FAKZ162007 Drawings_Bid Pkg.pdf

PDF 3 MB Posted Feb 4, 2020

Attached to: 187 FW SFS Awning Construction Invitation for Bid Solicitation
Solicitation number: W50S6N-20-B-0002
Issued by: Department of the Army Alabama Army National Guard

About this file

Written by GovTribe AI · Dec 28, 2023

This is an invitation for bid solicitation notice for construction services to provide an extension of an existing aluminum canopy and cement concrete paving systems at Building 1502, 187 Fighter Wing, Dannelly Field in Montgomery, Alabama. The project magnitude is between $250,000 and $500,000, with a 210 calendar day period of performance after notice to proceed. The NAICS code is 236220 and it is a competitive set-aside for HUBZone certified small businesses. A pre-bid site visit will be held on 11 February 2020, with questions due by 7 February 2020. Sealed bids must be submitted by the date specified in block 13 of the SF1442 form. The solicitation will follow invitation for bid procedures with a public bid opening.

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Other files

File	Type	Posted
RFI #1_Bid Period Responses.pdf	PDF	Feb 12, 2020
FAKZ162007 Drawing A2.2 Addendum No. 1.pdf	PDF	Feb 12, 2020
11 FEB 2020 Bid Site Visit.pdf	PDF	Feb 12, 2020
W50S6N20B00020001 Amendment.pdf	PDF	Feb 4, 2020
W50S6N20B0002 solicitation_amended.pdf	PDF	Feb 4, 2020
Sample of Material Submittals AF66.pdf	PDF	Feb 4, 2020
Bid Schedule.xlsx	XLSX spreadsheet	Feb 4, 2020
Sealed Bid Checklist.pdf	PDF	Feb 4, 2020
W50S6N20B0002 solicitation_final.pdf	PDF	Feb 4, 2020
WDOL_AL20200093.pdf	PDF	Feb 4, 2020
FAKZ 162007 Final Specifications_Bid Pkg.pdf	PDF	Feb 4, 2020
Performance Work Statement_FAKZ162007.pdf	PDF	Feb 4, 2020

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Dannelly Field

FAKZ162007

100% SUBMITTAL

Seay, Seay & Litchfield Architects

Security Forces Storage Canopy

ARCHITECT CONSULTING ENGINEERS:

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FILE NAME

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TITLE SHEET & INDEX

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SHEET DESCRIPTION

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SHEET NUMBER

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ARCHITECTURAL

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SITE PLAN - NEW WORK

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CANOPY REFLECTED CEILING PLAN

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ELECTRICAL SITE PLAN

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SITE PLAN - DEMOLITION

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NEW CANOPY LIGHTING AND POWER PLAN, LEGEND, NOTES AND FIXTURE SCHEDULE

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DATE

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BASE COMMANDER

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BASE CIVIL ENGINEER

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BIO. ENVIRONMENTAL ENG.

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SAFETY

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SECURITY POLICE

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BASE COMMUNICATIONS

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FIRE CHIEF

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USING AGENT

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LISTING OF ALTERNATE BID ITEMS

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ABI NO.

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DESCRIPTION

AutoCAD SHX Text ELECTRICAL ENGINEERS BORDEN MORRIS GARNER 903 SOUTH PERRY STREET MONTGOMERY, AL 36104 (334) 269-0329

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SHEET DESCRIPTION

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SHEET NUMBER

AutoCAD SHX Text SEAY SEAY & LITCHFIELD, P.C. 1115 SOUTH COURT STREET MONTGOMERY, AL 36104 (334) 263-5162

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PROJECT LOCATION

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DANNELLY FIELD ANG, MONTGOMERY, AL

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187TH FIGHTER WING

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LITCHFIELD

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SEAY SEAY &

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(334) 263-5162

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SSL#13055.02

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13 JUNE 2016

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FRANK LITCHFIELD

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JIM H. SEAY JR.

