Southland colonial pedestrianoverpass_tre0003-g_11x17plans

78

28

25

28

1

9

1817

18

19

32

9

29

20

17

10

11

12

15

3

2

1011

12

6

7

5

8

21

1415

16

1317

16

21 500

Exit

Exit

81Exit

81A

536ORLOVISTA

Pop. 185,951

Pop. 1,901

Fairvilla

ORLANDO

EXECUTIVE

AIRPORT

C 188

ORLANDO

HillsPine

Exit 86

Exit 85

84

Exit

Conway

Mann

Clear L.

Holden

L.

Lancaster

Lake

L.

Barber

Fairview

Little

L.

Lake

L.

Rock L.

L.

L.

Ivanhoe

L.

Mizell

Lake

Virginia

L. Berry

Baldwin

L.

Susannah

L.

L.

Underhill

Lake

Little Lake

Conway

L. Sue

Silver

Wekiva

Lawne

Barton

LakeCatherine

L.

Giles

Arnold

L.

L. Porter

L.Gatlin

Bass L.

L.

Exit

9

Exit

11

Exit13

East West Expressway Exit14

Exit87

Exit 84

Exit 82

Exit 79

15506

50

15

552

15

15527

TOLL

408

526

423

426

92

17

527

441

416

438

523

17

92

EDGEWOOD

500

4

526526

424A

424

15

400

DEPARTMENT OF PUBLIC WORKS

CITY OF ORLANDO

CI

TY

O

FORLANDO,

F

LO

RI

DA

"T

HE

CITY BEAU

T

IF

UL

"

CITY COUNCIL OF ORLANDO

DISTRICT 2

MAYOR BUDDY DYER

DISTRICT 5

DISTRICT 4

DISTRICT 6

R-

29-

E

R-

30-

E

LOCATION MAPN.T.S.

NOTE: THE SCALE OF THESE PLANS MAY

HAVE CHANGED DUE TO REPRODUCTION.

TO BE SUBMITTED TO:

1

SHEET NO.SHEET NO. DESCRIPTION

KEY SHEET

TYPICAL SECTIONS

DISTRICT 3

FROM CONCORD AVE. TO ORANGE AVE.

FINANCIAL PROJECT ID 434915-1-58-01

FAN 8886-572 A

DISTRICT 1

COMMISSIONER JIM GRAY

COMMISSIONER TONY ORTIZ

COMMISSIONER ROBERT STUART

PREPARED BY :

COMMISSIONER SAMUEL B. INGS

Maitland, Florida 32751

Phone: 407.644.7755

2603 Maitland Center Parkway, Suite B

Certificate of Authorization No.: 00009544

Fax: 407.644.7855Scott P. Seck, P.E. 53215

FAX: 407-644-7855

PHONE: 407-644-7755

MAITLAND, FL 32751

2603 MAITLAND CENTER PKWY, STE B

HORIZON ENGINEERING GROUP, INC.

SCOTT SECK, P.E.

FEBRUARY 2016

PROJECT MANAGER, JOHN ROGERS, P.E.

DEPUTY DIRECTOR OF PUBLIC WORKS, CHARLES RAMDATT, P.E.

DIRECTOR OF PUBLIC WORKS, RICK HOWARD, P.E.

PROJECT NO: TSP0036P

STA 100+00.00

BEGIN PROJECT

COMMISSIONER REGINA HILL

COMMISSIONER PATTY SHEEHAN

(COLONIAL DRIVE OVERPASS)

ORLANDO URBAN TRAIL

2-5

SHOP DRAWINGS

T-22-S

T-23-S

STA 215+10.92

END PROJECT

B1-01 - B1-03 BRIDGE PLANS

RP-01

CCTV PLANSTV-1 - TV-3

RP-02 SIGNING & PAVEMENT MARKINGS, LANDSCAPE /

PLAN & PROFILES, CROSS SECTIONS

SHEET NO. DESCRIPTION

INDEX OF ROLL PLOTS

INDEX OF 11x17 DRAWINGS

R-1 - R-3

6-9

HARDSCAPE PLAN, LIGHTING PLAN

SPECIAL SIGN DETAILS

RENDERINGS- DAYTIME, EVENING & SKYLINE

3/22/2016 3:04:15 PM X:\7030715_SR50_Ped_DB\43491515801\roadway\TYPSRD01.DGNmdschwartz

