Corrected Final - Drawings.pdf

PDF 35 MB Posted Jul 8, 2024

Attached to: F-35 Jet Blast Deflectors Federal contract opportunity
Solicitation number: FA667524R0003
Issued by: Department of the Air Force Reserve Command

About this file

Written by GovTribe AI · Jul 8, 2024

This document appears to be the Corrected Final - Drawings.pdf related to the F-35 Jet Blast Deflectors federal contract opportunity.

The federal contract opportunity is a solicitation (Solicitation Number FA667524R0003) issued by the Department of the Air Force Reserve Command to demolish the existing F-16 Jet Blast Deflectors and construct new F-35 Jet Blast Deflectors in accordance with provided architectural and engineering specifications. A pre-proposal conference and site visit will be conducted on 30 July 2024 at 1:00 PM CST. Requests for Information (RFIs) or other questions must be submitted by 2 August 2024 at 10:00 AM CST.

View the file

Other files for this federal contract opportunity

Other files attached to F-35 Jet Blast Deflectors, newest first.
File	Type	Posted
ADDENDUM 1 - RFI and Coring Change R2.pdf	PDF	Aug 13, 2024
Solicitation Amendment FA667524R00030001 SF 30.pdf	PDF	Aug 5, 2024
ADDENDUM 1 - RFI and Coring Change.pdf	PDF	Aug 5, 2024
Corrected Final - Design Specifications.pdf	PDF	Jul 8, 2024
Corrected Final - Design Narrative.pdf	PDF	Jul 8, 2024
Solicitation - FA667524R0003.pdf	PDF	Jul 8, 2024
DOL Wage Determination 2015-5231 Rev 2023.pdf	PDF	Jul 8, 2024
RFI -RFC FORM.pdf	PDF	Jul 8, 2024

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PROJECT NO.

A R C H I T E C T U R E

EST. 1915

E N G I N E E R I N G I N T E R I O R S

P L A N N I N G

ABU DHABI

ATLANTA

AUSTIN

CHICAGO

COLLEGE STATION

CORPUS CHRISTI

DALLAS

FLINT

FORT WORTH

HOUSTON

LAN - MONTGOMERY COUNTY

LANSING

LAREDO

LAS VEGAS

LOS ANGELES

MIAMI

MIDWEST

MILPITAS

MINNEAPOLIS

NORMAN

OMAHA

ORANGE

SACRAMENTO

SAN ANTONIO

SAN MARCOS

TAMPA

WACO

WASHINGTON DC

WEST PALM BEACH

NAS Fort Worth JRB

F-35 JET BLAST DEFLECTOR

IMPROVEMENTS

Air Force Reserve Command Department

APRIL 05, 2024

CORRECTED FINAL DESIGN CUI

092-10066-011

COVER

GI001

CONTRACT# FA664318D0010

DELIVERY ORDER# FA667523F0012

THE WELLS RESOURCE LLC

105 N. 15TH ST. ASHLAND NE 68003

402.658.5202

SHEET INDEX

SHEET

NUMBER SHEET TITLE

GI001 COVER SHEET

GI002 SITE LOCATION MAP WITH HAUL ROUTE & VICINITY MAP

VS101 EXISTING CONDITIONS

CD101 DEMOLITION PLAN NORTH BLAST DEFLECTOR

CD102 DEMOLITION PLAN EAST BLAST DEFLECTOR

CS101 SITE LAYOUT NORTH BLAST DEFLECTOR

CS102 SITE LAYOUT EAST BLAST DEFLECTOR

CG101 GRADING & JOINTING NORTH BLAST DEFLECTOR

CG102 GRADING & JOINTING EAST BLAST DEFLECTOR

CI101 PHASING

M101 BLAST DEFLECTOR DETAILS

C501 DETAILS

C502 DETAILS

C503 DETAILS

4-5-2024

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

GI002

L O

H H

R O

FORT WORTH TX

VICINITY MAP

SCALE: NTS

PROJECT SITE

I-30I-30

I-8

I-820

I-3 5W

PROJECT SITE

HWY 183

PUMPHREY DR

MAIN GATE

MILITARY PKWY

TRINITY RIVER

I-3

COMMERCIAL GATE

ALTA MERE DR

SITE LOCATION MAP WITH HAUL ROUTE

SCALE: 1" = 700'

