CONCEPT

20 8124 / RENOVATE CLEVELAND COMMERCIAL GATE

TYND

ALL A

IR F

ORCE

BAS

E, F

LORI

DA

DEPA

RTME

NT O

F TH

E AI

R FO

RCE

TYND

ALL A

IR F

ORCE

BAS

E32

5TH

CIVI

L ENG

INEE

RING

SQU

ADRO

N11

9 ALA

BAMA

AVE

NUE

TYND

ALL A

FB, F

LORI

DA 32

403

TEL:

(850

) 283

-648

6FA

X: (8

50) 2

83-0

233

DESC

RIPT

ION

REVI

SION

SSY

MBOL

No.

DATE

BY

SCALE H: V:XLWU 20-8124

N/APROJECT:

SHEET OF 71

C-1

DESI

GNED

BY:

K. S

HARK

EY

REVI

EWED

BY:

K. S

HARK

EY

DRAW

N BY

:

N/A

REPA

IR C

LEVE

LAND

GAT

E

COVE

R SH

EET

REPAIR / RENOVATE CLEVELANDCOMMERCIAL GATE - CONCEPT PLANS

PROJECT No. XLWU 20-8124

PROJECT LOCATION DRAWING INDEXSHEET DESCIPTION OF SHEETC1 COVERSHEETC2 EXISTING CONDITIONSC3

CONCEPT SITE PLANC4CONCEPT PAVEMENT DETAILS

DUPONT BRIDGE

PROJECT LOCATION

TYNDALL AFBDRONE FLIGHTLINE

GULF OF MEXICO

C5LIDAR DATAC6COMPOSITE UTILITIES

CONCEPT PLANS - NOT FOR CONSTRUCTION

C7

CONCEPT DEMOLITION PLAN

B

2

6

0

9

B

2

6

0

0

B

2

6

1

0

B

2

6

0

9

B

2

6

0

0

B

2

6

1

0

TYND

ALL A

IR F

ORCE

BAS

E, F

LORI

DA

DEPA

RTME

NT O

F TH

E AI

R FO

RCE

TYND

ALL A

IR F

ORCE

BAS

E32

5TH

CIVI

L ENG

INEE

RING

SQU

ADRO

N11

9 ALA

BAMA

AVE

NUE

TYND

ALL A

FB, F

LORI

DA 32

403

TEL:

(850

) 283

-648

6FA

X: (8

50) 2

83-0

233

DESC

RIPT

ION

REVI

SION

SSY

MBOL

No.

DATE

BY

SCALE H: V:XLWU 20-8124

N/APROJECT:

SHEET OF 72

C-2

DESI

GNED

BY:

K. S

HARK

EY

REVI

EWED

BY:

K. S

HARK

EY

DRAW

N BY

:

N/AEXISTING CONDITION

FOR REFERENCE ONLY

NOTES:

1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BIDDING2. TREE CLEARING HAS BEEN COMPLETED THAT IS NOT REPRESENTED IN IMAGE3. SEE LIDAR GIS PAGES FOR REFERENCE4. SEE UTILITY GIS PAGES FOR REFERENCE

REPA

IR C

LEVE

LAND

GAT

E

MANUAL DROP BARJERSEY BARRIERS (TYP)

JERSEY BARRIERS (TYP)

X-RAY SHELTER SLABEST. 70' x 100'

STRUCTURE IS DEMOLISHED

POWERED DROP BARONE WAY SPIKE STRIP

POWERED DROP BAR

GUARD SHACK (B2600)

CONCRETE PAVEMENT (TYP)

POLK AVE (VEHICLE QUEUING LANE)

US HWY 98

US HWY 98

ASPHALT PAVEMENT (TYP)

SIDEWALK

GUARD SHACK (B2610)

SEARCH SHELTER (B2609)

**DRAINAGE PROBLEM)

**DRAINAGE PROBLEM)ANTICIPATED CONSTRUCTION LIMITS

JACK

SON

ST

CLEVELAND AVE

JACK

SON

ST

DENIED VEHICLE TURN AROUND)

