MTANG Demo 110 and 111 drawings.pdf
PDF 16 MB Posted
- Attached to
- B113 Solicitation Federal contract opportunity
- Solicitation number
- W50S98
About this file
This federal contract opportunity solicitation seeks proposals for building demolition and construction services. The solicitation number W50S98 was issued by the Department of the Army Tennessee Army National Guard for the demolition of Buildings 110 and 111 and construction of a new Building 113, with one option to first demolish Buildings 110 and 111. The solicitation includes drawings of the existing buildings slated for demolition in file MTANG Demo 110 and 111 drawings.pdf. Proposals are requested to demolish the two existing buildings and construct a new Building 113 at the specified location, according to the drawings and terms set forth in solicitation W50S98.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| OF 1419 Abstract.pdf | ||
| OF 1419 Abstract.pdf | ||
| Sign in Sheet - 23 Aug 2022 10am.pdf | ||
| B 113 As Built Drawings.pdf | ||
| 05 40 00 Cold-formed Metal Framing 20220805.pdf | ||
| Demo Drawings CS503-506.pdf | ||
| Demo 110_110 Drawings GC002 003 004 005.pdf | ||
| BLDG 111 Asbestos Info.pdf | ||
| W50S98-22-B-000100002.pdf | ||
| P-601_REVISED.pdf | ||
| REGISTER-upate 07292022.pdf | ||
| 1190113_TNANG_B113_ELEC-ADDENDUM 1-072622.pdf | ||
| W50S98-22-B-000100001.pdf | ||
| 1190113_TNANG_B113_FIRE-ADDENDUM 1-072622.pdf | ||
| 28 31 76 - updated.pdf | ||
| Pre-Bid Sign in Sheet B113.pdf | ||
| Pre-Bid Slides B113.pdf | ||
| Repair Building 113 Spec. Volume 2.pdf | ||
| W50S98-22-B-0001 21 July 2022.pdf | ||
| Repair Building 113 Spec. Volume 1.pdf | ||
| Repair Building 113 Drawings.pdf |
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Text version
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DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
SCRUB
SCRUB
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
SCRUB
WP
UP
UP
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
SCRUB
SCRUB
SCRUB
SCRUB
SCRUB
964.58
961.29
965.23 s t e p s s t e p s s t e p s
P/A
P/A
P/A
P/A
P/A
P/A
P/A
P/A
P/A
P/A
P/A
P/A
BH
BH
P/A
990.64
1034.01
P
O
O
L
P/A
P/A
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
P/A
TOWER
HAUL ROUTE
STAGING AREA
PROJECT AREA
BUILDING 110/111 DEMOLITION
SEE DRAWING CD110 & CD111
FIREPUMP HOUSE
AND WATER TANK
BRISCOE ROAD HAUL ROUTE
FIRE STATION
MAIN GATE
OUTER BACK GATE
NOT OPEN TO "INBOUND"
CONSTRUCTION TRAFFIC
UNLESS COORDINATED 48
HOURS IN ADVANCE WITH COR.
SEE NOTE 9
BRISCOE ROAD
KC-135 APRON
LOUISVILLE ROAD
BASE CIVIL ENGINEER'S OFFICE
AIRBASE ROAD
EXISTING COMM TOWER
SECURITY FORCES BUILDING FOR BADGING
date detailed checkeddesigned project contract rev.drawing file
C O
P Y
R I G
B
U R c D
O N
N E
L L
E
N G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
DATEREV.
REVISIONS
DESCRIPTION INIT
TENNESSEE AIR NATIONAL GUARD
MCGHEE TYSON AIRPORT
KNOXVILLE, TENNESSEE
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
95368
Project No. - PSXE999132
W9133L-15-D-0003
134th AIR REFUELING WING
REPLACE 135 MAINTENANCE
HANGAR AND SHOPS
5 6
D
C
A
B
1 2 3 4
E
D
C
A
B
E
5 61 2 3 4
95368GC005-GC006.DWG
ACCESS & SAFETY PLAN
GC006 0
D. MUETING
R. BARUTH CHECKER
SITE PLAN NOTES:
1. SEE CIVIL LEGEND ON SHEET GC002.
2. SEE GENERAL NOTES ON GC003 & GC004.
3. SEE ACCESS & SAFETY NOTES ON SHEET GC005.
4. DESIGNATED AREA FOR CONSTRUCTION TRAILER SHALL BE PROVIDED IN STAGING
AREA.
5. TRUCK WASHOUT AREA TO BE CONSTRUCTED, MAINTAINED, AND CLEANED IN
ACCORDANCE WITH THE TENNESSEE DEPT OF ENVIRONMENT AND CONSERVATION
REGULATIONS AND SHALL BE LOCATED WITHIN THE STAGING AREA OR PROJECT
LIMITS. PROVIDE DETAILS AND MAINTENANCE PLANS AS PART OF THE
STORMWATER POLLUTION PREVENTION PLAN.
6. ALL TEMPORARY TRAFFIC BARRIERS TO BE INSTALLED AND MAINTAINED TO CLOSE
ROADS TO ALL NON-CONSTRUCTION TRAFFIC SHALL BE INSTALLED BY THE
CONTRACTOR, COORDINATE WITH THE COR.
7. ALL CONTRACTORS TO STOCKPILE REQUIRED MATERIALS AND EQUIPMENT WITHIN
LIMITS OF THE STAGING AREA OR WORK LIMITS AS INDICATED ON THE DRAWINGS,
AND RESTORE THE AREA TO PRE-CONSTRUCTION CONDITIONS.
