Design File and Plot Substitution informationmydocs.dot.ga.gov/info/publicdownloads/Downloads/Pamela...

(770) 263-5945

Moreland AltobelliAssociates, Inc.

01

MAINLINE PLAN

13-

MAT

CHLI

NE ST

A 1148+00

I-85 DESIGN BUILD ATC 1

SA

WMILL DRIVE

4’ FIELD WIR

E FENCE

4’ FIELD WIRE

FENCE

CP#24

CP#25

Z: 1077.14

DESC: 3/4" REBAR

CP#25

N: 1469595.405

E: 2336417.873

BM#80

BM#80

ELEV: 1077.14

DESC: 3/4" REBAR

FLAG

UB

GU

Y

GU

Y

GU

Y

DI

DI

DI

FLAGFLAG

DI

DI

O/H

UB

SIGN

SIGN

SIGN

SIGN

SIGN

7-171-006

CARRIAGE HILL ASSOCIATES, INC.

N/F

7-171-024

N/F

JAMES CAMPBELL COMPANY LLC

REVISION DATES

DRAWING No.

DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA

6/11/2015

USER:bpadgett

GPLOT-V8

gplotborder-v8i-PO.tbl

110600CP01ATC.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS

Design File and Plot Substitution information

OFFICE:

10:41:49 AM

GPLN

STATE

GA

01/26/2015

50 100 200

SCALE IN FEET

0

SA

WMILL DRIVE

1135+00

1140+00

1145+00

2145+00

2140+00

2135+00

STA. 1134+80.15 76.01’LT

BEGIN BARRIER TYPE 2S STA. 1140+60.00 76.01’LT

END BARRIER TYPE 2S

PT 1138+51.39

INTERSTATE 85 NORTH

INTERSTATE 85

SOUTH

3005+00

3010+00

POB 3000+00.00

P.C. 3009+57.45

I-85 NORTH ATC HOT LANE

NBS

W24

NBS

W26

MAT

CHLI

NE ST

A 1163+00

MAT

CHLI

NE ST

A 1148+00

(770) 263-5945


02

MAINLINE PLAN

13-


INTERSTATE 85 NORTH

INTERSTATE 85

SOUTH

INTERSTATE 85 SO

UTH

INTERSTATE 85 NORTH

4’ FIELD WIRE FENCE



4’ FIE

LD WIR

E FENC

E

CP#26

O/H

GU

Y

DI

GU

Y

SIGN

SIGN

7-171-010

7-171-008

JOSEPH E. CHEELEY, JR.

N/F

FLORA B ADKISON

REVISION DATES

DRAWING No.


6/11/2015

USER:bpadgett

GPLOT-V8



TOTAL SHEETS


OFFICE:

10:45:15 AM

GPLN

STATE

GA

01/26/2015

50 100 200

SCALE IN FEET

0

INTERSTATE 85 NORTH

INTERSTATE 85 SOUTH

INTERSTATE 85 NORTH

INTERSTATE 85

SOUTH

1150+00

1155+00

1160+00

4005+00

4010+00

2155+00

2160+00

2150+00

PC 1152+28.87

POB 4000+00.00

PC 2156+60.53

PI 2154+50.00

PC 4010+05.25

INTERSTATE 85 SOUTH

INTERSTATE 9

85 SOUTH

INTERSTATE 985 S

OUTH

STA. 1161+01.73 116.30’LT

END BARRIER TYPE 2S

STA. 1158+93.85 103.89’LT

BEGIN BARRIER TYPE 2S

9000+00

PC 9004+05.0

6

3015+00

3020+00

3025+00

P.T. 3012+07.28

P.C. 3025+97.46


ESA-25’

STREAM BUFFE

R

ESA-25

’ STRE

AM BUFF

ER

PS29PS29

NBS

W27

NBS

W27

IS27A

24"

MAT

CHLI

NE ST

A 1178+00

MAT

CHLI

NE ST

A 1163+00

(770) 263-5945


03

MAINLINE PLAN

13-


INTERSTATE

985 NORTH

INTERSTA

TE 985 S

OUTH

INTERSTATE 85 SOUTH

INTERSTATE 85 SOUTH

INTERSTATE 85 NORTH

INTE

RSTA

TE 9

85 N

ORTH


4’ FIE

LD WIR

E FENC

E

CP#27

CP#28

BM#81

BM#82

GUY

INTERSTATE 85 NORTH


LL171 LL172

REVISION DATES

DRAWING No.


