T202466302 Cross Sections.pdf
PDF 2 MB Posted
- Attached to
- ADAMS STREET PATHWAY PHASE II
- Solicitation number
- T202466302
- Issued by
- Delaware
About this file
This file contains Cross Sections technical documentation related to the Adams Street Pathway Phase II project in Delaware. The document provides detailed engineering cross-section drawings and specifications for the pathway construction project. The cross sections illustrate the roadway design parameters, including lane widths, pavement layers, shoulder configurations, and drainage provisions necessary for the pathway implementation. These technical drawings serve as reference materials for bidders to understand the physical design requirements and construction specifications for the Adams Street Pathway Phase II project, enabling accurate cost estimation and project execution planning.
The cross-section drawings represent essential bid documents that establish the geometric and structural standards contractors must follow during construction. The specifications detailed in the cross sections ensure consistency with the project's overall design intent and engineering standards. Bidders should use these cross sections in conjunction with other project documents, including the Scope of Work and Project Description, to develop comprehensive bids. The cross sections facilitate precise material quantity calculations, equipment specifications, and construction methodology planning required for accurate project pricing and timeline development.
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UNITS
U.S. CUSTOMARY
CROSS SECTIONS FOR:
CONTRACT NUMBER:
FEDERAL AID PROJECT NUMBER:
COUNTY: M.R. #:
DEPARTMENT OF TRANSPORTATION
THE STATE OF DELAWARE
T202466302
NEW CASTLE N505
PHASE II
ADAMS STREET PATHWAY
TBD
SECTIONS
CROSS
DIGITAL ACCESSIBILITY NOTICE
The Delaware Department of Transportation (DelDOT) is committed to ensuring that its digital services, content, and documents are accessible to all users and is actively working to comply with applicable federal and state accessibility requirements. DelDOT continues to make improvements over time, with current efforts focused on programs, applications, content, and documents that are actively in use and available to the public.
Due to the nature and complexity of certain materials, including construction plans, technical drawings, historical documents, maps, and other graphic-intensive files, some documents may not currently be fully digitally accessible or compliant with current accessibility standards. In some cases, these documents are provided for historical, reference, informational, or procurement purposes only.
If you require an accessible version of a document or need assistance accessing any content, please contact DelDOT at (302) 760-2031 or DOT-ask@delaware.gov and reasonable efforts will be made to provide the information in an accessible format upon request. DelDOT appreciates your patience and understanding as accessibility improvements continue to be implemented.
mailto:DOT.ask@delaware.gov
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72" RCP
EX. WATER
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EX. GAS
8" STEEL
EX. SEWER
72" RCP
@ 6:1
2.0'
2.00%
3.0' @ @ 2:1
1.8'
L O
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OFFSET (FT.)
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4.7
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2.00%
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EX. COMMS
2"
EX. GAS
8" STEEL
EX. SEWER
72" RCP
EX. SEWER
12" RCP
@ 6:1
2.0' L
O C
OFFSET (FT.)
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STA. 113+50.00
2.0:1
4.7
1.49%
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2.00%
' @8.0
E X
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L O
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EX. COMMS
2"
EX. GAS
8" STEEL
@ 6:1
2.0'
CONTRACT
T202466302
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.
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PHASE II
ADAMS STREET PATHWAY
N/A
J.IORIO
B.DOUGHERTY
JMT
CROSS SECTIONS
SCALE
FEET
5 10 15
0T
E
E
F
E
L
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S
L
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OFFSET (FT.)
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20 20
25 25
30 30
35 35
STA. 114+00.00
1.50%
' @10.0
2.00%
' @8.1
E X
R W
L O
C
L O
C
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.7
-1
.5
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F F
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.9
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-3 .6
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F
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.6
-3 .1
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EX. COMMS
2"
EX. GAS
8" STEEL
EX. SEWER
12" RCP
@ 6:1
2.0'
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
25 25
30 30
35 35
STA. 114+50.00
1.50%
' @10.0
2.00%
' @8.0
E X
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L O
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L O
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.7
-1
.4
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F F
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.9
-2 .4
O F
F
E L
.0
-3 .4
O F
F
EX. COMMS
2"
EX. GAS
8" STEEL
OFFSET (FT.)
E L
E V
A T
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N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
25 25
30 30
35 35
40 40
STA. 115+00.00
1.50%
' @10.0
2.00%
' @8.0
E X
R W
L O
C
L O
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-1
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-2
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.5
-3 .4
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F
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.9
-3
.6
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F F
EX. COMMS
2"
EX. GAS
8" STEEL
EX. SEWER
12" RCP
OFFSET (FT.)
