A8- Drawings Demo and Pavment BLDG 723_9.4.2024.pdf
PDF 22 MB Posted
- Attached to
- Fire Hydrants-Site Lighting-Demo B723
- Solicitation number
- W50S97-24-B-0005
- Issued by
-
Department of the Army National Guard
About this file
This document is a pre-solicitation notice for a federal construction contract opportunity. The U.S. Army National Guard is seeking bids for services to provide construction and repair of fire hydrants, fire valves, water piping, 19 light poles with 21 lights and associated conduit with wire, and demolition of an 11,000 square foot building with parking lot paving and fencing installation at Berry Field Air National Guard Base in Nashville, TN. The contract is set aside 100% for small businesses under NAICS code 236220, with a magnitude between $500,000 and $1,000,000. The pre-bid conference is on August 30, 2024, and the bid opening is on September 15, 2024. The contract duration is 180 days after notice to proceed. The solicitation will also include optional line items for additional construction and demolition work. Interested offerors must be registered in the System for Award Management (SAM).
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D E
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N N
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U A
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V I L
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I .A
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D R
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SC
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IP
T
IO
N D
A T
E
T
H
W
I N
G
T A
N G
CONCRETE
PLAN
CONCRETE
SECTION
MATERIALS LEGEND
ELEVATIONS
ABBREVIATIONS
EXIST
FLR
FIN
EXT
EXP
ELEV
ELEC
EJ
FINISH(ED)
FLOOR
EXPANSION
ELEVATION
ELECTRIC
EXTERIOR
EXISTING
EXPANSION JOINT
DWG
DTL
CONT
CONC
DN
DRAWING
CONTINUOUS
CONCRETE
DETAIL
DOWN
NOT TO SCALE
NOT IN CONTRACT
MISCELLANEOUS
INSIDE DIAMETER
NTS
NIC
MISC
HT
ID
HEIGHT
LOCATION OF TENNESSEE AIR NATIONAL GUARD
VICINITY MAP BASE MAP
APPROVAL SIGNATURE BLOCK
PLAN REVIEW DATA
SECTION SIGNATURE DATE
WING COMMANDER
BASE CIVIL ENGINEER
USING AGENCY
SAFETY
FIRE DEPARTMENT
PROJECT ENGINEER
ENVIRONMENTAL
SECURITY POLICE
COMMUNICATIONS
REVISIONS
DESCRIPTION DATE
TENNESSEE AIR NATIONAL GUARD
118th WING
NASHVILLE I.A.P. TN
DEMOLITION AND PAVING BLDG 723
OPTIONS
WING ATO
N/A
N/A
N/A
DESCRIPTIONS
N/A
CS.0
SHEET-1.0
SHEET-2.0
SHEET-3.0
BKTZ - 239011
SHEET-4.0
B K
T Z
SHEET-5.0 ELECTRICAL PLAN AND DETAILS
DEMOLITION AND NEW PAVEMENT SITE PLAN
F.H.# 7
N 27^30'20"W
157.51'
N75^56'15"W134.14'
N
^4 9'
"E
238.02'
S69^23'39"E 236.65'
N
^4 1'
"E
.4 0'
L10
S71^52'03"W 188.92'
N
^0 3'
"E
.1 0'
=69^35'12" R=410.74' L=498.85' T=285.40'
CH=S61^15'08"E
468.75'
N62^07'14"W 1345.00'
N 04^54'14"E
533.26'
L1 C
C
L7
PILOT LANE
PA
V
E D
D R
IV
E
E X
IST
.6' C
H A
IN
-L
IN
K
FE
N
C E
PAVED PARKING LOT
PAVED PARKING LOT
E X
IST
6' C
H A
IN
-L
IN
K
FE
N
C E
TAXIWAY
9' C
H A
IN
LI
N K
F
EN
C E
9' CHAINLINK FENCE
MURFREESBORO ROAD
6' C H
A
IN
L
IN
K
FE
N C
E
6' C H
A
IN
L
IN
K
FE
N C
E
6' CHAINLINK FENCE & EDGE OF PAVEMENT
(US HWY. 41 & 70S)
D O
N
EL
SO
N
P
IK
E
D O
N E
L
SO
N P
IK
E
K N
A
PP B
LV
D
H A
N G
E R
L A
N E
SECURITY LINE
SECURITY LINE
SECURITY LINE
SE
C
U R
IT
Y
L
IN
E
ASPHALT
ASPHALT
A
SPH
A
LT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
A
SPH
A
LT
ASPHALT
ASPHALT
SUBSTATION
S18^55'38"E
249.44'
04^53'04"E
202.89'
04^54'29"E
287.60'
TRENCH
DRAIN
IRON
SPIKE
IRON
SPIKE
IRON
SPIKE
SE
R
V
IC
E
IS
LA
N
D
C B
CB
C B
C B
C B
GUARDRAIL ON CONCRETE WALL
ASPHALT
ASPHALT
BLDG
ASPHALT
ASPHALT
ASPHALT
BLDG
ASPHALT
ASPHALT
BLDG
ASPHALT
BLDG
BLDG
BLDG
BLDG
ASPHALT PATHWAY
A
SPH
A L
T
PA
T H
W A
Y
A
SPH
A
LT PA
TH
W
A Y
ASPHALT PATHWAY
ASPHALT PATHWAY
ASPHALT
ASPHALT PATHW
AY
A
SPH
A L
T
PA
T H
W A
Y
A
SPH
A L
T
A
SP
H A
LT
ASPHALT PATHWAY
36" OFF
WALL
BLDG
Geodetic Marker
E 1,768,908.31 N 648,342.70
BLDG
ASPHALT
A
SPH
A
LT
ASPHALT
ASPHALT
LIGHT
POLE
#29
METAL LIGHT
POLE
METAL LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
LIGHT
LIGHT
LIGHT
BLDG
METAL
POLE
V A
R . 1.6 W
F.H.#18
F.H.# 4
F.H.#2
F.H.#1
F.H.#3
F.H.# 6
F.H.# 5
F.H.# 9
F.H.#8
F.H.#13
F.