6/11/2015

USER:bpadgett

GPLOT-V8



TOTAL SHEETS


OFFICE:

10:49:06 AM

GPLN

STATE

GA

01/26/2015

50 100 200

SCALE IN FEET

0

INTE

RSTA

TE 9

85 N

ORTH

INTERSTATE

985 NORTH

INTERSTATE 85 NORTH

INTERSTATE 85 SOUTH

INTERSTA

TE 985 S

OUTH

1165+00

1170+00

1175+00

4015+00

4020+00

2165+00

2170+00

2175+00

PCC 1164+20.22 PT 1175+04.18

PT 4019+07.32

STA. 1165+00.00 9.48’RT

BEG BARRIER TYPE 2S

STA. 1177+00.00 16.62’RT

END BARRIER TYPE 2S

INTERSTATE 85 SOUTH

INTERSTATE 85 NORTH

INTERSTATE 85 NORTH

INTERSTATE 85 SOUTH

INTERSTATE 9

85 SOUTH

9005+00

9010

+00

9015

+00

9017

+16

PC 9004+05.0

6

PT

9012

+84.80

3030+00

3035+00

3040+00

P.C. 3025+97.46

P.C.C. 3031+73.06

P.C.C. 3034+83.71

P.T. 3041+93.76

STA. 1171+75.67 57.58’RT

BEG

MSE

WALL

BEG MSE WALL

END MSE WALL

BEG MSE WALL

END MSE WALL


ESA-25’ STREAM BUFFER

ESA-WETL

AND BOUNDARY

ESA-WETLAND BOUNDARY

ESA-WETLAND BOUNDARY

ESA-25’ STREA

M BUFFER


BOUNDARY

ESA-

WETLAND

BOUNDARY

ESA-

WETLAND

PS29

PS28

PS28

PS40

PS28

PS40

PS40

NBS

W28C

NBS

W28C

NBS

W31

NBS

W33

NBS

W34

WL32

WL35

WL39 W

L41

WL32

18"

MAT

CHLI

NE ST

A 1178+00

MAT

CHLI

NE ST

A 1193+00

(770) 263-5945


04

MAINLINE PLAN

13-


INTERSTATE 85 SOUTH

INTERSTATE 85 NORTH



6’ CHAN LINK FENCE

CP#29

CP#29N: 1472587.336E: 2339945.807Z: 1026.15

DESC: 3/4" REBAR

EJB

EJBEJB

SIGN

INTERSTATE 85 NORTH

INTERSTATE 85 SOUTH


CP=5N=1472587.336

E=2339945.807

DESC=�"REBAR

ELEV=1023.15

REVISION DATES

DRAWING No.


6/11/2015

USER:bpadgett

GPLOT-V8



TOTAL SHEETS


OFFICE:

10:51:35 AM

GPLN

STATE

GA

01/26/2015

50 100 200

SCALE IN FEET

0

INTERSTATE 85 SOUTH

INTERSTATE 85 NORTH

INTERSTATE 85 SOUTH

INTERSTATE 85 NORTH

1180+00

1185+00

1190+00

2180+00

2185+00

2190+00

3045+00

3050+00

3055+00

P.T. 3041+93.76

P.C. 3045+65.57

P.T. 3049+73.31

STA. 1178+62.64 79.28’RT

END MSE WALL



ESA-

WETL

AND

BOUN

DARY

ESA-25’ STREA

M BUFFER

IS40A

WL41

MAT

CHLI

NE ST

A 1193+00

(770) 263-5945


05

MAINLINE PLAN

13-


INTERSTATE 85 SOUTH

INTERSTATE 85 NORTH



SIGN

SIGN

SIGN

HEAVY FOLIAGE

HEAVY FOLIAGE

HEAVY FOLIAGE

N=1473134.754

E=2340305.986

ELEV=1007.57

DESC=�"REBAR

CP=105

N=1473168.573

E=2340841.220

ELEV=1013.64

DESC=�"REBAR

CP=6

REVISION DATES

DRAWING No.


