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UNITS
U.S. CUSTOMARY
M.R. #:
DEPARTMENT OF TRANSPORTATIONTHE STATE OF DELAWARE
CONTRACT NUMBER:FEDERAL AID PROJECT NUMBER:
COUNTY:
OVER I-95BR 1-714 ON CHAPMAN ROAD
T201507402
NEW CASTLE 347
BHN-N347(03)
8/15/2019
LA
ST
RE
VIS
ED:
P:\
60323054
DE
LD
OT
AG
R 167
2
BD
S\
T06 -
RE
HA
B
BR.
1-7
14\
900
WO
RK\
910
CA
D\
20-S
HE
ET
S\
XS_
TC.D
GN
CROSS SECTIONS FOR:
CROSS SECTION INDEX
CHAPMAN ROAD 24+50 TO STATION 44+00STATION 2 - 22SHEETS
NOTE:
MSE WALL DETAILS-
BRIDGE DETAILS-
UTILITIES-
THE CONTRACTOR SHOULD REFER TO THE CONSTRUCTION PLANS AND DETAILS FOR ADDITIONAL INFORMATION.
THE FOLLOWING INFORMATION DEPICTED ON THE CROSS-SECTION SHEETS IS FOR INFORMATIONAL PURPOSES ONLY.
Offset -68.26'
Ele
v. 56.68
26.7' @
-4:1
Ele
v. 63.81
Offset -41.
56'
Ele
v. 63.93
Offset -40.43'
2.0%5.0' @
Ele
v. 63.41
Offset -31.
81'
Ele
v. 64.29
12.0' @
Ele
v. 64.05
Offset 12.00'
8.0' @-4.0%
Ele
v. 63.73
Offset 20.00'
2.0%5.0' @
Ele
v. 64.35
Offset 27.67'
3.1' @-6:1
Offset 30.76'
Ele
v. 63.83
-4:120.
6' @
Offset -47.85'
2.0' @
-6:1
Ele
v. 61.
07
Offset -45.85'
Ele
v. 61.
41
5.0' @2.0%
Ele
v. 60.79
Offset -38.18'
Offset -21.
17'
Ele
v. 61.
47
Ele
v. 55.93
Offset -68.41' Ele
v. 61.
89
-2.0%12.0' @
Ele
v. 61.
65
Offset 12.00'
8.0' @-4.0%
Offset 20.00'
Ele
v. 61.
33
5.0' @2.0%
Ele
v. 61.
95
Offset 27.67'
-6:1
2.0' @
Offset 29.67'
Ele
v. 61.
62
17.5' @-3:1 Offset 47.19'
Ele
v. 55.78
-6:1
Offset 0.00'
Offset 0.00'
1.1' @
2
Ele
v. 61.
71
Offset 9.17'
9.2' @
-2.0%12.0' @
Ele
v. 61.
27
Offset -26.17'
Offset -19.30'
Ele
v. 63.91
Ele
v. 63.91
Offset -7.30'
-2.0%12.0' @
-2.0%7.3' @
Ele
v. 63.91
Offset -24.30'
-4.0%12.0' @
-4.0%5.0' @
-4.0%5.0' @7.5' @
-4.0%-2.0%
-2.0%
3:16.0' @
Offset 64.15'
Ele
v. 56.20
Ele
v. 54.23
Offset 58.19'
Ele
v. 54.21
Offset 56.19'
Ele
v. 55.68
Offset 51.
71'
-3:1
4.5' @
Ele
v. 57.52
Offset 59.98'
Ele
v. 57.53
Offset 64.07'
50
55
60
65
70
75
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
STA. 24+50
50
55
60
65
70
75
50
55
60
65
70
75
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
STA. 25+00
50
55
60
65
70
75
8"G
8"G
SCALE
FEET
0 5 10 15CROSS SECTIONS
ALL UTILITY DEPTHS ESTIMATED FROM TEST HOLESINVESTIGATION.
EXISTING UTILITY LOCATIONS ARE ESTIMATED FROM SUBSURFACE UTILITY
NOTE:
AEC
CHAPMAN ROAD OVER I-95BR 1-714 ON
CONTRACT
T201507402
COUNTYDESIGNED BY:
CHECKED BY:
1-714 / 1-714ABRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.T. SINGLE
D. SEMPLE
P:\
60323054
DelD
OT
AG
R 167
2
BD
S\
T06 -
Rehab
Br.
1-7
14\
900
WO
RK\
910
CA
D\
20-S
HE
ET
S\
XS00_co
mpiled.d
gn
1:4
4:2
9
PM
8/15/2019
Offset -53.66'
Ele
v. 60.28
17.5' @
-2:1
Ele
v. 69.03
Offset -36.16'
Offset -35.15'
Ele
v. 69.13
5.3' @
-10:1
Offset -29.78'
Ele
v. 69.67
5.0' @2.0%
8.0' @
-4.0%
12.0' @0.8%
Ele
v. 69.25
12.0' @
Offset 12.00'
Ele
v. 69.01
-4.0%
8.0' @
Ele
v. 68.69
Offset 20.00'
5.0' @2.0%
Offset 27.67'
Ele
v. 69.31
Ele
v. 58.62
Offset -59.68'
-3:118.
7' @
Ele
v. 65.95
Offset -40.98'
Offset -39.98'
Ele
v. 66.05
-10:1
Ele
v. 66.36
Offset -36.83'
3.1' @ 4.2' @
-10:1 2.0%5.0' @
Ele
v. 66.78
Offset -32.62'
Ele
v. 66.17
Offset -24.95'
8.0' @
-4.0%
Ele
v. 66.49
Offset -16.94'
-1.6%
Ele
v. 66.75
12.0' @
Offset 12.00'
Ele
v. 66.51
8.0' @-4.0%
Ele
v. 66.19
Offset 20.00'
5.0' @2.0%
Offset 27.67'
Ele
v. 66.81
Offset 29.17'
Ele
v. 66.56
-10:11.0' @
Offset 0.00'
Offset 0.00'
Ele
v. 69.18
Offset 28.46'
3
-6:1
1.5' @
Offset -4.94'
Ele
v. 66.67
-1.6%12.0' @ 4.9' @
-6:1
0.8' @
Ele
v. 69.37
Offset -14.11'
Offset -22.11'
Ele
v. 69.05
Offset -2.11'
Ele
v. 69.27
0.8%2.1' @
-2.0%
-2.0%
-10:11.0' @
Ele
v. 57.79
Offset 71.
31'
Offset 69.96'
Ele
v. 58.22
50
55
60
65
70
75
80
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
STA. 25+50
50
55
60
65
70
75
80
50
55
60
65
70
75
80
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
STA. 26+00
50
55
60
65
70
75
80
SCALE
FEET
0 5 10 15CROSS SECTIONS
ALL UTILITY DEPTHS ESTIMATED FROM TEST HOLESINVESTIGATION.