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EXISTING TO REMAIN

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EXISTING TO BE DEMOLISHED

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DETAIL TAG

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SPECIFIC NOTE TAG

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SPECIFIC NOTES:

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AutoCAD SHX Text REMOVE EXISTING CURB AND GUTTER IN THIS AREA AS REQUIRED TO INSTALL PAVING EXTENSION.

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DANNELLY FIELD ANG, MONTGOMERY, AL

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187TH FIGHTER WING

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LITCHFIELD

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SEAY SEAY &

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(334) 263-5162

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SSL#13055.02

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13 JUNE 2016

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FRANK LITCHFIELD

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JIM H. SEAY JR.

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FAKZ162007

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DEMOLITION

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EXISTING WATER VAULT TO REMAIN AND BE PROTECTED.

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AutoCAD SHX Text EXISTING STORM DRAIN INLET TO REMAIN AND BE PROTECTED. REUSE EXISTING CONNECTION ON NORTH SIDE OF INLET TO CONNECT NEW UNDERGROUND STORM DRAINAGE SYSTEMS - COORDINATE ELEVATIONS AS REQUIRED. RE-GRADE AREA AROUND NEW SLAB AS REQUIRED TO ENSURE POSITIVE DRAINAGE TO INLET.

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LEGEND:

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DETAIL TAG

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DANNELLY FIELD ANG, MONTGOMERY, AL

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187TH FIGHTER WING

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LITCHFIELD

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SEAY SEAY &

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(334) 263-5162

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SSL#13055.02

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13 JUNE 2016

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DD/AG

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JIM H. SEAY JR.

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%%UBUILDING 1502

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NEW CONCRETE PAVING SEE DETAIL 4/A2.2 FOR REINFORCING REQUIREMENTS

NEW BOLLARD - SEE DETAIL

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CANOPY DEMOLITION

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SPECIFIC NOTES

AutoCAD SHX Text CUT EXISTING DOWNSPOUTS OVER NEW CANOPY SO THAT DOWNSPOUTS WILL FLOW ONTO NEW CANOPY ROOF. REMOVE EXISTING BOOTS AND DELIVER TO THE OWNER. REMOVE ALL STORM DRAIN UNDERGROUND PIPING ABANDONED BY THE SCOPE OF THIS WORK.

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AutoCAD SHX Text VERIFY LOCATION OF EXISTING 6" STORM DRAIN LINE AND MOVE LINE AND ASSOCIATED CLEANOUTS AS SHOWN ON NEW PLAN.

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REMOVE EXISTING METAL WALLS PANELS AND RELOCATE AS SHOWN ON NEW FLOOR PLAN.

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DANNELLY FIELD ANG, MONTGOMERY, AL

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187TH FIGHTER WING

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LITCHFIELD

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SEAY SEAY &

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(334) 263-5162

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SSL#13055.02

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13 JUNE 2016

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EXISTING CONCRETE PAVING TO REMAIN

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BUILDING 1502

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3' -0

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EXISTING CANOPY TO REMAIN

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BUILDING 1502

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GENERAL NOTES

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SPECIFIC NOTES

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DANNELLY FIELD ANG, MONTGOMERY, AL

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187TH FIGHTER WING

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LITCHFIELD

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SEAY SEAY &

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(334) 263-5162

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SSL#13055.02

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DD/AG

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FRANK LITCHFIELD

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JIM H. SEAY JR.

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FAKZ162007

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MATCH EXISTING (202.81 - VERIFY)

AutoCAD SHX Text ALIGN NEW CONCRETE WITH CONCRETE ELEVATION OF EXISTING COMMUNICATIONS VAULT/ STORM DRAIN INLET CONCRETE. INSTALL NEW 1/2" PEJ AT CONNECTION OF NEW PAVING TO EXISTING VAULT

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MATCH EXISTING (202.76 - VERIFY)

AutoCAD SHX Text NEW UNDERGROUND STORM DRAIN LINE - COORDINATE ELEVATIONS WITH EXISTING INLET ELEVATIONS

AutoCAD SHX Text EXISTING STORM DRAIN INLET TO REMAIN & BE PROTECTED. RE-GRADE EFFECTED AREAS TO ENSURE POSITIVE DRAINAGE TO INLET.