COODY DR

N W

S T

BOYINGTON DR

BURKE AVE

CARSWELL AVE

DOOLIT

TLE

AVE

XIW

HENSLEY AVE

SECURITY GATE

606.41

CONTROL POINT

609.92

CONTROL POINT

U48518 613.48

EQUIPMENT ELEC

U48519 613.49

EQUIPMENT ELEC

607.74

CONTROL POINT

604.17

CONTROL POINT

605.17

CONTROL POINT

609.36

CONTROL POINT

614.66

CONTROL POINT

616.52

CONTROL POINT

618.94

CONTROL POINT

S46565 611.20

SAN. SEWER MANHOLE

U46568 611.07

EQUIPMENT ELEC

U46569

611.00

EQUIPMENT ELEC

U46577 608.35

EQUIPMENT ELECU46578

608.29

EQUIPMENT ELEC

607.39

CONTROL POINT

U53103 607.70

EQUIPMENT ELEC

603.34

CONTROL POINT

53361 604.36

CLEANOUT

53395 604.47

CLEANOUT

53653 604.22

CLEANOUT

53664 603.92

CLEANOUT

54086 607.94

BORE HOLE

54109 605.96

BORE HOLE

54110 607.49

BORE HOLE

54121 606.54

BORE HOLE

54123 614.78

CORNER POST FCL B

U54145 607.34

EQUIPMENT GATE

54146 607.34

BOLLARD

54147 607.33

BOLLARD

54148 607.33

BOLLARD

54149 607.38

BOLLARD

54150 607.40

BOLLARD

54151 607.41

BOLLARD

54152 607.46

BOLLARDU54153

607.41

EQUIPMENT GATE

U54164 606.71

EQUIPMENT GATE

U54165 606.86

EQUIPMENT GATE

536870913 601.11

CONTROL POINT

536870914 605.88

CONTROL POINT

U56689 618.01

EQUIPMENT ELEC

U56715 617.91

EQUIPMENT ELEC

U56734 617.11

EQUIPMENT ELEC

U56749 615.91

EQUIPMENT ELECTRIC

U57008 615.47

EQUIPMENT ELEC

U57022 613.25

EQUIPMENT ELEC

S57032 611.19

SAN. SEWER MANHOLE

U57038 610.66

EQUIPMENT ELEC

W W

70537 602.93

BORE HOLE

70538 603.12

BORE HOLE

90004 608.06

BORE HOLE

44574 610.10

STATIC GROUND

44842 610.76

STATIC GROUND

45127 611.51

STATIC GROUND

48631 612.26

STATIC GROUND

48861 613.04

STATIC GROUND

49100 613.76

STATIC GROUND

BLAST SHIELD

BLAST

SHIELD

BLAST SHIELD

GENERAL NOTES:

1. ALL BEARINGS, DISTANCES, AND COORDINATE VALUES CONTAINED

HEREIN ARE GRID BASED UPON THE TEXAS STATE PLANE

COORDINATE SYSTEM, NORTH CENTRAL ZONE, U.S. SURVEY FEET,

NORTH AMERICAN DATUM 1983. ALL MEASURED ELEVATIONS SHOWN

HEREON ARE CORRELATED TO NAVD 88 VERTICAL DATUM.

2. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON VISIBLE

EVIDENCE OBSERVED DURING THE COURSE OF A FIELD SURVEY. THIS

SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND

UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER

IN SERVICE OR ABANDONED. THIS SURVEYOR FURTHER DOES NOT

WARRANT THAT THE UNDERGROUND UTILITIES SHOWN HEREON ARE

IN THE EXACT LOCATION INDICATED. THIS SURVEYOR HAS NOT

PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

NOTE: AERIAL IMAGE IS FOR VISUAL REFERENCE ONLY. THE

SURVEYED LINE WORK SHALL CONTROL IN ALL INSTANCES.

VS101

G C

O N

BLDG 1643

BLDG 1637

BLDG UNDER

CONST. BY

OTHERS

BLDG UNDER

CONST. BY

OTHERS

BLDG 1655

BLDG 1602

BLDG 1619

BLDG 1629

DOOLITTLE AVE

HENSLEY AVE SECURITY GATE

EXISTING RED SECURITY LINE

EXISTING RED SECURITY LINE & SIGNAGE

TAXIWAY "A"

BLDG 1615BLDG 1682

BURKE

EXISTING RED SECURITY LINE & SIGNAGE

EXISTING BLAST DEFLECTORS

AGE FUEL STAND

GATE / RAMP FROM OPS / AMU

& LIFE SUPPORT EQUIPMENT

XIW

AY "A

EXISTING AIRCRAFT PARKING AREAS

CONTROL POINT

"X" CUT SET

N 6968946.09 E 2297319.53

ELEV 607.39'

CONTROL POINT

"X" CUT SET

N 6968616.07 E 2297849.17

ELEV 603.34'

CONTROL POINT

"X" CUT SET

N 6968215.14 E 2297540.11

ELEV 604.17'

CONTROL POINT

"X" CUT SET

N 6967735.67 E 2297248.34

ELEV 609.35'

EXISTING CONTROLLED ACCESS GATE

(DOOLITTLE SECURITY GATE)

U53103 607.70

EQUIPMENT ELEC

53395 604.47

CLEANOUT

54109 605.96

BORE HOLE

54110 607.49

BORE HOLE

BLAST SHIELD

BLAST

SHIELD

BLAST SHIELD

3.0

22.6'

36.0'

170.1'

319.1'

46.0'

23.4'

154.3'

.6'

9.5

.6'

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

NOTE: AERIAL IMAGE IS FOR VISUAL REFERENCE ONLY. THE

SURVEYED LINE WORK SHALL CONTROL IN ALL INSTANCES.

