Fence Details.pdf

PDF 2 MB Posted Jul 31, 2024

Attached to: Sources Sought - Relocate/Reinstall Flightline Fence
Solicitation number: FA822424Q000003
Issued by: Department of the Air Force Materiel Command Air Force Sustainment Center

About this file

Written by GovTribe AI · Jul 31, 2024

This document is a Sources Sought announcement/market survey related to a potential future federal contract opportunity to relocate and reinstall a flight line fence at Joint Base San Antonio-Randolph Air Force Base in Texas.

The key details are: The project requirements include removing the existing flight line fence, repairing any damage, repairing asphalt, removing existing curbing, painting vehicle parking lines, and adding a new vehicle gate and two personnel gates with specific requirements. The NAICS code is 238990 with a $19 million size standard. The government is requesting responses from interested parties by August 12, 2024 providing company information, size status, SAM/WAWF registration, and any comments on the NAICS code selection. Responses will assist the government in developing the acquisition strategy and determining potential small business set-aside options for a future Request for Proposal. No award will result from this Sources Sought, but information gathered may significantly influence the future acquisition approach.

View the file

Other files

File	Type	Posted
12506 - T-38 Flight Line Fence Move SOW.docx	DOCX document	Jul 31, 2024
Precast Fence.pdf	PDF	Jul 31, 2024

On GovTribe

Work with this file

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.

2.5"

" T

END CAP TO

MATCH EXISTING

VERIFY EXISTING

LENGTH

VERIFY EXISTING

LENGTH

24"X24" CONCRETE BASE

8' MAXIMUM

POST TO BE EQUALLY SPACED

FINISHED GRADE

CONCRETE BASE

24"X24" CMU COLUMN 8"X8" CONCRETE

2 RED FLAT TILE

TOP

8"X8" CONCRETE

3.5' SQ METAL POST

8"SQ WROUGHT IRON

VERIFY EXISTING

LENGTH

IRON POST FENCE DETAIL

NOT TO SCALEA3

SALVAGED PEDESTRIAN GATE

NOT TO SCALEA1

SALVAGED VEHICLE GATE

NOT TO SCALEA2

PROP 24"X24"

FENCE COLUMN

OUTDOOR TEST

STRUCTURE

FRAMING

ALIGN

WROUGHT IRON

FENCE

PROPOSED FENCE TO EXISTING STRUCTURE CONNECTION DETAIL

NOT TO SCALEA4

EQUAL SPACING TO MATCH EXISTING

WROUGHT IRON FENCE TO MATCH EXISTING

WROUGHT IRON FENCE TO MATCH EXISTING WROUGHT IRON FENCE TO MATCH EXISTING

NOTES:

1. VERIFY PICKET SPACING WITH ORIGINAL FENCE CONSTRUCTION

2. 24"X24" COLUMNS ARE TO BE COVERED WITH STUCCO AND

RANDOLPH AFB COLORS (FED STD COLOR-37778 BEIGE)

3. INSTALL WROUGHT-IRON FENCE WITH FINIALS USING RANDOLPH,

AFB COLORS (GLOSS BLACK) SPACED 8 FEET APART.

4. INSTALL 8"X8" SOLID CONCRETE PILLARS, IN GROUND 36 INCHES, 7

FEET EXPOSED PAINTED RANDOLPH, AFB COLORS (FED STD

COLOR-37778 BEIGE)

RED FLAT TILE TOP

END CAP

NOT TO SCALE

C-508

SHEET ID

D R

B Y:

D B

C H

D B

C O

N O

1 2 3 4 5

FULL SIZE SHEET: 22" X 34"

- F R

A N

D N

H O

O N

, T X

R M

O O

K-

C -5

.d w g

R M

O O

U S

Y C

O R

S T

T W

O R

, T

R R

N O

R T

W O

E D

US Army Corps of Engineers

C E

H A

, T

REFER

STRUCTURAL

REFER

STRUCTURAL

REFER

STRUCTURAL

REFER

STRUCTURAL

ISSUED FOR CONSTRUCTION SUBMITTAL

MIslam New Stamp

24" DIA.