6/11/2015

USER:bpadgett

GPLOT-V8



TOTAL SHEETS


OFFICE:

10:54:29 AM

GPLN

STATE

GA

01/26/2015

50 100 200

SCALE IN FEET

0

INTERSTATE 85 SOUTH

INTERSTATE 85 NORTH

1195+00

1200+00

1205+00

2195+00

2200+00

2205+00

PC 1198+69.64

STA. 1193+00.00 125.43’RT

END BARRIER TYPE 2S

3060+00


ESA-25’ STREA

M BUFFER

ESA-25’ STREA

M BUFFER

ESA-25’ STREA

M BUFFER

ESA-25’ STREA

M BUFFER

IS45

IS45

PS37A

PS37A

PS37A

(770) 263-5945


1" = 50’ HORIZ

1" = 10’ VERT

I-85 ATC HOT LANE

MAINLINE PROFILE

15- 01

980

990

1000

1010

1020

1030

1040

1050

1060

1070

1080

1090

11001100

REVISION DATES

DRAWING No.


6/10/2015

USER:bpadgett

GPLOT-V8


110600PR01.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS

OFFICE:

11:36:02 AM

GPLN

STATE

GA

01/26/2015

3000+00 3001+00 3002+00 3003+00 3004+00 3005+00 3006+00 3007+00 3008+00 3009+00 3010+00 3011+00 3012+00 3013+00 3014+00 3015+00

PVI 3000+00.00

PVI EL=1088.70

PV

C 3005+19.97

PV

C EL=1080.24

PVI 3006+69.97

PVI EL=1077.80

PVT 3008+19.97

PVT EL=1073.30

-1.6269%

-2.9987%

300.00 VC

K = 218.70

1088.70

1087.89

1087.07

1086.26

1085.45

1084.63

1083.82

1083.01

1082.19

1081.38

1080.57

1079.73

1078.79

1077.74

1076.57

1075.29

1073.89

1072.40

1070.90

1069.40

1067.90

1066.40

1064.90

1063.41

1061.91

1060.41

1058.91

1057.41

1055.91

1054.41

1052.91

1088.58

1087.98

1087.32

1086.27

1085.46

1084.44

1083.49

1082.13

1080.82

1079.55

1078.62

1077.06

1075.25

1074.08

1072.81

1071.32

1070.51

1069.48

1068.88

1068.46

1067.14

1066.21

1068.75

1067.88

1066.38

1065.75

1065.21

1064.53

1064.01

1063.02

1056.60

(770) 263-5945


1" = 50’ HORIZ

1" = 10’ VERT

I-85 ATC HOT LANE

MAINLINE PROFILE

15- 02

980

990

1000

1010

1020

1030

1040

1050

1060

1070

1080

1090

11001100

REVISION DATES

DRAWING No.


6/10/2015

USER:bpadgett

GPLOT-V8



TOTAL SHEETS

OFFICE:

11:34:42 AM

GPLN

STATE

GA

01/26/2015

3015+00 3016+00 3017+00 3018+00 3019+00 3020+00 3021+00 3022+00 3023+00 3024+00 3025+00 3026+00 3027+00 3028+00 3029+00 3030+00

