Attachment 5 - SEED Project- Repair Sewer Lines Basin 2 Drawings.pdf
PDF 4 MB Posted
- Attached to
- Civil Works IDIQ 2024 - Hurlburt Field, FL
- Solicitation number
- FA441724CivilWorks
About this file
This is a solicitation for an Indefinite Delivery/Indefinite Quantity construction contract for civil works projects at Hurlburt Field, Florida. The contract has a minimum value of $25,000 guaranteed to be fulfilled by the first task order, and a maximum ceiling of $26 million over the life of the basic contract. A site visit for the seed project to repair sewer lines in Basin 2 is scheduled for March 20, 2024, with a request for base access due by March 18. The disclosure of magnitude for the seed project is between $250,000 and $500,000. The NAICS code is 237310 and the solicitation is a 100% small business set-aside. Funding and pricing will be cited at the task order level, using firm fixed price with economic price adjustment. The Department of the Air Force Special Operations Command is the issuing agency.
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90794
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90829
90750
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9915799156
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90823
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SHEET REFERENCE:
DA
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SHEET NUMBER:
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IN
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DR
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BU
RT
F
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, F
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
IA
R
E
OF RC
SPE
C
IA
AN
N
PE
R L O
ATI
O
M M
SC
O
D
12 DEC 23
R E
P A
I R
S
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L
N
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B
A S
N
H U
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B U
T
F
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L D
F
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KEG
KEG
CP 1139009
CP 1139009
REPAIR SEWER LINES, BASIN 2
HURLBURT FIELD, FL
SHEET
NUMBER
GENERAL
G-001 COVER SHEET
BASE MAP PROJECT SITE
INDEX OF DRAWINGS
SHEET NAME
CIVIL
C100 OVERVIEW, MH 7-3 TO MH 7-20
C101 EXISTING CONDITIONS, MH 7-3 TO MH 7-6
C201 UTILITY SITE PLAN MH 7-3 TO MH 7-6
C102 EXISTING CONDITIONS, MH 7-6 TO MH 7-20
PAVEMENT MARKINGS, SITE PLAN
C202 UTILITY SITE PLAN MH 7-6 TO MH 7-20
C205 PAVEMENT SITE PLAN - JOINTS
C204 PAVEMENT SITE PLAN - JOINTS
C203 PIPE CROSS SECTIONS
EAST
GATE
MAIN
GATE
BASE CIVIL
ENGINEER
COMMERCIAL
VEHICLE INSPECTION
SECURITY POLICE
CONTRA CTING
M
A
R
T
U
T
H
K
G
J
P
K
W
Y
D
O
W
D
FIRE
DEPT
I
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D
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P
E
N
D
E
N
C
HW
Y 98
C
O
Y
A
V
E
TULLY ST
G-001
C301 JOINT DETAILS
C206
PROJECT
LOCATION
CO
VE
R
SH
EE
T
PROJECT
LOCATION
90829
99116
99115
99118
99117
99068
90812
90822 90825
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SHEET REFERENCE:
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SHEET NUMBER:
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EC