8. ALL CONTRACTORS TO COORDINATE UTILITY WORK WITH THE COR. COORDINATE
TO ALLOW ACCESS AROUND OR WITHIN WORK LIMITS FOR THE GOVERNMENT TO
OTHER EXISTING FACILITIES.
9. OUTER BACK GATE WILL BE OPEN ON SCHEDULED DUTY DAYS FROM 0630 TO 0805,
1045 TO 1245, AND 1615 TO 1715. CONTRACTOR TO PROVIDE 48 HOUR
NOTIFICATION TO THE COR TO ACCESS OUTER BACK GATE OUTSIDE OF NORMAL
OPERATING HOURS. SPECIFIC DELIVERIES OF CONCRETE, STONE, CEMENT BASE,
OVERSIZED EQUIPMENT AND ASPHALT SHALL BE SEARCHED AND INSPECTED AT
THE OUTER BACK GATE.
A1
ACCESS & SAFETY PLAN
SCALE: 1" = 100'
N
400'0 200'
PROJECT LOCATION
(APPROXIMATE LOCATION. VERIFY FINAL
LIMITS WITH CONTRACTING OFFICER.)
STAGING AREA
LEGEND:
HAUL ROUTE
0 7/31/19 ISSUED FOR CONSTRUCTION RB
K. ROBERTS
B
F
O
D
C
H
E
C
K
G
G
I
L
S
R
L
L
E
A
E
T
E
N
N
E
S
S
T
I
O
N
A
R
D
G
F
F
E
R
O
E
V
V
V
A
S
P
H
E
X
I
S
T
I
V
E
M
E
N
T
C
A
N
O
P
Y
C
A
N
O
P
Y
C
A
N
O
P
Y
B
L
D
G
B
L
D
G
S
I
G
N
K
C
K
C
K
C
K
C
K
C
K
C
K
C
K
C
K
C
K
C
K
C
K
C
K
C
K
C
K
C
K
C
K
C
K
C
K
C
K
C
A
S
P
H
A
L
T
A
S
P
H
A
L
T
CONC.
A
S
P
X
X
BUILDIN
G
F
O
D
I
N
S
P
E
C
T
I
O
N
A
S
P
H
A
O
U
L
D
E
R
STMH
T.C. 9 23.28
I.E. IN
= 913.08 NW
I.E. IN
= 921.04 NE
I.E . O
UT = 913.08
H
D P
E
CB2.5X2.5
T.C. 9 25.09
I.E . O
UT = 922.67
STMH
T.C. 921.39
I.E
. IN
= 909.39
I.E. OUT = 909.39
STMH
T.C. 922.71
I.E
. IN
= 903.01 NW
I.E
. IN
= 903.01 NE
I.E . O
UT = 903.01
E
F
M
STATION
1 1
4"
W
BLDG 111
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
C
O
N
C
A
S
P
H
A
L
T
C
O
N
C
C
O
N
C
C
A
N
O
P
Y
C
A
N
O
P
Y
F.F.E.=947.00
GRASS
GRASS
A
C
E
S
A
S
P
H
A
L
T
C
O
N
C
C
O
N
C
C
O
N
C
A
S
P
H
A
L
A
C
E
S
BLDG 110
T
R
A
I
L
E
R
ASPHALT
R
E
T
A
I
N
I
W
L
L
R
E
T
A
I
N
I
L
L
A
S
P
H
A
O
U
L
D
E
R
CONC.
A
S
P
H
A
L
T
E
1/2" #2 CABLE
STMH
T.C. 918.31
I.E
. IN
= 913.08 NW
I.E
. IN
= 921.04 NE
I.E
. IN
= 913.40 SE
I.E . O
UT = 913.08
24" RCP
CB2.5X2.5
T.C . 9
19.57
I.E
. IN
= 915.02
I.E . O
UT = 914.82
P
P
E
PUMP
CB2.5X2.5
T.C. 929.67
I.E
. IN
= 923.12
I.E. OUT = 918.52
S
I
D
E
W
A
L
K
F
O
D
F
O
D
C
H
E
C
K
C
O
N
C
CB2X3
T.C. 922.04
I.E. O
UT =917.90
FROM DESIGN DRAWINGS
R
C
P
CB2X2
T.C. =945.33
I.E .= 942.95
P
G
W
G
W
W
W
W
STATION
PUMP
VAULT
WATER
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
C
S
T
S
T
S
T
S
T
G
G
E
N
E
L
S
R
C P
R
C
P
R
C
P
S
S
S
P
V
C
P
V
C
C
O
P
P
E
R
P
V
C
R
C
P
R
C
P
C.B
T.C. 920.19
INV. 9
18.54
C.B.
T.C. 9 22.01
INV. 917.24
C.B.
T.C. 9 22.02
INV. 9
17.17
P
V
C
4"P
V
C
P
V
C
P
V
C
C
P
V
C
P
V
C
P
V
C
ST. M
.H.
T.C. 921.63
INV. 9
17.09
6"P
V
C
4"PVC
ST. M.H.
