B08 - W9123822B0008 Attachment 08 Plans Replacement Pages.pdf
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- Solicitation number
- W9123822B0008
About this file
This solicitation is for design-bid-build construction services to provide levee erosion repair for Public Law 84-99 Site 1151-21 in Tracy, California. The U.S. Army Corps of Engineers, Sacramento District, requires repair of approximately 1,500 feet of through and under seepage on the San Joaquin River levee to pre-flood conditions. Work includes removing an existing steel tube fence, clearing and grubbing vegetation, and constructing a seepage berm on the landside of the levee using fill, geotextile, filter sand, drain rock, riprap, seeding, and matching steel tube barrier fence and aggregate surfacing materials. Additional requirements consist of dust control, safety meetings, and weekly progress meetings. Construction must be complete by November 1, 2022. The estimated value is between $5 million and $10 million. Interested vendors should monitor the SAM.gov website for updates to the vendor list and notices, as the project scope and solicitation details may change.
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H
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(E) CRUSHED AGGREGATE
EMERGENCY BERM
(SEE NOTE 2)
LIMITS OF CLEARING, GRUBBING, AND STRIPPING
CONSTRUCTION LIMITS
LEVEE CONTROL LINE
SEE NOTE 6
LIMITS OF EXCAVATION
(E) FENCE
REMOVE BETWEEN
NEW CONNECTIONS
APPROX LOCATION OF
NEW FENCE CONNECTION
(SEE SHEET C-111)
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Last saved by: ANA.SUGUITAN(2022-04-07) Last Plotted: 2022-04-07
Filename: C:\USERS\ANA.SUGUITAN\AECOM\1151-21_SAN JOAQUIN - 1151-21_SAN JOAQUIN\20-SHEETS\1151-21-CD-101.DWG
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EXCAVATION PLAN, STA 4876+00 TO 4868+00
SCALE: 1" = 200'
60'0 30'
1. THE LIMITS OF CLEARING, GRUBBING, AND STRIPPING
INCLUDE THE EXCAVATION AND FILL LIMITS. CLEARING,
GRUBBING AND STRIPPING SHALL BE PERFORMED IN
ACCORDANCE WITH SPECIFICATION 31 11 00.
2. EXISTING EMERGENCY BERM SHOWN IN THE DRAWING
WILL BE REMOVED BY OTHERS PRIOR TO THE
CONSTRUCTION OF THE SEEPAGE BERM. EXISTING
FENCE TO BE REMOVED BY CONTRACTOR. RE-USE OF
THE FENCING MATERIALS IS PERMISSIBLE.
3. ALL EXCAVATION SHALL BE PERFORMED IN SUCH A
WAY AS TO ENSURE POSITIVE DRAINAGE AWAY FROM
THE LEVEE TOE.
4. CONTRACTOR SHALL STOCKPILE STRIPPED MATERIALS
FOR RESPREAD ON COMPLETED BERM.
5. CONTRACTOR SHALL PROVIDE HIGH VISIBILITY
TEMPORARY SECURITY FENCE AT THE CONSTRUCTION
LIMIT LINE.
6. CONTRACTOR SHALL PROTECT ALL EXISTING CONTROL
POINTS IN PLACE.
7. REFER TO THE GEOTECHNICAL DATA REPORT (GDR)
FOR AVAILABLE INFORMATION ON SUBSURFACE
EXPLORATION AND SOIL LABORATORY TEST RESULTS.