E L
E V
A T
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N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
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STA. 115+50.00
L O
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-2
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.9
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F
EX. COMMS
Utility Link.Description
EX. GAS
8" STEEL
1.00%
10.0' @
0.33%
6.0' @ 3.90%
14.6' @
OFFSET (FT.)
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30 30
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40 40
STA. 116+00.00
E X
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L O
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.3
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.8
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.9
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-2
.6
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.4
-1
.6
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EX. COMMS
2"
EX. GAS
8" STEEL
@ 6:1
2.0'
1.52%
8.0' @
CONTRACT
T202466302
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.
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/d e ld o t-p w
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/X S
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M T
JM
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:1
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-2
PHASE II
ADAMS STREET PATHWAY
N/A
J.IORIO
B.DOUGHERTY
JMT
CROSS SECTIONS
SCALE
FEET
5 10 15
0T
E
E
F
E
L
A
C
S
L
A
C
I
T
R
E
V
X
R W
L O
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OFFSET (FT.)
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30 30
35 35
40 40
45 45
STA. 116+50.00
1.50%
' @8.0
L O
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.3
-1
.1
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.1
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.5
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-2
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EX. COMMS
2"
EX. GAS
8" STEEL
L O
C E
X R
W L
O C
OFFSET (FT.)
E L
E V
A T
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N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
35 35
40 40
45 45
STA. 117+00.00
1.50%
' @8.0
L O
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.7
-1 .1
O F
F
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-1 .1
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EX. COMMS
2"
EX. GAS
8" STEEL
@ 6:1
1.7'
OFFSET (FT.)
E L
E V
A T
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N
F
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35 35
40 40
45 45
STA. 117+50.00
1.50%
' @8.0
E X
R W
L O
CL
O
C
E L
.7
-1 .1
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F
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.7
-1 .1
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F
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.8
-2
.1
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F F
E L
.0
-2
.3
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F F
EX. COMMS
2"
EX. GAS
8" STEEL
@ 6:1
1.1'
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
35 35
40 40
45 45
50 50
STA. 118+00.00
2.62%
' @9.9
-2.59%
' @11.0
-2.23%
' @9.3
L O
CL
O
C
E L
.2
.0
O
F F
E L
.5
.9
O F
F
E L
.9
.0
O
F F
E L
.7
.2
O F
F . E L
.5
.9
O F
F . E
L
.6
-5 .0
O F
F
E L
.4
.6
O
F F
E L
.7
.2
O F
F
EX. COMMS
2"
EX. COMMS
2"
EX. GAS
STEEL8"
EX. WATER
D.I.12"
EX. WATER
12" D.I.
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
35 35
40 40
45 45
50 50
STA. 118+50.00
1.49%
' @10.6
-2.53%
' @11.0
-2.65%
' @9.0
L O
C
L O
C
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.6
.0
O
F F
E L
.8
-1
.6
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F F
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.4
.0
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F F
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.1
.0
O F
F . E L
.8
-1
.6
O
F F
. E L
.7
-5
.3
O
F F
E L
.7
.3
O
F F
. E L
.1
.0
O F
F
EX. COMMS
2"
EX. COMMS
2"
EX. GAS
STEEL8"
EX. GAS
STEEL6"
EX. GAS
STEEL1"
EX. SEWER
PVC10"
EX. WATER
D.I.12"
EX. WATER
D.I.12"
CONTRACT
T202466302
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.
p w
/d e ld o t-p w
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PHASE II
ADAMS STREET PATHWAY
N/A
J.IORIO
B.DOUGHERTY
JMT
CROSS SECTIONS
0T
E
E
F
E
L
A
C
S
L
A
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I
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V
SCALE
FEET
5 10 15
L
.2
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-2
.6
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R W
L O
C
12" RCP
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
35 35
40 40
45 45
50 50
55 55
STA. 119+00.00
1.50%
' @8.3
0.20%
' @11.0
-1.46%
' @11.0
-2.41%
' @5.9
E X
R W
L O
C
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.2
-2 .6
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F
E L
.0
-1 .3
O F
F
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.3
-2 .1
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F
E L
.1
.7
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F F
. E L
.2
.9
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F
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.5
.0
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F
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.5
-1
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F F
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.5
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O F
F
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.3
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F F
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.2
.9
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F
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.6
.7
O F
F
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.6
.4
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F F
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.5
.8
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EX. COMMS
2"
EX. GAS
8" STEEL
EX. GAS
6" STEEL
EX. SEWER
10" PVC
EX. WATER
12" D.I.
