ACPh1RTAPlansVol120171109_-_Part_13_of_17.pdf
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AC_Ph1_RTA_Plans_Vol1_2017_11_09: Due to large files of Plans Volume 1, a total of 17 parts will be attached for Plans Volume 1: 13 of 17
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M M M M M M M M N N
N
N N
N N
N N
N N
V V V V V V V V V V V V V V V V V V V V V V V V V
ASPHALT PARKING LOT
TRASH ENCLOSURE SEE
SHEET CP507 FOR DETAILS
ASPHALT SHOULDER
X X
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MOORING POINT (TYP.)
51 SPACES @ 15' = 765'
4.25'
FUTURE ADMIN. BLDG BY OTHERS
INSTALL EXPANSION JOINT BETWEEN APRON
AND CONCRETE PAD, SEE DETAIL 7, SHEET CJ501
RETAINING WALL, RWN
FLUSH TYPE FIRE HYDRANT
BY ODUS. SEE NOTE 2.
FLUSH TYPE FIRE HYDRANT
BY ODUS. SEE NOTE 2.
FLUSH TYPE FIRE HYDRANT
BY ODUS. SEE NOTE 2.
OPTIONAL OR FUTURE APRON
CONCRETE PAVEMENT, SEE
PHASE 1, VOLUME 3
FUTURE HANGAR
BY OTHERS
SEE NOTE 3
SEE NOTE 3
SEE NOTE 3
SEE NOTE 3
SEE NOTE 3
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U
A
R M
Y
C
O R
P
O
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P R
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R I P
T I O
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PHASE 1
W
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E Y
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V
A
PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.
60'
SCALE:1"= 30'
0 30'
NN
LEGEND
ASPHALT PAVEMENT
CONCRETE PAVEMENT
REINFORCED CONCRETE PAVEMENT, SEE
DETAIL 1 ON SHEET CJ502
REINFORCED CONCRETE PAVEMENT AT
DRAINAGE STRUCTURE, SEE SHEET CP501
OR CP514
HMA SHOULDER PAVEMENT
BITUMINOUS-STABILIZED BASE COURSE
PAVEMENT
APPROACH SLAB, SEE STRUCTURE PLANS
TYPE V - THICKENED EDGE AT BASE
COURSE PAVEMENT, PER DETAIL 1 ON
SHEET CJ501
TYPE O - DOWELED CONSTRUCTION
JOINT, PER DETAIL 2 ON SHEET CJ501
TYPE X - DOWELED CONTRACTION JOINT,
PER DETAIL 3 ON SHEET CJ501
TYPE S - THICKENED EDGE AT HMA
SHOULDER, PER DETAIL 4 ON SHEET CJ501
TYPE J - RIGID - FLEXIBLE PAVEMENT
JOINT, PER DETAIL 11 ON SHEET CJ501
TYPE K - JOINT AT SOUTH APPROACH
SLAB, PER DETAIL 5 ON SHEET CJ502
TYPE L - HMA CONNECTION TO RUNWAY,
PER DETAIL 3 ON SHEET CJ502
TYPE M - THICKENED EDGE AT EDGE, PER
DETAIL 5 ON SHEET CJ501
TYPE A - JOINT AT NORTH APPROACH
SLAB, PER DETAIL 10 ON SHEET CJ501
TYPE N - THICKENED EDGE AT ASPHALT
PAVEMENT PER DETAIL 13 ON CJ501
TYPE U - THICKENED EDGE JOINT PER
DETAIL 12 ON CJ501
V
O
X
S
J
K
L
M
KEY PLAN
SCALE: 1"=1000'
M A
T C
H
L
I N
E
S
H E
CJ112
J O
I N
T I N
G
P
L A
N
P
C
J
D
W G
A
C E
NOTE:
1. FOR LOCATIONS AND DETAILS OF
MOORING POINTS SEE SHEET CP503.
2. FIRE HYDRANTS ARE TO BE DESIGNED
AND CONSTRUCTED BY ODUS. FIRE
HYDRANTS LOCATED IN THE AIRCRAFT
APRON ARE TO BE FLUSH TYPE DRY
BARREL HYDRANTS WITH LIDS RATED FOR
HS-20 LOADING. COORDINATION BETWEEN
THE PAVEMENT CONTRACTOR AND ODUS
UTILITY CONTRACTOR IS REQUIRED FOR
PAVEMENT OPENING, JOINTING, AND
FINISHED APRON GRADING.
3. PANELS CONTAINING DRAINAGE
STRUCTURES ARE TO BE REINFORCED
CONCRETE PAVEMENT WITH THICKENED
EDGE JOINTS AROUND ITS PERIMETER.
A
N
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O O O O O O O O O O O O O O O O
O O O O O O O O O O O O O O O O
O O O O O O O O O U O O O O O O
O O O O O O O O O U O O O O O O
O O O O O O O O O O O O O O O O
O OO O O O U O O O O
O OO O O O O O O O O
O OO O O O U O O O O
O OO O O O U O O O O
O OO O O O O O O O O
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S SS SS SS SS SS S
V V V V V V V V V V V V V V V V V V V V V V V V V VV VV V V V
RETAINING WALL, RWN
ASPHALT SHOULDER
OPTIONAL OR FUTURE APRON
CONCRETE PAVEMENT, SEE
PHASE 1, VOLUME 3
MOORING POINT (TYP.)
RETAINING WALL, RWE
51 SPACES @ 15' = 765'
4 SPACES @ 12.5' = 50'
11 SPACES @ 15' = 165'
5'
S
P A
C E
S
P A
C E
SOUTH APPROACH SLAB
INSTALL ASPHALT CONSTRUCTION
JOINT BETWEEN SHOULDER AND
APPROACH SLAB, SEE DETAIL 8 ON
SHEET CJ501 (TYP.)
FLUSH TYPE FIRE HYDRANT
BY ODUS. SEE NOTE 2.
FLUSH TYPE FIRE HYDRANT
BY ODUS. SEE NOTE 2.
FUTURE HANGAR BY OTHERS
SEE NOTE 3
SEE NOTE 3
SEE NOTE 3
SEE NOTE 3
US Army Corps of Engineers ®
SHEET OF
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
F I L
E
N
A M
E
I S
S U
E
D
A T
E
F I L
E
N
U M
B E
R
1 2 3 4 5
D
C
B
A
R T
A
S
U B
M I T
T A
L
P R
O J E
C O
N T
R A
M A
R K
D E
S C
R I P
T I O
N D
A T
E
PHASE 1
W
R
S
R
I N
N E
R T
R
C
A R
E Y
S
R
I N
N E
R T
H
W
E A
V E
R
A V
I A
T I O
N
C
O M
P L
E X
V O
L U
I T
E
C
O N
S T
R U
C T
I O
N
N O
R F
O L
K
D
I S
T R
I C
T
N O
R F
O L
K
V
A
PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.
60'
SCALE:1"= 30'
0 30'
KEY PLAN
SCALE: 1"=1000'
M A
T C
H
L
I N
E
S
E
CJ113
J O
I N
T I N
G
P
L A
N
P
C
J
D
W G
NN
A
C E
LEGEND
ASPHALT PAVEMENT
CONCRETE PAVEMENT
REINFORCED CONCRETE PAVEMENT, SEE
DETAIL 1 ON SHEET CJ502
REINFORCED CONCRETE PAVEMENT AT
DRAINAGE STRUCTURE, SEE SHEET CP501
OR CP514
HMA SHOULDER PAVEMENT
BITUMINOUS-STABILIZED BASE COURSE
PAVEMENT
APPROACH SLAB, SEE STRUCTURE PLANS
TYPE V - THICKENED EDGE AT BASE
COURSE PAVEMENT, PER DETAIL 1 ON
SHEET CJ501
TYPE O - DOWELED CONSTRUCTION
JOINT, PER DETAIL 2 ON SHEET CJ501
TYPE X - DOWELED CONTRACTION JOINT,
PER DETAIL 3 ON SHEET CJ501
TYPE S - THICKENED EDGE AT HMA
SHOULDER, PER DETAIL 4 ON SHEET CJ501
TYPE J - RIGID - FLEXIBLE PAVEMENT
JOINT, PER DETAIL 11 ON SHEET CJ501
TYPE K - JOINT AT SOUTH APPROACH
SLAB, PER DETAIL 5 ON SHEET CJ502
TYPE L - HMA CONNECTION TO RUNWAY,
PER DETAIL 3 ON SHEET CJ502
TYPE M - THICKENED EDGE AT EDGE, PER
DETAIL 5 ON SHEET CJ501
TYPE A - JOINT AT NORTH APPROACH
SLAB, PER DETAIL 10 ON SHEET CJ501
TYPE N - THICKENED EDGE AT ASPHALT
PAVEMENT PER DETAIL 13 ON CJ501
TYPE U - THICKENED EDGE JOINT PER
DETAIL 12 ON CJ501
V
O
X
S
J
K
L
M
A
N
U
NOTE:
1. FOR LOCATIONS AND DETAILS OF MOORING POINTS,
SEE SHEET CP503.