8. SEE C-301 FOR TYPICAL EXCAVATION SECTIONS.
GENERAL SHEET NOTES
LEGEND
CRUSHED AGGREGATE SURFACING
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(E) FENCE
REMOVE BETWEEN
NEW CONNECTIONS
LIMITS OF CLEARING, GRUBBING, AND STRIPPING
CONSTRUCTION LIMITS
LEVEE CONTROL LINE
SEE NOTE 6
SEE NOTE 6
(E) RAMP
PRESERVE AND PROTECT
(E) CRUSHED AGGREGATE
EMERGENCY BERM
(SEE NOTE 2)
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Filename: C:\USERS\ANA.SUGUITAN\AECOM\1151-21_SAN JOAQUIN - 1151-21_SAN JOAQUIN\20-SHEETS\1151-21-CD-102.DWG
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EXCAVATION PLAN, STA 4868+00 TO 4860+00
SCALE: 1" = 200'
60'0 30'
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1. THE LIMITS OF CLEARING, GRUBBING, AND STRIPPING
INCLUDE THE EXCAVATION AND FILL LIMITS. CLEARING,
GRUBBING AND STRIPPING SHALL BE PERFORMED IN
ACCORDANCE WITH SPECIFICATION 31 11 00.
2. EXISTING EMERGENCY BERM SHOWN IN THE DRAWING
WILL BE REMOVED BY OTHERS PRIOR TO THE
CONSTRUCTION OF THE SEEPAGE BERM. EXISTING
FENCE TO BE REMOVED BY CONTRACTOR. RE-USE OF
THE FENCING MATERIALS IS PERMISSIBLE.
3. ALL EXCAVATION SHALL BE PERFORMED IN SUCH A
WAY AS TO ENSURE POSITIVE DRAINAGE AWAY FROM
THE LEVEE TOE.
4. CONTRACTOR SHALL STOCKPILE STRIPPED MATERIALS
FOR RESPREAD ON COMPLETED BERM.
5. CONTRACTOR SHALL PROVIDE HIGH VISIBILITY
TEMPORARY SECURITY FENCE AT THE CONSTRUCTION
LIMIT LINE.
6. CONTRACTOR SHALL PROTECT ALL EXISTING CONTROL
POINTS IN PLACE.
7. REFER TO THE GEOTECHNICAL DATA REPORT (GDR)
FOR AVAILABLE INFORMATION ON SUBSURFACE
EXPLORATION AND SOIL LABORATORY TEST RESULTS.
8. SEE C-301 FOR TYPICAL EXCAVATION SECTIONS.
GENERAL SHEET NOTES
LEGEND
CRUSHED AGGREGATE SURFACING
- SURVEY CONTROL POINT '202'
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LIMITS OF CLEARING, GRUBBING, AND STRIPPING
CONSTRUCTION LIMITS
LEVEE CONTROL LINE
SEE NOTE 6
TOE OF SEEPAGE BERM
NEW FENCE
(SEE NOTE 8)
SUBGRADE
GRADE BREAK
SLOPE
3H:1V
TIE-IN NEW FENCE
TO EXISTING FENCE
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Filename: C:\USERS\ANA.SUGUITAN\AECOM\1151-21_SAN JOAQUIN - 1151-21_SAN JOAQUIN\20-SHEETS\1151-21-C-103.DWG
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GRADING PLAN - SUBGRADE STA 4876+00 TO 4868+00
SCALE: 1" = 200'
60'0 30'
M A
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1. THE CONTRACTOR SHALL GRADE LANDSIDE TOE OF
SEEPAGE BERM WITHIN CONSTRUCTION LIMITS TO
DRAIN WHILE MAINTAINING CURRENT GRADING OF
ADJACENT FIELDS.
2. SEE C-302 FOR TYPICAL GRADING SECTIONS
3. ALL GRADING SHALL BE PERFORMED IN SUCH A WAY
AS TO ENSURE POSITIVE DRAINAGE AWAY FROM THE
LEVEE TOE.
4. CONTRACTOR SHALL STOCKPILE STRIPPED MATERIALS
FOR RESPREAD ON COMPLETED BERM.
5. CONTRACTOR SHALL PROVIDE HIGH VISIBILITY
TEMPORARY SECURITY FENCE AT THE CONSTRUCTION
LIMIT LINE.
6. CONTRACTOR SHALL PROTECT ALL EXISTING CONTROL
POINTS IN PLACE.
7. FOLLOWING CLEARING, GRUBBING AND STRIPPING,
AREA WILL BE TRACKED WITH A D6 DOZER OR LARGER
AND ANY LOOSE MATERIAL WILL BE REMOVED.
