R

WA

TE

R

WA

TE

R

WA

TE

R

ELE

CE

LE

C

ELE

C

WA

TE

R

WA

TE

R

TE

L

ELE

C

ELE

C

ELE

C

TE

L

ELE

C

ELE

C

ELE

C

UAO

TECOCOMCASTATTJEAJEAJEAJEA

TYPE

GMCATVBFOELEC.RWFMWM

NONEMINORMINORNONENONENONENONE

ADJUSTMENTANTICIPATED

UTILITY ADJUSTMENTS (SHEET 3)

LEGEND

ATC ALTERNATIVE TECHNICAL CONCEPT

LANE IDENTIFICATION

MILLING AND RESURFACING

EXPRESS LANES

CONCRETE PAVEMENT

ASPHALT PAVEMENT

BRIDGE

R/W LINE

LA R/W LINE

BARRIER WALL

GUARDRAIL

DRY POND

WET POND

C C

C C

C C

C. C.

C C

1200

1205

1210 1215

150

155

160

165

170

175

1000

1005

1010

1015

1020

1025

1030

10351040 1045

1050

1055

1060

1065

1070

1075

585

590

595

600

605

610

615

620

625

630

635640 645

650

655

660

665

670

675

1500

1505

1700

1705

1915

100 105 110115

120

125

130

135

1100

1105

1110

1115

1120

25

30

1400

1405

1410

1415

1420

1425

1300

1305

1310

1315

1320

PC

PT

PC

POT

PT

PC

C

PI

PT

PCC

PT

PC

POT

PT

PT

PC

C

PC

C

PC

C

PC PC

PT

PC

PT

POT

PC

C

PC

PR

C

PO

T

PC

PI

PO

T

PO

T

PT

PT

PC

PC

PC

PC

PO

T

PO

T

PI

PO

T

PO

T

PO

T

PT

PC

PO

T

355

360

365

370

PC

95

100

105

110

115

120

125

POT

POT

PI

3600

3605

3610

3615

3620

3625

3630

3635 36403645

36503655

3660

3665

3670

3675

1400

1405

1410

PC

C

PC

PO

T

PI

PI

PC

PT

PC

PT

PI

PI

1000

10051010

1015

1020

PC

PT

PROFILE GRADE LINE

EXIST. GROUND AT B CONST. RAMP G1

PROFILE GRADE LINE

EXIST. GROUND AT B CONST. RAMP L

PROFILE GRADE LINE

EXIST. GROUND AT B CONST. RAMP J

EXIST. GROUND AT B CONST. 9A NB

PROFILE GRADE LINE

PROFILE GRADE LINE

EXIST. GROUND AT B CONST. RAMP G2

PROFILE GRADE LINE

EXIST. GROUND AT B CONST. RAMP N2

PROFILE GRADE LINEEXIST. GROUND AT B CONST. RAMP N1

32.6

7

PI +21.7

6

EL. 32.5

7

(-) 0.100% (+) 1.650%

200' V.C.

K = 114

34.2

7

+21.7

6 E

L. 32.6

7

+21.7

6 E

L. 34.2

2

32.8

6

33.8

8

(-7.0% TO -5.3%)

TRANSTIONS.E.

+57.6

8

e = -7.0%

+57.6

8

MA

TC

H LIN

E S

TA. 585+00.0

0

MA

TC

H LIN

E S

TA. 679+00.0

0

3

202

20

30

40

50

60

20

30

40

50

60

155+00 160+00 165+00 170+00 175+00150+00

105+00 110+00 115+00 120+00 125+00 130+00

20

30

40

50

60

70

80

20

30

40

50

60

70

80

30+0025+00

30

40

50

60

70 70

60

50

40

30

Feet

100200

Butler Blvd

1215+00

10

20

30

40

50

10

20

30

40

50

1210+00

20

30

40

50

60

20

30

40

50

60

70 70

1400+00 1405+00 1410+001395+00

Ozark Dr

Baymeadows Rd E

Point

Meadows

Dr

Gate P

kwy

(SEE SH

EET 5)

178+

60.00

MATC

H LIN

E STA.