1.19% 1.7' @
-0.36%
1.7' @
E X
R W
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
40 40
45 45
50 50
55 55
STA. 119+50.00
1.50%
' @11.3
0.10%
' @11.0
-1.45%
' @11.0
-1.92%
' @10.3
E X
R W
L O
C
L O
C
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.6
-2
.7
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F F
E L
.5
-1 .4
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F . E L
.0
-2 .7
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F
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.0
-2
.8
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F F
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.0
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.0
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F
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.0
-1 .0
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F
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.8
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.6
.3
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EX. GAS
8" STEEL
EX. GAS
STEELUtility Link.Description
EX. SEWER
10" PVC
@ 6:1
2.0'
E X
R W
EX. WATER
12" D.I.
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
40 40
45 45
50 50
55 55
STA. 120+00.00
6.0:1
' @8.5
1.50%
' @11.5
-0.09%
' @11.0
-1.03%
' @11.0
-1.54%
' @10.4
E X
R W
L O
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L O
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.6
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F
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.4
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F
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.4
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.0
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F F
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.4
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O F
F
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.3
.0
O
F F
. E L
.1
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F
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.3
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F F
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.2
.1
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F F
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.1
.2
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F
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.3
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EX. GAS
8" STEEL
EX. GAS
STEEL6"
1.25%
4.0' @ 10.74% 8.1' @
EX. WATER
12" D.I.
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
40 40
45 45
50 50
55 55
STA. 120+50.00
4.0:1
7.0
1.50%
' @11.5
0.13%
' @11.0
-1.28%
' @11.0
-2.57%
' @10.2
E X
R W
E X
R W
L O
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L O
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.6
-2 .9
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F
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.4
-1 .4
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F
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.9
-3
.8
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F F
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.1
-2
.8
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F F
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.8
.0
O F
F
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.8
-1 .9
O F
F
E L
.8
-1 .0
O F
F
E L
.7
.0
O
F F
E L
.4
.2
O
F F
EX. GAS
STEEL8"
EX. GAS
STEEL6"
CONTRACT
T202466302
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.
p w
/d e ld o t-p w
.b e n tl e y .c o m
:d e ld o t-p w
-0 /D o c u m e n ts
/0 A c ti v e P ro je c ts
/D e lD
O T
C a p it a l_
P ro je c ts
/T
JM
T /4
C
A D
D /4
R
O A
D /4
C
IV
IL
M
O D
E L
/X S
R
D C
M T
JM
T
:1
-J
U N
-2
PHASE II
ADAMS STREET PATHWAY
N/A
J.IORIO
B.DOUGHERTY
JMT
CROSS SECTIONS
SCALE
FEET
5 10 15
0T
E
E
F
E
L
A
C
S
L
A
C
I
T
R
E
V
X
R W
EX. WATER
12" D.I.
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
40 40
45 45
50 50
55 55
60 60
STA. 121+00.00
9.70%
' @5.9
1.50%
' @11.4
0.68%
' @11.0
-1.52%
' @11.0
E X
R W
L O
C
L O
C
E L
.8
-2 .9
O F
F
E L
.6
-1 .5
O F
F
E L
.3
-3
.7
O
F F
E L
.8
-2
.8
O
F F
E L
.8
.0
O
F F
E L
.8
.0
O
F F
E L
.0
.0
O F
F
E L
.1
-1
.0
O
F F
E L
.1
-1 .0
O F
F
E L
.8
.0
O
F F
E L
.8
.0
O
F F
E L
.3
.6
O F
F
E L
.4
.0
O F
F
E L
.1
.7
O F
F
EX. GAS
8" STEEL
EX. GAS
STEEL6"
2.00%
7.9' @ 0.65%
12.4' @
EX. WATER
12" D.I.
EX. WATER
12" D.I.
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
40 40
45 45
50 50
55 55
60 60
STA. 121+50.00
6.0:1
' @3.9
1.50%
' @11.3
-0.19%
' @11.0
-1.34%
' @11.0
L O
C
L O
C
E L
.8
-2
.9
O
F F
E L
.6
-1
.6
O
F F
E L
.5
-2 .8
O F
F
E L
.8
-2
.9
O
F F
E L
.0
.3
O
F F
E L
.0
.0
O
F F
E L
.2
.0
O F
F
E L
.1
-1 .9
O F
F
E L
.1
-1 .0
O F
F
E L
.0
.0
O
F F
E L
.0
.0
O
F F
E L
.9
.6
O F
F
E L
.8
.7
O
F F
E L
.0
.5
O F
F
E L
.3
.8
O
F F
E L
.3
.3
O
F F
EX. GAS
8" STEEL
EX. GAS
STEEL6"
0.13%
7.4' @
-7.85%
7.4' @
E L
.3
O F
F .4
-1.47%
6.1' @
E L
.2
O F
F .9
-5.78%
10.2' @
E L
.2
O F
F
.1
-1.79%
2.2' @
-7.63%
2.4' @
EX. WATER
12" D.I.
