22
UNITS U.S. CUSTOMARY M.R. #: DEPARTMENT OF TRANSPORTATION THE STATE OF DELAWARE CONTRACT NUMBER: FEDERAL AID PROJECT NUMBER: COUNTY: OVER I-95 BR 1-714 ON CHAPMAN ROAD T201507402 NEW CASTLE 347 BHN-N347(03) 8/ 15/ 2019 L AST REVI SED: P:\60323054 DEL DOT AGR 1672 BDS\T06 - REHAB BR. 1 - 714\900 W ORK\910 CAD\20- SHEETS\XS_ TC. DGN CROSS SECTIONS FOR: CROSS SECTION INDEX CHAPMAN ROAD 24+50 TO STATION 44+00 STATION 2 - 22 SHEETS 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.

BR 1-714 ON CHAPMAN ROAD OVER I-95gssdocs.deldot.delaware.gov/bids/T201507402 - Cross Sections.pdf · chapman road over i-95 br 1-714 on contract t201507402 county designed by: checked

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Page 1: BR 1-714 ON CHAPMAN ROAD OVER I-95gssdocs.deldot.delaware.gov/bids/T201507402 - Cross Sections.pdf · chapman road over i-95 br 1-714 on contract t201507402 county designed by: checked

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.

Page 2: BR 1-714 ON CHAPMAN ROAD OVER I-95gssdocs.deldot.delaware.gov/bids/T201507402 - Cross Sections.pdf · chapman road over i-95 br 1-714 on contract t201507402 county designed by: checked

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

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20-S

HE

ET

S\

XS00_co

mpiled.d

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1:4

4:2

9

PM

8/15/2019

Page 3: BR 1-714 ON CHAPMAN ROAD OVER I-95gssdocs.deldot.delaware.gov/bids/T201507402 - Cross Sections.pdf · chapman road over i-95 br 1-714 on contract t201507402 county designed by: checked

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

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20-S

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mpiled.d

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Page 4: BR 1-714 ON CHAPMAN ROAD OVER I-95gssdocs.deldot.delaware.gov/bids/T201507402 - Cross Sections.pdf · chapman road over i-95 br 1-714 on contract t201507402 county designed by: checked

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

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1:4

4:3

0

PM

8/15/2019

18"

LO

CL

OC

Page 5: BR 1-714 ON CHAPMAN ROAD OVER I-95gssdocs.deldot.delaware.gov/bids/T201507402 - Cross Sections.pdf · chapman road over i-95 br 1-714 on contract t201507402 county designed by: checked

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

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mpiled.d

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BANKDUCTDP-E

BANKDUCTDP-E

Page 6: BR 1-714 ON CHAPMAN ROAD OVER I-95gssdocs.deldot.delaware.gov/bids/T201507402 - Cross Sections.pdf · chapman road over i-95 br 1-714 on contract t201507402 county designed by: checked

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

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20-S

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BANKDUCTDP-E

BANKDUCTDP-E

Page 7: BR 1-714 ON CHAPMAN ROAD OVER I-95gssdocs.deldot.delaware.gov/bids/T201507402 - Cross Sections.pdf · chapman road over i-95 br 1-714 on contract t201507402 county designed by: checked

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

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DP-E

DP-E

Page 8: BR 1-714 ON CHAPMAN ROAD OVER I-95gssdocs.deldot.delaware.gov/bids/T201507402 - Cross Sections.pdf · chapman road over i-95 br 1-714 on contract t201507402 county designed by: checked

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

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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:\

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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

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85

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95

55

60

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85

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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

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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

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R 167

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14\

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WO

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Page 10: BR 1-714 ON CHAPMAN ROAD OVER I-95gssdocs.deldot.delaware.gov/bids/T201507402 - Cross Sections.pdf · chapman road over i-95 br 1-714 on contract t201507402 county designed by: checked

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

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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

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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

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11

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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

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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

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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

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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

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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

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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\

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Rehab

Br.

1-7

14\

900

WO

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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

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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

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75

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85

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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

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1-7

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Page 14: BR 1-714 ON CHAPMAN ROAD OVER I-95gssdocs.deldot.delaware.gov/bids/T201507402 - Cross Sections.pdf · chapman road over i-95 br 1-714 on contract t201507402 county designed by: checked

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

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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

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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

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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

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R 167

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S\

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Br.

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Page 18: BR 1-714 ON CHAPMAN ROAD OVER I-95gssdocs.deldot.delaware.gov/bids/T201507402 - Cross Sections.pdf · chapman road over i-95 br 1-714 on contract t201507402 county designed by: checked

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

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Page 19: BR 1-714 ON CHAPMAN ROAD OVER I-95gssdocs.deldot.delaware.gov/bids/T201507402 - Cross Sections.pdf · chapman road over i-95 br 1-714 on contract t201507402 county designed by: checked

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\

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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

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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

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Page 22: BR 1-714 ON CHAPMAN ROAD OVER I-95gssdocs.deldot.delaware.gov/bids/T201507402 - Cross Sections.pdf · chapman road over i-95 br 1-714 on contract t201507402 county designed by: checked

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

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