AM0002 Drawings.pdf
PDF 9 MB Posted
- Attached to
- Middle Logan Creek Flood Risk Management Project Federal contract opportunity
- Solicitation number
- W9128F20B0027
About this file
This solicitation is for a flood risk management project located along the Middle Logan Creek in Randolph, Nebraska. Work includes earthwork and grading to realign and widen the creek channel; channel improvements with erosion and grade control structures; replacement of two bridges; roadway realignments; fencing; concrete and aggregate paving; and relocation of storm drainage and water main utilities. The estimated value of construction is between $5 million and $10 million. The solicitation documents are available through Beta SAM.gov. Responses for the work will be in accordance with plans and specifications issued with this solicitation. Demolition and relocation of existing utilities will be performed by utility owners prior to construction start.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Abstract_20B0027.pdf | ||
| Middle Logan Creek ProjNet Question and Answers.pdf | ||
| Am0002.pdf | ||
| SIte Visit Vendor List 7.23.20.pdf | ||
| SIte Visit7.23.20.pdf | ||
| Am0001_Drawings.pdf | ||
| Am0001.pdf | ||
| Randolph Drawings 1 of 3.pdf | ||
| Randolph Drawings 2 of 3.pdf | ||
| W9128F20B0027 Randolph Specs.pdf | ||
| Randolph Drawings 3 of 3.pdf |
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Text version
E JACKSON STREET
866TH ROAD
SHEET PILE
SHEET PILE
TOP SOUTH GUARDRAIL ELEV = 1647.0
DECK ELEV = 1644.3
BRIDGE INFORMATION:
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
3' BARBED WIRE FENCE
40 1
0 16
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
16401640
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SCALE: 1" = 400'
20' 40'0
SCALE: 1" = 20'
MATCH LINE AREA 2
LEGEND
0+00
1+00
WITH THE PROJECT SPECIFICATIONS.
WITH PAVEMENT OR RIPRAP SHALL BE TOPSOILED AND SEEDED IN ACCORDANCE
3) ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE SURFACED
SEE SPECIFICATION SECTION 32 91 18.00 12 FOR REQUIREMENTS.
SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION.
2) TURF REINFORCEMENT MAT SHALL HAVE 75-YEAR MINIMUM DESIGN LIFE AND
1) SEE CE500 SERIES SHEETS FOR SEDIMENT AND EROSION CONTROL DETAILS.
NOTES:
NDOT CLASS 1B
NEW EROSION CONTROL BLANKET
REINFORCED MAT (HPTRM)
NEW HIGH PERFORMANCE TURF
SILT FENCE
INSTALLED OVER 6" BEDDING AND 9" SPALLS
NDOT CLASS C, 27" DEPTH
NEW RIPRAP
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LEGEND
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A
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WITH THE PROJECT SPECIFICATIONS.
WITH PAVEMENT OR RIPRAP SHALL BE TOPSOILED AND SEEDED IN ACCORDANCE
3) ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE SURFACED
SEE SPECIFICATION SECTION 32 91 18.00 12 FOR REQUIREMENTS.
SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION.
2) TURF REINFORCEMENT MAT SHALL HAVE 75-YEAR MINIMUM DESIGN LIFE AND
1) SEE CE500 SERIES SHEETS FOR SEDIMENT AND EROSION CONTROL DETAILS.
NOTES:
NDOT CLASS 1B
NEW EROSION CONTROL BLANKET
REINFORCED MAT (HPTRM)
NEW HIGH PERFORMANCE TURF
SILT FENCE
INSTALLED OVER 6" BEDDING AND 9" SPALLS
NDOT CLASS C, 27" DEPTH
NEW RIPRAP
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:49:19 PM 8/4/2020
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ON LIDAR AND ARE APPROXIMATE
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3) ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE SURFACED
SEE SPECIFICATION SECTION 32 91 18.00 12 FOR REQUIREMENTS.
SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION.
2) TURF REINFORCEMENT MAT SHALL HAVE 75-YEAR MINIMUM DESIGN LIFE AND
1) SEE CE500 SERIES SHEETS FOR SEDIMENT AND EROSION CONTROL DETAILS.
NOTES:
NDOT CLASS 1B
NEW EROSION CONTROL BLANKET
REINFORCED MAT (HPTRM)
NEW HIGH PERFORMANCE TURF
SILT FENCE
INSTALLED OVER 6" BEDDING AND 9" SPALLS
NDOT CLASS C, 27" DEPTH
NEW RIPRAP
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:51:05 PM 8/4/2020
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SEE SPECIFICATION SECTION 32 91 18.00 12 FOR REQUIREMENTS.
SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION.
2) TURF REINFORCEMENT MAT SHALL HAVE 75-YEAR MINIMUM DESIGN LIFE AND
1) SEE CE500 SERIES SHEETS FOR SEDIMENT AND EROSION CONTROL DETAILS.
NOTES:
NDOT CLASS 1B
NEW EROSION CONTROL BLANKET
REINFORCED MAT (HPTRM)
NEW HIGH PERFORMANCE TURF
SILT FENCE
INSTALLED OVER 6" BEDDING AND 9" SPALLS
NDOT CLASS C, 27" DEPTH
NEW RIPRAP
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:52:28 PM 8/4/2020
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1650 1650
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G
SHEET CE501
SEE SECTION DETAILS
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INSTALL AREA INLET PROTECTION
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SCALE: 1" = 20'
KEY PLAN
SCALE: 1" = 400'
MATCH LINE AREA 4
MATCH LINE AREA 6
LEGEND
14+00
15+00
16+00
17+00
C
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WITH THE PROJECT SPECIFICATIONS.
WITH PAVEMENT OR RIPRAP SHALL BE TOPSOILED AND SEEDED IN ACCORDANCE
3) ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE SURFACED
SEE SPECIFICATION SECTION 32 91 18.00 12 FOR REQUIREMENTS.
SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION.
2) TURF REINFORCEMENT MAT SHALL HAVE 75-YEAR MINIMUM DESIGN LIFE AND
1) SEE CE500 SERIES SHEETS FOR SEDIMENT AND EROSION CONTROL DETAILS.
NOTES:
NDOT CLASS 1B
NEW EROSION CONTROL BLANKET
REINFORCED MAT (HPTRM)
NEW HIGH PERFORMANCE TURF
SILT FENCE
INSTALLED OVER 6" BEDDING AND 9" SPALLS
NDOT CLASS C, 27" DEPTH
NEW RIPRAP
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:53:30 PM 8/4/2020
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IO
N C
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L A
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D
B
IR
K B
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W .C .D
A V
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P O
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B
IR
K B
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A N
S I
D
A M
E N
D G
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E R
A L R
E V
IS
IO
N S
A M
E N
D G
E N
E R
A L R
E V
IS
IO
N S
-0
-2
-0
-2
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
16401640
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1645 1645
16451645
164516451645
1645 1645
1650 1650
16501650
1650 1650 1650
16501650
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1655 1655
SHEET CE501
SEE SECTION DETAILS
SEE DETAIL SHEET CE505
INSTALL AREA INLET PROTECTION
SEE DETAIL SHEET CE505
INSTALL AREA INLET PROTECTION
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
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IZ
E
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IT
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D B
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D A
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N
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M
ID
D L E L
O G
A N C
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N E
B R
A S
K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
C B
C B
20' 40'0
SCALE: 1" = 20'
M A
T C
H L
IN
E A
R E
A
MATCH LINE AREA 7
KEY PLAN
SCALE: 1" = 400'
LEGEND
21+00
B
B
WITH THE PROJECT SPECIFICATIONS.
WITH PAVEMENT OR RIPRAP SHALL BE TOPSOILED AND SEEDED IN ACCORDANCE
3) ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE SURFACED
SEE SPECIFICATION SECTION 32 91 18.00 12 FOR REQUIREMENTS.
SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION.
2) TURF REINFORCEMENT MAT SHALL HAVE 75-YEAR MINIMUM DESIGN LIFE AND
1) SEE CE500 SERIES SHEETS FOR SEDIMENT AND EROSION CONTROL DETAILS.
