W912QR21B0001Plans-0002.pdf

PDF 3 MB Posted Oct 29, 2020

Attached to: ADAL MAF Distributed Mission Operations B5028 at Scott Air Force Base
Solicitation number: W912QR21B0001
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation package describes a firm-fixed-price construction contract opportunity for renovations and an addition to Building 5028 at Scott Air Force Base. The project scope includes an approximately 5,900 square foot addition and 3,500 square feet of renovations to existing space to provide open office, conference room, storage room, break room, restrooms, secure open storage, office spaces, and event control rooms. The work will be designed to Unified Facilities Criteria standards and comply with DoD antiterrorism requirements. The solicitation number is W912QR21B0001 and will be set aside 100% for small businesses. The construction magnitude is estimated between $1,000,000 to $5,000,000. The selection method will be lowest price technically acceptable. The solicitation will be posted at SAM.gov and sealed bids are due on unspecified dates. The point of contact is listed.

View the file

Other files

File	Type	Posted
W912QR21B0001 ADAL MAF B5028 Bid Opening Results.pdf	PDF	Nov 18, 2020
W912QR21B0001CADFiles-0003.zip	ZIP file	Nov 10, 2020
W912QR21B0001Plans-0003.pdf	PDF	Nov 10, 2020
W912QR21B0001Specs-0003.pdf	PDF	Nov 10, 2020
W912QR21B0001_Native CAD Files-0002.zip	ZIP file	Oct 29, 2020
W912QR21B0001_Site Visit Photos-0002.zip	ZIP file	Oct 29, 2020
W912QR21B0001Specs-0002.pdf	PDF	Oct 29, 2020
B5028 MAF Site Visit Roster.xlsx	XLSX spreadsheet	Oct 27, 2020
W912QR21B0001-0001.pdf	PDF	Oct 13, 2020
W912QR21B0001Specs-0001.pdf	PDF	Oct 13, 2020
W912QR21B0001Specs_Vol1-0000.pdf	PDF	Oct 9, 2020
W912QR21B0001Plans-0000.pdf	PDF	Oct 9, 2020
W912QR21B0001Specs_Vol2-0000.pdf	PDF	Oct 9, 2020

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ABBREVIATIONS

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PVC POLYVINYL CHOLORIDE

R RADIUS, RANGE, RISER

RCP REFLECTED CEILING PLAN

RD REINFORCING STEEL BARS REBAR

REF REFERENCE, REFRIGERATOR

REG REGISTER

REINF REINFORCE

RET RETURN

REV REVISION

RH RIGHT HAND

RM ROOM

ROW RIGHT OF WAY

SC SOLID CORE

SCHED SCHEDULE

SD STORM DRAIN

SECT SECTION

SF SQUARE FOOT(FEET)

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SS SERVICE SINK

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPEND

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TE TOP ELEVATION

TEL TELEPHONE

TOC TOP OF CONCRETE

TOS TOP OF SLAB, TOP OF STEEL

TV TELEVISION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VCT VINYL COMPOSITION TILE

VTR VENT THROUGH ROOF

W WASHER, WEST, WIDE

W/ WITH

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WP WATERPROOFING

WSCT WAINSCOT

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT, ADJOINING, ADJUSTABLE

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ARCH ARCHITECT(URAL)

BD BOARD

BLDG BUILDING

BOT BOTTOM

BRG BEARING

BRG PL BEARING PLATE

BUR BUILT-UP ROOFING

CF/CI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CF/GI CONTRACTOR FURNISHED/

