AM03 DRAWINGS.pdf
PDF 8 MB Posted
- Solicitation number
- W9127820R0104
About this file
This package includes drawings and specifications for the construction of an aircraft maintenance unit and weapons hangar at Hurlburt Field, Florida. The project involves constructing a 105,041 square-foot maintenance hangar with shops, a weapons shop, and supporting facilities. Airfield pavements will provide access to the hangar. Site work includes excavation, fill, stabilization and demolition of seven existing buildings. The work will be performed in accordance with the provided drawings and specifications.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| AM05 DRAWINGS.pdf | ||
| AM05.pdf | ||
| AM04.pdf | ||
| AM04 DRAWINGS.pdf | ||
| AM03.pdf | ||
| Minutes-Pre-Bid site visit.pdf | ||
| Minutes-Pre-Bid demo site visit.pdf | ||
| AM02.pdf | ||
| APPENDIX F- As Builts of Demo Buildings- 1 of 3.zip | ZIP file | |
| APPENDIX F- As Builts of Demo Buildings- 2 of 3.zip | ZIP file | |
| APPENDIX F- As Builts of Demo Buildings- 3 of 3.zip | ZIP file | |
| AM01 Drawings.pdf | ||
| AM01.pdf | ||
| RTA DRAWINGS VOL 2.pdf | ||
| VOL3.PDF | ||
| VOL2.PDF | ||
| VOL4.PDF | ||
| RTA DRAWINGS VOL 1.pdf | ||
| VOL6.PDF | ||
| VOL1.PDF | ||
| VOL5.PDF | ||
| EM 385-1-1.pdf | ||
| RTA DRAWINGS VOL 3.pdf |
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Text version
US Army Corps of Engineers
MOBILE DISTRICT
109 SAINT JOSEPH STREET
MOBILE AL 36602
FTEV153009 SOF AMU &
WEAPONS HANGAR FACILITY
HURLBURT FIELD, FLORIDA
OKALOOSA COUNTY
AUGUST 2020
MOBILE DISTRICT PROJECT CODE: MEF20004
SOLICITATION NUMBER: W9127820R0104
AMENDMENT NO. 0003
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
XXX
X
X
X
X X
X
XXXXXXX
X X
X
XXXXXX
X
STOP FOD
CHECK
50.00'
ECP
34.00'
BASIN
FY20
SOF
HANGAR
ACCESS
APRON
CONCRETE
PATIO
BID SCHEDULE B
GSE ASPAHLT,
BID SCHEDULE A
GSE CONCRETE
SEE CS132
FLIGHTLINE FENCE
5.00'
N
N
N
N
N
E 1276900
E 1276800
E 1276700
TREES
N: 528325.77
E: 1276877.16
B4
CS511
N: 528194.19
E: 1276653.14
N: 528297.09
E: 1276647.90
N: 528396.25
E: 1276873.83
EXISTING
ASPHALT
A C
C E
S
R
O A
D
COLUMN CENTERLINE
N: 528103.16
E: 1276918.03
C2
CS511
B4
CS501
A1
CS504
WETLAND
DISTURBANCE
LIMITS
WETLAND
DISTURBANCE
LIMITS
LIGHT POLE
SEE STRUCTURAL
DRAWINGS FOR SLAB
N: 528487.76
E: 1276870.05
N: 528511.14
E: 1276843.04
N: 528489.91
E: 1276912.25
N: 528398.45
E: 1276916.91
24.00'
REDLINE AT
EDGE OF
PAVEMENT
C3
CS511
A1
CS511
RAMPS AND
STOOPS
SEE CP SHEETS
AND CG SHEETS
FOR PAVEMENT
AND ELEVATIONS
NOTE:
1. SEE SHEET GC009 FOR GENERAL CIVIL NOTES.
LEGEND (PROPOSED WORK)
APRON SHOULDER
ASPHALT PAVEMENT
CONCRETE SIDEWALK
RIP RAP AT FES
GSE ASPHALT
PAVEMENT
CURB AND GUTTER
SECURITY FENCE
X X X
AIRFIELD CONCRETE
PAVEMENT
VEHICULAR CONCRETE
PAVEMENT
SITE VEHICLE
ASPHALT PAVEMENT
X
SOD LIMITS
CS501
C4
CS501
C2
CS501
A4
CS504
A2
CS501
C1
CS501
C2
CS504
B2
CS509
A3
X
X
PEDESTRIAN GATE
VEHICLE GATE
CS508
A4
CS508
B3
BOLLARD
CS506
C2
LIGHT POLES
CU501
A1
H U
R L
B U
T
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L D
F
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Mobile District
US Army Corps of
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SITE PLAN GRID 6
SCALE: 1" = 20'
20' 40'0
N
MATCHLINE - SEE SHEET CS110 FOR CONTINUATION
M A
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AMENDMENT NO. 0003
AutoCAD SHX Text 30137
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J
H
H
H
A C
J
A C
J
STOP FOD
CHECK
ACCESS
APRON
BID SCHEDULE B
GSE ASPHALT,
BID SCHEDULE A
GSE CONCRETE
SEE CS132
EXISTING CENTERLINE STRIPE
EXISTING CENTERLINE STRIPE
FY18
CAPA PROJECT UNDER
CONSTRUCTION BY OTHERS
SHOWN FOR REFERENCE
S H
O U
L D
E R
EDGE OF APRON
AND DOUBLE
YELLOW STRIPE
EXISTING EDGE OF
APRON AND DOUBLE
YELLOW STRIPE
EXISTING SHOULDER
24.00'
MATCH SHOULDER
AND REDLINE
N
N
N
N
N
E 1277300
E 1277200
E 1277100
E 1277000
MATCH
N: 528118.72
E: 1277171.73
MATCH
N: 528112.55
E: 1277052.89
MATCH
N: 528214.32
E: 1277047.71
B4
CS511
MATCH REDLINE / DOUBLE YELLOW
N: 528117.40
E: 1277146.77
MATCH
N: 528201.93
E: 1277086.49
MATCH
N: 528154.54
E: 1277138.97
C1
CS511
B2
CS501
B2
CS501
EXISTING REDLINE
A1
CS511
REDLINE
C3
CS511
C3
CS511
ECP
MATCH EXISTING
REDLINE
C3
CS501
EXISTING REDLINE
AND DOUBLE
YELLOW EDGE
C3
CS501
C2
CS500
C3
CS511
NOTE:
1. SEE SHEET GC009 FOR GENERAL CIVIL NOTES.
LEGEND (PROPOSED WORK)
APRON SHOULDER
ASPHALT PAVEMENT
CONCRETE SIDEWALK
RIP RAP AT FES
GSE ASPHALT
PAVEMENT
CURB AND GUTTER
SECURITY FENCE
X X X
AIRFIELD CONCRETE
PAVEMENT
VEHICULAR CONCRETE
PAVEMENT
SITE VEHICLE
ASPHALT PAVEMENT
X
SOD LIMITS
CS501
C4
CS501
C2
CS501
A4
CS504
A2
CS501
C1
CS501
C2
CS504
B2
CS509
A3
X
X
PEDESTRIAN GATE
VEHICLE GATE
CS508
A4
CS508
B3
BOLLARD
CS506
C2
LIGHT POLES
CU501
A1
H U
R L
B U
E
L D
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A
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B I L
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Mobile District
US Army Corps of
Engineers ®
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SHEET
IDENTIFICATION
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A1
SITE PLAN GRID 10
SCALE: 1" = 20'
20' 40'0
N
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
MATCHLINE - SEE SHEET CS106 FOR CONTINUATION
A
M
A S
H E
K
C
S
D
W G
K
R
O B
E R
T S
C
F
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A R
U T
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S I T
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P
L A
N
G
R
CS110
R e d
H o r s e
R o a d
KEY PLAN
NOT TO SCALE
N
A C
J A
C
JA
C J A
C
JA
C J A
C J
A M
E N
D M
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AMENDMENT NO. 0003
AutoCAD SHX Text 30146
AutoCAD SHX Text 25.19
STOP FOD
CHECK
STOP FOD
CHECK
BID SCHEDULE A GSE CONCRETE
FY18 CAPA PROJECT
(BY OTHERS)
FY20 SOF HANGAR
GSE
CONCRETE
(BASE BID)
ACCESS APRON
(BASE BID)
BID SCHEDULE A
GSE CONCRETE
CONCRETE
PAVEMENT
(BASE BID)
BID OPTION
AIRCRAFT
PARKING APRON
P J C
E 1277155.03
N 528032.68
E 1277051.52
N 527924.14
E 1277094.67
N 527985.48
R
E 1277158.08
N 527972.76
BID OPTION
AIRCRAFT PARKING
APRON STRIPES
BASE BID STRIPES
1.00'
R
R
E 1277152.01
N 528095.16
E 1277148.95
MATCH EXISTING STRIPE
N 528155.08
H U
R L
B U
E
L D
F
L O
R I D
A
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
Mobile District
US Army Corps of
Engineers ®
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R N
O
M
Y
C
O R
E N
G I N
E E
R S
SHEET
IDENTIFICATION
1 2 3 4 5
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F
T E
V
B1
BASE BID + BIDDING SCHEDULE A WITH GSE PAVEMENT AND BID OPTION AIRFIELD APRON STRIPING
SCALE: 1" = 30'
N
NOTE:
1. SEE SHEET GC009 FOR GENERAL CIVIL NOTES.
2. SEE SHEETS CP101-CP131 FOR JOINTING AND
ELEVATIONS FOR CONCRETE PAVEMENT.