NOTES:
NDOT CLASS 1B
NEW EROSION CONTROL BLANKET
REINFORCED MAT (HPTRM)
NEW HIGH PERFORMANCE TURF
SILT FENCE
INSTALLED OVER 6" BEDDING AND 9" SPALLS
NDOT CLASS C, 27" DEPTH
NEW RIPRAP
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:54:28 PM 8/4/2020
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C E .d g n
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IC
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ID
D L E L
O G
A N C
R E
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B R
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N E
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W F
B
F L
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C T P
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A V
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E A
S E
D
IM
E N
T A
N D E
R O
S
IO
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O N
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O L P
L A
N
CE106
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
W .C .D
A V
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P O
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D
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W .C .D
A V
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B
IR
K B
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A N
S I
D
A M
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D G
E N
E R
A L A
M E
N D
M E
N T S
A M
E N
D G
E N
E R
A L A
M E
N D
M E
N T S
-0
-2
-0
-2
4' ELECTRIC FENCE
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
16401640
1645 1645
1645 1645
16451645
164516451645
1645 1645
1650 1650
16501650
1650 1650 1650
16501650
1650 1650
1655 1655
FOLLOW MANUFACTURER'S RECOMMENDATION
PLACE HPTRM UNDER AGGREGATE OF RAMP
FOLLOW MANUFACTURER'S RECOMMENDATION
PLACE HPTRM UNDER AGGREGATE OF RAMP
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
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S
IZ
E
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B M
IT
T E
D B
Y
D A
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O
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D B
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D R
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IS
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B
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D
E
F
G
C
A P
IT
O L A
A H
A
N E
A
H A D
IS
T R
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U M
B E
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A M
N
D O
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H
N E
M
ID
D L E L
O G
A N C
R E
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N E
B R
A S
K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
KEY PLAN
SCALE: 1" = 400'
MATCH LINE AREA 6
MATCH LINE AREA 8
20' 40'0
SCALE: 1" = 20'
LEGEND
22+00
23+00
24+00
25+00
WITH THE PROJECT SPECIFICATIONS.
WITH PAVEMENT OR RIPRAP SHALL BE TOPSOILED AND SEEDED IN ACCORDANCE
3) ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE SURFACED
SEE SPECIFICATION SECTION 32 91 18.00 12 FOR REQUIREMENTS.
SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION.
2) TURF REINFORCEMENT MAT SHALL HAVE 75-YEAR MINIMUM DESIGN LIFE AND
1) SEE CE500 SERIES SHEETS FOR SEDIMENT AND EROSION CONTROL DETAILS.
NOTES:
NDOT CLASS 1B
NEW EROSION CONTROL BLANKET
REINFORCED MAT (HPTRM)
NEW HIGH PERFORMANCE TURF
SILT FENCE
INSTALLED OVER 6" BEDDING AND 9" SPALLS
NDOT CLASS C, 27" DEPTH
NEW RIPRAP
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:55:25 PM 8/4/2020
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A N C
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O L P
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N E
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W F
B
F L
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A G
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R O J E
C T P
H A
S E
W .C .D
A V
E N
P O
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A R
E A
S E
D
IM
E N
T A
N D E
R O
S
IO
N C
O N
T R
O L P
L A
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CE107
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
W .C .D
A V
E N
P O
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A R
E A
S E
D
IM
E N
T A
N D E
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S
IO
N C
O N
T R
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L A
N
CE107
D
B
IR
K B
Y
W .C .D
A V
E N
P O
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D
B
IR
K B
Y
A N
S I
D
A M
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D G
E N
E R
A L R
E V
IS
IO
N S
A M
E N
D G
E N
E R
A L R
E V
IS
IO
N S
-0
-2
-0
-2
164516
1645 1
16451645
1650 1650 1650
1650 1650
1655 1655
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
16401640
1645 1645
1645 1645
16451645
164516451645
1645 1645
1650 1650
16501650
1650 1650 1650
16501650
1650 1650
1655 1655
SEE DETAIL SHEET CE505
INSTALL AREA INLET PROTECTION
FOLLOW MANUFACTURER'S RECOMMENDATION
PLACE HPTRM UNDER AGGREGATE OF RAMP
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
C
A P
IT
O L A
A H
A
N E
A
H A D
IS
T R
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B E
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A M
N
D O
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N E
M
ID
D L E L
O G
A N C
R E
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N E
B R
A S
K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
CB
20' 40'0
SCALE: 1" = 20'
SCALE: 1" = 400'
KEY PLAN
MATCH LINE AREA 7
MATCH LINE AREA 10
M A
T C
H L
IN
E A
R E
A
LEGEND
26+
0+00
1+00
2+00
3+00
WITH THE PROJECT SPECIFICATIONS.
WITH PAVEMENT OR RIPRAP SHALL BE TOPSOILED AND SEEDED IN ACCORDANCE
3) ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE SURFACED
SEE SPECIFICATION SECTION 32 91 18.00 12 FOR REQUIREMENTS.
SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION.
2) TURF REINFORCEMENT MAT SHALL HAVE 75-YEAR MINIMUM DESIGN LIFE AND
1) SEE CE500 SERIES SHEETS FOR SEDIMENT AND EROSION CONTROL DETAILS.