GRADE

L R

#3 @ 11"o.c. TIES

(2)#2 TIES @ 3"o.c.

(11) #6 VERT. REINF.

RED FLAT TILE

(BY OTHERS)

8" SQUARE

WROUGHT IRON

T Y

TYPICAL 8"SQ. WROUGHT

IRON POST FENCE DETAIL

NOT TO SCALE

PICKETS AND

RAILS (BY OTHERS)

24" DIA.

GRADE

L R

#3 @ 11"o.c. TIES

(2)#2 TIES @ 3"o.c.

(11) #6 VERT. REINF.

RED FLAT TILE

(BY OTHERS)

8" CIP POST REINFORCED

WITH (4) #4 VERTICAL

AND #3 TIES @ 12"o.c.

2" CLR.

T Y

TYP.

(4) #4x72" LONG REINF.

(36" EACH WAY)

TYPICAL 8" CONC.

POST FENCE DETAIL

NOT TO SCALE

1/2"x3x6" EMBED PLATE

WITH (2) 1/2"Ø H.C.A W/

2" EMBED. (TYPICAL)

30" DIA.

PICKETS AND

RAILS (BY OTHERS)

L R

T Y

TYPICAL 24" SQ. CMU

GRADE

POST FENCE DETAIL

NOT TO SCALE

L R

T Y

(2)#2 TIES @ 3"o.c.

#3 @ 11"o.c. TIES

(16) #6 VERT. REINF.

REF. 24" SQ. CMU

COLUMN COURSING

REINFORCING PLAN

1/2"x3x6" EMBED PLATE

WITH (2) 1/2"Ø H.C.A W/

2" EMBED. (TYPICAL)

GRADE

TYP.

TYPICAL 8" CONC. AND 3.5"SQ.

METAL GATE POST DETAIL

NOT TO SCALE

2" CLR.

30" DIA.

L R

T Y

L R

T Y

#3 @ 11"o.c. TIES

(2)#2 TIES @ 3"o.c.

(16) #6 VERT. REINF.

(4) #6 VERTICAL REINF.

EXTEND 36" INTO CONC.

FOOTING

PICKETS AND RAILS

(BY OTHERS)

8" CIP POST REINFORCED

WITH (4) #4 VERTICAL

AND #3 TIES @ 12"o.c.

(4) #4x72" LONG REINF.

(36" EACH WAY)

1/2"x3x6" EMBED PLATE

WITH (2) 1/2"Ø H.C.A W/

2" EMBED. (TYPICAL)

CENTER FOOTING

ON 8" CIP POST

RED FLAT TILE

(BY OTHERS)

RED FLAT TILE

(BY OTHERS)

3.5" SQUARE

METAL POST

ALT. COURSE

COURSE

ALTERNATE COURSE

COURSE

24" SQUARE CMU COLUMN

(4) #6 VERTICAL

REINF. EXTEND

36" INTO CONC.

FOOTING

FILL CENTER AREA

WITH CONCRETE.

#3 TIES @ 8"o.c.

REINFORCING DETAIL

SHEET ID

D R

A W

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I

A M

1 2 3 4 5

FULL SIZE SHEET: 22" X 34"

K E

N A

L L

R E

E S

N D

N I C

H O

O U

S T

O N

D E

S I G

N E

C A

L V

E T

T I

W I J E

R A

T N

K F

N I

S J d w g

R M

O R

N G

I N

E E

R S

A Y

L O

F O

T H

I S

S U

A T

S O

L I C

I T

A T

I O

G R

C O

N T

R A

I S

T R

I C

US Army Corps of Engineers

J O

I N

A S

O N

A N

D O

L P

F B

E X

A S

N G

I N

E S

E L

A D

F r e e s e a n d

N i c h o l s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i r m

K e n a l l

C o n s u l t i n g

E n g i n e e r s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i r m

R E

V I S

I O

O R

D A

N C

I T

M D

M A

R K

S E

D E

S C

R I P

T I O

N D

A T

N O

O R

R E

G U

L A

T O

R O

V A

P E

R M

I T

T I N

C O

N S

T R

U C

T I O

T E

X A

D O

I J E

R A

T N

US Army Corps of Engineers

S-003

T Y

P I C

A I L

ISSUED FOR CONSTRUCTION SUBMITTAL

N 13747409.48 E 2198206.86

N 13747280.87 E 2198121.44

N 13747083.75 E 2198237.24

N 13747138.42 E 2198330.29

N 13747077.80 E 2198366.05

N 13747148.05 E 2198486.63

154.41'