EX. WATER
12" D.I.
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
50 50
55 55
60 60
65 65
STA. 122+00.00
6.0:1
' @4.9
1.50%
' @11.2
0.15%
' @11.0
-1.72%
' @11.0
-3.10%
' @10.2
E X
R W
E X
R
WL
O
C
L O
C
E L
.6
-2 .0
O F
F
E L
.5
-1
.8
O
F F
E L
.0
-3
.9
O
F F
E L
.1
-2 .0
O F
F
E L
.0
.0
O F
F
E L
.0
-1 .1
O F
F
E L
.0
-1 .0
O F
F
E L
.8
.0
O
F F
E L
.5
.2
O F
F
EX. GAS
STEEL8"
EX. GAS
STEEL6"
EX. WATER
12" D.I.
EX. WATER
12" D.I.
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
55 55
60 60
65 65
70 70
75 75
STA. 122+50.00
2.0:1
6.7
1.50%
' @11.4
0.46%
' @11.0
-1.00%
' @11.0
-2.73%
' @9.9
E X
R W
E X
R W
L O
C
L O
C
E L
.0
-2 .2
O F
F
E L
.9
-1 .8
O F
F
E L
.4
-2
.2
O
F F
E L
.7
-3 .9
O F
F
E L
.3
.0
O F
F
E L
.4
-1 .1
O F
F
E L
.4
-1 .0
O F
F
E L
.2
.0
O
F F
E L
.0
.9
O
F F
EX. GAS
STEEL8"
EX. GAS
STEEL6"
@ 6:1
2.0'
CONTRACT
T202466302
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.
p w
/d e ld o t-p w
.b e n tl e y .c o m
:d e ld o t-p w
-0 /D o c u m e n ts
/0 A c ti v e P ro je c ts
/D e lD
O T
C a p it a l_
P ro je c ts
/T
JM
T /4
C
A D
D /4
R
O A
D /4
C
IV
IL
M
O D
E L
/X S
R
D C
M T
JM
T
:1
-J
U N
-2
PHASE II
ADAMS STREET PATHWAY
N/A
J.IORIO
B.DOUGHERTY
JMT
CROSS SECTIONS
0T
E
E
F
E
L
A
C
S
L
A
C
I
T
R
E
V
SCALE
FEET
EX. WATER
12" D.I.
EX. WATER
12" D.I.
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
60 60
65 65
70 70
75 75
80 80
STA. 123+00.00
1.50%
' @11.7
1.00%
' @11.0
-1.59%
' @11.0
-2.83%
' @9.9
E X
R W
E X
R
WL
O C
L O
C
E L
.1
-2
.3
O
F F
E L
.9
-1
.7
O
F F
E L
.4
-2
.3
O
F F
E L
.8
-3
.2
O
F F
E L
.4
.0
O F
F
E L
.5
-1
.0
O
F F
E L
.5
-1 .0
O F
F
E L
.2
.0
O
F F
E L
.9
.9
O F
F
EX. GAS
STEEL8"
EX. GAS
STEEL6"
@ 6:1
2.0' @ 2:1
2.9'
6:1
3.3' @
EX. WATER
12" D.I.
EX. WATER
12" D.I.
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
65 65
70 70
75 75
80 80
85 85
STA. 123+50.00
1.50%
' @12.3
3.57%
' @11.0
-3.34%
' @11.0
-4.01%
' @9.8
E X
R W
E X
R W
L O
C
L O
C
E L
.8
-2 .5
O F
F
E L
.6
-1
.2
O
F F
E L
.5
.0
O F
F
E L
.0
-1 .5
O F
F
E L
.9
-1 .0
O F
F
E L
.2
.0
O F
F
E L
.8
.8
O
F F
EX. GAS
STEEL8"
EX. GAS
STEEL6"
CONTRACT
T202466302
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.
p w
/d e ld o t-p w
.b e n tl e y .c o m
:d e ld o t-p w
-0 /D o c u m e n ts
/0 A c ti v e P ro je c ts
/D e lD
O T
C a p it a l_
P ro je c ts
/T
JM
T /4
C
A D
D /4
R
O A
D /4
C
IV
IL
M
O D
E L
/X S
R
D C
M T
JM
T
:1
-J
U N
-2
PHASE II
ADAMS STREET PATHWAY
N/A
J.IORIO
B.DOUGHERTY
JMT
CROSS SECTIONS
0T
E
E
F
E
L
A
C
S
L
A
C
I
T
R
E
V
SCALE
FEET
-2.63%
12.0' @
L O
C
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
20 20
25 25
30 30
STA. 303+00.00
1.42%
' @10.2
-3.54%
' @12.0
-3.31%
' @12.0 1.66%
' @16.1 -0.07%
' @10.1
E X
R W
E X
R W
L O
C
E L
.8
.9
O F
F
E L
.0
.1
O F
F
E L
.0
.0
O
F F
E L
.4
.1
O
F F
E L
.0
.4
O
F F
E L
.3
.1
O F
F
E L
.4
.1
O
F F
. E L
.2
.0
O F
F
E L
.7
-1
.2
O
F F
E L
.5
.0
O F
F
E L
.8
.0
O
F F
EX. GAS
HDPE4"
EX. GAS
STEEL4"
EX. WATER
D.I.8"
EX. WATER
16" D.I.