2. FIRE HYDRANTS ARE TO BE DESIGNED AND
CONSTRUCTED BY ODUS. FIRE HYDRANTS LOCATED
IN THE AIRCRAFT APRON ARE TO BE FLUSH TYPE
DRY BARREL HYDRANTS WITH LIDS RATED FOR
HS-20 LOADING. COORDINATION BETWEEN THE
PAVEMENT CONTRACTOR AND ODUS UTILITY
CONTRACTOR IS REQUIRED FOR PAVEMENT
OPENING, JOINTING, AND FINISHED APRON
GRADING.
3. PANELS CONTAINING DRAINAGE STRUCTURES ARE
TO BE REINFORCED CONCRETE PAVEMENT WITH
THICKENED EDGE JOINTS AROUND ITS PERIMETER.
HH
H
H
HH
H
HH
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
L
T
W
122+00120+00 121+00119+00117+00 118+00116+00
RUNWAY 14/32
T A
X I W
A Y
25' 25' 25' 25'
L RW
RPA
C
C
WETLAND LIMIT
ASPHALT
SHOULDER
A
L
INSTALL ASPHALT CONSTRUCTION
JOINT BETWEEN SHOULDER AND
APPROACH SLAB, SEE DETAIL 8 ON
SHEET CJ501 (TYP.)
NORTH APPROACH SLAB
US Army Corps of Engineers ®
SHEET OF
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.
NN
60'
SCALE:1"= 30'
0 30'
KEY PLAN
SCALE: 1"=1000'
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LEGEND
ASPHALT PAVEMENT
CONCRETE PAVEMENT
REINFORCED CONCRETE PAVEMENT, SEE
DETAIL 1 ON SHEET CJ502
REINFORCED CONCRETE PAVEMENT AT
DRAINAGE STRUCTURE, SEE SHEET CP501
OR CP514
HMA SHOULDER PAVEMENT
BITUMINOUS-STABILIZED BASE COURSE
PAVEMENT
APPROACH SLAB, SEE STRUCTURE PLANS
TYPE V - THICKENED EDGE AT BASE
COURSE PAVEMENT, PER DETAIL 1 ON
SHEET CJ501
TYPE O - DOWELED CONSTRUCTION
JOINT, PER DETAIL 2 ON SHEET CJ501
TYPE X - DOWELED CONTRACTION JOINT,
PER DETAIL 3 ON SHEET CJ501
TYPE S - THICKENED EDGE AT HMA
SHOULDER, PER DETAIL 4 ON SHEET CJ501
TYPE J - RIGID - FLEXIBLE PAVEMENT
JOINT, PER DETAIL 11 ON SHEET CJ501
TYPE K - JOINT AT SOUTH APPROACH
SLAB, PER DETAIL 5 ON SHEET CJ502
TYPE L - HMA CONNECTION TO RUNWAY,
PER DETAIL 3 ON SHEET CJ502
TYPE M - THICKENED EDGE AT EDGE, PER
DETAIL 5 ON SHEET CJ501
TYPE A - JOINT AT NORTH APPROACH
SLAB, PER DETAIL 10 ON SHEET CJ501
TYPE N - THICKENED EDGE AT ASPHALT
PAVEMENT PER DETAIL 13 ON CJ501
TYPE U - THICKENED EDGE JOINT PER
DETAIL 12 ON CJ501
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AutoCAD SHX Text
EOI
DRILL AND EPOXY
SMOOTH PAINTED DOWEL
WITH END CAP, LUBRICATE
END IN SECONDARY POUR
INITIAL POUR OR
EXISTING PAVEMENT
SECONDARY POUR
BACKER
MATERIAL
(7/8" DIA)
3/4" PREFORMED
EXPANSION
JOINT FILLER
JET FUEL
RESISTANT JOINT
(SELF-LEVELING)
CONCRETE PAVEMENT
FOR AIRFIELDS
HOT-MIX ASPHALT
BASE COURSE
HOT MIX ASPHALT
JET FUEL
RESISTANT JOINT
(SELF-LEVELING)
S E
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N
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BACKER
MATERIAL
(5/8" DIA)
GENERAL PAVING NOTES:
1. USE TYPE "O" DOWELED CONSTRUCTION
JOINT WHERE PAVING OPERATIONS ARE
DELAYED OR STOPPED.
2. DOWELS SHALL BE PROPERLY POSITIONED
BY USE OF AN APPROVED SUPPORT
ASSEMBLY.
3. SAWED EDGES OF PAVEMENT SHALL BE
STRAIGHT, VERTICAL AND SMOOTH.
4. JOINTS SHALL BE THOROUGHLY CLEARED
BY COMPRESSED WATER AND WET SAND
BLASTED PRIOR TO APPLICATION OF THE
SEALANT.
5. JOINT FACES SHALL BE DRY PRIOR TO
PLACING SEALANT PRIMER MATERIAL.
6. JOINT DEPTH SHALL BE IN ACCORDANCE
WITH JOINT SEALANT MANUFACTURER'S
SPECIFICATIONS.
7. SEE SHEET CJ502 FOR WELDED WIRE
REINFORCEMENT DETAILS.
8. CONTRACTOR SHALL PLACE END CAPS AND
PROTECT WITH TAPE TO PREVENT
DELETERIOUS MATERIAL FROM ENTERING
THE END CAPS.
S E
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5' MINIMUM
5' MIN. OR FULL WIDTH OF SLAB
IF LESS THAN 10'
CONCRETE PAVEMENT FOR AIRFIELDS
HOT MIX ASPHALT
AIRFIELD PAVING
3/8"
AIRFIELD PAVING
AGGREGATE
BASE COURSE
FORMED
BUTT
JOINT
DRAINAGE LAYER
AGGREGATE
SEPARATION COURSE
1'
10'
3/4" WIDE JET FUEL
RESISTANT JOINT
(SELF-LEVELING)
AGGREGATE BASE
COURSE
HOT MIX ASPHALT
AIRFIELD PAVING
AGGREGATE
SEPARATION COURSE
DRAINAGE LAYER
PCC BURIED SLAB
HEAVY DUTY ENGINEERING FABRIC "PAVEPREP" AS
MANUFACTURED BY THE PAVEPREP CORPORATION
OR APPROVED EQUAL
COMPACTED SUBGRADE
3"
1'
1'
PAINT AND OIL ONE
END OF DOWEL
1 2
5' MINIMUM
CONCRETE PAVEMENT
FOR AIRFIELDS
DOWEL 16" LENGTH
3/4" DIAMETER
12" SPACING
DOWEL 16" LENGTH
3/4" DIAMETER
12" SPACING
COMPACTED
SUBGRADE
10'
3/4" WIDE JET FUEL
RESISTANT JOINT
(SELF-LEVELING)
AGGREGATE BASE
COURSE
HOT MIX ASPHALT
AIRFIELD PAVING
AGGREGATE
SEPARATION COURSE
DRAINAGE LAYER
CONCRETE
OVERLAY
PCC BURIED
SLAB
HEAVY DUTY ENGINEERING
FABRIC "PAVEPREP" AS
MANUFACTURED BY THE
PAVEPREP CORPORATION
OR APPROVED EQUAL
COMPACTED
SUBGRADE
3"
1'
1'
3/4" PREFORMED EXPANSION JOINT FILLER
CONCRETE
APPROACH SLAB
5' MIN. OR FULL WIDTH
OF SLAB IF LESS THAN 10'
CONCRETE
PAVEMENT FOR
AIRFIELDS
HOT-MIX ASPHALT BASE COURSE
DRAINAGE LAYER
AGGREGATE SEPARATION COURSE
HOT-MIX ASPHALT
BASE COURSE
DRAINAGE LAYER
AGGREGATE
SEPARATION
COURSE
CONCRETE PAVEMENT
FOR AIRFIELDS
COMPACTED
SUBGRADE
5' MINIMUM
5' MINIMUM
CONCRETE PAVEMENT
FOR AIRFIELDS
HOT-MIX ASPHALT BASE
COURSE PAVEMENT
CONCRETE PAVEMENT
FOR AIRFIELDS
HOT-MIX ASPHALT
BASE COURSE
HOT MIX ASPHALT
AIRFIELD PAVING
5' MIN. OR FULL WIDTH OF SLAB
IF LESS THAN 10'
AGGREGATE BASE COURSE
DRAINAGE LAYER
AGGREGATE
SEPARATION COURSE
1'
COMPACTED
SUBGRADE
DOWEL
20" LENGTH
1" DIAMETER
18" SPACING
DRAINAGE LAYER
AGGREGATE SEPARATION
COURSE
3/4"
1 2
SMOOTH PAINTED DOWEL WITH END CAP,
LUBRICATE END IN SECONDARY POUR
DRILL AND EPOXY
IN INITIAL POUR
1 4
SMOOTH PAINTED DOWEL
WITH END CAP, LUBRICATE
END IN SECONDARY POUR
JET FUEL
RESISTANT JOINT
(SELF-LEVELING)
DOWEL
20" LENGTH
1" DIAMETER
18" SPACING
3/4" PREFORMED
EXPANSION JOINT FILLER
DRILL AND EPOXY
IN INITIAL POUR
NOT TO SCALE
TYPE V - THICKENED EDGE AT BASE COURSE PAVEMENT
NOT TO SCALE
TYPE O - DOWELED CONSTRUCTION JOINT
NOT TO SCALE
TYPE X - DOWELED CONTRACTION JOINT
NOT TO SCALE
TYPE S - THICKENED EDGE AT HMA SHOULDER
NOT TO SCALE
TYPE M - THICKENED EDGE AT EDGE
NOT TO SCALE
TYPICAL CONSTRUCTION JOINT
NOT TO SCALE
TYPICAL EXPANSION JOINT
NOT TO SCALE
ASPHALT CONSTRUCTION JOINT
NOT TO SCALE
TYPICAL CONTRACTION JOINT
NOT TO SCALE
TYPE A - JOINT AT NORTH APPROACH SLAB
NOT TO SCALE
TYPE J - RIGID - FLEXIBLE PAVEMENT JOINT
NOT TO SCALE
TYPE U - THICKENED EDGE JOINT
NOT TO SCALE
TYPE N - THICKENED EDGE AT ASPHALT PAVEMENT
JET FUEL
RESISTANT JOINT
(SELF-LEVELING)
BACKER
MATERIAL
(5/8" DIA)
INITIAL
SAWCUT (1/8")
1/2"
1/8"
NOTE: REFER TO SPECIFICATIONS SECTION 32 12 15.13, PARAGRAPH 3.10.3, FOR SPECIFIC
CONSTRUCTION PROCEDURES FOR HMA PAVEMENT AT PCC PAVEMENT INTERFACE.
