Drawings.pdf
PDF 9 MB Posted
- Attached to
- Paving IDIQ
- Solicitation number
- W9124M24B0002
About this file
The document appears to be a set of engineering drawings depicting various facilities and infrastructure at Fort Stewart in Georgia. Key details include maps and diagrams showing locations of buildings such as barracks, headquarters, medical clinics, warehouses, fuel storage, vehicle maintenance areas, training facilities, and utilities. Specific structures are identified along with their assigned numbers. The drawings provide a visual reference for the layout of the installation and its various components.
The related federal contract opportunity notice is a pre-solicitation for an indefinite-delivery/indefinite-quantity paving contract to be awarded by the Department of the Army Materiel Command Mission and Installation Contracting Command. Services sought under the future solicitation and resulting IDIQ are presumed to include various paving, resurfacing and roadwork at Army installations, though further details on requirements, response dates, pricing terms, or awardees are not provided in this brief pre-solicitation document.
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| Performance Work Statement.pdf |
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DRAWN BY: LCM
PREVENTIVE MEDICINE
PHYSICAL SECURITY
NRCS
ENERGY
POST SAFETY
NEC
OPERATIONS MAINTENANCE
FIRE CHIEF
ENRD
PEGASUS SERVICES
REVISION DATE BYDESCRIPTION
OFFICE OF THE ENGINEER
DATE
COR
ANTI-TERRORISM/FORCE PROTECTION
CANOOCHEE EMC
FORT STEWART, GEORGIA
SCALE:
USING SERVICE:
DPW
APPROVED: DATE:
FT. STEWART
LIBERTY COUNTY GEORGIA
LOCATION MAP
SHEET OF
DRAWING NUMBER
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HUNTER CLUB
18 10
102A
101A
A
F
E
TF0
TF0
TF001
TF0
TF0
TF005
TF004
TF003
TF002
TF0
TF0
TF0
TF0
T F
TF80
TF813
TF814
TF816
TF82
TF83
TF83
3TF83
TF83
T F
T F
T F
OFFICE
POST
MAIN
TF028TF030TF032TF034TF036TF038
TF044
TF049
TF050
TF047
TF046
TF043
TF039
TF037
TF035
TF033
TF031
TF029
TF027
T F
T F
TF052
CTR
CHILD DEV
SCHOOL AGE CTR
EXCHAGE AUTO SERVICE
B
A
C
C T -0
EMF
R O
N B
DAACG
STOP D
BUS
STOP B
BUS
STOP A
BUS
BUS STOP C
STATION
LIFT
PUMP
W
ATER
STORAGE
BULK FUEL
W
ASH RACK
W
ATER TANK
EQUIP. STORAGE
C-
MOCKUP
GOLF COURSE
AA 127 PC A
AA 127 PC A
OVERRUN
HOLDING PAD
HOLDING PAD
T A
X
IW
T A
X
IW
AA 219 AC A
AA 219 AC A
S M
A
LC 48 AC A
AA 875 PC A
CAMPGROUND T
RAIL
S O
U
D L E
G R
O U
K
IO
E
M O
H A
E
F R
E E
D
E
M O
H A
E
K
IO
E
G A
N N
E .C H
IN
O
E
W
ARRI
ORS
W
AY
W
ARRI
ORS
W
AY
W
ARRI
ORS
W
AY
LAKEVI
EW
DR.
OAKVIEW DR.
C A L L
A W
C A L L A
W A Y
S
Q
VICTORY LOOP
S A V
A N
N
SAVANNAH DR.
V
IC
T O
R Y
L O
O P
T
VICTORY LOOP
C A L L A
W
CALLAWAY
CT.
SABER RD
10TH RD
M A C
A R T
H U R
C
IR
Z E T T E L L
S T
H
IC
K
V D
D U
N C
D U
N C
N E A L
B
LV
D
GANNAM CT
C R
J E
N K
H O
R A C E
E
M M
S
O N
B L V
D
N O
R T
H
L
IG
H T
N
S O
U T
H
P E R
IM
E T E R
R
D
S O
U T
H
P E R
IM
E T E R
R
D
N O
R
R
IM
E T
NORTH PERIMETER RD
NORTH PERIMETER RD
NORTH PERIMETER RD
S T E P
H
U G L A S
S T
N O
R T
H
P E R
IM
E T E R
R
D
N O
R
H T
N
L E
O N
A
A L
S T
W
IL
L
R K S
D A
S O
U T
H
L
IG
H T
N
IN
G
R
D
S O
U T
H
P E R
IM
E T E R
R
D
SOUTH
PERIM
ETER
RD
P E R
IM
E T E R
R
O A D
F L Y
IN
G
F O
R T R E S S
R
D
S T E P
H
U G L A S
S T
M U S T
A N
G
R
D
H O
R A C E
E
M M
S
O N
B L V
D
B
IL
C H E L L
B L V
D
T R
A Y
N
E
NORTH
MI
DDLEGROUND
RD
S O
U T
H
L
IG
H T
N
NORTH
MI
DDLEGROUND
RD
NORTH LIGHTNING RD
NORTH
LIG
HTNI
NG
RD
N O
R
H T
N
S O
U T
H
P E R
IM
E T E R
R
D
S O
U T
H
P E R
IM
E T E R
R
D
S O
U T
H
P E R
IM
E T E R
R
D
TUBB
ST
H
IC
K
V
D
SABER
RD
SOUTH
PERIM
ETER
RD
S O
U T
H
P E R
IM
E T E R
R
D
NORTH SCHMIDT RD
M A R
K W
E L L
S T
N O
R T
H
P E R
IM
E T E R
R
D
S T E P
H E N S
E N
U E
W H
IT
E
B L U F F
R
O A
D
N O
R T
H
P E R
IM
E T E R
R
D
BRIDGE
T R
A R
S T
R A
T O
F O
R T
R E
DUTCH
TOWN
RD
H
IC
K
LV
D
T R
A Y
N
E
S O
U
H T
N
EMMETT RIFLES DR
W E S T L
E
LOCATION MAP
HUNTER ARMY AIR FIELD
L A
K E
V
LOCATION MAP
FT. STEWART
BRANCH BUILDING 1168
CONTRACT MANAGEMENT
BUILDING 1021
& DESIGN BRANCH
CONTRACT MANAGEMENT
ED-303-2J
PROJECT# WG-303-2J
PAVING IDIQ FT. STEWART/HAAF
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
H-2160
FS-4273
FOR REVIEW ONLY 02 SEP 2022
NOT FOR CONSTRUCTION
N.T.S.
PAVEMENT MARKING, WORD, TYPE 1
N.T.S.
8'-0"
OR AS SPECIFIED
CENTERLINE OF ROAD
OPTION 1 OPTION 2
CHATHAM COUNTY
V A
R
IE
S
N.T.S.
N.T.S.
ARROW
PAVEMENT MARKING
N.T.S.
8'-0"
OR AS SPECIFIED
CENTERLINE OF ROAD
OPTION 1 OPTION 2
CHATHAM COUNTY
V A
R
IE
S
REVISION DATE DESCRIPTION BY
DRAWING NUMBER
OFFICE OF THE ENGINEER
LIBERTY COUNTY GEORGIA
DESIGN BY: DATE
SCALE: DRAWN BY:AS SHOWN
FORT STEWART, GEORGIA
FT. STEWART
SHEET OF
DETAILS
WIDTH OF PAVEMENT
3"
Lc OF ROAD
5" WHITE (SEE
LINE MARKING
DETAIL)
5" YELLOW
5" YELLOW
STOP BAR
24" WHITE
RADIUS
START INTERSECTION
TYPICAL
NOT TO SCALE
STOP BAR DETAIL
5"
3'-8"
1'-0"
1'-0"
NOT TO SCALE
HANDICAP PAINTING DETAIL
L/2=6" L/2=6"
Lc OF ROAD 3"
5" WHITE
TYPICAL
TYPICAL
5" YELLOW
5" WHITE
TYPICAL
WIDTH OF PAVEMENT= L
LINE MARKING DETAIL
TYPICAL
NOT TO SCALE
4'-0" 4'-0"
50'-0" MAXIMUM SPACING BETWEEN EXPANSION JOINTS
TYP. TYP.
JOINT
¼" EXPANSION
JOINT, TYP.
CONTRACTION
4'-0"
JOINT
¼" EXPANSION
JOINT
½" EXPANSION
PAD
NEW BUILDING
SEE NOTE #4
3'-0"
SIDEWALK NOTES:
CONCRETE STRUCTURE.
WHERE CONCRETE SIDEWALK ABUTS
5. ½" EXPANSION MATERIAL REQUIRED
WALK TO 6" IN 3'-0'.
4. WHEN SIDEWALKS ABUT CURB, THICKEN
AND EDGED WITH⅛" RADIUS.
3. CONTRACTION JOINTS SHALL BE 1" DEEP
AT 4'-0' INTERVALS.
