W9127820R0065 Solicitation AM05 DRAWINGS.pdf
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- Solicitation number
- W9127820R0065
About this file
This set of construction drawings and the related federal contract opportunity outline requirements for a fuel facility replacement project at Columbus Air Force Base in Mississippi. The project includes building a new fueling facility with above-ground double-walled storage tanks holding 50,000 gallons each for a total capacity of 150,000 gallons. Additional scope of work comprises replacing existing transfer pumps at the bulk fuel facility, installing filter and receipt equipment, constructing truck fill stands and unload areas, a product recovery tank, and associated infrastructure upgrades. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Mobile for the replacement of the DESC19S4 fuel facility.
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US Army Corps of Engineers
MOBILE DISTRICT
109 SAINT JOSEPH STREET
MOBILE AL 36602
Fuel Facility Replacement DESC19S4
COLUMBUS AIR FORCE BASE, MISSISSIPPI
LOWNDES COUNTY
MOBILE DISTRICT PROJECT CODE: MEF20010
RFP NUMBER : W9127820R0065
APRIL 2020
A M
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A S
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AMENDMENT NO. 0005
k5en9jbm Polygon
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
215.14
215.02
215.40
216.94
216.77
216.58
216.38
216.18
215.98
215.78
215.59
217.17
217.33
217.50
217.64
217.76
218.43
218.34
218.82
218.50
218.11
218.38
218.50
218.50
218.00
218.12
218.38
218.34
217.00
217.10
217.11
217.06
218.39
218.47
217.80
217.80
217.83
217.83
-1.7%
7 @ 10' = 70'
2 @ 9.76' = 19.52'
5 @ 14' = 70'
6 @ 10.91' = 65.43'
10.04'
5 @ 11.13' = 55.67'
218.47
HP
218.50
218.39
HP
218.64
218.80 TOC
218.80 TOC
HP
219.00 TOC
DI C-8
TOP=218.26
INV IN=214.93
INV OUT=214.93
DI C-1.3
TOP=217.60
INV OUT=214.60
DI D-1
TOP=217.90
INV OUT=214.80
218.92
TOR
218.92
218.38
-2.0%
-2.0%
217.20
218.50
215.96
215.96
217.47
217.42
4 @ 13.25' = 34'
8.5'
2 @ 9.76' = 53'
8.5'
4'
6'
TYP
218.50
218.40
218.40
218.40
218.40
217.03
-2.0%
-2.0%
218.30
TOC
219.50 TOC
217.20
TOW
219.00 TOC
218.80
TOW
-1.9%
-2 .4
213.99
BOW
214.03
BOW
214.21
BOW
214.17
BOW
T
Y P
213.25
BOW
213.25
BOW
213.10
BOW
213.15
BOW
DI C-9
TOP=218.26
INV OUT=215.29
HP
218.50
HP
218.50
218.11
215.72
215.72
HP
218.86
218.00
218.20
218.20
218.88 TOC
2 @ 13' =26'
219.00 TOC
218.05
218.27
218.50
218.50
-1.1%
DI H-2
TOP=217.94
INV OUT=214.94
12.04'
1 2 3 4 5
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SCALE: 1" = 10'
0 5' 30'20'10'
A1
TANK AREA JOINT LAYOUT PLAN
JOINT INTERSECTION SPOT ELEVATION
SLAB REINFORCING. SEE GENERAL SHEET
NOTE 4.
CONTRACTION JOINT. SEE DETAIL A1, SHEET
C-502.
EXPANSION JOINT. SEE DETAIL A1, SHEET
C-502.
DRAINAGE PATH
FLOW DIRECTION
GRATE INLET. SEE DETAIL A1/C-506.
FLOOR STAND VALVE WITH INDICATOR
(FSVI). SEE DETAIL A4/C-504.
FLARED END SECTION (FES).
SEE DETAIL A1/C-507.
MITERED END SECTION (MES).
SEE DETAIL A4/C-507.
ABBREVIATIONS
BOW BOTTOM OF WALL
CONC CONCRETE
DI DRAIN INLET
DIP CEMENT LINE DUCTILE IRON PIPE
HP HIGH POINT
FSVI FLOOR STAND VALVE WITH INDICATOR
TOC TOP OF CURB
TOR TOP OF RAMP
TOW TOP OF WALL
-2.5%
T
U
S
K
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G
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M
I
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MATCHLINE - FOR CONTINUATION SEE C-142
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R R
R R
R
R
R
R
SHEET LEGEND
SHEET KEYNOTES
1. CURBED CONCRETE TANK CONTAINMENT PAD. SEE DETAIL
C2 ON C-501. TOP OF CURB ELEVATION ALONG THREE
SIDES: 219.00.
2. 12" TALL CONTAINMENT CURB ALONG NORTH SIDE OF PAD
FOR PROTECTION OF TANKS FROM VEHICULAR IMPACT.
TOP OF CURB ELEVATION: 219.50
3. PIPE TRENCH. TOP OF TRENCH ELEVATION 217.20
4. REMOTE CONTAINMENT BASIN. TOP OF WALL ELEVATION:
218.80. SEE DETAIL A1/C-503.
5. EQUIPMENT RAMP. SEE DETAIL B2/C-501.TOP OF RAMP
ELEVATION: 218.92.