EXISTING UTILITY LOCATIONS ARE ESTIMATED FROM SUBSURFACE UTILITY
NOTE:
AEC
CHAPMAN ROAD OVER I-95BR 1-714 ON
CONTRACT
T201507402
COUNTYDESIGNED BY:
CHECKED BY:
1-714 / 1-714ABRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.T. SINGLE
D. SEMPLE
P:\
60323054
DelD
OT
AG
R 167
2
BD
S\
T06 -
Rehab
Br.
1-7
14\
900
WO
RK\
910
CA
D\
20-S
HE
ET
S\
XS00_co
mpiled.d
gn
1:4
4:3
0
PM
8/15/2019
LO
C
LO
C
Ele
v. 74.78
Offset -12.00'
4.4%
12.0' @
Ele
v. 74.25
12.0' @
Ele
v. 73.73
Offset 12.00'
Offset -51.
57'
Ele
v. 63.03
17.6' @
-2:1
Ele
v. 71.
81
Offset -34.02'
Ele
v. 71.
91
Offset -33.02'
Ele
v. 72.44
Offset -27.69'
5.0' @2.0%
Ele
v. 71.
83
Offset -20.02'
8.0' @
-4.0%
Ele
v. 72.15
Offset -12.02'
12.0' @3.3%
Ele
v. 71.
75
12.0' @
Ele
v. 71.
36
Offset 12.00'
8.0' @-4.0%
Ele
v. 71.
04
Offset 20.00'
5.0' @2.0%
Ele
v. 71.
66
Offset 27.67'
-2.0%
Ele
v. 71.
05
Offset 57.99'
-10:15.3' @
-10:11.0' @ 30.3' @
Offset 0.00'
Offset 0.00'
4
Offset -20.00'
Ele
v. 74.49
8.0' @
-3.6%
Offset -53.23'
Ele
v. 64.86
-2:1
13.8' @
Ele
v. 74.47
Offset -34.01'
Offset -33.00'
Ele
v. 74.58
Ele
v. 75.11
Offset -27.67'
2.0%5.0' @
-10:15.3' @
-10:11.0' @
-4.4%
-3.3%
-4.4%
8.0' @
Ele
v. 73.37
Offset 20.00'
Ele
v. 73.99
Offset 27.67'
Ele
v. 73.18
Offset 68.19'
5.0' @2.0% -2.0%
40.5' @
55
60
65
70
75
80
85
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
STA. 26+50
55
60
65
70
75
80
85
55
60
65
70
75
80
85
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
STA. 27+00
55
60
65
70
75
80
85
SCALE
FEET
0 5 10 15CROSS SECTIONS
ALL UTILITY DEPTHS ESTIMATED FROM TEST HOLESINVESTIGATION.
EXISTING UTILITY LOCATIONS ARE ESTIMATED FROM SUBSURFACE UTILITY
NOTE:
AEC
CHAPMAN ROAD OVER I-95BR 1-714 ON
CONTRACT
T201507402
COUNTYDESIGNED BY:
CHECKED BY:
1-714 / 1-714ABRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.T. SINGLE
D. SEMPLE
P:\
60323054
DelD
OT
AG
R 167
2
BD
S\
T06 -
Rehab
Br.
1-7
14\
900
WO
RK\
910
CA
D\
20-S
HE
ET
S\
XS00_co
mpiled.d
gn
1:4
4:3
0
PM
8/15/2019
18"
LO
CL
OC
Ele
v. 79.78
Offset -12.00'
4.4%
12.0' @
Ele
v. 79.25
12.0' @
Ele
v. 78.73
Offset 12.00'
Ele
v. 76.23
Offset 12.00'
Ele
v. 77.28
Offset -12.00'
4.4%
12.0' @
Ele
v. 76.75
12.0' @
Offset 0.00'
Offset 0.00'
5
-4.4%
-4.4%
-4.4%
8.0' @
Ele
v. 75.87
Offset 19.99'
2.0%5.0' @
Ele
v. 76.49
Offset 27.67'
-2.0%4.2' @
Offset 31.
89'
Ele
v. 76.41
Ele
v. 75.55
Offset 74.60'
5.0' @2.0%-4.4%
8.0' @
Ele
v. 78.37
Offset 20.00'
Ele
v. 78.99
Offset 27.67'
Offset 71.
99'
Ele
v. 78.10
Offset -59.87'
Ele
v. 66.54
2.0%5.0' @
-3.6%8.0' @
Ele
v. 79.49
Offset -20.00'
Ele
v. 80.11
Offset -27.67'
Ele
v. 79.48
Offset -34.00'
Ele
v. 79.58
Offset -33.00'
Offset -20.00'
Ele
v. 76.99
2.0%5.0' @
Ele
v. 77.61
Offset -27.67'
Ele
v. 76.98
Offset -34.00'
Ele
v. 77.08
Offset -33.00'
Ele
v. 66.62
Offset -54.72'
8.0' @
-3.6%
-10:11.0' @
-10:11.0' @
-2:1
25.9' @
-2:1
20.7' @
-10:15.3' @
-10:15.3' @
-2.0%40.5' @
-2.0%42.7' @
Ele
v. 78.91
Offset 31.
75'
-2.0%4.1' @
60
65
70
75
80
85
90
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
STA. 27+50
60
65
70
75
80
85
90
60
65
70
75
80
85
90
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
STA. 28+00
60
65
70
75
80
85
90
SCALE
FEET
0 5 10 15CROSS SECTIONS
ALL UTILITY DEPTHS ESTIMATED FROM TEST HOLESINVESTIGATION.
EXISTING UTILITY LOCATIONS ARE ESTIMATED FROM SUBSURFACE UTILITY
NOTE:
AEC
CHAPMAN ROAD OVER I-95BR 1-714 ON
CONTRACT
T201507402
COUNTYDESIGNED BY:
CHECKED BY:
1-714 / 1-714ABRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.T. SINGLE
D. SEMPLE
P:\
60323054
DelD
OT
AG
R 167
2
BD
S\
T06 -
Rehab
Br.
1-7
14\
900
WO
RK\
910
CA
D\
20-S
HE
ET
S\
XS00_co
mpiled.d
gn
1:4
4:3
0
PM
8/15/2019
18"
LO
C
LO
C
BANKDUCTDP-E
BANKDUCTDP-E
Offset -64.87'
Ele
v. 66.65
-2:1
Ele
v. 84.33
Ele
v. 84.43
Offset -29.50'
Offset -28.50'
3.0' @
-10:1
5.0' @2.0%
Offset -25.50'
Ele
v. 84.73
-4.0%7.7' @
Offset -12.00'
Ele
v. 84.27
0.9%12.0' @
Ele
v. 84.16
12.0' @
Ele
v. 83.92
Offset 12.00'
-4.0%
7.7' @5.0' @2.0%
Ele
v. 82.01
Offset -32.06'
Ele
v. 82.11
Offset -31.
06'
Ele
v. 81.