2. CONTRACTION JOINTS SHALL BE SPACED
1. ALL SIDEWALKS SHALL BE 4" THICK.
NOT TO SCALE
STANDARD JOINT LAYOUT FOR CONCRETE SIDEWALKS
20'-0"
6'-0"
1'
RAILROAD PAVEMENT MARKING DETAIL
TYPICAL
25-0" 25'-0"
(TYPICAL)
WHITE LINE
2'-0" WIDE
CENTERLINE OF LANE
CENTERLINE OF ROAD
NOT TO SCALE
5'-9"
4"
'6
3'-8"
1'-5"
3'-4"
2'-8"
1'-3"
6'-7"
3'-4"
2'-8"
1'-3"
6'-7"
8'-0"
3'-8"
1'-5"
10"
5' 5' 5' 5'
LANE WIDTH
L/2
LANE WIDTH LANE WIDTH
L/2 L/2 L/2
M
IN
G R
E A
T E
R
W H
IC
H
E V
E R
I S
S
ID
E W
A L
K
(O R
W
ID
T H
O F
12' OR WHERE LANES HAVE BEEN OMITTED
* - USE WHERE THE LANE WIDTH EXCEEDS
8"8"
8"
TRAFFIC STRIPES (TYP.)
8" SOLID WHITE THERMOPLASTIC
CROSS WALK DETAIL
NOT TO SCALE
EDGE OF ROAD
TYPICAL
THERMO PAINT
WHITE LINE
REVISION DATE DESCRIPTION BY
DRAWING NUMBER
OFFICE OF THE ENGINEER
LIBERTY COUNTY GEORGIA
DESIGN BY: DATE
SCALE: DRAWN BY:AS SHOWN
FORT STEWART, GEORGIA
FT. STEWART
SHEET OF
2 12
DETAILS
WIDTH OF PAVEMENT
3"
Lc OF ROAD
5" WHITE (SEE
LINE MARKING
DETAIL)
5" YELLOW
5" YELLOW
STOP BAR
24" WHITE
RADIUS
START INTERSECTION
TYPICAL
NOT TO SCALE
STOP BAR DETAIL
5"
3'-8"
'-0
" 1'-0"
1'-0"
NOT TO SCALE
HANDICAP PAINTING DETAIL
L/2=6" L/2=6"
Lc OF ROAD 3"
5" WHITE
TYPICAL
TYPICAL
5" YELLOW
5" WHITE
TYPICAL
WIDTH OF PAVEMENT= L
LINE MARKING DETAIL
TYPICAL
NOT TO SCALE
4'-0" 4'-0"
50'-0" MAXIMUM SPACING BETWEEN EXPANSION JOINTS
TYP. TYP.
JOINT
¼" EXPANSION
4'-0"
JOINT
¼" EXPANSION
JOINT
½" EXPANSION
PAD
NEW BUILDING
SEE NOTE #4
3'-0"
SIDEWALK NOTES:
CONCRETE STRUCTURE.
WHERE CONCRETE SIDEWALK ABUTS
5. ½" EXPANSION MATERIAL REQUIRED
WALK TO 6" IN 3'-0'.
4. WHEN SIDEWALKS ABUT CURB, THICKEN
AND EDGED WITH⅛" RADIUS.
3. CONTRACTION JOINTS SHALL BE 1" DEEP
AT 4'-0' INTERVALS.
2. CONTRACTION JOINTS SHALL BE SPACED
1. ALL SIDEWALKS SHALL BE 4" THICK.
NOT TO SCALE
STANDARD JOINT LAYOUT FOR CONCRETE SIDEWALKS
20'-0"
6'-0"
1'
RAILROAD PAVEMENT MARKING DETAIL
TYPICAL
25-0" 25'-0"
(TYPICAL)
WHITE LINE
2'-0" WIDE
CENTERLINE OF LANE
CENTERLINE OF ROAD
NOT TO SCALE
CONTROL DEVICES. (TYPICAL ALL DETAILS)
WITH THE MANUAL ON UNIFORM TRAFFIC
2. LINES SHALL BE PLACED IN ACCORDANCE
INTERSECTIONS.
CONTINUOUS THROUGH DRIVEWAYS OR
1. LINE ON EDGE OF PAVEMENT IS NOT
NOTE:
5'-9"
4"
'6
3'-8"
1'-5"
3'-4"
2'-8"
1'-3"
6'-7"
3'-4"
2'-8"
1'-3"
6'-7"
LEFT TURN
PAVEMENT MARKING,
RIGHT TURN
PAVEMENT MARKING,
8'-0"
3'-8"
1'-5"
N.T.S.N.T.S.
10"
5' 5' 5' 5'
LANE WIDTH
L/2
LANE WIDTH LANE WIDTH
L/2 L/2 L/2
M
IN
G R
E A
T E
R
W H
IC
H
E V
E R
I S
S
ID
E W
A L
K
(O R
W
ID
T H
O F
12' OR WHERE LANES HAVE BEEN OMITTED
* - USE WHERE THE LANE WIDTH EXCEEDS
8"8"
8"
TRAFFIC STRIPES (TYP.)
8" SOLID WHITE THERMOPLASTIC
CROSS WALK DETAIL
C-1
THERMO PAINT
WHITE LINE
OPTION WILL BE SPECIFIED ON SITE VISIT.
NOTE:
PAVING IDIQ FT. STEWART/HAAFPAVING IDIQ FT. STEWART/HAAF
H-2160
FS-4273
LCMLCM
L. MILES SEP 22
ED-303-2J
WG-303-2J
CRACK
MAX.
7/8"
MIN.
3/4"
2" MAX.
3/4" TO
MIN.
3/4"
NOTE 3
NEEDED, SEE
BACKER ROD IF
SEE NOTE 5 SEE NOTE 5
SEALANT
POURED JOINT
SEALANT
POURED JOINT
ASPHALT CRACK REPAIR DETAILS
5. DEPTH OF SEAL FROM TOP OF PAVEMENT SHALL BE ⅛" - 1/4".
4. REPAIR CRACKS GREATER THAN 1/4" WITH JOINT SEALANT THAT MEETS ASTM 6690, TYPE II.
THAT ARE MORE THAN 1/4" WIDE AND GREATER THAN 3/4" DEEP.
3. INSERT A NON-MOISTURE ABSORPTIVE, NON-SHRINKING, FLEXIBLE BACKER ROD INTO CRACKS
COMPRESSED AIR.
2. WATERBLAST ALL CRACKS TO REMOVE SAND AND DEBRIS AND DRY WITH
TO BE WIDENED.
RESERVOIR FOR THE SEALANT. CRACKS GREATER THAN 3/4" WIDE DO NOT NEED
NOMINAL WIDTH ⅛" WIDER THAN THE EXISTING NOMINAL WIDTH TO FORM A
1. CRACKS GREATER THAN 1/4" BUT LESS THAN 3/4" SHALL BE ROUTED TO A
NOTES:
NOTE 3
NEEDED, SEE
BACKER ROD IF
BACKFILL WITH COMPACTED CRUSHED
AGGREGATE BASE MATERIAL
DAMAGED PAVEMENT
(SEE PLAN)
EXISTING BITUMINOUS SURFACE EXISTING BASE
REMOVE MININUM 18" DEPTH AND
COMPACTED SUBGRADE
BITUMINOUS PRIME COAT
BITUMINOUS TACK COAT
NOT TO SCALE
EXISTING SUBGRADE
M
IN
CRUSHED AGGREGATE
NEW 2" BITUMINOUS SURFACE COURSE
(HOT PLANT MIX OVERLAY)
ROADS AND PARKING AREAS
BADLY CRACKED AND DAMAGED PAVEMENT REPAIR
ARROW, DOUBLE
PAVEMENT MARKING
SEE NOTE 1
FOR REVIEW ONLY 02 SEP 2022
NOT FOR CONSTRUCTION
N.T.S.
PAVEMENT MARKING, WORD, TYPE 1
N.T.S.
8'-0"
OR AS SPECIFIED
CENTERLINE OF ROAD
OPTION 1 OPTION 2
CHATHAM COUNTY
V A
R
IE
S
N.T.S.
N.T.S.
ARROW
PAVEMENT MARKING
N.T.S.
8'-0"
OR AS SPECIFIED
CENTERLINE OF ROAD
OPTION 1 OPTION 2
CHATHAM COUNTY
V A
R
IE
S
REVISION DATE DESCRIPTION BY
DRAWING NUMBER
OFFICE OF THE ENGINEER
LIBERTY COUNTY GEORGIA
DESIGN BY: DATE
SCALE: DRAWN BY:AS SHOWN
FORT STEWART, GEORGIA
FT. STEWART
SHEET OF
DETAILS
WIDTH OF PAVEMENT
3"
Lc OF ROAD
5" WHITE (SEE
LINE MARKING
DETAIL)
5" YELLOW
5" YELLOW
STOP BAR
24" WHITE
RADIUS
START INTERSECTION
TYPICAL
NOT TO SCALE
STOP BAR DETAIL
5"
3'-8"
'-0
" 1'-0"
1'-0"
NOT TO SCALE
HANDICAP PAINTING DETAIL
L/2=6" L/2=6"
Lc OF ROAD 3"
5" WHITE
TYPICAL
TYPICAL
5" YELLOW
5" WHITE
TYPICAL
WIDTH OF PAVEMENT= L
LINE MARKING DETAIL
TYPICAL
NOT TO SCALE
4'-0" 4'-0"
50'-0" MAXIMUM SPACING BETWEEN EXPANSION JOINTS
TYP. TYP.
JOINT
¼" EXPANSION
4'-0"
JOINT
¼" EXPANSION
JOINT
½" EXPANSION
PAD
NEW BUILDING
SEE NOTE #4
3'-0"
SIDEWALK NOTES:
CONCRETE STRUCTURE.