T.C. 922.67
INV. IN
916.19 (1
0")
INV. IN
916.19 (6
INV. IN
919.82 (4")
INV. O
UT 916.16
F
F
F6
F
F
F
F
F
F
E
E
E
ST
H
D
P
E
R
C
P
C
M
P
E
W
I.E.=897.9
S
T
S
T
CBR
T.C. 901.17
I.E . = 891.75
STMH
T.C. 906.09
I.E
901.74
STMH
T.C. 8 98.36
INV. 8
94.59
R
C
P
R
C
P
R
C
P
R
C
P
H
D
P
E
CO
C
O
M
M
E
CB
T.C.=967.40
T.C.=958.88
CB
COMMUNICATIONS
VAULT
VAULT
COMMUNICATIONS
VAULT
COMMUNICATIONS
C
O
N
K
C
O
N
K
S
T
W
C
P
D
B
I
N
I
N
CB 2X3
T.C.=965.32
I.E.=958.90
36"R
C
P
C
M P
18"CMP
S
T
W
R
C
P
R
C
P
R
C
P
C
O
M
H
E
L
E
C
H
W
W
W
W
W
W
W
W
COM MH
TC = 908.35
COM MH
TC = 936.59
COM M
H
TC = 922.88
COM M
H
TC = 922.90
COM MH
TC = 924.67
COM MH
TC = 928.90
COM MH
TC = 960.08
4x4 COM M H
TC = 962.40
COM MH
TC = 963.91
4x4 COM VAULT
TC = 953.39
COM MH
TC = 960.85
W
I
S
T
I
P
O
P
U M
P H
O U
S E
P
R O
M
P
U M
P H
O U
S E
SAMH
T.C.= 944.11
I.E. IN
= 936.32
I.E. O
UT= 936.30
P
P
P
W
FUEL MH
FUEL MH
FUEL MH
FUEL MH FUEL MH
FUEL MH
FUEL MH
FUEL MH
FUEL MH
FUEL MH
FUEL MH
FUEL MH
FUEL HATCH
FUEL HATCH
FUEL HATCH FUEL HATCH
FUEL HATCH
FUEL HATCH
FUEL HATCH
FUEL HATCH
FUEL HATCH
COM MH
TC = 908.45
F
U
N
E
F
U
N
E
F
U
N
E
E
E
C
I.E.=899.61
60" R
CP
M
P
H
O
U
S
E
R
M
P
H
O
U
S
E
W
W
COM MH
R
C
P
R
C
P
R
C
P
R
C
P
R
C
P
E
BLDG 110
ASPHALT
BH
BH
BH
JB
JB
JB
JB
JB
J B
J B s t e p s
B
L
E
A
C
H
E
R
S
JB
JB
JB
JB
JB
F P
FP
U /C s t e p s s t e p s s t e p s
B H
B H
FP
F P
JB
JB
JB
JB
F P
JB
TO
W
ER
WP
U
P
U
P
64.5
61.2
65.2 s t e p s s t e p s s t e p s
P/A
P/A
P/A
P/A
P/A
P/A
P/A
P/A
P/A
P/A
P/A
P/A
B H
B H
P/A
90.6
1034.0
P
O
O
L
P/A
P/A
P/A
TO
W
ER
N 541910.92
E 2558902.63
N 542017.59
E 2558747.56
REMOVE ELEC/COMM CABLES
DIRECT BURY
REMOVE SEWER
FORCE MAIN
REMOVE ELEC/COMM CABLE BACK
TO MANHOLE AT BUILDING 125
FUEL PIT
REROUTE POWER FOR SUMP PUMP IN FUEL
PIT TO NEW FACILITY. PROVIDE TEMPORARY
POWER THROUGHOUT CONSTRUCTION.
REDLINE AND ECP
MARKING BY SEPARATE
CONTRACT
MAIN APRON
CD101 CD102
CD103 CD104
CD105 CD106
ELECTRICAL LINE SHALL NOT BE REMOVED
UNTIL THE NEW ELECTRICAL LINE IS
INSTALLED SO AS TO KEEP POWER AT THE
MSA SITE AT ALL TIMES
MSA
BRISCOE ROAD
TANK
FIRE PUMP HOUSE
POV
CD110
CD111
DEMO EXISTING ABANDONED
COMM/ELEC DUCTBANKS BACK
TO NEAREST MANHOLE
SEE CD106
REMOVE SSFM TO EXISTING
MANHOLE INSTALL NEW
FORCE MAIN LINE INTO
EXISTING MANHOLE
LEGEND
ASPHALT DEMOLITION
CONCRETE DEMOLITION
FENCE DEMOLITION
UTILITY DEMOLITION
BUILDING DEMOLITION
GRAVEL DEMOLITION
MISCELLANEOUS
STRUCTURE
FULL DEPTH SAW CUT
LIMITS OF DISTURBANCE
date detailed checkeddesigned project contract rev.drawing file
C O
P Y
R I G
B
U R
D
O N
N E
L L
E
N G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
DATEREV.
REVISIONS
DESCRIPTION INIT
TENNESSEE AIR NATIONAL GUARD
MCGHEE TYSON AIRPORT
KNOXVILLE, TENNESSEE
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
95368
Project No. - PSXE999132
W9133L-15-D-0003
134th AIR REFUELING WING
REPLACE 135 MAINTENANCE
HANGAR AND SHOPS
5 6
D
C
A
B
1 2 3 4
E
D
C
A
B
E
5 61 2 3 4
95368CD100.DWG
OVERALL DEMOLITION PLAN
CD100 0
D. MUETING
R. BARUTH CHECKER
A1
OVERALL DEMOLITION PLAN
SCALE: 1" = 200'
N
200' 400'0
GENERAL DEMOLITION NOTES:
1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS SHALL BE
DISPOSED OF OFF BASE.
2. LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF THE FOLLOWING
MATERIALS: AGGREGATE, CONCRETE, ASPHALT, MASONRY, FOUNDATIONS,
REBAR, FENCE MATERIAL, PIPING, AND MISCELLANEOUS STRUCTURES. LARGE
PIECES OF MATERIAL MAY NEED TO BE CRUSHED AND/OR BROKEN UP FURTHER
IN ORDER TO BE HAULED AWAY TO THE WASTE DISPOSAL SITE.
3. CONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND PAVEMENT REMOVAL
WITH PROPOSED PAVEMENT LAYOUT AND JOINTING PLAN.
4. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL DEPTH.
5. EXISTING PAVEMENT EDGES SHALL BE SAWCUT IN LOCATIONS SHOWN TO
PROVIDE CLEAN EDGE FOR CONSTRUCTION OF PROPOSED PAVEMENT.
6. PAVEMENT REMOVAL LIMITS SHALL BE TO THE NEAREST EXISTING PAVEMENT
JOINT TO THE GREATEST EXTENT POSSIBLE TO PREVENT PARTIAL PANEL
REMOVAL. WHERE JOINT IS A CONTROL JOINT OR JOINT IS IN POOR CONDITION,
SAWCUT 2 FEET BEYOND JOINT LINE. PAVEMENT REMOVAL SHALL INCLUDE
REMOVAL OF PAVEMENT AND ANY BASE OR SUBBASE MATERIAL PRESENT.
EXISTING PAVEMENT IS APPROXIMATELY 14 TO 18 INCHES OF ASPHALT OR
CONCRETE FOR AIRFIELD PAVEMENT AND LESS FOR ACCESS DRIVES.
7. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN SHALL BE REPAIRED
OR REMOVED AND REPLACED AT NO ADDITIONAL COST TO OWNER.
8. THE WEIGHT (IN TONS) OF ALL MATERIALS TAKEN OFF BASE FOR RECYCLING
SHALL BE REPORTED TO COR MONTHLY.
UTILITY DEMOLITION NOTES:
1. CONTRACTOR SHALL COORDINATE WITH THE COR PRIOR TO REMOVAL OF
EXISTING UTILITIES IN SERVICE. RELOCATED UTILITIES SHALL BE CONSTRUCTED
BEFORE REMOVAL OF EXISTING UTILITIES TO ENSURE UNINTERRUPTED SERVICE
TO THE FACILITIES SERVED BY THE UTILITY. ALL RELOCATIONS SHALL BE
COORDINATED WITH THE COR.
2. UTILITY CAPPING METHODS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS FOR SPECIFIC PIPE MATERIAL IN SERVICE. ALL CAPPING
SHALL BE INSPECTED AND APPROVED BY THE COR.
3. ALL STRUCTURES, VALVES, ETC. TO REMAIN SHALL BE PROTECTED AND
ADJUSTED TO FINISH GRADE.
0 7/31/19 ISSUED FOR CONSTRUCTION RB
1 8/22/19 CHANGE PROPOSAL 1 RB
H
X
X
X
X
X
X
X
X
X
X
A
C
E
S
A
C
E
A
C
E
S
S
I
D
E
W
A
L
K
A
S
P
H
A
L
T
A
S
P
H
A
L
T
B L D
G
G R
A S
S
S
I
D
E
W
A
L
K
G R
A S
S
B
R
I
S
C
I
V
E
B L D
G
X
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
C
O
N
C
A
S
P
H
A
L
T
C
O
N
C
C
O
N
C
C
A
N
O
P
Y
C
A
N
O
P
Y
F .F
.E
.0
G R
A S
S
G R
A S
A
C
E
S
A
S
P
H
A
L
T
C
O
N
C
C
O
N
C
C
O
N
C
A
S
P
H
A
L
A
C
E
S
B L D
G
T
R
A
I
L
E
R
A S
P H
A L T
R
E
T
A
I
N
I
L
L
R
E
T
A
I
N
I
L
L
X
X
X
X
S
I
D
E
W
A
L
K
F
O
D
F
O
D
C
H
E
C
K
C
O
N
C
S
T
S
T
R
C
P
C B
X
T .C
.3
I.
E
.9
X
W
LEGEND
ASPHALT DEMOLITION
CONCRETE DEMOLITION
FENCE DEMOLITION
UTILITY DEMOLITION
BUILDING DEMOLITION
GRAVEL DEMOLITION
MISCELLANEOUS
STRUCTURE
FULL DEPTH SAW CUT
LIMITS OF DISTURBANCE
date detailed checkeddesigned project contract rev.drawing file
C O
P Y
R I G
B
U R
D
O N
N E
L L
E
N G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
DATEREV.
