W912QR20R0040Plans-0004.pdf

PDF 14 MB Posted Aug 13, 2020

Attached to: Full Facility Revitalization (FFR) of an existing Army Reserve Center (ARC) and site at Conroe, TX
Solicitation number: W912QR20R0040
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity for the Full Facility Revitalization of an Army Reserve Center and site in Conroe, Texas. The project involves construction services estimated between $10-25 million to revitalize an existing Army Reserve Center facility and site. It is a 100% small business set-aside issued by the Department of the Army Corps of Engineers Louisville District. The NAICS code is 236220 for commercial and institutional building construction, with a size standard of $39.5 million. No contract award will be made until appropriated funds are available. Offerors must register in the System for Award Management and comply with various CCR/ORCA requirements outlined in the solicitation. Technical inquiries should be submitted through the ProjNet bidder inquiry system by the specified deadline.

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Other files

File	Type	Posted
W912QR20R0040Specs-0004.pdf	PDF	Aug 13, 2020
W912QR20R0040-0003.pdf	PDF	Aug 5, 2020
W912QR20R0040_As-Builts-0003.pdf	PDF	Aug 5, 2020
Site Visit Sign In Sheet.pdf	PDF	Jul 27, 2020
W912QR20R0040Tech_Specs-0002.pdf	PDF	Jul 15, 2020
W912QR20R0040Plans-0002.pdf	PDF	Jul 15, 2020
W912QR20R0040Specs-0002.pdf	PDF	Jul 15, 2020
W912QR20R0040_CAD_Files-0002.zip	ZIP file	Jul 15, 2020
W912QR20R0040-0001.pdf	PDF	Apr 20, 2020
W912QR20R0040-0000.pdf	PDF	Mar 31, 2020

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US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

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IDENTIFICATION

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ISSUE DATE:

US Army Corps of Engineers ®

LOUISVILLE DISTRICT

JUNE 26, 2020

CONROE US ARMY RESERVE CENTER

CONROE RESERVE CENTER FFR

P2#: 473927

PROJECT NUMBER: 91010

9400 WARD PARKWAY

KANSAS CITY, MO 64114

MONTGOMERY COUNTY, TX

VOLUME 1 OF 1

PROJECT LOCATION D7 VICINITY MAP

SCALE: NTS

PROJECT LOCATION

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1 753

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

2 864 10

SHEET

IDENTIFICATION

NUMBER

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: 9

: 4

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SCALE: 1" = 300'

NORTH LOOP 336 EAST

T R

AIRPORT PKWY

N FM 3083 ROAD E

NORTH LOOP 336 EASTN

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TO INTERSTATE

HAUL ROUTE

600'0 300'

STAGING AND LAYDOWN AREA

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D1 D1

D18 D18

D1 D1

D1 D1D1

D1D1

D7D7

D39

D7 D18

D18

D37 D1

D18

REMOVE EXISTING STAIRS

AND RELOCATE AS SHOWN

ON SHEET A-1004

EXISTING YELLOW SAFETY PAINT

H J K L M N P P.8 Q

1.9

3.0

3.5

2.0

J.4

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DRAIN, TYP. ROTOR BLADE

STEEL COLUMN

RE: STRUCT

DWGS

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INSULATED

45 MIN FIRE

RATED DOORS

INSULATED

45 MIN FIRE

RATED DOORS

GUARD POST

OVERHEAD RAIL

TO REMAIN

INSULATED

45 MIN FIRE

RATED DOOR 2ND FLOOR

EXIT ABOVE

SAFETY LANE

INSULATED

45 MIN FIRE

RATED DOOR

SEE SHEETS

A-1010 AND

A-1011 FOR

THIS AREA.

RELOCATE

EXISTING STAIRS

TO ALLOW

EGRESS

CLEARANCE

INSULATED

45 MIN FIRE

RATED DOOR

P2 P2

P6 P6 P6 P6

P2 P2

P6 P6P6 P2

P6 P6 P6

P6 P6

5'-0" MIN CLEAR WIDTH

EMERGENCY

SHOWER /

EYE WASH, TYP.

LADDER ACCESS

TO ROOF

INSULATED

AND WITH

EXIT ONLY

HARDWARE

P3 P6

P6 P6 P6 P6 1 HR FIRE

RATED CMU

WALLS; WITH

ROOF OVER

TOP OF CMU

WALLS WITH

NEW

ROOFING

SYSTEM

P6 P6

INSULATED

45 MIN FIRE

RATED DOOR

PROVIDE 1 HOUR

FIRE RATED

ASSEMBLY OVER

TOP OF NEW WALLS

THESE DRAWINGS ARE CONCEPTUAL AND DO NOT DEPICT ALL EXISTING

CONDITIONS. THE DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR VERIFYING

EXISTING FIELD CONDITIONS.