WHERE CONCRETE SIDEWALK ABUTS
5. ½" EXPANSION MATERIAL REQUIRED
WALK TO 6" IN 3'-0'.
4. WHEN SIDEWALKS ABUT CURB, THICKEN
AND EDGED WITH⅛" RADIUS.
3. CONTRACTION JOINTS SHALL BE 1" DEEP
AT 4'-0' INTERVALS.
2. CONTRACTION JOINTS SHALL BE SPACED
1. ALL SIDEWALKS SHALL BE 4" THICK.
NOT TO SCALE
STANDARD JOINT LAYOUT FOR CONCRETE SIDEWALKS
20'-0"
6'-0"
1'
RAILROAD PAVEMENT MARKING DETAIL
TYPICAL
25-0" 25'-0"
(TYPICAL)
WHITE LINE
2'-0" WIDE
CENTERLINE OF LANE
CENTERLINE OF ROAD
NOT TO SCALE
5'-9"
4"
'6
3'-8"
1'-5"
3'-4"
2'-8"
1'-3"
6'-7"
3'-4"
2'-8"
1'-3"
6'-7"
8'-0"
3'-8"
1'-5"
5' 5' 5' 5'
LANE WIDTH
L/2
LANE WIDTH LANE WIDTH
L/2 L/2 L/2
M
IN
G R
E A
T E
R
W H
IC
H
E V
E R
I S
S
ID
E W
A L
K
(O R
W
ID
T H
O F
12' OR WHERE LANES HAVE BEEN OMITTED
* - USE WHERE THE LANE WIDTH EXCEEDS
8"8"
8"
TRAFFIC STRIPES (TYP.)
8" SOLID WHITE THERMOPLASTIC
CROSS WALK DETAIL
THERMO PAINT
WHITE LINE
REVISION DATE DESCRIPTION BY
DRAWING NUMBER
OFFICE OF THE ENGINEER
LIBERTY COUNTY GEORGIA
DESIGN BY: DATE
SCALE: DRAWN BY:AS SHOWN
FORT STEWART, GEORGIA
FT. STEWART
SHEET OF
2 12
DETAILS
WIDTH OF PAVEMENT
3"
Lc OF ROAD
5" WHITE (SEE
LINE MARKING
DETAIL)
5" YELLOW
5" YELLOW
STOP BAR
24" WHITE
RADIUS
START INTERSECTION
TYPICAL
NOT TO SCALE
STOP BAR DETAIL
5"
3'-8"
'-0
" 1'-0"
1'-0"
NOT TO SCALE
HANDICAP PAINTING DETAIL
L/2=6" L/2=6"
Lc OF ROAD 3"
5" WHITE
TYPICAL
TYPICAL
5" YELLOW
5" WHITE
TYPICAL
WIDTH OF PAVEMENT= L
LINE MARKING DETAIL
TYPICAL
NOT TO SCALE
4'-0" 4'-0"
50'-0" MAXIMUM SPACING BETWEEN EXPANSION JOINTS
TYP. TYP.
JOINT
¼" EXPANSION
4'-0"
JOINT
¼" EXPANSION
JOINT
½" EXPANSION
PAD
NEW BUILDING
SEE NOTE #4
3'-0"
SIDEWALK NOTES:
CONCRETE STRUCTURE.
WHERE CONCRETE SIDEWALK ABUTS
5. ½" EXPANSION MATERIAL REQUIRED
WALK TO 6" IN 3'-0'.
4. WHEN SIDEWALKS ABUT CURB, THICKEN
AND EDGED WITH⅛" RADIUS.
3. CONTRACTION JOINTS SHALL BE 1" DEEP
AT 4'-0' INTERVALS.
2. CONTRACTION JOINTS SHALL BE SPACED
1. ALL SIDEWALKS SHALL BE 4" THICK.
NOT TO SCALE
STANDARD JOINT LAYOUT FOR CONCRETE SIDEWALKS
20'-0"
6'-0"
1'
RAILROAD PAVEMENT MARKING DETAIL
TYPICAL
25-0" 25'-0"
(TYPICAL)
WHITE LINE
2'-0" WIDE
CENTERLINE OF LANE
CENTERLINE OF ROAD
NOT TO SCALE
CONTROL DEVICES. (TYPICAL ALL DETAILS)
WITH THE MANUAL ON UNIFORM TRAFFIC
2. LINES SHALL BE PLACED IN ACCORDANCE
INTERSECTIONS.
CONTINUOUS THROUGH DRIVEWAYS OR
1. LINE ON EDGE OF PAVEMENT IS NOT
NOTE:
5'-9"
4"
'6
3'-8"
1'-5"
3'-4"
2'-8"
1'-3"
6'-7"
3'-4"
2'-8"
1'-3"
6'-7"
LEFT TURN
PAVEMENT MARKING,
RIGHT TURN
PAVEMENT MARKING,
8'-0"
3'-8"
1'-5"
N.T.S.N.T.S.
10"
5' 5' 5' 5'
LANE WIDTH
L/2
LANE WIDTH LANE WIDTH
L/2 L/2 L/2
M
IN
G R
E A
T E
R
W H
IC
H
E V
E R
I S
S
ID
E W
A L
K
(O R
W
ID
T H
O F
12' OR WHERE LANES HAVE BEEN OMITTED
* - USE WHERE THE LANE WIDTH EXCEEDS
8"8"
8"
TRAFFIC STRIPES (TYP.)
8" SOLID WHITE THERMOPLASTIC
CROSS WALK DETAIL
C-1
THERMO PAINT
WHITE LINE
OPTION WILL BE SPECIFIED ON SITE VISIT.
NOTE:
PAVING IDIQ FT. STEWART/HAAFPAVING IDIQ FT. STEWART/HAAF
H-2160
FS-4273
LCMLCM
L. MILES SEP 22
ED-303-2J
MAX.
7/8"
MIN.
3/4"
2" MAX.
3/4" TO
MIN.
3/4"
NOTE 3
NEEDED, SEE
BACKER ROD IF
SEE NOTE 5 SEE NOTE 5
SEALANT
POURED JOINT
SEALANT
POURED JOINT
ASPHALT CRACK REPAIR DETAILS
5. DEPTH OF SEAL FROM TOP OF PAVEMENT SHALL BE ⅛" - 1/4".
4. REPAIR CRACKS GREATER THAN 1/4" WITH JOINT SEALANT THAT MEETS ASTM 6690, TYPE II.
THAT ARE MORE THAN 1/4" WIDE AND GREATER THAN 3/4" DEEP.
3. INSERT A NON-MOISTURE ABSORPTIVE, NON-SHRINKING, FLEXIBLE BACKER ROD INTO CRACKS
COMPRESSED AIR.
2. WATERBLAST ALL CRACKS TO REMOVE SAND AND DEBRIS AND DRY WITH
TO BE WIDENED.
RESERVOIR FOR THE SEALANT. CRACKS GREATER THAN 3/4" WIDE DO NOT NEED
NOMINAL WIDTH ⅛" WIDER THAN THE EXISTING NOMINAL WIDTH TO FORM A
1. CRACKS GREATER THAN 1/4" BUT LESS THAN 3/4" SHALL BE ROUTED TO A
NOTES:
NOTE 3
NEEDED, SEE
BACKER ROD IF
BACKFILL WITH COMPACTED CRUSHED
AGGREGATE BASE MATERIAL
DAMAGED PAVEMENT
(SEE PLAN)
EXISTING BITUMINOUS SURFACE EXISTING BASE
REMOVE MININUM 18" DEPTH AND
COMPACTED SUBGRADE
BITUMINOUS PRIME COAT
BITUMINOUS TACK COAT
NOT TO SCALE
EXISTING SUBGRADE
M
IN
CRUSHED AGGREGATE
NEW 2" BITUMINOUS SURFACE COURSE
(HOT PLANT MIX OVERLAY)
ROADS AND PARKING AREAS
BADLY CRACKED AND DAMAGED PAVEMENT REPAIR
ARROW, DOUBLE
PAVEMENT MARKING
SEE NOTE 1
CRUSHER RUN DETAIL
5" 1'-6"
1" BATTER
CURB AND GUTTER DETAILS
NOT TO SCALE
A
A
PAVEMENT OVERLAY DETAIL
TYPICAL
NOT TO SCALE
TYPICAL
NOT TO SCALE
STEP 2 STEP 3STEP 1
Lc
TANK CROSSING DETAIL
TYPICAL
NOT TO SCALE
20'-0" 20'-0"VARIES
TANK CROSSING OVERLAY DETAIL
NOT TO SCALE
8'-0" 8'-0"20'-0" 75'-0"
15'-0" VARIES
NOT TO SCALE
MILLING DETAIL
NOT TO SCALE
SHOULDER WORK DETAIL
NOT TO SCALE
DETERMINED
MINIMUM
MINIMUM
O R
O N
E L
A N
E O
R R
O A
D
4" TYPICAL
RUMBLE STRIP NOTES:
STRESSED ASPHALT DETAIL
TYPICAL
NOT TO SCALE
REPAIR AT RUTTED OR
RAILROAD CROSSING DETAIL
TYPICAL
NOT TO SCALE
RUT REPAIR DETAIL
TYPICAL
NOT TO SCALE
NOT TO SCALE
A-A
POT HOLE REPAIR DETAIL
6"
NOT TO SCALE
NEW PAVEMENT DETAIL (TYPICAL)
12'-0"
NOT TO SCALE
SPEED HUMP DETAIL
NOT TO SCALE
TOP VIEW
12'-0"
C-C
NOT TO SCALE
1'-0"
B-B
NOT TO SCALE
C
C
BB
DEMOLITION DETAIL FOR SPEED HUMP
CHATHAM COUNTY
FT. STEWART/HUNTER AAF
TOP OF PAVEMENT
24" OR 30"
24" OR 30"
TYPICAL UTILITY CUT OVERLAY DETAIL
WIDTH (LF) VARIES
REVISION DATE DESCRIPTION BY
DRAWING NUMBER
OFFICE OF THE ENGINEER
LIBERTY COUNTY GEORGIA
DESIGN BY: DATE
SCALE: DRAWN BY:AS SHOWN
FORT STEWART, GEORGIA
3 12
SHEET OF
DETAILS
PAVEMENT
EXISTING
TO DRAIN
GRAVEL, GRADE
2-1/2" OF NEW
DRIVE OR PARKING
EXISTING GRAVEL
IN 6"
1" BATTER
5"
¼' R.¼" R.