6. 6" TALL HEADER CURB TO PREVENT NON CONTACT STORM
WATER FROM DISCHARGING INTO THE TRUCK
CONTAINMENT.
7. FLOOR STAND VALVE WITH INDICATOR (FSVI). SEE DETAIL
A4/C-504.
8. PROVIDE DOWELED EXPANSION JOINT IN VEHICLE TRAFFIC
AREA.
9. PROVIDE THICKENED EDGE EXPANSION JOINT AT
INTERFACE WITH ASPHALT PAVEMENT.
10. TRUCK OFFLOAD CONTAINMENT AREA. TOP OF CURB
ELEVATION: 218.30
11. CURBED CONCRETE CONTAINMENT PAD FOR PRT. SEE
DETAIL C2 ON C-501. TOP OF CURB ELEVATION: 218.88
GENERAL SHEET NOTES
1. SEE C-001 FOR CIVIL GENERAL NOTES, LEGEND, AND
ABBREVIATIONS.
2. SEE G-SERIES DRAWINGS FOR DEFICIENCY LOCATION,
COORDINATION, & RELATED DRAWINGS.
3. THIS SHEET IS PART OF A MULTI-DISCIPLINE, MULTI-SHEET
SET OF CONSTRUCTION PLANS AND SHALL BE READ AND
COORDINATED WITH THE FULL SET TO BEST ENSURE
PROPER INTERPRETATION.
4. ALL SLABS WITHIN THE TRUCK OFFLOAD CONTAINMENT
AREA AND ALL SLABS ON THE DRIVEWAY MARKED "R",
SHALL BE REINFORCED PER DETAIL A1 ON C-502.
5. SEE SHEET C-502 FOR CONCRETE PAVEMENT JOINT
DETAILS.
6. NEW CONCRETE PAVEMENT SHALL HAVE A MINIMUM SLOPE
OF 0.5%.
7. SEE SHEET C-121 FOR GRADING AND DRAINAGE PLAN .
8. SEE SHEET C-502 FOR HEAVY-DUTY PAVEMENT JOINT
DETAILS.
9. UNLESS OTHERWISE NOTED ALL SPOT ELEVATIONS ARE TO
EDGE OF PAVEMENT OR BOTTOM OF CURB.
FILTER SHELTER
TOP OF CURB
ELEVATION:
219.00
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XXXXXXXXXXXXXXXXXX
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217.60
217.20
217.38
217.47
217.60
217.69
H
P
6 @ 10' = 60'
216.75 216.92
217.05
9 @ 10' = 90'
9.19'
-2.0%
H
P
-2.0%
8.86'
217.35
217.35
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SCALE: 1" = 10'
0 5' 30'20'10'
A1
TANK AREA JOINT LAYOUT PLAN
T
U
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K
E
G
R
M
I
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MATCHLINE - FOR CONTINUATION SEE C-141
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
JOINT INTERSECTION SPOT ELEVATION
SLAB REINFORCING. SEE GENERAL SHEET
NOTE 4.
CONTRACTION JOINT. SEE DETAIL A1, SHEET
C-502.
EXPANSION JOINT. SEE DETAIL A1, SHEET
C-502.
DRAINAGE PATH
FLOW DIRECTION
GRATE INLET. SEE DETAIL A1/C-506.
FLOOR STAND VALVE WITH INDICATOR
(FSVI). SEE DETAIL A4/C-504.
FLARED END SECTION (FES).
SEE DETAIL A1/C-507.
MITERED END SECTION (MES).
SEE DETAIL A4/C-507.
ABBREVIATIONS
BPT BOTTOM OF PIPE TRENCH
CONC CONCRETE
DI DRAIN INLET
DIP CEMENT LINE DUCTILE IRON PIPE
HP HIGH POINT
FSVI FLOOR STAND VALVE WITH INDICATOR
TOC TOP OF CURB
TOR TOP OF RAMP
TPT TOP OF PIPE TRENCH
-2.5%
R
SHEET LEGEND
SHEET KEYNOTES
1. PROVIDE DOWELED EXPANSION JOINT IN VEHICLE TRAFFIC
AREA.
2. PROVIDE THICKENED EDGE EXPANSION JOINT AT
INTERFACE WITH ASPHALT PAVEMENT.
GENERAL SHEET NOTES
1. SEE C-001 FOR CIVIL GENERAL NOTES, LEGEND, AND
ABBREVIATIONS.
2. SEE G-SERIES DRAWINGS FOR DEFICIENCY LOCATION,
COORDINATION, & RELATED DRAWINGS.
3. THIS SHEET IS PART OF A MULTI-DISCIPLINE, MULTI-SHEET
SET OF CONSTRUCTION PLANS AND SHALL BE READ AND
COORDINATED WITH THE FULL SET TO BEST ENSURE
PROPER INTERPRETATION.
4. ALL SLABS MARKED "R", SHALL BE REINFORCED PER
DETAIL A1 ON C-502. SEE SHEET C-502 FOR CONCRETE
PAVEMENT JOINT DETAILS.
5. NEW CONCRETE PAVEMENT SHALL HAVE A MINIMUM SLOPE
OF 0.5%.
6. SEE SHEET C-121 FOR GRADING AND DRAINAGE PLAN .
7. SEE SHEET C-502 FOR HEAVY-DUTY PAVEMENT JOINT
DETAILS.