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SQ
UA
DR
ON
HU
RL
BU
RT
F
IE
LD
, F
LO
RI
DA
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
IA
R
E
OF RC
SPE
C
IA
AN
N
PE
R L O
ATI
O
MM
SC
O
D
12 DEC 23
R E
P A
W
N
E S
B
A S
U
R L
B U
E
L D
F
L
KEG
KEG
CP 1139009
C100
OV
ER
VI
EW
, M H
7- 3 T
O
MH
7-
C101
C102
Feet
0 40 80
DRAWING SHEET OVERVIEW
GRASS
AutoCAD SHX Text
8" VCP
AutoCAD SHX Text
8" VCP
AutoCAD SHX Text
8" VCP
AutoCAD SHX Text
8" VCP
AutoCAD SHX Text LAYOUT SIZE 22"x34"
AutoCAD SHX Text
SCALE 1" = 40'
AutoCAD SHX Text
LINETYPE LEGEND:
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SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RI
PT
IO
N
RE
V
AI
R
FO
RC
E
SP
EC
IA
L
OP
ER
AT
IO
NS
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OM
M
AN
D
SP
EC
IA
L
OP
ER
AT
IO
NS
C
IV
IL
E
NG
IN
EE
R
SQ
UA
DR
ON
HU
RL
BU
RT
F
IE
LD
, F
LO
RI
DA
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
IA
R
E
OF RC
SPE
C
IA
AN
N
PE
R L O
ATI
O
MM
SC
O
D
12 DEC 23
R E
P A
W
N
E S
B
A S
U
R L
B U
E
L D
F
L
KEG
KEG
CP 1139009
C101
EX
IS
TI
NG
C
ON
DI
TI
ON
S, M H
7- 3 T
O
MH
7-
MH 7-3
T.E. = 34.82'
I.O. =31.16'
SAWCUT AND REMOVE 13" THICK
CONCRETE SLAB (NO THICKENED
EDGE)
SS
SS
NEW SANITARY SEWER LINE
SANITARY SEWER LINE
UNDERGROUND FIBER OPTIC LINE
ELECTRICAL LINE
FENCE
GAS LINE
COMM LINE
WATER LINE
SANITARY SEWER MANHOLE
DEMOLISH ASPHALT
DEMOLISH CONCRETE
ABANDONED UTILITY LINE
MH 7-4
T.E. = 34.68'
I.E. = 31.57'
I.O. =31.57'
ABANDON IN PLACE 8" VCP SEWER LINE WITH CONCRETE CAP AND
ABANDON MH 7-6 BY FILLING WITH SOIL AND REMOVING THE
MANHOLE TOP, FRAME, AND COVER
ABANDON IN PLACE 8" SEWER LINE
WITH CONCRETE CAP
MH 7-26
SAWCUT AND REMOVE 2" THICK
ASPHALT
SAWCUT AND REMOVE 2" THICK
ASPHALT
GRASS
20' (TYP)
15.75' (TYP)
20' (TYP)
20' (TYP)
15.75'
R50'
MH 7-6
T.E. = 35.75'
I.O. = 30.35'
I.E. (MH 7-3) = 30.38'
I.E. (MH 7-26) = 30.61'
I.E. (B90816) = 30.60'
Feet
0 10 20
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
8" CIP
AutoCAD SHX Text
8" CIP
AutoCAD SHX Text
8" PVC FM
AutoCAD SHX Text
1" PVC FM
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
6" CIP
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
8" VCP
AutoCAD SHX Text
8" VCP
AutoCAD SHX Text
8" VCP
AutoCAD SHX Text
UNDERGROUND UTILITY LINETYPE LEGEND:
AutoCAD SHX Text
UNDERGROUND UTILITY LINETYPE LEGEND:
AutoCAD SHX Text LAYOUT SIZE 22"x34"
AutoCAD SHX Text
SCALE 1" = 10'
AutoCAD SHX Text
13.25" THICK CONCRETE
13" THICK CONCRETE
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SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RI
PT
IO
N
RE
V
AI
R
FO
RC
E
SP
EC
IA
L
OP
ER
AT
IO
NS
C
OM
M
AN
D
SP
EC
IA
L
OP
ER
AT
IO
NS
C
IV
IL
E
NG
IN
EE
R
SQ
UA
DR
ON
HU
RL
BU
RT
F
IE
LD
, F
LO
RI
DA
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
IA
R
E
OF RC
SPE
C
IA
AN
N
PE
R L O
ATI
O
MM
SC
O
D
12 DEC 23
R E
P A
W
N
E S
B
A S
U
R L
B U
E
L D
F
L
KEG
KEG
CP 1139009
C102
EX
IS
TI
NG
C
ON
DI
TI
ON
S, M H
7- 6 T
O
MH
7-
MH 7-20
T.E. = 35.77'
I.E. (B90815) = 29.62'
I.O. =29.62'
MH 7-6
T.E. = 35.75'
I.O. = 30.35'
I.E. (MH 7-3) = 30.38'
I.E. (MH 7-26) = 30.61'
I.E. (B90816) = 30.60'
SAWCUT AND REMOVE 9" THICK