SLOPE 1" IN/FT
ARE DISTURBED
OTHER AREAS THAT
SHOULDERS AND ANY
GRADE AND GRASS
TACK COAT
ASPHALT
EXISTING
ASPHALT
EXISTING
HOLE
SQUARE UP
SAWCUT AND COMPACTED
ASPHALT PATCH,
FULL DEPTAH
PLACING PATCH
TACK COAT BEFORE
OVERLAY
OVERLAY
OVERLAY
TANK
2-1/2" OVERLAY
PAVING
ASPHALT
EXISTING
TANK TRAIL
CONCRETE
TYPICAL
8" WHITE,
TYPICAL
8" WHITE,
LINE, TYPICAL
4" DOUBLE YELLOW
TANK TRAIL
CENTERLINE OF18" WHITE
12" WHITE
OVERLAY
PAVEMENT
EXISTING
BASE COURSE
EXISTING
GUTTER
CURB AND
CONCRETE OR
EXISTING
OVERLAY
PAVEMENT
EXISTING
BASE COURSE
EXISTING
GRADE
EXISTING
GRADE
FINISH
GRADE
EXISTING
WIDTH TO BE
GRADE
FINISH
BASE COURSE
EXISTING
PAVEMENT
EXISTING
OVERLAY
COAT
TACK
PAVEMENT WIDENING DETAIL
NOT TO SCALE
1'-0"
3'-0"
OVERLAY
PAVEMENT
EXISTING
BASE COURSE
EXISTING
MATERIAL
FLOWABLE FILL
V A
R
IE
S
OR PIPE
UTILITY LINE
TYPICAL
RUMBLE STRIP,
½
RUMBLE STRIP DETAIL
NOT TO SCALE
20'-0"
ROAD
ASPHALT
EDGE OF ROAD
ASPHALT-AS SPECIFIED
RUTTED ASPHALT
STRESSED OR
TACK COAT
VARIES
DEPTH
WEARING COURSE LEVELING COURSE
OVERLAY
OVERLAY
TACK COAT
PAVEMENT
EXISTING
CROSSING
RAILROAD
TO RAILROAD CROSSING
LEVEL AND FEATHER
EXISTING PAVEMENT
CUT OUT 2" OF
VARIES
OVERLAY
WEDGE
LEVELING
WEARING SURFACE
LEVELING COURSE
ASPHALT
EXISTING
TACK COAT
WEARING COURSE
SPECIFIED
DEPTH AS
MILL TO A
SECTION OF MILLING
ASPHALT-AS SPECIFIED
ASPHALT PRIME COAT
THICKNESS AS SPECIFIED
GRADED AGGREGATE BASE COURSE
COMPACTED SUBGRADE
ROADWAY
EXISTING
STRAIGHT LINE- 2"MIN DEPTH
SAWCUT EXISTING ASPHALT
ROADWAY
EXISTING
BASE COURSE AS SPECIFIED
MILL MATERIAL
PATCH
ASPHALT
(IF REQUIRED)
LEVELING COURSE
PAVING IDIQ FT. STEWART/HAAF
H-2160
FS-4273
LCM
L. MILES SEP 22C-2
OVERLAY DEPTH AS NOTED.
NOTE:
OF TANK TRAIL.
IS TYPICAL FOR BOTH SIDES
PAINTING AND STRIPING LAYOUT
NOTE:
OVERLAY
2-1/2" TO 1-1/2"
FEATHER FROM
OVERLAY
2-1/2" TO 1-1/2"
FEATHER FROM
HYDROMULCH GRASS
MINIMUM OF 6'-0" AND
REDRESS SHOULDER
2. TACK COAT 20'-0" SECTION BEFORE PLACING ASPHALT.
1. USE TYPE 9.5 MM MIX ASPHALT FOR STRIPS.
ED-303-2J
WG-303-2J
FOR REVIEW ONLY 02 SEP 2022
NOT FOR CONSTRUCTION
TYPICAL
NOT TO SCALE
CRUSHER RUN DETAIL
5" 1'-6"
1" BATTER
CURB AND GUTTER DETAILS
NOT TO SCALE
A
A
PAVEMENT OVERLAY DETAIL
TYPICAL
NOT TO SCALE
TYPICAL
NOT TO SCALE
STEP 2 STEP 3STEP 1
Lc
TANK CROSSING DETAIL
TYPICAL
NOT TO SCALE
20'-0" 20'-0"VARIES
TANK CROSSING OVERLAY DETAIL
NOT TO SCALE
8'-0" 8'-0"20'-0" 75'-0"
15'-0" VARIES
NOT TO SCALE
MILLING DETAIL
NOT TO SCALE
SHOULDER WORK DETAIL
NOT TO SCALE
DETERMINED
MINIMUM
MINIMUM
O R
O N
E L
A N
E O
R R
O A
D
4" TYPICAL
RUMBLE STRIP NOTES:
STRESSED ASPHALT DETAIL
TYPICAL
NOT TO SCALE
REPAIR AT RUTTED OR
RAILROAD CROSSING DETAIL
TYPICAL
NOT TO SCALE
RUT REPAIR DETAIL
TYPICAL
NOT TO SCALE
NOT TO SCALE
A-A
POT HOLE REPAIR DETAIL
6"
NOT TO SCALE
NEW PAVEMENT DETAIL (TYPICAL)
12'-0"
NOT TO SCALE
SPEED HUMP DETAIL
NOT TO SCALE
TOP VIEW
12'-0"
C-C
NOT TO SCALE
1'-0"
B-B
NOT TO SCALE
C
C
BB
DEMOLITION DETAIL FOR SPEED HUMP
CHATHAM COUNTY
FT. STEWART/HUNTER AAF
TOP OF PAVEMENT
24" OR 30"
24" OR 30"
TYPICAL UTILITY CUT OVERLAY DETAIL
WIDTH (LF) VARIES
REVISION DATE DESCRIPTION BY
DRAWING NUMBER
OFFICE OF THE ENGINEER
LIBERTY COUNTY GEORGIA
DESIGN BY: DATE
SCALE: DRAWN BY:AS SHOWN
FORT STEWART, GEORGIA
3 12
SHEET OF
DETAILS
PAVEMENT
EXISTING
TO DRAIN
GRAVEL, GRADE
2-1/2" OF NEW
DRIVE OR PARKING
EXISTING GRAVEL
IN 6"
1" BATTER
5"
¼' R.¼" R.
SLOPE 1" IN/FT
ARE DISTURBED
OTHER AREAS THAT
SHOULDERS AND ANY
GRADE AND GRASS
TACK COAT
ASPHALT
EXISTING
ASPHALT
EXISTING
HOLE
SQUARE UP
SAWCUT AND COMPACTED
ASPHALT PATCH,
FULL DEPTAH
PLACING PATCH
TACK COAT BEFORE
OVERLAY
OVERLAY
OVERLAY
TANK
2-1/2" OVERLAY
PAVING
ASPHALT
EXISTING
TANK TRAIL
CONCRETE
TYPICAL
8" WHITE,
TYPICAL
8" WHITE,
LINE, TYPICAL
4" DOUBLE YELLOW
TANK TRAIL
CENTERLINE OF18" WHITE
12" WHITE
OVERLAY
PAVEMENT
EXISTING
BASE COURSE
EXISTING
GUTTER
CURB AND
CONCRETE OR
EXISTING
OVERLAY
PAVEMENT
EXISTING
BASE COURSE
EXISTING
GRADE
EXISTING
GRADE
FINISH
GRADE
EXISTING
WIDTH TO BE
GRADE
FINISH
BASE COURSE
EXISTING
PAVEMENT
EXISTING
OVERLAY
COAT
TACK
PAVEMENT WIDENING DETAIL
NOT TO SCALE
1'-0"
3'-0"
OVERLAY
PAVEMENT
EXISTING
BASE COURSE
EXISTING
MATERIAL
FLOWABLE FILL
V A
R
IE
S
OR PIPE
UTILITY LINE
TYPICAL
RUMBLE STRIP,
½
RUMBLE STRIP DETAIL
NOT TO SCALE
20'-0"
ROAD
ASPHALT
EDGE OF ROAD
ASPHALT-AS SPECIFIED
RUTTED ASPHALT
STRESSED OR
TACK COAT
VARIES
DEPTH
WEARING COURSE LEVELING COURSE
OVERLAY
OVERLAY
TACK COAT
PAVEMENT
EXISTING
CROSSING
RAILROAD
TO RAILROAD CROSSING
LEVEL AND FEATHER
EXISTING PAVEMENT
CUT OUT 2" OF
VARIES
OVERLAY
WEDGE
LEVELING
WEARING SURFACE
LEVELING COURSE
ASPHALT
EXISTING
TACK COAT
WEARING COURSE
SPECIFIED
DEPTH AS
MILL TO A
SECTION OF MILLING
ASPHALT-AS SPECIFIED
ASPHALT PRIME COAT
THICKNESS AS SPECIFIED
GRADED AGGREGATE BASE COURSE
COMPACTED SUBGRADE
ROADWAY
EXISTING
STRAIGHT LINE- 2"MIN DEPTH
SAWCUT EXISTING ASPHALT
ROADWAY
EXISTING
BASE COURSE AS SPECIFIED
MILL MATERIAL
PATCH
ASPHALT
(IF REQUIRED)
LEVELING COURSE
PAVING IDIQ FT. STEWART/HAAF
H-2160
FS-4273
LCM
L. MILES SEP 22C-2
OVERLAY DEPTH AS NOTED.