8. UNLESS OTHERWISE NOTED ALL SPOT ELEVATIONS ARE TO
THE EDGE OF PAVEMENT OR BOTTOM OF CURB.
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5 @ 14.05' = 70.24'
14.55'13.97' 8.5'
2 @ 15' = 30'
2 @ 12.5' = 25'
-0.9%
-0.9%
-0.9%
-1.3%
-1.3%
DI B-4
TOP=211.80
INV OUT=208.53
DI B-5
TOP=211.80
INV OUT=208.80
4 @ 9.5' = 38'
2 @ 12.5' = 25'
17' 8.5'
212.59
212.54
212.45
212.44
212.44
211.77
211.83
211.92
212.44
212.50 TOC
H
P
211.92
212.17
211.90
212.17
212.00
211.82 211.90
212.26
212.34
4'
TYP
212.50
TOW
B
O
W
213.00
TOW
212.80
212.50
209.30
BOW
209.30
BOW
B
O
W
B
O
W
212.10
212.10
212.00
207.45
BOW
207.45
BOW
207.40
BOW
212.50
212.50212.00
212.00
212.50
212.50
212.00 212.00
212.50
212.50212.00212.00
212.50
212.50
6.75'
HP
212.54
HP
212.54
212.20
TOW
209.15
BOW
209.02
BOW
209.00
BOW
212.20
212.20
212.20
212.20
209.13
BOW
-0.9%
207.45
BOW
212.85
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SCALE: 1" = 10'
0 5' 30'20'10'
A1
TRUCK FILLSTAND JOINT LAYOUT PLAN
TOW-WAY
M A
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R
R
R
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R
R
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R
R
R
R
R
R
R
JOINT INTERSECTION SPOT ELEVATION
SLAB REINFORCING. SEE GENERAL SHEET
NOTE 4.
CONTRACTION JOINT. SEE DETAIL A1, SHEET
C-502.
EXPANSION JOINT. SEE DETAIL A1, SHEET
C-502.
DRAINAGE PATH
FLOW DIRECTION
GRATE INLET. SEE DETAIL A1/C-506.
FLOOR STAND VALVE WITH INDICATOR
(FSVI). SEE DETAIL A4/C-504.
FLARED END SECTION (FES).
SEE DETAIL A1/C-507.
MITERED END SECTION (MES).
SEE DETAIL A4/C-507.
ABBREVIATIONS
BOW BOTTOM OF WALL
CONC CONCRETE
DI DRAIN INLET
DIP CEMENT LINE DUCTILE IRON PIPE
HP HIGH POINT
FSVI FLOOR STAND VALVE WITH INDICATOR
TOC TOP OF CURB
TOR TOP OF RAMP
TOW TOP OF WALL
-2.5%
R
SHEET LEGEND
SHEET KEYNOTES
1. TRUCK FILLSTAND CONTAINMENT AREA. TOP OF CURB
ELEVATION: 212.50. SEE DETAIL A1/C-503.
2. PIPE TRENCH. TOP OF TRENCH ELEVATION 212.50
3. PIPE TRENCH. TOP OF TRENCH ELEVATION 212.20
4. REMOTE CONTAINMENT BASIN. TOP OF WALL ELEVATION:
213.00
5. FLOOR STAND VALVE WITH INDICATOR (FSVI). SEE DETAIL
A4/C-504.
6. PROVIDE DOWELED EXPANSION JOINT IN VEHICLE TRAFFIC
AREA
GENERAL SHEET NOTES
1. SEE C-001 FOR CIVIL GENERAL NOTES, LEGEND, AND
ABBREVIATIONS.
2. SEE G-SERIES DRAWINGS FOR DEFICIENCY LOCATION,
COORDINATION, & RELATED DRAWINGS.
3. THIS SHEET IS PART OF A MULTI-DISCIPLINE, MULTI-SHEET
SET OF CONSTRUCTION PLANS AND SHALL BE READ AND
COORDINATED WITH THE FULL SET TO BEST ENSURE
PROPER INTERPRETATION.
4. ALL SLABS WITHIN THE TRUCK FILLSTAND CONTAINMENT
AREA AND ALL SLABS ON THE DRIVEWAY MARKED "R",
SHALL BE REINFORCED PER DETAIL A1 ON C-502.
5. NEW CONCRETE PAVEMENT SHALL HAVE A MINIMUM SLOPE
OF 0.5%.
6. SEE SHEET C-122 FOR GRADING AND DRAINAGE PLAN .
7. SEE SHEET C-502 FOR HEAVY-DUTY PAVEMENT JOINT
DETAILS.
8. UNLESS OTHERWISE NOTED ALL SPOT ELEVATIONS ARE TO
THE EDGE OF PAVEMENT OR BOTTOM OF CURB.