NOTES:
NDOT CLASS 1B
NEW EROSION CONTROL BLANKET
REINFORCED MAT (HPTRM)
NEW HIGH PERFORMANCE TURF
SILT FENCE
INSTALLED OVER 6" BEDDING AND 9" SPALLS
NDOT CLASS C, 27" DEPTH
NEW RIPRAP
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:56:20 PM 8/4/2020
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ID
D L E L
O G
A N C
R E
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O L P
H
N E
J U
L Y
W F
B
F L
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D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
W .C .D
A V
E N
P O
R T
A R
E A
S E
D
IM
E N
T A
N D E
R O
S
IO
N C
O N
T R
O L P
L A
N
CE108
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
W .C .D
A V
E N
P O
R T
A R
E A
S E
D
IM
E N
T A
N D E
R O
S
IO
N C
O N
T R
O L P
L A
N
CE108
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
A N
S I
D
A M
E N
D G
E N
E R
A L R
E V
IS
IO
N S
A M
E N
D G
E N
E R
A L R
E V
IS
IO
N S
-0
-2
-0
-2
FB SIGN
G R
A V E L
G R
A V E L
6' CHAIN LINK FENCE
VERTICAL = NAVD 88
STATE PLANE NAD 83, NE 2600 ZONE
ELEVATION = 1652.51
EASTING = 2354815.53
NORTHING = 937301.23
PROJECT CONTROL POINT IH-17-32A
PATH
CONCRETE
LINE DROP ON POLE
16451645
1645 1645
1645 1645
16451645
1650 1650
16501650
1650 1650
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
16401640
1645 1645
1645 1645
16451645
164516451645
1645 1645
1650 1650
16501650
1650 1650 1650
16501650
1650 1650
1655 1655
E
S
CP
CPE
SHEET CE501
SEE SECTION DETAILS
SHEET CE501
SEE SECTION DETAILS
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
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E
B
C
D
E
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G
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A
N E
A
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N
D O
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N E
M
ID
D L E L
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R E
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K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
D
20' 40'0
SCALE: 1" = 20'
SCALE: 1" = 400'
KEY PLAN
M A
T C
H L
IN
E A
R E
A
LEGEND
A
A
B CB C
WITH THE PROJECT SPECIFICATIONS.
WITH PAVEMENT OR RIPRAP SHALL BE TOPSOILED AND SEEDED IN ACCORDANCE
3) ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE SURFACED
SEE SPECIFICATION SECTION 32 91 18.00 12 FOR REQUIREMENTS.
SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION.
2) TURF REINFORCEMENT MAT SHALL HAVE 75-YEAR MINIMUM DESIGN LIFE AND
1) SEE CE500 SERIES SHEETS FOR SEDIMENT AND EROSION CONTROL DETAILS.
NOTES:
NDOT CLASS 1B
NEW EROSION CONTROL BLANKET
REINFORCED MAT (HPTRM)
NEW HIGH PERFORMANCE TURF
SILT FENCE
INSTALLED OVER 6" BEDDING AND 9" SPALLS
NDOT CLASS C, 27" DEPTH
NEW RIPRAP
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:57:19 PM 8/4/2020
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B
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W .C .D
A V
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P O
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D
IM
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T A
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N C
O N
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CE109
D
B
IR
K B
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D
B
IR
K B
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W .C .D
A V
E N
P O
R T
W .C .D
A V
E N
P O
R T
A R
E A
S E
D
IM
E N
T A
N D E
R O
S
IO
N C
O N
T R
O L P
L A
N
CE109
D
B
IR
K B
Y
W .C .D
A V
E N
P O
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D
B
IR
K B
Y
A N
S I
D
J U
L Y
A M
E N
D G
E N
E R
A L R
E V
IS
IO
N S
A M
E N
D G
E N
E R
A L R
E V
IS
IO
N S
-0
-2
-0
-2
LINE DROP
GRAVEL
S H
O L E S R
O A
D
SILTED FULL)
(NORTH END BURIED, THIS END
TOP 24" CMP PIPE ELEV = 1651.37
SILTED FULL)
(NORTH END BURIED, THIS END
TOP 24" CMP PIPE ELEV = 1651.37
FUEL POINT
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
16401640
1645 1645
1645 1645
16451645
164516451645
1645 1645
1650 1650
16501650
1650 1650 1650
16501650
1650 1650
1655 1655
C
F
SEE DETAIL SHEET CE502
BURIED ROCK NOT SHOWN
ROCK RIFFLE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
C
A P
IT
O L A
A H
A
N E
A
H A D
IS
T R
E N
U M
B E
E N
A M
N
D O
L P
H
N E
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
20' 40'0
SCALE: 1" = 20'
SCALE: 1" = 400'
KEY PLAN
MATCH LINE AREA 8
LEGEND
3+00
4+00
5+00
WITH THE PROJECT SPECIFICATIONS.