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NEW CLEAN OUT SEE DETAILS

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NEW BOLLARD - SEE DETAIL

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NEW 6" CONCRETE PAVING

AutoCAD SHX Text FINE GRADE WITH DISPLACED TOPSOIL AND INSTALL SOD. REGRADE AS REQUIRED TO ENSURE POSITIVE DRAINAGE TO EXISTING STORM DRAIN INLETS

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EXISTING CONCRETE PAVEMENT TO REMAIN

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SLOPE MATCH EXISTING CANOPY

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SLOPE MATCH EXISTING CANOPY

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CONCRETE ENCASEMENT (FIRST POUR)

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CONCRETE PAVING

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POROUS FILL

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6" SCHEDULE 40 STEEL PIPE GROUND SMOOTH, PRIME & PAINT

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FILL WITH CONCRETE AND PROVIDE GROUT PLUG WITH ROUNDED TOP

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BOLLARD DETAIL

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SCALE: 3/4" = 1'-0"

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LEGEND: EJ - EXPANSION JOINT CJ - CONTRACTION JOINT SEE A2.3 FOR JOINT DETAILS

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BUILDING 1502

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NEW 6" X 8" COLUMN - TYPICAL

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REINSTALL EXISTING END PANEL IN THIS LOCATION

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NEW BOLLARDS - SEE DETAIL

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EXISTING WATER VAULT TO REMAIN AND BE PROTECTED

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NEW CLEANOUT SEE DETAIL

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TYP.

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AutoCAD SHX Text CONTRACTOR TO SEAM EXISTING AND NEW ROOF PANELS TOGETHER IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS TO ENSURE A COMPLETE AND WATERTIGHT SEAL

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MATCH EXISTING ELEVATION OF STORM STRUCTURE (201.7 - VERIFY)

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SLOPE (2% MINIMUM)

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CANOPY REFLECTED

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CANOPY REFLECTED CEILING PLAN

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AutoCAD SHX Text 1/8" = 1'-0"

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DANNELLY FIELD ANG, MONTGOMERY, AL

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187TH FIGHTER WING

AutoCAD SHX Text Security Forces Storage

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AutoCAD SHX Text Sheet Title

AutoCAD SHX Text Project Title

AutoCAD SHX Text Interior Designers

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LITCHFIELD

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SEAY SEAY &

AutoCAD SHX Text 1115 South Court Street

AutoCAD SHX Text Montgomery, AL 36104

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(334) 263-5162

AutoCAD SHX Text Job Number

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SSL#13055.02

AutoCAD SHX Text Date

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13 JUNE 2016

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DD/AG

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WRO

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23 APRIL 2019

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FRANK LITCHFIELD

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JIM H. SEAY JR.

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FAKZ162007

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CEILING PLAN

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WALL FASTENER AS REQUIRED FOR ATTACHMENT TO BRICK VENEER

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DRILL 2" MIN. HOLE IN FASCIA

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WELDED END PLATE (2) FASTENERS AS REQUIRED FOR ATTACHMENT TO BRICK VENEER

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8" FASCIA/ GUTTER

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CLEAT WITH CONTINUOUS SEALANT, FASTENERS AT 2'-0" O.C.

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#10 " S.S. SCREWS (2) AT 34" S.S. SCREWS (2) AT EACH PAN END

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EXTRUDED FLAT PANS

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BRACKET INSIDE BEAM WITH #14 1- " S.S. SCREWS14" S.S. SCREWS

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6"X12" BEAM

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METAL FLASHING WITH CONTINUOUS SEALANT

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NEW DOWNSPOUT TRANSITION

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EXISTING DOWNSPOUT CUT ABOVE NEW CANOPY ROOF

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LINE OF BRICK COLUMN BEYOND

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1'-0" MIN.