R
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13.3' 12.64' 12.4' 12.3' 12.29' 12.3' 12.51' 12.29'
3 @ 13.97' = 41.9'
.7
-1.4%
212.23
212.27
HP
212.28
212.25
211.95
210.82
210.52
1 2 3 4 5
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AMENDMENT NO. 0005
F I L
E
N
A M
U
S A
C E
M
O B
I L
E
D
I S
T R
I C
T
C
O L
U M
B U
S
A
F B
I N
S T
A L
L
F
I L
L S
T A
N D
D
R A
W I N
G S
C r k w a y
L a n e
S u i
P e a c h t r e e
C o r n e r s
G
A
P h o n e
F a x
W e b w w w p o n d c o c o m
P O
B
N
O
M
A R
C-144
T R
U C
K
F
I L
L S
T A
I N
T
L
A Y
O U
T
P L
A N
H S
V L
K G
U
C M
C
C d w g
SCALE: 1" = 10'
0 5' 30'20'10'
A1
TRUCK FILLSTAND JOINT LAYOUT PLAN
M A
T C
H L
I N
E
F
N
T I N
U A
T I O
N
S
R
R
R R
R
R
R
R
R
R
R
R
R
JOINT INTERSECTION SPOT ELEVATION
SLAB REINFORCING. SEE GENERAL SHEET
NOTE 4.
CONTRACTION JOINT. SEE DETAIL A1, SHEET
C-502.
EXPANSION JOINT. SEE DETAIL A1, SHEET
C-502.
DRAINAGE PATH
FLOW DIRECTION
GRATE INLET. SEE DETAIL A1/C-506.
FLOOR STAND VALVE WITH INDICATOR
(FSVI). SEE DETAIL A4/C-504.
FLARED END SECTION (FES).
SEE DETAIL A1/C-507.
MITERED END SECTION (MES).
SEE DETAIL A4/C-507.
ABBREVIATIONS
BPT BOTTOM OF PIPE TRENCH
CONC CONCRETE
DI DRAIN INLET
DIP CEMENT LINE DUCTILE IRON PIPE
HP HIGH POINT
FSVI FLOOR STAND VALVE WITH INDICATOR
TOC TOP OF CURB
TOR TOP OF RAMP
TPT TOP OF PIPE TRENCH
-2.5%
R
SHEET LEGEND
SHEET KEYNOTES
1. PROVIDE DOWELED EXPANSION JOINT IN VEHICLE TRAFFIC
AREA
GENERAL SHEET NOTES
1. SEE C-001 FOR CIVIL GENERAL NOTES, LEGEND, AND
ABBREVIATIONS.
2. SEE G-SERIES DRAWINGS FOR DEFICIENCY LOCATION,
COORDINATION, & RELATED DRAWINGS.
3. THIS SHEET IS PART OF A MULTI-DISCIPLINE, MULTI-SHEET
SET OF CONSTRUCTION PLANS AND SHALL BE READ AND
COORDINATED WITH THE FULL SET TO BEST ENSURE
PROPER INTERPRETATION.
4. ALL SLABS MARKED "R", SHALL BE REINFORCED PER
DETAIL A1 ON C-502. SEE SHEET C-502 FOR CONCRETE
PAVEMENT JOINT DETAILS.
5. NEW CONCRETE PAVEMENT SHALL HAVE A MINIMUM SLOPE
OF 0.5%.
6. SEE SHEET C-122 FOR GRADING AND DRAINAGE PLAN .
7. SEE SHEET C-502 FOR HEAVY-DUTY PAVEMENT JOINT
DETAILS.
8. UNLESS OTHERWISE NOTED ALL SPOT ELEVATIONS ARE TO
THE EDGE OF PAVEMENT OR BOTTOM OF CURB.
R E
V I S
E
S
H E
G E
N D
1 2 3 4 5
C
B
A
SHEET
IDENTIFICATION
D R
A W
N
B
Y
D E
S I G
N
B
Y
S B
S I Z
E
F I
M
E
D A
T E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
M
Y
C
O R
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C K
D
B
Y
Mobile District
US Army Corps of
Engineers ® x
M O
B I L
E
D
I S
T R
I C
T
M O
B I L
E
A
L A
B A
M A
P R
O J E
M
B E
R
P L O
T
S
C A
L E
P L O
T
D
A T
E
C O
L U
M B
B
M
I S
S I S
S I P
P I
F U
E L
F
A C
I L I T
I E
S
R
E P
L A
C E
M E
N T
F
Y
D
L C
O
J E
S
C
S
C
A F
B
P
R O
J E
E
E P
Z
AMENDMENT NO. 0005
F I
M
E
M
U
S A
C E
M
O B
I
S
T R
I C
T C
O L U
M B
B
I N
S T
A L L
F
I L L S
T A
N D
D
R A
W I N
G S
C r k w a y
L a n e
S u i
P e a c h t r e e
C o r n e r s
G
A
P h o n e
F a x
W e b w w w p o n d c o c o m
P O
B
N
O
M
A R
A1
HEAVY-DUTY PAVEMENT JOINT DETAILS
NO SCALE
C-502
C I V
N
S T
R U
C T
I O
N
D
E T
A I L
S
H S
V L
K G
U
C M
C
C d w g
SAWCUT
BUTTED JOINT
1/8" (MIN)-
1/4" (MAX)
PAVEMENT
SURFACE
JOINT WIDTH (W) = 1/2" - 5/8"
N.T.S.
CONSTRUCTION JOINT
BACKER MATERIAL
(SEE JOINT NOTES 2)
POURED JOINT SEALER
D = 0.5 X W
SAWCUT
CRACK
1/8" (MIN)-
1/4" (MAX)
PAVEMENT
SURFACE
JOINT WIDTH (W) = 1/2" - 5/8"
N.T.S.