CD101

N P

N O

BLDG 1655

AGE FUEL STAND

EXISTING AIRCRAFT PARKING AREAS

KEY NOTES:

1 REMOVE BLAST DEFLECTOR IN ITS ENTIRETY, GRIND ALL ANCHOR BOLTS

TO SURFACE

REMOVE PEDESTRIAN ENTRY CONTROL POINT (ECP) MARKINGS AND ASSOCIATED ENTRY /

EXIT / RESTRICTED AREA SIGNS, (THIS ECP WILL BE RELOCATED AS SHOWN ON SHEET CS101)

4 REMOVE EXISTING RESTRICTED AREA PAVEMENT MARKING SIGN

REMOVE EXISTING PAVEMENT FULL DEPTH, CURB ON BACKSIDE OF DEFLECTORS TO REMAIN

EXCEPT AT NEW PEDESTRIAN ENTRY CONTROL POINTS (ECP))

REMOVE EXISTING RED SECURITY LINE

LEGEND

REMOVE EXISTING PAVEMENT FULL DEPTH

46' OF EXISTING CURB

SHALL BE REMOVED

REMOVE RED SECURITY

LINE TO THIS POINT

REMOVE RED SECURITY

LINE TO THIS POINT

LEAVE EXISTING HAND HOLE IN PLACE, PROTECT DURING CONSTRUCTION, SEE

PHOTO "A" & "B" THIS SHEET FOR REFERENCE

PHOTO "A"

PHOTO "B"

54121 606.54

BORE HOLE

U54145 607.34

EQUIPMENT GATE

54146 607.34

BOLLARD

54147 607.33

BOLLARD

54148 607.33

BOLLARD

54149 607.38

BOLLARD

54150 607.40

BOLLARD

54151 607.41

BOLLARD

54152 607.46

BOLLARD

U54153 607.41

EQUIPMENT GATE

U54164 606.71

EQUIPMENT GATE

U54165 606.86

EQUIPMENT GATE

CBL

WGAS

44574 610.10

STATIC GROUND

44842 610.76

STATIC GROUND

25.0'

16.4'

8.3'

12.0'

.0'

.1'

.3'

.5'

.0'

.6'

.4'

8.9

2.9

7.9

.3'

5.8

10.83'

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

NOTE: AERIAL IMAGE IS FOR VISUAL REFERENCE ONLY. THE

SURVEYED LINE WORK SHALL CONTROL IN ALL INSTANCES.

CD102

N P

BLDG 1637

BLDG UNDER

CONST. BY

OTHERS

BLDG UNDER

CONST. BY

OTHERS

BLDG 1602

BLDG 1619

BLDG 1629

DOOLITTLE AVE

EXISTING AIRCRAFT PARKING AREAS

KEY NOTES:

1 REMOVE BLAST DEFLECTOR IN ITS ENTIRETY, GRIND ALL ANCHOR BOLTS

TO SURFACE

REMOVE EXISTING PAVEMENT FULL DEPTH

LEGEND

REMOVE EXISTING PAVEMENT FULL DEPTH

PROTECT SECURITY

FENCE DURING

CONSTRUCTION

NORTH EDGE

OF DOOLITTLE

SECURITY GATE

CONCRETE PAVEMENT INSTALLED DURING THE RECENT

INSTALLATION OF THE POWER AND COMMUNICATIONS

DUCT BANK AND MANHOLES TO REMAIN

CONTINUE REMOVAL OF THIS APRON EDGE

MARKING TO ITS TERMINATION POINT JUST

SOUTH OF BURKE AVE, APPROXIMATELY

320 LF SOUTH OF THIS POINT

3 REMOVE APRON EDGE MARKINGS AS INDICATED ON PLAN

4 CONTRACT LINE ITEM (CLIN 1): REMOVE APRON EDGE

MARKINGS AS INDICATED ON PLAN FROM DOOLITTE GATE

SOUTHWARD

U53103 607.70

EQUIPMENT ELEC

53361 604.36

CLEANOUT

53395 604.47

CLEANOUT

54109 605.96

BORE HOLE

54110 607.49

BORE HOLE

164.0'

30.0'

340.0'

30.0'

170.0'

20.0'

8.1'

3.3'

23.4'

22.6'

96.0'

85.5'

85.6'

101.0'

7.0 ' 8.0

.8'

3.0

.6'

.8'

7.0 ' 8.0

3.0

.6'

9.5

.6'

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

NOTE: AERIAL IMAGE IS FOR VISUAL REFERENCE ONLY. THE

SURVEYED LINE WORK SHALL CONTROL IN ALL INSTANCES.

CS101

O U

T N

O R

BLDG

BLDG 1655

CENTERED ON OPENING & PLACED

5.0' BEHIND MAIN BLAST DEFLECTOR

AGE FUEL STAND

KEY NOTES:

1 INSTALL BLAST DEFLECTOR, SEE SHEET M101

C5012 RED SECURITY LINE PAINT MARKING

3 RESTRICTED AREA SIGN (PAINTED ON

PAVEMENT SURFACE)

C501

4 ECP ENTRY SIGN

(PAINTED ON PAVEMENT SURFACE)

C501

5 ECP EXIT SIGN

(PAINTED ON PAVEMENT SURFACE)

C501

6 2 C501

PEDESTRIAN ECP

(ENTRY CONTROL POINT)