CONCRETE SLABS WITH THICKENED
EDGE
ABANDON IN PLACE 8" SEWER LINE WITH CONCRETE CAP AND
ABANDON MH 7-6 BY FILLING WITH SOIL AND REMOVING THE
MANHOLE TOP, FRAME, AND COVER
ABANDON IN PLACE 8"
SEWER LINE WITH
CONCRETE CAP
SAWCUT AND REMOVE 2" THICK
ASPHALT
SS
SS
NEW SANITARY SEWER LINE
SANITARY SEWER LINE
UNDERGROUND FIBER OPTIC LINE
ELECTRICAL LINE
FENCE
GAS LINE
COMM LINE
WATER LINE
SANITARY SEWER MANHOLE
DEMOLISH ASPHALT
DEMOLISH CONCRETE
ABANDONED UTILITY LINE
Feet
0 10 20
GRASS
20' (TYP)
20' (TYP)
12.5' (TYP)
15.75'
14.8'
13.4'
15'
13.4' (TYP)
R50'
R50'
R50'
MH 7-26
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
8" VCP
AutoCAD SHX Text
8" VCP
AutoCAD SHX Text
8" VCP
AutoCAD SHX Text
6" CIP
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
15" CMP
AutoCAD SHX Text
8" CIP
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
40"X60" ECMP
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
40"X60" ECMP
AutoCAD SHX Text
40"X60" ECMP
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
UNDERGROUND UTILITY LINETYPE LEGEND:
AutoCAD SHX Text
UNDERGROUND UTILITY LINETYPE LEGEND:
AutoCAD SHX Text LAYOUT SIZE 22"x34"
SCALE 1" = 10'
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SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RI
PT
IO
N
RE
V
AI
R
FO
RC
E
SP
EC
IA
L
OP
ER
AT
IO
NS
C
OM
M
AN
D
SP
EC
IA
L
OP
ER
AT
IO
NS
C
IV
IL
E
NG
IN
EE
R
SQ
UA
DR
ON
HU
RL
BU
RT
F
IE
LD
, F
LO
RI
DA
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
IA
R
E
OF RC
SPE
C
IA
AN
N
PE
R L O
ATI
O
MM
SC
O
D
12 DEC 23
R E
P A
W
N
E S
B
A S
U
R L
B U
E
L D
F
L
KEG
KEG
CP 1139009
C201
UT
ILI
TY
S
IT
E
PL
AN
M H
7- 3 T
O
MH
7-
MH 7-3
T.E. = 34.82'
I.O. =31.16'
NEW MH 7-6
T.E. = 35.75'
I.O. = 30.35'
I.E. (MH 7-3) = 30.43'
I.E. (MH 7-26) = 30.58'
I.E. (B90816) = 30.55'
MH 7-4
T.E. = 34.68'
I.E. = 31.57'
I.O. =31.57'
INSTALL 8" PVC SEWER LINE WITH 45
DEG COUPLING INTO MH 7-3
MH 7-26
CONNECT EXISTING 6" PVC AND 8"
PVC SEWER LINES TO NEW MH 7-6
SS
SS
NEW SANITARY SEWER LINE
SANITARY SEWER LINE
UNDERGROUND FIBER OPTIC LINE
ELECTRICAL LINE
FENCE
GAS LINE
COMM LINE
WATER LINE
SANITARY SEWER MANHOLE
NEW ASPHALT PAVEMENT
NEW CONCRETE SLABS
ABANDONED UTILITY LINE
GRASS
Feet
0 10 20
R50'
INSTALL MANHOLE WITH
HD RATED MANHOLE TOP,
FRAME, AND COVER, SEE
DETAIL A ON SHEET C203
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
8" CIP
AutoCAD SHX Text
8" CIP
AutoCAD SHX Text
8" PVC FM
AutoCAD SHX Text
1" PVC FM
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
6" CIP
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
ABND 8" VCP
AutoCAD SHX Text
UNDERGROUND UTILITY LINETYPE LEGEND:
AutoCAD SHX Text
UNDERGROUND UTILITY LINETYPE LEGEND:
AutoCAD SHX Text LAYOUT SIZE 22"x34"
S S
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SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RI
PT
IO
N
RE
V
AI
R
FO
RC
E
SP
EC
IA
L
OP
ER
AT
IO
NS
C
OM
M
AN
D
SP
EC
IA
L
OP
ER
AT
IO
NS
C
IV
IL
E
NG
IN
EE
R
SQ
UA
DR
ON
HU
RL
BU
RT
F
IE
LD
, F
LO
RI
DA
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
IA
R
E
OF RC
SPE
C
IA
AN
N
PE
R L O
ATI
O
MM
SC
O
D
12 DEC 23
R E
P A
W
N
E S
B
A S
U
R L
B U
E
L D
F
L
KEG
KEG
CP 1139009
C202
UT
ILI
TY
S
IT
E
PL
AN
M H