GOVERNMENT INSTALLED

CID COMPREHENSIVE INTERIOR

DESIGN PACKAGE

CIP CAST-IN-PLACE, CAST IRON PIPE

CJ CONSTRUCTION JOINT/CONTROL

JOINT

CL CENTER LINE, CLASS, CLOSE

CLG CEILING

CLR CLEAR, COLOR, COOLER

CMU CONCRETE MASONRY UNIT

CPT CARPET

COL COLUMN

CONC CONCRETE

CONT CONTINUE, CONTINUOUS

CONTR CONTRACT, CONTRACTOR

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CORR CORRIDOR

COTR CONTRACTING OFFICER

TECHNICAL REPRESENTATIVE

CU FT CUBIC FEET

CU YD CUBIC YARD

D DRYER

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EWS EYE WASH STATION

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXT EXTERIOR

FA FIRE ALARM

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISH FLOOR ELEVATION

FIN GR FINISH GRADE

FLR FLOOR

FP FIREPROOF

FT FEET, FOOT

FTG FOOTING

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GF/GI GOVERNMENT FURNISHED/

GOVERNMENT INSTALLED

GF/CI GOVERNMENT FURNISHED/

CONTRACTOR INSTALLED

GL GLASS

GLZ GLAZING

GMS GALVANIZED METAL STUD

GYP BD GYPSUM BOARD

HB HOSE BIBB

HC HANDICAP

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATING/AIR COND

IBC INTERNATIONAL BUILDING CODE

INCL INCLUDED

INSUL INSULATION

INT INTERIOR

LAM LAMINATE

LAV LAVATORY

LH LEFT HAND

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MS MOP SINK

MT MOUNT

MTD MOUNTED

MTG MEETING

MTL METAL

MW MICROWAVE

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OF/OI OWNER FURNISH/

OWNER INSTALLED

OF/CI OWNER FURNISH/

CONTRACTOR INSTALLED

OH OVERHANG, OVERHEAD

OH DR OVERHEAD (COILING) DOOR

OPNG OPENING

OPP OPPOSITE

PCF POUNDS PER CUBIC FOOT

SYMBOLS LEGEND

ROOM NAME / NUMBER

DESIGNATION

DOOR NUMBER

WINDOW / LOUVER

TYPE

WALL TYPE

ELEVATION

TARGET

ELEVATION NUMBER

INTERIOR ELEVATION

SYMBOL

SHEET ON WHICH

ELEVATION IS DRAWN

ELEVATION NUMBER

EXTERIOR ELEVATION

SYMBOL

SHEET ON WHICH

ELEVATION IS DRAWN

NORTH ARROW

SECTION NUMBER

SECTION SYMBOL

SHEET ON WHICH

SECTION IS DRAWN

DETAIL NUMBER

DETAIL SYMBOL

SHEET ON WHICH

DETAIL IS DRAWN

PLAN

NORTH

A101

SIM

4 A-200

ROOM NAME

A-201

PLAN NORTH

TRUE NORTH A-201

SHEET NOTE1

GENERAL NOTES

1. The BUILDING 5028 ALLOCATES PERSONNEL FOR TWO MISSION

OPERATIONS OF THE US AIR FORCE, EACH MISSION OCCUPIES A UNIQUE AREA

WITHIN THE BUILDING, THESE AREAS ARE B5028-A AND B5028-B. THE BUILDING

ADDITION/RENOVATION AS DEFINED IN THE DRAWINGS AND SPECIFICATIONS

IS FOR AREA B5028-A. INCIDENTAL WORK IN 5028-B IS LIMITED. REFER TO

DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. DUE TO THE

DIFFERENT ACCESS PROTOCOLS ESTABLISHED BY EACH MISSION, THE

CONTRACTOR MUST PROVIDE ADVANCED NOTIFICATION TO THE

GOVERNMENT CONTRACTING OFFICER REPRESENTATIVE BEFORE ENTERING

TO A SECURE AND NON- SECURE AREAS OF B5028-B TO PERFORM

CONSTRUCTION WORK REQUIRED BY THIS PROJECT.

2. DESIGN OF THE ADDITION/ RENOVATION FOR B5028-A INCORPORATES THE

CRITERIA REQUIREMENTS FOR A SECURE OPEN STORAGE FACILITY

ACCORDING TO DoD 5200.01, VOLUME 3, APPENDIX TO ENCLOSURE 3, PHYSICAL SECURITY STANDARDS. CONSTRUCTION WORK FOR THIS FACILITY

MUST FOLLOW THE SAME DoD CRITERIA STANDARDS REQUIRED FOR THIS

PROJECT.