POLE MOUNTED LIGHTING (TYP)

POLE MOUNTED LIGHTING (TYP)

VEHICLE EXIT TO HWY 98AND TYNDALL GATE

JERSEY BARRIERS (TYP)

EXIS

TING

CON

DITI

ONS

CONCEPT PLANS - NOT FOR CONSTRUCTION

B

2

6

0

9

B

2

6

0

0

B

2

6

1

0

B

2

6

0

9

B

2

6

0

0

B

2

6

1

0

TYND

ALL A

IR F

ORCE

BAS

E, F

LORI

DA

DEPA

RTME

NT O

F TH

E AI

R FO

RCE

TYND

ALL A

IR F

ORCE

BAS

E32

5TH

CIVI

L ENG

INEE

RING

SQU

ADRO

N11

9 ALA

BAMA

AVE

NUE

TYND

ALL A

FB, F

LORI

DA 32

403

TEL:

(850

) 283

-648

6FA

X: (8

50) 2

83-0

233

DESC

RIPT

ION

REVI

SION

SSY

MBOL

No.

DATE

BY

SCALE H: V:XLWU 20-8124

N/APROJECT:

SHEET OF 73

C-3

DESI

GNED

BY:

K. S

HARK

EY

REVI

EWED

BY:

K. S

HARK

EY

DRAW

N BY

:

N/ACONCEPT DEMOLITION PLAN

FOR REFERENCE ONLY

NOTES:

1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BIDDING2. TREE CLEARING HAS BEEN COMPLETED THAT IS NOT REPRESENTED IN IMAGE3. SEE LIDAR GIS PAGES FOR REFERENCE4. SEE UTILITY GIS PAGES FOR REFERENCE5. QUANTITIES/AREAS DEPENDANT ON FINAL DESIGN

REPA

IR C

LEVE

LAND

GAT

E

REMOVE MANUAL DROP BARSRELOCATE JERSEY BARRIERS

WHERE REQUIRED (TYP)

RELOCATE JERSEY BARRIERSWHERE REQUIRED (TYP)

REMOVE 780 SY CONCRETE SLAB

REMOVE POWERED DROPAS NEEDED PER FINAL DESIGN

POLK AVE (VEHICLE QUEUING)

US HWY 98

US HWY 98

ANTICIPATEDCONSTRUCTION LIMITS

JACK

SON

ST

CLEVELAND AVE

JACK

SON

ST

RELOCATE JERSEY BARRIERSWHERE REQUIRED (TYP)

CONC

EPT

DEMO

LITIO

N PL

AN

CONCEPT PLANS - NOT FOR CONSTRUCTION

CLEAR, STRIP & GRUB 16,370 SY INACCORDANCE WITH FINAL DESIGN

REMOVE 280 SY CONCRETE PAVEMENT

REMOVE 330 SY CONCRETE PAVEMENT

STRIP & GRUB 5,990 SY INACCORDANCE WITH FINAL DESIGN

ANTICIPATEDCONSTRUCTION LIMITS

ANTICIPATEDCONSTRUCTION LIMITS

ANTICIPATEDCONSTRUCTION LIMITS

STRIP & GRUB 3,330 SY INACCORDANCE WITH FINAL DESIGN

STRIP & GRUB 2,500 SY INACCORDANCE WITH FINAL DESIGN

EXISTING POLE MOUNTED AREALIGHTING TO REMAIN (TYP)

EXISTING POLE MOUNTED AREALIGHTING TO REMAIN (TYP)

REMOVE POWERED DROP BARAS NEEDED PER FINAL DESIGN

EX

IT

O

NL

Y

S

E

A

R

C

H

B

2

6

0

0

B

2

6

1

0

TYND

ALL A

IR F

ORCE

BAS

E, F

LORI

DA

DEPA

RTME

NT O

F TH

E AI

R FO

RCE

TYND

ALL A

IR F

ORCE

BAS

E32

5TH

CIVI

L ENG

INEE

RING

SQU

ADRO

N11

9 ALA

BAMA

AVE

NUE

TYND

ALL A

FB, F

LORI

DA 32

403

TEL:

(850

) 283

-648

6FA

X: (8

50) 2

83-0

233

DESC

RIPT

ION

REVI

SION

SSY

MBOL

No.

