Attachment 3 - MAHG181093 Demo Dental Clinic DWG.pdf

PDF 3 MB Posted

Attached to
Demo Dental Clinic
Solicitation number
FA301020R0006
Issued by

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Written by GovTribe AI ·

This federal solicitation seeks proposals for the demolition of Building 824, the Keesler Dental Clinic, located at Keesler Air Force Base in Mississippi. Interested Service-Disabled Veteran-Owned Small Businesses may bid on the project, which includes demolishing the clinic building and equipment shed, removing associated driveway and sidewalks, and restoring the site. The work is estimated to cost between $250,000 and $500,000 and will have a 160-day performance period after notice to proceed. The solicitation package will be posted on November 27, 2019, with proposals due by December 31, 2019. The North American Industry Classification System Code for this project is 238910 for site preparation contractors, and the size standard is $16.5 million.

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Other files

File Type Posted
Attachment 12 - SDS index.pdf PDF
Attachment 14 - Addendum 1.pdf PDF
Attachment 13 - well_decom_form-fillable.pdf PDF
Solicitation Amendment FA301020R00060003 SF 30.pdf PDF
Solicitation Amendment FA301020R00060002 SF 30.pdf PDF
Solicitation Amendment FA301020R00060001 SF 30.pdf PDF
Attachment 11 - Power Plan.pdf PDF
Site Visit Sign In..pdf PDF
Attachment 9 - SF 1444.pdf PDF
Attachment 5 - AF 66.xlsx XLSX spreadsheet
Attachment 10 - Notice of Compliance.pdf PDF
Attachment 2 - MAGH181093 Demo Dental Clinic SPECS.pdf PDF
Solicitation - FA301020R0006.pdf PDF
Attachment 4 - Wage Det MS2018141.pdf PDF
Attachment 6 - Past Performance Questionnaire.pdf PDF
Attachment 8 - MAHG181093 Hazardous Materials Survey.pdf PDF
Attachment 7 - Past Performance Reference List.pdf PDF
Attachment 1 - MAHG181093 Demo Dental Clinic SOW.pdf PDF
Show all 18

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PROJECT SITE

INDEX OF DRAWINGS

KEESLER AFB, MS

1 TITLE SHEET

KEESLER AFB, MISSISSIPPI

OCTOBER 2019

NOT TO SCALE

LOCATION PLAN, DEMO DENTAL CLINIC

EXISTING CONDITIONS

INTERSTATE 10

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A. MARASCAMARASCA

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G. M. REED

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C. STAFFORD

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C. STAFFORD

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EXISTING SITE PLAN

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DEMO DENTAL CLINIC

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A.EXISTING FLOOR PLAN OF DENTAL CLINIC CAN BE FOUND ABOVE.

B.NOTE THE PRESENCE OF A 4 FOOT HIGH CRAWLSPACE UNDERNEATH CENTRAL MECHANICAL ROOM.

C.SEVERAL MATERIALS WITHIN THE BUILDING HAVE TESTED POSITIVE FOR ASBESTOS CONTAINING MATERIALS. ASBESTOS HAS BEEN FOUND WITHIN CAULKING AND SEALANT SURROUNDING

INTERIOR WINDOWS AS WELL AS BLACK DUST MASTIC AND DUCT INSULATION.

D.ALL X-RAY ROOM INTERIOR WALLS CONTAIN 1/16TH INCH THICK LEAD LINING.

E. DENTAL CLINIC MAY ALSO CONTAIN OLD LAYERS OF LEAD PAINT UNDERNEATH LAYERS OF SURFACE PAINT.

CONSTRUCTION KEYED NOTES

X-RAY ROOM CONTAINING

LEAD LINED WALLS

X-RAY ROOM CONTAINING

LEAD LINED WALLS

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SURGERY

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ORAL

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SURGERY

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ORAL

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ENTRANCE

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STAFF

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RESIDENT

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SURGERY

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ENTRY

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SERVICES

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SUITE A

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MEN

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TLT.

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TLT.

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WOMEN

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SUB-STERILE

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ORAL

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TLT

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GAS STO

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OFFICE

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ROOM #4

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MECHANICAL

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JAN

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ROOM

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CONFERENCE

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DENTAL SUPPLY

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RECEIVING

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X-RAY

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DARK RM.