7- 6 T
O
MH
7-
MH 7-20
T.E. = 35.77'
I.E. (B90815) = 29.62'
I.O. =29.62'
INSTALL 8" PVC SEWER LINE WITH 45
DEG COUPLING INTO MH 7-20
SS
SS
NEW SANITARY SEWER LINE
SANITARY SEWER LINE
UNDERGROUND FIBER OPTIC LINE
ELECTRICAL LINE
FENCE
GAS LINE
COMM LINE
WATER LINE
SANITARY SEWER MANHOLE
NEW ASPHALT PAVEMENT
NEW CONCRETE SLABS
ABANDONED UTILITY LINE
GRASS
Feet
0 10 20
R50'
R50'
R50'
INSTALL MANHOLE WITH
HD RATED MANHOLE TOP,
FRAME, AND COVER, SEE
DETAIL A ON SHEET C203
NEW MH 7-6
T.E. = 35.75'
I.O. = 30.35'
I.E. (MH 7-3) = 30.43'
I.E. (MH 7-26) = 30.58'
I.E. (B90816) = 30.55'
CONNECT
EXISTING 6" PVC
AND 8" PVC
SEWER LINES TO
NEW MH 7-6
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
6" CIP
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
15" CMP
AutoCAD SHX Text
8" CIP
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
40"X60" ECMP
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
40"X60" ECMP
AutoCAD SHX Text
40"X60" ECMP
AutoCAD SHX Text
ABND 8" VCP
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
UNDERGROUND UTILITY LINETYPE LEGEND:
AutoCAD SHX Text
UNDERGROUND UTILITY LINETYPE LEGEND:
AutoCAD SHX Text LAYOUT SIZE 22"x34"
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RI
PT
IO
N
RE
V
AI
R
FO
RC
E
SP
EC
IA
L
OP
ER
AT
IO
NS
C
OM
M
AN
D
SP
EC
IA
L
OP
ER
AT
IO
NS
C
IV
IL
E
NG
IN
EE
R
SQ
UA
DR
ON
HU
RL
BU
RT
F
IE
LD
, F
LO
RI
DA
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
IA
R
E
OF RC
SPE
C
IA
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12 DEC 23
R E
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B U
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L D
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KEG
KEG
CP 1139009
C203
PI
PE
C
RO
SS
S
EC
TI
ON
S, M H
7- 3 T
O
MH
7-
0+00 2+58 5+06
L
F
P V
C
.2
L
F
P V
C
.2
38'
M
T O
P
I N
V E
I N
V E
O
T
N E
W
C
L A
V
T O
P
I N
V E
H
I N
V E
B
I N
V E
H
I N
V E
T
T O
P
I N
V E
T
30'
32'
34'
36'
30'
32'
34'
1"/FT SLOPE
D E
P T
H
T
O
I N
V E
R T
2'-0"
MIN
M
I N
M
A X
4'-0"
MIN
4"
1. FLEXIBLE NEOPRENE BOOT CONNECTION OR APPROVED EQUAL ARE REQUIRED FOR
ALL PIPE TO MANHOLE CONNECTIONS.
2. MANHOLES TO BE IN ACCORDANCE WITH FDOT STANDARDS 425-001
3. MAINTENANCE ACCESS STRUCTURE WALLS TO BE SEAL COATED INSIDE AND OUTSIDE
WITH 16 MIL. THICKNESS OF COAL TAR EPOXY. THE 1st COAT IS RED AND THE 2nd COAT
IS BLACK.
4. LIFT HOLES THROUGH PRECAST SECTIONS PERMITTED PER OSHA REQUIREMENTS.
5. ALL OPENINGS SHALL BE SEALED WITH WATERPROOF EXPANDING GROUT.
6. A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MAINTENANCE ACCESS STRUCTURE
TO DIRECT INFLUENT INTO FLOW STREAM.
7. ALL CONCRETE SHALL BE TYPE II CEMENT, MEETING LATEST ASTM REQUIREMENTS
AND PROVIDED WITH LABORATORY CERTIFICATION ON PRECAST STRUCTURES.
8. THE CHIMNEY AREA SHALL BE MINIMUM OF 4" AND A MAXIMUM OF 12" IN HEIGHT. IF NOT
PRECAST, A MINIMUM OF 3 GRADE RINGS SHALL BE INSTALLED. SET IN 2 STRIPS OF
SEALANT/ADHESIVE COMPOUND ON EACH SEALING FACE.
9. SET MAINTENANCE ACCESS STRUCTURE FRAME ON 2 STRIPS OF SEALANT PLUS A BED
OF PORTLAND CEMENT AND SILICA SAND. BRING MORTAR UP OVER FRAME.
10. APPLY MORTAR COATING TO INSIDE AND OUTSIDE OF CHIMNEY. BRING MORTAR UP
AND OVER FRAME.