6 3

CENTERED ON OPENING & PLACED

5.0' BEHIND MAIN BLAST DEFLECTOR

7 18" THICK REINFORCED

CONCRETE PAVEMENT

C502

8 4 C502

HIGH HEAT & NOISE WARNING SIGN

(POST MOUNTED)

9 1

CG1015' WIDE PEDESTRIAN RAMP

LEGEND

BLAST DEFLECTOR

18" THICK REINFORCED

CONCRETE PAVEMENT

EXISTING CURB

TO REMAIN

EXISTING CURB

TO REMAIN

10 EXISTING HAND HOLE TO REMAIN,

PROTECT DURING CONSTRUCTION

11 INSTALL 1 BOLLARD ON EACH SIDE

OF EXISTING HAND HOLE TO REMAIN,

(2) BOLLARDS TOTAL

C502

BORE HOLE

U54145 607.34

EQUIPMENT GATE

54146 607.34

BOLLARD

54147 607.33

BOLLARD

54148 607.33

BOLLARD

54149 607.38

BOLLARD

54150 607.40

BOLLARD

54151 607.41

BOLLARD

54152 607.46

BOLLARD

U54153 607.41

EQUIPMENT GATE

U54164 606.71

EQUIPMENT GATE

U54165 606.86

EQUIPMENT GATE

CBL

WGAS

44574 610.10

STATIC GROUND

44842 610.76

STATIC GROUND

5.0

.0'

8.0'

25.0'

16.4'

12.0'

8.3'

1.5'

26.4'

8.6'

1.5'8.0'

8.0

.0'

7.9

.0'

8.0' 17.1'

.0'

2.5

3.6

8.0'

1.5' 8.0'

10.83'

.6'

1.0

10.83'

1.33'

10.83'

1.33'

.0'

.1'

.3'

.5'

.6'

.4'

8.9

4.1'

25.0'

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

NOTE: AERIAL IMAGE IS FOR VISUAL REFERENCE ONLY. THE

SURVEYED LINE WORK SHALL CONTROL IN ALL INSTANCES.

CS102

O U

BLDG 1637

BLDG UNDER

CONST. BY

OTHERS

BLDG UNDER

CONST. BY

OTHERS

BLDG 1602

BLDG 1619

BLDG 1629

DOOLITTLE AVE

KEY NOTES:

1 INSTALL BLAST DEFLECTOR, SEE SHEET M101

EXISTING RESTRICTED AREA SIGN

2 18" THICK REINFORCED

CONCRETE PAVEMENT

C502

3 4 C502

HIGH HEAT & NOISE WARNING SIGN

(POST MOUNTED)

EXISTING ENTRY CONTROL POINT (ECP)

LEGEND

BLAST DEFLECTOR

18" THICK REINFORCED

CONCRETE PAVEMENT

CONCRETE PAVEMENT INSTALLED

DURING THE RECENT INSTALLATION OF

THE POWER AND COMMUNICATIONS

DUCT BANK AND MANHOLES TO REMAIN

PROTECT SECURITY FENCE

DURING CONSTRUCTION

4 8 C501

PAINT APRON EDGE MARKING

BETWEEN EXISTING APRON EDGE

LINES TO MAKE ONE CONTINUOUS

APRON EDGE LINE

FACE OF SECURITY FENCE

8" THICK NON-REINFORCED

CONCRETE PAVEMENT

5 8" THICK NON-REINFORCED

CONCRETE PAVEMENT

C502

NORTH EDGE

OF DOOLITTLE

SECURITY GATE

BACKSIDE OF BLAST DEFLECTOR IS 2.0'

FROM EXISTING SECURITY FENCE

606.04

GRATE INLET

606.01

GRATE INLET

53361 604.36

CLEANOUT

53395 604.47

CLEANOUT

54048 607.90

GRATE INLET

54049 607.91

GRATE INLET

54050 607.89

GRATE INLET

54051 607.90

GRATE INLET

54109 605.96

BORE HOLE

54110 607.49

BORE HOLE

D 54061 606.17

STORM DRAIN MANHOLE UNDERGROUND

STADIUM LIGHT POLE

MEP

METC

METC METC

METC

BOTTOM OF RAMP TO

MATCH PAVEMENT LEVEL

NORTH OF EXISTING CURB

TOP OF RAMP

BOTTOM OF RAMP TO

MATCH PAVEMENT LEVEL

NORTH OF EXISTING CURBTOP OF RAMP

METC

NEW CONCRETE AT

APRON ELEVATION

TOP OF RAMP AT TOP

OF EXISTING CURB

BOTTOM OF RAMP MEETS

EXISTING PAVEMENT

NEW CONCRETE PAD

BETWEEN RAMPS AT

APRON ELEVATION

RAMP

BLAST DEFLECTOR

9.5'

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

NOTE: AERIAL IMAGE IS FOR VISUAL REFERENCE ONLY. THE

SURVEYED LINE WORK SHALL CONTROL IN ALL INSTANCES.

CG101

G R

J O

N G

N O

BLDG

BLDG 1655

NOTES:

1. BLAST DEFLECTORS NOT SHOWN ON THIS SHEET FOR GRAPHICAL CLARITY.

2. PERIMETER OF NEW PAVEMENT SHALL BE AN EXPANSION JOINT WHEN ABUTTED

TO EXISTING PAVEMENT.