AutoCAD SHX Text 6"x8" COLUMN

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WATER FLOW

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6" MINIMUM DRAIN EXTENSION WELDED TO COLUMN

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PVC COUPLING

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PVC PIPE

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STORM DRAIN

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12" BASE PLATE WELDED TO COLUMN

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12" WEDGE ANCHOR (TYP. 4 PER COLUMN)

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CANOPY FOOTING

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2'-0" MIN.

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1'-6" MIN.

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COORDINATE WITH STORM DRAIN

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SPECIFIC NOTE

AutoCAD SHX Text 1). CONTRACTOR RESPONSIBLE FOR CONTRACTOR RESPONSIBLE FOR VERIFYING THE ALLOWABLE BEARING PRESSURE OF SOIL (MINIMUM 3,000 PSF) PRIOR TO POURING FOUNDATION SYSTEMS

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CANOPY CONNECTION TO WALL

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CANOPY COLUMN/FOOTING DETAIL

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SCALE: 3"=1'-0"

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BUILDING 1502

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NEW 6" X 8" COLUMN (TYPICAL)

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NEW LIGHTING FIXTURE - SEE ELECTRICAL (TYPICAL)

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(2) #4 BARS WITH #4 BARS AT 12" O.C.

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FINISHED GRADE. FINE GRADE AS REQ. TO SLOPE FINISHED GRADE AWAY FROM PAVING

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COMPACTED FILL COMPACT PER ASTM 698

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#4 BARS AT 12" O.C. EACH WAY CENTER IN SLAB DEPTH

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POROUS FILL

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SLAB CONSTRUCTION/SLAB EDGE DETAIL

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SCALE: 3"=1'-0"

RIF

5'-0" [1.52M]

1/2" [0.01M]

.15

1'-6" [0.46M]

EQ. EQ.

2" [0.05M]

1" [0.03M]

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FILE NAME

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DETAILS

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DANNELLY FIELD ANG, MONTGOMERY, AL

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187TH FIGHTER WING

AutoCAD SHX Text Security Forces Storage

AutoCAD SHX Text Sheet Number

AutoCAD SHX Text Sheet Title

AutoCAD SHX Text Project Title

AutoCAD SHX Text Interior Designers

AutoCAD SHX Text Architects

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LITCHFIELD

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SEAY SEAY &

AutoCAD SHX Text 1115 South Court Street

AutoCAD SHX Text Montgomery, AL 36104

AutoCAD SHX Text

(334) 263-5162

AutoCAD SHX Text Job Number

AutoCAD SHX Text

SSL#13055.02

AutoCAD SHX Text Date

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13 JUNE 2016

AutoCAD SHX Text Drawn By

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DD/AG

AutoCAD SHX Text Checked By

AutoCAD SHX Text

WRO

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23 APRIL 2019

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FRANK LITCHFIELD

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JIM H. SEAY JR.

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FAKZ162007

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SCALE: 1 1/2" = 1'-0"

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EXPANSION JOINT (EJ)

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JOINT FILLER

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JOINT SEALER (1" MAX DEPTH)

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BUILDING WALL

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JOINT FILLER

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JOINT SEALANT - SEE 3A2.4

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3/4" DIAMETER DOWEL

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EXPANSION CAP (SLIP FIT)

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DRILL AND EPOXY NEW DOWEL INTO EXISTING CONCRETE

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EXISTING CONCRETE PAVING

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NEW CONCRETE PAVING

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SCALE: 1 1/2" = 1'-0"

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SAW CUT CONTRACTION JOINT (CJ)

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JOINT SEALER - SEE 1/A2.3

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NEW CONCRETE PAVEMNT

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SCALE: 1" = 1"

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SILICONE JOINT SEALANT DETAILS