84
Offset -20.00'
Ele
v. 82.16
Offset -12.00'
Ele
v. 81.
75
Ele
v. 81.
35
Offset 12.00'
Ele
v. 81.
04
Offset 19.72'
3.4' @ 5.0' @
-10:1 2.0%8.0' @
-4.0%12.0' @3.3%
12.0' @ 7.7' @-4.0%
2.0%5.0' @
28.7' @
-2:1
Ele
v. 67.66
Offset -60.76'
Ele
v. 83.61
Offset 19.75'
35.4' @
1.0' @
-10:1
Offset 0.00'
Offset 0.00'
-10:11.0' @
Offset -19.75'
Ele
v. 83.96
Ele
v. 82.45
Offset -27.67'
6
-3.3%
-2.0%
REFER TO BRIDGE PLANS
MSE WALL SHOWN FOR INFORMATION ONLY.
REFER TO BRIDGE PLANS
MSE WALL SHOWN FOR INFORMATION ONLY.
55
60
65
70
75
80
85
90
95
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
STA. 28+50
55
60
65
70
75
80
85
90
95
50
55
60
65
70
75
80
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
STA. 29+00
50
55
60
65
70
75
80
OF CONSTRUCTION)IN ADVANCE
(TO BE ABANDONEDDOT-FO
SCALE
FEET
0 5 10 15CROSS SECTIONS
ALL UTILITY DEPTHS ESTIMATED FROM TEST HOLESINVESTIGATION.
EXISTING UTILITY LOCATIONS ARE ESTIMATED FROM SUBSURFACE UTILITY
NOTE:
AEC
CHAPMAN ROAD OVER I-95BR 1-714 ON
CONTRACT
T201507402
COUNTYDESIGNED BY:
CHECKED BY:
1-714 / 1-714ABRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.T. SINGLE
D. SEMPLE
P:\
60323054
DelD
OT
AG
R 167
2
BD
S\
T06 -
Rehab
Br.
1-7
14\
900
WO
RK\
910
CA
D\
20-S
HE
ET
S\
XS00_co
mpiled.d
gn
1:4
4:3
1 P
M8/15/2019
BANKDUCTDP-E
BANKDUCTDP-E
Ele
v. 65.68
Offset -70.39'
Offset -29.50'
Ele
v. 86.13
-2:1
40.9' @
-10:12.8' @
7
FOR INFORMATION ONLY.
OF ABUTMENT 1 BACKWALL.
APPROXIMATE LOCATION
55
60
65
70
75
80
85
90
95
0 5 10 15 20 25 30 35 40 45 50 55-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80-85-90-95
STA. 29+50
55
60
65
70
75
80
85
90
95
55
60
65
70
75
80
85
90
95
0 5 10 15 20 25 30 35 40 45 50 55-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80-85-90-95
STA. 30+00
55
60
65
70
75
80
85
90
95
(TO BE ABANDONED)DOT-FO
DOT-FO (TO BE ABANDONED)
SCALE
FEET
0 5 10 15CROSS SECTIONS
ALL UTILITY DEPTHS ESTIMATED FROM TEST HOLESINVESTIGATION.
EXISTING UTILITY LOCATIONS ARE ESTIMATED FROM SUBSURFACE UTILITY
NOTE:
AEC
CHAPMAN ROAD OVER I-95BR 1-714 ON
CONTRACT
T201507402
COUNTYDESIGNED BY:
CHECKED BY:
1-714 / 1-714ABRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.T. SINGLE
D. SEMPLE
P:\
60323054
DelD
OT
AG
R 167
2
BD
S\
T06 -
Rehab
Br.
1-7
14\
900
WO
RK\
910
CA
D\
20-S
HE
ET
S\
XS00_co
mpiled.d
gn
1:4
4:3
1 P
M8/15/2019
LO
C
LO
C
DP-E
DP-E
8
REFER TO BRIDGE PLANS
MSE WALL SHOWN FOR INFORMATION ONLY.
FOR INFORMATION ONLY.
OF ABUTMENT 2 BACKWALL.
APPROXIMATE LOCATION
55
60
65
70
75
80
85
90
95
0 5 10 15 20 25 30 35 40 45 50 55-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80-85-90-95
STA. 30+50
55
60
65
70
75
80
85
90
95
55
60
65
70
75
80
85
90
95
0 5 10 15 20 25 30 35 40 45 50 55-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80-85-90-95
STA. 31+00
55
60
65
70
75
80
85
90
95
SCALE
FEET
0 5 10 15CROSS SECTIONS
ALL UTILITY DEPTHS ESTIMATED FROM TEST HOLESINVESTIGATION.
EXISTING UTILITY LOCATIONS ARE ESTIMATED FROM SUBSURFACE UTILITY
NOTE:
AEC
CHAPMAN ROAD OVER I-95BR 1-714 ON
CONTRACT
T201507402
COUNTYDESIGNED BY:
CHECKED BY:
1-714 / 1-714ABRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.T. SINGLE
D. SEMPLE
P:\
60323054
DelD
OT
AG
R 167
2
BD
S\
T06 -
Rehab
Br.
1-7
14\
900
WO
RK\
910
CA
D\
20-S
HE
ET
S\
XS00_co
mpiled.d
gn
1:4
4:3
1 P
M8/15/2019
LO
C
DP-E
BANKDUCTDP-E
Ele
v. 91.
11
Offset -29.50'
Ele
v. 91.
21
3.0' @
-10:1
Offset -28.50'
7.7' @
-4.0%
Ele
v. 91.
05
Offset -12.00'
12.0' @-2.0%
Ele
v. 91.
29
12.0' @
Offset 12.00'
Ele
v. 91.
05
-4.0%
7.7' @
Offset 19.75'
Ele
v. 90.74
Offset 19.75'
Ele
v. 91.
36
7.7' @-4.0%
Offset 12.00'
Ele
v. 91.
67
12.0' @
Ele
v. 91.
91
12.0' @-2.0%
Offset -12.00'
Ele
v. 91.
67
7.7' @
-4.0%2.0%5.0' @
-10:13.0' @
Ele
v. 91.
83
Offset -29.50'
Offset -28.50'
Ele
v. 91.
73
Ele
v. 92.13
Offset -25.50'
58.9' @
-2:1
Offset -88.44'
Ele
v. 62.26
Offset 0.00'
Offset 0.00'
1.0' @
-10:1
1.0' @
-10:1
Ele
v. 91.
36
Offset -19.75'
Offset -19.75'
Ele
v. 90.74
9
-2.0%
-2.0%
-2:1
REFER TO BRIDGE PLANS
MSE WALL SHOWN FOR INFORMATION ONLY.
REFER TO BRIDGE PLANS
MSE WALL SHOWN FOR INFORMATION ONLY.
REFER TO BRIDGE PLANS
MSE WALL SHOWN FOR INFORMATION ONLY.