REVISIONS
DESCRIPTION INIT
TENNESSEE AIR NATIONAL GUARD
MCGHEE TYSON AIRPORT
KNOXVILLE, TENNESSEE
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
95368
Project No. - PSXE999132
W9133L-15-D-0003
134th AIR REFUELING WING
REPLACE 135 MAINTENANCE
HANGAR AND SHOPS
5 6
D
C
A
B
1 2 3 4
E
D
C
A
B
E
5 61 2 3 4
95368CD110.DWG
BUILDING 110 AND 111 DEMOLITION PLAN
CD110 0
D. MUETING
R. BARUTH CHECKER
A1
BUILDING 110 AND 111 DEMOLITION PLAN
SCALE: 1" = 20'
N
20' 40'0
BUILDING 111
DEMOLISH BUILDING 111
REMOVE SIDEWALK
AND STAIRS
REMOVE FENCE
REMOVE ASPHALT
PAVEMENT
REMOVE
SIDEWALK
AND STAIRS
REMOVE
RETAINING
WALLS
SAWCUT CONCRETE
FULL DEPTH AT JOINT
LINE
SAWCUT
FULL DEPTH
BUILDING 110
REMOVE
CONCRETE
PAVEMENT
DEMO GATE
DEMOLISH BUILDING 110
REMOVE
FENCE
REMOVE
ASPHALT
PAVEMENT
NOTE:
1. ALL WORK ON THIS DRAWING TO BE BID AS PART OF OLI
DEMOLISH BLDG 110/111.
2. REGRADE SITE AND SOD THE LIMITS OF ALL DISTURBED
AREAS. SEE CG110.
3. PAVEMENT REMOVAL INCLUDES ALL PAVEMENT AND BASE
LAYERS IN THEIR ENTIRETY.
4. BUILDING DEMOLITION INCLUDES ALL FOOTINGS AND
UTILITY SERVICES IN THEIR ENTIRETY.
5. NO STRUCTURES, FOUNDATIONS, UTILITIES, ETC. SHALL
BE ABANDONED IN PLACE.
APRON
PARKING
REMOVE FENCE
REMOVE
FENCE
REMOVE TRAILERS
AND ALL SUPPORTING
UTILITIES
SAWCUT
FULL DEPTH
REMOVE
ASPHALT
REMOVE
CONCRETE
AIRFIELD
CONCRETE
CANOPY
REMOVE ALL
MECHANICAL
EQUIPMENT
REMOVE OWS
REMOVE MECH
EQUIPMENT EXHAUST
REMOVE
STRIPING
REMOVE
STRIPING
REMOVE
LANDSCAPING
REMOVE CANOPY AND
PAVEMENT BELOW
REMOVE CURB
REMOVE
STAIRS
REMOVE UTILITY CABINET
AND GAS REGULATOR
REMOVE GRAVEL
BORDER
REMOVE LANDSCAPING
REMOVE
EQUIPMENT
AND AWNING
EXISTING
SIDEWALK
TO REMAIN
SAWCUT CONCRETE
FULL DEPTH AT JOINT
LINE
SAWCUT
REMOVE
RETAINING
WALLS
EXISTING
SIDEWALK
X
X
X
X
X
X
X
X
E
E
W
W
W
W
T
T
T
T
T
T
T
T
T
S
T
S
T
S T
S T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
E
T
T
T
T
T
S
S
S
P
V
C
C
O
P
P
E
R
S
T
S
T
S
T
S
T
S
T
S
T
S
T
W
W
T
T
T
T
T
T
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
W
W
W
W
C
O
M
H
E
E
W
W
W
W
S
T
S
T
S
T
E
E
E
E
E
W
W
W
W
W
S
T
S
T
S
T
S
T
E
E
E
E
E
E
E
E
X
X
X
X
X
F
O
D
C
H
E
C
K
S
T
S
T
R
C
P
C B
X
T .C
.3
I.
E
.9
X
W
P
V
C
E
E
E
E
G
W
W
E
E
E
E
G
S
T
E
P
V
C
S A
M H
A B
A N
D O
N E
D
E
E date detailed checkeddesigned project contract rev.drawing file
C O
P Y
R I G
B
U R
D
O N
N E
L L
E
N G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
DATEREV.
REVISIONS
DESCRIPTION INIT
TENNESSEE AIR NATIONAL GUARD
MCGHEE TYSON AIRPORT
KNOXVILLE, TENNESSEE
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
95368
Project No. - PSXE999132
W9133L-15-D-0003
134th AIR REFUELING WING
REPLACE 135 MAINTENANCE
HANGAR AND SHOPS
5 6
D
C
A
B
1 2 3 4
E
D
C
A
B
E
5 61 2 3 4
95368CD111.DWG
BUILDING 110 AND 111
CD111 0
D. MUETING
R. BARUTH CHECKER
UTILITY DEMOLITION PLAN
A1
BUILDING 110 AND 111 UTILITY DEMOLITION PLAN
SCALE: 1" = 20'
N
20' 40'0
NOTE:
1. ALL WORK ON THIS DRAWING TO BE BID AS PART OF OLI
DEMOLISH BLDG 110/111.