3. INTERIOR PAVEMENT JOINTS SHALL BE CONSTRUCTION JOINT WITH BARS AND

SAW CUT JOINTS.

AGE FUEL STAND

LEGEND

SPOT ELEVATIONS:

MATCH EXISTING PAVEMENT

MATCH EXISTING TOP OF CURB

MEP

METC

INTERIOR PAVEMENT JOINT

EXISTING PAVEMENT JOINT

1B C503

1A C503

1C C503

MATCH SPACING OF NEW JOINTS TO EXISTING APRON PAVEMENT JOINTING

18" THICK REINFORCED

CONCRETE PAVEMENT

BORE HOLE

U54145 607.34

EQUIPMENT GATE

54146 607.34

BOLLARD

54147 607.33

BOLLARD

54148 607.33

BOLLARD

54149 607.38

BOLLARD

54150 607.40

BOLLARD

54151 607.41

BOLLARD

54152 607.46

BOLLARD

U54153 607.41

EQUIPMENT GATE

U54164 606.71

EQUIPMENT GATE

U54165 606.86

EQUIPMENT GATE

CBL

WGAS

44574 610.10

STATIC GROUND

44842 610.76

STATIC GROUND

MEP

.6'

.0'

.4'

.0'

MEP

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

NOTE: AERIAL IMAGE IS FOR VISUAL REFERENCE ONLY. THE

SURVEYED LINE WORK SHALL CONTROL IN ALL INSTANCES.

CG102

G R

J O

N G

BLDG 1637

BLDG UNDER

CONST. BY

OTHERS

BLDG UNDER

CONST. BY

OTHERS

BLDG 1602

BLDG 1619

BLDG 1629

DOOLITTLE AVE

SPOT ELEVATIONS:

MATCH EXISTING PAVEMENTMEP

NOTES:

1. BLAST DEFLECTORS NOT SHOWN ON THIS SHEET FOR GRAPHICAL CLARITY.

2. PERIMETER OF NEW PAVEMENT SHALL BE AN EXPANSION JOINT WHEN ABUTTED

TO EXISTING PAVEMENT.

3. INTERIOR PAVEMENT JOINTS SHALL BE CONSTRUCTION JOINT WITH BARS AND

SAW CUT JOINTS.

LEGEND

INTERIOR PAVEMENT JOINT

EXISTING PAVEMENT JOINT

1B C503

1A C503

1C C503

MATCH SPACING OF NEW JOINTS TO ADJOINING

EXISTING APRON PAVEMENT JOINTING

SPACE JOINTS EQUALLY APART

18" THICK REINFORCED CONCRETE PAVEMENT

8" THICK NON-REINFORCED CONCRETE PAVEMENT

U48518 613.48

EQUIPMENT ELEC

U48519 613.49

EQUIPMENT ELEC

S46565 611.20

SAN. SEWER MANHOLE

U46568 611.07

EQUIPMENT ELEC

U46569

611.00

EQUIPMENT ELEC

U46577 608.35

EQUIPMENT ELECU46578

608.29

EQUIPMENT ELEC

U53103 607.70

EQUIPMENT ELEC

53361 604.36

CLEANOUT

53395 604.47

CLEANOUT

53653 604.22

CLEANOUT

53664 603.92

CLEANOUT

54086 607.94

BORE HOLE

54109 605.96

BORE HOLE

54110 607.49

BORE HOLE

54121 606.54

BORE HOLE

54123 614.78

CORNER POST FCL B

U54145 607.34

EQUIPMENT GATE

54146 607.34

BOLLARD

54147 607.33

BOLLARD

54148 607.33

BOLLARD

54149 607.38

BOLLARD

54150 607.40

BOLLARD

54151 607.41

BOLLARD

54152 607.46

BOLLARDU54153

607.41

EQUIPMENT GATE

U54164 606.71

EQUIPMENT GATE

U54165 606.86

EQUIPMENT GATE

U56689 618.01

EQUIPMENT ELEC

U56715 617.91

EQUIPMENT ELEC

U56734 617.11

EQUIPMENT ELEC

U56749 615.91

EQUIPMENT ELECTRIC

U57008 615.47

EQUIPMENT ELEC

U57022 613.25

EQUIPMENT ELEC

S57032 611.19

SAN. SEWER MANHOLE

U57038 610.66

EQUIPMENT ELEC

W W

70537 602.93

BORE HOLE

70538 603.12

BORE HOLE

90004 608.06

BORE HOLE

44574 610.10

STATIC GROUND

44842 610.76

STATIC GROUND

45127 611.51

STATIC GROUND

48631 612.26

STATIC GROUND

48861 613.04

STATIC GROUND

49100 613.76

STATIC GROUND

N 6969084.49 E 2297265.57

N 6968592.28 E 2297864.06

N 6968245.20 E 2297608.44

N 6968193.45 E 2297675.65

N 6967859.13 E 2297289.63

.5'

.0'

67.5'

84.4'

60.0'

.0'

N 6968572.44 E 2297783.18

CONSTRUCTION PHASING KEY NOTES

7. REMOVE EXISTING BLAST DEFLECTORS AND OTHER ITEMS FOLLOWING SHEET CD101 & CD102 DEMO PLAN

8. INSTALL NEW BLAST DEFLECTORS AND ALL OTHER NEW ITEMS FOLLOWING SITE LAYOUT SHEETS

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

NOTE: AERIAL IMAGE IS FOR VISUAL REFERENCE ONLY. THE

SURVEYED LINE WORK SHALL CONTROL IN ALL INSTANCES.

