CSNHS-0008-00(430)

PROJECT

TS

AT

E

O GFE

O

RG

IA

1776

C

ONSTITUTIO

N

JUSTICE OM DER

ATIONDOM

WIS

1000 2000

SCALE IN FEET

0 500

RAMP A STA.100+00.00LIMIT OF CONSTRUCTION

RAMP D STA.400+00.00LIMIT OF CONSTRUCTION

RAMP B STA.225+88.76LIMIT OF CONSTRUCTION

ACCESS RD B STA.834+65.65LIMIT OF CONSTRUCTION

SR 316 SR 11

STA. 10+90.00GIFTON THOMAS RDLIMIT OF CONSTRUCTION

SR 11 MP 2.59STA. 500+00.00BEGIN CONSTRUCTIONCSNHS-0008-00(430)BEGIN PROJECT

ACCESS RD A STA.802+97.35LIMIT OF CONSTRUCTION

RAMP C STA.318+68.31 LIMIT OF CONSTRUCTION

500+00

505+00

510+00

515+00

520+0

0

525+0

0

530+0

0

535+0

0

540+0

0

STA. 520+40.28BEGIN BRIDGE

STA. 522+80.90END BRIDGE

17

17

17A

17A

6

6A

6

6C

6B

17

21

21A

22

22

23

29D

29D

29D

2

2

17

3

5A

4

5B

1A

1A

1

4

4

2

4

5

58

58

7

7

19

8

11

20

9

10

120

6A

5

2

17

17

9/16/2014

USER:rgraham

GPLOT-V8

gplotborder-V8i-PO.tbl

M:\0008430 SR 316 @ SR 11\Design\DGNs\0008430_01-001.dgn

GRWCOV

SHEET NO.PROJECT NUMBER

CSNHS-0008-00(430)

TOTAL SHEETSSTATE

GA

MILES

DATE

FEDERAL AID PROJECT

DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA

PLANS COMPLETED - -

REVISIONS

CSNHS-0008-00(430)

0.806

0.045

0.851

FEDERAL ROUTE #

STATE ROUTE #

P.I. NO.

29

316/11

0008430

PLAN AND PROFILE OF PROPOSED

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

0.000

0.851

LENGTH OF PROJECT

SUBMITTED BY:

PREPARED BY:

RECOMMENDED FOR

SUBMISSION BY:

TRAFFIC A.D.T.:

TRAFFIC A.D.T.:

TRAFFIC D.H.V.:

DIRECTIONAL DIST:

24 HR.TRUCKS %:

% TRUCKS:

DESIGN DATA:

SR 316/US 29 @ SR 11

INTERCHANGE

LOCATION SKETCH

DESIGNED IN ENGLISH UNITS.

PROJECT DESIGNATION:

COUNTY No.13

CHIEF ENGINEER

DESIGN ENGINEER

CONCOV

44,600 (2040) 21,450

SR 316 65 MPH

5/20/2011

DRAWING No.

01-0001SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.

OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS SPECIFICALLY DIRECTED TO

SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND THE DEPARTMENT

FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE

INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON

THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS OR IN ANYWAY

THE DEPARTMENT OF TRANSPORTATION.

STATE HIGHWAY DEPARTMENT OF GEORGIA, AND SHALL BE DEEMED TO MEAN

DEPARTMENT ", OR " DEPARTMENT " WHEN THE CONTEXT THEREOF MEANS THE

HIGHWAY DEPARTMENT ", GEORGIA STATE HIGHWAY DEPARTMENT ", " HIGHWAY

WITH THIS DOCUMENT, TO " STATE HIGHWAY DEPARTMENT OF GEORGIA ", "STATE

DOCUMENTS, DRAWINGS, OR PHOTOGRAPHS USED, OR TO BE USED IN CONNECTION

ALL REFERENCES IN THIS DOCUMENT, WHICH INCLUDES ALL PAPERS, WRITINGS,

NOTE :

APPROVAL DATE:

LOCATION & DESIGN

OF 1988.

AMERICAN VERTICAL DATUM (NAVD)

1983)/94 WEST ZONE, AND THE NORTH

COORDINATE SYSTEM OF 1984 (NAD

USING THE HORIZONTAL GEORGIA

THIS PROJECT HAS BEEN PREPARED

100% IN CONG. DIST. NO. 10.

BARROW COUNTY AND IS

THIS PROJECT IS 100% IN

SR 316 - RURAL PRINCIPAL ARTERIAL

FUNCTIONAL CLASS:

SR 11 - RURAL MINOR ARTERIAL

SR 11 55 MPH

RAMPS 45 MPH

ACCESS RDS 25 MPH

BARROW

CSNHS-0008-00(430)

Project No.

DESIGN GROUP MANAGER

STATE ROADWAY DESIGN ENGINEER

30,000 (2020) 14,500

1,490 (ONE WAY) 815

52/48 57/43

9.0% 10.0%

7.0% 7.5%

SPEED DESIGN:

SR 11 MP 3.44 STA. 544+90.70END CONSTRUCTIONCSNHS-0008-00(430)END PROJECT

REVISION DATES

DRAWING No.

DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA

12/15/2014

USER:rgraham

GPLOT-V8

gplotborder-V8i-PO.tbl

0008430_05.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS

OFFICE: ROADWAY DESIGN

TYPICAL SECTIONS

P.I. NO. 0008430

05-0001

CSNHS-0008-00(430)

1:02:34 PM

GPLN

STATE

GA

12/14/2012

GEORGIA

TRANSPORTATION

OF

DEPARTMENT

2:1

MAX

4:1

6%6%

4:1

Profile Grade

2% 2%

10’-0" 10’-0" 4’-0"

TANGENT SECTION

CL

0’-0" TO 12’-0"

VARIES

0’-0" TO 12’-0"

VARIES

12’-0" TO 24’-0"

VARIES

Travel Lane

12’-0" TO 24’-0"

VARIES

Travel LaneTurn Lane Turn LaneShoulder Shoulder

6’-6"

Shoulder

Paved

6’-6"

Shoulder

Paved

A

B

C

F

A

B

C

F

TYPICAL SECTION #1

TYPICAL SECTION #2

NO SCALE

SLOPE CUT FILL

SLOPE CONTROLS

4:1

2:1 OVER 10’

0-10’