THE EXISTING FACILITIES WERE CONSTRUCTED SOMETIME PRIOR TO 1992. A

MAJOR RENOVATION AND ADDITION PROJECT OCCURED THAT YEAR. THE EXISTING

FACILITES HAVE UNDERGONE MULTIPLE RENOVATIONS. REFER TO EXISTING

DRAWINGS IN APPENDIX A FOR ADDITIONAL INFORMATION.

PRIOR TO COMMENCEMENT OF DEMOLITION WORK, CONTRACTOR SHALL REVIEW

ENVIRONMENTAL REPORT FOR POSSIBLE HAZARDOUS MATERIALS INCLUDING BUT

NOT LIIMITED TO ASBESTOS AND LEAD-BASED PAINT.

GENERAL DEMOLITION NOTES:

THE INTENT OF THE INTERIOR DEMOLITION WORK IS TO REMOVE A LIMITED ABOUT

THE EXISTING CONSTRUCTION AND FURNISHINGS TO PROVIDE A CLEAN

CONNECTION BETWEEN THE NEW AND EXISTING CONSTRUCTION.

THE CONSTRUCTION OF THE EXISTING INTERIOR PARTITIONS VARIES. BOTH

CONCRETE BLOCK AND METAL STUD WITH GYPSUM BOARD PARTITIONS ARE

PRESENT. THE MAJORITY OF THE EXISTING PARTITIONS ARE METAL STUD WITH

GYPSUM BOARD.

AREAS SHOWN AS DASHED LINES INDICATE DEMOLITION. REMOVE ALL FINISHES

INCLUDING WALL, FLOOR, AND CEILING FINISHES TO EXPOSE EXISTING CONCRETE

FLOOR SLAB AND FLOOR OR ROOF STRUCTURE ABOVE AS REQUIRED TO BUILD

NEW CONSTRUCTION. THE DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR

VERIFYING EXISTING FIELD CONDITIONS.

INTERIOR DEMOLITION NOTES:

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

E N

A M

T S

C A

U E

D A

T E

P R

C T

N O

O N

T R

A C

T N

A F

D R

A W

C O

D E

U .S

. A R

M Y

E N

E E

R D

T C

O R

P S

O F

E N

E E

R S

, K E

N T

U C

K Y

W A

R D

P A

R K

W A

K A

N S

A S

Y , M

1 753

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET

IDENTIFICATION

NUMBER

C E

R T

D F

2 864 10

A R

C F

F R

R F

P D

E S

P R

C T

N U

M B

E R

: 9

: 4

C O

N R

O E

, T X

O U

T H

P K

W Y

, C O

N R

O E

T X

8/ 6/

P M

1/ 8"

'-0

A-1008

R . K

E N

N A

T J

C . S

P R

A U

G U

S T

6, P ro j.

N o.

_C E

N T

R A

L G

R O

U N

D F

R D

E M

N A

N D

O R

N A

T C

E N

T E

R S

H O

P S

SCALE 1/8" = 1'-0"A1 GROUND FLOOR DEMOLITION AT CENTER SHOPS

0 4' 8' 16'

KEYED NOTE LEGEND

D1 REMOVE EXISTING WALL

D4 REMOVE EXISTING DOOR, FRAME AND HARDWARE

D7 REMOVE EXISTING STAIRS, GUARDRAILS AND/OR HANDRAILS

D18 REMOVE PARTIAL WALL FOR INSTALLATION OF DOOR

D37 REMOVE EXISTING HOSE REEL CABINET

D39 REMOVE EXISTING GUARDRAIL

P1 INFILL OPENING WITH WALL CONSTRUCTION SIMILAR TO ADJACENT WALL

P2 NEW METAL STUD GYPSUM BOARD WALL

P3 NEW METAL STUD GYPSUM BOARD WALL 1 HOUR FIRE RATING

P4 NEW CMU WALL 1 HOUR FIRE RATING

P6 NEW METAL DOOR WITH HOLLOW METAL FRAME

P7 NEW FLOOR STRIPING

SCALE 1/8" = 1'-0"D1 GROUND FLOOR PLAN AT CENTER SHOPS

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H J K L M N P P.8 Q

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110' - 0" 114' - 3"

1 HR FIRE RATED WALL

114' - 3"

SEE SHEETS

A-1010 AND A-1011

FOR THIS AREA.