HD RATED
FRAME & COVER
SEE NOTE 7
FINISH GRADE
GRADE RINGS OR PRECAST
MANHOLE
SEALANT
(KEY LOWER & UPPER WALL)
8" CONCRETE SLAB CAST
MONOLITHICALLY WITH WALLS
GROUT INLET SHAPING
PRECAST MANHOLE DETAIL MH 7-6A
Feet
0 1 2
Feet
0 20 40
PLAN VIEW, MANHOLE 7-6
B
38'
36'
28' 28'
10" C900 PVC WATER MAIN
40" X 60" ECMP STORM DRAIN
6"
1+78 3+87
AutoCAD SHX Text LAYOUT SIZE 22"x34"
AutoCAD SHX Text
HORIZONTAL SCALE 1" = 20'
AutoCAD SHX Text
VERTICAL SCALE 1" = 1'
AutoCAD SHX Text 8"
AutoCAD SHX Text C202, C203
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text C202, C203
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
BASE PLAN OF PRE-CAST MANHOLE
AutoCAD SHX Text
BENCH
AutoCAD SHX Text
INLET (MH 7-3) 10" PVC
AutoCAD SHX Text
OUTLET 10" PVC
AutoCAD SHX Text
CHANNEL
AutoCAD SHX Text
INLET (MH 7-36) 8" PVC
INLET (B90816) 6" PVC
TE
SHEET NUMBER:
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
IA
R
E
OF RC
SPE
C
IA
AN
N
PE
R L O
ATI
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MM
SC
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12 DEC 23
R E
P A
W
N
E S
B
A S
U
R L
B U
E
L D
F
L
KEG
KEG
CP 1139009
C204
PA
VE
ME
NT
S
IT
E
PL
AN
JO
IN
TS
NEW ASPHALT PAVEMENT
NEW CONCRETE SLABS
GRASS
R50'
D
B
2'
18'
CJ
A
A
A
A
A
A
A
TE
TE
D
B
CJ
A
A
Feet
0 10 20
TE
AutoCAD SHX Text LAYOUT SIZE 22"x34"
AutoCAD SHX Text
SCALE 1" = 10'
AutoCAD SHX Text
A CONTRACTION JOINT
AutoCAD SHX Text
B DOWELED CONSTRUCTION JOINT
AutoCAD SHX Text
JOINT LEGEND
AutoCAD SHX Text
E THICKENED EDGE DOWELED EXPANSION JOINT
AutoCAD SHX Text
D THICKENED EDGE EXPANSION JOINT
AutoCAD SHX Text
TE THICKENED EDGE
AutoCAD SHX Text
DEJ DOWELED EXPANSION JOINT
AutoCAD SHX Text
EJ EXPANSION JOINT
AutoCAD SHX Text
CJ CONSTRUCTION JOINT
AutoCAD SHX Text
13.25" THICK CONCRETE
13" THICK CONCRETE
TE
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SP
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IA
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IN
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DR
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HU
RL
BU
RT
F
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LD
, F
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
IA
R
E
OF RC
SPE
C
IA
AN
N
PE
R L O
ATI
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MM
SC
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12 DEC 23
R E
P A
W
N
E S
B
A S
U
R L
B U
E
L D
F
L
KEG
KEG
CP 1139009
C205
PA
VE
ME
NT
S
IT
E
PL
AN
JO
IN
TS
R50'
R50'
R50'
NEW ASPHALT PAVEMENT
NEW CONCRETE SLABS
GRASS
Feet
0 10 20
REINFORCE SLABS WITH 6X6 WWF
D
CJ
CJ
A
TE
D
D
D
D
REINFORCE SLABS
WITH 6X6 WWF
11'
12.5' (TYP)
11'
2'
18'
TE
D
D
45'
B
A
A
A
B
B
B
CJ
CJ
A
A
A
A
AutoCAD SHX Text
A CONTRACTION JOINT
AutoCAD SHX Text
B DOWELED CONSTRUCTION JOINT
AutoCAD SHX Text
JOINT LEGEND
AutoCAD SHX Text
E THICKENED EDGE DOWELED EXPANSION JOINT
AutoCAD SHX Text
D THICKENED EDGE EXPANSION JOINT
AutoCAD SHX Text
TE THICKENED EDGE
AutoCAD SHX Text
DEJ DOWELED EXPANSION JOINT
AutoCAD SHX Text
EJ EXPANSION JOINT
AutoCAD SHX Text
CJ CONSTRUCTION JOINT
AutoCAD SHX Text LAYOUT SIZE 22"x34"
AutoCAD SHX Text
SCALE 1" = 10'
AutoCAD SHX Text
13.25" THICK CONCRETE
9" THICK CONCRETE
90815
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
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FO
RC
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SP
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C
OM
M
AN
D
SP
EC
IA
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C
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IN
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UA
DR
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BU
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F
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, F
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
IA
R
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OF RC
SPE
C
IA
AN
N
PE
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SC
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12 DEC 23
R E
P A
W
N
E S
B
A S
U
R L
B U
E
L D
F
L
KEG
KEG
CP 1139009
C206
PA
VE
ME
NT
M
AR
KI
NG
S, S
IT
E
PL
AN
Feet
40200
2'-8"
3'-0"
RESTRICTED AREA PAVEMENT MARKINGC
6" NON-REFLECTIVE RED LINE
RESTRICTED AREA STRIPE (TYP.)
6" REFLECTIVE WHITE
RESTRICTED AREA ENTRANCE
STRIPE WITH REFLECTIVE
SOLID WHITE PAINT
2'-0"
(TYP.)
T
Y P
2'-0"
(TYP.)