55
60
65
70
75
80
85
90
95
0 5 10 15 20 25 30 35 40 45 50 55-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80-85-90-95
STA. 31+50
55
60
65
70
75
80
85
90
95
55
60
65
70
75
80
85
90
95
0 5 10 15 20 25 30 35 40 45 50 55-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80-85-90-95
STA. 32+00
55
60
65
70
75
80
85
90
95
SCALE
FEET
0 5 10 15CROSS SECTIONS
ALL UTILITY DEPTHS ESTIMATED FROM TEST HOLESINVESTIGATION.
EXISTING UTILITY LOCATIONS ARE ESTIMATED FROM SUBSURFACE UTILITY
NOTE:
AEC
CHAPMAN ROAD OVER I-95BR 1-714 ON
CONTRACT
T201507402
COUNTYDESIGNED BY:
CHECKED BY:
1-714 / 1-714ABRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.T. SINGLE
D. SEMPLE
P:\
60323054
DelD
OT
AG
R 167
2
BD
S\
T06 -
Rehab
Br.
1-7
14\
900
WO
RK\
910
CA
D\
20-S
HE
ET
S\
XS00_co
mpiled.d
gn
1:4
4:3
1 P
M8/15/2019
BANKDUCTDP-E
BANKDUCTDP-E
Offset -83.68'
Ele
v. 64.81
54.2' @
-2:1
Ele
v. 91.
90
Offset -29.50'
Ele
v. 92.00
Offset -28.50'
3.0' @
-10:1
5.0' @2.0%
Offset -25.50'
Ele
v. 92.30
7.7' @
-4.0%
Ele
v. 91.
85
Offset -12.00'
Ele
v. 92.09
12.0' @-2.0%12.0' @
Ele
v. 91.
85
Offset 12.00'
Ele
v. 91.
54
7.7' @-4.0%
Offset 19.75'
Offset 0.00'
1.0' @
-10:1
Offset -19.75'
Ele
v. 91.
54
10
-2.0%
REFER TO BRIDGE PLANS
MSE WALL SHOWN FOR INFORMATION ONLY.
55
60
65
70
75
80
85
90
95
0 5 10 15 20 25 30 35 40 45 50 55-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80-85-90-95
STA. 32+50
55
60
65
70
75
80
85
90
95
55
60
65
70
75
80
85
90
95
0 5 10 15 20 25 30 35 40 45 50 55-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80-85-90-95
STA. 33+00
55
60
65
70
75
80
85
90
95
SCALE
FEET
0 5 10 15CROSS SECTIONS
ALL UTILITY DEPTHS ESTIMATED FROM TEST HOLESINVESTIGATION.
EXISTING UTILITY LOCATIONS ARE ESTIMATED FROM SUBSURFACE UTILITY
NOTE:
AEC
CHAPMAN ROAD OVER I-95BR 1-714 ON
CONTRACT
T201507402
COUNTYDESIGNED BY:
CHECKED BY:
1-714 / 1-714ABRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.T. SINGLE
D. SEMPLE
P:\
60323054
DelD
OT
AG
R 167
2
BD
S\
T06 -
Rehab
Br.
1-7
14\
900
WO
RK\
910
CA
D\
20-S
HE
ET
S\
XS00_co
mpiled.d
gn
1:4
4:3
2
PM
8/15/2019
BANKDUCTDP-E
DP-E
11
55
60
65
70
75
80
85
90
95
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
STA. 33+50
55
60
65
70
75
80
85
90
95
55
60
65
70
75
80
85
90
95
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
STA. 34+00
55
60
65
70
75
80
85
90
95
SCALE
FEET
0 5 10 15CROSS SECTIONS
ALL UTILITY DEPTHS ESTIMATED FROM TEST HOLESINVESTIGATION.
EXISTING UTILITY LOCATIONS ARE ESTIMATED FROM SUBSURFACE UTILITY
NOTE:
AEC
CHAPMAN ROAD OVER I-95BR 1-714 ON
CONTRACT
T201507402
COUNTYDESIGNED BY:
CHECKED BY:
1-714 / 1-714ABRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.T. SINGLE
D. SEMPLE
P:\
60323054
DelD
OT
AG
R 167
2
BD
S\
T06 -
Rehab
Br.
1-7
14\
900
WO
RK\
910
CA
D\
20-S
HE
ET
S\
XS00_co
mpiled.d
gn
1:4
4:3
2
PM
8/15/2019
DP-E
DP-E
Offset -29.50'
Ele
v. 87.55
-4.0%7.7' @
Ele
v. 87.50
Offset -12.00'
12.0' @-2.0%
Ele
v. 87.74
-2.0%12.0' @
Ele
v. 87.50
Offset 12.00'
-4.0%
7.7' @
Offset 19.75'
Ele
v. 87.19
2.0%5.0' @
Ele
v. 87.95
-10:1
3.0' @
Offset 28.50'
Ele
v. 87.65
Offset 25.50'
Ele
v. 87.55
Offset 29.50'
4.2' @-3:1
Ele
v. 86.16
Offset 33.68'
Offset -69.93'
Ele
v. 65.70
Ele
v. 85.03
Offset -31.
26'
Ele
v. 85.13
Offset -30.26'
Ele
v. 85.60
Offset -25.54'
5.0' @2.0%
-4.0%7.7' @
Offset -12.00'
Ele
v. 85.15
12.0' @-2.0%
Ele
v. 85.39
12.0' @
Ele
v. 85.15
Offset 12.00'
7.7' @-4.0%
Offset 19.75'
Ele
v. 84.84
2.0%5.0' @
Ele
v. 85.45
Offset 27.42'
-3:1
5.3' @
Ele
v. 83.22
Offset 37.34'
-10:12.8' @
-2:1
38.7' @
-10:14.7' @
Offset 0.00'
Offset 0.00'
1.0' @
-10:1
Ele
v. 84.84
Offset -19.79'
Ele
v. 87.19
Offset -19.75'
12
-2.0%
Ele
v. 85.13
Ele
v. 85.03
Offset 30.63'
Offset 31.
63'
-10:1
3.0' @
-10:1
1.0' @
-10:1
1.0' @
REFER TO BRIDGE PLANS
MSE WALL SHOWN FOR INFORMATION ONLY.
55
60
65
70
75
80
85
90
95
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
STA. 34+50
55
60
65
70
75
80
85
90
95
55
60
65
70
75
80
85
90
95
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
STA. 35+00
55
60
65
70
75
80
85
90
95
MA
TC
H
LIN
E - S
EE S
HEET 13
MA
TC
H
LIN
E - S
EE S
HEET 13
SCALE
FEET
0 5 10 15CROSS SECTIONS
ALL UTILITY DEPTHS ESTIMATED FROM TEST HOLESINVESTIGATION.