3. AREA B5028-A WILL NOT BE OCCUPIED DURING CONSTRUCTION. WORK T

PERFORMED IN B5028-B MUST BE SCHEDULED DURING THE NIGHT HOURS TO

AVOID UTILITY INTERRUPTIONS WHEN BASE PERSONNEL IS IN THE BUILDING

DURING DAY HOURS. THE CONTRACTOR MUST COORDINATE WORKING HOURS

IN B5028-B WITH THE CONTRACTING OFFICER REPRESENTATIVE.

4. CONTRACTORS ARE FREE TO USE ANY PRODUCT WHICH MEETS THE

GOVERNMENT'S MINIMUM REQUIREMENTS AND NOT IN CONFLICT WITH OTHER

CONTRACTORS’ PROVISIONS. UNLESS INDICATED OTHERWISE ON THE PLANS

OR SPECIFICATIONS (E.G. SOLE SOURCE), ALL LISTED MANUFACTURERS ARE

THE BASIS OF DESIGN. FOR THESE BASIS OF DESIGN PRODUCTS, OTHER

MANUFACTURERS MAY BE SUBSTITUTED AS LONG AS THE STANDARD OF

QUALITY AND

CHARACTERISTICS OF THE SUBSTITUTED MANUFACTURER MEET OR EXCEED

THE STANDARD OF QUALITY AND CHARACTERISTICS OF THE BASIS OF

DESIGN."

1. THE GOVERNMENT WILL REMOVE EQUIPMENT AND FURNISHINGS PRIOR

TO THE BUILDING DEMOLITION.

2. GENERAL DEMOLITION WORK TO THE EXISTING BUILDING FOR THE

INSTALLATION OF NEW UTILITIES AND SERVICES SHALL BE INCLUDED IN THE

SCOPE OF WORK. SAW-CUTTING AND EXCAVATION; FILLING AND PATCHING

OF EXISTING CONCRETE FLOOR SLABS TO REMAIN AFTER INSTALLATION OF

NEW UTILITIES AND SERVICES SHALL ALSO BE INCLUDED IN THE SCOPE OF

WORK. REFER TO PLUMBING AND ELECTRICAL DRAWINGS FOR NEW

UTILITIES AND SERVICES.

3. PATCHING OF EXISTING STUD WALLS AND GYPSUM WALLBOARD TO

REMAIN SHALL ALSO BE INCLUDED IN SCOPE OF WORK.

4. REFER TO ELECTRICAL, PLUMBING AND MECHANICAL DRAWINGS FOR

ADDITIONAL DEMOLITION REQUIREMENTS.

5. DEMOLISH PORTION OF EXISTING WALLS TO ACCOMMODATE NEW

DUCTWORK, PIPING, CONDUITS, ETC. REFER TO MECHANICAL, ELECTRICAL,

PLUMBING AND FIRE PROTECTION DRAWINGS.

6. CONTRACTOR MUST PATCH AND REPAIR DAMAGE RESULTING FROM ANY

TYPE OF DEMOLITION AND REMOVAL OF BUILDING MATERIALS AND SYSTEM

COMPONENTS.

7. ANY EXISTING MECHANICAL, ELECTRICAL DEVICES OR EQUIPMENT

AFFECTED BY ANY RENOVATION AND NOT CALLED FOR TO BE REMOVED OR

DISCONNECTED, SHALL BE RESTORED AND LEFT IN FULL OPERATING

CONDITION.

8. THE CONTRACTOR MUST PROVIDE TEMPORARY ENCLOSURES/BARRIERS

IN REQUIRED LOCATIONS TO SEPARATE AREAS B5028-A AND B5028-B AT THE

LIMITS OF CONSTRUCTION WITHOUT BLOCKING DEFINED FIRE EXIT ROUTES

AND DOORS TO THE EXTERIOR..