LETTER/NUMBER PAVEMENT MARKINGA
RED LINE RESTRICTED AREA ENTRANCEB
3.75'
3.75'
PAINT 6" WIDE YELLOW TAXI LINE,
WHERE REMOVED, TO MATCH THE
EXISTING
PAINT 6" WIDE YELLOW TAXI LINE,
WHERE REMOVED, TO MATCH THE
EXISTING
PAINT WHITE ECP BOX WITH RED
BORDER, SEE DETAIL A & B, THIS
SHEET
PAINT RESTRICTED AREA BOX, SEE
DETAIL C, THIS SHEET
PAINT 6" WIDE, 10' LONG YELLOW
STRIPE TO FOLLOW THE CENTERLINE
OF THE ROAD
PAINT 6" WIDE RED LINE,
WHERE REMOVED, TO
MATCH EXISTING
LIMITS OF NEW PAVEMENT
16'
PAINT 6" WIDE WHITE
STRIPE TO MATCH EXISTING
DRIVING LANE EDGE
PAINT 6" WIDE WHITE
STRIPE FOR AGE BOX
NEW PAVEMENT MARKINGS
EXISTING PAVEMENT MARKINGS
AutoCAD SHX Text LAYOUT SIZE 22"x34"
AutoCAD SHX Text
SCALE 1" = 20'
AutoCAD SHX Text
AFVA 31-108 (36" X 30")
AutoCAD SHX Text RESTRICTED AREA PAVEMENT MARKING NOTES FOR 36"x30": 1. WARNING AND "USE OF DEADLY FORCE AUTHORIZED": STANDARD RED WARNING AND "USE OF DEADLY FORCE AUTHORIZED": STANDARD RED LETTERS ON WHITE BACKGROUND. 2. HEADING, TEXT AND U.S. CODE CITATION: BLACK LETTERS ON WHITE HEADING, TEXT AND U.S. CODE CITATION: BLACK LETTERS ON WHITE BACKGROUND. 3. TYPOGRAPHY: TYPOGRAPHY: WARNING: UPPER CASE HELVETICA MEDIUM, (5") CAPITAL LETTER HEIGHT, CENTERED. HEADING: UPPER AND LOWER CASE HELVETICA MEDIUM, (2") CAPITAL LETTER HEIGHT, FLUSH LEFT. TEXT: UPPER AND LOWER CASE HELVETICA MEDIUM, (1") CAPITAL LETTER HEIGHT, FLUSH LEFT. CITATION: UPPER AND LOWER CASE HELVETICA MEDIUM, ( ") 34") CAPITAL LETTER HEIGHT, FLUSH LEFT. 4. RESTRICTED AREA MARKINGS SHALL BE PAINTED ADJACENT TO THE RED LINE RESTRICTED AREA MARKINGS SHALL BE PAINTED ADJACENT TO THE RED LINE ON THE AIRFIELD APRON. 36"x30" PAINTED MARKINGS SHALL BE SPACED AS INDICATED ON SHEET CI101
AutoCAD SHX Text 2.0"
AutoCAD SHX Text 2.0"
AutoCAD SHX Text C206
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
HEADING
AutoCAD SHX Text
CITATION
AutoCAD SHX Text
TEXT
AutoCAD SHX Text
6" (TYP.)
AutoCAD SHX Text 10.50'
AutoCAD SHX Text
6" (TYP.)
AutoCAD SHX Text 6.00'
AutoCAD SHX Text
6" (TYP.)
AutoCAD SHX Text
5.0' (MIN.) (TYP.)
AutoCAD SHX Text 7.0'
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text ROADWAY PAVEMENT MARKING NOTES: 1. WORD/NUMBER MARKINGS SHALL BE NON-REFLECTIVE BLACK. WORD/NUMBER MARKINGS SHALL BE NON-REFLECTIVE BLACK. 2. LETTERS AND NUMERALS SHOULD BE 6 FEET IN HEIGHT. LETTERS AND NUMERALS SHOULD BE 6 FEET IN HEIGHT. 3. PAVEMENT WORD/NUMBER MARKINGS SHOULD BE PROPORTIONALLY PAVEMENT WORD/NUMBER MARKINGS SHOULD BE PROPORTIONALLY SCALED TO FIT WITHIN THE WIDTH OF THE RED LINE RESTRICTED AREA ENTRANCE.
AutoCAD SHX Text C206
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text C206
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text 40.0'
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text 2.0'
LEGEND
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SHEET NUMBER:
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SP
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IN
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UA
DR
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HU
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BU
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F
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LD
, F
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
IA
R
E
OF RC
SPE
C
IA
AN
N
PE
R L O
ATI
O
MM
SC
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12 DEC 23
R E
P A
W
N
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B
A S
U
R L
B U
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L D
F
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KEG
KEG
CP 1139009
C301
JO
IN
T
DE
TA
ILS
NOT TO SCALE
1.25" DIA. DOWEL BAR
20" LONG WITH ONE END PAINTED AND OILED.