EXISTING UTILITY LOCATIONS ARE ESTIMATED FROM SUBSURFACE UTILITY
NOTE:
AEC
CHAPMAN ROAD OVER I-95BR 1-714 ON
CONTRACT
T201507402
COUNTYDESIGNED BY:
CHECKED BY:
1-714 / 1-714ABRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.T. SINGLE
D. SEMPLE
P:\
60323054
DelD
OT
AG
R 167
2
BD
S\
T06 -
Rehab
Br.
1-7
14\
900
WO
RK\
910
CA
D\
20-S
HE
ET
S\
XS00_co
mpiled.d
gn
1:4
4:3
2
PM
8/15/2019
BANKDUCTDP-E
13
55
60
65
70
75
80
85
90
95
75 80 85 90 95 100 105 110 115 120 125 130 135
STA. 34+50
55
60
65
70
75
80
85
90
95
55
60
65
70
75
80
85
90
95
75 80 85 90 95 100 105 110 115 120 125 130 135
STA. 35+00
55
60
65
70
75
80
85
90
95
ER
W
LO
C
ER
W
LO
C
MA
TC
H
LIN
E - S
EE S
HEET 12
MA
TC
H
LIN
E - S
EE S
HEET 12
SCALE
FEET
0 5 10 15CROSS SECTIONS
ALL UTILITY DEPTHS ESTIMATED FROM TEST HOLESINVESTIGATION.
EXISTING UTILITY LOCATIONS ARE ESTIMATED FROM SUBSURFACE UTILITY
NOTE:
AEC
CHAPMAN ROAD OVER I-95BR 1-714 ON
CONTRACT
T201507402
COUNTYDESIGNED BY:
CHECKED BY:
1-714 / 1-714ABRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.T. SINGLE
D. SEMPLE
P:\
60323054
DelD
OT
AG
R 167
2
BD
S\
T06 -
Rehab
Br.
1-7
14\
900
WO
RK\
910
CA
D\
20-S
HE
ET
S\
XS00_co
mpiled.d
gn
1:4
4:3
3
PM
8/15/2019
BANKDUCTDP-E
Offset -54.79'
Ele
v. 71.
25
15.6' @
-2:1
Offset -39.16'
Ele
v. 79.06
Ele
v. 79.16
Offset -38.16'
Ele
v. 79.70
Offset -32.83'
5.0' @2.0%
Ele
v. 79.08
Offset -25.16'
8.0' @
-4.0%
Offset -17.15'
Ele
v. 79.40
12.0' @-2.0%
Ele
v. 79.74
12.0' @
Ele
v. 79.50
Offset 12.00'
-4.0%
Offset 24.43'
Ele
v. 79.01
5.0' @-2.0%
Offset 32.10'
Ele
v. 79.42
Ele
v. 72.39
Offset -55.54'
19.2' @
-2:1
Ele
v. 81.
97
Offset -36.36'
Offset -35.36'
Ele
v. 82.07
Ele
v. 82.61
Offset -30.02'
2.0%5.0' @
Ele
v. 81.
99
Offset -22.35'
8.0' @
-4.0%
Ele
v. 82.31
Offset -14.34'
12.0' @-2.0%
Ele
v. 82.60
12.0' @
Ele
v. 82.36
Offset 12.00'
Ele
v. 82.01
Offset 20.79'
-4.0%
8.8' @5.0' @2.0%
Offset 28.46'
Ele
v. 82.62
-10:1
4.1' @
Offset 32.55'
Ele
v. 82.21
-10:15.3' @
Offset 0.00'
Offset 0.00'
1.0' @
-10:1
1.0' @
-10:1 -10:15.3' @
14
-10:1
1.7' @
Ele
v. 82.03
Offset 34.42'
Ele
v. 78.97
Offset 35.86'
-8:1
3.8' @
-2.0%
-2.0%
Ele
v. 79.34
Offset 16.00'
Offset -5.15'
Ele
v. 79.64
Offset -2.34'
Ele
v. 82.55
4.0' @ 8.4' @-4.0%
-2.0%5.2' @
-2.0%2.3' @
-3:1
25.2' @
Ele
v. 73.63
Offset 59.62'
Ele
v. 73.63
Offset 65.62'
15.6'
@
3:1
Ele
v. 78.82
Offset 81.
19'
-3:1
21.1' @
Ele
v. 71.
92
Offset 57.00'
Ele
v. 71.
92
Offset 63.00'
16.7'
@
3:1
Ele
v. 77.49
Offset 79.69'
6.0'
6.0'
60
65
70
75
80
85
90
95
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85-5-10-15-20-25-30-35-40-45-50-55-60-65
STA. 35+50
60
65
70
75
80
85
90
95
60
65
70
75
80
85
90
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85-5-10-15-20-25-30-35-40-45-50-55-60-65
STA. 36+00
60
65
70
75
80
85
90
SCALE
FEET
0 5 10 15CROSS SECTIONS
ALL UTILITY DEPTHS ESTIMATED FROM TEST HOLESINVESTIGATION.
EXISTING UTILITY LOCATIONS ARE ESTIMATED FROM SUBSURFACE UTILITY
NOTE:
AEC
CHAPMAN ROAD OVER I-95BR 1-714 ON
CONTRACT
T201507402
COUNTYDESIGNED BY:
CHECKED BY:
1-714 / 1-714ABRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.T. SINGLE
D. SEMPLE
P:\
60323054
DelD
OT
AG
R 167
2
BD
S\
T06 -
Rehab
Br.
1-7
14\
900
WO
RK\
910
CA
D\
20-S
HE
ET
S\
XS00_co
mpiled.d
gn
1:4
4:3
3
PM
8/15/2019
Offset -32.10'
Ele
v. 73.41
8.0' @
-4.0%
Ele
v. 73.73
Offset -24.08'
-2.0%12.0' @
Ele
v. 74.21
Ele
v. 73.97
Offset 12.00'
11.0' @-4.0%
Offset 27.00'
Ele
v. 73.37
5.0' @-2.0%
Ele
v. 73.79
Offset 34.67'
Ele
v. 76.16
Offset -28.46'
8.0' @
-4.0%
Ele
v. 76.48
Offset -20.44'
12.0' @-2.0%
Ele
v. 76.89
12.0' @
Ele
v. 76.65
Offset 12.00'
11.0' @-4.0%
Ele
v. 76.05
Offset 27.00'
-2.0%5.0' @
Ele
v. 76.47
Offset 34.67'
Offset 0.00'
Offset 0.00'
15
Ele
v. 76.13
Offset 36.67'
-6:1
2.0' @
Ele
v. 73.45
Offset 36.67'
-6:1
2.0' @
-2.0%
-2.0%12.0' @
Offset -12.08'
Ele
v. 73.97
Ele
v. 73.81
Offset 16.00'
-4.0%
4.0' @-2.0%12.1' @
Offset -8.44'
Ele
v. 76.72
Offset 16.00'
Ele
v. 76.49
-4.0%
4.0' @-2.0%8.4' @O
ffset -48.32'
Ele
v. 75.08
17.7' @-3:1 Ele
v. 70.22
Offset 54.41'
Offset 60.41'
Ele
v. 70.22
17.2'
@
3:1
Ele
v. 75.94
Offset 77.58'
-3:1
14.8' @
Offset 51.