CI101

BLDG 1643

BLDG 1637

FUTURE BLDG

BY OTHERS

FUTURE BLDG

BY OTHERS

BLDG 1655

EXISTING AIRCRAFT PARKING AREAS

LEGEND

CONSTRUCTION PHASING KEY NOTESX

PHASE 2 CONSTRUCTION FENCE

CONSTRUCTION ENTRANCE GATE CORRAL

FOR ALL PHASES OF CONSTRUCTION

BLDG 1602

BLDG 1619

BLDG 1629

DOOLITTLE AVE

EXISTING RED SECURITY LINE

C502

TAXIWAY "A"

EXISTING DOOLITTLE AVE SECURITY GATE WILL BE OPENED AND SECURED

DAILY BY BASE SECURITY FOR THE DURATION OF THE CONSTRUCTION

BLDG 1615BLDG 1682

BURKE

TAXIWAY "A" TO BE

OPEN AT ALL TIMES

CONSTRUCTION

ENTRANCE GATE #1

C502

EXISTING RED SECURITY LINE (TYP.)

INSTALL ALL AIRCRAFT FREE ZONE CONSTRUCTION FENCE, INSTALL ALL CONSTRUCTION

ENTRANCE GATES AND FENCING, DOOLITTLE GATE WILL BE OPENED AND SECURED DAILY

BY BASE SECURITY

AF SECURITY FORCES

CONTROLLED GATE

C502

CONSTRUCTION ENTRANCE NOTES:

1. THE CONSTRUCTION ENTRANCES ARE TO PROVIDE ACCESS TO THE CONSTRUCTION ZONES ALONG WITH PROVIDING ACCESS TO THE AIRFIELD FOR AF SECURITY FORCES. THE SERIES OF GATES WHICH MAKE UP THE GATE CORRALS SHALL BE DYNAMIC IN NATURE OVER THE COURSE OF CONSTRUCTION MEETING THE REQUIREMENTS OF THE CONSTRUCTION PHASING WHILE MAINTAINING SECURITY REQUIREMENTS.

CONTRACTOR SHALL COORDINATE WITH FT. WORTH JRB.

2. PROVIDE 50' WIDE GATES FOR TOWING OF AIRCRAFT TO HANGAR BUILDING 1643. THE 50' OPENINGS CAN BE ACHIEVED WITH EITHER SWING GATES OR REMOVABLE SECTIONS OF CONSTRUCTION FENCE THAT CAN

BE CONVENIENTLY MOVED OUT OF THE WAY AND SECURABLE WITH LOCK AND CHAIN.

EXISTING HENSLEY

AVE SECURITY GATE

AGE FUEL STAND

PHASE 1 CONSTRUCTION FENCE 1

C502

CS101 AND CS102

12. REMOVE PHASE 1 CONSTRUCTION FENCE AFTER ALL NEW ITEMS HAVE BEEN CONSTRUCTED

WITHIN THIS AREA

12. REMOVE PHASE 2 CONSTRUCTION FENCE AFTER ALL NEW ITEMS HAVE BEEN CONSTRUCTED

WITHIN THIS AREA

12. REMOVE CONSTRUCTION ENTRANCE GATE CORRAL GATES AND FENCING AND ENSURE DOOLITTLE6

GATE IS SECURE

SEE CONSTRUCTION ENTRANCE NOTE 2

CONNECT CONSTRUCTION FENCE INTO EXISTING SECURITY FENCE CORNER

SEE SITE PLAN

8'- 0"

8'-0"

10'-10"

CONSTRUCTION OR CONTRACTION JOINT,

SEE JOINT DETAIL 1 / C503

FRAMES 4'-0" O.C. FOR THE OVERALL BLAST DEFLECTOR LENGTH

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

M101

R D

6" 6" 6" 6" 6" 6"

BLACK PERMANENT

PAVEMENT PAINT

YELLOW PERMANENT

PAVEMENT PAINT

BLACK PERMANENT

PAVEMENT PAINT

BLACK PERMANENT

PAVEMENT PAINT

YELLOW PERMANENT

PAVEMENT PAINT

BLACK PERMANENT

PAVEMENT PAINT

SEE SHEET CS102 FOR NEW

PAVEMENT MARKING ALIGNMENTS

NEW MARKINGS SHALL

MATCH EXISTING WIDTH

NEW MARKINGS SHALL

MATCH EXISTING WIDTH

RED PERMANENT

PAVEMENT PAINT

BLACK PERMANENT

PAVEMENT PAINT

YELLOW PERMANENT

PAVEMENT PAINT

BLACK PERMANENT

PAVEMENT PAINT

YELLOW PERMANENT

PAVEMENT PAINT

BLACK PERMANENT

PAVEMENT PAINT

6" 6" 6" 6" 6"

30"

NEW MARKINGS SHALL

MATCH EXISTING WIDTH

NOTES:

1. PAINT MARKINGS SHALL MEET CRITERIA SET IN UFC 3-260-04 CHAPTER 6

TAXIWAY AND APRON MARKINGS.