CONTRACTION JOINT
BACKER MATERIAL
(SEE NOTE 2)
POURED JOINT SEALER
D = 0.5 X W
PAVEMENT SURFACE
1/16" (MIN)-
1/4" (MAX)
POURED JOINT SEALER
PREMOLDED JOINT FILLER
FOR FULL DEPTH OF SLAB
3/4"
N.T.S.
EXPANSION JOINT
BACKER MATERIAL
(SEE NOTE 2)
D = 0.5 X W
EXISTING
PAVEMENT
NEW CONCRETE PAVEMENT
T
SEE EXPANSION JOINT DETAIL
3" d/2
EXISTING
PAVEMENT
DRILLED HOLE W/ BAR
EMBEDDED INTO EPOXY GEL
T = THICKNESS OF PAVEMENT
d = DOWEL DIAMETER
NEW CONCRETE PAVEMENT
SEE DOWEL NOTES
T
T/2
1/2"
1/2 LENGTH ±
SEE EXPANSION JOINT DETAIL
N.T.S.
DOWELED EXPANSION JOINT
3"
1" DIA. SMOOTH DOWEL 16" LONG, 12" O.C.
PAINT AND LIGHTLY OIL ALTERNATE ENDS
AT JOINT INTERSECTIONS
DETAIL FOR DOWEL SPACING
N.T.S.
NOTES
LONGITUDINAL JOINT LINE
TRAVERSE JOINT LINE
1. FOR LONGITUDINAL AND
TRANSVERSE JOINT LINES,
THE DISTANCE TO FIRST
DOWEL FROM THE
INTERSECTION IS
DETERMINED BY 0.6 X THE
LENGTH OF THE DOWEL BAR
WITH A MINIMUM DISTANCE
OF 12".
2. FOR LONGITUDINAL AND
TRANSVERSE JOINT LINES,
THE DISTANCE BETWEEN THE
FIRST DOWEL AND THE
SECOND DOWEL SHALL BE A
MINIMUM OF 6" WITH A
MAXIMUM OF 15".
3. THE DISTANCE BETWEEN THE
END OF A LONGITUDINAL
DOWEL SHALL BE A MINIMUM
OF 12" FROM THE END OF A
TRANSVERSE DOWEL.
M A
X
12"
MIN
(3)
M I N d/2
EXISTING
PAVEMENT
DRILLED HOLE W/ BAR
EMBEDDED INTO EPOXY GEL
T = THICKNESS OF PAVEMENT
d = DOWEL DIAMETER
NEW CONCRETE PAVEMENT
SEE DOWEL NOTES
T
T/2
1/2"
1/2 LENGTH ±
SEE CONSTRUCTION JOINT DETAIL
N.T.S.
1" DIA. SMOOTH DOWEL 16" LONG, 12" O.C.
PAINT AND LIGHTLY OIL ALTERNATE ENDS
DOWELED CONSTRUCTION
JOINT AT EXISTING PAVEMENT
3"
N.T.S.
EXPANSION JOINT
1. JOINTS SHALL BE SAWED AS INDICATED.
2. DIAMETER OF BACKER MATERIAL = JOINT WIDTH (W) + 1/8".
3. TOP OF SEAL SHALL BE BELOW THE PAVEMENT SURFACE AS
SPECIFIED. IN AREAS TO BE GROOVED, THE JOINT SEAL SHALL BE
RECESSED BELOW THE DEPTH OF THE GROOVES.
4. TRANSVERSE CONSTRUCTION JOINTS SHALL BE PERMITTED ONLY
WHERE PAVING OPERATIONS STOP FOR THE DAY.
5. JOINT CONFIGURATION SHALL MEET JOINT SEAL MANUFACTURER'S
SPECIFICATIONS. (EXCEPT AS NOTED ON PLANS AND IN
SPECIFICATIONS.)
6. FOR ALL JOINTS THE BACKER ROD MATERIAL SHALL BE COMPATIBLE
WITH THE COLD POURED SEALANT AND SLIGHTLY OVERSIZED TO
PREVENT MOVEMENT DURING THE JOINT SEALANT OPERATION.
7. THE WIDTH OF THE JOINTS SHALL BE CORRECTED FOR 68°F.
8. SEE TYPICAL SECTIONS FOR PAVEMENT THICKNESS.
9. SEE SPECIFICATION SECTION 32 01 19 FOR SEALANT REQUIREMENTS.
10. ALL REINFORCEMENT SHALL BE FREE FROM LOOSE, FLAKY RUST,
LOOSE SCALE, OIL, GREASE, MUD, OR OTHER COATINGS THAT MIGHT
REDUCE THE BOND WITH CONCRETE.
11. "T" = THICKNESS OF NEW CONCRETE PAVEMENT. EXISTING CONCRETE
MAY BE THICKER THAN NEW CONCRETE. SAWCUT FULL-DEPTH
VERTICAL FACE IN EXISTING CONCRETE WHERE NEW CONCRETE IS
PLANNED.
12. SEALS WITHOUT PROPER RECESS, OR OTHERWISE IMPROPERLY
INSTALLED, SHALL BE REPLACED WITH NEW SEAL FROM PLANNED
JOINT TO PLANNED JOINT.