50'
Ele
v. 68.51
Ele
v. 68.51
Offset 57.50'
17.8'
@
3:1
Ele
v. 74.44
Offset 75.29'
6.0'
6.0'
MAINTENANCE RAMP PAVEMENT LIMITS
SEE GRADES & GEOMETRICS PLANS
60
65
70
75
80
85
90
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85-5-10-15-20-25-30-35-40-45-50-55-60-65
STA. 36+50
60
65
70
75
80
85
90
65
70
75
80
85
90
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85-5-10-15-20-25-30-35-40-45-50-55-60-65
STA. 37+00
65
70
75
80
85
90
(TO BE RELOCATED)DOT-E
SCALE
FEET
0 5 10 15CROSS SECTIONS
ALL UTILITY DEPTHS ESTIMATED FROM TEST HOLESINVESTIGATION.
EXISTING UTILITY LOCATIONS ARE ESTIMATED FROM SUBSURFACE UTILITY
NOTE:
AEC
CHAPMAN ROAD OVER I-95BR 1-714 ON
CONTRACT
T201507402
COUNTYDESIGNED BY:
CHECKED BY:
1-714 / 1-714ABRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.T. SINGLE
D. SEMPLE
P:\
60323054
DelD
OT
AG
R 167
2
BD
S\
T06 -
Rehab
Br.
1-7
14\
900
WO
RK\
910
CA
D\
20-S
HE
ET
S\
XS00_co
mpiled.d
gn
1:4
4:3
3
PM
8/15/2019
Ele
v. 68.45
Offset -47.04'
10.1' @
-4.0%
Offset -36.97'
Ele
v. 68.85
-4.0%8.0' @
Ele
v. 69.17
Offset -28.96'
17.0' @-2.0%
Ele
v. 69.75
12.0' @
Ele
v. 69.91
Offset 12.00'
Offset -37.33'
Ele
v. 70.93
2.3' @
-4.0%
Ele
v. 71.
02
Offset -35.01'
8.0' @
-4.0%
Ele
v. 71.
34
Offset -27.00'
15.0' @-2.0%
Ele
v. 71.
88
12.0' @
Ele
v. 71.
76
Offset 12.00'
11.0' @-4.0%
Ele
v. 71.
16
Offset 27.00'
-2.0%5.0' @
Offset 34.67'
Ele
v. 71.
57
Offset 0.00'
Offset 0.00'
16
Offset 36.67'
Ele
v. 71.
24
-6:1
2.0' @-1.1%
Offset 51.
05'
Ele
v. 69.21
Offset 16.00'
Ele
v. 71.
60
Ele
v. 71.
59
Offset -15.00'
-2.0%12.0' @
-4.0%
4.0' @
-3:1
9.7' @ Ele
v. 68.00
Offset 46.39'
Ele
v. 68.00
Offset 52.39'
3:116.
4' @
Offset 68.80'
Ele
v. 73.47
6.0'
1.3%
ALEXIS DRIVE INTERSECTION
SEE GRADES & GEOMETRICS PLANS
Ele
v. 69.41
Offset -16.96'
12.0' @-2.0%
60
65
70
75
80
85
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80
STA. 37+50
60
65
70
75
80
85
55
60
65
70
75
80
85
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80
STA. 38+00
55
60
65
70
75
80
85
ER
W
8"W
(TO BE RELOCATED)DOT-E
(TO BE RELOCATED)DOT-E
SCALE
FEET
0 5 10 15CROSS SECTIONS
ALL UTILITY DEPTHS ESTIMATED FROM TEST HOLESINVESTIGATION.
EXISTING UTILITY LOCATIONS ARE ESTIMATED FROM SUBSURFACE UTILITY
NOTE:
AEC
CHAPMAN ROAD OVER I-95BR 1-714 ON
CONTRACT
T201507402
COUNTYDESIGNED BY:
CHECKED BY:
1-714 / 1-714ABRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.T. SINGLE
D. SEMPLE
P:\
60323054
DelD
OT
AG
R 167
2
BD
S\
T06 -
Rehab
Br.
1-7
14\
900
WO
RK\
910
CA
D\
20-S
HE
ET
S\
XS00_co
mpiled.d
gn
1:4
4:3
4
PM
8/15/2019
CZ
LO
C
CZ
LO
C
Ele
v. 62.63
Offset -69.98'
Offset -59.46'
Ele
v. 60.00
Ele
v. 60.00
Offset -54.46'
-4:1
Offset -38.23'
Ele
v. 64.06
-5.8%8.0' @
Ele
v. 64.52
Offset -30.23'
Ele
v. 65.98
Offset -5.00'
Ele
v. 66.04
12.1' @
Ele
v. 66.74
Offset 12.10'
-2.2%8.0' @
Ele
v. 66.57
Offset 20.10'
-2.2%6.1' @
Offset 26.17'
Ele
v. 66.43
Ele
v. 65.68
Offset 60.52'
4.5' @-2.2%
-4.0%8.0' @
12.0' @
Ele
v. 68.24
Offset 12.00'
Offset -38.91'
Ele
v. 66.19
Offset 0.00'
Offset -1.
00'
Ele
v. 65.98
4:1
10.5' @
Ele
v. 67.79
Offset -0.00'
Offset -29.95'
Ele
v. 66.67
18.0' @
-3.8%
Ele
v. 66.35
Offset -37.95'
17
5.8%
16.2' @
-5.8%1.0' @
Offset -6.00'
Ele
v. 65.93
-5.8%12.0' @
Ele
v. 65.23
Offset -18.00'
-5.8%12.2' @
3.8%
Ele
v. 68.53
Offset 41.
98'
-6:1
5.0'
ALEXIS DRIVE INTERSECTION
SEE GRADES & GEOMETRICS PLANSOffset -17.95'
Ele
v. 67.12
12.0' @
-3.8%
50
55
60
65
70
75
80
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80
STA. 38+50
50
55
60
65
70
75
80
55
60
65
70
75
80
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80
STA. 39+00
55
60
65
70
75
80
ER
W
8"W
8"G
8"W
(TO BE RELOCATED)DOT-E
SCALE
FEET
0 5 10 15CROSS SECTIONS
ALL UTILITY DEPTHS ESTIMATED FROM TEST HOLESINVESTIGATION.
EXISTING UTILITY LOCATIONS ARE ESTIMATED FROM SUBSURFACE UTILITY
NOTE:
AEC
CHAPMAN ROAD OVER I-95BR 1-714 ON
CONTRACT
T201507402
COUNTYDESIGNED BY:
CHECKED BY:
1-714 / 1-714ABRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.T. SINGLE
D. SEMPLE
P:\
60323054
DelD
OT
AG
R 167
2
BD
S\
T06 -
Rehab
Br.