R e d
H o r s e
R o a d
KEY PLAN
NOT TO SCALE
N
A C
J A
C
JA
C J
A C
J
A C
J
A C
J
30' 60'0
LEGEND (PROPOSED WORK)
BID SCHEDULE A
GSE CONCRETE
CS501
C1
BOLLARD
CS506
C2
IF BID OPTION IS AWARDED
DO NOT INSTALL DOUBLE
YELLOW EDGE STRIPE
ALONG INTERFACE
CS511
C1
CS511
C3
SEE CS131 FOR CONTINUATION
BID OPTION
AIRFIELD CONCRETE
CS501
A4
REDLINE
M
A S
H E
K
C
S
D
W G
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B U
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A
M O
B I L
E
D
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T R
I C
T
M O
B I L
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A
L A
B A
M A
Mobile District
US Army Corps of
Engineers ®
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R N
O
M
Y
C
O R
E N
G I N
E E
R S
SHEET
IDENTIFICATION
1 2 3 4 5
D
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P
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K W
A Y
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N S
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P L O
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Z:\CLIENTS\ANF\USCOE\SAM\107669_SOFCHARRETTES\HANGARAMU\DESIGN\CIVIL\SHEETS\107669_CS501-CS510.DWG 12/3/2020 3:11 PM CFRANZEN
M
A S
H E
K
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B
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E
D
E T
A I L
S
CS501
NEW CONCRETE
COMPACTED SUBGRADE
(SEE NOTE 1)
T
48"
(MIN)
T
THICKENING
EDGE (5.00')
EXISTING
UNDERLYING
PAVEMENT
LIMITS OF REMOVAL
SHOWN ON PLANS
EXISTING
UNDERLYING
MATERIAL
24" 24"
T
COMPACTED
SUBGRADE
(SEE NOTE 1)
MATCH EXISTING
ASPHALT DEPTH
COMPACTED SUBGRADE
(SEE NOTE 1)
REMOVE EXISTING MATERIAL
ACTUAL SAW CUT FULL
DEPTH AND TACK COAT
EXISTING ASPHALT
PAVEMENT
NEW ASPHALT
PAVEMENT
GCA BASE
COURSE
EDGE OF EXISTING ASPHALT
PAVEMENT, DIMENSION, OR LOCATION
OF SAWCUT INDICATED ON PLANS
8" PORTLAND CEMENT CONCRETE
(SEE SPECIFICATION SECTION 32 13 13.06)
8" GCA BASE COURSE
(SEE SPECIFICATION
SECTION 32 11 23)
ROADS\PARKING:
T = 4" HOT MIX ASPHALT (2" SURFACE
COURSE, 2" INTERMEDIATE COURSE)
(SEE SPECIFICATION SECTION 32 12 16
FOR VEHICLE PAVEMENTS)
AIRFIELD SHOULDER:
T = 2.5" ASPHALT SURFACE COURSE
SEE SPECIFICATION SECTION 32 12 15.13
FOR AIRFIELD SHOULDERS
BITUMINOUS PRIME COAT
(SEE SPECIFICATION SECTION 32 12 13)
BITUMINOUS TACK COAT
(SEE SPECIFICATION SECTION 32 12 13)
8" GCA BASE COURSE
(SEE SPECIFICATION SECTION 32 11 23)
SUBGRADE FILL AND
SATISFACTORY FILL AS
NEEDED
(SEE GRADING PLANS)
SATISFACTORY FILL OR
SELECT GRANULAR FILL
AS NEEDED
GCA BASE COURSE
COMPACTED
SUBGRADE
(SEE NOTE 1)
NOTES:
1. CONSTRUCT IN ACCORDANCE WITH SPEC SECTION 31 00 00.
2. SHADED SLABS OR SLABS INDICATED WITH THE LETTER "R" ON THE JOINT
LAYOUT PLANS SHALL BE REINFORCED PER TABLE 2, DETAIL B1, SHEET
CS503.