2. SEE LEGEND ON CD110.
BUILDING 111
BUILDING 110
CAP WATER LINE
AT PAVEMENT EDGE
REMOVE STORM
LINE AND
STRUCTURES
REMOVE
ELECTRICAL
CABLE/CONDUIT
REMOVE
AND CAP
WATER LINE
REMOVE
GAS LINE
CAP AT
MANHOLE
REMOVE OWS
REMOVE ELECTRICAL CABLE
TO MANHOLE
ABANDON CONDUIT UNDER
THE PARKING LOT
REMOVE COMM
CABLE/CONDUIT
REMOVE
TRANSFORMER AND
CONDUIT/CABLE
LIGHT POLE TO
REMAIN WITH
ELECTRICAL
SERVICE
TRANSFORMER
TO REMAIN
REMOVE ELECTRICAL CABLE
AND CONDUIT
REMOVE SEWER
MANHOLE
REMOVE CONDUITS
REMOVE
INLET
REMOVE 12" SD PIPE
PLUG AT MANHOLE
REMOVE LIGHT POLE
REMOVE SEWER LINE
CAP AT MANHOLE
E
H
A
C
E
S
A
C
E
A
C
E
S
S
I
D
E
W
A
L
K
A
S
P
H
A
L
T
A
S
P
H
A
L
T
B L D
G
G R
A S
S
S
I
D
E
W
A
L
K
G R
A S
S
B
R
I
S
C
I
V
E
F
O
D
C
H
E
C
K
S
T
O
P
W
N 544503.97
E 2561172.87
AIRFIELD SLIDING
GATE 26.00'
N 544689.50
E 2561329.69
LEGEND:
HANGAR FLOOR SLAB CONCRETE
AIRFIELD CONCRETE PAVEMENT
SITE CONCRETE PAVEMENT
AIRFIELD ASPHALT PAVEMENT SHOULDER
SITE ASPHALT PAVEMENT
ROCK LANDSCAPING
GRAVEL PARKING
BASE BID SECURITY FENCE
SEE DETAIL A1 ON CS507
FOR OIL CABLE BARRIER
SIDEWALK
LIMITS OF DISTURBANCE
date detailed checkeddesigned project contract rev.drawing file
C O
P Y
R I G
B
U R
D
O N
N E
L L
E
N G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
DATEREV.
REVISIONS
DESCRIPTION INIT
TENNESSEE AIR NATIONAL GUARD
MCGHEE TYSON AIRPORT
KNOXVILLE, TENNESSEE
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
95368
Project No. - PSXE999132
W9133L-15-D-0003
134th AIR REFUELING WING
REPLACE 135 MAINTENANCE
HANGAR AND SHOPS
5 6
D
C
A
B
1 2 3 4
E
D
C
A
B
E
5 61 2 3 4
95368CS110.DWG
BUILDING 110 AND 111 SITE PLAN
CS110 0
D. MUETING
R. BARUTH CHECKER
A1
BUILDING 110 AND 111 SITE PLAN
SCALE: 1" = 20'
N
20' 40'0
5.00' SIDEWALK ACROSS
OLD DRIVE LANE
NEW SIDEWALK RAMP
SECURITY
FENCE
ACCESS DRIVE
POV PARKING
APRON
5.00' SIDEWALK
MAXIMUM 2" GAP AT
BUILDING CORNER
6" YELLOW CL STRIPE
R
CS506
A1
FOD CHECK
MATCH
EXISTING SIDEWALK
EXISTING LIGHT,
DO NOT DISTURB
SEAL COAT DRIVE
(SEE NOTE 2)
CS505
A1
CS506
C4
NOTES:
1. ALL WORK ON THIS DRAWING TO BE BID AS PART OF OLI DEMOLISH BUILDING
110/111. SEE CD110, CD111, AND CG110.
2. SEAL COAT DRIVE IN ACCORDANCE WITH TENNESSEE DOT STANDARD
SPECIFICATION SECTION 405 TO BE INSTALLED WITH SQUEEGEE NOT TO BE
SPRAYED.
3. SOD LIMITS OF DISTURBED AREA FOR BUILDING 110/111 DEMOLITION WORK.
EXISTING STOP SIGN
MATCH SIDEWALK
AT STAIRS
MATCH EXISTING FENCE
CS504
A1
CS503
D1
REPLACE EXISTING
CROSSWALK AS NEEDED
CS505
A3
CS503
A1
GATE PIN PAD
E
S
T
S T
S T
S T
S
T ST
ST
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
R
C P
R
C
P
S
T
S
T
S
T
S
T
S
T
S
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C
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R
C
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T
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.8
I.
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.9
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S
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S
T
S
T
S
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T
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M
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S A
M H
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.1
I.
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IN
.3
I.
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.5
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.7
C B
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.0
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.1
C B
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.9
I.
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.7
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.8
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IN
.5
N
E
I.
E
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.2
S
E
I.
E
O
U T
.1
S
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.4
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.8
R
C
P
B L D
G
A S
P H
A L T
F
O
D
C
H
E
C
K
S
T
O
P
945.98
946.50
946.50
946.04
945.37
945.89
946.12
945.93
947.00
947.00
946.25
945.09±
MATCH
945.76±
MATCH
946.01±
MATCH
946.00±
MATCH
946.29±
MATCH
945.90±
MATCH
945.00±
MATCH
942.00±
MATCH
942.00±
MATCH
948.28±
MATCH
946.76±
MATCH
947.00±
MATCH
955.00±
MATCH
955.01±
MATCH
946.21±
MATCH
946.00±
MATCH
945.82±
MATCH
945.24±
MATCH
944.59±
MATCH
EXISTING LIGHT POLE
DO NOT DISTURB
EXISTING TRANSFORMER
DO NOT DISTURB
LOWER EXISTING SANITARY
MANHOLE TO MATCH FINAL GRADE
954.07±
MATCH
954.00±
MATCH
957.56±
MATCH
956.94±
MATCH
EXISTING CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SURFACE SLOPE
PROPOSED SPOT ELEVATION
GRADING LEGEND:
EXISTING SPOT ELEVATION
-0.50%
TEMPORARY STABILIZED
CONSTRUCTION ACCESS ROAD
SILT FENCE
STORM INLET
PROTECTION
FINISH FLOOR ELEVATIONFF=66.00
RIP RAP
DITCH CHECK
SF
SF
18" SD RCP
LIMITS OF DISTURBANCE
ROCK
CHECK DAM
RCP WITH
FLARED END
SECTION
date detailed checkeddesigned project contract rev.drawing file
C O
P Y
R I G
B
U R
D
O N
N E
L L
E
N G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
DATEREV.