PV

C 3019+00.44

PV

C EL=1040.90

PVI 3025+17.44

PVI EL=1022.40

1234.00 VC

K = 755.94

1052.91

1051.41

1049.91

1048.41

1046.91

1045.41

1043.91

1042.41

1040.92

1039.43

1037.98

1036.57

1035.18

1033.83

1032.51

1031.23

1029.98

1028.76

1027.57

1026.42

1025.30

1024.21

1023.16

1022.14

1021.15

1020.20

1019.28

1018.39

1017.54

1016.71

1015.93

1056.60

1050.17

1051.66

1057.73

1054.93

1050.00

1047.94

1050.52

1052.18

1052.47

1051.33

1049.95

1048.05

1045.41

1041.04

1036.91

1032.91

1028.66

1024.44

1022.17

1021.83

1022.61

1022.60

1021.82

1021.08

1019.88

1018.65

1017.51

1016.31

1015.25

1013.89

(770) 263-5945


1" = 50’ HORIZ

1" = 10’ VERT

I-85 ATC HOT LANE

MAINLINE PROFILE

15- 03

980

990

1000

1010

1020

1030

1040

1050

1060

1070

1080

1090

11001100

REVISION DATES

DRAWING No.


6/10/2015

USER:bpadgett

GPLOT-V8



TOTAL SHEETS

OFFICE:

11:33:22 AM

GPLN

STATE

GA

01/26/2015

3030+00 3031+00 3032+00 3033+00 3034+00 3035+00 3036+00 3037+00 3038+00 3039+00 3040+00 3041+00 3042+00 3043+00 3044+00 3045+00

PVT 3031+34.44

PVT EL=1013.97

PV

C 3035+38.90

PV

C EL=1009.91

VL

OW 3037+23.99

Elev 1009.36

PVI 3039+12.90

PVI EL=1007.70

PVT 3042+86.90

PVT EL=1014.42

748.00 VC

K = 313.23

GRAPHIC GRADE (I-85 PROFILE)

1015.93

1015.17

1014.45

1013.81

1013.31

1012.81

1012.31

1011.81

1011.30

1010.80

1010.30

1009.85

1009.61

1009.45

1009.37

1009.37

1009.46

1009.62

1009.86

1010.18

1010.58

1011.06

1011.62

1012.26

1012.98

1013.78

1014.66

1015.56

1016.45

1017.35

1018.25

1013.89

1012.56

1010.96

1009.49

1007.93

1002.91

988.90

985.62

986.41

988.64

996.73

996.41

995.61

995.80

996.17

996.02

996.32

996.59

996.53

995.20

994.23

994.39

994.42

992.14

991.20

991.07

987.94

990.50

994.52

999.74

1004.23

(770) 263-5945


1" = 50’ HORIZ

1" = 10’ VERT

I-85 ATC HOT LANE

MAINLINE PROFILE

15- 04

980

990

1000

1010

1020

1030

1040

1050

1060

1070

1080

1090

11001100

REVISION DATES

DRAWING No.


6/10/2015

USER:bpadgett

GPLOT-V8



TOTAL SHEETS

OFFICE:

11:32:13 AM

GPLN

STATE

GA

01/26/2015

3045+00 3046+00 3047+00 3048+00 3049+00 3050+00 3051+00 3052+00 3053+00 3054+00 3055+00 3056+00 3057+00 3058+00 3059+00 3060+00

PV

C 3048+56.71

PV

C EL=1024.66

VHI

GH 3053+17.68

EL= 1028.80

PVI 3053+20.71

PVI EL=1033.00

PVT 3057+84.71

PVT EL=1024.55

1.7971%-1.8207%

928.00 VC

K = 256.51

1018.25

1019.15

1020.05

1020.95

1021.85

1022.74

1023.64

1024.54

1025.40

1026.17

1026.84

1027.41

1027.88

1028.26

1028.53

1028.71

1028.80

1028.78

1028.67

1028.46

1028.16

1027.75

1027.25

1026.65

1025.95

1025.16

1024.27

1023.36

1022.45

1021.54

1020.63

1004.23

1010.50

1014.57

1021.06

1027.39

1027.15

1033.92

1035.10

1037.83

1038.29

1037.99

1038.20

1037.63

1036.38

1035.80

1034.12

1033.92

1033.06

1033.23

1032.88

1031.55

1029.48

1025.69

1022.56

1020.13

1019.79

1019.11

1019.83

1019.71

1019.96

1019.73

(770) 263-5945


1" = 50’ HORIZ

1" = 10’ VERT

I-85 ATC HOT LANE

MAINLINE PROFILE

15- 05

980

990

1000

1010

1020

1030

1040

1050

1060

1070

1080

1090

11001100

REVISION DATES

DRAWING No.