3. SEE CG301-CG306 FOR CLEARING, GRUBBING, MUCK REMOVAL AND FILL
LAYERS OF SITE AND SPECIFICATION SECTION 31 00 00 EARTHWORK.
T
T
5.00' MIN 5.00' MIN
NEW HOT MIX
ASPHALT PAVEMENT
PORTLAND CEMENT CONCRETE
BITUMINOUS TACK COAT
(SEE SPECIFICATION
SECTION 32 12 13)
GCA OR ABC BASE
COURSE
(SEE SPECIFICATION
SECTION 32 11 23)
COMPACTED SUBGRADE
(SEE NOTE 1)
GCA OR ABC BASE COURSE
(SEE SPECIFICATION
SECTION 32 11 23)
COMPACTED SUBGRADE
(SEE NOTE 1)
NOTE:
1. CONSTRUCT IN ACCORDANCE WITH SPEC
SECTION 31 00 00.
NOTES:
1. CONSTRUCT IN ACCORDANCE WITH SPEC SECTION 31 00 00.
2. SEE CG301-CG306 FOR CLEARING, GRUBBING, MUCK REMOVAL AND FILL
LAYERS OF SITE AND SPECIFICATION SECTION 31 00 00 EARTHWORK.
EDGE OF EXISTING PAVEMENT,
DIMENSION OR LOCATION
OF SAWCUT INDICATED ON PLANS
T
6" HOT MIX ASPHALT (2" SURFACE
COURSE, 4" INTERMEDIATE COURSE)
(SEE SPECIFICATION SECTION 32 12 16)
BITUMINOUS PRIME COAT
(SEE SPECIFICATION SECTION 32 12 13)
BITUMINOUS TACK COAT
(SEE SPECIFICATION SECTION 32 12 13)
8" GCA BASE COURSE
(SEE SPECIFICATION SECTION 32 11 23)
COMPACTED
SUBGRADE
(SEE NOTE 1)
NOTE:
1. CONSTRUCT IN ACCORDANCE WITH SPEC SECTION 31 00 00.
2. BID SCHEDULE A CONCRETE GSE TO BE IN ACCORDANCE WITH DETAIL C1, THIS
SHEET.
3. SEE CG301-CG306 FOR CLEARING, GRUBBING, MUCK REMOVAL AND FILL
LAYERS OF SITE AND SPECIFICATION SECTION 31 00 00 EARTHWORK.
(SEE NOTE 2)
NOTES:
1. SEE DETAIL B1 ON CS503 FOR REINFORCEMENT WHEN INDICATED ON
THE PLANS, SEE DETAIL A1 CS501.
2. SEE CG301-CG306 FOR CLEARING, GRUBBING, MUCK REMOVAL AND FILL
LAYERS OF SITE AND SPECIFICATION SECTION 31 00 00 EARTHWORK.
A4
SCALE: N.T.S.
AIRFIELD CONCRETE PAVEMENT
SCALE N.T.S.
SITE GSE AND VEHICULAR CONCRETE PAVEMENT
C1
SCALE N.T.S
SITE VEHICLE AND APRON SHOULDER
ASPHALT PAVEMENT
C2
SCALE N.T.S
GSE ASPHALT PAVEMENT
C4
SCALE N.T.S.
TYPE H - JUNCTURE OF NEW ASPHALT AND
EXISTING ASPHALT
B2
SCALE N.T.S.
TYPE A1 - JUNCTURE OF NEW CONCRETE AND
NEW ASPHALT
B4
SCALE N.T.S.
TYPE F - JUNCTURE OF NEW CONCRETE AND
EXISTING ASPHALT
B1
CS503
A3
NOTES:
1. PROVIDE 3" SEPARATION BETWEEN REINFORCEMENT AND EDGE OF SLAB. SEE DETAIL B1 ON
CS503 FOR ADDITIONAL INFORMATION
2. SEE SHEETS CP101-CP111 FOR LOCATIONS OF SLABS.
3. LAP SPACING -
BAR MAT - 24 BAR DIAMETERS
WIRE FABRIC - ONE SPACING OF WIRE OR 32 WIRE DIAMETERS,
WHICHEVER IS GREATER.
REINFORCEMENT PER
TABLE 2 DETAIL B1 ON
CS503
GROUND ROD WHERE
INDICATED
(SEE ELECTRICAL SHEETS)
A1
SCALE: N.T.S.