13. INSTALL CONSTRUCTION JOINTS AT THE END OF EACH DAY'S PLACING
OPERATIONS AND AT ANY OTHER POINTS WITHIN A PAVING LANE
WHEN CONCRETE PLACEMENT IS INTERRUPTED FOR MORE THAN 30
MINUTES OR LONGER.
1. DOWEL SLEEVES OR INSERTS ARE NOT PERMITTED.
2. DRILLING AND INSTALLATION METHOD SHALL BE CAPABLE OF
MAINTAINING DRILL HOLES AND EMBEDDED BARS: (A) PARALLEL TO
THE CONCRETE SURFACE AND (B) NORMAL TO THE JOINT LINE,
WITHIN SECTION 32 13 14.13 TOLERANCES. USE GANG DRILL WITH 3
OR MORE DRILLS. HOLE DIAMETER TO BE APPROXIMATELY 1/8"
LARGER THAN DOWEL. MINIMUM CURE TIME FOR DRILLING NEW
CONCRETE PER SECTION 32 13 14.13.
3. AFTER THE DRILLING IS COMPLETE AND PRIOR TO INSTALLATION OF
DOWELS, THE HOLES SHALL BE THOROUGHLY CLEANED BY HIGH
PRESSURE AIR TO REMOVE DRILLING DUST, CONCRETE CHIPS, AND
ANY MATERIAL DETRIMENTAL TO BONDING.
4. INSERT EPOXY INTO BACK OF DOWEL HOLE BY INJECTION NOZZLE
WITH SUFFICENT EPOXY PLACED SO A SLIGHT AMOUNT IS FORCED
OUT WHEN DOWEL IS INSERTED AND TAPPED INTO CORRECT
POSITION. EPOXY SHALL BE SOLID AROUND BARS WITH NO VOIDS.
INSTALL METAL OR PLASTIC DOWEL RINGS TO RETAIN EPOXY.
SUBMIT PROPOSED EPOXY INFORMATION FOR APPROVAL PRIOR TO
STARTING WORK.
5. CONTRACTOR SHALL RETAIN DRILL BIT MANUFACTURER'S
REPRESENTATIVE TO TRAIN THE DRILLING CREW AND MAKE
ADJUSTMENTS AS REQUIRED TO THE COMPRESSOR AND DRILL RIG
TO PRODUCE DRILL HOLES WITH MINIMAL EDGE SPALLING. MAXIMUM
EDGE SPALLING ON FACE IS PER SPECIFICATION SECTION 32 13 14.13.
DOWEL BAR INSTALLATION NOTES:
JOINT NOTES:
THICKENED EDGE EXPANSION JOINT
ASPHALT / PCC PAVEMENT JOINT AS
REQUIRED
1.25T
AGGREGATE
BASE COURSE
5ft
OR NEAREST JOINT LINE
EXISTING ASPHALT
N.T.S.
R E
V I S
E
D
E T
A I L S
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
W
W
W
W
J
M
0.75
M
0.75
M
0.75
S
S LSH
LSHH
LSL
LSLL
LSH
LSHH
LSL
LSLL
LSH
LSHH
LSL
LSLL
ATG
ATG
ATG
M
75 HP
M
75 HP
M
75 HP
M
75 HP
M
75 HP
LD
LD
LD
M
75 HP
M,EXP
S
M,EXP
S
M,EXP
S
E
X P
S
E
X P
S
M,EXP
S
M,EXP
S
J
J
FS
FS
FS
FS
FS
FS
J
WP
WP
M
5 HP
SCALE: 1/8" = 1'-0"
0 4' 8' 24'16'
1 2 3 4 5
D
C
B
A
SHEET
IDENTIFICATION
D R
A W
N
B
Y
D E
S I G
N
B
Y
S B
S I Z
E
F I
M
E
D A
T E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
M
Y
C
O R
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C K
D
B
Y
Mobile District
US Army Corps of
Engineers ® x
M O
B I L
E
D
I S
T R
I C
T
M O
B I L
E
A
L A
B A
M A
P R
O J E
M
B E
R
P L O
T
S
C A
L E
P L O
T
D
A T
E
C O
L U
M B
B
M
I S
S I S
S I P
P I
F U
E L
F
A C
I L I T
I E
S
R
E P
L A
C E
M E
N T
F
Y
D
L C
O
J E
S
C
S
C
A F
B
P
R O
J E
E
E P
Z
AMENDMENT NO. 0005
F I
M
E
M
U
S A
C E
M
O B
I
S
T R
I C
T C
O L U
M B
B
I N
S T
A L L
F
I L L S
T A
N D
D
R A
W I N
G S
E
P a r k w a y
L a n e
S u i t e
P e a c h t r e e
C o r n e r s
G
A
P h o n e
F a x
W e b w w w p o n d c o c o m
P O
B
N
O
M
A R
E-405
F I L
T E
R
S
H E
L T
N
K
P
O W
E R
E N
L A
R G
A
N
A T
H
A T
H W
B C
C M
C
E d w g
A1
FILTER SHELTER & TANK POWER ENLARGED PLAN
NOTES:
1. SEE E-001 FOR ELECTRICAL GENERAL NOTES,
LEGEND AND ABBREVIATIONS.
2. ATGS FOR HORIZONTAL ASTS AND PRT ARE
PART OF BID OPTION 3.