WITH PAVEMENT OR RIPRAP SHALL BE TOPSOILED AND SEEDED IN ACCORDANCE
3) ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE SURFACED
SEE SPECIFICATION SECTION 32 91 18.00 12 FOR REQUIREMENTS.
SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION.
2) TURF REINFORCEMENT MAT SHALL HAVE 75-YEAR MINIMUM DESIGN LIFE AND
1) SEE CE500 SERIES SHEETS FOR SEDIMENT AND EROSION CONTROL DETAILS.
NOTES:
NDOT CLASS 1B
NEW EROSION CONTROL BLANKET
REINFORCED MAT (HPTRM)
NEW HIGH PERFORMANCE TURF
SILT FENCE
INSTALLED OVER 6" BEDDING AND 9" SPALLS
NDOT CLASS C, 27" DEPTH
NEW RIPRAP
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:58:19 PM 8/4/2020
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D L E L
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B
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W .C .D
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D
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D
B
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K B
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D
B
IR
K B
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W .C .D
A V
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W .C .D
A V
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N C
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CE110
D
B
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W .C .D
A V
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TEXT SIZE = 4"
SCALE FACTOR = 32
0 2' 4'1'
TYPICAL AT ABUTMENTS NO. 1 AND NO. 2
NOT TO SCALE
ELEVATION OF ABUTMENT
BEARING PILE
SECTION A-A
NOT TO SCALE
NOT TO SCALE
ELEVATION OF WINGWALL
ELEV. 1649.40 (ABUTMENT NO. 2)
ELEV. 1648.90 (ABUTMENT NO. 1)
BEARING PILE
10'-0" MIN.
NOT TO SCALE
SHEET PILE WINGWALLS
DETAIL AT TOP OF
ASTM D226 TYPE 2 (#30)
ASPHALT SATURATED ORGANIC FELT
SEE SHEET CS503
GUARDRAIL POST,
FACE OF SHEET PILE
A
A
2 - A405, TYP.
4 - A405, TYP.
A404, TYP.
5 - A801 2 - A504
2 - A602 @ 12" O.C.
SECTION B-B
0 2' 4'1'
SECTION C-C
B
C C
B
A501, TYP.
34 - A501 (7 BETWEEN PILES, 3 OUTSIDE EXTERIOR PILES)
3 - A504
28 - A502 (MATCH 7 - A501 BETWEEN PILES)
A403, TYP.
A801
A801
A504
A501
A504
A502
2 - A503 A503
SEE SHEET CP105
CONCRETE PAVEMENT,
A404
BEARING PILE, TYP.
A602A602
3 - A4033 - A403
5'-0" LONG
A405
1. SEE SHEET S-113 FOR PAINTING OF SHEET PILE.
NOTES:
3 - A801
(3 - A801 BOTTOM NOT SHOWN)
5 - A801 TOP
3'-0" MAX.
cl
OF SHEET PILE WINGWALL, TYP.
2 WEEP HOLES IN ADJACENT FLANGES
NOT TO SCALE
WEEP HOLE DETAIL
CENTERED OVER EACH HOLE.
GALVANIZED WIRE MESH
1'-0" X 1'-0" SECTION OF
FLANGE OF SHEET PILE
ELEV. VARIES
SPALLS BEDDING
RIPRAP
PILE FOR DRAINAGE.
FIELD DRILL 1" HOLE IN SHEET
OVER GALVANIZED WIRE MESH.
AASHTO M282 PLACED
RIPRAP FILTER FABRIC
1'-6" X 1'-6" SECTION OF
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T P
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H A
S E
BRIDGE FLOOR
152'-0"
APPROACH SLAB NO. 2
20'-0"
SLEEPER SLAB NO. 2
6'-6"
(TYP.)
(T Y
P
45° (TYP.)
NOT TO SCALE
SECTION A-A
NOT TO SCALE
MIN.
3/16"JOINT SEALANT
/2
/2
C L
N801
N502
3"
APPROACH SECTION = 20'-0"
END OF BRIDGE FLOOR
N501 (TOP & BOTTOM)
LC
APPROACH SLAB NO. 1
20'-0"
N401
N402
NOT TO SCALE
N690N692
A602
PLAN OF APPROACH SLABS SHOWING DIMENSIONS
LONGITUDINAL SECTION - APPROACH SLAB NO. 1
MIN.