AIRCRAFT APRON REINFORCED SLAB
W (PANEL WIDTH)
W
P
A N
E L
W
I D
T H
SEE CP SHEETS
S E
E
C
P
S
H E
E T
S
SUBGRADE FILL AND
SATISFACTORY FILL AS
NEEDED
(SEE GRADING PLANS)
SUBGRADE FILL AND
SATISFACTORY FILL AS
NEEDED
(SEE GRADING PLANS)
SUBGRADE FILL AND
SATISFACTORY FILL AS
NEEDED
(SEE GRADING PLANS)
SUBGRADE FILL AND
SATISFACTORY FILL AS
NEEDED
(SEE GRADING PLANS)
FILL MATERIAL
SEE NOTE 2
24" SUBGRADE FILL
15" PORTLAND CEMENT CONCRETE (SEE SPECIFICATION SECTION 32 13 14.13)
8" GRADED CRUSHED AGGREGATE (GCA) BASE COURSE (SECTION 32 11 23)
TACK COAT
SAWCUT 2 INCHES
FOR FINAL SURFACE
COURSE LIFT
EXISTING ASPHALT
PAVEMENT (TO REMAIN)
CS503
A3
NOTE:
1. CONSTRUCT IN ACCORDANCE WITH SPEC SECTION
31 00 00. WITH 95% MODIFIED PROCTOR AASHTO
T-180.
2. SEE CG301-CG306 FOR CLEARING, GRUBBING,
MUCK REMOVAL AND FILL LAYERS OF SITE AND
SPECIFICATION SECTION 31 00 00 EARTHWORK.
NOTE:
1. CONSTRUCT IN ACCORDANCE WITH SPEC SECTION 31 00 00. WITH 95%
MODIFIED PROCTOR AASHTO T-180.
2. PROTECT EXISTING PAVEMENT TO REMAIN FROM UNDERCUTTING OF BASE
COURSE AND COORDINATE BACKFILL WITH CONTRACTING OFFICER.
3. PLACE FINAL LIFT AS ONE CONTINUOUS LANE WITH NO LONGITUDINAL
COLD JOINT.
10.00' FOR FINAL LIFT
EXISTING BASE COURSE
SAWCUT 2 INCHES
FOR FINAL SURFACE
COURSE LIFT
25' UNPAVED SHOULDER AREA
FINISHED GRADE, SEE PAVEMENT
SECTIONS ON CP-501
12"
(TYP)
2-4%
SLOPE
NEW ASPHALT SHOULDER
AGGREGATE BASE
COURSE
COMPACTED SUBGRADE
TOPSOIL
M
I N
2 LIFTS OF HMA
A2
SCALE: N.T.S.
AIRFIELD PAVEMENT DROP EDGE
A M
E N
D M
E N
T
C
L A
R I F
Y
B
H
E D
U
S
I G
N A
T I O
N S
21 @ 12.50' = 150.00'
10.34' 7.67'
8 @ 13.00' = 104.00'
13.66'
9 @ 13.00' = 117.00'
B
E
D
B B B B B B B BBBBB
BBBBBBB
E
E
E
E
E
E
E
E
E
E
E
D
D
D
D
D
D
D
D
D
D
D D D D D D D DDDDD
DDDDDDD
E
E
E
E
E
E
E
E
E E E E E E E E E E
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
D
D
D
D
E
E
E
E
D
D
D
D
E
E
E
E
D
D
D
D
B B B B
D D
DDDDD
DDD D D
DDDDD
DDD D D
DDDDD
DDD D D
DDDDDDDD D D
DDDDDDDD D D
DDDDDDDD D D
DDDDDDDD D D
DDDDDDDD D D
DDDDDDDD D D
DDDDDDDD D D
DDDDD
DDD D D
B1 B1 B1
B1 B1 B1 B1 B1 B1 B1
E
E
E
E
E
E
E
E
E
E
E
E
E
B1
B1
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
D D D D D D D D
E
E
E
E
E
D
E
E E
EE
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
DD D D D D D
DDD D D D D D
DDD D D D D D
B1 B1 B1 B1 B1 B1 B1 B1
D D
E
E
E
D DD D
B1 B1
B1 B1
E
E
E
E
E
E
E
E
E
E
E
B1
A1 A1
A1
A1
A1
A1
A1
B
B
B
B
B
B
B
B
B
B
B
B
B
B
E
E
E
E
A1
CO
I W
I W
C O
BASE BID
CONCRETE
SEE CS105
B A
D
C O
N C
R E
T E
S E
E
C
S
A1
BASE BID + BIDDING SCHEDULE A WITH CONCRETE GSE PAVEMENT AND BID OPTION AIRCRAFT PARKING APRON
SCALE: 1" = 20'
20' 40'0
N
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MATCHLINE - SEE SHEET CP101 FOR CONTINUATION
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
H U
R L
B U
E
L D
F
L O
R I D
A
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