BY:DATE:

DATE:

CHECKED BY:

DESIGNED BY:

DRAWN BY:

SURVEYED BY:

DESCRIPTION

REVISION

ENGINEER'S CERTIFICATION

date for the City Of Orlando Public Works Department.

compliance with the design standards and criteria in effect on this

I hereby certify that the attached plans and design are in general

"T

HE

CITYBEAUT

IFU

L"

CIT

YOF

ORLANDO,FLO

RID

A

DATESIGN OFF

CLIENT

PM/CM

BC

PM/CMDM

PM

CM

OTHERS Professional Engineer No. 53215

PROJECT MANAGER

NO.

SHEET

MDS

MDS

SPSSCOTT SECK, P.E. Maitland, Florida 32751

Phone: 407.644.7755Certificate of Authorization No.: 00009544

Fax: 407.644.7855SCOTT P. SECK, P.E. NO. 53215

2603 Maitland Center Pkwy., Suite B

FEBRUARY/2016

TYPICAL SECTION

TRAIL PAVEMENT DESIGN

I-4 ULTIMATE POND P-15

FDOT PROPERTY

12'

11'

STANDARD CLEARING

AND GRUBBING

SODSODVARIES

2' SHLDR

0.020.04

2' SHLDR

VARIES

NATURAL GROUND

PROPOSED GRADEPOND P-15 I-4 ULTIMATE

XXXXXX

VA

RIE

S

VA

RIE

S

PGL

0.02

12'

11'

AND GRUBBING

STANDARD CLEARING

I-4 ULTIMATE POND P-15

FDOT PROPERTY

NATURAL GROUND

PROPOSED GRADEPOND P-15 I-4 ULTIMATE

SOD

5'VARIES

SOD

VARIES

100 SERIES

{ CONSTRUCTION200 SERIES

{ CONSTRUCTION

12'

STABILIZATION LBR 40

TYPE B

AND W/3'x3' SCORE PATTERN

WITH 6x6 2.1 WWF (TYP.)

4" THICK CLASS 1 CONCRETE


FOR TRAIL SLAB ON WALL

SEE STRUCTURAL PLANS

100 SERIES

{ CONSTRUCTION

STA 200+92.22 TO STA 203+82.22

STA 101+32.22 TO STA 105+72.16

TYPICAL SECTION NO. 2

FOR DETAILSSEE STRUCTURAL PLANS

EXIS

T

R/

W

EXIS

T

R/

W

STA 105+72.16 TO STA 107+15.88

STA 100+00.00 TO STA 101+32.22


2

PGL

PGL


BY:DATE:

DATE:

CHECKED BY:

DESIGNED BY:

DRAWN BY:

SURVEYED BY:

DESCRIPTION

REVISION





"T

HE

CITYBEAUT

IFU

L"

CIT

YOF

ORLANDO,FLO

RID

A

DATESIGN OFF

CLIENT

PM/CM

BC

PM/CMDM

PM

CM


PROJECT MANAGER

NO.

SHEET

MDS

MDS





FEBRUARY/2016

3

TYPICAL SECTION

SIDEWALK PAVEMENT DESIGN


EXIS

T

EA

SE

ME

NT

EXIS

T

EA

SE

ME

NT12'

200 SERIES

{ CONSTRUCTION

STANDARD CLEARING

AND GRUBBING

6'

300 SERIES

{ CONSTRUCTION

18.33'

SOD

NATURAL GROUND

25'

EASEMENT

RAILROAD R/W STEELHOUSE PROPERTY

1'

LEVEL

1:4 TYPICAL

1:2 TYPICAL

1.5'

12" DEEP SWALE

STA 300+00.00 TO STA 302+49.25

STA 206+78.47 TO STA 208+96.69



200 SERIES

{ CONSTRUCTION

12'

STA 203+82.22 TO STA 206+78.47



PGL

PGL

PGL

CLEARANCE OVER RR TRACKS 24'-3" VERTICAL


BY:DATE:

DATE:

CHECKED BY:

DESIGNED BY:

DRAWN BY:

SURVEYED BY:

DESCRIPTION

REVISION





"T

HE

CITYBEAUT

IFU

L"

CIT

YOF

ORLANDO,FLO

RID

A

DATESIGN OFF

CLIENT

PM/CM

BC

PM/CMDM

PM

CM


PROJECT MANAGER

NO.