NOTE: REFER TO SPECIFICATIONS SECTION 32 12 15.13, PARAGRAPH 3.10.3, FOR SPECIFIC
CONSTRUCTION PROCEDURES FOR HMA PAVEMENT AT PCC PAVEMENT INTERFACE.
NOTE: REFER TO SPECIFICATIONS SECTION 32 12 15.13, PARAGRAPH 3.10.3, FOR SPECIFIC
CONSTRUCTION PROCEDURES FOR HMA PAVEMENT AT PCC PAVEMENT INTERFACE.
NOTE: REFER TO SPECIFICATIONS SECTION 32 12 15.13,
PARAGRAPH 3.10.3, FOR SPECIFIC CONSTRUCTION
PROCEDURES FOR HMA PAVEMENT AT PCC
PAVEMENT INTERFACE.
CJ501
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DOWELED LONGITUDINAL
CONSTRUCTION JOINT
MAXIMUM DISTANCE FROM JOINT = 1/2 WIRE SPACING
DOWEL
16" LENGTH
3/4" DIAMETER
12" SPACING
DOWELED TRANSVERSE
CONSTRUCTION JOINT
6"
WELDED WIRE
SHEET
MAXIMUM DISTANCE FROM JOINT = 1/2 WIRE SPACING
DOWEL
16" LENGTH
3/4" DIAMETER
12" SPACING
WIRE SPACING
S H
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SHEET LENGTH
MAXIMUM DISTANCE FROM
JOINT = 3"
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6"
SHEET LENGTH
DOWELED TRANSVERSE
CONSTRUCTION JOINT
INTERFERENCE BETWEEN DOWELS
FOR LONGITUDINAL AND TRANSVERSE
JOINTS SHALL BE RESOLVED BY DELETING
THE TRANSVERSE JOINT DOWEL
MAXIMUM DISTANCE FROM JOINT = 3"
DOWEL
16" LENGTH
3/4" DIAMETER
12" SPACING
DOWELED LONGITUDINAL
CONSTRUCTION JOINT
6"
WELDED WIRE
SHEET
REINFORCED SLAB NOTES:
1. REINFORCING STEEL IS NOT CARRIED THROUGH THE JOINT.
2. UNLESS OTHERWISE NOTED, ALL WELDED WIRE FABRIC SHALL
BE COMPOSED OF W4 WIRE AND SPACING SHALL BE 6".
WELDED WIRE FABRIC SHALL CONFORM TO THE
REQUIREMENTS OF SPECIFICATIONS SECTION 03 20 00.00 10.
3. SEE SHEET CJ501 FOR JOINT DETAILS.
4. DOWEL BAR SPACING SHALL BE 12" ON CENTER. DOWEL BARS
SHALL BE SPACED AT LEAST 6" FROM ANY SLAB CORNER AND
THE SPACING FROM THE LAST DOWEL BARS ON A SIDE TO THE
ADJACENT CORNERS SHALL BE THE SAME AT BOTH ENDS OF
THE SLAB.
5. CONTRACTOR SHALL PLACE END CAPS AND PROTECT WITH
TAPE TO PREVENT DELETERIOUS MATERIAL FROM ENTERING
THE END CAPS.
WELDED WIRE SHEET
NUMBER OF DOWELS PER SLAB
AND DOWEL SPACING VARIES
DOWELS SHALL NOT BE SPACED
CLOSER THAN 60% OF THE
DOWEL LENGTH TO A JOINT
NUMBER OF DOWELS
PER SLAB AND DOWEL
SPACING VARIES
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TRANSVERSE
WIRE
DOWELED LONGITUDINAL
CONSTRUCTION JOINT
MAXIMUM
PROJECTION = 3"
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3 3/4"
2 7/8"
3 3/4"
2 7/8"
3 3/4"
2 7/8"
TACK COAT
24"
2"
4" HMA AIRFIELD PAVING
8" AGGREGATE BASE COURSE
4" DRAINAGE LAYER
4" AGGREGATE SEPARATION COURSE
AGGREGATE SEPARATION COURSE
DRAINAGE LAYER
BITUMINOUS-STABILIZED BASE COURSE
5'
CONCRETE OVERLAY
CONCRETE PAVEMENT FOR AIRFIELDS
CONCRETE
APPROACH
SLAB
COMPACTED
SUBGRAGE
15"
4"
EXISTING HMA PAVEMENT
DEPTH VARIES
MILL AND OVERLAY
SAW CUT
DOWEL
20" LENGTH
1" DIAMETER
18" SPACING
NOT TO SCALE
WELDED WIRE REINFORCEMENT SHEET DETAIL
A
B
NOT TO SCALE
DOWELING DETAIL
NOT TO SCALE
TYPE L - HMA CONNECTION TO RUNWAY
NOT TO SCALE
DETAIL FOR TERMINATION OF STEEL AT JOINT
NOT TO SCALE
TYPE K - JOINT AT SOUTH APPROACH SLAB
NOT TO SCALE
SECTION
A
NOT TO SCALE
SECTION
B
SMOOTH PAINTED DOWEL WITH END CAP,
LUBRICATE END WITH CAP
DRILL AND EPOXY
SMOOTH PAINTED DOWEL WITH END CAP,
LUBRICATE END WITH CAP
DRILL AND EPOXY
SMOOTH PAINTED DOWEL WITH END CAP,
LUBRICATE END WITH CAP
DRILL AND EPOXY
DRILL AND EPOXY
SMOOTH PAINTED DOWEL
WITH END CAP,
LUBRICATE END WITH CAP
US Army Corps of Engineers ®
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CJ501
12'-6"
PANELS AT INLETS SHALL BE
WARPED FOR SUMP ELEVATIONS.
SEE SHEETS CP509 AND CP510 FOR
DETAILED PAVEMENT GRADES AS
INDICATED ON SHEETS CJ503
THROUGH CJ506
CENTER POINT OF DRAINAGE
STRUCTURE. SEE SHEET CG601
FOR COORDINATES AND GRATE
ELEVATION.
1 OF 4 1"
PVC PIPES
C
C
B
C
C
C
1'-3"
2 - #7 X 5'-0"
@ 45° (TYP.)
3"
5 - #8 @ 12" C-C T
5 - #8 @ 12" C-C T
3 - #8 @ 12" C-C T
3 - #7 @ 12" C-C B
1'
12'-6"
1'-3"
1'
2'-8"
3"
THICKENED EDGE
EXPANSION JOINT
(TYP.)
THICKENED EDGE
EXPANSION JOINT
(TYP.)
" = 1'
NEENAH R-3475-H OR EQUIVALENT
(8'-0" x 2'-8") GRATE AND FRAME
SHALL BE CAPABLE OF
WITHSTANDING 100,000 LBS MIN.
5 - #7 @ 12" C-C B
5 - #7 @ 12" C-C B
C
NOTES:
1. SEE SHEET CG511 FOR EROSION AND SEDIMENT CONTROL DETAIL FOR
PARTIALLY CONSTRUCTED INLET. SILT FENCE DROP INLET PROTECTION
WILL BE USED ON INTERIM CONDITION WITHOUT ANY GRATE INSTALLED
ON THE TOP OF THE PARTIALLY CONSTRUCTED INLET.
