MAHG211036_Demo B5022_Drawings.pdf
PDF 1 MB Posted
- Attached to
- Demolition of Building 5022 & 1906 Federal contract opportunity
- Solicitation number
- FA301022R0004
About this file
This document package includes construction drawings and specifications for the demolition of Building 5022 located at Keesler Air Force Base in Mississippi. The drawings depict the building layout and call for the full demolition and removal of the three-story 31,500 square foot structure down to three feet below grade, including all foundations. Utilities running to and from the building must also be fully removed. The specifications require backfilling excavated areas with select fill, grading and sodding the site, and disposing of demolished materials in accordance with applicable regulations. Erosion control measures must be implemented and maintained throughout construction. This opportunity also includes the demolition of Building 1906, with a magnitude between $500,000 and $1,000,000. The solicitation is set aside for Service-Disabled Veteran-Owned Small Businesses and responses are due by the date specified in the document. The site visit is scheduled for December 20, 2021 and the Air Force reserves the right to cancel the solicitation.
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G. REED
A. MARASCA G. REED
MAHG21-103625 AUG 2021
M. KIRKLAND
M. KIRKLAND
DEMO VQ, B5022
VARIES
N / A
INDEX OF DRAWINGS
DEMO VQ, B5022
KEESLER AFB, MS
D1.0 - STRUCTURE & CONCRETE DEMO
1 T1.0 - TITLE SHEET
KEESLER AFB, MISSISSIPPI
25 AUGUST 2021
NOT TO SCALE
LOCATION PLAN BLDG. 5022
MAHG21-1036
D2.0 - UTILITY REMOVAL3
NOT TO SCALE
VICINITY MAP
NOT TO SCALE
LOCATION MAP - KEESLER AIR FORCE BASE
BX PARKING LOT
PROJECT LOCATION
E1.0 - B5022 FIRST FLOOR PLAN4
E2.0 - B5022 SECOND FLOOR PLAN5
BLDG. 5022
WHITE AVE. GATE
BASE ENTRANCE
E3.0 - B5022 THIRD FLOOR PLAN6
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MAHG21-103625 AUG 2021
M. KIRKLAND
M. KIRKLAND
DEMO VQ, B5022
1" = 30'-0"
N / A
1. CONTRACTOR ENCOURAGED TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BID AND START
OF CONSTRUCTION. NOTIFY CONTRACTING OFFICER OF ANY CONDITIONS DETRIMENTAL TO THE COMPLETION
OF THE WORK AS DESIGNED.
2. PROTECT ALL ELEMENTS TO REMAIN SUCH AS EXISTING UTILITIES, FACILITY, ROADS, CURBS, DRIVES, SIDEWALKS, METAL CARPORTS, SOLID SOD, ETC. CONTRACTOR TO RESTORE ANY DAMAGED ELEMENTS TO
THE ORIGINAL CONDITIONS.
3. CONFINE ALL WORK TO SPECIFIC AREAS AS DESIGNATED IN THE SCOPE OF WORK AND SCHEDULE.
4. REFER TO MATERIAL SPECIFICATIONS IN SCOPE OF WORK FOR REQUIREMENTS AND APPLICATIONS.
5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL LOCATE ALL UTILITIES, ANY UTILITY ADJUSTMENTS, EXISTING OR PROPOSED, REQUIRED TO COMPLETE CONSTRUCTION IS THE RESPONSIBILITY OF THE
CONTRACTOR. THIS ITEM INCLUDES, BUT IS NOT LIMITED TO; THE TEMPORARY RELOCATION OF EXISTING
OVERHEAD POWER LINES. ALL WORK IN THE VICINITY OF OVERHEAD POWER LINES SHALL CONFORM TO
OSHA REQUIREMENTS AND ANY OTHER APPLICABLE (LOCAL) SAFETY REQUIREMENTS. THE CONTRACTOR IS
TO REPAIR ANY DAMAGES TO EXISTING UTILITIES THAT ARE TO REMAIN IN SERVICE IMMEDIATELY AT NO
ADDITIONAL COSTS OR EXPENSE TO THE GOVERNMENT.
6. CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE PROJECT IN A MANNER THAT ALLOWS
EMERGENCY ACCESS TO ALL EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAYS TO EMERGENCY
VEHICLES RESPONSE TIMES.
7. CONTRACTOR IS REQUIRED TO GPS LOCATE ALL UTILITY LINES AND APPURTENANCES IMMEDIATELY AFTER
INSTALLATION FOR UPDATING RED-LINE AS-BUILT DRAWINGS MAINTAINED ON-SITE BY CONTRACTOR.
8. ALL CRANES COMING ON BASE MUST BE FIRST COORDINATED WITH WITH COE/BASE TO GET FULL EXTENSION
AND EXPECTED DURATION. THIS MUST BE SUPPLIED TO THE AIRFIELD 6 WEEKS PRIOR TO CRANE'S ARRIVAL.