DEMOLITION GENERAL NOTES

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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D A

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File Path:

Plot Date:

M A

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*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

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D:\_RVT2019\Projects\145616-11_Scott_AFB-B5028_ka.white@bulltice.com.rvt

10/21/2020 2:14:23 PM

A-001

L E

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A B

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CERTIFIED FINAL DESIGN SUBMITTAL

A D

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COMM

COMM COMM COMM COMM

COMM

C O

M M

C O

M M

COMM

W W

SD SD

SD SD SD SD SD

CB CB

ACAC

COM

CB CBCB

BUILDING

N 684,207.88 E 2,389,411.69

CPRYOR

DRIV

BUILDING 3677

FFE =

433.89

SIDEWALK

5' S

' S

4' S

6' SIDEWALK

ASPHALT PARKING LOT

COVERED

CONCRETE

PAD

ASPHALT PARKING LOT

SAN

SANSAN

SAN

CO CO

WWW FH

SDSD

0+00

1+00

2+00

3+00 3+33

0+00

0+56

0+00

0+50 0+66

143' ~ 6" PVC @ 0.40%185' ~ 6" PVC @ 0.40%

CO101

RIM 432.86

6" PVC = 423.15

MH102

STA: 1+89.78

RIM 432.15

6" INV = 422.22 - NW

6" INV = 422.12 - SE

MH103

STA: 3+32.61

RIM 432.33

6" INV = 421.51

EX 8" VCP = 420.28

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

C H

8, W

2Q R

-2 0-

F-

2Q R

-1 6-

D -0

N U

C U

D W

" x

U .S

. A R

M Y

C O

O F

R S

E, D

E, K

G E

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D B

G , O

O R

C E

B A

, I

A D

A L

M A

F D

N O

O N

S B

BUSH

COMMUNICATIONS MANHOLE

COMMUNICATIONS PANEL

CONIFEROUS TREE

DRAIN

Drainage - Catch Basin

Drainage - Catch Basin - Round

ELECTRIC HANDHOLE

ELECTRICAL MANHOLE

FIRE HYDRANT

Generic Tree

HVAC EQUIPMENT

MAGNAIL

NATURAL GAS METER

POST

SANITARY CLEANOUT

SANITARY MANHOLE

Sign

SOIL BORING

STORM DRAINAGE DEVICE

STORM MANHOLE

TRANSFORMER

UTILITY POLE

YARD LITE

COM

COMM COMMUNICATIONS

W W WATER

G GAS

E E ELECTRIC

VEGETATION

FLOWER BED

SAN SANITARY

SD STORM

GENERAL NOTES

1. SANITARY SHALL BE 18" VERTICAL AWAY FROM ANY WATER OR STORM

UTILITIES.

2. WATER LINE SHALL BE BURIED AT A MINIMUM OF 38" (48" PREFERRED) TO

THE TOP OF THE PIPE. 38" IS THE ACCEPTED FROST DEPTH.

3. DOWNSPOUTS ARE 5" DIAMETER AND MUST BE CONNECTED TO THE 6"

DIAMETER PIPE WITH APPROPRIATE FITTING. VERIFY DOWNSPOUT

LOCATIONS WITH ARCHITECTURAL PLANS.

4. AMERICAN WATER SHALL PROVIDE ALL WORK, LABOR, MATERIALS, AND

EQUIPMENT REQUIRED TO CONSTRUCT THE NEW WATERLINE BEYOND

THE 5 FOOT BUILDING LINES OF THE FACILITY. WORK INCLUDES BUT IS

NOT LIMITED TO TRENCHING, BACK FILLING, AND ROUGH GRADING;

PROVIDING AND INSTALLING THE WATERLINE PIPING, FIRE HYDRANT, AND

PIV; AS WELL AS COMPLETING THE REQUIRED TESTING.