Mobile District
US Army Corps of
Engineers ®
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R N
O
M
Y
C
O R
E N
G I N
E E
R S
SHEET
IDENTIFICATION
1 2 3 4 5
D
C
B
A
O
W N
W
A R
D
P
A R
K W
A Y
K A
N S
T
Y
M
O
B U
R N
D
O N
N E
L L
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
S B
P L O
T
S
C A
L E
S I Z
E x
F I
M
E
C K
D
B
Y
P L O
T
D
A T
E
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
P R
O J E
M
B E
R
C A
D
E
J U
L Y
W R
F T
E V
M E
F
J U
L Y
H A
N G
U
P R
O J E
F
T E
V
MATCHLINE - SEE SHEET CP105 FOR CONTINUATION
CS503
C3
CS503
C2
CS503
B4
CS501
B4
CS503
B1
LEGEND:
DOWELED CONSTRUCTION JOINT
THICKENED EDGE ISOLATION
JOINT AT STRUCTURE
DUMMY CONTRACTION JOINT
NEW PCC TO NEW AC JOINT
REINFORCED SLAB
B1
E
D
A1
CS503
C1
THICKENED EDGE
ISOLATION JOINT
B
CS503
C4
THICKENED EDGE DOWELED
CONSTRUCTION JOINT
G
PAVEMENT JOINTING NOTES:
1. ALL CONCRETE PANELS THAT SUPPORT UTILITY
STRUCTURES OR ARE IRREGULAR IN SHAPE (LESS THAN
0.75 OR GREATER THAN 1.25 ASPECT RATIO OF LENGTH
TO WIDTH) SHALL BE REINFORCED.
2. CONTRACTOR SHALL PROVIDE THICKENED EDGE
ISOLATION JOINT AROUND UTILITY STRUCTURES.
3. ALL JOINT LAYOUT CHANGES SHALL BE APPROVED BY
COR.
4. SEE STRUCTURAL DRAWINGS FOR HANGAR FLOOR SLAB
AND ALL OTHER INTERIOR FLOORS INCLUDING HANGAR
FLOOR FINISH.
5. EXTERIOR FINISH GRADES AT BUILDING ENTRANCES AND
DOORWAY THRESHOLDS SHALL BE MAXIMUM 0.25-INCHES
BELOW BUILDING FINISH FLOOR IF A VERTICAL
THRESHOLD IS PROVIDED, AND SHALL BE MAXIMUM
0.5-INCHES BELOW BUILDING FINISH FLOOR IF A BEVELED
THRESHOLD IS PROVIDED, UNLESS INDICATED
OTHERWISE. STOOPS SLOPE AT 0.5% MAX. RAMPS AT
8.33% MAX. BEGIN SLOPED PAVEMENT 1/4-INCH BELOW
FINISH FLOOR ELEVATION. EXTERIOR FINISH GRADES
ADJACENT TO BUILDING SHALL BE 6-INCHES BELOW
BUILDING FINISH FLOOR UNLESS INDICATED OTHERWISE.
R e d
H o r s e
R o a d
KEY PLAN
NOT TO SCALE
N
A C
J A
C
JA
C J A
C
JA
C J A
C J
GROUNDING POINTS
(SEE ELECTRICAL)
M
A S
H E
K
C
P
D
W G
K
R
O B
E R
T S
C
F
R A
N Z
E N
R
B
A R
U T
H
B A
D
D I N
G
S
C H
E D
U L
E
A
W I T
H
C
O N
C R
E T
E
G
V
E M
E N
T
A N
D
B
T
I O
N
A
I R
C R
A F
T
P A
R K
I N
G
A
P R
O N
CP103
A M
E N
D M
E N
T
C
L A
R I F
Y
B
H
E D
U
S
I G
N A
T I O
N S
C O
C O
C O
C O
C O
C O
J
H
H
XX
STOP FOD
CHECK
STOP FOD
CHECK
E E E E E EEEEEE
E E E E E EEEEEE
E E E E E EEEEEE
E E E E E EEEEEE
E E E E E EEEEEE
E E E E E EEEEEE
A1
A1
A1
A1
A1
A1
D D D D D D D D D D
D D D D D D D D D D
D D D D D D D D D D
D D D D D D D D D D
D D D D D D D D D D
D D D D D D D D D D
E E
E E
E
E
E
D
D D D D D D D
D D D
D
D D D D D D D D
D D D D D D D D
D D D D D D D D
D D D D D D D D
D D D D D D D D
D D D D D D D D
D D D D D D D
D D D D D D D
D D D D D D D
D D D
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E
E
D
EEE
E E E E
DD
D
EEE
B BB B B B B B
B B B
B
D
D
D
11 @ 20.00' = 220.00'
29.99' 30.01' 29.99' 30.01'