NOTES:

1. PAINT MARKINGS SHALL MEET CRITERIA SET IN UFC 3-260-04 CHAPTER 6

TAXIWAY AND APRON MARKINGS.

REPLACE RESTRICTED AREA

SECURITY LINE

NOTES:

1. DASH LINES SHOWN ABOVE SHALL BE 6' IN LENGTH FOR VEHICLE ECP (ENTRY CONTROL POINT).

2. WHITE AND RED COLORS, PLACED ON A 45 DEGREE ANGLE, ALWAYS STARTING AND ENDING WITH WHITE.

3. VEHICLE ECP SHALL HAVE A 30' BREAK IN THE RED LINE (DASH LINES SHALL BE PLACED EVENLY FROM LINE TO LINE).

APPROXIMATELY 35 STRIPES, 10" WIDE.

NOTES:

1. DASH LINES SHOWN ABOVE SHALL BE 3' IN LENGTH FOR PEDESTRIAN ECP (ENTRY CONTROL POINT).

2. WHITE AND RED COLORS, PLACED ON A 45 DEGREE ANGLE, ALWAYS STARTING AND ENDING WITH WHITE.

3. PEDESTRIAN ECP SHALL HAVE A 6' BREAK IN THE RED LINE (DASH LINES SHALL BE PLACED EVENLY FROM LINE TO LINE).

APPROXIMATELY 7 STRIPES, 10" WIDE.

WARNING

RESTRICTED

AREA

ECP

REMOVE

BADGE

ECP

DISPLAY

BADGE

30.0'

RESTRICTED AREA SIDE

ECP ENTRY SIGN4

C501

ECP EXIT SIGN5

C501

RESTRICTED

AREA SIGN

C501

WARNING

RESTRICTED

AREA

RESTRICTED

AREA SIGN

C501

WARNING

RESTRICTED

AREA

ECP

REMOVE

BADGE

ECP

DISPLAY

BADGE

6.0'

3.0'

RESTRICTED AREA SIDE

ECP ENTRY SIGN4

C501

ECP EXIT SIGN5

C501

RESTRICTED

AREA SIGN

C501

WARNING

RESTRICTED

AREA

RESTRICTED

AREA SIGN

C501

RESTRICTED AREA

RED SECURITY LINE

RESTRICTED AREA

RED SECURITY LINE

NOTES:

1. ALL MATERIAL MUST BE REFLECTIVE.

2. DIMENSIONS SHOWN ABOVE.

3. LINE ONE (WARNING) 10".

4. LINE TWO (RESTRICTED AREA) 4".

5. LINE THREE THRU FIVE 2.5".

6. LINE SIX (USE OF DEADLY FORCE IS AUTHORIZED) 4".

7.0'

6.0

NOTES:

1. PLACE SIGN ON THE OUTSIDE OF THE ENTRY CONTROL POINT (ECP) TO BE VIEWED AS PERSONNEL ENTER THE RESTRICTED AREA.

2. ALL MATERIAL MUST BE REFLECTIVE IN NATURE WITH WHITE BACKGROUND AND BLACK LETTERING.

3. 4' X 4' MEASUREMENT.

4. ECP LETTERING 6".

5. ALL OTHER LETTERING 4".

4.0'

4.0

NOTES:

1. PLACE SIGN IN THE INSIDE OF THE ENTRY CONTROL POINT (ECP) TO BE VIEWED AS PERSONNEL EXIT THE RESTRICTED AREA.

2. ALL MATERIAL MUST BE REFLECTIVE IN NATURE WITH WHITE BACKGROUND AND BLACK LETTERING.

3. 4' X 4' MEASUREMENT.

4. ECP LETTERING 6".

5. ALL OTHER LETTERING 4".

4.0'

4.0

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

C501

6'- 0"

FENCE INSTALLATION:

1. SPACE THE POSTS EQUAL DISTANCE, 10' MAXIMUM CENTER TO CENTER OF POSTS.

2. INSTALL CHAIN LINK FABRIC PER MANUFACTURERS SPECIFICATIONS.

3. SECURE EACH FENCE PANEL STAND TO THE SURFACE BY PLACING A CONCRETE JERSEY BARRIER ON EACH STAND.

4. INSTALL SOLAR/BATTERY POWERED FLASHERS ON THE FENCE AT A MAXIMUM SPACING OF 50'.

BOTTOM RAIL

LINE POST

FABRIC (TYPE/SIZE) TOP SELVAGE TWISTED

WIRE TIE

BOTTOM SELVAGE KNUCKLED

10' MAX POST SPACING

GRADE

TOP RAIL

LINE POST

CORNER

POST

FENCE PANEL STAND,

SEE NOTE 4

TYPICAL FENCE PANEL STAND

FENCE PANEL STAND,

SEE NOTE 3

SWING GATE NOTES:

1. GATE IS FOR AUTHORIZED ACCESS TO THE AIRFIELD THRU THE TEMPORARY CONSTRUCTION FENCE. NO CONSTRUCTION PERSONNEL ALLOWED BEYOND THE CONSTRUCTION AREA WITHOUT AUTHORIZED SUPERVISION.