P10

P5 P5

P2 P2

P5 P2

NEW LANDING

W/ ROOF ABOVE

MECHANICAL CHASE

45 MIN FIRE

RATED DOOR

RELOCATE

EXISTING

STAIRS TO

ALLOW

EGRESS

CLEARANCE

A-201 B1

H J K L M N P P.8 Q

1.9

3.0

3.5

2.0

J.4

114' - 3"

D39

REMOVE EXISTING HANDRAILS

& REPLACE WITH ADA

COMPLIANT HAND RAILS

D7D39

MECHANICAL CHASE -

EXISTING DUCT WORK

AND PIPING TO REMAIN

FIELD VERIFY WHAT

EXTENT OF THESE WALLS

CAN BE REMOVED TO

REDUCE THE FOOTPRINT

TO ONLY WHAT IS

REQUIRED FOR CHASE.

REMOVE EXISTING STAIRS

AND RELOCATE AS SHOWN

ON SHEET A-1004

DASHED LINES IN 266

INDICATE EXISTING WORK

STATIONS TO BE REMOVED

BY THE GOVERMENT

THESE DRAWINGS ARE CONCEPTUAL AND DO NOT DEPICT ALL EXISTING

CONDITIONS. THE DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR VERIFYING

EXISTING FIELD CONDITIONS.

THE EXISTING FACILITIES WERE CONSTRUCTED SOMETIME PRIOR TO 1992. A

MAJOR RENOVATION AND ADDITION PROJECT OCCURED THAT YEAR. THE EXISTING

FACILITES HAVE UNDERGONE MULTIPLE RENOVATIONS. REFER TO EXISTING

DRAWINGS IN APPENDIX A FOR ADDITIONAL INFORMATION.

PRIOR TO COMMENCEMENT OF DEMOLITION WORK, CONTRACTOR SHALL REVIEW

ENVIRONMENTAL REPORT FOR POSSIBLE HAZARDOUS MATERIALS INCLUDING BUT

NOT LIIMITED TO ASBESTOS AND LEAD-BASED PAINT.

GENERAL DEMOLITION NOTES:

THE INTENT OF THE INTERIOR DEMOLITION WORK IS TO REMOVE A LIMITED ABOUT

THE EXISTING CONSTRUCTION AND FURNISHINGS TO PROVIDE A CLEAN

CONNECTION BETWEEN THE NEW AND EXISTING CONSTRUCTION.

THE CONSTRUCTION OF THE EXISTING INTERIOR PARTITIONS VARIES. BOTH

CONCRETE BLOCK AND METAL STUD WITH GYPSUM BOARD PARTITIONS ARE

PRESENT. THE MAJORITY OF THE EXISTING PARTITIONS ARE METAL STUD WITH

GYPSUM BOARD.

AREAS SHOWN AS DASHED LINES INDICATE DEMOLITION. REMOVE ALL FINISHES

INCLUDING WALL, FLOOR, AND CEILING FINISHES TO EXPOSE EXISTING CONCRETE

FLOOR SLAB AND FLOOR OR ROOF STRUCTURE ABOVE AS REQUIRED TO BUILD

NEW CONSTRUCTION. THE DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR

VERIFYING EXISTING FIELD CONDITIONS.

INTERIOR DEMOLITION NOTES:

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

E N

A M

T S

C A

U E

D A

T E

P R

C T

N O

O N

T R

A C

T N

A F

D R

A W

C O

D E

U .S

. A R

M Y

E N

E E

R D

T C

O R

P S

O F

E N

E E

R S

, K E

N T

U C

K Y

W A

R D

P A

R K

W A

K A

N S

A S

Y , M

1 753

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET

IDENTIFICATION

NUMBER

C E

R T

D F

2 864 10

A R

C F

F R

R F

P D

E S

P R

C T

N U

M B

E R

: 9

: 4

C O

N R

O E

, T X

O U

T H

P K

W Y

, C O

N R

O E

T X

8/ 6/

P M

1/ 8"

'-0

A-1009

R . K

E N

N A

T J

C . S

P R

A U

G U

S T

6, P ro j.

N o.

_C E

N T

R A

L S

E C

O N

D F

R D

E M

N A

N D

O R

N A

T C

E N

T E

R S

H O

P S

0 4' 8' 16'

SCALE 1/8" = 1'-0"E1 SECOND FLOOR PLAN AT CENTER SHOPS

0 4' 8' 16'