SHEET

MDS

MDS





FEBRUARY/2016

25'

EASEMENT

RAILROAD R/W STEELHOUSE PROPERTY

12'

200 SERIES

{ CONSTRUCTION

6'

300 SERIES

{ CONSTRUCTION

1.5'

1:2 TYPICAL

1:4 TYPICAL

12" DEEP SWALE

STANDARD CLEARING

AND GRUBBING


999

81

82999

351

354999

121

122999

151

152999

501

504

STANDARD CLEARING

AND GRUBBING

12'

0.02

200 SERIES

{ CONSTRUCTION

EASEMENT

STEELHOUSE PROPERTY


STA 210+54.50 TO STA 212+60.00


99982999354999122999152999504

EXIS

T

EA

SE

ME

NT

EXIS

T

EA

SE

ME

NT

EXIS

T

EA

SE

ME

NT

EXIS

T

EA

SE

ME

NT

TYPICAL SECTION 4

SYSTEM TO REMAINEXIST EXFILTRATION

SOD SOD

SOD

20'

PGL

PGL

PGL

STA 302+49.25 TO STA 304+08.62

STA 208+96.69 TO STA 210+54.50



BY:DATE:

DATE:

CHECKED BY:

DESIGNED BY:

DRAWN BY:

SURVEYED BY:

DESCRIPTION

REVISION





"T

HE

CITYBEAUT

IFU

L"

CIT

YOF

ORLANDO,FLO

RID

A

DATESIGN OFF

CLIENT

PM/CM

BC

PM/CMDM

PM

CM


PROJECT MANAGER

NO.

SHEET

MDS

MDS





FEBRUARY/2016

5

AND W/3'x3' SCORE PATTERN

WITH 6x6 2.1 WWF (TYP.)



61

99982999354

352

999122

171

999152999504

502

99982999354999122999152999504

STANDARD CLEARING

AND GRUBBING

12'

200 SERIES

{ CONSTRUCTION

EASEMENT

STEELHOUSE PROPERTY

0.02


EXIS

T

EA

SE

ME

NT

EXIS

T

EA

SE

ME

NT

STA 212+60.00 TO STA 214+50.00


2' SHLDR

61

99982999354

352

999122

171

999152999504

502

99982999354999122999152999504

STANDARD CLEARING

AND GRUBBING

12'

200 SERIES

{ CONSTRUCTION

EASEMENT

STEELHOUSE PROPERTY

0.02

EXIS

T

EA

SE

ME

NT

EXIS

T

EA

SE

ME

NT

STA 214+50.00 TO STA 215+10.92


2' SHLDR

0.04X X X X X X

TYPICAL SECTION

20'



SOD

SOD SOD SOD

2' SHLDR

0.04

20'

PGL PGL

202201

103

104

105

203

SL 1-16




Phone: 407-644-7755

H. SIMON HAGEDOORN, P.E. NO. 53162


HSH 1-16

FMV 1-16

FMV 1-16

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

FINANCIAL PROJECT ID

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

TRE0003-G 434915-1-58-01

shagedoorn 3/9/2016 4:26:32 PM X:\7030715_SR50_Ped_DB\43491515801\struct\B01PlanElev01_R1.dgn

CITY OF ORLANDO

CITY PROJECT NO.

ELEVATION

STATION 200+92.22

PLAN

54" BICYCLE RAILING (TYP)

MA

TC

H LIN

E S

TA.

203

+54.7

2

ELEV.