H
F.H.#15
F.H.#10
S08^27'20"E 216.16'
S12^53'03"E
154.13'
L
L5
C
L3 L
N62^40'43"W 308.68'
S2 4^
'4
3" W
.5 4'
BLDG
BLDG
GATE
ASPHALT
GATE
W R
O U
G H
T
IR
O N
F
EN
C E
7' C
H A
IN
LI
N K
F
EN
C E
GATE
DOWN
SEWERAGE
PUMPING STATION
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
WOOD
POLE
WOOD
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
POLE
UTILITY
POLE
WASTE SOLV.TANK
3"
4"
CO
3"
8"
N
^4 1'
"E
5.
C1
N83^57'16"E 684.09'
WOOD BRIDGE
F.H.#17
WOOD
POLE
WOOD
POLE
BLDG
ASPHALT
A
SP
H A
L T
BLDG
LIGHT
POLE
UTILITY
POLE
UTILITY
ALERT
SPEAKER
ALERT
SPEAKER
N O
PA
R
K
IN
G
2087.00-SQFT
231.89-SQYDS
SECTION (H)
16058.87-SQFT
1784.32-SQYDS
SECTION (H)
BLDG
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
Old Knapp Blvd.
GATE
F.H.#22
GATE
GATE
GATE
GATE
ASPHALT
ASPHALT
Gen.
Gen.
ASPHALT
LIGHT
POLE
CAMERA POLE
F.H.#23
POLE
LIGHT
POLE
LIGHT
292832
LIGHT
POLE
UTILITY
POLE
WOOD
POLE
WOOD
POLE
UTILITY
POLE
UTILITY
POLE
Gen.
LIGHT POLE
UTILITY
POLE
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
POLE
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
WOOD
WOOD
UTILITY
POLE
WOOD
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
WOOD
WOOD
WOOD
WOOD
METAL
UTILITY
POLE
METAL
WOOD
WOOD
WOOD
WOOD
METAL
METAL
METAL
METAL
UTILITY
POLE
POLE
UTILITY
METAL
METAL
METAL
METAL
METAL
LIGHT
POLE
METAL
METAL
METAL
POLE
METAL
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
METAL
METAL
WOOD
#01
#02
#03
#04
#05
#06
#01
#12
#13
#7
#17 #18
#22
#19
#23
#20
#24
#25
#26
#30
#31
#32
#33
#36
#37
#38
#39
#40
#42
#43
#44
#45
#46
#41
#47
POLE
WOOD
#48
#49
LIGHT
POLE
WOOD
UTILITY
POLE
#21
WOOD
WOOD
BLDG
LIGHT
POLE
METAL
LIGHT
POLE
METAL
UTILITY
POLE
METAL
#3
#4
UTILITY
POLE
METAL
#5
ASPHALT
METAL
#3
F.H.#11
TRAFFIC
LIGHT
UTILITY
POLE
METAL
GUIDE
POLE
WOOD
GUIDE
POLE
WOOD
EYE WASH
LIGHT
#01
#02
GATE CONTROLS
#12
#17
#18
#19
#20
#22
#23
#61
#24
#25
#27
#28
#29
#30
#31
#32
#33
#34
#35
#36
#37
#38
#39
#40
#41
LIGHT
POLE
METAL
#42
#43
#44
#45
#47
#56
#55
#54
#53
#52
#58
#59
#60
#57
#61
#62
CAMERA POLE
FLAG
POLES
WOOD BRIDGE
WOOD BRIDGE
GATE
#26
LIGHT
FAA ADMIN BLDG TRAFFIC
LIGHT
GATE
GATE
Gen.
Gen.
A
A
IR
L
IN
E 3/
4"
Coldwater 3/4"
TIRE
SHREDDER
TIRE
SHREDDER
CREEK
C R
E E
K
CREEK
CREEK
C R
E E
K
CREEK
C R
E E
K
C R
E E
K
CREEK
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT
POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
F.H.#12
SPEEDBUMP
BASE SIGN
BASE SIGN
TANG
BASE SIGN
TANG
LIGHT
POLE
METAL
LIGHT
POLE
METAL
LIGHT
POLE
METAL
LIGHT
POLE
METAL
#04
#05
#06
#07
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
GATE
G A
TE
GATE
GATE
G A
TE
GATE
GATE
GATE
ASPHALT
A
SPH
A
LT
ASPHALT
ASPHALT
ASPHALT
A
SPH
A L
T
PA
T H
W A
Y
A
SPH
A
LT PA
TH
W
A Y
A
SPH
A L
T
PA
T H
W A
Y
ASPHALT
ASPHALT PATHWAY
A
SP
H A
LT
P
A
TH
W A
Y
ASPHALT
A
SP
H A
LT
P
A
TH
W A
Y
ASPHALT PATHWAY
A
SP
H A
L T
P A
T H
W A
Y
A
SPH
A
LT
ASPHALT
A
SPH
A
LT
ASPHALT PATHW
AY
ASPHALT
ASPHALT
S14^00'41"W 156.01'
N O
PA
R
K
IN
G
BLDG
BLDG
E
NW
SW
NE
SE
S
W
GATE
GATE
GATE
BLDG
GATE
HAZMAT
STORAGE
PIEDMONT #
ANTI-RAM FENCE
A N
TI
-R
A M
F
EN
C E
ANTI-RAM FENCE
ANTI-RAM FENCE
ANTI-RAM FENCE
SP
E
E D
B U
M P
KNAPP BLVD.
CAPPED
CAPPED
GA
S M
ET
ER
BLDG
A
SP
H A
LT
LIGHT
POLE
METAL
LIGHT
POLE
METAL
LIGHT
POLE
METAL
LIGHT
POLE
METAL
LIGHT
POLE
METAL
LIGHT
POLE
METAL
#71
#66
#67
#68
#69
#70
LIGHT
POLE
METAL
#72
COMM.
COMM.
VAULT -2
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM. COMM.
COMM.
VAULT-3
VAULT-1
VAULT-6
VAULT- 5
VAULT-8
VAULT-9
VAULT-7
VAULT-10
VAULT-11
VAULT-12
VAULT-13
VAULT-14
VAULT-15
VAULT-16
VAULT-17
VAULT
VAULT
VAULT-19
VAULT-18
VAULT-20
VAULT
COMM.