REVISIONS
DESCRIPTION INIT
TENNESSEE AIR NATIONAL GUARD
MCGHEE TYSON AIRPORT
KNOXVILLE, TENNESSEE
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
95368
Project No. - PSXE999132
W9133L-15-D-0003
134th AIR REFUELING WING
REPLACE 135 MAINTENANCE
HANGAR AND SHOPS
5 6
D
C
A
B
1 2 3 4
E
D
C
A
B
E
5 61 2 3 4
95368CG110.DWG
BUILDING 110 & 111 GRADING PLAN
CG110 0
D. MUETING
R. BARUTH CHECKER
N
20' 40'0
NOTES:
1. SEE GENERAL GRADING NOTES ON CG100.
2. ALL WORK ON THIS PAGE TO BE BID AS PART OF OLI - DEMOLISH
BLDG 110/111.
3. ALL DISTURBED AREAS FOR WORK ASSOCIATED WITH THE
DEMOLITION OF BLDG 110/111 SHALL BE COVERED WITH SOD.
KC-135
APRON
A1
BUILDING 110 & 111 GRADING PLAN
SCALE: 1" = 20'
MECH
COMM
FUEL CELL
HANGAR BAY
26' - 6" 13' - 6" 159' - 9" 14' - 8" 25' - 1"
9'
7'
207' - 6"
BLADDER
ROOM
FC
OFFICE
SCRUB/
LAUNDRY
MEN'S
LOCKER
WOMEN'S
LOCKER
WOMEN'S
TOILET
TIRE SHOP
R&R
R&R
OFFICE
R&R
SHOWER
R&R
TOILET
EE
BOTTLE
BATTERY
MECH
COMM BREAK ROOM
H/Pn
H/Pn ROOM
MECH ROOM
TOOL
ACCESSORY
SUPERVISOR
H/Pn
OFFICE
EE
OFFICE
WOMEN'S
SHOWER
MEN'S
SHOWER
EXISTING CONDITIONS SHOWN ON DRAWINGS ARE FOR INFORMATIONAL
PURPOSES ONLY AND DO NOT SHOW ALL CONDITIONS THAT MAY AFFECT
THE WORK OF THIS CONTRACT. FIELD VERIFY ALL EXISTING CONDITIONS.
CONTRACTING OFFICER SHALL BE NOTIFIED IMMEDIATELY OF ANY
DISCREPANCIES DETRIMENTAL TO THE PROPER EXECUTION OF NEW
CONSTRUCTION. DIMENSIONS SHOWN ON PLANS TO BE FIELD VERIFIED
ALL DEMOLITION WORK SHALL COMPLY WITH APPLICABLE BUILDING CODE AND
ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS, ORDINANCES, AND
REGULATIONS. SEE CODE SUMMARY SHEET FOR APPLICABLE BUILDING CODE.
REMOVE EXISTING CONSTRUCTION TO THE EXTENT INDICATED ON THE
DRAWINGS. PROTECT ALL OTHER EXISTING STRUCTURES ON ADJACENT
PROPERTIES FROM DAMAGE THROUGHOUT CONSTRUCTION. SHOULD ANY
DAMAGE OCCUR TO ANY EXISTING STRUCTURES ON ADJACENT PROPERTIES
OR EXISTING STRUCTURES TO REMAIN ON SITE, REPAIR THE DAMAGE TO THE
SATISFACTION OF THE CONTRACTING OFFICER.
ALL WORK MUST BE COORDINATED WITH THE CONTRACTING OFFICER WITH
REGARD TO SCHEDULE AND DISRUPTION OF BUSINESS OPERATIONS.
ALL DEMOLITION WORK SHALL BE COORDINATED WITH THE OTHER WORK OF THIS
PROJECT AS OUTLINED IN THE DOCUMENTS. ANY DISCREPANCIES NOTED WHICH
WILL IMPACT THE SCHEDULE FOR CONSTRUCTION SHALL BE BROUGHT TO THE
IMMEDIATE ATTENTION OF THE CONTRACTING OFFICER FOR RESOLUTION.
DO NOT INTERRUPT EXISTING UTILITIES, EXCEPT WHEN AUTHORIZED IN WRITING
BY AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING
INTERRUPTIONS TO EXISTING UTILITIES, AS ACCEPTABLE TO GOVERNING
AUTHORITIES.
PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO
PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDING AREAS TO
REMAIN.
BUILDING 110 AND BUILDING 111 SHALL BE DEMOLISHED ENTIRELY, INCLUDING
BUT NOT LIMITED TO, THE REMOVAL OF THE COMPLETE STRUCTURE, FOOTINGS,
FOUNDATIONS, AND ALL MECHANICAL, ELECTRICAL, PLUMBING AND FIRE
PROTECTION, ETC., BID OPTION OCLIN 10. IF BID OPTION OCLIN 10 IS AWARDED
THIS BUILDING SHALL BE DEMOLISHED AFTER BENEFICIAL OCCUPANCY + 60 DAYS
FOR SHOP/EQUIPMENT RELOCATION TO NEW HANGAR FACILITY.