ALL

GP 2 ONLY, INCL BITUM MATL & H LIME165 LB/SY RECYCLED ASPH CONC 12.5 MM SUPERPAVE,

GP 1 OR 2 ONLY, INCL BITUM MATL & H LIME220 LB/SY RECYCLED ASPH CONC 19 MM SUPERPAVE,

10 IN GR AGGR BASE CRS, INCL MATL

12 IN GR AGGR BASE CRS, INCL MATL

A

B

C

D

E

F

GP 1 OR 2 ONLY, INCL BITUM MATL & H LIME770 LB/SY RECYCLED ASPH CONC 25 MM SUPERPAVE,

PLAIN PC CONC PVMT, CL 1 CONC, 10.5 INCH THICK

Profile Grade

Travel Lane Travel Lane

12’-0" 4’-0"

TANGENT SECTION

CL

12’-0" 12’-0"

A A

VARIES

STA 524+23.29 TO STA 544+50.00

STA 518+91.33 TO STA 519+01.89

STA 501+50.00 TO STA 506+68.15

SR 11

A

B

C

F

A

B

C

F

4:14:1

2:1

MAX

Shoulder

2’-0" TO 6-6"

VARIES

Shoulder

2’-0" TO 6-6"

VARIES

MATCH EXISTING MATCH EXISTING

STA 10+86.71 TO STA 11+01.00GIFTON THOMAS ROAD

STA 544+50.00 TO STA 544+90.70STA 500+00.00 TO STA 501+50.00

SR 11

SLOPE CUT FILL

SLOPE CONTROLS

4:1

2:1 OVER 10’

0-10’

ALL

GEORGIA

TRANSPORTATION

OF

DEPARTMENT

2:1

MAX

4:1

4:1

Profile Grade

10’-0" 10’-0" 4’-0"

SUPER ELEVATED SECTION

CL

shoulderslope

S.E. RATE

2.0% OR 3.0%

4.0% OR 5.0%

6.0% OR 7.0%

8.0 % + 0.0%

1.0%

2.0%

4.0%

shoulder slope

Travel Lane

12’-0" TO 24’-0"

VARIES

0’-0" TO 12’-0"

VARIES

Turn Lane Turn Lane

0’-0" TO 12’-0"

VARIES

12’-0" TO 24’-0"

VARIES

Travel Lane

6’-6"

Shoulder

Paved

6’-6"

Shoulder

Paved

Shoulder Shoulder

TYPICAL SECTION #3

NO SCALE

REVISION DATES

DRAWING No.

DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA

12/15/2014

USER:rgraham

GPLOT-V8

gplotborder-V8i-PO.tbl

0008430_05.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS

OFFICE: ROADWAY DESIGN

TYPICAL SECTIONS

P.I. NO. 0008430

05-0002

CSNHS-0008-00(430)

1:02:36 PM

GPLN

STATE

GA

12/14/2012

A

B

C

F

A

B

C

F

GP 2 ONLY, INCL BITUM MATL & H LIME165 LB/SY RECYCLED ASPH CONC 12.5 MM SUPERPAVE,

GP 1 OR 2 ONLY, INCL BITUM MATL & H LIME220 LB/SY RECYCLED ASPH CONC 19 MM SUPERPAVE,

10 IN GR AGGR BASE CRS, INCL MATL

12 IN GR AGGR BASE CRS, INCL MATL

A

B

C

D

E

F

GP 1 OR 2 ONLY, INCL BITUM MATL & H LIME770 LB/SY RECYCLED ASPH CONC 25 MM SUPERPAVE,

PLAIN PC CONC PVMT, CL 1 CONC, 10.5 INCH THICK

2:1

MAX

4:1

Profile Grade

2% 2%

10’-0" 10’-0" 4’-0"

CL

12’-0" TO 24’-0"

VARIES

Travel Lane

12’-0" TO 24’-0"

VARIES

Travel LaneTurn Lane Turn LaneShoulder Shoulder

6’-6"

Shoulder

Paved

6’-6"

Shoulder

Paved

TYPICAL SECTION #4

4:1

TANGENT SECTION

2% 2%

12’-0"12’-0"

2% 2%

D

E

D

E

*SEE PLAN SHEETS FOR SUPERELEVATION RATES

SR 11

VARIES

VARIES

STA 522+80.90 TO STA 524+23.29

STA 519+01.89 TO STA 520+40.28

SR 11

SLOPE = RATE OF SESLOPE = RATE OF SE

GEORGIA

TRANSPORTATION

OF

DEPARTMENT

CL

SLOPE CUT FILL

SLOPE CONTROLS

4:1

2:1 OVER 10’

0-10’

ALL

Profile Grade

CL

2% 2%

12’-0" 12’-0"12’-0"12’-0"

Travel Lane Travel Lane

8’-0"

Turn Lane Turn LaneShoulder

8’-0"

Shoulder

BRIDGE SECTION

D

E

TYPICAL SECTION #4

NO SCALE

REVISION DATES

DRAWING No.

DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA

12/15/2014

USER:rgraham

GPLOT-V8

gplotborder-V8i-PO.tbl

0008430_05.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS

OFFICE: ROADWAY DESIGN

TYPICAL SECTIONS

P.I. NO. 0008430

05-0003

CSNHS-0008-00(430)

1:02:38 PM

GPLN

STATE

GA

12/14/2012

2:1

MAX

4:1

Profile Grade

8’-0" 16’-0"

Travel Lane

12’-0" VARIES 4’-0"

4’-0"2’-0"

TANGENT SECTION

Shoulder

10’-0"

Paved Shoulder

Shoulder

Shoulder

Paved

2%

TYPICAL SECTION #6

2% 2%

E

D

GP 2 ONLY, INCL BITUM MATL & H LIME165 LB/SY RECYCLED ASPH CONC 12.5 MM SUPERPAVE,

GP 1 OR 2 ONLY, INCL BITUM MATL & H LIME220 LB/SY RECYCLED ASPH CONC 19 MM SUPERPAVE,

10 IN GR AGGR BASE CRS, INCL MATL

12 IN GR AGGR BASE CRS, INCL MATL

A

B

C

D

E

F

GP 1 OR 2 ONLY, INCL BITUM MATL & H LIME770 LB/SY RECYCLED ASPH CONC 25 MM SUPERPAVE,

PLAIN PC CONC PVMT, CL 1 CONC, 10.5 INCH THICK

6%6%

TYPICAL SECTION #5

STA 520+40.28 TO STA 522+80.90

SR 11

STA 420+29.39 TO STA 420+61.71

STA 413+28.65 TO STA 415+65.85

STA 400+00.00 TO STA 409+56.66

RAMP D

STA 300+00.00 TO STA 318+68.31

RAMP C

STA 214+16.01 TO STA 225+88.76

STA 206+83.86 TO STA 210+67.24

STA 200+00.00 TO STA 200+82.08

RAMP B

STA 100+00.00 TO STA 118+55.60

RAMP A

2%

VARIES

0’-0" TO 8’-0"

2:1 MAX4:1

2:1

MAX6%6%

Profile Grade

2% 2%

Travel Lane Travel Lane

4’-0"

2’-0" 2’-0"

TANGENT SECTION

CL

7’-0" TO 12’-0"VARIES

7’-0" TO 12’-0"VARIES

Shoulder

6-0"

Shoulder

6-0"

2:1 MAX

4:14:1

2:1 MAX

2:1

MAX

4:1

Profile Grade

8’-0" 16’-0"

Travel Lane

12’-0" VARIES 4’-0"

4’-0"2’-0"

Shoulder

10’-0"

Paved Shoulder

Shoulder

Shoulder

Paved

GEORGIA

TRANSPORTATION

OF

DEPARTMENT

TYPICAL SECTION #7

TYPICAL SECTION #8

NO SCALE

REVISION DATES

DRAWING No.

DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA

12/15/2014

USER:rgraham

GPLOT-V8

gplotborder-V8i-PO.tbl

0008430_05.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS

OFFICE: ROADWAY DESIGN

TYPICAL SECTIONS

P.I. NO. 0008430

05-0004

CSNHS-0008-00(430)

1:02:41 PM

GPLN

STATE

GA

12/14/2012

A

B

C

F

A

B

C

F

E

D

E

D

GP 2 ONLY, INCL BITUM MATL & H LIME165 LB/SY RECYCLED ASPH CONC 12.5 MM SUPERPAVE,

GP 1 OR 2 ONLY, INCL BITUM MATL & H LIME220 LB/SY RECYCLED ASPH CONC 19 MM SUPERPAVE,

10 IN GR AGGR BASE CRS, INCL MATL

12 IN GR AGGR BASE CRS, INCL MATL

A

B

C

D

E

F

GP 1 OR 2 ONLY, INCL BITUM MATL & H LIME770 LB/SY RECYCLED ASPH CONC 25 MM SUPERPAVE,

PLAIN PC CONC PVMT, CL 1 CONC, 10.5 INCH THICK

SUPER ELEVATED SECTION

SLOPE CUT FILL

SLOPE CONTROLS

4:1

2:1 OVER 10’

0-10’

ALL

SEE PLANS

SLOPE = RATE OF S.E.

CL

6%6%

*SEE PLAN SHEETS FOR SUPERELEVATION RATES

RAMPS B & D

VARIES

STA 10+78.46 TO STA 10+90.00GIFTON THOMAS ROAD

STA 802+97.35 TO STA 833+96.32ACCESS ROAD A & B

2:1 MAX4:1

15" DPC

F/L 880.56’

15"

DPC

F/L 877.58’

18" DPM

F/L 880.60

’

DISTRICT C

D

#2630

4 FT FE

NCE

18" DPC

F/L 870.73’

DISTRICT C

D

#125

18" DP

MF/L 857.63’

15" DPC

F/L 880.58’

DISTRICT C

D

#2180

15" DPC

F/L 862.23’

15"

DPC

F/L 880.25’

4 FT FE

NCE

18" DPM

F/L 878.46

’

4 FT FE

NCE

15" DPC

F/L 881.80’

DISTRICT C

D

#2652

18" DPC

F/L 865.26’

18" DP

MF/L 858.85’

12" DP

M

F/L 874.90’

15" DPP

F/L 868.82

’

4 FT FE

NCE

18" DP

M

F/L 872.13’

15"

DPC

F/L 883.44’

15" DPC

F/L 881.57’

15" DPC

F/L 859.90’

DISTRICT C

D

#1604

12" DP

M

F/L 875.06’

15" DPC

F/L 884.67’

15" DPP

F/L 867.81

’

18" DP

M

F/L 870.31’

15"

DPC

F/L 883.01’

DISTRICT C

D

#1944

18" DPC

F/L 864.41’

18" DPM

F/L 859.43’

15" DPC

F/L 882.61’

30" DP

M

F/L 853.86’

DISTRICT C

D

#1355

15" DPC

F/L 885.09’

DISTRICT C

D

#1546

24" DPM

F/L 878.72’

24" DPM

F/L 872.14’

DISTRICT C

D

#1676

15" DPC

F/L 885.18’

3 FT

WELL

30" DP

M

F/L 852.85’

18" DPC

F/L 884.08’

18" DPM

F/L 878.79’

DISTRICT C

D

#1777

18" DPC

F/L 882.12’

12"

DPM

F/L

874.

79’

18" DPC

F/L 883.70’

18" DPM

F/L 880.11’

18" DPC

F/L 881.82’

12"

DPM

F/L

875.

06’

18" DPM

F/L 855.67’

18" DPC

F/L 869.81’

DISTRICT C

D

#3640

15" DP

M

F/L 86

9.99’

15" DP

M

F/L 86

9.21’

DISTRICT C

D

#3644

15" DP

C F/L 85

6.29’

15" DP

C F/L 85

7.04’

18" DP

M

F/L 85

0.50’

DISTRICT C

D

#8

DISTRICT C

D

#11

DISTRICT C

D

#28

12" DPC

F/L 843.15’

DISTRICT C

D

#141

DISTRICT C

D

#451

18" DPCF/L 847

.72’

DISTRICT C

D

#513

24"

DPC

F/L

842.

74’

DISTRICT C

D

#563

DISTRICT C

D

#544

18" DPM

F/L 880.57

’

18" DPM

F/L 878.50

’

DISTRICT C

D

#296

18" DP

M

F/L 85

1.87’

18" DP

M

F/L 85

9.32’

18" DP

M

F/L 85

2.01’

18" DPCF/L 847

.31’

36" DPC

F/L 844.27’ 36" DPC

F/L 840.80’

18"

DPC

F/L 856.25’

DISTRICT C

D

#3639

CONSTRUCTION LAYOUT

11-0001200 400

SCALE IN FEET

0 100

GEORGIA

TRANSPORTATION

OF

DEPARTMENT

REVISION DATES

DRAWING No.

DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA

8/29/2014

USER:rgraham

GPLOT-V8

gplotborder-V8i-PO.tbl

M:\0008430 SR 316 @ SR 11\Design\DGNs\0008430_11-001.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS

OFFICE: ROADWAY DESIGN

SR 316 @ SR 11 INTERCHANGE

CSNHS-0008-00(430)

1:27:10 PM

GPLN

STATE

GA

12/14/2012

MATC

H LI

NE ST

A. 522+00.00

DR

AWI

NG

No. 11-0002

720+

00

725+

00

5704.46’

SR 316

SR 316

6+00

STA. 520+40.28BEGIN BRIDGE

89°51’00"

DS= 25 MPH

e= 4.8%

E= 51.49

R= 455.00

L= 413.89

T= 222.51

E= 2433817.21

N= 1433457.31

PI Sta= 8+46.30

Curve# 1

Gifton Thomas Road

DS= 45 MPH

e= 4.0%

E= 4.22

R= 2000.00

L= 259.75

T= 130.06

E= 2433657.38 N= 1434304.78PI Sta= 203+83.33Ramp B Curve# 1

200+

00

SR 11

P.T. 517+07.51

515+00

SR 11CURVE#1

510+00

P.C. 508+69.97

SR 11SR 11

869.97’

500+00

505+00

STA. 500+00.00SR 11 M.P. 2.59BEGIN CONSTRUCTIONCSNHS-0008-00(430)BEGIN PROJECT

STA. 6+00.00GIFTON THOMAS RDSTA. 512+12.82SR 11

SR 11

RA

MP

A

520+00

89°51’36"

E"

42’

05

°2

6N

’7

2.

35

2

P.C.

202+

53.2

7

RA

MP B

1#

EV

RU

C

P.T.

205+

13.0

2

115+00

1#

EV

RU

C

’82.

35

E"6.

31’5

2°52

N

P.T. 10+37.69

P.C. 6+23

.80

10+00

STA. 10+90.00GIFTON THOMAS RDLIMIT OF CONSTRUCTION

1855.60’

N77°32’23.6"E

23.80’

STA. 200+00.00RAMP BSTA. 118+55.60RAMP ASTA. 519+86.10SR 11

STA. 521+60.59SR 11STA. 726+64.91SR 316

85°52’48"

’6

0.

06

5

’6

0.

06

5

E"

55’

32

°5

5N

N66°49’04.4"E

88°52’48"

DS= 55 MPH

e= 4.20%

E= 32.20

R= 2750.00

L= 837.54

T= 422.04

E= 2433590.15 N= 1433485.94PI Sta= 62+92.01SR 11 Curve# 1

DISTRICT CD

#15

ATTRNA

ME TREE

4 FT FE

NCE

DISTRICT CD

#88

4 FT FE

NCE

ATTRNA

ME TREE

4 FT FENCE

DISTRICT CD

#312

ATTR

NA

ME

DP

MF/L 802.46’

4 FT FENCE

DIRECTI

ON

OF

DP

M

F/L 802.54’

DISTRICT CD

#304

12"

DP

MF/L 813.06’

24"

DP

MF/L 801.02’

DISTRICT CD

#774

DISTRICT CD

#305

4 FT FE

NCE

DISTRICT CD

#335

4 FT FENCE

DISTRICT CD

#565

24"

DP

MF/L 800.66’

DISTRICT CD

#876

12"

DP

MF/L 803.21’

4 FT FE

NCE

DISTRICT CD

#177

DISTRICT CD

#299

4 FT FE

NCE

DISTRICT CD

#498

ATTRNA

ME TREE

4 FT FENCE

DISTRICT CD

#1174

DISTRICT CD

#1055

DISTRICT CD

#1106

DISTRICT CD

#1108

DISTRICT CD

#1009

DISTRICT CD

#3

DISTRICT CD

#7

DISTRICT CD

#9

DISTRICT CD

#21

DISTRICT CD

#29

12" DPC

F/L 843.15’

18" DPC

F/L 829.38’

18" DPC

F/L 838.48’

48" DPC

F/L 793.

42’

DISTRICT CD

#144

LOCATION CD

#D1940

36" DPMF/L 826.51’

DISTRICT CD

#116

DISTRICT CD

#117

LOCATION CD

#D3

18" DPMF/L 791.22’

24" DPMF/L 826.12’

LOCATION CD

#D2661

LOCATION CD

#D2961

DISTRICT CD

#2483

36" DPMF/L 814.19’

18" DPMF/L 791.22’

LOCATION CD

#D1922

18"

DPC

F/L

847.

31’

LOCATION CD

#D1942

24" DPMF/L 823.56’

LOCATION CD

#D1692

36" DPMF/L 824.17’

LOCATION CD

#D1895

30" DPC

F/L 838.47’

30" DPMF/L 808.49’

48" DPMF/L 805.50’

LOCATION CD

#D1624

30"

DPC

F/L 794.60’

LOCATION CD

#D1864

LOCATION CD

#D2674

7’

X8’ (

W x

H)

CUL

VERT

F/L = 784.26’

30" DPC

F/L 838.53’

30" DPMF/L 814.04’

7’

X8’ (

W x

H)

CUL

VERT

F/L = 784.45’

LOCATION CD

#D2725

LOCATION CD

#D1645

LOCATION CD

#D1565

48" DPCF/L 829.01’

7’

X8’ (

W x

H)

CUL

VERT

F/L = 784.46’

48" DPM

F/L 794.

20’

36" DP

C F/L 84

0.80’

18" DPC

F/L 846.95’

7’

X8’ (

W x

H)

CUL

VERT

F/L = 784.16’

30"

DPC

F/L 793.75’

LOCATION CD

#D1956

24" DPC

F/L 841.19’

LOCATION CD

#D1646

DISTRICT CD

#3666

7’

X8’ (

W x

H)

CUL

VERT

F/L = 784.35’

48" DPM

F/L 794.

55’

36" DPMF/L 807.87’

DISTRICT CD

#3707

7’

X8’ (

W x

H)

CUL

VERT

F/L = 783.85’

LOCATION CD

#D1717

LOCATION CD

#02737

12"

DPC

F/L

850.

96’

12" DPC

F/L 842.46’

LOCATION CD

#D2708

18" DPC

F/L 845.02’

48" DPMF/L 808.65’

30" CAP

WELL

LOCATION CD

#D2638

MP# 3

(HIGH

WAY)

DISTRICT CD

#3668

12"

DPC

F/L

850.

55’

48" DPCF/L 832.73’

18" DPC

F/L 846.10’

48" DPC

F/L 792.

72’

LOCATION CD

#D2698

CONSTRUCTION LAYOUT

11-0002200 400

SCALE IN FEET

0 100

GEORGIA

TRANSPORTATION

OF

DEPARTMENT

REVISION DATES

DRAWING No.

DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA

8/29/2014

USER:rgraham

GPLOT-V8

gplotborder-V8i-PO.tbl

M:\0008430 SR 316 @ SR 11\Design\DGNs\0008430_11-002.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS

Design File and Plot Substitution information

OFFICE: ROADWAY DESIGN

SR 316 @ SR 11 INTERCHANGE

CSNHS-0008-00(430)

1:27:00 PM

GPLN

STATE

GA

12/14/2012

MATC

H LI

NE ST

A. 522+00.00

DR

AWI

NG

No. 11-0001

MATCH LINE STA. 735+00.00 DRAWING No. 11-0004

MATCH LINE STA. 719+50.00 DRAWING No. 11-0003

720+00

725+00

730+00

735+00

805+

00

810+00

815+00

820+00

825+00

P.C. 803+08.83

P.T. 809+04.99

P.C. 811+95.75

P.T. 814+31.37

P.C. 818+91.74

P.T. 821+51.25

P.C. 823+47.07

SR 316

A

DR

SS

ECCA

2#EV

RUC

’67.092

’8

3.