120

110

100

130

140

90

80

150

BOTTOM OF PROPOSED POND (TYP)

(TYP SOUTH APPROACH PIERS)

PPCP SUPPORTED FOOTING

STA. 203+24.72STA. 202+89.72STA. 202+54.72STA. 202+19.72STA. 201+84.72STA. 204+49.72

STA. 201+14.72

¡ PIER 1

¡ PIER 2 ¡ PIER 3 ¡ PIER 4 ¡ PIER 5 ¡ PIER 6 ¡ PIER 7

12'-

0" (C

LE

AR T

RAIL)

13'-

6" (O

UT-T

O-

OU

T)

EXISTING GROUNDLINEELEV.

120

110

100

130

140

90

80

150MSE WALL SUPPORTED TRAIL

BEGIN SOUTH APPROACH RAMP

STATION 200+92.22

BEGIN SOUTH APPROACH RAMP

(SPAN 1)

22'-6"

(SPAN 2)

35'-0"

(SPAN 3)

35'-0"

(SPAN 4)

35'-0"

(SPAN 5)

35'-0"

(RAMP 6)

35'-0"

(RAMP 7)

35'-0"

(RAMP 8)

35'-0"

98.0

97.9

95.0

91.5

PT S

TA.

200

+72.1

8

PC S

TA.

202

+89.6

8

MATC

H LIN

E S

TA. 203+54.7

2

290'-0" (OVERALL SOUTH APPROACH RAMP - MEASURED AT THE ¡ CONST.)

RR R/W

R/W

SR 50 - CITY OF ORLANDO OVERPASS

PLAN AND ELEVATION (1 OF 3)

B1-01

204 205 206 207

SL 1-16




Phone: 407-644-7755



HSH 1-16

FMV 1-16

FMV 1-16

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


TRE0003-G 434915-1-58-01

fmuro 3/22/2016 2:55:36 PM X:\7030715_SR50_Ped_DB\43491515801\struct\B01PlanElev02_R2.dgn

CITY OF ORLANDO

CITY PROJECT NO.

BEGIN MAINSPAN BRIDGE FFBW

STATION 203+82.22

65’-3" (SPAN 10)

296’-3" (OVERALL MAINSPAN BRIDGE)

STATION 206+78.47

ELEVATION

PLAN

END MAINSPAN BRIDGE FFBW

STAY CABLE (TYP)

ARCHITECTURAL PYLON

BOTTOM OF PROPOSED POND (TYP)

(SOUTH MAINSPAN PIER)


ENCLOSED HSS TRUSS

24’-

3"

(UNDER EAST TRUSS CHORD)

TOP OF OUTSIDE RAIL (MVC-1)

(UNDER WEST TRUSS CHORD)

TOP OF OUTSIDE RAIL (MVC-2)

MVC-2

MVC-1

(MAINSPAN PYLON)


(TYP NORTH APPROACH PIERS)

SPREAD FOOTING

MA

TC

H LIN

E S

TA.

203

+54.7

2

MA

TC

H LIN

E S

TA.

207

+30.0

0

PROPOSED GROUNDLINE

EXISTING GROUNDLINE

15’-

0" (O

UT-T

O-

OU

T)

12’-

0" (C

LE

AR T

RAIL)

STAIRS

ELEV.

120

110

100

130

140

90

80

150

160

170

180

190

120

110

100

130

140

90

80

150

160

170

180

190

ELEV.

RR R/

W

RR R/

W

STA. 203+59.72

¡ PIER 8

SPAN 8)

(RAMP

35’-0"

STA. 204+47.47

¡ PIER 10

231’-0" (SPAN 11)

(SPAN 13)

35’-0"

¡ PIER 9 STA. 206+77.72

¡ PIER 11

STA. 207+12.00

¡ PIER 12

" (OVERALL NORTH APPROACH RAMP)41376’-0

91.5

95.0

97.9

98.0

1:4

1:4

RR R/

W

RR R/

W

MA

TC

H LIN

E S

TA.

203+54.7

2

203+82.97

STA.

SPAN 9)

(RAMP

22’-6"

END APPROACH RAMP BEGIN APPROACH RAMP

(STAIR LANDINGS)

SPREAD FOOTING (TYP)

PT S

TA.

203

+78.8

1

APPROACH RAMP)

290’-0" (OVERALL SOUTH

PC S

TA.

207

+15.2

1

MA

TC

H LIN

E S

TA.