6/10/2015

USER:bpadgett

GPLOT-V8



TOTAL SHEETS

OFFICE:

11:29:07 AM

GPLN

STATE

GA

01/26/2015

980

990

1000

1010

1020

1030

1040

1050

1060

1070

1080

1090

11001100

3060+00 3061+00 3062+00 3063+00

PVI 3062+65.38

PVI EL=1015.80

-1.8207%

1020.63

1019.72

1018.81

1017.90

1016.99

1016.08

1019.73

1018.46

1016.98

1015.79

1014.34

1013.24

(770) 263-5945


1" = 50’ HORIZ

1" = 10’ VERT

I-85 SOUTH

MAINLINE PROFILE

15- 06

980

990

1000

1010

1020

1030

1040

1050

1060

1070

1080

1090

11001100

REVISION DATES

DRAWING No.


6/10/2015

USER:bpadgett

GPLOT-V8



TOTAL SHEETS

OFFICE:

1:54:18 PM

GPLN

STATE

GA

01/26/2015

1159+00 1160+00 1161+00 1162+00 1163+00 1164+00 1165+00 1166+00 1167+00 1168+00 1169+00 1170+00 1171+00 1172+00 1173+00 1174+00

PV

C 1161+71.95

PV

C EL=1027.18

PVI 1170+76.95

PVI EL=1003.27

1810.00 VC

K = 490.49

STA. 1170+02.34

POINT OF MIN VERTICAL CLEARANCE (EL. = 1012.271)

1034.37

1033.05

1031.73

1030.41

1029.08

1027.76

1026.45

1025.18

1023.97

1022.80

1021.69

1020.62

1019.61

1018.65

1017.74

1016.88

1016.07

1015.32

1014.61

1013.95

1013.35

1012.80

1012.29

1011.84

1011.44

1011.09

1010.79

1010.54

1010.35

1010.20

1010.11

1034.35

1032.98

1031.60

1030.25

1028.91

1027.59

1026.26

1024.93

1023.71

1022.47

1021.20

1020.01

1018.76

1017.52

1016.19

1014.86

1013.57

1012.23

1010.89

1009.64

1008.46

1001.91

985.50

984.14

987.46

1002.06

1005.40

1005.58

1005.92

1006.28

1006.66

(770) 263-5945


1" = 50’ HORIZ

1" = 10’ VERT

I-85 SOUTH

MAINLINE PROFILE

15- 07

980

990

1000

1010

1020

1030

1040

1050

1060

1070

1080

1090

11001100

REVISION DATES

DRAWING No.


6/10/2015

USER:bpadgett

GPLOT-V8



TOTAL SHEETS

OFFICE:

1:55:54 PM

GPLN

STATE

GA

01/26/2015

1174+00 1175+00 1176+00 1177+00 1178+00 1179+00 1180+00 1181+00 1182+00 1183+00 1184+00 1185+00 1186+00 1187+00 1188+00 1189+00

VL

OW 1174+68.00

Elev 1010.06

PVT 1179+81.95

PVT EL=1012.75

PV

C 1184+02.22

PV

C EL=1017.16

VHI

GH 1187+16.41

EL= 1018.80

PVI 1188+52.22

PVI EL=1021.87

1.0478%

900.00 VC

K = 299.85

1010.11

1010.06

1010.07

1010.13

1010.24

1010.40

1010.61

1010.87

1011.18

1011.55

1011.96

1012.43

1012.94

1013.47

1013.99

1014.51

1015.04

1015.56

1016.09

1016.61

1017.13

1017.62

1018.02

1018.34

1018.58

1018.73

1018.80

1018.78

1018.69

1018.51

1018.24

1006.66

1007.11

1007.66

1008.20

1008.70

1009.23

1009.82

1010.38

1010.87

1011.36

1011.93

1012.48

1013.00

1013.57

1014.05

1014.52

1015.05

1015.63

1016.12

1016.61

1017.13

1017.57

1018.02

1018.30

1018.49

1018.68

1018.78

1018.76

1018.70

1018.54

1018.28

EARTHWORK CROSS SECTIONS

23-

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360-20-40-60-80-100-120-140-160-180-200-220-240