06

4

’8

3.

06

4

’38.591

STA. 522+80.90END BRIDGE

A DR

SSE

CCA

1# E

VRUC

DS= 25 MPH

e= NC%

E= 137.60

R= 500.00

L= 669.41

T= 395.65

E= 2433676.02

N= 1434721.48

PI Sta= 827+42.72

Curve# 2

Access Road B

DS= 25 MPH

e= NC%

E= 50.99

R= 200.00

L= 259.51

T= 151.65

E= 2433211.42

N= 1435301.47

PI Sta= 820+43.39

Curve# 1

Access Road B

DS= 25 MPH

e= NC%

E= 62.13

R= 150.00

L= 235.62

T= 150.00

E= 2432510.18 N= 1435003.24PI Sta= 813+45.75Curve# 2

Access Road A

DS= 25 MPH

e= NC%

E= 144.25

R= 400.00

L= 596.16

T= 369.07

E= 2432826.73

N= 1434258.92

PI Sta= 806+77.90

Curve# 1

Access Road A

DS= 45 MPH

e= 3.8%

E= 2.26

R= 2100.00

L= 194.92

T= 97.53

E= 2432950.30

N= 1434320.47

PI Sta= 417+97.69

Ramp D Curve# 2

2# EVRUC

B

DR

SS

EC

CA

B

DR

SS

ECCA

1#

EV

RU

C

SR 11

540+00

STA. 544+90.70SR 11 M.P. 3.44END CONSTRUCTIONCSNHS-0008-00(430)END PROJECT

SR 11

535+00

SR 11

530+00

525+00

SR 11

SR 11300+00

420+00

P.T. 418+95.07

P.C. 417+00

.16

RA

MP

D

415+00

E"

55’

32

°5

5N

RA

MP B

205+00

RA

MP C

’1

3.

86

81

305+00

2783.19’

STA. 420+61.71RAMP DSTA. 300+00.00RAMP CSTA. 523+36.00SR 11

83°00’00"

90°00’00"

RA

MP B

’6

0.

06

5

2#

EV

RU

C

90°08’24"

MAINLINE PLAN

13-0002

REVISION DATES

DRAWING No.

DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA

2/2/2015

USER:rgraham

GPLOT-V8

gplotborder-V8i-PO.tbl

0008430_13-002.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS

Design File and Plot Substitution information

OFFICE: ROADWAY DESIGN

SR 316 @ SR 11 INTERCHANGE

CSNHS-0008-00(430)

1:24:14 PM

GPLN

STATE

GA

12/14/2012

MATC

H LI

NE ST

A. 509+00.00

DR

AWI

NG

No. 13-0001

MATC

H LI

NE ST

A. 518+00.00

DR

AWI

NG

No. 13-0003

GEORGIA

TRANSPORTATION

OF

DEPARTMENTEASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

LIMIT OF ACCESS

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D R/W & LIMIT OF ACCESS

50 100 200

SCALE IN FEET

0

SR 11

DR

SA

MO

HT

NO

TFI

G

1#EVRUC

40’

REDLUOHS DEVAP ’5.6

REDLUOHS DE

VAP ’5.6

REDLUOHS

DEVAP

’5.6

REDLUOHS

DEVAP

5.6

’0

6

15.

89

+

88.

35

+

CR

’8

4

49.

85

+

REDLUOHS D

EVAP ’5.6

’91.3872

’8

4+90.17

4

1.

83

+

STA.63+21+51 END CURB&GUTTER

CURVE

36’

+66.56

1#

EV

RU

C

E"

6.

32’

23

°7

7N

E"

6.

31’

52

°5

2N

RC+37.68

+47.46

+15.

94RC+3

3.58

+55.

94FLAT

+86.

71

20’

EFSE

BFSE

BFSE

EFSE

510+00

515+00

P.T. 517+07.51

STA.511+56.00BEGIN CURB&GUTTER

R 35’

R 35’

R 35’R 35’

R 35’

R 35’

89°51’00"

STA. 200+00.00

RAMP B

STA. 118+55.60

RAMP A

STA. 519+86.10

SR 11

36’

+84.85

+41.91

24’

+05.72

83.09’

STA. 11+01.00GIFTON THOMAS ROADLIMIT OF CONSTRUCTION

10+0

0

24’

P.C. 6+33.58

P.T.

10+2

9.28

RC

33.58’

4.2

%

4.2

%

2.6%

2.6%

STA. 519+01.89

PAVING

BEGIN CONCRETE

TYPE 1 ANCHOR

TYPE 12 ANCHOR

STA. 518+00.00BEGIN "W" BEAM

STA. 516+50.00BEGIN "W" BEAM

20’

14’

14’

14’

14’

14’

STA. 6+00.00GIFTON THOMAS RDSTA. 512+12.82SR 11

R 35’

R 35’

GA

DOT

GA DOT

GA DOT

GA DOT

14

13

11

KI NAM LEE

ONA MCGAHEE

DIAMOND REALTY

10

HAMMONDDONALD E.

HAMMONDDONALD E.

12

INTERCHANGE REALTY

INTERCHANGE REALTY

16

GLADYS T. WAGES

1

8

RANDALL J. WAGES

GA DOT

15

9

27

26

REQ’D R/W & L/A

REQ’D R/W

REQ’D R/W

REQ’D R/W

FENCE ESMT

RUOTED ROF T

MSE

RE

Q’D

R/

W

RE

Q’D

R/

W

REQ’D R/W & L/A

REQ’D R/W

DWESM

T

OFF 144.24’

STA 506+27.16

OFF 80.65’

STA 506+51.61

OFF 90.55’

STA 511+34.53

OFF 144.24’

STA 506+27.16

OFF 144.24’

STA 506+27.16

OFF 85.26’

STA 511+32.02

OFF 46.21’

STA 8+42.50

OFF 93.38’

STA 8+87.71

OFF 80.27’

STA 10+32.02

OFF 53.17’

STA 10+84.34

OFF 64.77’

STA 10+29.28

OFF 85.26’

STA 11+03.24

OFF 64.62’

STA 512+77.03

OFF 65.41’

STA 514+47.77

OFF 70.00’

STA 514+29.38

OFF 71.52’