228.68'

107.92'

70.37'

16.15'

13.48'

12.93'

10'

6.84'

N 13747128.44 E 2198452.64

N 13747142.75 E 2198477.28

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

N 13747103.10 E 2198270.30

SAN

A A

N 13747547.67 E 2198439.92

N 13747538.35 E 2198427.97

SD SD

N 13747451.38 E 2198278.79

N 13747437.24 E 2198254.48

COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

G G

SAN

G G

SAN

SAN SAN SAN

SAN

W W

WWWWWWW

W W

G G

W W

WWWWWWWWWWWWWWWWWWWWWW

W W

ESES

P C

COMM

A A

272.02'

0' 30' 60'

CONNECT PROPOSED AIRFIELD

FENCE TO EXISTING FENCE

ASPHALT

N C

BLDG 2

BLDG 9

CONSTRUCTION NOTES BY SYMBOL " "

1. INSTALL FENCE AS NOTED ON SHEET WITHIN NOTED

LIMITS. REFER TO SHEETS C-508 AND S-003 FOR

DETAILS.

2. INSTALL SALVAGED VEHICULAR GATE. CONTRACTOR

TO VALIDATE THE LOCATIONS OF THE GATE POSTS

BASED ON THE WIDTH OF THE SALVAGED GATE TO BE

PROVIDED BY THE GOVT. REFER TO SHEETS C-508 AND

S-003 FOR DETAILS.

3. INSTALL SALVAGED PASSENGER GATE. CONTRACTOR

TO VALIDATE THE LOCATIONS OF THE GATE POSTS

BASED ON THE WIDTH OF THE SALVAGED GATE TO BE

PROVIDED BY THE GOVT. REFER TO SHEETS C-508 AND

S-003 FOR DETAILS.

4. DISTANCE BETWEEN COLUMNS FOR THE FENCE ARE 8

FEET ON CENTER U.N.O ON THIS PLAN. CONTRACTOR

TO COORDINATE WITH GOVT COR SHOULD

ADJUSTMENTS TO COLUMN LOCATIONS BE

NECESSARY.

5. CONTRACTOR TO INSTALL CYPHER LOCKS ON BOTH

THE VEHICULAR AND THE PEDESTRIAN GATES. CYPHER

LOCKS TO BE TRILOGY DBL SIDE SFIC OR EQUIV.

CONTRACTOR TO INSTALL GOVT FURNISHED SIGNS ON

BOTH THE VEHICULAR AND PEDESTRIAN GATES.

6. DISTANCE FROM THE UNDERSIDE OF THE FENCE TO

THE EX GRADE SHOULD BE NO MORE THAN 2 INCHES

PLUS OR MINUS 0.5 IN.

SHOULD REPAIR TO EX GROUND BE NECESSARY TO

MEET THE NOTED CONSTRAINT:

A) IN GRAVEL AREAS, USE TXDOT FLEXIBLE BASE ITEM

247,GRADES 1 OR 2, (CRUSHED LIMESTONE ROCK)

COMPACTED TO 95% REL COMPACTION. FINAL

THICKNESS OF COMPLETED GRAVEL SURFACE

TO BE MIN 6 IN.

B) IN HMAC AREAS, USE 3 IN HMAC OVER 6 IN TXDOT

FLEXIBLE BASE ITEM 247, GRADES 1 OR 2, (CRUSHED

LIMESTONE ROCK) COMPACTED TO 95%

RELATIVE COMPACTION.

C) IN GRASSY AREAS, USE TIFWAY 419 BERMUDA SOD.

