FNWZ 21-0071 Demo 6119 DWGs.pdf

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EACH WAY

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COLUMN

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COL

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AWWA

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AMERICAN WATER WORKS ASSOCIATION

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ASTM

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AMERICAN STY FOR TESTING AND MAT.

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PLATE

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PL

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BUILDING

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BLDG

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DYESS AFB, TX.

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AIRFIELD

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SSPC

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STEEL STRUCTURE PAINTING COUNCIL

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IN

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INCH

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NUMBER

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STD

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STANDARD

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NATIONAL SANITATION FOUNDATION

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NSF

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FEDERAL

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FED.

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FOOT, FEET

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SHT

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SHEET

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TYPICAL

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SPEC

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SPECIFICATION, SPECIFICATIONS

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REFERENCE

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REF

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EXIST

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EXISTING

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ELEV

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ELEVATION

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DIAMETER

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MAIN GATE

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%%UPROJECT LOCATION

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NOT TO SCALE

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ABILENE

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CONTRACTING DIV.

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ELEVATION

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CIVIL ENGINEERING

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CONTRACTOR'S ACCESS

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HAUL ROAD ROUTE

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NORTH

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ON CENTER, ON CENTERS

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FNWZ 21-0071

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DETAIL

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SECTION

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PROJECT TITLE

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%%UGENERAL NOTES

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DYESS AFB

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DEMO BUILDING 6119

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CENTER LINE

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RUNWAY 16/34

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LZ 16/34A

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LZ 16/34B

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IAW

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IN ACCORDANCE WITH

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, DIA

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QUANTITY

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QTY

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LENGTH

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LEN.

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POLYVINYL CHLORIDE

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PVC

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CAST IRON

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CI

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PORTLAND CEMENT CONCRETE

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PCC

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AT/FP

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ANTITERRORISM/FORCE PROTECTION

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WORK AREA

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DYESS

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TEXAS

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OF

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COVER

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%%UNO.

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CO

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COVER SHEET

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%%USHEET TITLE

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BUILDING 6119 FLOOR PLAN

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SHEET

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AutoCAD SHX Text CONTRACTOR MAY CONTACT ONLY THE BASE CONTRACTING OFFICE - 7 CONS/LGCA, DYESS AFB, TX 79607-1581;

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(325) 696-3685 FOR ANY AND ALL INFORMATION WITH REGARDS TO THIS TASK ORDER.

AutoCAD SHX Text ALL WORK IS NEW UNLESS OTHERWISE INDICATED TO BE "EXISTING" OR "REUSED" OR "RELOCATED".

AutoCAD SHX Text CONTRACTOR SHALL OBTAIN A COMPLETED AF FORM 103 "WORK CLEARANCE REQUEST" FROM THE CONTRACTING OFFICER

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PRIOR TO PERFORMANCE OF ON-SITE WORK.

AutoCAD SHX Text EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERFY EXACT LOCATIONS

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PRIOR TO EXCAVATION OR TRENCHING.

AutoCAD SHX Text CONTRACTOR SHALL HAND DIG WITHIN 5 FEET EITHER SIDE OF UTILITY CROSSINGS UNTIL THE UTILITY IS PHYSICALLY

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EXPOSED PRIOR TO PERFORMING MECHANICAL TRENCHING OR EXCAVATING.

AutoCAD SHX Text CONTRACTOR IS HIGHLY ENCOURAGED TO PERFORM A SITE VISIT TO THOROUHGLY FAMILIARIZE THEMSELVES WITH

AutoCAD SHX Text ANY AND ALL EXISTING SITE AND PROJECT LOCATION CONDITIONS WHICH MAY AFFECT THE WORK UNDER THIS

AutoCAD SHX Text TASK ORDER. THE GOVERNMENT WILL NOT BE RESPONSIBLE FOR CONTRACTOR ERRORS OR OMISSIONS WHICH COULD

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BE MADE KNOWN BY ATTENDING A SITE VISIT.

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FNWZ 21-0071

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DEMO BUILDING

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D.FLORES

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D.FLORES

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D.FLORES

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OCT 2025

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CO

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BUILDING 6119 ASBESTOS ABATEMENT LAYOUT

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FOR APRON CONSTRUCTION

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DETAILS REFER:

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CAUTION!!! THERE ARE

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NUMEROUS PRESSURIZED

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FUEL (JP-8) LINES UNDER

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THE B1-B RAMP (NOT

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SHOWN FOR CLARITY).

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VERIFY LOCATION PRIOR

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TO DIGGING.