2. ALL CAST-IN-PLACE CONCRETE SHALL MEET THE REQUIREMENTS OF
SPECIFICATIONS SECTION 32 13 11.
3. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60.
4. INSTALL 4, 1" PVC PIPES THROUGH THE SIDE OF THE REINFORCED
CONCRETE PIPE AT EQUAL SPACES AROUND THE PIPE
CIRCUMFERENCE. THE PVC PIPE SHALL BE FLUSH WITH THE INSIDE
AND OUTSIDE FACES OF THE REINFORCED CONCRETE PIPE AND SET
INTO THE CONCRETE WITH EPOXY. THE ELEVATION OF THE BOTTOM OF
THE PVC PIPE SHALL MATCH THE ELEVATION OF THE BOTTOM OF THE
DRAINAGE LAYER. THE PVC PIPE SHALL BE SLOPED TO DRAIN INTO THE
REINFORCED CONCRETE PIPE. A 12"X12" SHEET OF GEOTEXTILE FILTER
FABRIC SHALL BE PLACED ON THE OUTSIDE FACE OF THE REINFORCED
CONCRETE PIPE CENTERED ON THE PVC PIPE.
PANELS AT INLETS SHALL BE A
MINIMUM THICKNESS OF 9
SCALE
PLAN
CONTRACTION JOINT
NEENAH R-3475-H OR EQUIVALENT
(8'-0" x 2'-8") GRATE AND FRAME
SHALL BE CAPABLE OF
WITHSTANDING 100,000 LBS MIN.
NEENAH R-3475-H OR EQUIVALENT
(8'-0" x 2'-8") GRATE AND FRAME
SHALL BE CAPABLE OF
WITHSTANDING 100,000 LBS MIN.
6'-3"
3" CLR. (TYP.)
L
6"
1" 4'-0"
9"
1'-4"
THICKENED EDGE
EXPANSION JOINT
SEE CJ501 FOR
DETAILS
SPACE BETWEEN TOP
OF REINFORCED CONCRETE PIPE
AND BOTTOM OF PAVEMENT
TOP OF
REINFORCED
CONCRETE PIPE
BOTTOM OF PAVEMENT
AT INLET STRUCTURE
2 - #7 DIAG.
#8 @ 12" SPA.
C-C TOP (TYP.)
#7 @ 12" SPA.
C-C BOT (TYP.)
JOINT SEAL
(TYP.)
4" BITUMINOUS-
STABILIZED BASE COURSE
4" DRAINAGE LAYER
COMPACTED
SUBGRADE
4" AGGREGATE
SEPARATION COURSE
#6 @ 12"
SPA. (TYP.)
THE SLAB IN THE ADJACENT PANEL
TRANSITIONS FROM A 9
" THICKENED
EDGE TO THE TYPICAL SLAB THICKNESS.
12"X12" GEOTEXTILE FILTER
FABRIC CENTERED ON PVC PIPE
SCALE: 1"=1'
DETAIL
E
1" PVC PIPE
8'-0"
15'-0"
6" X 6" - W5.5 X W5.5 WELDED
WIRE FABRIC OR EQUIVALENT AREA
1'-0" (TYP.) 1'-0" (TYP.)
11'-6"
2" (TYP.)
" = 1'SCALE:
SECTION
B
SCALE:
SECTION FOOTING
C
F
" = 1'
7'-6"
3" CLR. (TYP.)
L
6"
1"
4'-0"
9"
THICKENED EDGE
EXPANSION JOINT SEE
CJ501 FOR DETAILS
#8 @ 12" SPA.
C-C TOP (TYP.)
#7 @ 12" SPA.
C-C BOT (TYP.)
2 - #7 DIAG.
JOINT SEAL
(TYP.)
COMPACTED
SUBGRADE
SPACE BETWEEN TOP
OF REINFORCED CONCRETE PIPE
AND BOTTOM OF PAVEMENT
THE SLAB IN THE ADJACENT PANEL
TRANSITIONS FROM A 9
" THICKENED
EDGE TO THE TYPICAL SLAB THICKNESS.
4" BITUMINOUS-
STABILIZED BASE COURSE
4" DRAINAGE LAYER
4" AGGREGATE
SEPARATION COURSE
TOP OF
REINFORCED
CONCRETE PIPE
BOTTOM OF PAVEMENT
AT INLET STRUCTURE
1'-5
#6 @ 12" SPA. (TYP.)
SCALE: 1"=1'
DETAIL
F
12"X12" GEOTEXTILE FILTER
FABRIC CENTERED ON PVC PIPE
1" PVC PIPE
NEENAH R-3475-H OR
EQUIVALENT (8'-0" x 2'-8")
GRATE AND FRAME SHALL BE
CAPABLE OF WITHSTANDING
100,000 LBS MIN.
8'-0"
RINKER 96" REINFORCED
CONCRETE PIPE OR
EQUIVALENT (TYP.)
" = 1'
12'-6"
1 2
3 4
SCALE:
SECTION
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PHASE 1
W
R
L
P
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S C
O T
T
A
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M I T
H
H
W
E A
V E
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A V
I A
T I O
N
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P L
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V O
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C
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N O
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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.
CP501
A P
R O
N
I N
L E
T
D
E T
A I L S
P
C
P
D
W G
D
1.2
1.2
1.6
.6
2.0
2.0
2.0
2.4
2.4
2.8
2.8
2.8
3.2
3.2
3.6
3.6
4.0
4.0
4.4
.4
4.4
4.8
4.8
5.2
5.2
5.2
5.6 5.6
6.0
6.0
6.0
6.4
6.4
6.4
TW 502+31, 58 RT
TW 502+50, 63 RT
℄ STONE-LINED WATERWAY
WALL MSE-N
RIPRAP CLASS 1
TW 502+39, 75 RT
WALL MSE-N SLOPE
PROTECTION SEE SHEET
SB103
TW 502+35,
160 RT
0.8
.2
.2
1.6
2.0
2.4
2.4 2.8
2.8
3.2
3.2
3.6
.6
4.0
4.0
.4
4.4
.8
4.8
5.2
5.2
5.6
5.6
6.0
6.0
6.0
TW 502+31, 58 LT
TW 502+50, 63 LT
℄ STONE-LINED WATERWAY
WALL MSE-N
RIPRAP
CLASS 1
TW 502+39, 74 LT
WALL MSE-N SLOPE PROTECTION
SEE SHEET SB103
TW 502+35,
160 LT
5.2
.2
.4
.8
.8
0.8
.4
10.0
10.0
10.0
.6
3.6
.8
6.8
.2
0.4
4.8
.8
10.0
.0
0.0
.0
.0
0.0
.0
0.0
0.0
0.0
0.0
0.0
.0
0.0
.4
0.4
.4
.4
0.4
.4
0.4
0.4
.4
.4
0.4
.4
0.4
.4
.4
0.8
0.8
0.8
0.8
0.8
.8
.8
.8
0.8
.8
.8
.8
1.2
1.2
.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
.2
.2
.2
.2
1.2
1.2
.2
.2
1.2
1.2
1.2
1.6
1.6
1.6
1.6
.6
.6
.6
.6
1.6
1.6
1.6
1.6
.6
.6
1.6
1.6
.6
2.0
2.0
.0
2.0
.0
2.0
.0
2.0
2.0
2.0
.0
2.0
2.0
2.0
.02.0
.0
2.0
.4
.4
.4
2.4
.4
2.4
2.4
2.4
2.4
2.4
2.4
.4
2.4
2.4
.4
2.4
.4
2.4
.4
.4
2.8
2.8
.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
.8
.8
8 2 .8
2.8
.8
2.8
2.8
2.8
2.8
2.8
.8
.8
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
.2
.2
.2
3.2
.2
3.2
3.2
.2
.2
3.2
3.6
.6
.6
3.6
3.6
3.6
3.6
3.6
.6
3.6
3.6
3.6
3.6
3.6
.6
.6
.6
.6
3.6
3.6
3.6
3.6
3.6
3.6
.0
4.0
4.0
4.0
4.0
4.0
.0
4.0
4.0
.0
4.0
.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
.0
0 4
.0
4.0
.0
4.0
.0
4.0
4.0
.0
4.4
4.4
4.4
4.4
.4
4.4
4.4
4.4
.4
4.44.4
4.4
4.4
.4
4.4
4.4
.4
.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
.4
4.4
.4
4.8
4.8
4.8
4.8
4.8
4.8
.8
4.8
.8 4.8
.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
.8
4.8
4.8
4.8
4.8
4.8
.8
5.2
5.2
.2
5.2
5.2
5.2
5.2
5.2
5.2
.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
.2
5.2
5.2
5.2
5.2
5.6
.6
5.6
5.6
5.6
5.6
5.6
.6
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.65.6
5.6
.6
5.6
5.6
5.6
5.6
5.6
6.0
.0
.0
6.0
.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
.0
6.0
6.0
6.0
.4
6.4
6.4
6.46.4
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.8
6.8
6.8
6.8
6.8
.2
7.2
7.2
.2
7.2
7.2
7.2
7.2
.2
7.6
7.6
7.6
7.6
.6
7.6
.6
.6
.0
8.0
.0
.0
.0
8.0
.0
.0
8.0
8.0
.0
8.4
8.4
8.4
8.4
.4
8.4
8.4
8.4
8.48.4
8.4
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.6
9.6
9.6
9.6
.6
9.6
9.6
9.6
.6
9.69 .6
10.0
10.0
10.0
.0
.0
10.0
.0
.0
10.4
10.4 1
.4
10.4
10.4
10.4
.4
10.4
10.4
10.4
.4
10.4
10.8
10.8
H
H
H
H H
H
H
H
H
H
H
H
H
H
H
H
H
H
114+50 115+00 115+50 116+00 116+50 117+00 117+50
118+00 118+50 119+00 119+50 120+00 120+50 121+00 121+50 122+00 122+50
US Army Corps of Engineers ®
SHEET OF
SHEET ID
M
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C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
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S U
B M
I T
T E
D
B
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S I Z
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C H
E C
K E
D
B
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A N
S I
D
F I L
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N
A M
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I S
S U
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D
A T
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F I L
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N
U M
B E
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1 2 3 4 5
D
C
B
A
R T
A
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U B
M I T
T A
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P R
O J E
C O
N T
R A
M A
R K
D E
S C
R I P
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N D
A T
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PHASE 1
W
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S
Z
A M
A N
S
Z
A M
A N
T
C
H A
O
H
W
E A
V E
R
A V
I A
T I O
N
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P L
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V O
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C
O N
S T
R U
C T
I O
N
N O
R F
O L
K
D
I S
T R
I C
T
N O
R F
O L
K
V
A
PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.