COORDINATE WITH GOVT COR PRIOR TO

PROCUREMENT AND PLACEMENT OF SOD.

D) IN THE CONC PAVEMENT AREAS, USE 8 IN CONC

PAVEMENT OVER 6 IN TXDOT FLEXIBLE BASE ITEM 247,

GRADES 1 OR 2, (CRUSHED LIMESTONE ROCK)

COMPACTED TO 95% RELATIVE COMPACTION.

7. AT THE LOCATIONS OF THE SWALE CROSSINGS,

CONTRACTOR TO ENSURE THAT PICKETS ARE

EXTENDED TO A DEPTH SUCH THAT THE CLEARANCE

BETWEEN THE UNDERSIDE OF THE PICKET AND THE EX

GRADE IS NO MORE THAN 2 IN PLUS OR MINUS 0.5 IN.

8. REFER TO SHEET C-508 AND S-003 FOR FENCE DETAILS.

HEIGHT OF NEW FENCE SHALL MATCH EX FENCE.

9. INSTALL FENCE WITHIN LIMITS NOTED AND AT THE

LOCATION OF THE EX GATE TO BE RELOCATED.

10. REFER TO SHT CS100 FOR COORDINATES AND

DIMENSIONS OF BOLLARDS RELATIVE TO GATE POSTS.

11. APPROXIMATE LOCATION OF EX I BEAM COLUMN.

CONTRACTOR TO WELD FENCE PANEL TO I-BEAM

COLUMN. FIELD VERIFY AND ALIGN PANEL AT ANGLE

TO REACH NORTH WEB OF COLUMN.

12. LOCATION OF FIRST COLUMN ON PROPOSED FENCE.

EDGE OF

EX CONC

PAVEMENT

ASPH

ALT

FUEL TANK

PAD

EC CONC

PAVEMENT

GRASS

SCALE IN FEET

HUSH HOUSE

D F

CS101

SHEET ID

D R

B Y:

D B

C H

D B

C O

N O

1 2 3 4 5

FULL SIZE SHEET: 22" X 34"

- F R

A N

D N

H O

O N

, T X

R M

O O

K-

C S1

.d w g

U S

Y C

O R

S T

T W

O R

, T

R R

E D

N N

T W

O R

US Army Corps of Engineers

H A

, T

CENTERLINE OF

SWALE

CENTERLINE OF

SWALE

SOUND SUPPRESSOR

BUILDING

GENERAL NOTES:

1. REFER TO CU SHEETS FOR LAYOUT OF PROPOSED

UTILITIES.

2. REFER TO L-100 FOR LANDSCAPING IMPROVEMENTS.

THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS SHOWN

ARE APPROX. THE CONTRACTOR SHALL DETERMINE THE EXACT

LOCATION OF ALL UNDERRGOUND UTILITIES BEFORE COMMENCING WORK.

THE CONTRACTOR WILL BE FULLY RESPONSIBLE FOR ANY AND ALL

DAMAGES WHICH MIGHT OCCUR DUE TO ITS FAILURE TO EXACTLY

LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES

CALL TEXAS ONE CALL - JUST DIAL 811

TEXAS STATE LAW REQUIRES EXCAVATORS AND DEMOLISHERS

TO CALL THE NOTIFICATION CENTER BY TELEPHONE 48 HRS UP

TO 120 HRS IN ADVANCE OF ANY EXCAVATION AND DEMOLITION

ACTIVITY. THE OWNERS/OPERATORS OF ANY UNDERGROUND

FACILITY MUST MARK THE AREA OR PROVIDE INFORMATION.

THAT WILL ENABLE AN EXCAVATOR OR DEMOLISHER TO

DETERMINE THE LOCATION OF UNDERGROUND FACILITIES

D W

J85 TEST

CELL PAD

TRUE NORTH

O W

5TH

ST E

HOLDING TANK

O W

DW DW

D W

ISSUED FOR CONSTRUCTION SUBMITTAL

MIslam New Stamp

Blank Page

File details come from the government source that posted it. Updated Jul 31, 2024.