STA 515+62.80

OFF 118.08’

STA 514+66.76

OFF 162.85’

STA 518+06.94

OFF 110.23’

STA 518+02.38

165

97

98

167

169

3812

183

184

186

188 217

PL

PL

PL

PL

PL

PL

PL

P L

PL

PL

PL

PL

PLPL

PL

PL

PL

W/R TS

IXE

W/R TS

IXE

W/

R

TSI

XE

W/

R

TSI

XE

W/

R

TSI

XE

W/

R

TSI

XE

W/R TSIXE

W/R TSIXE

18"

18"

HCTID

TALF ’4

18"

REMOVE 18" DPM

18"

REMOVE 15" DPM

REMOVE 15" DPM

TO BE REMOVED

15" EX PIPE

TO REMAIN18" EX PI

PE

TO R

EMAIN

18"

EX PIP

E

TO REMAIN18" EX PIP

E

TO RE

MAI

N30" E

X PIPE

TO BE REMOVED

15" EX PIPE

TO BE REMOVED18" EX PIPE

TO REMAIN

18" EX PIPE

TO REMAIN

24" EX PIPE

TO BE REMOVED

18" EX PIPE

HC

TI

D

TA

LF ’

4

4’ FLAT DITCH

HC

TI

D

TA

LF

’

4

4’ FLAT DITCH

DISTRICT CD

#1604

DISTRICT CD

#1355

DISTRICT CD

#1546

DISTRICT CD

#28

DISTRICT CD

#141

MAINLINE PLAN

13-0003

REVISION DATES

DRAWING No.

DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA

2/2/2015

USER:rgraham

GPLOT-V8

gplotborder-V8i-PO.tbl

0008430_13-003.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS

Design File and Plot Substitution information

OFFICE: ROADWAY DESIGN

SR 316 @ SR 11 INTERCHANGE

CSNHS-0008-00(430)

1:24:35 PM

GPLN

STATE

GA

12/14/2012

50 100 200

SCALE IN FEET

0

GEORGIA

TRANSPORTATION

OF

DEPARTMENTEASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

LIMIT OF ACCESS

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D R/W & LIMIT OF ACCESS

MATCH LINE STA. 723+00.

00 DRAWING No. 14-0002

MAT

CH LI

NE ST

A. 518+00.00

DR

AWI

NG

No. 13-0002

MAT

CH LI

NE ST

A. 528+00.00

DR

AWI

NG

No. 13-0004

MATCH LINE STA. 731+00.

00 DRAWING No. 14-0005

725+00

730+00

5704.46’

SR 316

RA

MP B

RA

MP

C

RA

MP

D

SR 11 SR 11

RA

MP

A

REDLUOHS DEVAP ’5.6

REDLUOHS DEVAP ’5.6

REDLUOHS DEVAP ’5.6

REDLUOHS DEVAP ’5.6

’8

4

’0

6

’0

6

’61

’6188.50+

CN

B’91.3872

3

7.

41

+

33.

19

+

9

2.

32

+

8

9.

74

+

115+00

P.C. 202+53.27

E"

42’

05

°2

6N

’7

2.

35

2

1#

EV

RU

C

E"

4.

40’

94

°6

6N

E"

4.

40’

94

°6

6N

’1

3.

86

81

2#

EV

RU

CE

"0.

73’

75

°9

5N

90.95+

ENC

+82.08

FLAT+41.34

+00.59RC

BFSE

+59.85

RC

+84.36

+37.70

BFSE

EFSE

+57.54

520+00

525+00

420+00

P.C. 41

7+00.16

RC

+10.87

+70.13

+29.39

FLAT

BNC

STA. 200+00.00RAMP BSTA. 118+55.60RAMP ASTA. 519+86.10SR 11 STA. 521+60.59

SR 11STA. 726+64.91SR 316

R 75’

R 75’

R 75’

R 75’

R 75’

R 75’ R 75’

R 75’

85°52’48"

83°00’00"

89°51’36"

89°51’36"

88°52’48"

RE

DL

UO

HS

DE

VA

P ’

01

RE

DL

UO

HS

DE

VA

P ’

01

RE

DL

UO

HS

DE

VA

P ’

01

RE

DL

UO

HS

DE

VA

P ’

4

RE

DL

UO

HS

DE

VA

P ’

4

RE

DL

UO

HS

DE

VA

P ’

4

RE

DL

UO

HS

DE

VA

P ’

4

’4

6.

66

1

STA. 520+40.28BEGIN BRIDGE

STA. 522+80.90END BRIDGE

00.00+

STA. 524+23.29END CONCRETE PAVING

TA

LF

’0

6.

55

81

P.T. 418+95.0

7STA. 420+61.71RAMP DSTA. 300+00.00RAMP CSTA. 523+36.00SR 11

4.0%

3.8%

3.8%

’42

STA. 519+01.89PAVINGBEGIN CONCRETE

TYPE 1 ANCHOR

TYPE 1 ANCHOR

TYPE 1 ANCHOR

STA. 523+05.08BEGIN "W" BEAMEND "T" BEAM

STA. 520+29.78BEGIN "W" BEAMEND "T" BEAM

STA. 522+86.52BEGIN "W" BEAMEND "T" BEAM

STA. 118+05.50BEGIN "T" BEAMEND "W" BEAM

STA. 116+00.00BEGIN "W" BEAM

STA. 418+50.00END "W" BEAM

STA. 520+40.48 END "T" BEAM

STA. 522+80.70 BEGIN "T" BEAM

STA. 520+45.09 BEGIN "T" BEAM

STA. 202+00.00 END "W" BEAM

STA. 202+50.00 END "W" BEAM

STA. 518+00.00BEGIN "W" BEAM

STA. 522+76.09 BEGIN "T" BEAM

STA. 418+00.00BEGIN "W" BEAM

STA. 116+00.00END "W" BEAM

STA. 115+50.00TYPE 12 ANCHOR STA. 115+50.00

TYPE 12 ANCHOR

89.