CONTRACTOR MUST HAVE FAA TEMPORARY CRANE PERMIT IN HAND PRIOR TO ANY CRANE ACTIVITY.
9. CONTRACTOR SHALL APPOINT A CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE
CONTRACTING OFFICER, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING
WORKING HOURS WHILE JOB IS IN PROGRESS. THE SUPERINTENDENT SHALL BE DESIGNATED THE
RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A 24-HOUR BASIS. WHEN THE
CONTRACTOR'S REPRESENTATIVE IS NOT AVAILABLE ON THE CONSTRUCTION SITE, AN ALTERNATIVE
REPRESENTATIVE SHALL BE PROVIDED.
10. EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY DISTURBANCE.
11. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA AND ANY MATERIAL STOCKPILES WHEN
NECESSARY TO CONTROL EROSION AND STORMWATER RUNOFF.
12. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT ITS MOVEMENT BY WIND FORCES.
13. LIMITS OF CONSTRUCTION IS DEFINED AS THOSE AREAS AFFECTED BY THE CONTRACTOR'S OPERATIONS
INVOLVING EXCAVATION, EMBANKMENT AND FINAL GRADING REQUIRED TO COMPLETE THE WORK IN
ACCORDANCE WITH THE ELEVATIONS, GRADES AND SECTIONS SHOWN IN THESE DRAWINGS.
14. CONTRACTOR SHALL UTILIZE EROSION CONTROL DEVICES AND PROCEDURES AS SET FORTH IN MDOT
STANDARD DETAILS, 2018 EDITION.
15. BE ADVISED THAT CONTRACTOR'S WORK MAY BE SUSPENDED WHEN LIGHTNING IS WITHIN 5 MILES.
16. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA) REGULATIONS AND USACE SAFETY MANUAL EM385-1-1.
BUILDING AND CONCRETE REMOVAL
SCALE: 1" = 30'-0"
DEMO CONCRETE PIT AND
VENT HOOD, PIT DIMENTIONS
APPROX. 10'x10'x8'
DEMO 32'x15' CANOPY
AND SLAB, FILL HOLE WITH
SELECT FILL GRADE TO
DRAIN
DEMO 40'x22' CANOPY
AND SLAB, FILL HOLE
WITH SELECT FILL
GRADE TO DRAIN
DEMO 3-STORY BUILDING &
FOUNDATION, BUILDING
FOOTPRINT APPROX. 31,500
SQ. FT.
DEMO 45'x25' REINFORCED
CONCRETE SLAB
DEMO APPROX. 1800 LIN.
FT. OF REINFORCED
CONCRETE SIDEWALK ON
NORTH SIDE OF BUILDING
1. FLOOR PLANS FOR ALL BUILDING FLOOR LEVELS ARE INCLUDED ON SHEETS E-1 THROUGH E-3.
2. BUILDINGS TO INCLUDE ANY AND ALL FOUNDATIONS ARE TO BE REMOVED AND SELECT FILL IS TO BE
BROUGHT ON SITE AND COMPACTED TO FILL ANY VOIDS. ALL BARE SOIL IS TO BE SODDED WITH CENTIPEDE
SOD AND MAINTAINED FOR A MINIMUM OF 6 WEEKS.
3. ALL UTILITY REMOVAL IS SHOWN ON SHEET D-2.
4. NO TREES ARE TO BE REMOVED OR DAMAGED.
5. PERIMETER FENCE IS TO BE SET UP AROUND ANY AREA WORK IS TAKING PLACE.
6. SEE SOW FOR SPECIFICATIONS ON SELECT FILL MATERIAL USED TO FILL EXCAVATIONS TO GRADE.
7. ALL STRUCTURES ARE TO BE REMOVED TO A MINIMUM OF THREE (3) FEET BELOW GRADE. B5022 FOUNDATION
IS TO BE REMOVED IN ITS ENTIRETY.
8. KEESLER AIR FORCE BASE RECYCLING STANDARDS ARE TO BE FOLLOWED FOR ALL RECYCLABLE MATERIAL.
9. DUST CONTROL WILL BE STRICTLY ENFORCED. FIRE HYDRANTS ARE LOCATED WITHIN THE IMMEDIATE AREA
OF B5022 AND CAN BE UTILIZED FOR DUST CONTROL OPERATIONS BY NOTIFYING VECTRUS SHOPS.
CONCRETE ON WEST SIDE
OF BUILDING TO REMAIN
DEMO OF
SIDEWALK
CONTINUES
TO ROAD
DEMO APPROX. 750 LIN. FT.