SITE PLAN KEYNOTES

1. 6" SANITARY (PVC)

SEE SHEET C-201 FOR PROFILE AND INVERTS

2. CLEANOUT

SEE DETAIL A4/C-501

3. SANITARY MANHOLE

SEE DETAIL A1/C-501

4. REPLACE SANITARY MANHOLE

SEE DETAIL A1/C-501

5. POST INDICATOR VALVE

SEE DETAIL B9/C-501

6. UTILITY CROSSING

CONTRACTOR TO USE HAND TOOLS WITHIN 2' OF EXISTING COMM LINE

7. NEW FIRE HYDRANT LOCATION, HYDRANT BRANCH, AND TAPPING VALVE

AND SLEEVE. SEE D5/C-503

8. 4" x 6" CONNECTION SEE SHEET P-101 FOR CONTINUATION

LEGEND

PLAN NORTH

CIVIL UTILITY PLAN

SCALE: 1" =20'

20 400 A1

CU101

56' ~ 6" DUCTILE IRON

CATCH BASIN

CLEANOUT

CONCRETE

DOWNSPOUT

FIRE HYDRANT

OUTLET STRUCTURE

SANITARY MANHOLE

EXISTING NEW

A1/CU201

/2 3/

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STAIR

20"x6" EA

ERV-1

O A

10"x8" EA

O A

10"x8" EA

24"x24" SA

S A

1 1/4" HWS DN

1 1/4" HWR DN

1 1/4" HWS DN

1 1/4" HWR DN

12" x 12" OA UP

12" x 12" SA UP

16" x 26" RA UP

E1 M-302

B1 M-302

20"x16" RA

R A

18"x18" SA

30"x8" SA

R R

14"x8" RA 14"x8" RA DN

E A

16"x10" RA

R R

DSD

12"x10" EA

5 F

20"x18" RA

/D5 M-303

12"x12" SA

1" HWS UP

1" HWR UP

MECH

UH-1

W S

1/2" HWR

H W

1 1/4" HWR

1 1/4" HWS

1" R

3/4" R

B-2B-1

(EXISTING) (EXISTING)

P-1

P-2

(EXISTING)

16"x10" RA

14" x 8" RA UP

ACCU-1

/A5 M-303 F

KEY PLAN

US Army Corps of Engineers ®

SHEET ID

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CERTIFIED FINAL DESIGN

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-4

1/4" = 1'-0"C1

MECHANICAL ENLARGED PLAN -

MEZZANINE

0 2' 4' 8' 1/2" = 1'-0"C5

MECHANICAL ENLARGED PLAN -

MECHANICAL ROOM 159

2'1' 4'0

GENERAL NOTES

KEYED NOTES#

1. REFER TO GENERAL NOTES ON SHEET M-001.

1. RUN DUCT TIGHT TO OVERHEAD STRUCTURE.

2. ELECTRICAL EQUIPMENT. REFER TO ELECTRICAL DRAWINGS FOR MORE

INFORMATION.

3. PROVIDE DUCT SECURITY BARS IN ACCORDANCE WITH DETAIL C7/M-503.

4. SECURE AREA PIPING PENETRATION. SEAL PENETRATION WITH ACOUSTICAL

SEALANT IN ACCORDANCE WITH DETAIL A1/M-503.

5. FIRE DAMPER REQUIRED AT MEZZANINE WALL PENETRATION IN

ACCORDANCE WITH NFPA 90.

6. SAW-CUT MASONRY WALL TO INSTALL DUCT/FIRE DAMPER ASSEMBLY.

COORDINATE OPENING SIZE WITH MAXIMUM DIMENSIONS REQUIRED TO

INSTALL FIRE DAMPER. INSTALL HEADER AT EXISTING CMU WALL IN

ACCORDANCE WITH DETAIL C4/S-511.

7. EXTENT OF RECOMMENDED EQUIPMENT SERVICE CLEARANCE. INSTALL

SYSTEMS SO THERE ARE NO OBSTRUCTIONS WITHIN THE INDICATED AREA.

8. UNIT-MOUNTED VFD.

9. AHU-1 CONTROL PANEL.

10. REUSE EXISTING WALL OPENING FOR DUCT PENETRATION. PATCH ANNULAR

SPACE AROUND DUCT TO MAINTAIN 1-HOUR FIRE BARRIER.

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A-001

CU101

M-401

File details come from the government source that posted it. Updated Oct 29, 2020.