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TAXIWAY "A"

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WATER UG

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SOUTH WARMUP APRON

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(SOUTH HAMMERHEAD)

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ELEC UG

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TAXIWAY "F"

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SOUTH OVERRUN

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TAXIWAY "E"

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TAXIWAY "G"

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TAXIWAY "A"

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ELEC UG

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ELEC UG

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ACTIVE RUNWAY 16/34)

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ELEC UG

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ELEC UG

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ELEC UG

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ELEC UG

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ELEC UG

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ELEC UG

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ELEC UG

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HOT CARGO PAD

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& HELICOPTER PAD

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TAXIWAY "C"

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C-130 RAMP

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COM&ELEC UG

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FIRE TRAINING AREA

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BASE OPERATIONS

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TRANSIENT

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RAMP

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NORTH WARMUP APRON

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NORTH HAMMERHEAD)

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NORTH OVERRUN

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TAXIWAY "B"

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TAXIWAY "D"

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TAXIWAY "H

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RUNWAY 163/343 (JACKRABBIT, DIRT STRIP)

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TAXIWAY "J"

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RUNWAY 164/344 (TYE LZ, ASPHALT STRIP)

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B1-B RAMP

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FIRE DEPARTMENT

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TAXIWAY "A"

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WATER UG

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ELEC UG

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COM UG

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ALERT

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AREA

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TAXIWAY "A"

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DYESS AFB PROPERTY LINE

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PLAN - AIRFIELD @ DYESS AFB, TX

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SCALE: NOT TO SCALE

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ELEC UG

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JP-8 UG

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WATER, JP-8 & ELECT

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WATER, JP-8 & ELECT UG

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TAXIWAY (UNNAMED)

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%%USEQUENCE

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BUILDING 6119 DEMO PLAN

FLOOR PLAN BLDG 6119

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

112'-8"

BUILDING 6119

BUILDING LAYOUT

FNWZ 21-0071

DEMOLISH THRIFT SHOP

BLDG 6119

D.FLORES D.FLORES

D.FLORES OCT 2025

C1 C3

CONT.

ELEVATION DRAWING BLDG 6119

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

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ASBESTOS FLOOR PLAN BLDG 6119

BUILDING 6119

FLOOR PLAN LAYOUT

FNWZ 21-0071

DEMOLISH THRIFT SHOP

BLDG 6119

D.FLORES D.FLORES

D.FLORES OCT 2025

C2 C3

CONT.

PAINTED CONCRETE MASONRY UNIT (CMU), LOCATED IN THE INTERIOR OF THE BLDG, IN THE PERIMETER WALLS THROUGHOUT;

CARPET MASTIC (YELLOW), LOCATED IN CARPET AREAS THROUGHOUT;

DRYWALL GYPSUM BOARD (DWGB) WITH TEXTURE (ORANGE PEEL) AND JOINT CONPOUND, LOCATED ON WALLS THROUGHOUT IN THE

EAST HALF OF THE BLDG;

12" ADHERED CEILING TILE WITH MASTIC BUTTONS (BROWN), LOCATED IN EAST HALF OF BLDG;

4" CERAMIC WALL TILE WITH GROUT, LOCATED IN RESTROOMS;

1" CERAMIC FLOOR TILE WITH GROUT, LOCATED IN THE RESTROOMS;

SUSPENDED ACOUSTIC TILE (SAT), LOCATED SPOTTED THROUGHOUT THE EAST AND WEST HALVES OF THE BLDG;

DWGB WITH TEXTURE (SMOOTH) AND JOINT COMPOUND, LOCATED ON WALLS THROUGHOUT IN THE WEST HALF OF THE BLDG;

BRICK MORTAR, LOCATED ON EXTERIOR VENEER;

FLOOR TILE WITH MASTIC (BLACK), LOCATED UNDER CARPET THROUGHOUT THE BLDG;

BASED ON THE LABORATORY RESULTS, THE FOLLOWING SAMPLES CONTAINED ONE PERCENT (1%) OR GREATER AND THE

REPRESENTED MATERIAL IS CONSIDERED ACBMs. IF A HOMOGENEOUS MATERIAL HAS ONE OR MORE SAMPLES THAT TEST POSITIVE

FOR ASBESTOS, THEN ALL SAMPLES FOR THAT HOMOGENOUS MATERIAL, ARE CONSIDERED ACM:

· 022, 023, 024 - DWGB WITH ACM TEXTURE (SMOOTH) AND ACM JOINT COMPOUND, LOCATED ON WALLS THROUGHOUT IN THE WEST

HALF OF THE BLDG;

· 028, 029, 030 - ACM FLOOR TILE WITH ACM MASTIC (BLACK), LOCATED UNDER CARPET THROUGHOUT THE BLDG.