50.00' 50.00' 50.00'
8 @ 12.75' = 102.00'
57.69'
A1
PAVEMENT JOINTING PLAN 10 - BASE BID + BIDDING SCHEDULE A WITH CONCRETE GSE PAVEMENT AND BID OPTION AIRCRAFT PARKING APRON
SCALE: 1" = 20'
20' 40'0
N
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H U
R L
B U
E
L D
F
L O
R I D
A
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
Mobile District
US Army Corps of
Engineers ®
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R N
O
M
Y
C
O R
E N
G I N
E E
R S
SHEET
IDENTIFICATION
1 2 3 4 5
D
C
B
A
O
W N
W
A R
D
P
A R
K W
A Y
K A
N S
T
Y
M
O
B U
R N
D
O N
N E
L L
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
S B
P L O
T
S
C A
L E
S I Z
E x
F I
M
E
C K
D
B
Y
P L O
T
D
A T
E
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
P R
O J E
M
B E
R
C A
D
E
J U
L Y
W R
F T
E V
M E
F
J U
L Y
H A
N G
U
P R
O J E
F
T E
V
CS503
C3
CS503
C2
CS503
B4
CS501
B4
CS503
B1
LEGEND:
DOWELED CONSTRUCTION JOINT
THICKENED EDGE ISOLATION
JOINT AT STRUCTURE
DUMMY CONTRACTION JOINT
NEW PCC TO NEW AC JOINT
REINFORCED SLAB
B1
E
D
A1
CS503
C1
THICKENED EDGE
ISOLATION JOINT
B
CS503
C4
THICKENED EDGE DOWELED
CONSTRUCTION JOINT
G
PAVEMENT JOINTING NOTES:
1. ALL CONCRETE PANELS THAT SUPPORT UTILITY
STRUCTURES OR ARE IRREGULAR IN SHAPE (LESS THAN
0.75 OR GREATER THAN 1.25 ASPECT RATIO OF LENGTH
TO WIDTH) SHALL BE REINFORCED.
2. CONTRACTOR SHALL PROVIDE THICKENED EDGE
ISOLATION JOINT AROUND UTILITY STRUCTURES.
3. ALL JOINT LAYOUT CHANGES SHALL BE APPROVED BY
COR.
R e d
H o r s e
R o a d
KEY PLAN
NOT TO SCALE
N
A C
J A
C
JA
C J A
C
JA
C J A
C J
GROUNDING POINTS
(SEE ELECTRICAL)
TIE DOWN
CS511
A3
BASE BID
ACCESS APRON
CP104
MATCH EXISTING
FY18 CAPA JOINT
SPACING
BASE BID CONCRETE
MATCHLINE - SHEET CP111 FOR CONTINUATION
B
H
E D
U
N
C R
E T
E
BID SCHEDULE GSE CONCRETE
BID OPTION AIRCRAFT PARKING APRON
FY18 CAPA PROJECT
WORK BY SEPARATE
CONTRACT SHOWN
FOR REFERENCE
RAMP
1 M 3 4 5 6 7 8 9 10 11
L
N
O
P
Q
M
A S
H E
K
C
P
D
W G
K
R
O B
E R
T S
C
F
R A
N Z
E N
R
B
A R
U T
H
P A
V E
M E
J
I N
T I N
G
P
L A
N
B
A S
E
B
I D
B
I D
D I N
G
S
C H
E D
U L
W
T
H
C O
N C
R E
V
E M
E N
T
A
D
O P
T I O
N
A
I R
C R
A F
T
P
A R
K I N
G
A
P R
O N
CP110
A M
E N
D M
E N
T
C
L A
R I F
Y
B
H
E D
U
S
I G
N A
T I O
N S
W
I W
35.79
35.46
35.27
A1
PAVEMENT ELEVATION PLAN 3 BASE BID + BIDDING SCHEDULE A WITH CONCRETE GSE PAVEMENT
SCALE: 1" = 20'
20' 40'0
N
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MATCHLINE - SEE SHEET CP121 FOR CONTINUATION
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
H U
R L
B U
E
L D
F
L O
R I D
A
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
Mobile District
US Army Corps of
Engineers ®
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R N
O
M
Y
C
O R
E N
G I N
E E
R S
SHEET
IDENTIFICATION
1 2 3 4 5
D
C
B
A
O
W N
W
A R
D
P
A R
K W
A Y
K A
N S
T
Y
M
O
B U
R N
D
O N
N E
L L