CP502
S T
O N
E L
I N
D
W
T
E R
W A
Y
D
E T
A I L S
P
C
P
D
W G
RIPRAP CLASS I
EXISTING GROUND
SCALE 1" : 10'
PLAN VIEW - STONE-LINED WATERWAY WEST
B
SCALE 1" : 10'
PLAN VIEW - STONE-LINED WATERWAY EAST
D
NOT TO SCALE
STONE-LINED WATERWAY SECTION
C
TW℄
TW℄
4' 4'
STONE-LINED WATERWAY℄
D50 = 1.10'
THICKNESS = 26"
NN
SCALE 1" : 100'
LOCATION MAP
A
WALL MSE-N
C
C
B
D
AutoCAD SHX Text
EOI
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
EOI
801+00 802+00 803+00 804+00 805+00 806+00
801+00 802+00 803+00 804+00 805+00 806+00
HELO PARKING POSITION
100' x 80' (TYP.)
SHOULDER MARKINGS,
YELLOW LINES 18" WIDE X 20' LONG (TYP.)
TAXILANE CENTERLINE MARKING
6" WIDE YELLOW LINE
APRON EDGE MARKING
6" WIDE YELLOW LINE
PARKING POSITION MARKING (TYP)
6" WIDE YELLOW LINE
US Army Corps of Engineers ®
SHEET OF
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
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B
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B M
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B
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S I Z
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C H
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F I L
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F I L
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1 2 3 4 5
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PHASE 1
W
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A R
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N E
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W
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T I O
N
C
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P L
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V O
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C
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I O
N
N O
R F
O L
K
D
I S
T R
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N O
R F
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K
V
A
PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.
CP503
T Y
P I C
A L
G
R O
U N
D I N
G
A
O
R I N
G
P
O I N
T
D
E T
A I L S
P
C
P
D
W G
SCALE 1" : 30'
PLAN VIEW - CONCRETE APRON
A
MOORING
POINT
SCALE 1" : 10'
MOORING POINTS LAYOUT
B
NOTES:
1. THE CONSTRUCTION TOLERANCE ON MOORING POINT LOCATION IS (+-) 2 INCHES.
MOORING
POINT
N.T.S.
MOORING DEVICE
C
NN
SEE DETAIL B
THIS SHEET.
℄TL
℄TW
PARKING POSITION
MARKING (TYP)
6" WIDE YELLOW LINE
APRON EDGE MARKING
6" WIDE YELLOW LINE
PAVEMENT
JOINT
NOTES:
1) MOORING DEVICE SHALL BE NEENAH 3490-0601
OR APPROVED EQUAL.
7' - 6"
19 SPACES @ 20'-0" = 380'-0"
20' 20'
#6 X 3'-0"
#6 X 4'-0"
MOORING DEVICE
SEE DETAIL C
NOTES:
1. THE #6 REINFORCING BARS SHALL BE PLACED 3" FROM THE
MOORING DEVICE AND 3" BELOW THE PAVEMENT SURFACE.
2. THE ENDS OF REINFORCING BARS SHALL BE PLACED 3" FROM
THE PAVING JOINTS TO PROVIDE COVER.
3. MOORING POINTS SHALL BE A MINIMUM OF 2' FROM ANY
PAVEMENT JOINT.
N.T.S.
SLAB REINFORCEMENT FOR MOORING POINT
D
CONSTRUCT MOORING POINT
WITH LONG AXIS PARALLEL
TO ℄ TW
CONSTRUCT MOORING POINT
WITH LONG AXIS PARALLEL
TO ℄ TW
" DIAMETER BY 6'-0" LONG COPPER
COATED STEEL GROUNDING ROD
THREADED INTO CASTING.
CONCRETE PAVEMENT
FOR AIRFIELDS
7 3/8"
(2) 1/2" DIAMETER CORED HOLES
2"
7 3/4"
1/4"
NOTES:
1. DRIVE ANCHOR POST ASSEMBLY TO WITHIN APPROXIMATELY
12 INCHES ABOVE GROUND LEVEL. PLACE BOLT WASHER IN
FIRST AND FIFTH HOLES FROM THE TOP END, AND SECURE
BOLTS ONTO SPACER.
2. DRIVE ANCHOR POST ASSEMBLY TO WITHIN A MAXIMUM OF 4
INCHES ABOVE GROUND LEVEL.
3. DIG OUT AROUND BACK OF ANCHOR POST ASSEMBLY TO
ALLOW ROOM FOR TOP POST TO BE ATTACHED.
4. NEST TOP POST ASSEMBLY ONTO PROTRUDING ANCHOR
POST ASSEMBLY BOLTS, THROUGH THE FIRST AND FIFTH
HOLES FROM THE BOTTOM OF THE TOP POST.
5. PLACE AND TIGHTEN A SELF-LOCKING FLANGE NUT ON EACH
BOLT. WHEN INSTALLATION IS COMPLETE, TOP OF GROUND
POST SHALL NOT EXCEED 4 INCHES ABOVE GROUND LEVEL
6. SIZE OF CONNECTOR BOLT FOR TYPE 1,
" X 1-
" SIZE OF
CONNECTOR BOLT FOR TYPE 2,
" X 2"
7. THE CONNECTOR BOLTS SHALL BE FULLY THREADED. EACH
CONNECTOR BOLT AND NUT SHALL BE CLEARLY STAMPED
WITH MANUFACTURER'S IDENTIFYING MARK.
8. NYLON WASHER SHALL BE
" THICK MINIMUM WITH AN
OUTSIDE DIAMETER OF 1" AND AN INSIDE DIAMETER OF
9. SECOND SIGN PANEL IS ONLY REQUIRED FOR LEV PARKING
SIGNS MOUNTED BETWEEN WHEEL STOPS IN THE WEST
PARKING LOT. SEE SHEET CS111 FOR THE LOCATIONS AND
SHEET CP505, DETAIL E FOR THE LAYOUT.
SIGN PANEL
(SEE NOTE 9)
24" X 30"
KEEP RIGHT
MUTCD R4-7
BLACK SHAPES
AND BORDER,
WHITE
BACKGROUND
30" X 30"
DO NOT ENTER
MUTCD R5-1
WHITE
LETTERS,
BAR, AND
BORDER. RED
CIRCLE
NOT TO SCALE
SIGN ANCHOR POST ASSEMBLY
A
NOT TO SCALE
SIGNAGE REFERENCE DETAIL
D
30" X 30"
CHECK POINT
MUTCD MOD.
BLACK
LETTERS
AND BORDER,
YELLOW
BACKGROUND
30" X 30"
CHECK POINT
MUTCD MOD.