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
CB
CB
CB
CBCBCB
GATE
GATE
BLDG
GATE
CAPPED
ASPHALT
ASPHALT
ASPHALT PATHWAY
C A
PP
E
D
CAPPED
BLDG
BLDG
INDEX OF DRAWINGS
SHEET-CS.0 COVER SHEET - DEMOLITION AND PAVING BLDG 723
PROJECT LOCATION
F.H.# 7
N 27^30'20"W
157.51'
N75^56'15"W134.14'
N
^4 9'
"E
238.02'
S69^23'39"E 236.65'
N
^4 1'
"E
.4 0'
L10
S71^52'03"W 188.92'
N
^0 3'
"E
.1 0'
=69^35'12" R=410.74' L=498.85' T=285.40'
CH=S61^15'08"E
468.75'
N62^07'14"W 1345.00'
N 04^54'14"E
533.26'
L1 C
C
L7
PILOT LANE
PA
V
E D
D R
IV
E
E X
IST
.6' C
H A
IN
-L
IN
K
FE
N
C E
PAVED PARKING LOT
PAVED PARKING LOT
E X
IST
6' C
H A
IN
-L
IN
K
FE
N
C E
TAXIWAY
9' C
H A
IN
LI
N K
F
EN
C E
9' CHAINLINK FENCE
MURFREESBORO ROAD
6' C H
A
IN
L
IN
K
FE
N C
E
6' C H
A
IN
L
IN
K
FE
N C
E
6' CHAINLINK FENCE & EDGE OF PAVEMENT
(US HWY. 41 & 70S)
D O
N
EL
SO
N
P
IK
E
D O
N E
L
SO
N P
IK
E
K N
A
PP B
LV
D
H A
N G
E R
L A
N E
SECURITY LINE
SECURITY LINE
SECURITY LINE
SE
C
U R
IT
Y
L
IN
E
ASPHALT
ASPHALT
A
SPH
A
LT
ASPHALT
A
SP
H A
L T
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
A
SPH
A
LT
ASPHALT
ASPHALT
SUBSTATION
S18^55'38"E
249.44'
04^53'04"E
202.89'
04^54'29"E
287.60'
TRENCH
DRAIN
IRON
SPIKE
IRON
SPIKE
IRON
SPIKE
SE
R
V
IC
E
IS
LA
N
D
C B
C B
CB
CB
C B
CB
GUARDRAIL ON CONCRETE WALL
ASPHALT
ASPHALT
BLDG
ASPHALT
ASPHALT
ASPHALT
BLDG
ASPHALT
ASPHALT
BLDG
ASPHALT
BLDG
BLDG
BLDG
BLDG
ASPHALT
ASPHALT
ASPHALT PATHWAY
A
SPH
A L
T
PA
T H
W A
Y
A
SPH
A
LT PA
TH
W
A Y
ASPHALT PATHWAY
ASPHALT PATHWAY
ASPHALT
ASPHALT PATHW
AY
A
SPH
A L
T
PA
T H
W A
Y
A
SPH
A L
T
A
SP
H A
LT
ASPHALT PATHWAY
36" OFF
WALL
BLDG
Geodetic Marker
Geodetic Marker
E 1,769,341.47 N 648,232.94
E 1,768,908.31 N 648,342.70
BLDG
ASPHALT
A
SPH
A
LT
ASPHALT
ASPHALT
LIGHT
POLE
#29
METAL LIGHT
POLE
METAL LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
LIGHT
LIGHT
LIGHT
BLDG
METAL
POLE
V A
R . 1.6 W
F.H.#18
F.H.# 4
F.H.#2
F.H.#1
F.H.#3
F.H.# 6
F.H.# 5
F.H.# 9
F.H.#8
F.H.#19
F.H.#21
F.H.#13
F.
H
F.H.#15
F.H.#10
GATE
F.H.#20
S08^27'20"E 216.16'
S12^53'03"E
154.13'
L
L5
C
L3 L
N62^40'43"W 308.68'
S2 4^
'4
3"
.5 4'
BLDG
BLDG
GATE
ASPHALT
GATE
W R
O U
G H
T
IR
O N
F
EN
C E
7' C
H A
IN
LI
N K
F
EN
C E
GATE
DOWN
SEWERAGE
PUMPING STATION
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
WOOD
POLE
WOOD
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
POLE
UTILITY
POLE
WASTE SOLV.TANK
3"
4"
CO
3"
8"
RAMP DN
R A
M P
D N
RAMP DN
N
^4 1'
"E
5.
C1
N83^57'16"E 684.09'
WOOD BRIDGE
F.H.#17
WOOD
POLE
WOOD
POLE
BLDG
ASPHALT
A
SP
H A
L T
BLDG
LIGHT
POLE
UTILITY
POLE
UTILITY
ALERT
SPEAKER
ALERT
SPEAKER
N O
PA
R
K
IN
G
2087.00-SQFT
231.89-SQYDS
SECTION (H)
16058.87-SQFT
1784.32-SQYDS
SECTION (H)
BLDG
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
Old Knapp Blvd.
GATE
F.H.#22
GATE
GATE
GATE
GATE
ASPHALT
ASPHALT
Gen.
Gen.
ASPHALT
LIGHT
POLE
CAMERA POLE
F.H.#23
POLE
LIGHT
POLE
LIGHT
292832
LIGHT
POLE
UTILITY
POLE
WOOD
POLE
WOOD
POLE
UTILITY
POLE
UTILITY
POLE
Gen.
LIGHT POLE
UTILITY
POLE
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
POLE
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
WOOD
WOOD
UTILITY
POLE
WOOD
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
WOOD
WOOD
WOOD
WOOD
METAL
UTILITY
POLE
METAL
WOOD
WOOD
WOOD
WOOD
METAL
METAL
METAL
METAL
UTILITY
POLE
POLE
UTILITY
METAL
METAL
METAL
METAL
METAL
LIGHT
POLE
METAL
METAL
METAL
METAL
METAL
METAL
POLE
METAL
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
METAL
METAL
WOOD
#01
#02
#03
#04
#05
#06
#01
#12
#13
#7
#17 #18
#22
#19
#23
#20
#24
#25
#26
#30
#31
#32
#33
#34
#35
#36
#37
#38
#39
#40
#42
#43
#44
#45
#46
#41
#47
POLE
WOOD
#48
#49
LIGHT
POLE
WOOD
UTILITY
POLE
#21
WOOD
WOOD
BLDG
LIGHT
POLE
METAL
LIGHT
POLE
METAL
UTILITY
POLE
METAL
#3
#4
UTILITY
POLE
METAL
#5
ASPHALT
METAL
#3
F.H.#11
TRAFFIC
LIGHT
UTILITY
POLE
METAL
GUIDE
POLE
WOOD
GUIDE
POLE
WOOD
EYE WASH
LIGHT
#01
#02
GATE CONTROLS
#12
#17
#18
#19
#20
#22
#23
#61
#24
#25
#27
#28
#29
#30
#31
#32
#33
#34
#35
#36
#37
#38
#39
#40
#41
LIGHT
POLE
METAL
#42
#43
#44
#45
#46
#47
#48
#49
#50
#51
#56
#55
#54
#53
#52
#58
#59
#60
#57
#61
#62
CAMERA POLE
FLAG
POLE
FLAG
POLE
FLAG
POLES
WOOD BRIDGE
WOOD BRIDGE
GATE
LIGHT
POLE
METAL
#63
LIGHT
POLE
METAL
#64
#26
LIGHT
FAA ADMIN BLDG TRAFFIC
LIGHT
GATE
GATE
Gen.