8. INSTALL NEW FENCE 1' MIN AND 2' MAX FROM EDGE OF
PATROL ROAD. REFER TO SHEET C-501 FOR DETAILS.
9. ONLY CLEARING, GRUBBING AND STRIPPING SHALL
OCCUR BEYOND LIMITS OF EXISTING EMERGENCY
SEEPAGE BERM WITHIN THE LIMITS OF CLEARING,
GRUBBING AND STRIPPING.
GENERAL SHEET NOTES
LEGEND
- SURVEY CONTROL POINT '202'
A1
C-302
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LIMITS OF CLEARING, GRUBBING, AND STRIPPING
CONSTRUCTION LIMITS
LEVEE CONTROL LINE
SEE NOTE 6
SEE NOTE 6
(E) RAMP
PRESERVE AND PROTECT
TOE OF SEEPAGE BERM
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(SEE NOTE 8)
SUBGRADE
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SLOPE
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TO EXISTING FENCE
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Filename: C:\USERS\ANA.SUGUITAN\AECOM\1151-21_SAN JOAQUIN - 1151-21_SAN JOAQUIN\20-SHEETS\1151-21-C-104.DWG
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GRADING PLAN - SUBGRADE STA 4868+00 TO 4860+00
SCALE: 1" = 200'
60'0 30'
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1. THE CONTRACTOR SHALL GRADE LANDSIDE TOE OF
SEEPAGE BERM WITHIN CONSTRUCTION LIMITS TO
DRAIN WHILE MAINTAINING CURRENT GRADING OF
ADJACENT FIELDS.
2. SEE C-302 FOR TYPICAL EXCAVATION AND GRADING
SECTIONS
3. ALL GRADING SHALL BE PERFORMED IN SUCH A WAY
AS TO ENSURE POSITIVE DRAINAGE AWAY FROM THE
LEVEE TOE.
4. CONTRACTOR SHALL STOCKPILE STRIPPED MATERIALS
FOR RESPREAD ON COMPLETED BERM.
5. CONTRACTOR SHALL PROVIDE HIGH VISIBILITY
TEMPORARY SECURITY FENCE AT THE CONSTRUCTION
LIMIT LINE.
6. CONTRACTOR SHALL PROTECT ALL EXISTING CONTROL
POINTS IN PLACE.
7. FOLLOWING CLEARING, GRUBBING AND STRIPPING,
AREA WILL BE TRACKED WITH A D6 DOZER OR LARGER
AND ANY LOOSE MATERIAL WILL BE REMOVED.
8. INSTALL NEW FENCE 1' MIN AND 2' MAX FROM EDGE OF
PATROL ROAD. REFER TO SHEET C-501 FOR DETAILS.
GENERAL SHEET NOTES
LEGEND
- SURVEY CONTROL POINT '202'
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TOE OF SEEPAGE BERM
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PATROL ROAD
NEW FENCE
(SEE NOTE 7)
MATCH (E) ROADWAY
SEEPAGE BERM
GRADE BREAK
SLOPE
3H:1V
TOP OF
CHIMNEY
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BENCH
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CONSTRUCTION LIMITS
TIE-IN NEW FENCE
TO EXISTING FENCE
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Filename: C:\USERS\ANA.SUGUITAN\AECOM\1151-21_SAN JOAQUIN - 1151-21_SAN JOAQUIN\20-SHEETS\1151-21-C-111.DWG
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A1
GRADING PLAN - FILL, STA 4876+00 TO 4868+00
SCALE: 1" = 200'
60'0 30'
1. CONTRACTOR SHALL GRADE LANDSIDE TOE OF
SEEPAGE BERM WITHIN CONSTRUCTION LIMITS TO
DRAIN WHILE MAINTAINING CURRENT GRADING OF
ADJACENT FIELDS.
2. SEE C-302 FOR TYPICAL SECTION.
3. CONTRACTOR SHALL STOCKPILE STRIPPED MATERIALS
FOR RESPREAD ON COMPLETED BERM.