207+30.0

0

(SPAN 12)

"4133’-6

24’-

3"

WALL

CRASH

MIN.

18’-0" WALL

CRASH

(NORTH MAINSPAN PIER)

SPREAD FOOTING


8’ DECORATIVE FENCE

STA. 207+15.00



B1-02

5.0

’

20.0

’

25.0

’

208 209

210

SL 1-16




Phone: 407-644-7755



HSH 1-16

FMV 1-16

FMV 1-16

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


TRE0003-G 434915-1-58-01

fmuro 3/22/2016 2:45:31 PM X:\7030715_SR50_Ped_DB\43491515801\struct\B01PlanElev03_R2.dgn

CITY OF ORLANDO

CITY PROJECT NO.

ELEVATION


(TYP NORTH APPROACH PIERS)

SPREAD FOOTING

STATION 210+54.50

PLAN

MA

TC

H LIN

E S

TA.

207

+30.0

0

ELEV.

120

110

100

130

140

90

80

150

EXISTING GROUNDLINEELEV.

120

110

100

130

140

90

80

150

STA. 207+47.00

(SPAN 13)

35’-0"

(SPAN 14)

35’-0"

¡ PIER 13

(SPAN 15)

35’-0"

(SPAN 16)

35’-0"

(SPAN 17)

35’-0"

(SPAN 18)

35’-0"

(SPAN 19)

35’-0"

(SPAN 20)

35’-0"

(SPAN 21)

35’-0"

(SPAN 22)

27’-6"

STA. 207+82.00

¡ PIER 14

STA. 208+17.00

¡ PIER 15

STA. 208+52.00

¡ PIER 16

STA. 208+87.00

¡ PIER 17

STA. 209+22.00

¡ PIER 18

STA. 209+57.00

¡ PIER 19

STA. 209+92.00

¡ PIER 20

STA. 210+27.00

¡ PIER 21

" (OVERALL NORTH APPROACH RAMP - MEASURED AT THE ¡ CONST.)41376’-0

SUPPORTED TRAIL

MSE WALL

END NORTH APPROACH RAMP

STATION 304+08.54

END SIDEWALK RAMP (FAR SIDE)

STATION 302+82.75

BEGIN SIDEWALK RAMP (FAR SIDE)

(SPAN S1)

27’-6"

STATION 302+82.75

BEGIN SIDEWALK RAMP

STATION 304+08.54

END SIDEWALK RAMP

(SPAN S2)

"2135’-3

(SPAN S3)

"2135’-3

(SPAN S4)

"4327’-8

(MEASURED AT THE ¡ SIDEWALK)

" (OVERALL SIDEWALK RAMP - FAR SIDE) 43125’-9

STATION 210+54.50

END NORTH APPROACH RAMP

12’-

0" (C

LE

AR T

RAIL)

13’-

6" (O

UT-T

O-

OU

T)

7’-

6" (O

UT-T

O-

OU

T)

6’-

0" (C

LE

AR S/

W)

12’-0" (CLEAR TRAIL)

13’-6" (OUT-TO-OUT)

(MSE WALL SUPPORTED TRAIL)

(BEGIN SIDEWALK RAMP)

SPREAD FOOTING

(END NORTH APPROACH RAMP)

SPREAD FOOTING

MA

TC

H LIN

E S

TA.

207+30.0

0

PT S

TA.

207

+43.2

1

RR R/W

R/W

PC S

TA.

208

+87.0

08’ DECORATIVE FENCE

STA. 209+20.00

STA. 210+20.00



B1-03

3/21/2016 11:42:53 AM X:\7030715_SR50_Ped_DB\43491515801\roadway\RENDERINGS.DGNmdschwartz

NO.

SH

EE

T

SR

50

CO

LO

NI

AL P

ED

ES

TRI

AN O

VE

RP

AS

S

& S

KY

LI

NE

RE

ND

ERI

NG

S -

DA

YTI

ME,

EV

ENI

NG

R-1


NO.

SH

EE

T

SR

50

CO

LO

NI

AL P

ED

ES

TRI

AN O

VE

RP

AS

S

& S

KY

LI

NE

RE

ND

ERI

NG

S -

DA

YTI

ME,

EV

ENI

NG

R-2


NO.