Gen.
A
A
IR
L
IN
E 3/
4"
Coldwater 3/4"
TIRE
SHREDDER
TIRE
SHREDDER
CREEK
C R
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K
CREEK
CREEK
C R
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K
CREEK
C R
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K
C R
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K
CREEK
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
LIGHT
POLE
WOOD
CANTILEVER
LIGHT POLE
WOOD
CANTILEVER
F.H.#12
SPEEDBUMP
SPEEDBUMP
BASE SIGN
BASE SIGN
TANG
BASE SIGN
TANG
LIGHT
POLE
METAL
LIGHT
POLE
METAL
LIGHT
POLE
METAL
LIGHT
POLE
METAL
#04
#05
#06
#07
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
GATE
G A
TE
GATE
GATE
G A
TE
GATE
GATE
GATE
ASPHALT
A
SPH
A
LT
ASPHALT
ASPHALT
ASPHALT
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SP
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A
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ASPHALT PATHWAY
A
SP
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P
A
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W A
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ASPHALT
A
SP
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P
A
TH
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ASPHALT PATHWAY
A
SP
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W A
Y
A
SPH
A
LT
ASPHALT
A
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A
LT
ASPHALT PATHW
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ASPHALT
ASPHALT
S14^00'41"W 156.01'
N O
PA
R
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IN
G
BLDG
BLDG
E
NW
SW
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SE
S
W
GATE
GATE
GATE
GATE
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STORAGE
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C E
SP
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SP
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SP
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B U
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KNAPP BLVD.
CAPPED
CAPPED
GA
S M
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ER
BLDG
A
SP
H A
LT
LIGHT
POLE
METAL
LIGHT
POLE
METAL
LIGHT
POLE
METAL
LIGHT
POLE
METAL
LIGHT
POLE
METAL
LIGHT
POLE
METAL
#71
#66
#67
#68
#69
#70
LIGHT
POLE
METAL
#72
COMM.
COMM.
VAULT -2
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
COMM. COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
VAULT-3
VAULT-1
VAULT-6
VAULT- 5
VAULT-8
VAULT-9
VAULT-7
VAULT-10
VAULT-11
VAULT-12
VAULT-13
VAULT-14
VAULT-15
VAULT-16
VAULT-17
VAULT
VAULT
VAULT-19
VAULT-18
VAULT-20
VAULT
COMM.
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
COMM.
VAULT
CB
CB
CB
CBCBCB
GATE
GATE
BLDG
GATE
CAPPED
ASPHALT
ASPHALT
ASPHALT PATHWAY
ASPHALT PATHWAY
C A
PP
E
D
CAPPED
BLDG 801
BLDG
BLDG
BLDG
BLDG
PAVING LOCATION
DEMOLITION AND
BLDG 723
NEW SECURITY FENCE INSTALLATION AND SPECIFICATIONS
PAVING AND STRIPING DETAILS
NEW PARKING LOT STRIPING AND SIGNAGE.
SHEET-6.0 SITE UTILITIES
AutoCAD SHX Text
118TH CIVIL ENGINEER SQUADRON
AutoCAD SHX Text
TENNESSEE
AutoCAD SHX Text
GUARD
AutoCAD SHX Text
NATIONAL
AutoCAD SHX Text
AIR
AutoCAD SHX Text Phone (615) 660-8695 / Fax (615) 660-8736
AutoCAD SHX Text 240 Knapp Blvd, Bldg 810, Nashville, Tennessee 37217
AutoCAD SHX Text
DOWNTOWN
AutoCAD SHX Text
NASHVILLE
AutoCAD SHX Text McGAVOCK ROAD
AutoCAD SHX Text
INTERSTATE 24
AutoCAD SHX Text
VULTEE
AutoCAD SHX Text
TO
AutoCAD SHX Text
DOWNTOWN
AutoCAD SHX Text
NASHVILLE
AutoCAD SHX Text
TO
AutoCAD SHX Text
DOWNTOWN NASHVILLE
AutoCAD SHX Text
MURFREESBORO PIKE (112' WIDE)
AutoCAD SHX Text
PILOT DRIVE
AutoCAD SHX Text
DONELSON
AutoCAD SHX Text
PIKE
AutoCAD SHX Text
HARDING ROAD
AutoCAD SHX Text
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AutoCAD SHX Text
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MCGAVOCK PIKE
AutoCAD SHX Text
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AutoCAD SHX Text
PARRY DR.
AutoCAD SHX Text
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MCGAVOCK PIKE
AutoCAD SHX Text
MCGAVOCK PIKE
AutoCAD SHX Text
CURRY RD.
AutoCAD SHX Text
SCHOOL LANE
AutoCAD SHX Text
CUMMINS DR.
AutoCAD SHX Text
CONVAIR DR.
AutoCAD SHX Text
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PORTVIEW DR.
AutoCAD SHX Text McGAVOCK PIKE
AutoCAD SHX Text H
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text D
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text
MCGAVOCK PIKE
AutoCAD SHX Text
XX
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AutoCAD SHX Text
KNAPP BLVD.
AutoCAD SHX Text
MURFREESBORO ROAD
AutoCAD SHX Text
COUCHVILLE PIKE
AutoCAD SHX Text
XX
AutoCAD SHX Text
XX
AutoCAD SHX Text
XX
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
SERVICE ROAD
AutoCAD SHX Text
KNAPP BLVD.