3/16" JOINT SEALANT
/2
/2
C L
N801
N502
3"
END OF BRIDGE FLOOR
N501 (TOP & BOTTOM)
NOT TO SCALE
A602
A
A
BRIDGE FLOOR
152'-0"
APPROACH SLAB NO. 2
20'-0"
SLEEPER SLAB NO. 2
N
O .C (B
O T
T O
M
N501 @ 12" CTRS.
(TOP)
N501 @ 8" CTRS.
(BOTTOM)
NOT TO SCALE
LC
LC
APPROACH SLAB NO. 1
20'-0"
& BOTTOM
2-N402 TOP
PLAN OF APPROACH SLABS SHOWING REINFORCEMENT
N
O .C (T
O P
N
O .C (B
O T
T O
M
N501 @ 12" CTRS.
(TOP)
N501 @ 8" CTRS.
(BOTTOM)
& BOTTOM
2-N402 TOP
& BOTTOM
2-N402 TOP
& BOTTOM
2-N402 TOP
(T Y
P
EQ SP.
7-N401
EQ SP.
7-N401
TYP.
S
L O
P
S
L O
S
L O
S
L O
EQ SP.
7-N401
EQ SP.
7-N401
N
N
SLAB NO. 1
SLEEPER
LC
SLAB NO. 1
SLEEPER
END PAVING SECTION
PAVING SECTION 20'-0"
LONGITUDINAL SECTION - APPROACH SLAB NO. 2 AND PAVING SECTION
N
O .C (T
O P
S
L O
S
L O
C L
PAVING SECTION = 20'-0"APPROACH SLAB = 20'-0"
C L
LC
/2
C L
C L
SLEEPER SLAB NO. 2
NOTE 3
NOTE 3
PAVING SECTION 20'-0"
END PAVING SECTION
N503 @ 12" CTRS.
(TOP)
N503 @ 12" CTRS.
(BOTTOM)
N503 (TOP & BOTTOM)
END OF PAVING SECTION
LC SLEEPER SLAB NO. 1
SEE CIVIL SHEETS
GRAVEL SURFACING,
1'-10 1/2"
1'-10 1/2"
BOTTOM
2 - N901 @3" O.C.
BOTTOM
2 - N901 @3" O.C.
BOTTOM
2 - N901 @3" O.C.
BOTTOM
2 - N901 @3" O.C.
N
O .C (B
O T
T O
M
N
O .C (T
O P
2'-6" 2'-6"
LC SLEEPER SLAB NO. 2
LC SLEEPER SLAB NO. 1
2'-6" 2'-6"
SEE CIVIL SHEETS
6" INTEGRAL CURB
SEE CIVIL SHEETS
6" INTEGRAL CURB
NOT TO SCALE
PLAN OF SLEEPER SLAB NO. 1 AND NO. 2
LC
2'-6" 2'-6"
N
O .C (T
O P
LC ROADWAY
LC
SEE SHEET S109 FOR CROWN TEMPLATE.
AT TOP OF APPROACH SLABS AND PAVING SECTION.
ROADWAY, SEE SHEET S102 FOR ELEVATIONS
N
O .C (T
O P B
O T
T O
M
NX802 @ 12" O.C. (TOP & BOTTOM0
SLEEPER SLAB
JOINT MATERIAL, SEE CIVIL SHEETS
JOINT WITH 1-INCH EXPANSION
DOWELLED PAVEMENT
JOINT FILLER
EXPANSION
1" PREFORMED
@12" O.C.
N640
GRANULAR BACKFILL AS SHOWN ON SHEET S-113 PRIOR TO POURING THE CONCRETE SLAB.
SLAB SIDE OF THE SLEEPER SLAB. PLACE 3"x6" POLYSTYRENE ON TOP OF THE
3. PLACE TWO LAYERS OF S85 MODIFIED ASPHALT BASE SHEET ON THE APPROACH
OF BRIDGE SLAB AND APPROACH SLABS.
2. SEE SPECIFICATION SECTION 03 40 00 "CONCRETE BRIDGE FLOORS" FOR TINING
OF RAIL REINFORCEMENT.
1. CONCRETE RAIL WIDTH = 1'-2". SEE SHEETS S-115 AND S-116 FOR PLACEMENT
APPROACH SLAB NOTES:
N504
N601
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| RD01S-114 |
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