1-7
14\
900
WO
RK\
910
CA
D\
20-S
HE
ET
S\
XS00_co
mpiled.d
gn
1:4
4:3
4
PM
8/15/2019
CZ
LO
C
CZ
CZ
Ele
v. 62.46
Offset -39.07'
Ele
v. 62.93
Offset -31.
07'
8.0' @
-5.8%
Ele
v. 64.44
Offset -5.00'
Ele
v. 64.50
13.7' @
Ele
v. 65.29
Offset 13.71'
8.0' @-2.2% -2.2%
Ele
v. 65.12
3.8' @
Offset 21.
71'
Ele
v. 65.03
Offset 25.49'
25.0' @-2.2%
Ele
v. 64.48
Offset 50.50'
Ele
v. 61.
04
Offset -40.50'
Ele
v. 61.
51
Offset -32.50'
8.0' @
-5.8%
12.0' @
-5.8%
Offset -5.00'
Ele
v. 63.10
Ele
v. 63.16
17.3' @
Ele
v. 64.16
Offset 17.26'
Ele
v. 63.98
Offset 25.32'
Ele
v. 63.92
Offset 28.32'
Ele
v. 63.62
Offset 41.
70'
8.1' @-2.2%
3.0' @-2.2% -2.2%
13.4' @
Offset 0.00'
Offset 0.00'
Ele
v. 63.10
Offset -1.
00'
Ele
v. 64.44
Offset -1.
00'
18
5.8%
5.8%
Offset -6.00'
Ele
v. 63.05
Offset -18.00'
Ele
v. 62.35
-5.8%14.5' @
-5.8%12.0' @
Offset -18.00'
Ele
v. 63.68
Offset -6.00'
Ele
v. 64.38
-5.8%13.1' @
Ele
v. 58.46
Offset -60.08'
4:1
12.2' @
Ele
v. 61.
52
Offset -72.32'
Ele
v. 58.46
Offset -55.08'
16.0' @
-4:1
Ele
v. 60.18
Offset -75.02'
Ele
v. 56.92
Offset -62.00'
Ele
v. 56.92
Offset -57.00'
-4:14:1
5.0'
5.0'
13.3' @ 16.5' @
50
55
60
65
70
75
80
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80
STA. 39+50
50
55
60
65
70
75
80
45
50
55
60
65
70
75
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80
STA. 40+00
45
50
55
60
65
70
75
COM
8"G
COM
8"G
SCALE
FEET
0 5 10 15CROSS SECTIONS
ALL UTILITY DEPTHS ESTIMATED FROM TEST HOLESINVESTIGATION.
EXISTING UTILITY LOCATIONS ARE ESTIMATED FROM SUBSURFACE UTILITY
NOTE:
AEC
CHAPMAN ROAD OVER I-95BR 1-714 ON
CONTRACT
T201507402
COUNTYDESIGNED BY:
CHECKED BY:
1-714 / 1-714ABRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.T. SINGLE
D. SEMPLE
P:\
60323054
DelD
OT
AG
R 167
2
BD
S\
T06 -
Rehab
Br.
1-7
14\
900
WO
RK\
910
CA
D\
20-S
HE
ET
S\
XS00_co
mpiled.d
gn
1:4
4:3
4
PM
8/15/2019
CZ
CZ
LO
C
CZ
CZ
LO
C
Ele
v. 59.13
Offset -45.12'
-5.3%8.0' @
Ele
v. 59.56
Offset -37.12'
-5.3%
Offset -10.25'
Ele
v. 60.99
Ele
v. 61.
11
2.2' @
-5.3%
23.1' @
Offset 23.12'
Ele
v. 62.35
10.2' @-2.7% -10:1
3.0' @
Offset 33.30'
Ele
v. 62.07
Ele
v. 61.
77
Offset 36.30'
-2:1
Ele
v. 59.80
Offset -42.53
8.0' @
-5.8%
Ele
v. 60.26
Offset -34.53'
12.0' @
-5.8%
Offset -5.00'
Ele
v. 61.
97
Ele
v. 62.03
20.8' @
Ele
v. 63.24
9.1' @
Offset 20.80'
-2.2%
Offset 29.88'
Ele
v. 63.04
3.0' @-6.1%
Ele
v. 62.86
Offset 32.88'
Ele
v. 62.80
Offset 33.88'
Offset 0.00'
19.1' @
Offset 0.00'
Ele
v. 62.69
Offset 34.09'
Ele
v. 50.69
Offset 59.26'
Ele
v. 61.
67
Offset 37.30'
-10:1
1.0' @
21.9' @
Ele
v. 61.
97
Offset -1.
00'
Ele
v. 61.
00
Offset -2.18'
19
5.8%
5.3%
Ele
v. 61.
49
Offset -8.27'
3.5' @-0.2%
Ele
v. 61.
50
Offset -4.69'
Ele
v. 60.99
Offset -18.00'
Ele
v. 61.
11
-5.3%
Offset -11.26'
6.7' @
Offset -6.00'
Ele
v. 61.
92
Offset -18.00'
Ele
v. 61.
22
-5.8%16.5' @
-4:115.2' @
Offset -57.73'
Ele
v. 56.00
Ele
v. 56.00
Offset -62.73'
Offset -75.74'
Ele
v. 59.25
4:1
Offset -72.96'
Ele
v. 58.58
Ele
v. 56.00
Offset -62.65'
Ele
v. 56.00
Offset -57.65'
-4:112.5' @
4:1
10.3' @
5.0'
5.0'
13.2' @
40
45
50
55
60
65
70
75
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80
STA. 40+50
40
45
50
55
60
65
70
75
40
45
50
55
60
65
70
75
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80
STA. 41+00
40
45
50
55
60
65
70
75
COM8"G
COM
8"G
SCALE
FEET
0 5 10 15CROSS SECTIONS
ALL UTILITY DEPTHS ESTIMATED FROM TEST HOLESINVESTIGATION.
EXISTING UTILITY LOCATIONS ARE ESTIMATED FROM SUBSURFACE UTILITY
NOTE:
AEC
CHAPMAN ROAD OVER I-95BR 1-714 ON
CONTRACT
T201507402
COUNTYDESIGNED BY:
CHECKED BY:
1-714 / 1-714ABRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.T. SINGLE
D. SEMPLE
P:\
60323054
DelD
OT
AG
R 167
2
BD
S\
T06 -
Rehab
Br.
1-7
14\
900
WO
RK\
910
CA
D\
20-S
HE
ET
S\
XS00_co
mpiled.d
gn
1:4
4:3
5
PM
8/15/2019
CZ
CZ
LO
C
CZ
CZ
LO
C
Offset -50.20'
Ele
v. 58.81
Ele
v. 59.82
Offset -14.94'
2.9' @
Ele
v. 59.98
12.0' @
Offset 24.00'
Ele
v. 60.10
-3.1%
11.6' @
Ele
v. 59.74
Offset 35.57'
-10:1
3.0' @
Offset 38.57'
Ele
v. 59.44
6.6' @-10:1
Ele
v. 58.78
Offset 45.19'
Ele
v. 58.91
Offset -47.80'
Ele
v. 60.12
Offset -14.54'
2.9' @
Ele
v. 60.40
12.0' @
Ele
v. 61.