AutoCAD SHX Text
DONELSON PIKE
AutoCAD SHX Text
ALSF II ACCESS ROAD
AutoCAD SHX Text
EZELL RD (33' WIDE)
AutoCAD SHX Text
XX
AutoCAD SHX Text
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AutoCAD SHX Text I
AutoCAD SHX Text W
AutoCAD SHX Text D
AutoCAD SHX Text E
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REEDWOOD DRIVE
AutoCAD SHX Text McCRORY CREEK RD
AutoCAD SHX Text K
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text B
AutoCAD SHX Text L
AutoCAD SHX Text V
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
PIKE
AutoCAD SHX Text
DON
AutoCAD SHX Text
CORPOREX
AutoCAD SHX Text
PIKE
AutoCAD SHX Text
COUCHVILLE
AutoCAD SHX Text
ELSON
AutoCAD SHX Text
BUSINESS
AutoCAD SHX Text
PARK
AutoCAD SHX Text
MURFREESBORO ROAD
AutoCAD SHX Text I
AutoCAD SHX Text D
AutoCAD SHX Text E
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AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text C
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AutoCAD SHX Text W
AutoCAD SHX Text
PLACE
AutoCAD SHX Text
DONELSON PIKE
AutoCAD SHX Text
AIRPARK CENTER DR. (50' WIDE)
AutoCAD SHX Text
XX
AutoCAD SHX Text
XX
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MURFREESBORO
AutoCAD SHX Text
TO
AutoCAD SHX Text
DONELSON
AutoCAD SHX Text
PIKE
AutoCAD SHX Text
XX
AutoCAD SHX Text
AIRPORT SERVICE ROAD
AutoCAD SHX Text
AIRPORT SERVICE ROAD
AutoCAD SHX Text N
AutoCAD SHX Text
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AutoCAD SHX Text I
AutoCAD SHX Text V
AutoCAD SHX Text E
AutoCAD SHX Text
BRILEY PARKWAY
AutoCAD SHX Text
CORPORATE DRIVE
AutoCAD SHX Text B
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text D
AutoCAD SHX Text R
AutoCAD SHX Text
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AutoCAD SHX Text D
AutoCAD SHX Text R
AutoCAD SHX Text B
AutoCAD SHX Text
BLDG 100
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EMERGENCY ACCESS ROAD
AutoCAD SHX Text
BRILEY PARKWAY
AutoCAD SHX Text
AIRWAYS
AutoCAD SHX Text
BLVD
AutoCAD SHX Text
AIR FREIGHT BLVD.
AutoCAD SHX Text
AIR FREIGHT BLVD.
AutoCAD SHX Text Bldg 38
AutoCAD SHX Text
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AutoCAD SHX Text
MAINTENANCE AREA
AutoCAD SHX Text
VULTEE BLVD.
AutoCAD SHX Text
AIR FREIGHT BLVD.
AutoCAD SHX Text Bldg 33
AutoCAD SHX Text Bldg 23
AutoCAD SHX Text Incinerator
AutoCAD SHX Text
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JETWAY DRIVE
AutoCAD SHX Text
JETWAY DRIVE
AutoCAD SHX Text
PERIMETER RD
AutoCAD SHX Text
AIR FREIGHT BLVD.
AutoCAD SHX Text
VULTEE BLVD.
AutoCAD SHX Text
BLVD.
AutoCAD SHX Text
PARKWAY
AutoCAD SHX Text
BRILEY
AutoCAD SHX Text
MURFREESBORO
AutoCAD SHX Text 167.4'
AutoCAD SHX Text 152.6'
AutoCAD SHX Text The Aerostructures
AutoCAD SHX Text 327.5'
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ARM OPERATOR
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ARM OPERATOR
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AutoCAD SHX Text
AIRPORT SERVICE ROAD
AutoCAD SHX Text
HANGAR
AutoCAD SHX Text
HANGAR COURT
AutoCAD SHX Text
HANGAR LANE
AutoCAD SHX Text
HANGAR LANE
AutoCAD SHX Text
HANGAR LANE
AutoCAD SHX Text
PILOT DRIVE
AutoCAD SHX Text
HANGAR LANE
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HANGAR LANE
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OLEN
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AIRPORT SERVICE ROAD
AutoCAD SHX Text
DRIVE
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TAYLOR
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LANE
AutoCAD SHX Text
LANE
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AIRPORT SERVICE ROAD
AutoCAD SHX Text
HANGAR
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KNAPP BLVD.
AutoCAD SHX Text
DONELSON PIKE
AutoCAD SHX Text
DONELSON PIKE
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AIRPORT SERVICE ROAD
AutoCAD SHX Text
HANGAR LANE
AutoCAD SHX Text
FLIGHT SERVICE DRIVE
AutoCAD SHX Text
TOWER LANE
AutoCAD SHX Text
HANGAR LANE
AutoCAD SHX Text
OLD BOGLE ROAD
AutoCAD SHX Text
HANGAR COURT
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EMERGENCY
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POINT #2
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AC
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AC
AutoCAD SHX Text T
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AC
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AIR
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AC
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CONDITIONERS
AutoCAD SHX Text
HANGAR
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HANGAR LANE
AutoCAD SHX Text
PILOT DRIVE
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OLEN TAYLOR DR.
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LANE
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PARKING AREA
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INTERSTATE 40
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BRILEY PARKWAY
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INTERSTATE 40
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AutoCAD SHX Text
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AutoCAD SHX Text
OPRYLAND U.S.A.
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MC CRORY CREEK ROAD
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KNIGHTS OF COLUMBUS BLVD.
AutoCAD SHX Text
KNIGHTS OF COLUMBUS BLVD.
AutoCAD SHX Text
KNIGHTS OF COLUMBUS BLVD.
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AutoCAD SHX Text N 36~08'15.98"
AutoCAD SHX Text H
AutoCAD SHX Text T
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OPRYLAND
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TO
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text V
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BRILEY
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PARKWAY
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KNIG
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S OF COL
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AutoCAD SHX Text M
AutoCAD SHX Text B
AutoCAD SHX Text
US BLVD.