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(W/PAN)

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X-RAY

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ALCOVE

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WAITING

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LIBRARY

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CONFERENCE

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MECH. ROOM

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EXISTING

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MECHANICAL

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CENTRAL

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AIR HANDLING

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AH ROOM 1

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AH ROOM 2

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DTR-47F

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OFFICE

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CORR-03

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DTR-20

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WAIT-01

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MECH-CEN

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OFFICE

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OFFICE

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OFFICE

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STAFF

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LOUNGE

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AREA-J

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AREA-H

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AREA-F

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AREA-D

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AREA-B

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AREA-A

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DTR-08A

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00824-PNL-PA#3

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FRONT FACING FISHER STREET

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PARKING LOT

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OVERHANG

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EXTERIOR MECHANICAL

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AREA

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PARKING LOT

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X-RAY

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X-RAY

AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command

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KEESLER AIR FORCE BASE

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OFFICE OF CIVIL ENGINEERS

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BILOXI

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MISSISSIPPI

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SUBMITTED

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FACILITY NO.

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DESIGNED:

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MAHG 18-1093

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3 OF 6 OF 66

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A. MARASCAMARASCA

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G. M. REED

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C. STAFFORD

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C. STAFFORD

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DENTAL CLINIC FLOORPLAN

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NOT TO SCALE

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64'

151'

57'

43'

37'

80'-6"

462'

4'

4'

6'

36'

26'

10'

4'

48'

18'

23'-7"

30'

39'-1"

132'

97'-6" 137'-6"

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DEMO DENTAL CLINIC

BACKGROUND LEGEND

PARKING LOT/ DRIVEWAY

GREEN SPACE

SIDEWALK

A.COORDINATE WITH VECTRUS TO CUT AND CAP ALL UTILITY LINES CONNECTED TO BUILDING EXCEPT COMMUNICATIONS LINES. COMMUNICATION LINES WILL BE REMOVED BY COMM. COORDINATE WITH VECTRUS ELECTRIC SHOP AND CLP TO CUT AND CAP ELECTRIC POWER LINES. CONDUIT LOCATION AND DIAMETER IN THE FIELD MAY VARY FROM DRAWINGS.

B.SEVERAL MATERIALS WITHIN THE BUILDING HAVE TESTED POSITIVE FOR ASBESTOS CONTAINING MATERIALS. CONTRACTOR IS RESPONSIBLE FOR BUILDING ABATEMENT. ASBESTOS HAS BEEN FOUND WITHIN CAULKING AND SEALANT SURROUNDING INTERIOR WINDOWS AS WELL AS BLACK DUST MASTIC AND DUCT INSULATION. REFER TO SECTION 4.6 OF THESE DOCUMENTS AND COORDINATE WITH VECTRUS CE

ENVIRONMENTAL FOR PROPER PROCEDURES INVOLVING ASBESTOS ABATEMENT.

C. ALL X-RAY ROOM INTERIOR WALLS CONTAIN 1/16TH INCH THICK LEAD LINING. CONTRACTOR MUST DISPOSE OF ALL LEAD LINING WITH DENTAL CLINIC AND PROPERLY DISPOSE OF ALL LEAD, GIVING REQUIRED

NOTICE TO LANDFILL.

D.DENTAL CLINIC MAY ALSO CONTAIN OLD LAYERS OF LEAD PAINT UNDERNEATH LAYERS OF SURFACE PAINT.

E. DEMOLISH AND REMOVE ALL OBJECTS, MACHINERY, PIPING, AND MATERIALS INSIDE DENTAL CLINIC AND EQUIPMENT SHED.

F. DEMOLISH AND COMPLETELY REMOVE BUILDING 824 KEESLER DENTAL CLINIC, APPROXIMATELY 4050 SY, AND BUILDING 825 EQUIPMENT SHED, APPROXIMATELY 29 SY INCLUDING BUILDING FOOTINGS. HAUL

AND REMOVE ALL DEBRIS FROM SITE. DISPOSE OF ALL DEBRIS OFFSITE.

G.PROTECT AND DO NOT DAMAGE OR REMOVE LIVE OAKS IN FRONT AND ALONG THE EAST SIDE OF DENTAL CLINIC AND CREPE MYRTLES ALONG THE SOUTHERN EDGE OF BUILDING. OTHER SHRUBBERY

ADJACENT TO BUILDING CAN BE REMOVED DURING THE DEMOLITION PHASE.

H.DEMOLISH AND REMOVE APPROXIMATELY 513 SY OF EXISTING CONCRETE DRIVEWAY. ALLOW EXISTING 3 FT X 3 FT STORM DRAIN EMBEDDED WITHIN CONCRETE TO REMAIN AND SAW CUT TO REMOVE

DRIVEWAY CONCRETE AROUND IT.