EVERY 15" O.C.
d h
D
= THICKNESS OF NEW CONCRETE
= DOWEL DIAMETER= 1.25"
NOTE:
TRANSVERSE OR LONGITUDINAL CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING AN INITIAL GROOVE IN THE
CONCRETE WITH A 1/8" BLADE TO THE INDICATED DEPTH. THE TIME OF INITIAL SAWING SHALL VARY DEPENDING ON EXISTING
AND ANTICIPATED WEATHER CONDITIONS AND SHALL BE SUCH AS TO PREVENT UNCONTROLLED CRACKING OF THE
PAVEMENT. SAWING OF THE JOINTS SHALL COMMENCE AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY TO
PERMIT CUTTING OF THE CONCRETE WITHOUT CHIPPING, SPALLING, OR TEARING. BEFORE SAWING A JOINT, THE CONCRETE
SHALL BE EXAMINED CLOSELY FOR CRACKS, AND THE JOINT SHALL NOT BE SAWED IF A CRACK HAS OCCURRED NEAR THE
PLANNED JOINT LOCATION. SAWING SHALL BE DISCONTINUED WHEN A CRACK DEVELOPS AHEAD OF THE SAW CUT. NEW
PAVEMENT SLABS THAT ARE BROKEN, HAVE SPALLED EDGES, OR CONTAIN CRACKS SHALL BE REMOVED AND REPLACED OR
REPAIRED AT NO ADDITIONAL COST TO THE GOVERNMENT. REMOVAL OF PARTIAL SLABS WILL NOT BE PERMITTED. PLEASE
REFER TO SPECIFICATIONS FOR APPROPRIATE PREPARATION ACTIONS TO BE TAKEN PRIOR TO COMMENCEMENT OF SAW
CUTTING.
TYPE A TRANSVERSE OR LONGITUDINAL
CONTRACTION JOINT
TYPE B DOWELED TRANSVERSE OR LONGITUDINAL
CONSTRUCTION JOINT
NOT TO SCALE
NOT TO SCALE
TYPE D THICKENED
EDGE EXPANSION JOINT
NOTE:
1. DOWELING INTO EXISTING PAVEMENTS SHALL BE
PERFORMED BY A MACHINE, NO HAND DRILLING ALLOWED.
d h
= THICKNESS OF NEW CONCRETE
= THICKNESS OF NEW CONCRETE
JOINT SEAL
JOINT SEAL
NEW RIGID PAVEMENT EXISTING GROUND
NOT TO SCALE
TE - THICKENED EDGE
d h
D
= THICKNESS OF NEW CONCRETE
= DOWEL DIAMETER
JOINT SEAL
d h
= THICKNESS OF NEW CONCRETE
CJ - CONSTRUCTION JOINT
NOT TO SCALE
JOINT SEAL
NEW PAVEMENT
EXISTING PAVEMENT
750 FLEX CONCRETE
THICKNESS AS
SPECIFIED ON SITE PLAN
6" GRADED
AGGREGATE BASE
(100% MODIFIED
PROCTOR)
COMPACTED
SUBGRADE (98%
MODIFIED PROCTOR)
2" THICK ASPHALT SP9.5
6" GRADED
AGGREGATE BASE
(100% MODIFIED
PROCTOR)
COMPACTED
SUBGRADE (98%
MODIFIED PROCTOR)
3"
MAX
3" MAX
6"x6", 6 GAGE, WELDED WIRE FABRIC
REINFORCEMENT.
USE ONLY WHERE REQUIRED BY THE
SITE PLAN (SEE SHEET C205)
AutoCAD SHX Text LAYOUT SIZE 22"x34"
AutoCAD SHX Text h
AutoCAD SHX Text d
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text h
AutoCAD SHX Text d
AutoCAD SHX Text d
AutoCAD SHX Text h
AutoCAD SHX Text 1.25
AutoCAD SHX Text h
AutoCAD SHX Text d
AutoCAD SHX Text 5'
AutoCAD SHX Text
MIN.
AutoCAD SHX Text d
AutoCAD SHX Text h
AutoCAD SHX Text d
AutoCAD SHX Text h
AutoCAD SHX Text d
AutoCAD SHX Text
1.25 h
AutoCAD SHX Text d
AutoCAD SHX Text h
AutoCAD SHX Text 5'
AutoCAD SHX Text
MIN.
AutoCAD SHX Text h
AutoCAD SHX Text d
AutoCAD SHX Text
1/2" MIN. TO 5/8" MAX.