NOTE:
OF TANK TRAIL.
IS TYPICAL FOR BOTH SIDES
PAINTING AND STRIPING LAYOUT
NOTE:
OVERLAY
2-1/2" TO 1-1/2"
FEATHER FROM
OVERLAY
2-1/2" TO 1-1/2"
FEATHER FROM
HYDROMULCH GRASS
MINIMUM OF 6'-0" AND
REDRESS SHOULDER
2. TACK COAT 20'-0" SECTION BEFORE PLACING ASPHALT.
1. USE TYPE 9.5 MM MIX ASPHALT FOR STRIPS.
ED-303-2J
WG-303-2J
TYPE 'C' TYPE 'D'
TYPE 'G'
NOT TO SCALE
GRATE DETAILS
STANDARD RADIAL STANDARD FLAT
STANDARD FLAT
SIDE VIEW
FABRIC
FRONT VIEW
CRUSHED STONE CONSTRUCTION EXIT
TRENCH
INLET SEDIMENT TRAP DETAIL
NOT TO SCALE
ORANGE FABRIC FENCING
FIBERGLASS T-POST
NYLON TOP CORD (CONTINUOUS)
SECURE FABRIC TO POSTS
USE NYLON TIES TO
F L
O W
F L
O W
PLAN
SECTION
GUTTER
PAVEMENT
CATCH BASIN
¼
SECTION
TYPE 'B'
NOT TO SCALE
FRAME AND COVER DETAILS
HALF-PLAN
NOT TO SCALE
NRCS APPROVED CURB
AND GRATE INLET
MATERIAL
CHATHAM COUNTY
REVISION DATE DESCRIPTION BY
DRAWING NUMBER
OFFICE OF THE ENGINEER
LIBERTY COUNTY GEORGIA
DESIGN BY: DATE
SCALE: DRAWN BY:AS SHOWN
FORT STEWART, GEORGIA
FT. STEWART
SHEET OF
DETAILS
22-1/2"
1"
20-1/2"
TYPE 'C', 'D', OR 'G' GRATES MAY BE USED.
335 POUNDS. DIMENSIONS MAY VARY SLIGHTLY.
FRAME AND COVER SHALL BE A MINIMUM OF
NOTE:
NOT TO SCALE
FRAME AND COVER DETAIL
2"
FLOW
NOT TO SCALE
4' MAX. ON CENTER
M
I N
M
IN
PUBLIC ROAD
HARD SURFACE
6" MINIMUM
COARSE AGGREGATE
N.S.A. R-2 (1.5"-3.5")
50'-0" MINIMUM
20'-0" MINIMUM
GEOTEXTILE UNDERLINER
NOT TO SCALE
M
I N
M
I N
2x4 STEEL FRAME
M A
X
IM
U M
M
IN
IM
U
M
STAKE
FABRIC
BURIED FABRIC
BURIED FABRIC
M
IN
IM
U
M
WIRE-BACKING
WITH GRATE
DROP INLET
FRAME
AT CORNERS
GATHER EXCESS
STEEL POST
TREE PROTECTION BARRICADE
CATCH BASIN
PAVEMENT
CURB
CENTER OF COVER
SHALL BE CAST IN
LARGE LETTER 'D'
2'-9-1/2"
2'-3"
¾" 2'-0" 2-1/4"
3'-1"
M I N d d
AA
PLAN
La
D
BLANKET
FILTER
A-A
STORM DRAIN OUTLET PROTECTION DETAIL
NOT TO SCALE
STORM DRAIN OUTLET NOTES:
BETWEEN THE RIPRAP AND SOIL FOUNDATION.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED
WHICHEVER IS LESS.
MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK,
THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP
LESS THAN 6".
2. D=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
1. L IS THE LENGTH OF THE RIPRAP APRON.a
1'-2"
UPSTREAM TERMINAL
6"
STEP 1: CUT TERMINAL SLOT
STEP 2: SNUG MAT INTO SLOT
C. BACKFILL AND COMPACT
VERTICAL CUT
BOARD T BRACE MAT AGAINST
B. USE 1"x3" PRESSURE TREATED
A. STAKE MAT INTO SLOT
STEP 3:
B. STAKE MAT TO ANCHOR TERMINAL
OVERLAY CHECK SLOT
A. REVERSE MAT ROLL DIRECTION TO
STEP 4:
UPSTREAM TERMINAL
TRANSVERSE CHECK SLOT
UNDER MODERATE TENSION
TEMPORARY STAKE MAT
STEP 1: CUT CHECK SLOT
LAP BACK 15"
ACROSS CHECK SLOT
STEP 2: WORK UPSTREAM
SLOT AND STAKE
STEP 3: TUCK MAT LAP INTO
LONGER NEEDED FOR TENSIONING
PULL OUT TEMPORARY STAKES WHEN NO
STEP 4: BACKFILL AND PROGRESS UPSTREAM
15"
15' - 20'
1' - 2'
STEP 1: CUT TERMINAL SLOT
STEP 2: STAKE MAT INTO SLOT
STEP 3: BACKFILL TERMINAL SLOT
C. PROGRESS UPSTREAM WITH ROLL
TERMINAL
B. STAKE MAT DOWN TO ANCHOR
REFILLED TERMINAL
A. ROLL MAT UPSTREAM OVER
STEP 4:
38"
6"
STAKE
NO. 1
ROLL
NO. 2
ROLL
NO. 3
ROLL
OUT IN CHANNELS
SEQUENTIAL ROLL RUN
5'-0"
5'-0"
3'-0" O
V
ERLAP
TO CONNECT LINING AT ROLL ENDS.
6. USE 3' OVERLAPS AND SHINGLE DOWNSTREAM
ALONG SEAMS.
5. USE 3" OVERLAP AND STAKE AT 5' INTERVALS
EDGE.
4. WORK OUTWARDS FROM CHANNEL CENTER TO
FOR ALIGNMENT TO CHANNEL CENTER.
SEQUENCE BEHIND FIRST ROLL. USE CENTER ROLL
3. SUBSEQUENT ROLLS FOLLOW IN STAGGERED
STAKES TO MAINTAIN ALIGNMENT.
IN MID CHANNEL AND PINNED WITH TEMPORARY
2. FIRST ROLL IS CENTERED LONGITUDINALLY
PROCESS UPSTREAM.
1. START AT DOWNSTREAM TERMINAL AND
NOT TO SCALE
FOR MATTING AND BLANKETS
TYPICAL INSTALLATION GUIDELINES
PAVING IDIQ FT. STEWART/HAAF
H-2160
FS-4273
SILT FENCE - SENSITIVE DETAIL
LCM
L. MILES SEP 22C-3
FENCE BACKING
WOVEN WIRE
(PIG IN BLANKET)
CURB INLET FILTER
COVER, SHALL BE 385 POUNDS.
2. APPROXIMATE WEIGHT OF FRAME AND
DETAILS WILL BE ACCEPTABLE.
DIFFERING ONLY IN NON-ESSENTIAL
1. SIMILAR FRAMES AND COVERS
TYPE 'B' NOTES:
ED-303-2J
WG-303-2J
TYPE 'C' TYPE 'D'
TYPE 'G'
NOT TO SCALE
GRATE DETAILS
STANDARD RADIAL STANDARD FLAT
STANDARD FLAT
SIDE VIEW
FABRIC
FRONT VIEW
CRUSHED STONE CONSTRUCTION EXIT
TRENCH
INLET SEDIMENT TRAP DETAIL
NOT TO SCALE
ORANGE FABRIC FENCING
FIBERGLASS T-POST
NYLON TOP CORD (CONTINUOUS)
SECURE FABRIC TO POSTS
USE NYLON TIES TO
F L
O W
F L
O W
PLAN
SECTION
GUTTER
PAVEMENT
CATCH BASIN
¼
SECTION
TYPE 'B'
NOT TO SCALE
FRAME AND COVER DETAILS
HALF-PLAN
NOT TO SCALE
NRCS APPROVED CURB
AND GRATE INLET
MATERIAL
CHATHAM COUNTY
REVISION DATE DESCRIPTION BY
DRAWING NUMBER
OFFICE OF THE ENGINEER
LIBERTY COUNTY GEORGIA
DESIGN BY: DATE
SCALE: DRAWN BY:AS SHOWN
FORT STEWART, GEORGIA
FT. STEWART
SHEET OF
DETAILS
22-1/2"
1"
20-1/2"
TYPE 'C', 'D', OR 'G' GRATES MAY BE USED.