BLACK
LETTERS
AND BORDER,
YELLOW
BACKGROUND
24" X 18"
XX FEET
MUTCD W16-2P
BLACK
LETTERS
AND BORDER,
YELLOW
BACKGROUND
STEEL
U-POST
POST SIZE
(2.5 LB/FT)
STEEL
U-POST
POST SIZE
(2.5 LB/FT)
STEEL
U-POST
POST SIZE
(2.5 LB/FT)
STEEL
U-POST
POST SIZE
(2.5 LB/FT)
30" X 30"
NO RIGHT TURN
MUTCD R3-1
BLACK SHAPES
AND BORDER,
RED CIRCLE
AND BAR,
WHITE
BACKGROUND
STEEL
U-POST
POST SIZE
(2.5 LB/FT)
30" X 30"
YIELD
MUTCD R1-2
RED SHAPES
AND BORDER,
WHITE
BACKGROUND
STEEL
U-POST
POST SIZE
(2.5 LB/FT)
30" X 30"
NO LEFT TURN
MUTCD L3-1
BLACK SHAPES
AND BORDER,
RED CIRCLE
AND BAR,
WHITE
BACKGROUND
STEEL
U-POST
POST SIZE
(2.5 LB/FT)
NOT TO SCALE
SIGN FOUNDATION
B
SQUARE TUBE
SIGN POST
NUT
LOCK WASHER
NYLON WASHER
(SEE NOTE 8)
" X 3
" HEX HEAD BOLT W/
FLAT WASHER AND LOCK
WASHER UNDER NUT AND A
NYLON WASHER UNDER HEAD
SIGN PANEL
FLAT WASHER
NOT TO SCALE
ANCHOR SLEEVE BASE
C
M I N
A
N C
H O
R
S
L E
E V
E
M A
X
2" -14 GAUGE OR 2
" -12
GAUGE SQUARE TUBE POST
FLANGED SHOULDER BOLT
WITH SERRATED FLANGE NUT
ANCHOR SLEEVE 2
" X 7
GAUGE FOR 2" SQUARE TUBE
POST 3" X 7 GAUGE FOR 2
SQUARE TUBE POST
CLASS A3 CONCRETE OR A
APPROVED EQUAL
US Army Corps of Engineers ®
SHEET OF
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
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B
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B
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S I Z
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C H
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B
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S I
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F I L
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1 2 3 4 5
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B
A
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C O
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PHASE 1
W
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P L
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V O
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I O
N
N O
R F
O L
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D
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N O
R F
O L
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A
PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.
S
R
I N
N E
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CP504
S I G
N I N
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A
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A R
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D
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A I L
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P
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B
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
POINT
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
POINT
AutoCAD SHX Text
AutoCAD SHX Text
FEET
AutoCAD SHX Text
AHEAD
YIELD
C PARKING STALL
R=5"
9°
PAINT
WHITE
A - VAN ACCESS AISLE SHALL BE 8' WIDE.
STANDARD ACCESS AISLE SHALL BE 5' WIDE.
4"
6"
4"
10"
1"
12" X 18"
HANDICAPPED
RESERVED
PARKING
MUTCD R-7-8
BLUE LETTERS
WHITE
BACKGROUND
12" X 6"
VAN
ACCESSIBLE
MUTCD
R-7-8A,B
BLUE LETTERS
WHITE
BACKGROUND
4" WIDE WHITE
STRIPE
R
R
WHITE
STEEL U-POST POST
SIZE (2.5 LB/FT)
VAN
ACCESSIBLE
RESERVED
PARKING
M
I N
HANDICAP
PARKING SIGN
C
HANDICAP PARKING
STRIPE DETAIL
BLUE
BACKGROUND
6"
G
E
O
F
P A
V E
M E
N T
6"
20"
12"
A
1'1' 2"
3' 4"
RESERVED
PARKING
LOW-EMITTING
FUEL EFFICIENT
VEHICLES
ONLY
12" X 18"
RESERVED
PARKING
MUTCD R-7-8
GREEN
LETTERS
WHITE
BACKGROUND
M
I N
STEEL
U-POST
POST SIZE
(2.5 LB/FT)
12"
9'
C U
R B
S I D
E
W A
L K
O F
F S
E T
9'
5'
A
C U
R B
S I D
E
W A
L K
O F
F S
E T
LEV
PARKING SIGN
G
9'
LEV
PARKING SIGN
G
WHEEL STOP
(TYP.)
A
*FOR VAN ACCESSIBLE SPACES WIDTH IS 11'
**VAN ACCESSIBLE PLACARD IS REQUIRED
FOR VAN ACCESSIBLE SPACE ONLY
CAST IN PLACE
CONCRETE FOOTING
12"
US Army Corps of Engineers ®
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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.
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CP505
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HANDICAP PARKING STRIPING DETAIL
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NOT TO SCALE
HANDICAP PARKING DETAIL
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NOT TO SCALE
HANDICAP PARKING SIGN
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NOT TO SCALE
THRU ARROW DETAIL
D
NOT TO SCALE
LEV PARKING DETAIL BETWEEN SPACES
E
NOT TO SCALE
LEV PARKING DETAIL AT SIDEWALK
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NOT TO SCALE
LEV PARKING SIGN
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12"
NOTE:
15 3/8"
/8
¼
12.5"
.5
2" TYP.
3/4" BOLT HOLES
7" X 11" ELEC. ACCESS
3 3/4"
/4
7"
1. ARM BRACKET CAN ATTACH ON LEFT OR RIGHT SIDE
2. HOURLY CYCLE: 500 MINIMUM
3. SIDE MOUNT: 18 FOOT AND 14 FOOT ARM
4. OPEN TO CLOSE TIME: 5 TOTAL SECONDS
at grade at grade4
CAST-IN-PLACE
CONCRETE
CAST-IN-PLACE
CONCRETE
US Army Corps of Engineers ®
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CP506
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DOOR SIDE ELEVATION
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PLAN VIEW
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DOOR SIDE
(COVER IN PLACE)
DOOR SIDE
X
XXXX
5 BOLLARDS
@ 5' ON CENTER
18" AWAY FROM THE
WALL
US Army Corps of Engineers ®
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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.
TOP OF MASONRY
CONTINUOUS MASONRY
BOND BEAM
PREFINISHED FORMED ALUM.
SNAP ON COPING ON PRESSURE
TREATED WD BLOCKING ANCHORED
TO BOND BEAM
12" SPLIT FACE CMU W/ #4 @ 2' - 0" OC -
FULLY GROUT REINFORCED CELLS
#4 AT 1'-0" OC
EACH WAY
3' - 0"
I N
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BOND BEAM REINFORCED
WITH (2) #5 CONT
15'-0"
27'-8"
20 SP @ 16" = 25'-0"
12" 4"
CP507
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RETAINING WALL RWN
6' x 3' x 3' GABION BLOCKS
4"
C
Y P
CAST-IN-PLACE
CONCRETE PER
SECTION 03 30 00.00 10
8' CHAIN LINK
FENCE WITH
BARBED WIRE
END CHAIN LINK
FENCE AT EDGE OF
TRASH ENCLOSURE
N 3576867.793
E 12033381.835
END CHAIN LINK
FENCE AT EDGE OF
TRASH ENCLOSURE
N 3576890.701
E 12033364.497
8' CHAIN LINK
FENCE WITH
BARBED WIRE
4" 12"
4 SP. @ 16"
= 5'-0"
4 SP. @ 16"
= 5'-0"
CONCRETE SLAB ON GRADE
LOADING DOCK
CONCRETE PAVEMENT
JOINT, SEE SHEET CJ112
WARP SURFACE
TO DRAIN
TOP OF CONCRETE PAD
N 3576898.071
E 12033370.101
EL. 14.76'
TOP OF CONCRETE SLAB
N 3576883.742
E 12033359.206
EL. 14.48'
TOP OF CONCRETE
PAD
N 3576881.325
E 12033392.124
EL. 15.18'
TOP OF CONCRETE SLAB
N 3576866.997
E 12033381.229
EL. 14.88'
COMPACTED
SUBGRADE
#4 AT 1'-0" OC
" CHAMFER
(TYP.)
SEEDING
SCALE:
PLAN VIEW - TRASH ENCLOSURE
" = 1'-0"
NOT TO SCALE
COPING DETAIL
B
NOT TO SCALE
SECTION VIEW
C
MIN
OF CONCRETE
BAR FLUSH WITH TOP
TOP OF REINFORCING
INTO SUBGRADE
BAR, IMBED 18"
CONTINUOUS
2 #4 BARS
MIN
12"12"
3/4" DIA. REINFORCING
1"
5-5/8"
6'-0"
" to 1"
DIA HOLE
6"
MIN
FRONT VIEW
SIDE VIEW
6" DIAM. STEEL BOLLARD POST
COLOR: YELLOW
C.L.
C.L.
PLAN VIEW:
CONCRETE SIDEWALK
H
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B
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R D
12" 12"
M I N
COMPACTED SUBBASE
OR PAVEMENT
8"
INSTALL 2' AWAY FROM THE
EDGE OF PAVEMENT
BOLT SIZE AND CONCRETE FOOTING
DIAMETER PER MANUFACTURER
RECOMMENDATIONS
US Army Corps of Engineers ®
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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.
CP508
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WHEEL STOP
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BOLLARD
ASPHALT PARKING LOT
CONCRETE PAD FOR
TRASH ENCLOSURE
ASPHALT SHOULDER
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BID OPTION APRON CONCRETE
PAVEMENT, SEE VOLUME 3 SHEET CJ112
MOORING POINT (TYP.)
FUTURE HANGAR BY OTHERS
DOWELED CONSTRUCTION JOINT
US Army Corps of Engineers ®
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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.