I. SAW CUT AND REMOVE APPROXIMATELY 299 SY OF FOUR EXISTING CONCRETE SIDEWALKS LEADING UP TO DENTAL CLINIC BUILDING.

J. SAW CUT AND REMOVE TOP OF EXISTING 3 FT DIAMETER SEWER MANHOLE IN FRONT OF DENTAL CLINIC BUILDING. DO NOT DAMAGE MANHOLE INTERIOR.

CONSTRUCTION KEYED NOTES

STRUCTURE

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ELECTRICAL LINE

WATER LINE

WASTEWATER LINE

STORMSEWER LINE

GAS LINE

29 SY BUILDING TO

BE DEMOLISHED

72.5 SY OF CONCRETE SIDEWALK

TO BE DEMOLISHED

513 SY OF CONCRETE

DRIVEWAY TO BE DEMOLISHED

89.5 SY OF CONCRETE

SIDEWALK TO BE DEMOLISHED

16.5 SY OF CONCRETE

SIDEWALK TO BE DEMOLISHED

120 SY OF CONCRETE

SIDEWALK TO BE DEMOLISHED

MANHOLE CONCRETE COLLAR

TO BE SAWCUT AND REMOVED

4050 SY BUILDING

TO BE DEMOLISHED

GRATE INLET TO REMAIN

PROJECT EXTENTS

LIVE OAK

CREPE MYRTLE

APPROXIMATE UTILITY

CAP LOCATION

TRANSFORMER

TO REMAIN

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2 " WATER LINE12" WATER LINE

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8" SEWER LINE

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TWO 2" GAS LINES

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6" WATER LINE

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MONITORING WELL

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ROOF DRAIN

AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command

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KEESLER AIR FORCE BASE

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OFFICE OF CIVIL ENGINEERS

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BILOXI

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MISSISSIPPI

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SUBMITTED

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FACILITY NO.

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DESIGNED:

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MAHG 18-1093

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4 OF 6 OF 66

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A. MARASCAMARASCA

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G. M. REED

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C. STAFFORD

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C. STAFFORD

AutoCAD SHX Text 10 21 2019

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SITE DEMOLITION

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DEMO DENTAL CLINIC

A. AT BOTH FACILITY FOOTPRINTS AND DEMOLISHED SIDEWALKS, INSTALL APPROXIMATELY 806 CY OF SELECT FILL TO RAISE GRADE TO BEST FIT NATURAL GROUND. SLOPE TO ENSURE

POSITIVE DRAINAGE AND PREVENT PONDING WATER.

B. AT AREA OF DEMOLISHED DRIVEWAY, INSTALL APPROXIMATELY 25 CY OF SELECT FILL TO RAISE GRADE TO MATCH EXISTING NATURAL GROUND. CONSTRUCT FORMS AND POUR APPROXIMATELY 420 LF OF 6 INCH HIGH 3000 PSI CONCRETE CURB. USE NO. 4 REBAR LAID 6 INCHES ON CENTER WITH 3 INCH COVER. TIE INTO EXISTING CONCRETE CURB.

C. INSTALL NEW 3 FT DIAMETER CONCRETE COLLAR FOR SEWER MANHOLE. EXISTING MANHOLE TOP CAN BE REUSED.

D. POUR APPROXIMATELY 420 LF OF 4 INCH THICK 3000 PSI CONCRETE SIDEWALK IN FRONT OF FACILITY FOOTPRINT.

E. SUPPLY AND INSTALL APPROXIMATELY 9000 SY OF SODDING AT FILLED IN AREAS.

F. INSTALL 12 INCH EXPANSION JOINTS WHERE PROPOSED CONCRETE TIES INTO EXISTING CURBS AND SIDEWALK.

G. ALL SOD SHALL EITHER BE CENTIPEDE. WATER AND MAINTAIN SOD FOR 60 DAYS.

H. DO NOT USE RED CLAY MATERIAL AS SELECT FILL.

I. COMPACT SELECT FILL TO AT LEAST 85% STANDARD PROCTOR DENSITY.

CONSTRUCTION KEYED NOTES

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9000 SY OF SODDING

TO BE INSTALLED

3 FT CONCRETE MANHOLE

COLLAR TO BE REPLACED

420 LF OF 4 FT WIDE CONCRETE

SIDEWALK TO BE INSTALLED

60 LF OF CONCRETE

CURB TO BE INSTALLED

BACKGROUND LEGEND

PARKING LOT/ DRIVEWAY

GREEN SPACE

SIDEWALK

STRUCTURE

GRATE INLET TO REMAIN

PROJECT EXTENTS

LIVE OAK

CREPE MYRTLE

TRANSFORMER TO REMAIN

AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command

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KEESLER AIR FORCE BASE

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OFFICE OF CIVIL ENGINEERS

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BILOXI

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MISSISSIPPI

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SUBMITTED

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RECOMMENDED

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FACILITY NO.