4. CONTRACTOR SHALL PROVIDE HIGH VISIBILITY
TEMPORARY SECURITY FENCE AT THE CONSTRUCTION
LIMIT LINE.
5. CONTRACTOR SHALL PROTECT ALL EXISTING CONTROL
POINTS IN PLACE.
6. BEGIN FENCE REMOVAL 15-FT FROM FURTHEST EDGE
OF THE SEEPAGE BERM. INSTALL NEW POST IN ORDER
TO CONNECT EXISTING FENCE WITH NEW ONE.
7. MIN 1-FT AND MAX 2-FT DISTANCE BETWEEN EDGE OF
PATROL ROAD AND FENCE.
GENERAL SHEET NOTES
M A
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H
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C D
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AM0002
L2EDDWAD
Typewritten Text
AM-0002
L2EDDWAD
Line
L2EDDWAD
Line
L2EDDWAD
Typewritten Text
L2EDDWAD
Line
L2EDDWAD
Line
L2EDDWAD
Line
L2EDDWAD
Line
L2EDDWAD
H
V
V
A
R
I
E
S
TOE OF SEEPAGE BERM
SEEPAGE BERM HINGE POINT
PATROL ROAD
CONSTRUCTION LIMITS
MATCH (E) ROADWAY
SEEPAGE BERM
GRADE BREAK
SLOPE
3H:1V
TOP OF
CHIMNEY
DRAIN
BENCH
LEVEE CONTROL LINE
EXCAVATE SUFFICIENT
ROCK BERM TO
INSTALL NEW FENCE
POST
SLOPE
3H:1V
GATE
N
O
NEW FENCE
(SEE NOTE 7)
TIE-IN NEW FENCE
TO EXISTING FENCE
S O
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N
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Filename: C:\USERS\ANA.SUGUITAN\AECOM\1151-21_SAN JOAQUIN - 1151-21_SAN JOAQUIN\20-SHEETS\1151-21-C-112.DWG
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A1
GRADING PLAN - FILL, STA 4868+00 TO 4860+00
SCALE: 1" = 200'
60'0 30'
S
A
Q
U
V
E
R
F
L
O
W
1. CONTRACTOR SHALL GRADE LANDSIDE TOE OF
SEEPAGE BERM WITHIN CONSTRUCTION LIMITS TO
DRAIN WHILE MAINTAINING CURRENT GRADING OF
ADJACENT FIELDS.
2. SEE C-302 FOR TYPICAL SECTION.
3. CONTRACTOR SHALL STOCKPILE STRIPPED MATERIALS
FOR RESPREAD ON COMPLETED BERM.
4. CONTRACTOR SHALL PROVIDE HIGH VISIBILITY
TEMPORARY SECURITY FENCE AT THE CONSTRUCTION
LIMIT LINE.
5. CONTRACTOR SHALL PROTECT ALL EXISTING CONTROL
POINTS IN PLACE.
6. BEGIN FENCE REMOVAL 15-FT FROM FURTHEST EDGE
OF THE SEEPAGE BERM. INSTALL NEW POST IN ORDER
TO CONNECT EXISTING FENCE WITH NEW ONE.
7. MIN 1-FT AND MAX 2-FT DISTANCE BETWEEN EDGE OF
PATROL ROAD AND FENCE.