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NAD 27
AutoCAD SHX Text W 86~41'55.77"
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INTERSTATE 40
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AutoCAD SHX Text D
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AutoCAD SHX Text C
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COUCHVILLE
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DONELSON PIKE NORTHBOUND LANE
AutoCAD SHX Text
DONELSON PIKE SOUTHBOUND LANE
AutoCAD SHX Text
MALSR ACCESS ROAD
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EAST PERIMETER ROAD
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BUS-TAXI HOLDING AREA
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text G
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AutoCAD SHX Text A
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AutoCAD SHX Text 2- 20'
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MIDPOINT
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RVR
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ACCESS
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ROAD
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DONELSON PIKE
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OLD COUCHVILLE PIKE
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ROAD "B"
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ACCESS
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ACCESS
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ROAD "A"
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DONELSON PIKE
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AIRPORT SERVICE ROAD
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DONELSON PIKE
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PIKE
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PULLEY
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ROAD
AutoCAD SHX Text McCRORY
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CREEK
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ROAD
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AutoCAD SHX Text N
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ROCK FACE
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GRAPHIC SCALE IN FEET
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KNOXVILLE
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TO
AutoCAD SHX Text N
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CURB
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MON(O)
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HANDICAP RAMP
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ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg AutoCAD SHX Text
RAMP
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text
ASPHALT
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DS
AutoCAD SHX Text
AIR LINE 3/4"
AutoCAD SHX Text
AIR LINE 3/4"
AutoCAD SHX Text Coldwater 3/4"
AutoCAD SHX Text A
AutoCAD SHX Text
SPEED
AutoCAD SHX Text
LIMIT
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AutoCAD SHX Text
CURB
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MON(O)
AutoCAD SHX Text x
AutoCAD SHX Text x
AutoCAD SHX Text x
AutoCAD SHX Text x
AutoCAD SHX Text x
AutoCAD SHX Text x
AutoCAD SHX Text x
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HANDICAP RAMP
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LIGHT WELL
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ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg ftp://image.autodesk.com/drawing/TREE_PALM.dwg AutoCAD SHX Text
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ASPHALT
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DS
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AIR LINE 3/4"
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AIR LINE 3/4"
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CANTILEVER
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702 ASPHALT
ASPHALT
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VAULT
DEMOLITION AND NEW PAVEMENT SITE PLAN
EAST ELEVATION BLDG 723
NOTES:
SHEET 1.0
BLDG
AREA TO BE RESTRIPED ONLY
SEE SHEET 2 FOR RESTRIPING DETAILS
REMOVE EXISTING WOOD POLE
AND GUIDE WIRE
REMOVE EXISTING HORIZONTAL METAL BARRIER
REMOVE EXISTING FENCE
WOOD
UTILITY
POLE
POLE
METAL
LIGHT
EXISTING METAL LIGHT POLE AND ELECTRICAL BOX
TO REMAIN. FOR ELECTRICAL DETAILS SEE SHEET 6.0
TOTAL DEMO SQUARE FEET -17,646.75 +/-
AREA (A) 16,500.00 SQUARE FT.
AREA (B) 1,146.75 SQUARE FT.
AREA (B)
144'-0"
4'
- 7
'-4
24'-9"
AREA (A)
A. BLDG 723 HVAC AND AWNING PENETRATE B721 WALLS. REPAIR EXTERIOR AND
INTERIOR WALLS OF BUILDING 721 (B721) AFTER COMPLETION OF BUILDING 723
AWNING AND HVAC DEMOLITION.
B. REPAIR B721 GUTTER AND TIE REPAIRED GUTTER EXISTING B721 GUTTER.
BLDG. 723 AWNING AND HVAC DEMOLITION
EXISTING GUIDE WIRE
NOTE:
1. (A) Samples were taken in Bldg723 and found to be negative for asbestos.
2. (B) In the event the contractor encounters regulated asbestos containing material (RACM) at the site, the contractor shall immediately stop work in the area affected and notify the COR.
3. (C) Test paint for lead due to environmental concerns and report results to COR upon receiving test results.
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BLDG 721
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118TH CIVIL ENGINEER SQUADRON
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TENNESSEE
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GUARD
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NATIONAL
AutoCAD SHX Text
AIR
AutoCAD SHX Text Phone (615) 660-8695 / Fax (615) 660-8736
AutoCAD SHX Text 240 Knapp Blvd, Bldg 810, Nashville, Tennessee 37217
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UTILITY
POLE
WOOD
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LIGHT
POLE
WOOD
COMM.
VAULT-20
BLDG
ASPHALT PATHWAY
GATE
INSTALL NEW PEDESTRIAN
ENTRANCE GATE
NEW 14 FT. WIDE
INSTALL (245'-7"+/- OF NEW CHAIN
LINK FENCING SEE DETAILS
EXISTING APRON
NEW PARKING LOT STRIPING AND SIGNAGE
SHEET
REMOVE EXISTING
WOOD POLE AND
GUIDE WIRE
STO
P
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STOP
SEE DETAIL SHEET
'-0
'-0
13'-0"
'-0
'-0
5' -5
13'-11"
9'
38'-4"
28'-6"
54'-3"14'-10"
27'-0"
8'-8"
14'-0"
161'-3"
'-8
7' -0
'-8
'-8
13'-0"
9'
9' 9'
9'
9'
9'
5' -5
13'-11"
SEE FENCE
DETAILS SHEET
10'-8"
13'-9"
17'-1"
'-9
17'-1"
'-0
18'-0"
N O
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INSTALL NEW CHAIN
LINK FENCE SEE DETAIL
SHEET EXISTING DRAIN
STOP
POLE
LIGHT
RESERVED
PARKING
VAN
ACCESSIBLE
60"MIN.
PLACE AT EACH ADA PARKING STALL
AutoCAD SHX Text
118TH CIVIL ENGINEER SQUADRON
AutoCAD SHX Text
TENNESSEE
AutoCAD SHX Text
GUARD
AutoCAD SHX Text
NATIONAL
AutoCAD SHX Text
AIR
AutoCAD SHX Text Phone (615) 660-8695 / Fax (615) 660-8736
AutoCAD SHX Text 240 Knapp Blvd, Bldg 810, Nashville, Tennessee 37217
AutoCAD SHX Text 8"
8"
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( 4 in.) MAX.
BARBED WIRE (TYP.)
3 STRAND-GALV.
PERSONNEL GATE
(3")
( 1 in.) MIN.
FABRIC WITH HOG RINGS EVERY ( 2'-0")
SHALL BE ATTACHED TO THE FENCE
ABOVE THE GRADE LINE. TENSION WIRE
TO EACH INTERMEDIATE POST 3/16"
TERMINAL POST AND SECURELY FASTENED
BE STRETCHED TAUT FROM TERMINAL TO
GAUGE GALV. STEEL SPRING COIL AND SHALL
BOTTOM TENSION WIRE SHALL BE NO. 7
(8 in.)