-2.13%
12.0' @
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
20 20
25 25
30 30
35 35
40 40
STA. 303+50.00
1.29%
' @10.2
-3.05%
' @12.0
-2.34%
' @12.0 1.50%
' @11.2
2.1 :1
14.
E X
R W
L O
C
L O
C
E L
.5
.5
O F
F
E L
.7
.1
O F
F
E L
.5
.0
O
F F
E L
.0
.2
O F
F
E L
.9
.7
O F
F
E L
.6
.0
O F
F
E L
.0
-1
.2
O
F F
E L
.9
.0
O F
F
E L
.9
.0
O F
F
E L
.3
.9
O
F F
E L
.0
.0
O
F F
EX. SEWER
RCP12"
@ 6:1 2.0'
3.67% 2.5' @
E X
R W
EX. WATER
16" D.I.
-3.10%
12.0' @
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
25 25
30 30
35 35
STA. 304+00.00
1.90%
' @8.8
-1.86%
' @12.0
-3.00%
' @12.0 1.50%
' @10.0
E X
R W
L O
C
L O
C
E L
.9
.6
O
F F
E L
.1
.5
O F
F
E L
.9
.5
O F
F . E L
.4
.5
O F
F
E L
.2
.2
O F
F
E L
.9
.0
O F
F
E L
.4
-1
.8
O
F F
E L
.3
.0
O F
F
E L
.2
.9
O F
F
E L
.7
.9
O F
F
E L
.3
.0
O
F F
2.00% 2.0' @
@ 6:1 2.0' @ 2
:1 3.6
-1.47
12.0' @
EX. WATER
16" D.I.
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
25 25
30 30
35 35
STA. 304+50.00
0.85%
' @10.2
-2.46%
' @12.0
-2.32%
' @12.0 1.50%
' @10.0
E X
R W
L O
CL
O
C
E L
.0
.5
O F
F
E L
.1
.5
O F
F
E L
.0
.5
O
F F
E L
.3
.7
O F
F
E L
.1
.0
O F
F
E L
.3
-1 .2
O F
F
E L
.2
.0
O F
F
E L
.4
.9
O F
F . E L
.8
.9
O F
F
E L
.5
.0
O F
F
@ 6:1 1.2'
2.00%
2.0' @
CONTRACT
T202466302
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.
p w
/d e ld o t-p w
.b e n tl e y .c o m
:d e ld o t-p w
-0 /D o c u m e n ts
/0 A c ti v e P ro je c ts
/D e lD
O T
C a p it a l_
P ro je c ts
/T
JM
T /4
C
A D
D /4
R
O A
D /4
C
IV
IL
M
O D
E L
/X S
R
D C
M T
JM
T
:1
-J
U N
-2
PHASE II
ADAMS STREET PATHWAY
N/A
J.IORIO
B.DOUGHERTY
JMT
CROSS SECTIONS
SCALE
FEET
5 10 15
0T
E
E
F
E
L
A
C
S
L
A
C
I
T
R
E
V
-2.70%
EX. WATER
16" D.I.
E X
R W
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
20 20
25 25
30 30
35 35
STA. 305+00.00
1.90%
' @10.3
-3.32%
' @12.0
-2.98%
' @12.0 1.50%
' @10.0 L O
C
L O
C
E L
.6
.5
O
F F
E L
.7
.7
O F
F
E L
.6
.7
O F
F
E L
.7
.2
O F
F
E L
.8
.0
O F
F
E L
.4
-1 .3
O F
F
E L
.2
.0
O F
F
E L
.0
.0
O F
F
E L
.4
.9
O F
F
E L
.1
.0
O F
F
EX. GAS
4" HDPE
EX. GAS
2" HDPE
EX. SEWER
12" RCP
CONTRACT
T202466302
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.