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DESIGNED:

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DRAWN:

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MAHG 18-1093

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5 OF 6 OF 66

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A. MARASCAMARASCA

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G. M. REED

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C. STAFFORD

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C. STAFFORD

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SITE CONSTRUCTION

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0.75"

6"

6"

R0.50"

1'-11"7"

11"

R1.00"

6"

4"

4"

4"

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A.AT AREA OF DEMOLISHED DRIVEWAY, POUR APPROXIMATELY 60 LF OF 6 INCH

HIGH 3000 PSI CONCRETE CURB.

B.SUPPLY AND INSTALL APPROXIMATELY 13.5 CY OF 4 INCH THICK LAYER OF

CRUSHED LIMESTONE AGGREGATE UNDERNEATH PROPOSED CONCRETE. COMPACT

AGGREGATE TO 95% STANDARD PROCTOR DENSITY.

C. USE NO. 4 REBAR LAID 6 INCHES ON CENTER WITH 3 INCH COVER. TIE INTO

EXISTING CONCRETE CURB.

D.INSTALL EXPANSION JOINTS WHERE NEW CURB MEETS EXISTING CURB.

E. GRADE BACKFILL FOR ALL CURBS.

CONSTRUCTION KEYED NOTES

NEW 3000 PSI

CONCRETE SIDEWALK

EXISTING SIDEWALK CRUSHED LIMESTONE

AGGREGATE

IN. EXPANSION JOINT

ASPHALT PAVEMENTNEW 3000 PSI

CONCRETE CURB

CRUSHED LIMESTONE

AGGREGATE

A.AT AREA OF DEMOLISHED DRIVEWAY, POUR 60 LF OF 4 INCH THICK 3000 PSI

CONCRETE SIDEWALK.

B.SUPPLY AND INSTALL APPROXIMATELY 26.7 CY OF 4 INCH THICK LAYER OF

CRUSHED LIMESTONE AGGREGATE UNDERNEATH PROPOSED CONCRETE. COMPACT

AGGREGATE TO 95% STANDARD PROCTOR DENSITY.

C. USE 6X6 - W4.0 X W4.0 WELDED WIRE FABRIC AS REINFORCEMENT FOR SIDEWALKS.

D.INSTALL 12 INCH EXPANSION JOINTS WHERE PROPOSED CONCRETE SIDEWALK INTO

EXISTING SIDEWALK.

CONSTRUCTION KEYED NOTES

NO. 4 REBAR

6 INCHES O.C.

6" X 6" WELDED WIRE

FABRIC LAID O.C.

AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command

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KEESLER AIR FORCE BASE

AutoCAD SHX Text

OFFICE OF CIVIL ENGINEERS

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BILOXI

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MISSISSIPPI

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SUBMITTED

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RECOMMENDED

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FACILITY NO.

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DESIGNED:

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DRAWN:

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CHECKED:

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DATE:

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SCALE:

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PROJECT NUMBER:

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DRAWING NO:

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SHEET

AutoCAD SHX Text Chief of Contracts Design

AutoCAD SHX Text Chief of Engineering

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DESIGNED:

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DESIGNED:

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MAHG 18-1093

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6 OF 6 OF 66

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A. MARASCAMARASCA

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G. M. REED

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C. STAFFORD

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C. STAFFORD

AutoCAD SHX Text 10 21 2019

AutoCAD SHX Text

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CURB DETAIL

AutoCAD SHX Text 1" = 0'-6"

AutoCAD SHX Text 4.0

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SIDEWALK DETAIL

AutoCAD SHX Text 1" = 0'-6"

AutoCAD SHX Text 4.0

Sheets and Views
0824_FLR_PLN.dwg updated dec 2007-Title
0824_FLR_PLN.dwg updated dec 2007-Existing
0824_FLR_PLN.dwg updated dec 2007-AsBuilts
0824_FLR_PLN.dwg updated dec 2007-Demo
0824_FLR_PLN.dwg updated dec 2007-Construction
0824_FLR_PLN.dwg updated dec 2007-Concrete_Detail

File details come from the government source that posted it. Updated .