GENERAL SHEET NOTES
M A
T C
H
L I N
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C
C
A1
C-302
D1
A
D D
C A
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N
O
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AM0002
L2EDDWAD
Typewritten Text
AM-0002
L2EDDWAD
Line
L2EDDWAD
Line
L2EDDWAD
Typewritten Text
L2EDDWAD
Line
L2EDDWAD
Line
L2EDDWAD
Line
L2EDDWAD
Line
L2EDDWAD
LEVEE CONTROL LINE
(E) GRADE
APPROXIMATE
LIMITS OF EXCAVATION
POSSIBLE PRESENCE OF (E)
FILTER FABRIC TO BE REMOVED
LIMITS OF
CRUSHED AGGREGATE REMOVAL
VARIES, SEE NOTE 2
WATERSIDE
LANDSIDE
WATERSIDE TOE
APPROXIMATE
TOE OF LEVEE
APPROXIMATE
LANDSIDE
HINGE POINT
(E) CRUSHED AGGREGATE
EMERGENCY BERM
(SEE NOTE 2)
MATCH EXISTING
BERM TOE ELEVATION
(PROJECTED)
(E) FENCE TO BE REMOVED
EXISTING BERM
TO BE REMOVED
STA. 4861+00 APPROXIMATE LIMITS
OF EXCAVATION
MATCH (E) BERM
TOE ELEVATION
MATCH (E) GRADE
(E) GRADE
S O
L I C
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N
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Last saved by: ANA.SUGUITAN(2022-04-07) Last Plotted: 2022-04-07
Filename: C:\USERS\ANA.SUGUITAN\AECOM\1151-21_SAN JOAQUIN - 1151-21_SAN JOAQUIN\20-SHEETS\1151-21-C-301.DWG
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C-301
A1
TYPICAL CROSS SECTION - EXCAVATION
SCALE: NOT TO SCALE
GENERAL NOTES
1. COMPLETED SLOPES AND ALL AREAS DISTURBED
DURING CONSTRUCTION SHALL BE SEEDED IN
ACCORDANCE WITH SPECIFICATION 32 92 19.
2. EXISTING EMERGENCY BERM SHOWN IN THE
DRAWING WILL BE REMOVED BY OTHERS PRIOR
TO THE CONSTRUCTION OF THE SEEPAGE BERM.
3. ALL DIMENSIONS SHOWN ARE MINIMUM.
4. FOR THE PURPOSES OF QUANTITY ESTIMATION,
THE APPROXIMATE TOE OF THE LEVEE HAS BEEN
ESTABLISHED BY THE INTERSECTION OF THE
AVERAGE LANDSIDE EMBANKMENT SLOPE AND
THE EXISTING LANDSIDE GROUND SURFACE.
D1
TYPICAL CROSS SECTION - END EXCAVATION TRANSITION
SCALE: NOT TO SCALE
C
L A
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AM0002
L2EDDWAD
Typewritten Text
AM-0002
L2EDDWAD
Line
L2EDDWAD
Line
L2EDDWAD
Typewritten Text
L2EDDWAD
Line
L2EDDWAD
Line
L2EDDWAD
Line
L2EDDWAD
Line
L2EDDWAD
C-501
(PROJECTED)
SLOPE
VARIES
-2.00%
WATERSIDE
LANDSIDE
0.75%
17'
M
I N
LIMITS OF
CRUSHED AGGREGATE REMOVAL
VARIES, SEE NOTE 2
CONSTRUCTION LIMITS
LIMITS OF STRIPPING, CLEARING AND GRUBBING
10'
M
I N
5'
70'
M
N
1' MIN - 2' MAX
LEVEE CONTROL LINE
APPROXIMATE
TOE OF LEVEE
APPROXIMATE
LANDSIDE
HINGE POINT
CHIMNEY DRAIN
HINGE POINT
PROJECTED TOE OF
SEEPAGE BERM
(E) GRADE
TYPE II FILL
DRAIN BLANKET
FILTER SAND 1'
WATERSIDE TOE
SEEPAGE BERM HINGE POINT
SEEPAGE BERM
TOP OF CHIMNEY
DRAIN MATCH
(E) GRADE
EL. 36.42
PATROL ROAD
FINISHED
GRADE
BEGIN TAPER TO 1.5'
FILTER SAND 0.5'
PREPARED SUBGRADE
TYPE II FILL
(E) GRADE
EL. 34.2
INSTALL NEW FENCE
(SEE NOTE 4)
HYDROSEED
(SEE NOTE 1)
RESTORE LEVEE CROWN SURFACE
TO ORIGINAL CONDITION WITH
3 INCH AB MATERIAL
TOP SOIL
(4 inches)
M
I N
TYPE II FILL
DRAIN BLANKET
FILTER SAND 1'
SEEPAGE BERM
FILTER SAND 0.5'
PREPARED SUBGRADE
TYPE II FILL
(E) GRADE
MATCH (E) GRADE
(E) GRADE
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Last saved by: ANA.SUGUITAN(2022-04-07) Last Plotted: 2022-04-07
Filename: C:\USERS\ANA.SUGUITAN\AECOM\1151-21_SAN JOAQUIN - 1151-21_SAN JOAQUIN\20-SHEETS\1151-21-C-302.DWG
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C-302
A1
TYPICAL CROSS SECTION
SCALE: NOT TO SCALE
D1
TYPICAL CROSS SECTION - END FILL TRANSITION
SCALE: NOT TO SCALE
GENERAL NOTES
1. COMPLETED SLOPES AND ALL AREAS DISTURBED
DURING CONSTRUCTION SHALL BE SEEDED IN
ACCORDANCE WITH SPECIFICATION 32 92 19.