SH

EE

T

SR

50

CO

LO

NI

AL P

ED

ES

TRI

AN O

VE

RP

AS

S

& S

KY

LI

NE

RE

ND

ERI

NG

S -

DA

YTI

ME,

EV

ENI

NG

R-3

SSD

48" RCP

15"

RC

P

15"

RC

P

48" RCP

6"

PV

C

WATER

WATER

SB

UM

R

R

R

R

R

R

R

UM

UM

UM

R

UM

UM VT

SB

CK

UM

]

EOI

WATER

WATER

WATER

WATERWATER

WATER

WATER

WATER

WATER

GAS

WATER

ELEC

SAN

WATER

107

205

206

207

208

300

301

C

PROVIDE:

N

10 40

Feet

0

SR 50 (COLONIAL DRIVE)


R/W LINE

R/W LINE

R/W LINE

PROPOSED CCTV CAMERA

DIRECTIONAL BORE CONDUIT

POE INJECTOR

FIBER OPTIC PATCH CORD

PRETERMINATED CONNECTOR ASSEMBLY

PRETERMINATED PATCH PANEL

SPLICES

SPLICE TRAY

12 SM FIBER OPTIC CABLE

ELECTRICAL SERVICE WIRE

MANAGED FIELD ETHERNET SWITCH

24"X36" PULL BOXES

CCTV CAMERAS

POLE MOUNTED CABINET

DEVICE PER INDEX 18113

69' CCTV POLE WITH LOWERING

3/21/2016kcarey Z:\Marketing\Orlando Colonial Drive Pedestrian Overpass\roadway\PLANIT01.dgn7:35:25 PM

TV-1 434915-1-58-01 ORANGE 50

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

CCTV LAYOUT

258 SOUTHHALL LANE, SUITE 210

MAITLAND, FL 32751

CERTIFICATE OF AUTHORIZATION 5864

KEVIN R. CAREY, P.E.

P.E. LICENSE NUMBER 61635

FALLER, DAVIS & ASSOCIATES, INC.

SS

SS

SS

SS

SS

SD

SD

WA

TE

R

WATER

ELEC

WATER

WATER

WATER

TEL

TEL

SAN

SAN

WATER

GAS

WATER

WATER

GAS

WATER

WATER

WATER

WATER

SANSAN

SAN

ELEC

ELEC

SAN

WATER

N

10 40

Feet

0



SR 527 (O

RA

NG

E

AV

EN

UE)

R/W LINE

R/W LINE

R/W LINE

R/W LINE

140'

PROVIDE:

DIRECTIONAL BORE CONDUIT

FIBER OPTIC PATCH CORD

PRETERMINATED CONNECTOR ASSEMBLY

PRETERMINATED PATCH PANEL

SPLICES

SPLICE TRAY

12 SM FIBER OPTIC CABLE

ELECTRICAL SERVICE WIRE

MANAGED FIELD ETHERNET SWITCH

24"X36" PULL BOX

OBTAINED FROM EXISTING HUB POWER SUPPLY.ORLANDO FIBER OPTIC NETWORK. POWER TO BEFIELD ETHERNET SWITCH AND CONNECT TO EXISTINGPROPOSED PATCH PANEL. INSTALL NEW MANAGED12 SM CABLE INTO CABINET AND CONNECT TOEXISTING ORLANDO HUB 5 - ROUTE PROPOSED


TV-2 434915-1-58-01 ORANGE 50


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.



CCTV LAYOUT


MAITLAND, FL 32751






TV-3 434915-1-58-01 ORANGE 50


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.



CCTV MOUNTING DETAILS

OVERPASS

PEDESTRIAN

PROPOSED

CCTV CAMERA

55'

20'

CCTV MOUNTING DETAIL

NTS


MAITLAND, FL 32751





CCTV CAMERA

I-4/PEDESTRIAN OVERPASS

EAST AND WEST UNDER

PROVIDED FOR VIEWING

I-4/PEDESTRIAN OVERPASS

EAST AND WEST OVER

PROVIDED FOR VIEWING

Engineering

Southland colonial pedestrianoverpass_tre0003-g_11x17plans