OF REINFORCED
CONCRETE SIDEWALK ON
SOUTH SIDE OF BUILDING
LEGEND
STRUCTURE REMOVAL
CONCRETE REMOVAL
ELECTRICAL JUNCTION
BOX TO REMAIN
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REMOVAL NOTES
MAHG21-103625 AUG 2021
M. KIRKLAND
M. KIRKLAND
DEMO VQ, B5022
1" = 30'-0"
N / A
UTILITY REMOVALS
SCALE: 1" = 30'-0"
REMOVE APPROX. 270' OF
STORMWATER LINE TO
INCLUDE 3 MANHOLES
REMOVE APPROX. 175' OF
GAS LINE AND CAP AT MAIN
REMOVE APPROX. 30' OF
WATER SERVICE LINE AND
CAP WHERE SHOWN
REMOVE APPROX. 20' OF GAS
LINE AND CAP AT MAIN
REMOVE APPROX. 350' OF
SANITARY SEWER LINE AND
CAP APPROX. 30' FROM MAIN
REMOVE APPROX. 60'
OF GAS LINE AND CAP
AT MAIN
REMOVE APPROX. 260'
OF WATER LINE AND CAP
AT MAIN
REMOVE APPROX. 180'
OF SANITARY SEWER
LINE AND CAP AT LAST
ACTIVE MANHOLE
1. ALL EXCAVATIONS MUST BE FILLED BACK IN TO EXISTING GRADE
AND MUST BE COVERED WITH CENTIPEDE SOD AND MAINTAINED FOR
A MINIMUM OF 6 WEEKS FROM PROJECT CLOSEOUT DATE.
2. ANY ADDITIONAL STRUCTURES WHICH SUPPORT UTILITY LINES
SHOWN TO BE REMOVED SUCH AS MANHOLES, JUNCTION BOXES OR
CONFLICT BOXES MUST ALSO BE REMOVED.
3. UTILITY LINES WHICH ARE TO BE REMOVED ARE SHOWN THIS SHEET
TO END AT B5022 ARE ALSO TO BE FULLY REMOVED FROM B5022.
4. DEWATERING OPERATIONS ARE TO BE USED AS NEEDED TO KEEP
TIE-IN AND CAP AREAS FREE FROM WATER WHILE WORKING.
5. ALL GAS TIE-INS TO B5022 HAVE GAS METERS WHICH ALSO MUST BE
REMOVED AND DISPOSED OF.
6. ALL DISPOSAL OF DEMOLISHED MATERIAL MUST BE DONE IN
ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL
CODES AND REGULATIONS.
7. COORDINATE WITH VECTRUS SHOPS FOR ANY NECESSARY UTILITY
SHUTDOWNS WHICH MAY BE NECESSARY.
8. REMOVE ANY CABLE TV LINES RUNNING FROM B5022 TO ADJACENT
BUILDINGS.
9. THE "CAP" REFERRED TO THIS SHEET SHALL BE A LINE STOP AND
VALVE FOR WATER AND GAS.
10. SITE MUST BE RE-GRADED AFTER STORMWATER REMOVAL TO
ENSURE NO PONDING AND POSITIVE DRAINAGE.
11. EROSION CONTROL STANDARDS WILL FOLLOW MDOT EROSION
CONTROL STANDARDS, 2018.
REMOVE APPROX. 180'
OF POWER SUPPLY LINE
REMOVE APPROX. 70' OF
POWER SERVICE LINE
ELECTRICAL JUNCTION
BOX TO REMAIN
REMOVE APPROX. 500' OF
CABLE TV LINE FROM BOX
TO BUILDING
REMOVE APPROX. 375' OF
WATER SERVICE LINE AND
APPROX. 30' FROM MAIN
REMOVE APPROX. 370' OF
STORMWATER LINE TO
INCLUDE 4 MANHOLES, CAP
APPROX. 30' FROM MAIN
LEGEND
POWER SUPPLY LINE
POWER SUPPLY LINE DEMO
GAS LINE
GAS LINE DEMO
SANITARY SEWER LINE
SANITARY SEWER LINE DEMO
STORMWATER LINE
STORMWATER LINE DEMO
WATER LINE
WATER LINE DEMO
COMMUNICATION LINE
COMMUNICATION LINE DEMO
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UTILITY REMOVAL NOTES
MAHG21-103625 AUG 2021
M. KIRKLAND
M. KIRKLAND
DEMO VQ, B5022
N / A
N / A
BLDG. 5022 1ST FLOOR PLAN
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M. KIRKLAND
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MAHG21-103625 AUG 2021
M. KIRKLAND
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G
AutoCAD SHX Text F
| T1.0.pdf |
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| T1.0 |
| D1.0.pdf |
| Sheets and Views |
| D1.0 |
| D2.0.1.pdf |
| Sheets and Views |
| D2.0 |
| E1.0.pdf |
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| E1.0 |
| E2.0.pdf |
| Sheets and Views |
| E2.0 |
| E3.0.pdf |
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| E3.0 |
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