(GALV.)
AND TURNBUCKLES
(3/8")RODS
(10'-0")
FENCE NOTES
ATTACHED TO TOP RAIL WITH TIES SPACED APPROXIMATELY ( 1-1/4" ) APART.
4. FABRIC SHALL BE FASTENED TO LINE POST WITH PROPER TIES SPACED APPROXIMATELY (12") APART. FABRIC SHALL BE
THE EXPECTED SERVICE, AND BE DURABLE AND COMPLETE IN EVERY DETAIL.
SPECIFICATIONS OF THE MANUFACTURER OF THE FENCE MATERIALS BEING USED AND SUCH THAT THE RESULTING STRUCTURE WILL PROVIDE
3. ALL CONSTRUCTION METHODS AND EQUIPMENT EMPLOYED IN THE SETTING OF FENCE SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF THE
INSURE A FIRST CLASS JOB.
SWING GATES. SOCKET SHALL BE SET (3/16" ) ABOVE DRIVE. THE CONTRACTOR SHALL INSTALL THE FENCE IN A NEAT AND WORKMAN LIKE MANNER TO
THE HOLE SHALL BE ( 11/16 ") IN DIAMETER. THE DRIVE GATE POSTS SHALL BE INSTALLED THE SAME WAY EXCEPT THE HOLES SHALL BE ( 11/16" ) WITH THE TOP PART OF THE CONCRETE CROWNED TO SHED WATER. THE LINE POSTS SHALL BE INSTALLED THE SAME AS THE END AND CORNER, POSTS EXCEPT
2. THE CONTRACTOR SHALL INSTALL THE POSTS IN CONCRETE; THE END AND CORNER POSTS, A FULL (36 in.) DEEP IN (12 in.) ROUND HOLES
TURNBUCKLE (GALV.)
BRACE Ø ( 3/8" ) RODS AND
TRUSS ROD OR 2-3/8" O.D. PIPE ( 1/8" in.) MIN. WALL THICKNESS)
AND SHALL BE HOT-DIPPED GALV. STEEL
LINE POSTS SHALL BE SPACED NOT TO EXCEED 10'-0"
BUT SHALL INCLUDE ACCEPTABLE EXPANSION JOINTS.
AS DESIGNED BY THE SUPPLYING MANUFACTURER
RAIL FITTING AND FENCE CONNECTIONS SHALL BE
GALV. PIPE ( 1/8" in.) MIN. WALL THICKNESS).
TOP RAIL SHALL BE OF (1-5/8 in.) O.D.(NOM. DIA.)
Ø ( 3/8 in.) TRUSS ROD
(GALV.)
STEEL CONNECTION
SECURELY TO POSTS BY
AND GROUND, FASTENED
SPACED MIDWAY BETWEEN TOP RAIL
BRACES: MATERIAL SAME AS TOP RAIL
(ASTM-A-392)
GALVANIZED BY THE HOT DIP PROCESS
OF SPECIAL DRAWN WIRE NO.9 GAGE OR HEAVIER
3/16" MESH CHAIN-LINK TYPE WEAVE FABRIC MADE
CONCRETE 3500 PSI
5. CONTRACTOR SHALL FURNISH SHOP DRAWINGS ON ALL FENCING AND GATES.
IN DIAMETER AND (36" ) DEEP. THE CONTRACTOR SHALL INSTALL A CENTER LOCKING SOCKET SET IN CONCRETE AT THE CENTER OF THE DOUBLE
V.C. STEEL PIPE
( 1/8" ) MIN. WALL THICKNESS)
COMPLETE WITH HINGES,
CATCHES, BRACES AND
OTHER NECESSARY FITTINGS,
(8")
( MANUALLY OPERATED DOUBLE SWING GATE )
( 14'-0")
( 3/8 in.) Ø RODS AND
TURNBUCKLES (GALV.)
(TYPICAL)
PROVIDED WELD IS COVERED WITH
VINYL COATING
WELDED JOINTS WILL BE ALLOWED
CONSTRUCTED OF ( 1-5/8" ) O.D.
WITH HINGES, CATCHES, BRACES
AND OTHER NECESSARY FITTINGS,
INCLUDING LOCK TWO (2) KEYS
AND ONE (1) MASTER KEY FOR
(NOM. DIA.) VINYL COATED PIPE, COMPLETE
GATE POSTS ( 5/16" ) O.D.
(NOM. DIA.) VINYL COATED
STEEL PIPE ( 1/4" )
MIN. WALL THICK.)
GATE FRAMES TO BE
ALL LOCKS.
NOTE: FENCE MANUFACTURER'S STANDARD
GALV. FITTINGS (TYPICAL)
(3 '-0
(3") (3
'-0
( 10'-0" ) MAX.
POSTS ( 3") x
ALL CORNER, END & GATE
TENSION BAR REQ'D. AT
BARBED WIRE (TYP.)
3 STRAND-GALV.
MOUNTING BRACKET (TYP.)
45° BARBED WIRE
( 9") GALV.
(120 in.) MAX.
(5'-0")
(8")
(1'-4")
( 4 in.) MAX.
( 1/8 in.)
( 1 in.) MIN.
( 8 ")
2-3/8" O.D. PIPE ( 1/8") MIN. WALL THICKNESS)
AND SHALL BE HOT-DIPPED GALV. STEEL
LINE POSTS SHALL BE SPACED NOT TO EXCEED 10'-0"
( 3")
(3
0"
CONCRETE 3500 PSI
TOP OF FINISHED ASPHALT
( 1/8 in.)
( 2" )
(2-3/8" ) O.D. PIPE ( 1/8" ) MIN. WALL THICKNESS)
AND SHALL BE HOT-DIPPED GALV. STEEL
LINE POSTS SHALL BE SPACED NOT TO EXCEED 3048mm
(10'-0") (10'-0") (10'-0")
( 7 '-0
F
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(3")
(3 '-0
TYPICAL SECURITY FENCE INSTALLATION
BLDG 721
BLDG 702
BLDG 721
TOP VIEW NEW SECURITY FENCE & GATES
1. THE CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS
TOP OF FINISHED ASPHALT
THE DEPTH SHOWN ON THE PLANS.
SET IN 3500 PSI CONCRETE IN FIRM GROUND TO
NOTE: LINE POSTS AND ANCHORAGES SHALL BE
THE DEPTH SHOWN ON THE PLANS.