KEYED NOTE LEGEND

D1 REMOVE EXISTING WALL

D4 REMOVE EXISTING DOOR, FRAME AND HARDWARE

D7 REMOVE EXISTING STAIRS, GUARDRAILS AND/OR HANDRAILS

D8 REMOVE EXISTING LOCKERS

D39 REMOVE EXISTING GUARDRAIL

P1 INFILL OPENING WITH WALL CONSTRUCTION SIMILAR TO ADJACENT WALL

P2 NEW METAL STUD GYPSUM BOARD WALL

P4 NEW CMU WALL 1 HOUR FIRE RATING

P5 NEW SOLID CORE WOOD DOOR WITH HOLLOW METAL FRAME

P10 NEW FLOOR

SCALE 1/8" = 1'-0"A1 SECOND FLOOR DEMOLITION AT CENTER SHOPS

M A

R K

D E

S C

N D

A T

R E

E D

C C

O R

D A

N C

E W

A M

E N

D M

E N

2Q R

Pl an s-

6.0

G.9 H J K

3.0

3.5

3.6

2.0

4.0

4.5

4.9

5.1

3.9

J.4

6.0

E.3 E.7 F G G.9 H J K

3.0

3.5

3.6

2.0

4.0

4.5

4.9

5.1

E.4

3.9

J.4

ROOF BELOW

D18

DO NOT DISTURB

EXISTING COLUMN

IN WALL

D18

D1 D4

THESE DRAWINGS ARE CONCEPTUAL AND DO NOT DEPICT ALL EXISTING

CONDITIONS. THE DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR VERIFYING

EXISTING FIELD CONDITIONS.

THE EXISTING FACILITIES WERE CONSTRUCTED SOMETIME PRIOR TO 1992. A

MAJOR RENOVATION AND ADDITION PROJECT OCCURED THAT YEAR. THE EXISTING

FACILITES HAVE UNDERGONE MULTIPLE RENOVATIONS. REFER TO EXISTING

DRAWINGS IN APPENDIX A FOR ADDITIONAL INFORMATION.

PRIOR TO COMMENCEMENT OF DEMOLITION WORK, CONTRACTOR SHALL REVIEW

ENVIRONMENTAL REPORT FOR POSSIBLE HAZARDOUS MATERIALS INCLUDING BUT

NOT LIIMITED TO ASBESTOS AND LEAD-BASED PAINT.

GENERAL DEMOLITION NOTES:

THE INTENT OF THE INTERIOR DEMOLITION WORK IS TO REMOVE A LIMITED ABOUT

THE EXISTING CONSTRUCTION AND FURNISHINGS TO PROVIDE A CLEAN

CONNECTION BETWEEN THE NEW AND EXISTING CONSTRUCTION.

THE CONSTRUCTION OF THE EXISTING INTERIOR PARTITIONS VARIES. BOTH

CONCRETE BLOCK AND METAL STUD WITH GYPSUM BOARD PARTITIONS ARE

PRESENT. THE MAJORITY OF THE EXISTING PARTITIONS ARE METAL STUD WITH

GYPSUM BOARD.

AREAS SHOWN AS DASHED LINES INDICATE DEMOLITION. REMOVE ALL FINISHES

INCLUDING WALL, FLOOR, AND CEILING FINISHES TO EXPOSE EXISTING CONCRETE

FLOOR SLAB AND FLOOR OR ROOF STRUCTURE ABOVE AS REQUIRED TO BUILD

NEW CONSTRUCTION. THE DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR

VERIFYING EXISTING FIELD CONDITIONS.

INTERIOR DEMOLITION NOTES:

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

E N

A M

T S

C A

U E

D A

T E

P R

C T

N O

O N

T R

A C

T N

A F

D R

A W

C O

D E

U .S

. A R

M Y

E N

E E

R D

T C

O R

P S

O F

E N

E E

R S

, K E

N T

U C

K Y

W A

R D

P A

R K

W A

K A

N S

A S

Y , M

1 753

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET

IDENTIFICATION

NUMBER

C E

R T

D F

2 864 10

A R

C F

F R

R F

P D

E S

P R

C T

N U

M B

E R

: 9

: 4

C O

N R

O E

, T X

O U

T H

P K

W Y

, C O

N R

O E

T X

8/ 6/

P M

1/ 8"

'-0

A-1010

R . K

E N

N A

T J

C . S

P R

A U

G U

S T

6, P ro j.

N o.

_C E

N T

R A

L G

R O

U N

S E

C O

N D

O R

D E

M O

N S

SCALE 1/8" = 1'-0"A1 GROUND FLOOR DEMOLITION PLAN

SCALE 1/8" = 1'-0"A2 SECOND FLOOR DEMOLITION PLAN

0 4' 8' 16'0 4' 8' 16'

KEYED NOTE LEGEND

D1 REMOVE EXISTING WALL

D4 REMOVE EXISTING DOOR, FRAME AND HARDWARE

D7 REMOVE EXISTING STAIRS, GUARDRAILS AND/OR HANDRAILS

D18 REMOVE PARTIAL WALL FOR INSTALLATION OF DOOR

N N

M A

R K

D E

S C

N D

A T

R E

E D

C C

O R

D A

N C

E W

A M

E N

D M

E N

2Q R

Pl an s-

File details come from the government source that posted it. Updated Aug 13, 2020.