60'
SCALE:1"= 30'
0 30'
NN
NOTES:
1. SEE SHEETS CJ112 AND CJ113 FOR THE
JOINTING PLAN.
2. SEE SHEETS CG104 TO CG126 FOR GRADING
PLANS.
3. SEE SHEETS CS101 TO CS126 FOR
PAVEMENT TYPES.
KEY PLAN
SCALE: 1"=1000'
M A
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CP509
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AutoCAD SHX Text 14.83
AutoCAD SHX Text 14.66
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 15.00
AutoCAD SHX Text 14.83
AutoCAD SHX Text 14.67
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.47
AutoCAD SHX Text 14.40
AutoCAD SHX Text 14.33
AutoCAD SHX Text 14.30
AutoCAD SHX Text 14.30
AutoCAD SHX Text 14.32
AutoCAD SHX Text 14.37
AutoCAD SHX Text 14.43
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.57
AutoCAD SHX Text 14.64
AutoCAD SHX Text 14.70
AutoCAD SHX Text 14.63
AutoCAD SHX Text 14.57
AutoCAD SHX Text 15.00
AutoCAD SHX Text 14.84
AutoCAD SHX Text 14.67
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.40
AutoCAD SHX Text 14.30
AutoCAD SHX Text 14.20
AutoCAD SHX Text 14.10
AutoCAD SHX Text 14.10
AutoCAD SHX Text 14.20
AutoCAD SHX Text 14.30
AutoCAD SHX Text 14.40
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.60
AutoCAD SHX Text 14.70
AutoCAD SHX Text 14.80
AutoCAD SHX Text 14.68
AutoCAD SHX Text 14.57
AutoCAD SHX Text 15.00
AutoCAD SHX Text 14.83
AutoCAD SHX Text 14.67
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.40
AutoCAD SHX Text 14.30
AutoCAD SHX Text 14.20
AutoCAD SHX Text 14.10
AutoCAD SHX Text 14.10
AutoCAD SHX Text 14.20
AutoCAD SHX Text 14.30
AutoCAD SHX Text 14.40
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.60
AutoCAD SHX Text 14.70
AutoCAD SHX Text 14.80
AutoCAD SHX Text 14.68
AutoCAD SHX Text 14.57
AutoCAD SHX Text 15.00
AutoCAD SHX Text 14.83
AutoCAD SHX Text 14.67
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.45
AutoCAD SHX Text 14.37
AutoCAD SHX Text 14.29
AutoCAD SHX Text 14.22
AutoCAD SHX Text 14.22
AutoCAD SHX Text 14.30
AutoCAD SHX Text 14.39
AutoCAD SHX Text 14.47
AutoCAD SHX Text 14.55
AutoCAD SHX Text 14.63
AutoCAD SHX Text 14.72
AutoCAD SHX Text 14.80
AutoCAD SHX Text 14.70
AutoCAD SHX Text 14.61
AutoCAD SHX Text 14.51
AutoCAD SHX Text 14.45
AutoCAD SHX Text 14.45
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.43
AutoCAD SHX Text 14.33
AutoCAD SHX Text 14.33
AutoCAD SHX Text 14.41
AutoCAD SHX Text 14.37
AutoCAD SHX Text 14.30
AutoCAD SHX Text 14.30
AutoCAD SHX Text 14.33
AutoCAD SHX Text 14.39
AutoCAD SHX Text 14.46
AutoCAD SHX Text 14.32
AutoCAD SHX Text 14.22
AutoCAD SHX Text 14.22
AutoCAD SHX Text 14.10
AutoCAD SHX Text 14.10
AutoCAD SHX Text 14.22
AutoCAD SHX Text 14.22
AutoCAD SHX Text 14.10
AutoCAD SHX Text 14.10
AutoCAD SHX Text 14.22
AutoCAD SHX Text 14.22
AutoCAD SHX Text 14.32
AutoCAD SHX Text 14.41
AutoCAD SHX Text 14.33
AutoCAD SHX Text 14.33
AutoCAD SHX Text 14.45
AutoCAD SHX Text 14.45
AutoCAD SHX Text 14.60
AutoCAD SHX Text 14.63
AutoCAD SHX Text 14.58
AutoCAD SHX Text 14.66
AutoCAD SHX Text 14.69
AutoCAD SHX Text 14.71
AutoCAD SHX Text 14.72
AutoCAD SHX Text 14.75
AutoCAD SHX Text 14.81
AutoCAD SHX Text 14.90
AutoCAD SHX Text 13.88
AutoCAD SHX Text 13.94
AutoCAD SHX Text 14.00
AutoCAD SHX Text 14.09
AutoCAD SHX Text 14.23
AutoCAD SHX Text 14.36
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.63
AutoCAD SHX Text 14.76
AutoCAD SHX Text 14.90
AutoCAD SHX Text 15.00
AutoCAD SHX Text 14.84
AutoCAD SHX Text 14.67
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.46
AutoCAD SHX Text 14.42
AutoCAD SHX Text 14.39
AutoCAD SHX Text 14.35
AutoCAD SHX Text 14.35
AutoCAD SHX Text 14.41
AutoCAD SHX Text 14.48
AutoCAD SHX Text 14.54
AutoCAD SHX Text 14.61
AutoCAD SHX Text 14.67
AutoCAD SHX Text 14.74
AutoCAD SHX Text 14.80
AutoCAD SHX Text 14.72
AutoCAD SHX Text 14.65
AutoCAD SHX Text 14.58
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.42
AutoCAD SHX Text 14.35
AutoCAD SHX Text 14.22
AutoCAD SHX Text 14.32
AutoCAD SHX Text 14.41
AutoCAD SHX Text 14.51
AutoCAD SHX Text 14.61
AutoCAD SHX Text 14.70
AutoCAD SHX Text 14.80
AutoCAD SHX Text 14.72
AutoCAD SHX Text 14.63
AutoCAD SHX Text 14.55
AutoCAD SHX Text 14.47
AutoCAD SHX Text 14.39
AutoCAD SHX Text 14.30
AutoCAD SHX Text 14.22
AutoCAD SHX Text 14.22
AutoCAD SHX Text 14.29
AutoCAD SHX Text 14.36
AutoCAD SHX Text 14.42
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.67
AutoCAD SHX Text 14.83
AutoCAD SHX Text 15.00
AutoCAD SHX Text 14.87
AutoCAD SHX Text 14.85
AutoCAD SHX Text 15.00
AutoCAD SHX Text 14.83
AutoCAD SHX Text 14.67
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.36
AutoCAD SHX Text 14.28
AutoCAD SHX Text 14.20
AutoCAD SHX Text 14.10
AutoCAD SHX Text 14.10
AutoCAD SHX Text 14.20
AutoCAD SHX Text 14.30
AutoCAD SHX Text 14.40
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.60
AutoCAD SHX Text 14.70
AutoCAD SHX Text 14.80
AutoCAD SHX Text 14.68
AutoCAD SHX Text 14.57
AutoCAD SHX Text 14.45
AutoCAD SHX Text 14.33
AutoCAD SHX Text 14.22
AutoCAD SHX Text 14.10
AutoCAD SHX Text 14.10
AutoCAD SHX Text 14.22
AutoCAD SHX Text 14.33
AutoCAD SHX Text 14.45
AutoCAD SHX Text 14.57
AutoCAD SHX Text 14.68
AutoCAD SHX Text 14.80
AutoCAD SHX Text 14.70
AutoCAD SHX Text 14.60
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.40
AutoCAD SHX Text 14.30
AutoCAD SHX Text 14.20
AutoCAD SHX Text 14.10
AutoCAD SHX Text 14.10
AutoCAD SHX Text 14.20
AutoCAD SHX Text 14.28
AutoCAD SHX Text 14.36
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.67
AutoCAD SHX Text 14.83
AutoCAD SHX Text 15.00
AutoCAD SHX Text 14.81
AutoCAD SHX Text 14.59
AutoCAD SHX Text 14.41
AutoCAD SHX Text 14.26
AutoCAD SHX Text 14.11
AutoCAD SHX Text 13.96
AutoCAD SHX Text 13.81
AutoCAD SHX Text 13.64
AutoCAD SHX Text 13.38
AutoCAD SHX Text 13.13
AutoCAD SHX Text 13.34
AutoCAD SHX Text 13.55
AutoCAD SHX Text 13.76
AutoCAD SHX Text 13.60
AutoCAD SHX Text 13.78
AutoCAD SHX Text 13.91
AutoCAD SHX Text 14.06
AutoCAD SHX Text 13.93
AutoCAD SHX Text 14.09
AutoCAD SHX Text 14.21
AutoCAD SHX Text 14.34
AutoCAD SHX Text 14.24
AutoCAD SHX Text 14.39
AutoCAD SHX Text 14.47
AutoCAD SHX Text 14.60
AutoCAD SHX Text 14.54
AutoCAD SHX Text 14.70
AutoCAD SHX Text 14.74