335 POUNDS. DIMENSIONS MAY VARY SLIGHTLY.
FRAME AND COVER SHALL BE A MINIMUM OF
NOTE:
NOT TO SCALE
FRAME AND COVER DETAIL
2"
FLOW
NOT TO SCALE
4' MAX. ON CENTER
M
I N
M
IN
PUBLIC ROAD
HARD SURFACE
6" MINIMUM
COARSE AGGREGATE
N.S.A. R-2 (1.5"-3.5")
50'-0" MINIMUM
20'-0" MINIMUM
GEOTEXTILE UNDERLINER
NOT TO SCALE
M
I N
M
I N
2x4 STEEL FRAME
M A
X
IM
U M
M
IN
IM
U
M
STAKE
FABRIC
BURIED FABRIC
BURIED FABRIC
M
IN
IM
U
M
WIRE-BACKING
WITH GRATE
DROP INLET
FRAME
AT CORNERS
GATHER EXCESS
STEEL POST
TREE PROTECTION BARRICADE
CATCH BASIN
PAVEMENT
CURB
CENTER OF COVER
SHALL BE CAST IN
LARGE LETTER 'D'
2'-9-1/2"
2'-3"
¾" 2'-0" 2-1/4"
3'-1"
M I N d d
AA
PLAN
La
D
BLANKET
FILTER
A-A
STORM DRAIN OUTLET PROTECTION DETAIL
NOT TO SCALE
STORM DRAIN OUTLET NOTES:
BETWEEN THE RIPRAP AND SOIL FOUNDATION.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED
WHICHEVER IS LESS.
MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK,
THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP
LESS THAN 6".
2. D=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
1. L IS THE LENGTH OF THE RIPRAP APRON.a
1'-2"
UPSTREAM TERMINAL
6"
STEP 1: CUT TERMINAL SLOT
STEP 2: SNUG MAT INTO SLOT
C. BACKFILL AND COMPACT
VERTICAL CUT
BOARD T BRACE MAT AGAINST
B. USE 1"x3" PRESSURE TREATED
A. STAKE MAT INTO SLOT
STEP 3:
B. STAKE MAT TO ANCHOR TERMINAL
OVERLAY CHECK SLOT
A. REVERSE MAT ROLL DIRECTION TO
STEP 4:
UPSTREAM TERMINAL
TRANSVERSE CHECK SLOT
UNDER MODERATE TENSION
TEMPORARY STAKE MAT
STEP 1: CUT CHECK SLOT
LAP BACK 15"
ACROSS CHECK SLOT
STEP 2: WORK UPSTREAM
SLOT AND STAKE
STEP 3: TUCK MAT LAP INTO
LONGER NEEDED FOR TENSIONING
PULL OUT TEMPORARY STAKES WHEN NO
STEP 4: BACKFILL AND PROGRESS UPSTREAM
15"
15' - 20'
1' - 2'
STEP 1: CUT TERMINAL SLOT
STEP 2: STAKE MAT INTO SLOT
STEP 3: BACKFILL TERMINAL SLOT
C. PROGRESS UPSTREAM WITH ROLL
TERMINAL
B. STAKE MAT DOWN TO ANCHOR
REFILLED TERMINAL
A. ROLL MAT UPSTREAM OVER
STEP 4:
38"
6"
STAKE
NO. 1
ROLL
NO. 2
ROLL
NO. 3
ROLL
OUT IN CHANNELS
SEQUENTIAL ROLL RUN
5'-0"
5'-0"
3'-0" O
V
ERLAP
TO CONNECT LINING AT ROLL ENDS.
6. USE 3' OVERLAPS AND SHINGLE DOWNSTREAM
ALONG SEAMS.
5. USE 3" OVERLAP AND STAKE AT 5' INTERVALS
EDGE.
4. WORK OUTWARDS FROM CHANNEL CENTER TO
FOR ALIGNMENT TO CHANNEL CENTER.
SEQUENCE BEHIND FIRST ROLL. USE CENTER ROLL
3. SUBSEQUENT ROLLS FOLLOW IN STAGGERED
STAKES TO MAINTAIN ALIGNMENT.
IN MID CHANNEL AND PINNED WITH TEMPORARY
2. FIRST ROLL IS CENTERED LONGITUDINALLY
PROCESS UPSTREAM.
1. START AT DOWNSTREAM TERMINAL AND
NOT TO SCALE
FOR MATTING AND BLANKETS
TYPICAL INSTALLATION GUIDELINES
PAVING IDIQ FT. STEWART/HAAF
H-2160
FS-4273
SILT FENCE - SENSITIVE DETAIL
LCM
L. MILES SEP 22C-3
FENCE BACKING
WOVEN WIRE
(PIG IN BLANKET)
CURB INLET FILTER
COVER, SHALL BE 385 POUNDS.
2. APPROXIMATE WEIGHT OF FRAME AND
DETAILS WILL BE ACCEPTABLE.
DIFFERING ONLY IN NON-ESSENTIAL
1. SIMILAR FRAMES AND COVERS
TYPE 'B' NOTES:
ED-303-2J
20"15"
CHATHAM COUNTY
FT. STEWART/HUNTER AAF
NOT TO SCALE
FIRE HYDRANT INSTALLATION DETAIL
M
A X
IM
U
M
IM
U
M
Lc
M
IN
15" MINIMUM
3'-0"
GATE VALVE DETAIL
V A
R
IE
S
REVISION DATE DESCRIPTION BY
DRAWING NUMBER
SHEET OF
OFFICE OF THE ENGINEER
LIBERTY COUNTY GEORGIA
DESIGN BY: DATE
SCALE: DRAWN BY:AS SHOWN
FORT STEWART, GEORGIA
2"
M
IN
MIN.
SAWCUT
SAWCUT
2"
MIN.
M
IN
2"
M
IN
MIN.
SAWCUT
BOND BREAKER
SAWCUT
EXISTING SPALL
2" MIN.
TO JOINT
THAN 6" REPAIR SPALL
IF THIS DISTANCE IS LESS
2" MIN.
SAWCUT
SPALLS
EXISTING
SPALL
EXISTING
2" MIN.
2" MIN.
¾" EXPANSION JOINT
3'-0"
/2
SEALANT
POURED JOINT1
/2
VARIES
JOINT SEALANT
NEW POURED
/2
M
IN
NEW BACKER MATERIAL
W +⅛" DIAMETER
NEW SEALANT
NOT TO SCALE
SAWCUT
SPALLS
EXISTING
2" MIN.
2" MIN.
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
TYPICAL SPALL DETAIL
NOT TO SCALE
TYPICAL SPALL REPAIR PLAN
DETAILS AND PLANS
SPALL REPAIR NOTES:
4. SOUND CONCRETE AND REMOVE WEAK CONCRETE.
MATCH EXISTING.
3. SEAL JOINTS AFTER CONCRETE HAS SET. JOINTS TO
CONCRETE PLACEMENT.
2. INSTALL BONDBREAKERS BETWEEN SLABS DURING
EPOXY BEFORE PLACING CONCRETE.
1. SAWCUT TO A MINIMUM OF 2" IN DEPTH. COAT WITH
OF JOINT
MATCH WIDTH
DOWEL IN PLACE
CONCRETE, EPOXY
DRILL EXISTING
THIS END OF DOWEL
PAINT AND GREASE
WIDTH VARIES
¼
M
IN
PAVEMENT
CONCRETE
SEALANT
FILL WITH JOINT
ROUT OUT GROOVE,
SLAB
CONCRETE
EXISTING
¾"
CONCRETE
EXISTING
MATERIAL, FULL DEPTH
EXPANSION JOINT
NOT TO SCALE
CRACK REPAIR DETAIL
NEW EXPANSION JOINT DETAIL
VARIES
FULL DEPTH
JOINT MATERIAL,
EXISTING EXPANSION
LEGEND
NEW EXISTING DESCRIPTION
BK
V A
R
IE
S
1'-0" ON CENTER
1" DOWEL,16" IN LENGTH,
NOT TO SCALENOT TO SCALE
L SLAB
c
BACKFILL
COMPACTED
BACKFILL
COMPACTED
NOT TO SCALE
BACKFILL
COMPACTED
X X X X X
4x4-W4xW4
WELDED WIRE FABRIC
FOR ODD SHAPED SLABS
REINFORCEMENT DETAIL
N
N N N
N N N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
C C C C C C C C C CC C
E E E
EE
E
E
E
E
JOINT, TYPE A
¾" EXPANSION
JOINT, TYPE A
¾" EXPANSION
JOINT, TYPE A
¾" EXPANSION
SEE DETAIL
THICKEN EDGE, TYPICAL,
TYPICAL ALL SIDES
JOINT, TYPE A
¾" EXPANSION
SEE DETAIL
THICKEN EDGE, TYPICAL,
THICKENED EDGE DETAIL
NOT TO SCALE
½
½
NEW SEALANT
NEW SEALANT
BUTTED JOINTSAWCUT
TO ¼" BELOW TOP OF PAVEMENT.