AutoCAD SHX Text
1/8" TO 1/4"
AutoCAD SHX Text
DEPTH AS RECOMMENDED
AutoCAD SHX Text
BY MANUFACTURER
AutoCAD SHX Text
OF JOINT SEAL
AutoCAD SHX Text
PREFORMED ELASTOMERIC
AutoCAD SHX Text
JOINT SEAL. WIDTH OF SEAL SHALL
AutoCAD SHX Text
BE AT LEAST TWICE THE NORMAL
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
JOINT
AutoCAD SHX Text
PREFORMED ELASTOMERIC
AutoCAD SHX Text
JOINT SEAL. WIDTH OF SEAL SHALL
AutoCAD SHX Text
BE AT LEAST TWICE THE NORMAL
AutoCAD SHX Text 3/4"
AutoCAD SHX Text
PREFORMED NON-EXTRUDING
AutoCAD SHX Text
JOINT FILTER
AutoCAD SHX Text
1/8" TO 1/4"
AutoCAD SHX Text 3/4" %%P 1/16"
AutoCAD SHX Text
1/4" R (TYP.)
AutoCAD SHX Text
PREFORMED ELASTOMERIC
AutoCAD SHX Text
JOINT SEAL. WIDTH OF SEAL SHALL
AutoCAD SHX Text
BE AT LEAST TWICE THE NORMAL
AutoCAD SHX Text
DEPTH AS RECOMMENDED
AutoCAD SHX Text
BY MANUFACTURER
AutoCAD SHX Text
OF JOINT SEAL
AutoCAD SHX Text
DEPTH AS RECOMMENDED
AutoCAD SHX Text
BY MANUFACTURER
AutoCAD SHX Text
OF JOINT SEAL
AutoCAD SHX Text
1/4" FIBERBOARD FILTER
AutoCAD SHX Text
1/2" MIN. TO 5/8" MAX.
AutoCAD SHX Text
1/8" TO 1/4"
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
SEAL DETAIL
AutoCAD SHX Text
EXPANSION JOINT SEAL
AutoCAD SHX Text
INSTALLATION DETAIL
AutoCAD SHX Text
INSTALLATION DETAIL
AutoCAD SHX Text
SLIP JOINT SEAL
AutoCAD SHX Text
PREFORMED JOINT SEAL DETAILS
AutoCAD SHX Text
WIDTH OF THE JOINT
AutoCAD SHX Text
WIDTH OF THE JOINT
AutoCAD SHX Text
WIDTH OF THE JOINT
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text A1
AutoCAD SHX Text C201
AutoCAD SHX Text C301
AutoCAD SHX Text
CONCRETE PAVEMENT CROSS SECTION (TYP)
AutoCAD SHX Text
NTS
AutoCAD SHX Text B1
AutoCAD SHX Text C201
AutoCAD SHX Text C301
AutoCAD SHX Text
ASPHALT PAVEMENT CROSS SECTION (TYP)
AutoCAD SHX Text
NTS
AutoCAD SHX Text d
AutoCAD SHX Text h
AutoCAD SHX Text h
AutoCAD SHX Text d
| Repair Sewer Lines, Basin 2, FY24-G001 |
| Sheets and Views |
| Repair Sewer Lines, Basin 2, FY24-G001 |
| Repair Sewer Lines, Basin 2, FY24-C100 |
| Sheets and Views |
| Repair Sewer Lines, Basin 2, FY24-C100 |
| Repair Sewer Lines, Basin 2, FY24-C101 |
| Sheets and Views |
| Repair Sewer Lines, Basin 2, FY24-C101 |
| Repair Sewer Lines, Basin 2, FY24-C102 |
| Sheets and Views |
| Repair Sewer Lines, Basin 2, FY24-C102 |
| Repair Sewer Lines, Basin 2, FY24-C201 |
| Sheets and Views |
| Repair Sewer Lines, Basin 2, FY24-C201 |
| Repair Sewer Lines, Basin 2, FY24-C202 |
| Sheets and Views |
| Repair Sewer Lines, Basin 2, FY24-C202 |
| Repair Sewer Lines, Basin 2, FY24-C203 |
| Sheets and Views |
| Repair Sewer Lines, Basin 2, FY24-C203 |
| Repair Sewer Lines, Basin 2, FY24-C204 |
| Sheets and Views |
| Repair Sewer Lines, Basin 2, FY24-C204 |
| Repair Sewer Lines, Basin 2, FY24-C205 |
| Sheets and Views |
| Repair Sewer Lines, Basin 2, FY24-C205 |
| Repair Sewer Lines, Basin 2, FY24-C206 |
| Sheets and Views |
| Repair Sewer Lines, Basin 2, FY24-C206 |
| Repair Sewer Lines, Basin 2, FY24-C301 |
| Sheets and Views |
| Repair Sewer Lines, Basin 2, FY24-C301 |
File details come from the government source that posted it. Updated .