DWGB WITH ACM TEXTURE

(SMOOTH) AND ACM JOINT

COMPOUND

ACM FLOOR TILE WITH ACM MASTIC

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3-12A

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FOURTH STREET

8"

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3-12W

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1-1/2"

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6240N

6-15

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BUILDING 6119

DEMOLISH LAYOUT

FNWZ 21-0071

DEMOLISH THRIFT SHOP

BLDG 6119

D.FLORES D.FLORES

D.FLORES OCT 2025

C3 C3

CONT.

NOTES INDICATED BY :

1. DEMOLISH EXISTING BUILDING 6119 WITH THE FOUNDATION AND PIERS UP TO 3 FEET BELOW GRADE, REFER TO ASBUILT TO BLDG 6119 FOR FOUNDATION, FOOTING, PIERS, ELEVATION AND ETC.

2. REMOVE AND DISPOSE THE HVAC UNIT. DEMOLISH CONCRETE PAD (12'X8').

3. REMOVE BUILDING ELECTRICAL SERVICE AT TRANSFORMER. BASE SHOP WILL REMOVE THE

TRANSFORMER UNIT. ADD JUNCTION BOX.

4. DEMOLISH CONCRETE PAD (5'X4')

5. DEMOLISH EXISTING CONCRETE SIDEWALK AROUND THE BUILDING (4' WIDE).

6. DEMOLISH EXISTING CONCRETE SIDEWALK NORTH OF THE BUILDING (4' WIDE).

7. REMOVE EXISTING ASPHALT PAVEMENT SECTION (2" HMAC 6" BASE). BACKFILL WITH SELECT MATERIAL

COMPACTED TO 85% OPTIMUM DENSITY.

8. REMOVE AND DISPOSE PLANTS/BUSHES AROUND BUILDING INCLUDING THE STUMPS.

9. REMOVE/DISPOSE OF OFF BASE EXISTING WATER SERVICE VALVE AND VALVE BOX. CAP WATER

SERVICE LINE CLOSE TO THE MAIN.

10. REMOVE/DISPOSE OF OFF BASE GAS ISOLATION VALVE AND VALVE BOX. CAP GAS LINE CLOSE TO THE

MAIN.

11. REMOVE/DISPOSE OF OFF BASE SEWER ISOLATION VALVE AND VALVE BOX. CAP SEWER LINE CLOSE TO

THE MAIN.

12. BACKFILL AND RE-GRADE DEMOLITION SITE FOR POSITIVE DRAINAGE AND PROVIDE SEEDING.

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GENERAL DEMOLITION NOTES: : 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS. 2. SPECIAL CARE SHALL BE GIVEN TO PROTECT UNDERGROUND UTILITIES IF HEAVY CRANES AND TRUCKS ARE TO TRAVEL OVER THESE UTILITIES. 3. ALL UTILITY DEMOLITION SHALL BE PRE-COORDINATED WITH THE CONTRACTING OFFICER TO PREVENT ANY DISRUPTION OF SERVICES TO BUILDINGS THAT ARE TO REMAIN. REFER TO SPECS SECTION 01 14 10. 4. AFTER REMOVAL OF BUILDING FOUNDATIONS AND CONCRETE STOOPS AND STEPS; BACKFILL AND COMPACT TO MATCH ADJACENT GRADE WITH NATIVE MATERIAL. SEED AND WATER THE DISTURBED AREA IN ACCORDANCE WITH SPECIFICATION SECTION 32 92 19 "ESTABLISHMENT OF TURF". 5. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AT THE SITE. DRAWING INFORMATION SHALL NOT SUPERSEDE ACTUAL CONDITIONS ON SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE AND FAMILIARIZING HIMSELF WITH ALL EXISTING CONDITIONS THAT WILL AFFECT ALL WORK REQUIRED TO ACHIEVE DEMOLITION TO THE EXTENT INDICATED. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL COSTS ASSOCIATED WITH THE ADDITIONAL PROTECTION MEASURES REQUIRED BY CONSTRUCTION/DEMOLITION ACTIVITIES TO SAFEGUARD THE HEALTH, SAFETY, AND WELFARE OF THE PUBLIC. 7. CONTRACTOR SHALL DISPOSE OF ALL DEBRIS, EQUIPMENT, ETC RESULTING FORM THE DEMOLITION OF BUILDING 6119 OFF BASE PROPERTY ACCORDING TO LOCAL, CITY, STATE AND FEDERAL REGULATIONS AND TRANSPORT ALL CONSTRUCTION DEBRIS ALONG A ROUTE APPROVED BY THE CONTRACTING OFFICER AND BASE AUTHORITIES.