p w
/d e ld o t-p w
.b e n tl e y .c o m
:d e ld o t-p w
-0 /D o c u m e n ts
/0 A c ti v e P ro je c ts
/D e lD
O T
C a p it a l_
P ro je c ts
/T
JM
T /4
C
A D
D /4
R
O A
D /4
C
IV
IL
M
O D
E L
/X S
R
D C
M T
JM
T
:1
-J
U N
-2
PHASE II
ADAMS STREET PATHWAY
N/A
J.IORIO
B.DOUGHERTY
JMT
CROSS SECTIONS
0T
E
E
F
E
L
A
C
S
L
A
C
I
T
R
E
V
SCALE
L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
25 25
30 30
35 35
STA. 400+50.00
0.55%
' @9.0
1.71%
' @10.0
-0.76%
' @8.9
E X
R W
E X
R
WL
O C
E L
.8
-2
.9
O
F F
E L
.8
-1 .9
O F
F
E L
.5
.9
O
F F
E L
.5
.9
O F
F
E L
.3
-4 .3
O F
F
E L
.5
.8
O F
F
E L
.6
.0
O
F F
E L
.5
.9
O F
F
E L
.8
-9 .9
O F
F
E L
.0
-2 .7
O F
F
E L
.3
-3 .7
O F
F
E L
.5
-4
.2
O
F F
. E L
.4
-4
.3
O
F F
E L
.5
-4
.2
O
F F
EX. COMMS
3"
EX. WATER
D.I.16"
3.00%
10.0' @0.78%
3.9' @
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
20 20
25 25
30 30
35 35
STA. 401+00.00
1.50%
' @10.0
-0.62%
' @11.0
1.00%
' @10.0
-1.38%
' @9.1
E X
R W
E X
R W
L O
CL
O
C
E L
.4
-2
.7
O
F F
E L
.6
-3 .7
O F
F
E L
.4
-2 .7
O F
F . E
L
.5
-3
.8
O
F F
E L
.9
.0
O
F F
E L
.8
.1
O F
F
E L
.0
.9
O
F F
E L
.9
-2 .0
O F
F
EX. SEWER
PVC10"
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
15 15
20 20
25 25
30 30
STA. 401+50.00
7.6:1
' @5.2
1.50%
' @10.0
-0.68%
' @11.1
0.98%
' @10.0
-2.07%
' @10.0
E X
R
WE
X R
W
L O
C
L O
C
E L
.0
-2
.7
O
F F
E L
.2
-3
.6
O
F F
E L
.0
-2
.6
O
F F
E L
.2
-3
.6
O
F F
. E L
.9
-3 .9
O F
F
E L
.4
.0
O
F F
E L
.2
.0
O
F F
E L
.5
-9 .9
O F
F
E L
.5
-2
.0
O
F F
EX. SEWER
PVC10"
2.00%
3.0' @
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
15 15
20 20
25 25
30 30
STA. 402+00.00
1.50%
' @10.0
E X
R
WE
X
R W
L O
C
L O
C
E L
.5
-2
.6
O
F F
. E L
.7
-3
.6
O
F F
E L
.6
-2
.6
O
F F
. E L
.0
-3 .6
O F
F . E
L .1
-3
.8
O
F F
EX. SEWER
10" PVC
2.00%
3.0' @ @ 6:1
2.0'
CONTRACT
T202466302
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.
p w
/d e ld o t-p w
.b e n tl e y .c o m
:d e ld o t-p w
-0 /D o c u m e n ts
/0 A c ti v e P ro je c ts
/D e lD
O T
C a p it a l_
P ro je c ts
/T
JM
T /4
C
A D
D /4
R
O A
D /4
C
IV
IL
M
O D
E L
/X S
R
D C
M T
JM
T
:1
-J
U N
-2
PHASE II
ADAMS STREET PATHWAY
N/A
J.IORIO
B.DOUGHERTY
JMT
CROSS SECTIONS
SCALE
FEET
5 10 15
0T
E
E
F
E
L
A
C
S
L
A
C
I
T
R
E
V
L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
15 15
20 20
25 25
30 30
STA. 402+50.00
1.50%
' @10.0
E X
R
WE
X R
W
L O
C
L O
C
E L
.0
-2
.6
O
F F
. E L
.2
.3
O F
F
E L
.1
.3
O F
F . E
L
.5
-3 .3
O F
F . E
L
.7
-3 .6
O F
F
2.00%
1.7' @ @ 6:1
2.0'
2.00%
10.7' @
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
10 10
15 15
20 20
25 25
STA. 403+00.00
E X
R
WE
X R
W
L O
C
L O
C
E L
.0
-2
.9
O
F F
E L
.0
-1 .9
O F
F
E L
.5
-3 .4
O F
F
E L
.7
-3 .6
O F
F . E
L .2
-2 .7
O F
F
E L
.4
-3 .4
O F
F
EX. COMMS
3"
EX. SEWER
PVC10"
EX. WATER
D.I.16"
@ 6:1
2.0'@ 2:1
1.8'
CONTRACT
T202466302
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.