3. PROVIDE FIELD FABRICATED CANOPY OVER THE
ELECTRICAL EQUIPMENT TO PROTECT FROM
THE WEATHER. REFER TO E-503/A5 FOR
EQUIPMENT CANOPY DETAIL.
4. ROUTE CONDUITS ABOVE GRADE USING ABOVE
GROUND PIPE SUPPORTS FOR CONDUIT
INSTALLATION. USE PIPE SUPPORTS TO THE
GREATEST EXTENT POSSIBLE. PROVIDE AND
INSTALL ADDITIONAL CONDUIT SUPPORTS FROM
GRADE USING GALVANIZED SLOTTED CHANNEL
COMPONENTS AS REQUIRED. ATTACH
CONDUITS USING CONDUIT CLAMPS. CONDUIT
SHALL NOT BE SUPPORTED FROM THE FUEL
PIPING. MAXIMUM SPACING BETWEEN CONDUIT
SUPPORTS SHALL BE IN ACCORDANCE WITH
NEC TABLE 344.30(B)(2).
5. SEE E-701, E-702, E-703 & E-704 FOR CONDUIT
AND CABLE SCHEDULE.
6. SEE E-104 FOR ADDITIONAL INFORMATION.
7. BASIS OF DESIGN: PNUMERCATOR LS600 SERIES
LIQUID LEVEL FLOAT SWITCH OR APPROVED
EQUAL. SEE MECHANICAL DRAWINGS FOR
MOUNTING LOCATIONS.
8. A CONTRACTOR IS RESPONSIBLE FOR
PROVIDING WIRING ROUGH-IN FOR ATG
INSTALLATION AND TESTING. CONTRACTOR
SHALL COORDINATE WITH THE BASE IN
SUBMITTING A WORK ORDER TO SPAWAR FOR
REQUIRED WORK. SPAWAR REQUIRES A 90 DAY
WRITTEN NOTICE BEFORE WORK CAN BEGIN.
9. CONDUITS SHALL BE ROUTED AND ATTACHED
TO THE BOTTOM SIDE OF THE TANK ACCESS
GRATING PLATFORM AND PENETRATE
THROUGH GRATING FOR EQUIPMENT TIE-INS.
REFER TO HAZARDOUS CLASSIFICATION SITE
PLANS AND TO HAZARDOUS CLASSIFICATION
DETAIL FOR PULLBOX, JUNCTION BOX, AND
OTHER ELECTRICAL EQUIPMENT SELECTION.
10. PROVIDE AND INSTALL WATER DETECTION
PANEL WITH RED INDICATOR STROBE LIGHT
FOR FILTER SEPARATOR SUMPS. BASIS OF
DESIGN: GAMMON GTP-1750-5-1-2-1-3-3-3-5-NA
OR APPROVED EQUAL.
500KVA, 3PH,13 KV-480/277V
TRANSFORMER
MDS
PORTABLE GENERATOR
PARKING PLACE
C2
E-503
EQUIPMENT RACK
A3
E-503
GENERATOR
CONNECTION RACK
FSCV-2
FSCV-1
REFER TO E-102 FOR CONTINUATION
FUEL PUMP (TYP.)
A3
E-501
MOTOR CONTROL CENTER (MCC)
ELEVATION
INTERSTITIAL LEAK
DETECTION SENSOR (TYP.)
ATG (TYP.)
NOTE 2
WATER DRAW-OFF PUMP (TYP.)
75KVA, 3PH. 480-208/120V TRANSFORMER
480V PULLBOX
(PULLBOX-1)
120/208V PULLBOX
(PULLBOX-2)
INTRINSIC SAFE
PULLBOX
(PULLBOX-3),
NOTE 9
R14
R16
R17
R4
R6
R8
R10
R19
R12
R5
R7
R9
R11
R13
R15
R19
R25
R51
R27
R28
R29
R27
R28
R29
R1
R2 R3
R20
R21
JB-1
R23
A1
E-413
PRODUCT RECOVERY TANK
ELECTRICAL ENLARGED PLAN
JB-4
FP-1
FP-2
FP-3
FP-5
FP-4
FP-6
R18
C40
C43
R37
C47
C48
JB-5
C54
C53
C51
C52
C50
C59
C5
C37
C6
C8
C7
C13
C9
C17
C12
C11
C10
C14
C16
C15
C20
C19
C18
C34
R33
R39
R48
R52
R55
R54
R53
HH-1
R57
JB-6
R59
R61
R58
R60
R22
R36
C1
C32
R38
EMERGENCY
SHOWER/ EYEWASH
SEE FM508
EMERGENCY
SHOWER/ EYEWASH
WATER HEATER
R47
C4
E-501
MAIN DISTRIBUTION SWITCHBOARD (MDS)
ELEVATION
A1
E-501
PAD MOUNTED
TRANSFORMER
A4
ENRAF 854 TANK LEVEL AND
WATER/TEMPERATURE PROBE
(TYP.)