TOP OF SEALANT WILL BE ⅛"
NOTE:
NOT TO SCALE
NOT TO SCALE
JOINT LAYOUT DETAIL
JOINT SEALANT DETAIL
CONCRETE SLABS
CONCRETE
MATERIAL OR STRUCTURE
SEALANT DETAIL, THIS SHEET
SEALANT- SEE JOINT
ONE END
PAINTED AND GREASED
AT 12" ON CENTER,
1" 0 DOWEL - 16" LONG
JOINT DETAIL TYPE B JOINT DETAIL TYPE C
JOINT DETAIL TYPE A
DETAIL, THIS SHEET
SEALANT- SEE JOINT SEALANT
½
½"TO ¾" ½"TO ¾"
½"TO ⅝" ½"TO ⅝"
MATERIAL
BACKER
MATERIAL
BACKER
B B
LENGTH VARIES
3'-0"
3'-0"
2'-0"
1'-'6"6"
12"
14"
16"10"
8"
6"
4"
A B C
A
B
C
C-4 12
3'-0"
CONCRETE
15"x15"x15"x THICK
NOT TO SCALE
(MARKED WATER)
CAST IRON COVER
FLUSH WITH PAVEMENT
FINISHED GRADE, INSTALL
(2'X2'X4")
CONCRETE COLLAR
BOX - CAST IRON
OR SLIP TYPE VALVE
THREE PIECE SCREW
WATER LINE
6" GATE VALVE
2' MIN/4' MAX
SEE DETAIL
NEW 6" GATE VALVE,
NEW FIRE HYDRANT
PIPING (10'+ LENGTH)
HYDRANT BRANCH
NEW 6" C900
BE NPP IF REQUIRED
PAYMENT FOR SERVICE SHALL
WATER SERVICE, SIZE VARIES,
TO BE RESEALED DETAIL
EXISTING EXPANSION JOINT
BE SEALED DETAIL
EXISTING JOINT TO
SPALL AREA
PAVING IDIQ FT. STEWART/HAAF
LCM
H-2160
FS-4273
L. MILES SEP 22
ED-303-2J
WG-303-2J
FOR REVIEW ONLY 02 SEP 2022
NOT FOR CONSTRUCTION
20"15"
CHATHAM COUNTY
FT. STEWART/HUNTER AAF
NOT TO SCALE
FIRE HYDRANT INSTALLATION DETAIL
M
A X
IM
U
M
IM
U
M
Lc
M
IN
15" MINIMUM
3'-0"
GATE VALVE DETAIL
V A
R
IE
S
REVISION DATE DESCRIPTION BY
DRAWING NUMBER
SHEET OF
OFFICE OF THE ENGINEER
LIBERTY COUNTY GEORGIA
DESIGN BY: DATE
SCALE: DRAWN BY:AS SHOWN
FORT STEWART, GEORGIA
2"
M
IN
MIN.
SAWCUT
SAWCUT
2"
MIN.
M
IN
2"
M
IN
MIN.
SAWCUT
BOND BREAKER
SAWCUT
EXISTING SPALL
2" MIN.
TO JOINT
THAN 6" REPAIR SPALL
IF THIS DISTANCE IS LESS
2" MIN.
SAWCUT
SPALLS
EXISTING
SPALL
EXISTING
2" MIN.
2" MIN.
¾" EXPANSION JOINT
3'-0"
-1 /2
SEALANT
POURED JOINT1
-1 /2
VARIES
JOINT SEALANT
NEW POURED
-1
/2
M
IN
NEW BACKER MATERIAL
W +⅛" DIAMETER
NEW SEALANT
NOT TO SCALE
SAWCUT
SPALLS
EXISTING
2" MIN.
2" MIN.
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
TYPICAL SPALL DETAIL
NOT TO SCALE
TYPICAL SPALL REPAIR PLAN
DETAILS AND PLANS
SPALL REPAIR NOTES:
4. SOUND CONCRETE AND REMOVE WEAK CONCRETE.
MATCH EXISTING.
3. SEAL JOINTS AFTER CONCRETE HAS SET. JOINTS TO
CONCRETE PLACEMENT.
2. INSTALL BONDBREAKERS BETWEEN SLABS DURING
EPOXY BEFORE PLACING CONCRETE.
1. SAWCUT TO A MINIMUM OF 2" IN DEPTH. COAT WITH
OF JOINT
MATCH WIDTH
DOWEL IN PLACE
CONCRETE, EPOXY
DRILL EXISTING
THIS END OF DOWEL
PAINT AND GREASE
WIDTH VARIES
¼
M
IN
PAVEMENT
CONCRETE
SEALANT
FILL WITH JOINT
ROUT OUT GROOVE,
SLAB
CONCRETE
EXISTING
¾"
CONCRETE
EXISTING
MATERIAL, FULL DEPTH
EXPANSION JOINT
NOT TO SCALE
CRACK REPAIR DETAIL
NEW EXPANSION JOINT DETAIL
VARIES
FULL DEPTH
JOINT MATERIAL,
EXISTING EXPANSION
LEGEND
NEW EXISTING DESCRIPTION
BK
V A
R
IE
S
1'-0" ON CENTER
1" DOWEL,16" IN LENGTH,
NOT TO SCALENOT TO SCALE
L SLAB
c
BACKFILL
COMPACTED
BACKFILL
COMPACTED
NOT TO SCALE
BACKFILL
COMPACTED
X X X X X
4x4-W4xW4
WELDED WIRE FABRIC
FOR ODD SHAPED SLABS
REINFORCEMENT DETAIL
N
N N N
N N N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
C C C C C C C C C CC C
E E E
EE
E
E
E
E
JOINT, TYPE A
¾" EXPANSION
JOINT, TYPE A
¾" EXPANSION
JOINT, TYPE A
¾" EXPANSION
SEE DETAIL
THICKEN EDGE, TYPICAL,
TYPICAL ALL SIDES
JOINT, TYPE A
¾" EXPANSION
SEE DETAIL
THICKEN EDGE, TYPICAL,
THICKENED EDGE DETAIL
NOT TO SCALE
½
½
NEW SEALANT
NEW SEALANT
BUTTED JOINTSAWCUT
TO ¼" BELOW TOP OF PAVEMENT.
TOP OF SEALANT WILL BE ⅛"
NOTE:
NOT TO SCALE
NOT TO SCALE
JOINT LAYOUT DETAIL
JOINT SEALANT DETAIL
CONCRETE SLABS
CONCRETE
MATERIAL OR STRUCTURE
SEALANT DETAIL, THIS SHEET
SEALANT- SEE JOINT
ONE END
PAINTED AND GREASED
AT 12" ON CENTER,
1" 0 DOWEL - 16" LONG
JOINT DETAIL TYPE B JOINT DETAIL TYPE C
JOINT DETAIL TYPE A
DETAIL, THIS SHEET
SEALANT- SEE JOINT SEALANT
½
½"TO ¾" ½"TO ¾"
½"TO ⅝" ½"TO ⅝"
MATERIAL
BACKER
MATERIAL
BACKER
B B
LENGTH VARIES
3'-0"
3'-0"
2'-0"
1'-'6"6"
12"
14"
16"10"
8"
6"
4"
A B C
A
B
C
C-4 12
3'-0"
CONCRETE
15"x15"x15"x THICK
NOT TO SCALE
(MARKED WATER)
CAST IRON COVER
FLUSH WITH PAVEMENT
FINISHED GRADE, INSTALL
(2'X2'X4")
CONCRETE COLLAR
BOX - CAST IRON
OR SLIP TYPE VALVE
THREE PIECE SCREW
WATER LINE
6" GATE VALVE
2' MIN/4' MAX
SEE DETAIL
NEW 6" GATE VALVE,
NEW FIRE HYDRANT
PIPING (10'+ LENGTH)
HYDRANT BRANCH
NEW 6" C900
BE NPP IF REQUIRED
PAYMENT FOR SERVICE SHALL
WATER SERVICE, SIZE VARIES,
TO BE RESEALED DETAIL
EXISTING EXPANSION JOINT
BE SEALED DETAIL
EXISTING JOINT TO
SPALL AREA
PAVING IDIQ FT. STEWART/HAAF
LCM
H-2160
FS-4273
L. MILES SEP 22
ED-303-2J
WG-303-2J
48"
7"
4"
M
I N
12"
PRECAST
CONCRETE
V A
R
IE
S
PIPE DIA.6" 6" 6" 6"
2"
4'0" MINIMUM
N.T.S.
APRON
CONCRETE
LIMITS OF
(CONCRETE ONLY)
FOUNDATION SLAB
EQUIVALENT
R-5900-F OR APPROVED
TO BE NEENAH
FRAME AND COVER
(TYPICAL FOR 4)
PEDESTAL
OR CONCRETE
8"x8" BRICK
PLAN
#4 BARS AT 6" O.C.
PRECAST CONCRETE TOP WITHDURING CONSTRUCTION
LOCATION OF SILT FENCE
DURING CONSTRUCTION
LOCATION OF SILT FENCE
ALL EXPOSED EDGES
¾" CHAMFER FOR
FINISHED GRADE
FINISHED GRADE
APRON
CONCRETE
SHOWN ON PLAN
THROAT ELEVATION
PEDESTAL
PIPE
24" NUMBER 57 STONEELEVATION
WEIR INLET DETAIL
N.T.S.
MORTAR ON OUTSIDE AND INSIDE.