SET IN 3500 PSI CONCRETE IN FIRM GROUND TO
NOTE: LINE POSTS AND ANCHORAGES SHALL BE
TOP OF FINISHED ASPHALT
STEEL PIPE ( 3/16" MIN.) WALL THICKNESS) (TYP.)
GATE POSTS ( 2-7/8" O.D.) (NOM. DIA.) GALV.
BLDG 702
V.C. PIPE ( 1/4" )
OR > IF REC. BY MFG.
MIN. WALL THICK.)
GATE POSTS 8mm ( 5/16" ) O.D.
GATE NOTES
1.
2.
3.
4.
6.
EXISTING CONCRETE CURB
EXISTING FIRE HYDRANT
AND BOLLARDS
ENTRANCE GATE
NEW PEDESTRIAN
NEW PARKING AREA
EXISTING OPEN DRAIN
VEHICLE
GATE
AutoCAD SHX Text
118TH CIVIL ENGINEER SQUADRON
AutoCAD SHX Text
TENNESSEE
AutoCAD SHX Text
GUARD
AutoCAD SHX Text
NATIONAL
AutoCAD SHX Text
AIR
AutoCAD SHX Text Phone (615) 660-8695 / Fax (615) 660-8736
240 Knapp Blvd, Bldg 810, Nashville, Tennessee 37217
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1 12" WEARING SURFACE
2" BINDER MATERIAL
6" MINERAL AGGREGATE BASE
CONTRACTOR SHALL PROOFROLL SUBGRADE,
ANY/ALL AREAS WHICH DO NOT PASS, SHALL BE
SCARIFIED TO A DEPTH OF 24" INCHES AND COMPACTED TO
95% STANDARD PROCTOR. REMOVE ANY OR ALL
ASPHALT PAVEMENT INSTALLATION
PAVEMENT SCHEDULE
MINERAL AGGREGATE BASE - TDOT STANDARD SPECIFICATION SECTION 303
MINERAL AGGREGATE, TYPE "A" BASE, GRADING D
BINDER MATERIAL - TDOT STANDARD SPECIFICATION SECTION 307
BITUMINOUS PLANT MIX BASE (HOT MIX) GRADING "B-M2"
ASPHALTIC CEMENT FOR BITUMINOUS PLANT BASE MIX (PG64-22)
WEARING SURFACE MATERIAL - TDOT STANDARD SPECIFICATION SECTION 307
ASPHALTIC CONCRETE SURFACE (HOT MIX) GRADING "CS"
ASPHALT CEMENT FOR ASPHALTIC CONCRETE SURFACE (PG64-22)
NEATLY SAW CUT EXISTING ASPHALT
EXISTING ASPHALT PAVEMENT
PAVEMENT TO BE REMOVED
ON PROJECT BOUNDRY
SUBGRADE
PAVING SECTIONS
NOT TO SCALE
(2) 3 4" DIA.
PIN HOLES
REINFORCEMENT
#3 BAR (3)
2'-6"
EDGE OF PAVEMENT
CONTRACTOR SHALL SECURE WHEEL STOP
PER MANUFACTURER'S RECOMMENDATIONS
2-1/4" 4-1/4"
2"
3" 5"
8-3/4"
NOTE
6'-0" A
DA PARKING STALL
8'-0" S
TANDARD PARKING STALL
12" T
YP.
PRE-CAST CONCRETE WHEEL STOP
PAVEMENT MARKING SPECIFICATIONS
PAINT STRIPING SPECIFICATIONS FOR PARKING LOT PAVEMENT
1. PAINT SPECIFICATION FOR PARKING LOT IS TO BE REGULAR DRY, WATER BASED
FEDERAL TTP 1952B TRAFFIC LINE STRIPING PAINT.
2. PROVIDE GOOD QUALITY TRAFFIC PAINT WITH SUPERIOR HIDING, BRIGHTNESS
DURABILITY AND EXCELLENT GLASS BEAD RETENTION AND LOW VOC LEAD FREE.
3. APPLY PAINT AT 15 MIL WET THICKNESS AND 4" WIDE PAINT LINES.
PAINT COLOR SHALL BE WHITE.
4. PAINT SELECTION SHALL BE UTILIZED FOR ALL PROJECT PAVEMENT MARKINGS
WITH THE EXCEPTION WHERE TWO NO PARKING LETTERS SHALL BE PAINTED WITH
THE COLOR YELLOW AS SHOWN .
STOP BAR
PARKING
LETTER PAINTING ARROWS
STOP
LINES
FOREIGN OBJECTS PRIOR TO ASPHALT INSTALLATION.
NO PARKING
CROSS HATCHING
AutoCAD SHX Text
118TH CIVIL ENGINEER SQUADRON
AutoCAD SHX Text
TENNESSEE
AutoCAD SHX Text
GUARD
AutoCAD SHX Text
NATIONAL
AutoCAD SHX Text
AIR
AutoCAD SHX Text Phone (615) 660-8695 / Fax (615) 660-8736
240 Knapp Blvd, Bldg 810, Nashville, Tennessee 37217
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ASPHALT
ASPHALT
CB
LIGHT
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UTILITY
POLE
BLDG
ALERT
SPEAKER
WOOD
METAL
POLE UTILITY
WOOD
BLDG
LIGHT POLE
EXISTING WOOD
COMM.
VAULT-20
ASPHALT PATHWAY
8'-8"
161'-3"
'-8
7' -0
'-0
EXISTING DRAIN
LIGHT POLE
EXISTING APRON
BLDG
EXISTING GEAR AND OVERHEAD TO BE RELOCATED
EAST ELEVATION BLDG 723
TO BLDG 702 SEE LOCATION SITE BELOW
POWER POST
NES
LINE TO B723
EXISTING FEED TO
DEMOLITION BOUNDRY
144'-0"
4'
-7
25'-0"
1'-1/4" PIPE RIGID CONDUIT
INCASE CONDUIT IN CONCRETE
INSTALL ELECTRICAL TRENCH
MARKING TAPE.
OVERHEAD SERVICE DROP TO
BE AT SAME HEIGHT OR HIGHER
THAN EXISTING SERVICE DROP
NEW TRENCH LINE
RELOCATE EXISTING GEAR TO THIS LOCATION
INCLUDES METER HOUSING ,200 AMP -3 PHASE DISCONNECT
ADD NEW 200…
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