SEE CIVIL DEMOLITION DRAWINGS FOR LIMITS OF DEMOLITION.
SEE DEMOLITION SPECIFICATION 02 41 00.
DISPOSE OF ALL REMAINING FURNITURE AND SHOP FIXTURES.
EXISTING DRAWINGS OF BUILDING 110 AND BUILDING 111 ARE INCLUDED AS
APPENDIX FOR ADDITIONAL INFORMATION OF THESE BUILDINGS THAT ARE TO BE
DEMOLISHED.
SEE ASBESTOS REPORT AND ASBESTOS MANAGEMENT PLAN (PREPARED BY
OTHERS), INCLUDED AS APPENDIX FOR ADDITIONAL INFORMATION
THERE IS LEAD AND ASBESTOS WITHIN BUILDINGS 110 AND 111. LEAD IS ON THE
SIDE PANELS AND ROOF. LEAD WILL NOT BE ABATED BUT WILL BE RECYCLED
ACCORDING TO APPLICABLE RULES, CODES AND REGULATIONS. REFER TO
PROJECT SPECIFICATIONS AND ASBESTOS MANAGEMENT PLAN PREVIOUSLY
COMPLETED FOR BUILDINGS 110 AND 111
GENERAL FLOOR PLAN DEMOLITION NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
STORAGE RM BREAK RM
OFFICE
INSTRUMENT AUTO/
PILOT SECTION
NAVIGATION
SHOP
TRAINING
RM
COMMUNICATION
SHOP
CLOSET
LOCKER
RM
LATRINESTORAGE
75' - 0"
5 6
D
C
A
B
1 2 3 4
E
D
C
A
B
E
5 61 2 3 4 date detailed checkeddesigned project contract rev.drawing fileC O
P Y
R
IG
B
U R
N S
A N
D M c D
O N
N E
L L E
N G
IN
E
E R
IN
G
C O
M P
A N
Y
IN
C
C
DATEREV.
REVISIONS
DESCRIPTION INIT
TENNESSEE AIR NATIONAL GUARD
MCGHEE TYSON AIRPORT
KNOXVILLE, TENNESSEE
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
95368
Project No. - PSXE999132
W9133L-15-D-0003
134 th AIR REFUELING WING
REPLACE 135 MAINTENANCE
HANGAR AND SHOPS
Project No.
AD001
BUILDING 110 AND BUILDING 111
DEMOLITION PLANS
11/21/17
L.COLE D. SCOTT
B. AMES
SCALE: 1/16" = 1'-0"A1
OVERALL DEMOLITION PLAN - BLDG 111
SCALE: 1/16" = 1'-0"A4
DEMO PLAN BLDG 111 MEZZANINE
N
0 8' 16' 32' 0 8' 16' 32'
SCALE: 1/16" = 1'-0"D1
OVERALL DEMOLITION PLAN - BLDG 110
0 8' 16' 32'
N
0 7/12/19 ISSUED FOR CONSTRUCTION KLM
7/12/2019
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
5 6
D
C
A
B
1 2 3 4
E
D
C
A
B
E
5 61 2 3 4 date detailed checkeddesigned project contract rev.drawing fileC O
P Y
R
IG
B
U R
N S
A N
D M c D
O N
N E
L L E
N G
IN
E
E R
IN
G
C O
M P
A N
Y
IN
C
C
DATEREV.
REVISIONS
DESCRIPTION INIT
TENNESSEE AIR NATIONAL GUARD
MCGHEE TYSON AIRPORT
KNOXVILLE, TENNESSEE
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
95368
Project No. - PSXE999132
W9133L-15-D-0003
134 th AIR REFUELING WING
REPLACE 135 MAINTENANCE
HANGAR AND SHOPS
Project No.
AD002
BUILDING 110 AND BUILDING 111
DEMOLITION AERIALS
11/22/17
L.COLE D. SCOTT
B. AMES
NTSSCALE:D3
SOUTH VIEW
NTSSCALE:B2
WEST VIEW
NTSSCALE:D1
NORTH VIEW
DEMOLITION NOTES:
1. BUILDING 110 AND BUILDING 111 SHALL BE DEMOLISHED ENTIRELY,
INCLUDING REMOVAL OF THE COMPLETE STRUCTURE, FOOTINGS,
FOUNDATIONS, AND ALL MECHANICAL, ELECTRICAL, PLUMBING AND FIRE
PROTECTION, ETC.
2. SEE CIVIL DEMOLITION DRAWINGS FOR LIMITS OF DEMOLITION.
3. SEE DEMOLITION SPECIFICATION 02 41 00.
4. SEE ASBESTOS REPORT AND ASBESTOS MANAGEMENT PLAN
(PREPARED BY OTHERS), INCLUDED AS APPENDIX FOR ADDITIONAL
INFORMATION
5. EXISTING DRAWINGS OF BUILDING 110 AND BUILDING 111 ARE
INCLUDED AS APPENDIX FOR ADDITIONAL INFORMATION OF THESE
BUILDINGS THAT ARE TO BE DEMOLISHED.
0 7/12/19 ISSUED FOR CONSTRUCTION KLM
7/12/2019
File details come from the government source that posted it. Updated .