p w
/d e ld o t-p w
.b e n tl e y .c o m
:d e ld o t-p w
-0 /D o c u m e n ts
/0 A c ti v e P ro je c ts
/D e lD
O T
C a p it a l_
P ro je c ts
/T
JM
T /4
C
A D
D /4
R
O A
D /4
C
IV
IL
M
O D
E L
/X S
R
D C
M T
JM
T
:1
-J
U N
-2
PHASE II
ADAMS STREET PATHWAY
N/A
J.IORIO
B.DOUGHERTY
JMT
CROSS SECTIONS
0T
E
E
F
E
L
A
C
S
L
A
C
I
T
R
E
V
SCALE
1.50%
@ 6:1
2.0' @ 6:1 2.0'
@ 2:1
2.4'
@ 2 :1
3.1
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
0 0
5 5
10 10
15 15
20 20
STA. 501+00.00
L O
C
L O
CP
E
E L
.2
.1
O F
F
E L
.4
.3
O F
F
E L
.7
.5
O F
F . E
L
.9
.1
O F
F
E L
.2
.1
O F
F
E L
.5
-1 .4
O F
F
E L
.1
.3
O
F F
E L
.4
.3
O F
F . P E
1.50%
12.0' @
12.4% 2.3' @
P E P
E
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
0 0
5 5
10 10
15 15
20 20
STA. 501+50.00
L O
C L O
C
E L
.5
.0
O F
F
E L
.7
.0
O
F F
E L
.5
.4
O F
F
E L
.5
.0
O F
F
E L
.3
.5
O
F F
E L
.4
.3
O
F F
E L
.7
.0
O
F F
E L
.4
.3
O
F F
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
0 0
5 5
10 10
15 15
20 20
STA. 502+00.00
L O
C
L O
C
E L
.7
.4
O F
F
E L
.9
.3
O
F F
1.50%
10.8' @
CONTRACT
T202466302
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.
p w
/d e ld o t-p w
.b e n tl e y .c o m
:d e ld o t-p w
-0 /D o c u m e n ts
/0 A c ti v e P ro je c ts
/D e lD
O T
C a p it a l_
P ro je c ts
/T
JM
T /4
C
A D
D /4
R
O A
D /4
C
IV
IL
M
O D
E L
/X S
R
D C
M T
JM
T
:1
-J
U N
-2
PHASE II
ADAMS STREET PATHWAY
N/A
J.IORIO
B.DOUGHERTY
JMT
CROSS SECTIONS
SCALE
FEET
5 10 15
0T
E
E
F
E
L
A
C
S
L
A
C
I
T
R
E
V
L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
0 0
5 5
10 10
15 15
20 20
STA. 502+50.00
L O
C
L O
C
E L
.3
.0
O F
F
E L
.5
-5 .1
O F
F
1.50%
10.1' @
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
0 0
5 5
10 10
15 15
20 20
25 25
STA. 503+00.00
L O
C L O
C
E L
.9
.0
O F
F
E L
.1
.0
O
F F
E L
.7
.0
O F
F
E L
.7
.3
O F
F
@ 10:1
2.0' 1.50%
12.0' @
@ 6:1 2.4'
E X
R W
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
5 5
10 10
15 15
20 20
25 25
STA. 503+50.00
L O
C L O
C
E L
.3
.0
O F
F
E L
.5
.0
O
F F
E L
.1
.1
O F
F
E L
.0
.5
O F
F
@ 10:1
2.1' 1.50%
12.0' @
@ 6:1 2.6'
E X
R W
CONTRACT
T202466302
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.
p w
/d e ld o t-p w
.b e n tl e y .c o m
:d e ld o t-p w
-0 /D o c u m e n ts
/0 A c ti v e P ro je c ts
/D e lD
O T
C a p it a l_
P ro je c ts
/T
JM
T /4
C
A D
D /4
R
O A
D /4
C
IV
IL
M
O D
E L
/X S
R
D C
M T
JM
T
:1
-J
U N
-2
PHASE II
ADAMS STREET PATHWAY
N/A
J.IORIO
B.DOUGHERTY
JMT
CROSS SECTIONS
SCALE
FEET
5 10 15
0T
E
E
F
E
L
A
C
S
L
A
C
I
T
R
E
V
L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
5 5
10 10
15 15
20 20
25 25
30 30
STA. 504+00.00
-3.25%
' @7.1
E X
R W
L O
C
L O
C
E L
.8
.0
O F
F
E L
.0
.0
O
F F
E L
.6
.2
O F
F
E L
.7
-1
.0
O
F F
@ 10:1
2.3' 1.50%
12.0' @
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
5 5
10 10
15 15
20 20
25 25
30 30
STA. 504+50.00
-9.78% ' @18.6 4.5:1
' @4.9
1.29%
' @6.7
L O
C
L O
C
E L
.7
.0
O F
F
E L
.6
.0
O
F F
E L
.8
-2 .6
O F
F . E
L .6
.8
O F
F
E L
.7
.6
O F
F
1.50%
10.0' @
E X
R W
CONTRACT
T202466302
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.