2. FOLLOWING CLEARING, GRUBBING AND
STRIPPING, AREA WILL BE TRACKED WITH A D6
DOZER OR LARGER AND ANY LOOSE MATERIAL
WILL BE REMOVED.
3. ALL DIMENSIONS SHOWN ARE MINIMUM.
4. INSTALL NEW FENCE 1' MIN AND 2' MAX FROM
EDGE OF PATROL ROAD. REFER TO SHEET C-501
FOR DETAILS.
5. THE LIMITS OF CLEARING, GRUBBING, AND
STRIPPING INCLUDE THE EXCAVATION AND FILL
LIMITS. CLEARING, GRUBBING AND STRIPPING
SHALL BE PERFORMED IN ACCORDANCE WITH
SPECIFICATION 31 11 00.
6. SEE SHEETS C-311 AND C-312 FOR STATION
CONTROL AND OFFSET DISTANCES.
7. SUBGRADE SHALL BE PREPARED IN
ACCORDANCE WITH SPECIFICATION 31 00 00.
8. PLACEMENT OF FILTER SAND AND DRAIN
BLANKET MATERIAL UP THE LEVEE SLOPE ALONG
THE CHIMNEY DRAIN SHALL BE AS PER
CONTRACTOR'S APPROVED MEANS AND
METHODS. MINIMUM DIMENSION THICKNESSES
SHALL BE MAINTAINED FOR EACH MATERIAL.
A
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AM0002
L2EDDWAD
Typewritten Text
AM-0002
L2EDDWAD
Line
L2EDDWAD
Line
L2EDDWAD
Typewritten Text
L2EDDWAD
Line
L2EDDWAD
Line
L2EDDWAD
Line
L2EDDWAD
Typewritten Text
L2EDDWAD
Line
L2EDDWAD
Line
L2EDDWAD
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L2EDDWAD
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L2EDDWAD
Typewritten Text
L2EDDWAD
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Typewritten Text
L2EDDWAD
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L2EDDWAD
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Typewritten Text
L2EDDWAD
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L2EDDWAD
Typewritten Text
L2EDDWAD
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L2EDDWAD
Typewritten Text
L2EDDWAD
Typewritten Text
L2EDDWAD
Typewritten Text
L2EDDWAD
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L2EDDWAD
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Typewritten Text
L2EDDWAD
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PROJECTED TOE OF
SEEPAGE BERM
M
I N
PATROL ROAD
AGGREGATE SURFACING
15'
(E) GRADE
SEEPAGE BERM TOE MATERIAL
FINISHED GRADE
SEEPAGE BERM
DRAIN BLANKET
FILTER SAND
PREPARE SUBGRADE IN
ACCORDANCE WITH
SPECIFICATION
1' MIN - 2' MAX
INSTALL NEW FENCE
(SEE NOTE 4)
SEEPAGE BERM
HINGE POINT
TYPE II FILL
TYPE II FILL
(E) GRADE
5'
GEOTEXTILE SEPARATOR
TOP SOIL
(4 inches)
S T
A
TYPE II FILL
DRAIN BLANKET
FILTER SAND 1'
SEEPAGE BERM
FILTER SAND 0.5'
PREPARED SUBGRADE
TYPE II FILL
(E) GRADE
MATCH (E) GRADE
M
I N
(E) GRADE
LONGITUDINAL WIDTH
S T
A
MATCH
(E) GRADE
20'
1.5'
1.5'
10'
CENTER POST TO CENTER POST
1-7/8" GALVANIZED PIPE
GROUND LEVEL