DATE

BY

SCALE H: V:XLWU 20-8124

N/APROJECT:

SHEET OF 74

C-4

DESI

GNED

BY:

K. S

HARK

EY

REVI

EWED

BY:

K. S

HARK

EY

DRAW

N BY

:

N/ACONCEPT SITE PLAN

FOR REFERENCE ONLY

NOTES:

1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BIDDING2. TREE CLEARING HAS BEEN COMPLETED THAT IS NOT REPRESENTED IN IMAGE3. GRADE ROADSIDE LANDSCAPE FOR POSITIVE DRAINAGE A MIN OF 15 FT OFF EDGE4. SEE LIDAR GIS PAGES FOR REFERENCE5. SEE UTILITY GIS PAGES FOR REFERENCE6. SEE AS-BUILTS FOR B2610 AND B2600 REMODEL

REPA

IR C

LEVE

LAND

GAT

E

FUTURE 54'X51VACIS SHELTER

EXISTING POWERED DROP BARRELOCATE AS REQUIRED FORNEW DESIGN

POLK AVE (VEHICLE QUEUING LANES)

US HWY 98

US HWY 98

GUARD SHACK (B2610) REPLACECEILING TILES, INSTALL LED EXT

LIGHTS, REPLACE BALLISTICSERVICE WINDOW

GRADE TO DRAINSHALLOW SWALE

ANTICIPATED CONSTRUCTIONLIMITS

JACK

SON

ST

CLEVELAND AVE

JACK

SON

ST

NEW PAVEMENT FORIMPROVED TURN AROUND

EXISTING POLE MOUNTEDLIGHTING TO REMAIN (TYP)

EXISTING POLE MOUNTED AREALIGHTING TO REMAIN (TYP)

NEW SHALLOW SWALE

2 ADDITIONAL LANES MIN 12'W/ 4' SHOULDER

WIDEN ASPHALTPAVEMENT AS SHOWN

GUARD SHACK (B2600) REPLACECEILING TILES, INSTALL LED INT

& EXT LIGHTS, REMOTE VACIS CONTROLS

GRADE TO DRAINSHALLOW SWALE

GRADE TO DRAINSHALLOW SWALE

GRADE TO DRAIN

GRADE TO DRAIN

GRADE TO DRAIN

ANTICIPATED CONSTRUCTIONLIMITS

7. TRAFFIC AND GUIDE SIGNS TO BE INSTALLED (NOT SHOWN)8. GATE EXIT SIGN TO BE INSTALLED FOR HWY 98 VEHICLES9. CONTRACTOR TO COORDINATE POWER SERVICE WITH UTILITY OWNER10. STORM WATER SYSTEM SHALL BE PROFESSIONALLY DESIGNED AND PERMITTED11. PLAN ILLUSTRATES CONCEPT INTENT ONLY, FINAL DESIGN IS THE RESPONSIBILITY

OF THE AWARDED DESIGN BUILD CONTRACTOR

CONC

EPT

SITE

PLA

N

MILL AND RESURFACEEXISTING PAVEMENT

CONCEPT PLANS - NOT FOR CONSTRUCTION

FUTURE 54'X51'CREDENTIAL

CHECK POINTSHELTER

FUTURE 8'X40' SPRUNGGUARD SHACK

VACIS REOMOTE OPERATIONINFRASTRUCTURE (2 LOCATIONS)

OPERATED FROM B2600

ESCORT VEHICLETURN AROUND

ESCORT VEHICLEPARKING

EXISTING SIDE WALKTO REMAIN

RELOCATE JERSEY BARRIERS ASREQUIRED FOR NEW DESIGN (TYP)

RELOCATE JERSEY BARRIERS ASREQUIRED FOR NEW DESIGN (TYP)

INSTALL TRAFFIC CONTROL DEVISES FORGATE CLOSURE AND LANE CONTOL (TYP)