p w
/d e ld o t-p w
.b e n tl e y .c o m
:d e ld o t-p w
-0 /D o c u m e n ts
/0 A c ti v e P ro je c ts
/D e lD
O T
C a p it a l_
P ro je c ts
/T
JM
T /4
C
A D
D /4
R
O A
D /4
C
IV
IL
M
O D
E L
/X S
R
D C
M T
JM
T
:1
-J
U N
-2
PHASE II
ADAMS STREET PATHWAY
N/A
J.IORIO
B.DOUGHERTY
JMT
CROSS SECTIONS
SCALE
FEET
5 10 15
0T
E
E
F
E
L
A
C
S
L
A
C
I
T
R
E
V
L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
10 10
15 15
20 20
25 25
30 30
35 35
40 40
45 45
STA. 505+00.00
3.0:1
7.7
L O
C
L O
C
E L
.0
.0
O F
F
E L
.2
.0
O
F F
E L
.7
.0
O F
F
E L
.7
.0
O F
F
E L
.2
-5 .9
O F
F
E L
.8
-1 .6
O F
F
@ 2:1
2.1'@ 6:1
2.0' 1.50%
9.0' @
E X
R W
EX. WATER
12" D.I.
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
10 10
15 15
20 20
25 25
30 30
35 35
40 40
STA. 505+50.00
2.0:1
6.9
E X
R W
L O
C
L O
C
E L
.5
.0
O F
F
E L
.6
.0
O
F F
E L
.2
.0
O F
F
E L
.4
.5
O F
F
E L
.0
.0
O F
F
E L
.4
-1
.9
O
F F
1.50%
9.0' @ @ 6:1
2.0'
@ 6:1
2.0'
@ 2:1
1.5'
T C
E
EX. WATER
12" D.I.
CONTRACT
T202466302
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.
p w
/d e ld o t-p w
.b e n tl e y .c o m
:d e ld o t-p w
-0 /D o c u m e n ts
/0 A c ti v e P ro je c ts
/D e lD
O T
C a p it a l_
P ro je c ts
/T
JM
T /4
C
A D
D /4
R
O A
D /4
C
IV
IL
M
O D
E L
/X S
R
D C
M T
JM
T
:1
-J
U N
-2
PHASE II
ADAMS STREET PATHWAY
N/A
J.IORIO
B.DOUGHERTY
JMT
CROSS SECTIONS
SCALE
FEET
5 10 15
0T
E
E
F
E
L
A
C
S
L
A
C
I
T
R
E
V
L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
15 15
20 20
25 25
30 30
35 35
40 40
STA. 506+00.00
10:1
' @4.1
L O
C
L O
C
E L
.8
.0
O F
F
E L
.0
.0
O
F F
E L
.4
.0
O F
F
E L
.3
-7 .0
O F
F
E L
.0
.3
O F
F
E X
R W
1.50%
10.0' @ @ 6:1
2.0'
EX. WATER
12" D.I.
OFFSET (FT.)
E L
E V
A T
IO
N
F
T
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
15 15
20 20
25 25
30 30
35 35
STA. 506+13.01
L O
C
E L
.8
.7
O F
F
E L
.7
.0
O
F F
E L
.7
.3
O F
F
E L
.5
.7
O F
F
E L
.4
-5 .7
O F
F
E L
.0
.3
O F
F
E L
.0
-3
.0
O
F F
E L
.4
-7 .7
O F
F . E L
.1
-6 .9
O F
F
E X
R W
0.82% 9.8' @
CONTRACT
T202466302
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.
p w
/d e ld o t-p w
.b e n tl e y .c o m
:d e ld o t-p w
-0 /D o c u m e n ts
/0 A c ti v e P ro je c ts
/D e lD
O T
C a p it a l_
P ro je c ts
/T
JM
T /4
C
A D
D /4
R
O A
D /4
C
IV
IL
M
O D
E L
/X S
R
D C
M T
JM
T
:1
-J
U N
-2
PHASE II
ADAMS STREET PATHWAY
N/A
J.IORIO
B.DOUGHERTY
JMT
CROSS SECTIONS
SCALE
FEET
5 10 15
0T
E
E
F
E
L
A
C
S
L
A
C
I
T
R
E
V
File details come from the government source that posted it. Updated .