1136+001030

1040

1050

1060

1070

1080

1090

1100

1110

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360-20-40-60-80-100-120-140-160-180-200-220-240

1137+001030

1040

1050

1060

1070

1080

1090

1100

5/13/2015

USER:bpadgett

GPLOT-V8


P:\Design Build Projects\I-85 Express Lanes\MA Alternatives\ATC 1\Final ATC Cross Sections.dgn

1:21:29 PM

STATE

GA

I-85 HOT LANE ATC 1 1


23-

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360-20-40-60-80-100-120-140-160-180-200-220-240

1138+001030

1040

1050

1060

1070

1080

1090

1100

1110

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360-20-40-60-80-100-120-140-160-180-200-220-240

1139+001030

1040

1050

1060

1070

1080

1090

5/13/2015

USER:bpadgett

GPLOT-V8



1:23:07 PM

STATE

GA



23-

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360-20-40-60-80-100-120-140-160-180-200-220-240

1140+001030

1040

1050

1060

1070

1080

1090

1100

1110

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360-20-40-60-80-100-120-140-160-180-200-220-240

1141+001030

1040

1050

1060

1070

1080

1090

5/13/2015

USER:bpadgett

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USER:bpadgett

GPLOT-V8



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USER:bpadgett

GPLOT-V8



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USER:bpadgett

GPLOT-V8



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USER:bpadgett

GPLOT-V8



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USER:bpadgett

GPLOT-V8



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USER:bpadgett

GPLOT-V8



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USER:bpadgett

GPLOT-V8



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USER:bpadgett

GPLOT-V8



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USER:bpadgett

GPLOT-V8



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USER:bpadgett

GPLOT-V8



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USER:bpadgett

GPLOT-V8



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USER:bpadgett

GPLOT-V8



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USER:bpadgett

GPLOT-V8



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USER:bpadgett

GPLOT-V8



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USER:bpadgett

GPLOT-V8



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USER:bpadgett

GPLOT-V8



4:20:08 PM

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USER:bpadgett

GPLOT-V8



10:00:21 AM

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USER:bpadgett

GPLOT-V8



4:20:30 PM

STATE

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USER:bpadgett

GPLOT-V8



4:21:04 PM

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USER:bpadgett

GPLOT-V8



10:01:26 AM

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USER:bpadgett

GPLOT-V8



4:22:25 PM

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USER:bpadgett

GPLOT-V8



4:23:56 PM

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USER:bpadgett

GPLOT-V8



10:02:37 AM

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USER:bpadgett

GPLOT-V8



10:03:06 AM

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USER:bpadgett

GPLOT-V8



3:33:16 PM

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USER:bpadgett

GPLOT-V8



3:33:42 PM

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USER:bpadgett

GPLOT-V8



3:34:12 PM

STATE

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USER:bpadgett

GPLOT-V8



3:34:54 PM

STATE

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5/22/2015

USER:bpadgett

GPLOT-V8



3:35:16 PM

STATE

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5/22/2015

USER:bpadgett

GPLOT-V8



3:35:38 PM

STATE

GA


...\Bridge0101pe_notparallel.dgn 5/14/2015 2:17:03 PM

...\Bridge 1\Bridge0103ts.dgn 5/14/2015 2:17:29 PM

Date post:	07-Dec-2018
Category:	Documents
Upload:	truongkhuong
View:	216 times
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Design File and Plot Substitution informationmydocs.dot.ga.gov/info/publicdownloads/Downloads/Pamela...

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