CONCRETE OR OF 8" BRICK WITH ½" OF 1:2 MIXED
2. BOX BODY SHALL BE CONSTRUCTED OF PRECAST
USING 3000 PSI CONCRETE.
1. FOUNDATION AND APRON SHALL BE CAST-IN-PLACE
NOTES:
6"1'-6" 8" 3'-0" 8" 6" 1'-6"
48"
3'-8" 8"
V A
R
IE
S
12"
1½" CHAMFER
6"
TO SLOPE REQUIRED
MORTAR FILLET
8" TYP
EXPANSION JOINT
TYPICAL
8" 8"
2'-0"
SQUARE
N.T.S.
A
A
A-A
HEADER CURB DETAIL
NOT TO SCALE
JOINT DETAIL
(INSIDE)
DEEP MANHOLE
8"8"
16" TYP.
FRAME & COVER
D + 12"
STANDARD PRECAST CONCRETE MANHOLE - STORM
USED
TOP MAY BE
CONCENTRIC
VARIOUS HEIGHTS
TOP UNITS AVAILABLE IN
VARIES-BASE, RISERS, AND
DIAMETER
4'-0"MINIMUM
FT. STEWART/HUNTER AAF
CHATHAM COUNTY
STANDARD PRECAST CONCRETE DROP INLET DETAIL
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
PIPE BOLLARD DETAIL
12" ON 4" DIA.
16" ON 6" DIA.
REVISION DATE DESCRIPTION BY
OFFICE OF THE ENGINEER
LIBERTY COUNTY GEORGIA
DESIGN BY: DATE
SCALE: DRAWN BY:AS SHOWN
FORT STEWART, GEORGIA
SHEET OF
DETAILS
NOTE:
FRAME & COVER
CURB
8" CONCRETE PEDESTAL (TYP)
2'-8"
" 3
8"8"
1'-9 1/2"
TYPE "A" (4'-11")
EITHER HAND
TYPE "B" (9'-3")
CURB
POURED CONCRETE PEDESTAL
FRAME AND COVER TO BE NEENAH
FOUNDRY COMPANY CATALOG
NO. R-5900-F, OR EQUIVALENT
WEIGHT 205#
1'-9 1/2"
3'-7"
A
A
CURB INLET
END ELEVATION
FRONT ELEVATION
WALLOPENING
AREA
20'-0"
18'-0"
16'-0"
14'-0"
12'-0"
10'-0"
8'-0"
6'-0"
5'-0"
4'-0"
19.6
16.0
12.6
9.6
7.1
4.9
3.1
1.8
1.2
0.8
60"
54"
48"
42"
36"
30"
24"
18"
15"
12"
¾" CHAMFER (TYPICAL)
SLOPE
VARI
ES
DIMENSIONS
CONCRETE HEADWALL DETAIL
N.T.S.
* A D
D ''L
L
IN
E
F T
''G F
O R
E A
C H
C O
N C
I N
W A
L L
CLASS ''B'' CONCRETEFOOTING
FEBHGD
SQ FT CU YDCU FTFOOTWALL
TOTALCUBIC FT
2.23
1.96
1.64
1.33
0.97
0.73
0.52
0.38
0.32
0.25
10.79
8.79
6.85
5.20
3.60
2.49
1.62
1.04
0.76
0.54
291.3
237.4
184.9
140.3
97.2
67.2
43.6
28.0
20.6
14.5
126.7
108.0
88.0
70.0
46.7
32.5
21.3
14.4
10.7
7.3
164.6
129.4
96.9
70.3
50.5
34.7
22.3
13.6
9.9
7.2
2'-0"
2'-0"
2'-0"
2'-0"
1'-8"
1'-6"
1'-4"
1'-3"
1'-2"
1'-0"
3'-2"
3'-0"
2'-9"
2'-6"
2'-4"
2'-2"
2'-0"
1'-11"
1'-10"
1'-10"
2'-6"
2'-4"
2'-1"
1'-10"
1'-8"
1'-6"
1'-4"
1'-3"
1'-2"
1'-2"
6'-0"
5'-6"
5'-0"
4'-6"
4'-0"
3'-6"
3'-0"
2'-6"
2'-3"
2'-0"
QUANTITIES
ONE ENDWALL
E
B
4"4"
F
D
H
BOTHWAYS
#5 REBAR, 12" O.C.
G
D
10"
M
IN
IM
U M
1"/FT.1"/FT.
6" CONCRETE
8" BRICK OR
24"
V A
R
PIPE
#4 @ 8" E.W.
1/2" 1:2 MORTAR
8" BRICK
STREET PAVEMENT
1" RADIUS
3/4" CHAMFER
#4 @ 9" O.C., E.W.
SLOPE 1/4"/FT.
SLOPE TO OUTLET
CURB INLET - SECTION A-A
N.T.S.
PEDESTAL
8" CONC.
STRUCTURE WITH BRICK AND MORTAR.
BE SEALED INSIDE AND OUTSIDE OF
2. PIPE TIEING TO CURB INLET MUST
EDGES 3/4".
1. CHAMFER ALL EXPOSED CONCRETE
NOTES:
6'-0"
1'-0"
TYPE "C" (13'-7")
CLEARANCE AROUND OPENING
EACH WAY. 1½" MINIMUM
NO. 4 BAR @ 8" O.C.
CONCRETE
MINIMUM 3000 PSI
SIDEWALK
M A
X
S L
O P
E
:1
CONSTRUCTION JOINT
CURB
GUTTER
JOINT
½" EXPANSION
F F
E E
PLAN
4"CONCRETE
4"MINIMUM
V A
R
IE
S
AS SIDEWALK
SAME WIDTH
SECTION F-F
CURB TRANSITION
6" TO 12"
VARIES
6" TO 12"
VARIES
AS SIDEWALK
SAME WIDTH
48" MINIMUM
SECTION E-E
HANDICAPPED ACCESS RAMP
N.T.S.
(TYPICAL)
½" DIAMETER ROD x 2'-0" LONG
2-#3 BARS
CEMENT
SEAL HOLES WITH
PAVEMENT SURFACE
TYPE
A
B
C
D
E
F
H
I
J
BUMPER
PRECASTED CONCRETE
2" RADIUS
C-5
OR LESS IN DEPTH AND 6" FOR DEEPER.
THICKNESS SHALL BE 5" FOR MANHOLE10'
PROJECT IS SITUATED, BUT MINIMUM
STANDARD FOR LOCALITY IN WHICH
WALL THICKNESS MAY BE ADJUSTED TO
NOTE:
½" THICK
1:2 MORTAR
(HEIGHT VARIES)
BRICK-UP TO GRADE
16"CENTERS
IN A VERTICAL ROW ON
STEPS TO BE INSTALLED
(D)
PIPE DIAMETER
TO JOB REQUIREMENT
PIPE OPENING CAST
AS SHOWN IS PREFERED.
OPTIONAL BUT DETAIL
POSITION OF JOINT IS
NOTE:
OR NEOPRENE RING SEAL
GASKET, OR EQUAL,
DOUBLE RAM-NEK
SEAL, ONLY)
(WITH NEOPRENE
MORTAR ON OUTSIDE
PLASTER JOINTS W/
AND BASES SHALL CONFORM TO ASTM C-478-64T.
PRECAST REINFORCED CONCRETE MANHOLE TOPS, RISERS,
NOTE:
PAINTED YELLOW
CONCRETE FILLED,
4' OR 6" STEEL PIPE,
PAVING IDIQ FT. STEWART/HAAF
LCM
L. MILES SEP 22
AND COVER
HEAVY DUTY FRAME
H-2160
FS-4273
ED-303-2J
WG-303-2J
DIA.
0.8 X DIA.
4'-0" OR 6"-0"
DIAMETER
SEE JOINT DETAIL
(TYPICAL)
VARIES
PRE-PRIMED
PLASTIC
JOINT FILLER
WRAPPER
(REMOVE) INSIDE
OUTSIDE
COMPLETED
JOINT WITH
SQUEEZE OUT
REINFORCING BARS
6" MIN.
16" TYP.
7" MIN. FOR 6' DIA. M.H.
5" MIN. FOR 4' DIA. M.H.
3" CL REQUIRED MANHOLE
DIAMETER (FT)
PIPE
SIZE (IN)
4' (INSIDE DIA.)
6' (INSIDE DIA.) >12"
8" WIDE
JOINT WRAP
CRUSHED ROCK IF WATER ENCOUNTERED.
ENCOUNTERED, 9" OF COMPACTED
COMPACTED SUBGRADE IF NO WATER
(REQ'D FOR PAVED AREAS)
PER MANUFACTURER'S SPECIFICATIONS
RINGS 2" TO 12" STACK INSTALLED
EXPANDED POLYPROPYLENE GRADE
UNPAVED AREAS ONLY.
SPECIFICATIONS. ALLOWED IN
INSTALLED PER MANUFACTURER'S
EXTERNAL CHIMNEY SEAL
12" MAX.
AS REQ'D
MORTAR OR NON-SHRINK GROUT
BRICK W/ PORTLAND CEMENT
FILL BENCHING
CONCRETE / GROUT
1. PRECAST REINFORCED CONCRETE TOPS, RISERS, BASES AND REBARS SHALL CONFORM TO LATEST
ASTM C-478 STD. SPECIFICATIONS.
JOINT DETAIL
WALL THICKNESS
12"<
FI…
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