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
S B
P L O
T
S
C A
L E
S I Z
E x
F I
M
E
C K
D
B
Y
P L O
T
D
A T
E
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
P R
O J E
M
B E
R
C A
D
E
J U
L Y
W R
F T
E V
M E
F
J U
L Y
H A
N G
U
P R
O J E
F
T E
V
MATCHLINE - SEE SHEET CP125 FOR CONTINUATION
LEGEND:
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
R e d
H o r s e
R o a d
KEY PLAN
NOT TO SCALE
N
A C
J A
C
JA
C J A
C
JA
C J A
C J
STOOP
STOOP
RAMP
STOOP/RAMP
M
A S
H E
K
C
P
D
W G
K
R
O B
E R
T S
C
F
R A
N Z
E N
R
B
A R
U T
H
P A
V E
M E
E
V A
T I O
N
P
L A
N
B A
D
D I N
G
S
C H
E D
U L
E
A
W I T
H
C
O N
C R
E T
E
G
V
E M
E N
T
CP123
A M
E N
D M
E N
T
C
L A
R I F
Y
B
H
E D
U
S
I G
N A
T I O
N S
J
H
STOP FOD
CHECK
STOP FOD
CHECK
36.17
B
H
E D
U L
N
C R
E T
E
BID SCHEDULE GSE CONCRETE
BID OPTION AIRCRAFT PARKING APRON
B
T
I O
N
A
I R
C R
A F
T
P
A R
K I N
G
A
P R
O N
A1
PAVEMENT ELEVATION PLAN 10 - BASE BID + BID OPTION AIRCRAFT PARKING APRON AND BID SCHEDULE A GSE CONCRETE
SCALE: 1" = 20'
20' 40'0
N
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H U
R L
B U
E
L D
F
L O
R I D
A
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
Mobile District
US Army Corps of
Engineers ®
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R N
O
M
Y
C
O R
E N
G I N
E E
R S
SHEET
IDENTIFICATION
1 2 3 4 5
D
C
B
A
O
W N
W
A R
D
P
A R
K W
A Y
K A
N S
T
Y
M
O
B U
R N
D
O N
N E
L L
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
S B
P L O
T
S
C A
L E
S I Z
E x
F I
M
E
C K
D
B
Y
P L O
T
D
A T
E
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
P R
O J E
M
B E
R
C A
D
E
J U
L Y
W R
F T
E V
M E
F
J U
L Y
H A
N G
U
P R
O J E
F
T E
V
MATCHLINE - SEE SHEET CP131 FOR CONTINUATION
LEGEND:
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
R e d
H o r s e
R o a d
KEY PLAN
NOT TO SCALE
N
A C
J A
C
JA
C J A
C
JA
C J A
C J
HANGAR BAY
BASE BID ACCESS APRON
FY18 CAPA
PROJECT BY SEPARATE CONTRACT
SHOWN FOR REFERENCE
M
A S
H E
K
C
P
D
W G
K
R
O B
E R
T S
C
F
R A
N Z
E N
R
B
A R
U T
H
P A
V E
M E
E
V A
T I O
N
P
L A
N
B A
T
I O
N
A
I R
C R
A F
T
P A
R K
I N
G
A
P R
D
S C
H E
D U
N
C R
E T
E
CP130
1 M 3 4 5 6 7 8 9 10 11
L
N
O
P
Q
R
A M
E N
D M
E N
T
C
L A
R I F
Y
B
H
E D
U
S
I G
N A
T I O
N S
| 1 CS106 SITE PLAN GRID 6 |
| 1 CS110 SITE PLAN GRID 10 |
| 1 CS132 BASE BID + BIDDING SCHEDULE A WITH GSE PAVEMENT AND BID OPTION AIRFIELD APRON STRIPING |
| 1 CS501 SITE DETAILS 1 |
| CP103 BASE BID + BIDDING SCHEDULE A WITH CONCRETE GSE PAVEMENT JOINTING PLAN 3 |
| CP110 PAVEMENT JOINTING PLAN 10 - BASE BID + BIDDING SCHEDULE A WITH CONCRETE GSE PAVEMENT |
| CP123 PAVEMENT ELEVATION PLAN 3 BASE BID + BIDDING SCHEDULE A WITH CONCRETE GSE PAVEMENT |
| CP130 PAVEMENT ELEVATION PLAN 10 - BASE BID + BID OPTION AIRCRAFT PARKING APRON AND BID SCHEDULE A GSE CONCRETE |
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