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%%UCONTRACTION JOINT

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%%UCONSTRUCTION JOINT

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%%UEXPANSION JOINT

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EXISTING PAVEMENT SURFACE

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SILICONE JOINT SEALANT

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BACKER MATERIAL

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JOINT FILLER

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EXISTING PAVEMENT SURFACE

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SILICONE JOINT SEALANT

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BACKER MATERIAL

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BUTTED JOINT

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EXISTING PAVEMENT SURFACE

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SILICONE JOINT SEALANT

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BACKER MATERIAL

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INITIAL SAWCUT

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CRACK

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JOINT BOTTOM

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W=WIDTH OF SEALANT RESERVOIR (1/2" MIN. 5/8" MAX)

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D=DEPTH OF SEALANT, 0.5W FOR SILICONE SEALANT

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DIAMETER OF BACKER MATERIAL = W + 1/8"

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NOTE: TOP OF SEALANT SHALL BE 1/4" TO 1/16" BELOW TOP OF PAVEMENT

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CONCRETE JOINT DETAILS

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SCALE: 1 1/2"=1'-0"

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BEND OR WYE AS REQURIED

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CLEANOUT

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1'-6" X 1'-6" X6" CONCRETE PAD

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CLEAN OUT BOX WITH CAST IRON COVER MARKED WITH C.O.

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FINISHED GRADE

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CLEAN OUT DETAIL

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SCALE: 1 1/2"=1'-0"

NOTE: ALL SLABS TO BE REINFORCED WITH #4 BARS AT 12" OC EACH WAY - TYPICAL. REFER TO DETAIL 4/A2.2

E1.1

E-0

SITE PLAN - EXISTING

SCALE: 1"=30'-0"

GENERAL NOTES:

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE AND BECOME

THOROUGHLY FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO BID DATE, AS HE

SHALL BE RESPONSIBLE FOR SAME.

2. ALL ELECTRICAL WORK AND MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE

N.E.C. AND THE REQUIREMENTS OF THE STATE AND LOCAL AUTHORITY HAVING

JURISDICTION.

3. WIRING SYSTEM SHALL CONSIST OF COPPER WIRING INSTALLED IN CONDUIT, MINIMUM

WIRE SIZE SHALL BE #12 AWG. MINIMUM CONDUIT SIZE SHALL BE 3/4".

4. ALL CONDUCTORS SHALL BE TYPE THHN.

5. CONDUIT ABOVE CEILINGS, IN WALLS, ETC., SHALL BE EMT WHERE NOT EXPOSED TO

MOISTURE OR DAMAGE. CONDUIT SUBJECT TO DAMAGE OUTSIDE BUILDING SHALL BE

GALVANIZED RIGID CONDUIT. CONDUIT SHALL BE SIZED IN ACCORDANCE WITH TABLE 1,

CHAPTER 9 OF N.EC.

6. CONTRACTOR SHALL PROVIDE ALL MATERIAL NECESSARY TO FINALIZE A NEAT,

COMPLETE AND PROPERLY WORKING ELECTRICAL SYSTEM WHICH CONFORMS TO ALL

LOCAL CODES AND THE NATIONAL ELECTRICAL CODE AS PER PLANS, AND SPECS.

7. WHERE EXPOSED CONDUITS ARE NECESSARY, ELECTRICAL CONTRACTOR SHOULD

MAKE HIS/HER BEST EFFORT TO HAVE CONDUITS NEATLY (PARALLEL, PERPENDICULAR,

STRAIGHT, ETC...) RUN AGAINST CEILING AND WALLS.

L A B A M A

No. 33579

PROFESSIONAL

L I C E N S E D

E N G I N E E R

MORGAN GARNE

903 SOUTH PERRY STREET

MONTGOMERY, AL 36104

T. (334) 269-0329 www.bordenandmorris.com

BORDEN

MORRIS

GARNER

C O N S U L T I N G E N G I N E E R S PROJECT NO: 14-070

AutoCAD SHX Text x

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SLIDING

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GATE

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PERIMETER ROAD

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AutoCAD SHX Text #1700

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EX. BLDG.