LIMITS OFCONSTRUCTION

1:101:10

DEPTH AND WIDTH VARY

1:9

DEPTH AND WIDTH VARY

1:60.02 0.02

1:101:100.02 0.02

0.05

BASE MATERIALSTABLIZED SUBGRADE

± 3" ASPHALT PAVEMENT

HWY 98

1:101:10

LIMITS OFCONSTRUCTION

HWY 98

LIMITS OFCONSTRUCTION

8" MIN LIME ROCK BASE

12" STABLIZED SUBGRADE

3" MIN ASPHALT PAVEMENT

LIMITS OFCONSTRUCTION

MIN 4' SHOULDERMIN 3" ASPHALTPAVEMENT

PREVIOUS GRADE

SOLID EDGESTRIPING

SKIPSTRIPING

SOLID EDGESTRIPING

EXISTING CONDITIONSNTS

AC-5

POLK AVE CONCEPT SECTIONNTS

BC-5

NATURAL GROUND

NATURAL GROUND

PAVEMENT CROWN

NEW CONSTRUCTION*OPTIONAL BASE GROUP 09 WITH

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (2") PG 76-22AND FRICTION COURSE FC-9.5 (TRAFFIC C) (1 14") PG76-22

SHOULDER PAVEMENT*OPTIONAL BASE GROUP 01 WITH

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1") PG 76-22AND FRICTION COURSE FC-9.5 (TRAFFIC C) (1 14") PG 76-22

MILLING*VARIES - SEE FINAL DESIGN DOCUMENTS

RESURFACING*TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 12") PG 76-22AND FRICTION COURSE FC-9.5 (TRAFFIC C) (1 14") PG 76-22

POLK AVENUE TRAFFIC DATA *CURRENT YEAR = 2018 AADT = 125ESTIMATED OPENING YEAR = 2020 AADT = 600ESTIMATED DESIGN YEAR = 2040 AADT = 250K = 6% D = 100% T = 95% (24 HOUR)DESIGN SPEED = 30 MPHPOSTED SPEED = 15 MPH

SOD

* ALL TRAFFIC DATA AND PAVEMENT SECTION DEPTHS ARE ASSUMED - DESIGNER OF RECORD IS RESPONSIBLE FOR FINAL DESIGN

TYND

ALL A

IR F

ORCE

BAS

E, F

LORI

DA

DEPA

RTME

NT O

F TH

E AI

R FO

RCE

TYND

ALL A

IR F

ORCE

BAS

E32

5TH

CIVI

L ENG

INEE

RING

SQU

ADRO

N11

9 ALA

BAMA

AVE

NUE

TYND

ALL A

FB, F

LORI

DA 32

403

TEL:

(850

) 283

-648

6FA

X: (8

50) 2

83-0

233

DESC

RIPT

ION

REVI

SION

SSY

MBOL

No.

DATE

BY

SCALE H: V:XLWU 20-8124

N/APROJECT:

SHEET OF 75

C-5

DESI

GNED

BY:

K. S

HARK

EY

REVI

EWED

BY:

K. S

HARK

EY

DRAW

N BY

:

N/A

REPA

IR C

LEVE

LAND

GAT

E

CONC

EPT

PAVE

MENT

DET

AILS

3' 12'-8" 12'-8" 3' TURF

12"

3' 12'-8" 13' 13'

MILL AND REMOVE ASREQUIRED NEW ASPHALT PAVEMENT

STANDARD CLEARING AND GRUBBING

13' 4' MIN 3'

EXISITING DRAINAGE FEATURE

CONCEPT PLANS - NOT FOR CONSTRUCTION

TYND

ALL A

IR F

ORCE

BAS

E, F

LORI

DA

DEPA

RTME

NT O

F TH

E AI

R FO

RCE

TYND

ALL A

IR F

ORCE

BAS

E32

5TH

CIVI

L ENG

INEE

RING

SQU

ADRO

N11

9 ALA

BAMA

AVE

NUE

TYND

ALL A

FB, F

LORI

DA 32

403

TEL:

(850

) 283

-648

6FA

X: (8

50) 2

83-0

233

DESC

RIPT

ION

REVI

SION

SSY

MBOL

No.