B1
E-506
UNDERGROUND CONDUIT
R64
R56
R24
R26
FSI-1
FSI-2
FSR-1
FSR-2
DLP-1
R66
REFER TO E-102 FOR CONTINUATION
LIMIT OF CANOPY REFER DETAILS ON S-203
W A
T E
R
D
E T
E C
T I O
N
P
A N
E L
B
A S
D
E S
I G
N
M
O D
I F
I E
D
NOTE 10
NOTE 10
R49 JB-3 FILLSTANDS 1 SCULLY UNIT 1 3/4" 2 12 12 THWN FILL STAND 1 SCULLY UNIT POWER
R50 JB-3 FILLSTANDS 2 SCULLY UNIT 1 3/4" 2 12 12 THWN FILL STAND 1 SCULLY UNIT POWER
R51 PANEL PL PULLBOX 2 1 1" 8 12 12 THWN
(TANK 1, TANK 2, TANK 3. & FUTURE TANK 4 ATG
POWER
R52 PULLBOX 2 JB-4 1 3/4" 8 12 12 THWN
R53 JB-4
ATG POWER (TANK 1)
1 3/4" 2 12 12 THWN
R54 JB-4
ATG POWER (TANK 2)
1 3/4" 2 12 12 THWN
R55 JB-4
ATG POWER (TANK 3)
1 3/4" 2 12 12 THWN
R56 PANEL PL DRAIN LINE PUMP "DLP-1" 1 1" 2 10 12 THWN
R57 PANEL PL PRT WATER DRAW OFF PUMP 1 1" 2 12 12 THWN
R58 PANEL PL PULLBOX 2 1 1" 4 12 12 THWN
R59 PULLBOX 2 JB-6 1 1" 4 12 12 THWN
R60 JB-6 FSR-1 WATER PROBE CONTROL BOX 1 3/4" 2 12 12 THWN
R61 JB-6 FSR-2 WATER PROBE CONTROL BOX 1 3/4" 2 12 12 THWN
R62 LIGHT POLE “LP-5” LIGHT POLE “LP-8” 1 1" 2 8 10 THWN
R63 LIGHT POLE “LP-6” LIGHT POLE “LP-7” 1 1" 2 8 10 THWN
R64 PANEL PH HH-4 1 2" SPARE CONDUIT
R65 PANEL PL EQUIPMENT RACK CANOPY LIGHT 1 3/4" 2 12 12 THWN
R66 PANEL PL BACKFLOW PREVENTER HEAT TRACE 1 1" 2 12 12 THWN
CONDUIT AND CABLE SCHEDULE (POWER)
CKT
NO
CIRCUIT CONDUIT CONDUCTORS PER CONDUIT
NOTES
FROM TO QTY SIZE QTY SIZE GND TYPE
BULK CONDUIT AND CABLE SCHEDULE (POWER)
CKT
NO
CIRCUIT CONDUIT CONDUCTORS PER CONDUIT
NOTES
FROM TO QTY SIZE QTY SIZE GND TYPE
R100 TRANSFORMER T-1 MAIN DISCONNECT SWITCH 2 4" 4 500 2/0 THWN POWER CONDUCTORS
R101 MAIN DISCONNECT SWITCH MANUAL TRANSFER SWITCH 2 4" 4 500 1/0 THWN POWER CONDUCTORS
R102 MANUAL TRANSFER SWITCH MCC 2 4" 3 500 2/0 THWN
R103 MCC FUEL TRANSFER PUMP "BTP-1" 1 2"
THWN
TW
MOTOR FEEDER & HIGH TEMP. SW
R104 MCC FUEL TRANSFER PUMP "BTP-2" 1 2"
THWN
TW
MOTOR FEEDER & HIGH TEMP. SW
1 2 3 4 5
D
C
B
A
SHEET
IDENTIFICATION
D R
A W
N
B
Y
D E
S I G
N
B
Y
S B
S I Z
E
F I
M
E
D A
T E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
M
Y
C
O R
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C K
D
B
Y
Mobile District
US Army Corps of
Engineers ® x
M O
B I L
E
D
I S
T R
I C
T
M O
B I L
E
A
L A
B A
M A
P R
O J E
M
B E
R
P L O
T
S
C A
L E
P L O
T
D
A T
E
C O
L U
M B
B
M
I S
S I S
S I P
P I
F U
E L
F
A C
I L I T
I E
S
R
E P
L A
C E
M E
N T
F
Y
D
L C
O
J E
S
C
S
C
A F
B
P
R O
J E
E
E P
Z
AMENDMENT NO. 0005
F I
M
E
M
U
S A
C E
M
O B
I
S
T R
I C
T C
O L U
M B
B
I N
S T
A L L
F
I L L S
T A
N D
D
R A
W I N
G S
E
P a r k w a y
L a n e
S u i t e
P e a c h t r e e
C o r n e r s
G
A
P h o n e
F a x
W e b w w w p o n d c o c o m
P O
B
N
O
M
A R
NOTES:
1. SEE E-001 FOR ELECTRICAL GENERAL NOTES, LEGEND
AND ABBREVIATIONS.
E-702
C O
N D
U
B
H
E D
U L
E
A T
H
A T
H W
B C
C M
C
E d w g
CONTINUED
W A
T E
R
P
R O
N
T R
O L
B
G
D
A T
E D
| C-141 |
| Sheets and Views |
| C-141 |
| C-142 |
| Sheets and Views |
| C-142 |
| C-143 |
| Sheets and Views |
| C-143 |
| C-144 |
| Sheets and Views |
| C-144 |
| C-502 |
| Sheets and Views |
| C-502 |
| E-405 |
| Sheets and Views |
| E-405 |
| E-702 |
| Sheets and Views |
| E-702 |
File details come from the government source that posted it. Updated .