SEE DETAIL A
2-3/4" GALVANIZED PIPE
CONCRETE
GATE LOCKING TABS WITH LOCK
DETAIL A
GROUND LEVEL
CONCRETE
2-3/4" GALVANIZED PIPE
2-3/4" GALVANIZED PIPE
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
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S I Z
B M
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C O
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Last saved by: ANA.SUGUITAN(2022-04-07) Last Plotted: 2022-04-07
Filename: C:\USERS\ANA.SUGUITAN\AECOM\1151-21_SAN JOAQUIN - 1151-21_SAN JOAQUIN\20-SHEETS\1151-21-C-501.DWG
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C-501
A1
DETAIL
SCALE: NOT TO SCALE
D1
DETAIL - LONGITUDINAL BERM
SCALE: NOT TO SCALE
GENERAL NOTES
1. COMPLETED SLOPES AND ALL AREAS DISTURBED
DURING CONSTRUCTION SHALL BE SEEDED IN
ACCORDANCE WITH SPECIFICATION 32 92 19.
2. FOLLOWING CLEARING, GRUBBING AND
STRIPPING, AREA WILL BE TRACKED WITH A D6
DOZER OR LARGER AND ANY LOOSE MATERIAL
WILL BE REMOVED.
3. ALL DIMENSIONS SHOWN ARE MINIMUM.
4. INSTALL NEW FENCE 1' MIN AND 2' MAX FROM
EDGE OF PATROL ROAD.
5. RE-USE OF EXISTING FENCE MATERIALS IS
PERMISSIBLE. IF NEW FENCE IS INSTALLED, THE
TYPE OF FENCE IS TO MATCH THE EXISTING
STEEL PIPE RAIL FENCING AND PER ASTM A702-13.
6. CONCRETE SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 2000 PSI AND PER
ASTM C31/C31M AND ASTM C39/C39M.
E1
MANUAL DUAL SWING BARRIER GATE
SCALE: 1"=2'
E6
SINGLE RAIL FENCE DETAIL
SCALE: 1"=2'
A
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L L O
W
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AM0002
L2EDDWAD
Typewritten Text
AM-0002
L2EDDWAD
Line
L2EDDWAD
Line
L2EDDWAD
Typewritten Text
L2EDDWAD
Line
L2EDDWAD
Line
L2EDDWAD
Line
L2EDDWAD
Typewritten Text
L2EDDWAD
Line
L2EDDWAD
Typewritten Text
L2EDDWAD
Line
L2EDDWAD
Line
L2EDDWAD
Line
L2EDDWAD
Line
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L2EDDWAD
Typewritten Text
L2EDDWAD
Line
L2EDDWAD
Line
L2EDDWAD
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L2EDDWAD
| Sheets and Views |
| CD-101 EXCAVATION PLAN, STA 4876+00 TO 4868+00 |
| CD-102 EXCAVATION PLAN, STA 4868+00 TO 4860+00 |
| C-103 GRADING PLAN - SUBGRADE STA 4876+00 TO 4868+00 |
| C-104 GRADING PLAN - SUBGRADE STA 4868+00 TO 4860+00 |
| C-111 GRADING PLAN - FILL, STA 4876+00 TO 4868+00 |
| C-112 GRADING PLAN - FILL, STA 4868+00 TO 4860+00 |
| C-301 TYPICAL SECTIONS - EXCAVATION |
| C-302 TYPICAL SECTIONS - CONSTRUCTION |
| C-501 DETAILS |
File details come from the government source that posted it. Updated .