10
Offset 24.00'
11.2' @-4.0%
Ele
v. 60.65
Ele
v. 60.35
3.0' @-10:1
Offset 38.24'
Offset 35.24'
Offset 0.00'
Offset 0.00'
Ele
v. 60.31
Offset -2.94'
Ele
v. 60.28
Offset 38.98'
20
2.9%2.9%
0.5%0.5%
8.0' @-1.9%
Offset -12.93'
Ele
v. 60.31
Ele
v. 60.46
Offset -4.93'
Ele
v. 60.62
Offset -12.54'
Ele
v. 60.81
Offset -4.94'
7.6' @
-2.5%
Ele
v. 60.04
0.5%12.0' @
Offset 12.00'
Ele
v. 60.75
2.9%12.0' @
Offset 12.00'
Ele
v. 59.67
Ele
v. 59.35
Ele
v. 58.96
Offset -19.00'
Offset -31.
00'
Offset -43.00'
Offset -15.54'
Ele
v. 60.04
Ele
v. 59.14
Offset -40.22'
Ele
v. 59.96
Offset -2.94'
40
45
50
55
60
65
70
75
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80
STA. 41+50
40
45
50
55
60
65
70
75
45
50
55
60
65
70
75
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80
STA. 42+00
45
50
55
60
65
70
75
COM
8"G
COM
8"G
SCALE
FEET
0 5 10 15CROSS SECTIONS
ALL UTILITY DEPTHS ESTIMATED FROM TEST HOLESINVESTIGATION.
EXISTING UTILITY LOCATIONS ARE ESTIMATED FROM SUBSURFACE UTILITY
NOTE:
AEC
CHAPMAN ROAD OVER I-95BR 1-714 ON
CONTRACT
T201507402
COUNTYDESIGNED BY:
CHECKED BY:
1-714 / 1-714ABRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.T. SINGLE
D. SEMPLE
P:\
60323054
DelD
OT
AG
R 167
2
BD
S\
T06 -
Rehab
Br.
1-7
14\
900
WO
RK\
910
CA
D\
20-S
HE
ET
S\
XS00_co
mpiled.d
gn
1:4
4:3
5
PM
8/15/2019
CZ CZ
LO
C
LO
C
CZ
CZ
LO
C LO
C
Ele
v. 59.05
Offset -54.00'
Offset -14.94'
Ele
v. 59.78
Offset 35.57'
Ele
v. 58.90
Ele
v. 59.27
Offset 35.57'
Ele
v. 59.72
Offset -14.94'
Offset -52.59'
Ele
v. 58.67
Ele
v. 59.84
Offset -2.94'
Ele
v. 59.91
Offset -2.94'
Ele
v. 59.85
Ele
v. 59.78
Offset 0.00'
Offset 0.00'
21
Ele
v. 60.22
Offset -12.94'
8.0' @-1.5%
Ele
v. 60.34
Offset -4.94'
Ele
v. 60.28
Offset -12.93'
8.0' @-1.7%
Ele
v. 60.41
Offset -4.94'
Offset 24.00'
Ele
v. 59.31
Ele
v. 59.23
Offset -43.00'
Ele
v. 59.15
Offset -43.00'
Offset 24.00'
Ele
v. 59.51
Ele
v. 59.55
Offset -19.00
Ele
v. 59.72
Ele
v. 59.34
Offset -31.
00
Offset 12.00'
Ele
v. 59.68
Offset 12.00'
Ele
v. 59.63
Ele
v. 59.37
Offset -31.
00'
Offset -19.00'
45
50
55
60
65
70
75
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80
STA. 42+50
45
50
55
60
65
70
75
45
50
55
60
65
70
75
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80
STA. 43+00
45
50
55
60
65
70
75
COM
8"G
COM
SCALE
FEET
0 5 10 15CROSS SECTIONS
ALL UTILITY DEPTHS ESTIMATED FROM TEST HOLESINVESTIGATION.
EXISTING UTILITY LOCATIONS ARE ESTIMATED FROM SUBSURFACE UTILITY
NOTE:
AEC
CHAPMAN ROAD OVER I-95BR 1-714 ON
CONTRACT
T201507402
COUNTYDESIGNED BY:
CHECKED BY:
1-714 / 1-714ABRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.T. SINGLE
D. SEMPLE
P:\
60323054
DelD
OT
AG
R 167
2
BD
S\
T06 -
Rehab
Br.
1-7
14\
900
WO
RK\
910
CA
D\
20-S
HE
ET
S\
XS00_co
mpiled.d
gn
1:4
4:3
5
PM
8/15/2019
CZ C
Z
LO
C
LO
C
CZ
CZ
LO
C
LO
C
Offset 35.57'
Ele
v. 59.39
Offset 35.57'
Ele
v. 59.15
Ele
v. 59.64
Offset -54.00'
Ele
v. 60.07
Offset -14.94'
Ele
v. 60.22
Offset -2.94'
Ele
v. 60.74
Offset -2.94'
Ele
v. 60.68
Ele
v. 60.16
Offset 0.00'
Offset 0.00'
22
Offset -12.94'
Ele
v. 60.57
8.0' @-1.9%
Offset -4.94'
Ele
v. 60.72
Ele
v. 59.54
Offset 24.00'
Ele
v. 59.86
Offset 12.00'
Ele
v. 59.84
Offset 24.00'
Ele
v. 60.31
Offset 12.00'
Ele
v. 60.07
Offset -19.00
Offset -31.
00
Ele
v. 60.05
Offset -43.00'
Ele
v. 59.90
50
55
60
65
70
75
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80
STA. 43+50
50
55
60
65
70
75
50
55
60
65
70
75
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80
STA. 44+00
50
55
60
65
70
75
SCALE
FEET
0 5 10 15CROSS SECTIONS
ALL UTILITY DEPTHS ESTIMATED FROM TEST HOLESINVESTIGATION.
EXISTING UTILITY LOCATIONS ARE ESTIMATED FROM SUBSURFACE UTILITY
NOTE:
AEC
CHAPMAN ROAD OVER I-95BR 1-714 ON
CONTRACT
T201507402
COUNTYDESIGNED BY:
CHECKED BY:
1-714 / 1-714ABRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.T. SINGLE
D. SEMPLE
P:\
60323054
DelD
OT
AG
R 167
2
BD
S\
T06 -
Rehab
Br.
1-7
14\
900
WO
RK\
910
CA
D\
20-S
HE
ET
S\
XS00_co
mpiled.d
gn
1:4
4:3
6
PM
8/15/2019
CZ
CZLO
C
LO
C
LO
C
LO
C