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ASPHALT PAVEMENT

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%%UBUILDING 1501

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TRANSFORMER

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HVAC

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UNIT

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HVAC

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HVAC

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HVAC

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EX. 3"RIVER BIRCH

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EX. 3"RIVER BIRCH

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EA. 3"RIVER BIRCH

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EX. 3"RIVER BIRCH

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THREE 1" CRPMYRT

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THREE 1" CRPMYRT

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3" OAK

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3" OAK

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3" OAK

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3" OAK

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3" OAK

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3" OAK

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EXISTING

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%%UBUILDING 1502

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EXISTING

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EX MAGNOLIA

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ELECTRICAL SITE PLAN

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AutoCAD SHX Text 1" = 30'-0"

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AutoCAD SHX Text 5-6-16

AutoCAD SHX Text

DANNELLY FIELD ANG, MONTGOMERY, AL

AutoCAD SHX Text

187TH FIGHTER WING

AutoCAD SHX Text Security Forces Storage

AutoCAD SHX Text Sheet Number

AutoCAD SHX Text Sheet Title

AutoCAD SHX Text Project Title

AutoCAD SHX Text Interior Designers

AutoCAD SHX Text Architects

AutoCAD SHX Text

LITCHFIELD

AutoCAD SHX Text

SEAY SEAY &

AutoCAD SHX Text 1115 South Court Street

AutoCAD SHX Text Montgomery, AL 36104

AutoCAD SHX Text

(334) 263-5162

AutoCAD SHX Text Job Number

AutoCAD SHX Text

SSL#13055.02

AutoCAD SHX Text Date

AutoCAD SHX Text 6 May 2016

AutoCAD SHX Text Drawn By

AutoCAD SHX Text

RMA

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DMG

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FAKZ162007

KEYED NOTES:

1. CONTRACTOR SHALL EXTEND TO 20A/1P 'SPARE'

CIRCUIT BREAKER IN EXISTING PANELBOARD

'EMA' IN MECHANICAL ROOM 153.

2. CONTRACTOR SHALL EXTEND TO 20A/1P 'SPARE'

CIRCUIT BREAKER IN EXISTING PANELBOARD

'FP-RP.

3. CONTRACTOR SHALL ROUTE CONDUIT

PERPENDICULAR TO NEW CANOPY STRUCTURAL

STEEL.

4. CONTRACTOR SHALL ROUTE CONDUIT

VERTICALLY AND PARALLEL TO EXISTING

BUILDING COLUMNS.

SYMBOL MANUFACTURE & CATALOG # REMARKSLAMP WATTS MOUNTING VOLTS

LIGHTING FIXTURE SCHEDULE

L1 RAB #GLED78N 6-13W

LED

4000K

89 SURFACE 277 16" DIA. LED FIXTURE WITH: DIE-CAST ALUMINUM

HOUSING; POLYCARBONATE LENS, 720mA LED

DRIVER; AND UL WET LOCATION LABEL.

FIXTURE SCHEDULE NOTES:

1. ALL LUMINAIRES AND INSTALLATION SHALL BE INACCORDANCE WITH NEC, NFPA AND LOCAL CODES. ALL LUMINAIRES SHALL BE UL LISTED AND

INSTALLED IN ACCORDANCE WITH THE UL LISTING.

2. LUMINAIRES SHALL BE FURNISHED COMPLETE WITH THE PROPER LAMP BASE OR PIN RECEPTORS, WIRING COMPONENTS, LAMPS, SUPPORTING FRAMES

AND DEVICES, ETC., FOR A COMPLETE INSTALLATION.

3. ALL LUMNIARE DEVICES, COMPONENTS, FITTINGS, SUPPORTS, ETC., SHALL BE COORDINATED TO PROVIDE A COMPLETE UL LISTED INSTALLTION.