L

L

L

L

L

B CONST. RAMP G1

B CONST. RAMP N1

B CONST. RAMP N2

B CONST. RAMP G2

B CONST. RAMP O

B CONST. RAMP M

B CONST. RAMP L

B CONST. 9A SB

B CONST. RAMP KB CONST. RAMP H

B CONST. RAMP I

SHLDR MOUNTED NOISE BARRIER

GROUND MOUNTED NOISE BARRIER

GROUND MOUNTED NOISE BARRIER

POND SW11

EXIST. POND 4

EXIST. POND 5A EXIST. POND 5B

EXIST. POND 4A

EXIST. POND NWI-X

EXIST. POND NEI-X

EXIST. POND NEIEXIST. POND SEI-B

EXIST. POND SWI-A

Courtney Meadows

of North Florida

Dermatology Specialists

Reserve at Point Meadows Point Meadows Place

B CONST. 9A NB

Village Walk

L

L

L

L

L

L

L

L

L

L

L

L

L

EXIST. 16" FM TO BE AVOIDED

EXIST. 16" WM TO BE AVOIDED

SR 9A SB

SR 9A NBB SURVEY SR 9A

RAMP I

RAMP H

RAMP K

RAMP J

1N PMAR

L PMAR

M PMAR

B CONST. SR 202L

EXIST. 16" WM TO BE AVOIDED

EXIST. 12" FM TO BE AVOIDED

EXIST. BFO/CATV TO BE ADJUSTED

2N PMAR

RAMP G1RAMP G2

POND 5C

POND SE6POND SEI-A

Medical Spa*Natural Look

of Jacksonville*Electrolysis & Laser Center

LIMITS OF MILLING & RESURFACING

LIMITS OF MILLING & RESURFACING

END WIDENING BRIDGE #720605STA. 608+72.17

BEGIN WIDENING BRIDGE #720605

STA. 607+32.17

POND 56A

WETLAND LINE

EXIST. UTILITY EASEMENT

* VIBRATION SENSITIVE SITES

BankThe Jacksonville

St. Johns Vein Center* Mitra Parsa, DDS Orthodontics

Florida Eye Specialists* Mayo Primary Care Gate Parkway*

Northeast Florida*Biofeedback Associates of

Jacksonville Plastic Surgery - Medical SpaOrthodontic Specialists of Florida

BEGIN BRIDGE #720832

STA. 116+40.78

END BRIDGE #720832

STA. 123+90.78

1035+00 1040+00 1045+00 1050+00 1055+00 1060+00

30

20

40

50

20

30

40

50

LB SURVEY GATE PKWY

L

10

20

30

40

50 50

40

30

20

10

1400+00 1405+00

LB CONST. RAMP Q

PROP. 20" PVC RM FOR JEA

B CONST. RAMP JL

L

STA. 123+90.78END BRIDGE

STA. 116+40.78BEGIN BRIDGE

ATC 1B

Express Lane Direct Connection to JTB Ramps

including medical facilitiesSignificantly reduces impacts to adjacent residences and businesses, ●

the overall bridge length, MSE wall, and quantity of high fill areaSignificantly reduces maintenance by reducing the number of bridges,●

turbulence through this high volume segment of JTBeast on JTB or exit at Kernan Blvd, decreasing weaving and Eliminates lane changes for NB EL to JTB EB movement to continue●

Extends EL use by more than 7,000 LF (1.3 mi) prior to exiting to JTB●

SR 9A NB

SR 9A SB

1G

PM

AR

RA

MP G

2

RA

MP

N2

RA

MP

N1

RAMP G

ATC 7D

I-295 SB Express Lane Extension

throughout the projectSignificantly improves the ultimate EL configuration ●

entrance ramps to the EL, improving safetyReduces the number of lane shifts required for the JTB SB ●

lane access to Express LanesWidens the I-295 SB bridge over Gate Pkwy to provide a slip ●

and eliminating the need to repurpose GPL to an EL in the futureCenter Pkwy to the SR 9B interchange, fully restricting access Provides two delineator-separated EL from just south of Town ●

by nearly 9,500 LF (1.8 mi)additional EL between Town Center Pkwy and Gate Pkwy Maximizes the toll value for I-295 SB by providing an ●

EL entrance from 4 to 3 shiftsReduces Ramp M lane shifts to ATC 7D:

and piers over pondEliminates bridgeATC 1B:

lane over Gate ParkwayProvides an additional ATC 7D:

future widening condition of two lanesStraddle piers have been designed for ATC 1B:

entranceand R to gain access to the EL shifts required for Ramps L, M,Reduces the number of lane ATC 7D:

EL entrance from 5 to 4 shiftsReduces Ramp L lane shifts to ATC 7D:

futureneed to repurpose GPL in theconstructed now, eliminating 2-Lane ultimate EL configurationATC 7D:

Purpose traffic for an additional 4,100 LFEL users stay separated from GeneralATC 1B:

ATC 7D

ATC 1B

ATC 7D

Ramp G to 2-lanes in the futurenow for seamless conversion of 1,500 LF auxiliary lane constructedATC 1B:

setting over Gate PkwyEliminates additional beam ATC 1B:

FINANCIAL PROJECT ID

NO.

SHEET

209301-3-52-01DUVAL

COUNTYROAD NO.

SR 9A

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

PLAN-PROFILE

SECTION 2:SR 9B TO SR 202 (J.T. BUTLER BLVD)

I-295 EXPRESS LANE PROJECT

RAMP N1 PROFILE

RAMP G1 PROFILE

RAMP G2 PROFILE

INTERSTATEINTERSTATE

295295

RAMP J PROFILE

RAMP N2 PROFILE

NORTHBOUND I-295 PROFILE

RAMP L PROFILE

3D RENDERING VIEW POINT

3D RENDERING OF ATC 1BCLARIFICATION OF PLAN VIEW

N

N

PI +81.6

8

EL. 29.6

8

(+) 0.250%

PI +50.0

0

EL. 33.3

5

(+) 0.250% (+) 0.300%

PI +24.3

3

EL. 36.2

7

(+) 0.300% (+) 0.100%

36.9

1

+66.9

4

+97.9

4

+31.2

2

+68.2

2

e = -5.7% e = -3.9%(-5.7% TO -3.9%)TRANSTION

S.E.