DATE

BY

SCALE H: V:XLWU 20-8124

N/APROJECT:

SHEET OF 76

C-6

DESI

GNED

BY:

K. S

HARK

EY

REVI

EWED

BY:

K. S

HARK

EY

DRAW

N BY

:

N/A

REPA

IR C

LEVE

LAND

GAT

E

LIDAR

DAT

A

NOTES:

1. CONTRACTOR TO VERIFY ALL DIMENSIONS / ELEVATIONS PRIOR TO CONSTRUCTION2. HORZONTAL DATUM: TRANSVERSE MERCATOR PROJECTION: WGS 1984 UTM ZONE 17N2. VERTICAL DATUM: EGM96 GEOID

LIDAR DATAFOR REFERENCE ONLY

FOR REFERENCE ONLY v19.1

Although every effort has been made to ensure the accuracy of information, errors and conditions originating from physicalsources used to develop the database maybe reflected in the data supplied. The end user must be aware of the data conditionsand ultimately bear responsibility and the appropriate use of the information with respect to possible errors, original map scale,collection methodology, currency of data, and other conditions specific to certain data.

Unauthorized reproduction, distribution, publication, or exhibition of this material is STRICTLY PROHIBITED. Refer other requeststo 325 CES/CEN. Destroy as "For Official Use Only". 325 CES/CEN shall not be liable for any errors, omissions, or damages thatresult from noncompliance of this message.

Removal of thiscaveat is prohibited.

This material isFor Official Use Only.

LIMITED DISTRIBUTIONDistribution authorized to DoD, IAW

10 U.S.C. §130 & 455. Release authorizedto U.S. DoD contractors IAW 48 C.F.R.

§252.245-7000.

CONCEPT PLANS - NOT FOR CONSTRUCTION

DEPA

RTME

NT O

F TH

E AI

R FO

RCE

TYND

ALL A

IR F

ORCE

BAS

E32

5TH

CIVI

L ENG

INEE

RING

SQU

ADRO

N11

9 ALA

BAMA

AVE

NUE

TYND

ALL A

FB, F

LORI

DA 32

403

TEL:

(850

) 283

-648

6FA

X: (8

50) 2

83-0

233

DESC

RIPT

ION

REVI

SION

SSY

MBOL

No.

DATE

BY

SCALE H: V: N/APROJECT:

SHEET OF 7

C-7

DESI

GNED

BY:

K. S

HARK

EY

REVI

EWED

BY:

K. S

HARK

EY

DRAW

N BY

:

N/A

NOTES:

1. CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO DESIGN

TYND

ALL A

IR F

ORCE

BAS

E, F

LORI

DA

XLWU 20-8124

7

COMPOSITE UTILITY SYSTEMSFOR REFERENCE ONLY

REPA

IR C

LEVE

LAND

GAT

E

FOR REFERENCE ONLY v19.1

Although every effort has been made to ensure the accuracy of information, errors and conditions originating from physicalsources used to develop the database maybe reflected in the data supplied. The end user must be aware of the data conditionsand ultimately bear responsibility and the appropriate use of the information with respect to possible errors, original map scale,collection methodology, currency of data, and other conditions specific to certain data.

Unauthorized reproduction, distribution, publication, or exhibition of this material is STRICTLY PROHIBITED. Refer other requeststo 325 CES/CEN. Destroy as "For Official Use Only". 325 CES/CEN shall not be liable for any errors, omissions, or damages thatresult from noncompliance of this message.

Removal of thiscaveat is prohibited.

This material isFor Official Use Only.

LIMITED DISTRIBUTIONDistribution authorized to DoD, IAW

10 U.S.C. §130 & 455. Release authorizedto U.S. DoD contractors IAW 48 C.F.R.

§252.245-7000.

COMP

OSIT

E UT

ILITY

SYS

TEMS

CONCEPT PLANS - NOT FOR CONSTRUCTION