4. ALL LUMINAIRE BALLASTS, DRIVERS, LAMPS, ETC. SHALL BE COMPATIBLE WITH THE LIGHTING CONTROL SYSTEM OR DIMMING CONTROL SYSTEM

PROVIDED.

5. ALL SURFACE OR SUSPENDED LUMINAIRES SHALL HAVE JOINING PLATES, END CAPS, CANOPIES, ETC..

6. ARCHITECT RESERVES THE RIGHT TO SELECT ALL COLORS FOR LUMINAIRES, MOUNTING ACCESSORIES, ETC DURING SHOP DRAWING REVIEW.

7. COORDINATE LUMINAIRE MOUNTING WITH ARCHITECTURAL ELEVATIONS PRIOR TO INSTALLATION.

ELECTRICAL LEGEND

PANELBOARD.

BRANCH CIRCUIT, HOMERUN TO PANEL. CIRCUIT

SHOWN INDICATES 2#12 & 1#12(G) - 1/2"c TO A

20A/1P CIRCUIT BREAKER.

BRANCH CIRCUIT, EXPOSED. PROVIDE 2#12 &

1#12(G) - 1/2"c UNLESS OTHERWISE NOTED.

SURFACE MOUNTED LIGHT FIXTURE. SUBSCRIPT

INDICATES FIXTURE TYPE. REFER TO LIGHT

FIXTURE SCHEDULE FOR ADDITIONAL

INFORMATION.

EXISTING LIGHT FIXTURE TO BE REMOVED.

20A, 120V, 7 DAY PROGRAMMABLE WALL SWITCH

WITH MANUAL OVERRIDE, DECORA-STYLE.

EQUIVALENT TO HONEYWELL #PLS730B1003.

MOUNTED 42" A.F.G.. MOUNT SWITCH IN A

WEATHERPROOF BOX WITH AN 'IN-USE' COVER

(HUBBELL #RW57400).

20A, GFI DUPLEX RECEPTACLE MOUNTED 36"

A.F.G.. MOUNT RECEPTACLE IN A WEATHER-

PROOF BOX WITH AN 'IN-USE' COVER (HUBBELL

#RW57400).

WP WP WP WPWP

EXISTING PANELBOARD 'FP-RP'

MECHANICAL

ROOM

EXISTING PANELBOARD 'EMA'

L1 L1

3 TYP.

4 TYP.

L1 L1 L1

E1.1

CANOPY LIGHTING AND POWER PLAN

SCALE: 1/8"=1'-0"

L A B A M A

No. 33579

PROFESSIONAL

L I C E N S ED

E N G I N E E R

MORGAN GARNE

903 SOUTH PERRY STREET

MONTGOMERY, AL 36104

T. (334) 269-0329 www.bordenandmorris.com

BORDEN

MORRIS

GARNER

C O N S U L T I N G E N G I N E E R S PROJECT NO: 14-070

AutoCAD SHX Text S

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%%UEXISTING BLDG 1502

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%%UBUILDING 1502

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EXISTING

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NEW CANOPY LIGHTING

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RMA

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DMG

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AND POWER PLAN,

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LITCHFIELD

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SEAY SEAY &

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AutoCAD SHX Text Montgomery, AL 36104

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(334) 263-5162

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AutoCAD SHX Text 4-16-19

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DANNELLY FIELD ANG

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187TH FIGHTER WING

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NEW ATFP WALL

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FAKZ132008/SSL#13055

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16 APRIL 2019

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MONTGOMERY, AL

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LEGEND, NOTES AND

FIXTURE SCHEDULE

A0.1-22x34 Regplot (2)

Sheets and Views

A0.1-22x34 Regplot (2)

A0.2-22x34 Regplot (2)

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A0.2-22x34 Regplot (2)

A1.1-PDF

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A1.1-PDF

A2.1-PDF

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A2.1-PDF

A2.2-PDF

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A2.2-PDF

A2.3-PDF

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A2.3-PDF

T1.0-PDF.pdf

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PDF

File details come from the government source that posted it. Updated Feb 4, 2020.