AutoCAD SHX Text 14.10
AutoCAD SHX Text 14.18
AutoCAD SHX Text 14.25
AutoCAD SHX Text 14.32
AutoCAD SHX Text 14.10
AutoCAD SHX Text 14.18
AutoCAD SHX Text 14.25
AutoCAD SHX Text 14.32
AutoCAD SHX Text 14.45
AutoCAD SHX Text 14.37
AutoCAD SHX Text 14.30
AutoCAD SHX Text 14.22
AutoCAD SHX Text 14.35
AutoCAD SHX Text 14.42
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.58
AutoCAD SHX Text 12.92
AutoCAD SHX Text 13.17
AutoCAD SHX Text 13.43
AutoCAD SHX Text 13.68
AutoCAD SHX Text 13.83
AutoCAD SHX Text 13.98
AutoCAD SHX Text 14.19
AutoCAD SHX Text 14.41
AutoCAD SHX Text 14.61
AutoCAD SHX Text 14.83
AutoCAD SHX Text 15.00
AutoCAD SHX Text 14.85
AutoCAD SHX Text 14.66
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.43
AutoCAD SHX Text 14.36
AutoCAD SHX Text 14.29
AutoCAD SHX Text 14.22
AutoCAD SHX Text 14.22
AutoCAD SHX Text 14.31
AutoCAD SHX Text 14.40
AutoCAD SHX Text 14.49
AutoCAD SHX Text 14.57
AutoCAD SHX Text 14.66
AutoCAD SHX Text 14.75
AutoCAD SHX Text 14.84
AutoCAD SHX Text 14.74
AutoCAD SHX Text 14.63
AutoCAD SHX Text 14.53
AutoCAD SHX Text 14.43
AutoCAD SHX Text 14.32
AutoCAD SHX Text 14.22
AutoCAD SHX Text 14.22
AutoCAD SHX Text 14.29
AutoCAD SHX Text 14.35
AutoCAD SHX Text 14.42
AutoCAD SHX Text 14.52
AutoCAD SHX Text 14.46
AutoCAD SHX Text 14.41
AutoCAD SHX Text 14.35
AutoCAD SHX Text 14.35
AutoCAD SHX Text 14.44
AutoCAD SHX Text 14.52
AutoCAD SHX Text 14.61
AutoCAD SHX Text 14.70
AutoCAD SHX Text 14.78
AutoCAD SHX Text 14.87
AutoCAD SHX Text 14.80
AutoCAD SHX Text 14.72
AutoCAD SHX Text 14.65
AutoCAD SHX Text 14.57
AutoCAD SHX Text 14.55
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.42
AutoCAD SHX Text 14.35
AutoCAD SHX Text 14.35
AutoCAD SHX Text 14.42
AutoCAD SHX Text 14.49
AutoCAD SHX Text 14.56
AutoCAD SHX Text 14.63
AutoCAD SHX Text 14.77
AutoCAD SHX Text 14.93
AutoCAD SHX Text 15.10
AutoCAD SHX Text 14.88
AutoCAD SHX Text 14.66
AutoCAD SHX Text 14.44
AutoCAD SHX Text 14.22
AutoCAD SHX Text 13.99
AutoCAD SHX Text 13.76
AutoCAD SHX Text 13.54
AutoCAD SHX Text 13.31
AutoCAD SHX Text 13.08
AutoCAD SHX Text 12.87
AutoCAD SHX Text 14.04
AutoCAD SHX Text 14.60
AutoCAD SHX Text 14.62
AutoCAD SHX Text 14.64
AutoCAD SHX Text 14.71
AutoCAD SHX Text 14.77
AutoCAD SHX Text 14.84
AutoCAD SHX Text 14.90
AutoCAD SHX Text 14.82
AutoCAD SHX Text 14.75
AutoCAD SHX Text 14.68
AutoCAD SHX Text 14.60
AutoCAD SHX Text 14.52
AutoCAD SHX Text 14.45
AutoCAD SHX Text 14.45
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.55
AutoCAD SHX Text 14.60
15.00
RETAINING WALL, RWN
ASPHALT SHOULDER
BID OPTION APRON CONCRETE PAVEMENT,
SEE VOLUME 3, SHEET CJ113
MOORING POINT (TYP.)
FUTURE HANGAR BY OTHERS
DOWELED CONSTRUCTION JOINT
AGSE/STORAGE/COVERED PARKING
SEE VOLUME 2 FOR DETAILS
31+00
RETAINING WALL, RWE
US Army Corps of Engineers ®
SHEET OF
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
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S U
B M
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D
B
Y
S I Z
E
C H
E C
K E
D
B
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A N
S I
D
F I L
E
N
A M
E
I S
S U
E
D
A T
E
F I L
E
N
U M
B E
R
1 2 3 4 5
D
C
B
A
R T
A
S
U B
M I T
T A
L
P R
O J E
C O
N T
R A
M A
R K
D E
S C
R I P
T I O
N D
A T
E
PHASE 1
W
R
S
R
I N
N E
R T
R
C
A R
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S
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I N
N E
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H
W
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N
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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.
60'
SCALE:1"= 30'
0 30'
NN
NOTES:
1. SEE SHEETS CJ112 AND CJ113 FOR THE
JOINTING PLAN.
2. SEE SHEETS CG104 TO CG126 FOR GRADING
PLANS.
3. SEE SHEETS CS101 TO CS126 FOR
PAVEMENT TYPES.
KEY PLAN
SCALE: 1"=1000'
M A
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AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.46
AutoCAD SHX Text 14.53
AutoCAD SHX Text 14.59
AutoCAD SHX Text 14.65
AutoCAD SHX Text 14.60
AutoCAD SHX Text 14.53
AutoCAD SHX Text 14.46
AutoCAD SHX Text 14.39
AutoCAD SHX Text 14.33
AutoCAD SHX Text 14.30
AutoCAD SHX Text 14.30
AutoCAD SHX Text 14.31
AutoCAD SHX Text 14.36
AutoCAD SHX Text 14.43
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.51
AutoCAD SHX Text 14.41
AutoCAD SHX Text 14.30
AutoCAD SHX Text 14.20
AutoCAD SHX Text 14.10
AutoCAD SHX Text 14.10
AutoCAD SHX Text 14.22
AutoCAD SHX Text 14.33
AutoCAD SHX Text 14.45
AutoCAD SHX Text 14.45
AutoCAD SHX Text 14.51
AutoCAD SHX Text 14.57
AutoCAD SHX Text 14.61
AutoCAD SHX Text 14.57
AutoCAD SHX Text 14.68
AutoCAD SHX Text 14.68
AutoCAD SHX Text 14.70
AutoCAD SHX Text 14.80
AutoCAD SHX Text 14.80
AutoCAD SHX Text 14.80
AutoCAD SHX Text 14.68
AutoCAD SHX Text 14.68
AutoCAD SHX Text 14.70
AutoCAD SHX Text 14.57
AutoCAD SHX Text 14.61
AutoCAD SHX Text 14.57
AutoCAD SHX Text 14.45
AutoCAD SHX Text 14.45
AutoCAD SHX Text 14.51
AutoCAD SHX Text 14.33
AutoCAD SHX Text 14.41
AutoCAD SHX Text 14.32
AutoCAD SHX Text 14.22
AutoCAD SHX Text 14.10
AutoCAD SHX Text 14.22
AutoCAD SHX Text 14.22
AutoCAD SHX Text 14.10
AutoCAD SHX Text 14.20
AutoCAD SHX Text 14.31
AutoCAD SHX Text 14.40
AutoCAD SHX Text 14.30
AutoCAD SHX Text 14.41
AutoCAD SHX Text 14.48
AutoCAD SHX Text 14.57
AutoCAD SHX Text 14.51
AutoCAD SHX Text 14.61
AutoCAD SHX Text 14.66
AutoCAD SHX Text 14.61
AutoCAD SHX Text 14.56
AutoCAD SHX Text 14.62
AutoCAD SHX Text 14.71
AutoCAD SHX Text 14.71
AutoCAD SHX Text 14.75
AutoCAD SHX Text 14.82
AutoCAD SHX Text 14.80
AutoCAD SHX Text 14.80
AutoCAD SHX Text 14.65
AutoCAD SHX Text 14.62
AutoCAD SHX Text 14.71
AutoCAD SHX Text 14.71
AutoCAD SHX Text 14.75
AutoCAD SHX Text 14.67
AutoCAD SHX Text 14.62
AutoCAD SHX Text 14.62
AutoCAD SHX Text 14.57
AutoCAD SHX Text 14.51
AutoCAD SHX Text 14.53
AutoCAD SHX Text 14.53
AutoCAD SHX Text 14.60
AutoCAD SHX Text 14.44
AutoCAD SHX Text 14.42
AutoCAD SHX Text 14.42
AutoCAD SHX Text 14.51
AutoCAD SHX Text 14.37
AutoCAD SHX Text 14.32
AutoCAD SHX Text 14.32
AutoCAD SHX Text 14.43
AutoCAD SHX Text 14.34
AutoCAD SHX Text 14.21
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