(2.0% TO -5.7%)TRANSTION

S.E.

(-) 2.600%

PI +01.6

6

EL. 30.6

0

(+) 0.350%

PI +02.7

9

EL. 31.3

0

(+) 0.350% (+) 4.50

0%

400' V.C.

K = 96

+02.7

9 E

L. 30.6

0

+02.7

9 E

L. 40.3

0

31.4

3

33.3

1

36.2

2

40.1

8

+23.4

6 E

L. 50.2

3

53.4

6

57.0

3

59.8

8

+93.4

6 E

L. 59.4

5

61.5

6

63.3

6

64.0

1

63.9

2

63.1

1

61.9

9

K = 137

970' V.C.

PI +08.4

6

EL. 72.0

6

(+) 4.50

0% (-) 2.600%

440' V.C.

K = 107

PI +80.7

8

EL. 50.9

4

+68.9

8 E

L. 52.2

8

+08.9

8 E

L. 49.8

6

51.5

2

49.6

8

48.7

6

48.7

8

PI +88.9

8

EL. 46.5

6

(-) 2.600% (+) 1.500%

(+) 1.500%

(+) 4.50

0%

e = -4.4%

+55.2

5

+55.2

5

+92.0

5

(-5.2% TO -4.4%)

TRANSTIONS.E.

(-4.4% TO -6.2%)

TRANSTIONS.E.

58.7

2

PI +80.4

1

EL. 50.4

0

(-) 3.000% (+) 2.100%

+35.4

1 E

L. 57.7

5

56.0

3

54.2

2

53.4

6

53.7

3

55.0

5

55.6

1

+25.4

1 E

L. 55.5

5

490' V.C.

K = 96

(-) 3.000%

(+) 2.100%

+78.0

5

+85.7

8

+85.7

8

(-2.0% TO -3.0%)

TRANSTIONS.E.

25.1

6

PI +65.7

8

EL. 26.0

6

(+) 0.900% (+) 1.800%

200' V.C.

K = 222

PI +33.5

4

EL. 30.8

8

(+) 1.800% (-) 0.500%

330' V.C.

K = 143

30.0

5

+65.7

8 E

L. 25.1

6

+65.7

8 E

L. 27.8

6

25.5

0

26.7

8

+68.5

4 E

L. 27.9

1

+98.5

4 E

L. 30.0

6

28.4

4

29.6

8

30.2

1

49.0

6

+09.4

6

+01.9

0

+01.9

0

+76.0

3

+42.0

3

+34.4

6

e = -5.6% e = -3.9% (-3.9% TO -6.2%)

TRANSTIONS.E.

(-5.6% TO -3.9%)

TRANSTIONS.E.

(-3.0% TO -5.6%)

TRANSTIONS.E.

(-) 2.000%

PI +51.8

6

EL. 32.1

6

(+) 0.300%

PI +15.7

1

EL. 35.0

5

(+) 0.300% (+) 2.300

%

590' V.C.

K = 137

+65.7

1 E

L. 34.6

0

+65.7

1 E

L. 38.5

0

34.7

4

35.6

1

37.1

3

+88.4

2 E

L. 48.2

2

+78.4

2 E

L. 49.1

1

48.4

9

50.3

4

51.4

6

51.8

5

51.5

2

50.4

5

K = 150

300' V.C.

PI +83.4

2

EL. 55.0

1

(+) 2.300

% (-) 2.000%

(+) 2.300

%

EL. 32.1

6

+83.6

1

+63.6

1

+27.6

1

+12.6

1e = -8.0% e = -2.0% (-2.0% TO -7.5%)TRANSTION

S.E.

(-8.0% TO -2.0%)TRANSTION

S.E.

(-3.0% TO -8.0%)TRANSTION

S.E.

+59.1

9

+09.1

9

33.5

0

PI +36.1

9

EL. 33.2

6

(-) 0.100% (+) 4.70

0%

465' V.C.

K = 97

PI +77.7

1

EL. 58.7

2

(+) 4.70

0%(+) 0.300%

610' V.C.

K = 139

PI +94.5

2

EL. 59.9

7

(+) 0.300% (+) 2.000%

+03.6

9 E

L. 33.5

0

+68.6

9 E

L. 44.1

9

33.8

8

35.2

9

37.7

3

41.2

1

+72.7

1 E

L. 44.3

8

+82.7

1 E

L. 59.6

3

45.6

4

49.7

8

53.2

0

55.9

0

57.8

8

59.1

4

+94.5

2 E

L. 59.6

7

+94.5

2 E

L. 61.9

7

200' V.C.

K = 118

59.6

8

60.4

5

61.9

7