2. GATE TO BE LOCKED AT ALL TIMES.

3. SECURE EACH FENCE PANEL STAND TO THE SURFACE BY PLACING A CONCRETE JERSEY BARRIER ON EACH STAND.

TRUSS ROD

ADJUSTING UNIT

TRUSS ROD

LOCK

ASSEMBLY

HINGE

GATE FRAME

POST CAP

GATE = 30' WIDE, SEE PLANS

6'- 0"

FENCE PANEL STAND,

SEE NOTE 3

SOLAR LED FLASHER

PLACE FLASHERS ON FENCE

AT 50' SPACING MAXIMUM

" O

R 8"

6" 6" SCARIFIED SUBGRADE

18" OR 8" CONCRETE

SEE PLANS

FINISHED GRADE

WARNING SIGNS

5'- 0"

3'- 6"

12"

3/8 " DIA. HOLES

CONCRETE

SLOPE

CONCRETE

TO DRAIN

2"X2" - 11 GAUGE

SQUARE SIGN POST

3/8 " DIA. HOLES 12" X 18" OSHA JET BLAST

ALUMINUM WARNING SIGN

12" X 18" OSHA HIGH NOISE

ALUMINUM WARNING SIGN

'-0

" M

4'- 0"

GRADE

CONCRETE ENCASEMENT

TYP. ALL INSTALLATIONS 2'-

6" 6"

1'-6"

6" STEEL PIPE SCH 40,

FILL WITH CONCRETE

PAINT POST SAFETY YELLOW

3'-

0"NOTES:

1. 18" CONCRETE SHALL BE REINFORCED AS SHOWN ON DETAIL 7 SHEET M101.

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

C502

JOINT SEALER &

BACKER MATERIAL

SEE DETAIL "A"

JOINT FILLER

JOINT SEALER & BACKER

MATERIAL

WIDTH OF SAW

BLADE MIN. 1/2"

3" T

. 3"

3/4"

3/4

1/4 " M

NOTE: SEE SPECIFICATIONS FOR JOINT FILLER AND JOINT SEALER TYPE.

FORMED JOINTSAW JOINT

DETAIL "A"

3/8"

1/4"

1/4"R

SEE DETAIL "A"JOINT SEALER &

BACKER MATERIAL

9" 9"

POURED JOINT SEALANT DETAILS (BACKER MATERIAL)

NOTES:

1. TOP OF SEALANT SHALL BE 14 INCH TO 116 INCH BELOW TOP OF PAVEMENT.

IN AREAS TO BE GROOVED, THE JOINT SEAL SHALL BE RECESSED BELOW THE

DEPTH OF THE GROOVES.

2. NEW SEALANT SHALL EXTEND A MINIMUM OF 1/2 THE LENGTH OF THE

ADJOINING, EXISTING SLABS.

W = WIDTH OF SEALANT RESERVOIR (SEE TABLE)

D = DEPTH OF SEALANT (1.0 TO 1.5 x W) FOR POURED SEALANT; 0.5 W FOR SILICONE SEALANT

T = DEPTH OF INITIAL SAWCUT TYPE JOINT FORMER (CONTRACTION JOINT)

a. 14 SLAB THICKNESS ± 12" FOR PAVEMENTS LESS THAN 12 INCHES

b. 3 INCHES FOR PAVEMENTS 12 - 18 INCHES

c. 15 SLAB THICKNESS FOR PAVEMENTS MORE THAN 18 INCHES

d. DIAMETER OF BACKER MATERIAL = W + 18"

JOINT SPACING

WIDTH, IN.

MIN. MAX.

20 (NAVY)

1/2 5/8

3/8 --

TABLE

EPOXY COATED,

LUBRICATED ONE SIDE ONLY

1"Ø SMOOTH STEEL

DOWEL BARS 18"

LONG @ 12" C/C

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

SHEET ID

F O

R C

E R

O M

D R

B Y:

D B

C H

D B

E D

C O

N O

Y O

R D

2 3 4 5 6 7 8 9 10

E M

C R

O N

F / L

G C

J R

W O

T X.

O N

J R

R T

W O

CORRECTED FINAL DESIGN

F-

5, CUI

CUI

C503

GI001 COVER SHEET

GI002 SITE LOCATION MAP WITH HAUL ROUTE & VICINITY MAP

VS101 EXISTING CONDITIONS

CD101 DEMOLITION PLAN NORTH BLAST DEFLECTOR

CD102 DEMOLITION PLAN EAST BLAST DEFLECTOR

CS101 SITE LAYOUT NORTH BLAST DEFLECTOR

CS102 SITE LAYOUT EAST BLAST DEFLECTOR

CG101 GRADING & JOINTING NORTH BLAST DEFLECTOR

CG102 GRADING & JOINTING EAST BLAST DEFLECTOR

CI101 PHASING

M101 BLAST DEFLECTOR DETAILS

C501 DETAILS

C502 DETAILS

C503 DETAILS

File details come from the government source that posted it. Updated Jul 8, 2024.