74

+

GA

DOT

GA DOT

14

15

12

INTERCHANGE REALTY

16

PHILLIP WILHEIT

17

20

GA DOT

18

GA DOT

19

GA

DOT

14

GA DOT

GA DOT

19

20

GA

DOT

19

GA

DOT

GA

DOT

WAGES

GLADYS

ROF TMSERUOTED

RE

Q’D

R/

W

&

L/

A

RE

Q’D

R/

W

&

L/

A

OFF 162.85’

STA 518+06.94

OFF 110.23’

STA 518+02.38

OFF 126.16’

STA 519+02.46

OFF 81.68’

STA 519+02.46

OFF 75.79’

STA 204+29.57

OFF 163.17’

STA 301+90.28

OFF 106.43’

STA 301+94.22 OFF 120.63’

STA 525+00.00

OFF 114.09’

ST

A 824+05.04

OFF 162.85’

STA 204+28.54

OFF 111.78’

ST

A 822+10.67

96

97

98

164

166

170

3816

158

247

251

PL

PL

PL

PL

PL

PL

PL

W/

R

TSI

XE

W/

R

TSI

XE

W/

R

TSI

XE

W/R TSIXE

W/R TSIXE

W/R TSIXE

W/R TSIXEW/R TS

IXE

W/R TSIXE

48"

48"

30"

48"

HC

TI

D

TA

LF ’

4

HC

TI

D

TA

LF ’

4

30" DPMREMOVE

TO BE REMOVED

18" EX PIPETO BE REMOVED

18" EX PIPE

TO REMAIN24" EX

PIPE

TO BE REMOVED30" EX PIPE

TO BE REMOVED

48" EX PIPE

TO BE REMOVED

48" EX PIPE

TO BE REMOVED36" EX PIPETO BE REMOVED

24" EX PIPE

TO BE REMOVED30" EX PIPE

TO REMAIN

18" EX PIPE

36" EX PIPE TO REMAIN

TO REMAIN12" EX PIPE

HC

TI

D

TA

LF ’

4

HC

TI

D

TA

LF ’

4

DISTRICT CD

#3640

DISTRICT CD

#3644

DISTRICT CD

#7

DISTRICT CD

#8

DISTRICT CD

#11

DISTRICT CD

#29

DISTRICT CD

#451

DISTRICT CD

#513

DISTRICT CD

#296

LOCATION CD

#D1692

LOCATION CD

#D1624

LOCATION CD

#D1864

LOCATION CD

LOCATION CD

#D1645

LOCATION CD

#D1646

DISTRICT CD

#3666

DISTRICT CD

#3707

LOCATION CD

#D1717

DISTRICT CD

#3668

MAINLINE PLAN

13-0004

REVISION DATES

DRAWING No.

DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA

2/2/2015

USER:rgraham

GPLOT-V8

gplotborder-V8i-PO.tbl

0008430_13-004.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS

Design File and Plot Substitution information

OFFICE: ROADWAY DESIGN

SR 316 @ SR 11 INTERCHANGE

CSNHS-0008-00(430)

1:24:56 PM

GPLN

STATE

GA

12/14/2012

50 100 200

SCALE IN FEET

0

GEORGIA

TRANSPORTATION

OF

DEPARTMENTEASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

LIMIT OF ACCESS

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D R/W & LIMIT OF ACCESS

MATCH

LINE

STA. 8

12+0

0.00 D

RAWING

No.

14-0

003

MAT

CH LI

NE ST

A. 528+00.00

DR

AWI

NG

No. 13-0003

MATCH LINE STA. 820+00.00 DRAWING No. 14-0004

MAT

CH LI

NE ST

A. 540+00.00

DR

AWI

NG

No. 13-0005

SR 11 SR 11 SR 11

14’

20’

REDLUOHS DEVAP ’5.6

REDLUOHS DEVAP ’5.6

REDLUOHS DEVAP ’5.6

REDLUOHS DEVAP ’5.6

REDLUOHS DEVAP ’5.6

’8

4

’4

2

’4

2’91.3872

92.

07

+

95.

96

+

97.

72

+

34.

37

+

20’

’6

3

REDLUOHS DEVAP ’5.6

530+00

535+00

540+00

R 30"R 35’

R 35’

R 30’

90°00’00"

815+00

P.T. 813+48.56

STA. 815+88.44ACCESS ROAD BSTA. 815+88.44ACCESS ROAD ASTA. 530+23.29SR 11

67.

47

+

’4

2

R 35’R 35’

R 35’ R 35’

FLAT+18.76

+32.15EFSE

RC+50.61

+81.38

FLAT

+12.15

BNC

+87.99ENC

+49.53RC

+64.92BFSE

’91.3872

3.2%

STA. 818+50.00BEGIN WALL #3

STA. 820+00.00END WALL #3

TYPE 1 ANCHOR

STA. 534+36.20 END "W" BEAM

815+00

P.C. 818+49.53

500.97’

21

GA DOT

22

BROWNMICHAEL D

BROWNMICHAEL D

24

23

LLCBCA HOLDINGS

18

GA DOT

21

28

MARY ANN FLOYD

18

RUOTED ROF TMSE

REQ’D R/W

REQ’D R/W

RE

Q’D

R/

W

REQ’D R/W

DWESMT

BROWNMICHAEL D

30

OFF 120.63’

STA 525+00.00

OFF 120.63’

STA 525+00.00

OFF 120.63’

STA 525+00.00

OFF 119.91’

STA 532+38.79

OFF 142.19’

STA 532+36.56 OFF 123.60’

STA 539+10.45

OFF 101.52’

OFF 73.61’

STA 539+10.45

OFF 118.22’

STA 519+08.45

160

3851

3852

3853

3854

159

175

176150

153

3819 157

82

246

250

PL

PL

PL

PL

P L

PL

PL

W/R TSIXE

W/R TSIXE

48"

30"

30"

48"

18"

18"

BOX CULVERT

TRIPLE 7’X8’

EXTEND EXIST

HC

TI

D

TA

LF ’

4

HCTID TALF ’4

HCTID TALF ’4

HCTID TALF ’4

HCTID TALF ’4

HC

TI

D

TA

LF ’

4

HCTID TALF ’4

HCTID TALF ’4

HC

TI

D

TA

LF ’

4

TO BE REMOVED

18" EX PIPE

TO BE REMOVED

48" EX PIPE

TO REMAIN

24" EX PIPE

TO RE

MAI

N

12" E

X PIPE

DISTRICT CD

#312

DISTRICT CD

#304

DISTRICT CD

#774

DISTRICT CD

#305

DISTRICT CD

#335

DISTRICT CD

#565

DISTRICT CD

#876

DISTRICT CD

#299

DISTRICT CD

#498

DISTRICT CD

#1174

DISTRICT CD

#1055

DISTRICT CD

#1106

DISTRICT CD

#1108

DISTRICT CD

#1009

LOCATION CD

#D1940

DISTRICT CD

#116

LOCATION CD

#D2661

LOCATION CD

#D1922

LOCATION CD

#D1942

LOCATION CD

#D1895

LOCATION CD

#D2674

LOCATION CD

#D1956

LOCATION CD

#D2638

LOCATION CD

#D2698

CROSSROAD PLAN

14-0002

REVISION DATES

DRAWING No.

DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA

2/2/2015

USER:rgraham

GPLOT-V8

gplotborder-V8i-PO.tbl

0008430_14-002.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS

Design File and Plot Substitution information

OFFICE: ROADWAY DESIGN

SR 316 @ SR 11 INTERCHANGE

CSNHS-0008-00(430)

1:25:58 PM

GPLN

STATE

GA

12/14/2012

50 100 200

SCALE IN FEET

0

MAT

CH LI

NE ST

A. 710+00.00

DR

AWI

NG

No. 14-0001

MAT

CH LI

NE ST

A. 723+00.00

DR

AWI

NG

No. 13-0003

MATCH LINE STA. 807+00.00 DRAWING No. 14-0003

GEORGIA

TRANSPORTATION

OF

DEPARTMENTEASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

LIMIT OF ACCESS

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D R/W & LIMIT OF ACCESS

710+00

715+00

720+00

5704.46’

RAMP A

RAMP A

RAMP D

RAMP DREDLUOHS DEVAP ’01

1392.79’

’97.2931

REDLUOHS DEVAP ’4

’2

16

4.

67

+

’6

16

9.

57

+

’6

1

’6

1

REDLUOHS DEVAP ’4

105+00

110+00

115+00

’06.5581

’06.5581E"4.40’94°6

6N

1# EVRUC

E"3.23’83°45N

3

1.

95

+

0

0.

05

+

0

0.

05

+

RC

+56.66

BFSE

+36.78 +27.54

EFSE

RC

+28.65

ENC

+65.85

+25.11

FL

AT RC

+84.36

405+00

410+00

415+00

P.

C. 409+93.31

P.T. 413+01.01

P.C. 417+00.16

REDLUOHS DEVAP ’01

REDLUOHS DEVAP ’01

REDLUOHS DEVAP ’01STA. 102+00.00BEGIN 10’ SHOULDER

800+00

805+

00

P.

C. 802+22.17

P.T. 807+27.77

STA. 801+00.00ACCESS ROAD ALIMIT OF CONSTRUCTION

EN

C

BFSE

RC

+62.69

+24.22

+36.53

FL

AT

+93.45

’06.5581

5704.46’

A

DA

OR

SSECCA

1#

EV

RU

C

’4

1

4.4

%

4.4

%

2.8

%

2.8%

’4

2

STA. 805+00.00END WALL #2

STA. 801+90.96BEGIN WALL #2

TYPE 1 ANCHOR

STA. 103+50.00END "W" BEAM

TYPE 1 ANCHOR

STA. 805+18.89BEGIN "W" BEAMEND "T" BEAM

STA. 804+97.50 BEGIN "T" BEAM

STA. 803+50.00BEGIN "W" BEAM

800+00

805+

00

P.I. 805+21.80

222.17’

ONA MCGAHEE

GA DOT

GA DOT

GA

DOT

14

ONA MCGAHEE

19

GA DOT

26

25

27

27

19

GA DOT

REQ’D R/W & L/A

REQ’D R/W

REQ’D R/W & L/A

35

36

HARRISONROBERT HAROLD

MCGAHEEONA PARKS

OFF 139.02’

STA 109+69.34

OFF 112.27’

STA 113+58.12

OFF 99.65’

STA 106+91.28

OFF 41.53’

STA 800+95.83

OFF 85.90’

STA 802+22.17

182

P L

PL

PL

P L

P L

P L

W/R TSIXE

W/R TSIXE

W/R TSIXEW/R TSIXE

18"

18"

HCTID TALF

’4

18"

PIPE T

O

RE

MAI

NM

AI

NT

AI

N 18" E

X

TO RE

MAIN

EX PIPE

MAINTAIN 15"

HCTID TALF ’4

HCTID TALF ’4

HCTID TALF ’4

HCTID TALF ’4

HCTID TALF ’4

HCTID TALF ’4

HCTID TALF ’4

DISTRICT CD

#2601

DISTRICT CD

#2576

DISTRICT CD

#3652

DISTRICT CD

#3648

DISTRICT CD

#10

DISTRICT CD

#12

DISTRICT CD

#13

DISTRICT CD

#151

DISTRICT CD

#3630

DISTRICT CD

#144

DISTRICT CD

#3060

DISTRICT CD

#146

DISTRICT CD

#3070

DISTRICT CD

#149

LOCATION CD

#D2961

LOCATION CD

#D2974

DISTRICT CD

#3216

LOCATION CD

#D2986

#02737

DISTRICT CD

#3639

CROSSROAD PLAN

14-0005

REVISION DATES

DRAWING No.

DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA

2/2/2015

USER:rgraham

GPLOT-V8

gplotborder-V8i-PO.tbl

0008430_14-005.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS

Design File and Plot Substitution information

OFFICE: ROADWAY DESIGN

SR 316 @ SR 11 INTERCHANGE

CSNHS-0008-00(430)

1:27:02 PM

GPLN

STATE

GA

12/14/2012

50 100 200

SCALE IN FEET

0

MAT

CH LI

NE ST

A. 731+00.00

DR

AWI

NG

No. 13-0003

MAT

CH LI

NE ST

A. 744+00.00

DR

AWI

NG

No. 14-0006

GEORGIA

TRANSPORTATION

OF

DEPARTMENTEASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

LIMIT OF ACCESS

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ’D R/W & LIMIT OF ACCESS

DRAWI

NG No.

14-0

004

MATCH

LINE

STA. 8

26+0

0.00

735+00

740+00

5704.46’ SR 316

RAMP B

RAMP C

REDLUOHS DEVAP ’01

’2

1

’6

1

’6

1

’6

1

205+00

210+00

215+00

P.T. 205+13.02

305+00

315+00

2# EVRUC

E"55’32°55N

E"4.40’94°66N

E"4.40’94°66N

’13.8681

’13.8681

P.C. 210+73.08

P.T. 213+61.35

N62°00’18.3"E

1227.41’

’60.065

2

5.

48

+

6

0.

36

+

+06.09

EFSE

RC

+65.35

+24.60

FL

AT

BNC

+83.86

+67.24

RC

BFSE

+38.36

EFSE

+44.89

+16.01

RC

REDLUOHS DEVAP ’01

REDLUOHS DEVAP ’01

REDLUOHS DEVAP ’4

REDLUOHS DEVAP ’4

REDLUOHS DEVAP ’4

REDLUOHS DEVAP ’4

00.

00

+

STA. 831+50.00ACCESS ROAD ALIMIT OF CONSTRUCTION

+41.95

EFSE

RC

+51.18

FL

AT

+81.95

BN

C+12.72

33.

31

+

310+00

2# E

VRUC

B D

AOR S

SECC

A20’

4.0

%

4.4

% 4.4

%

TYPE 12 ANCHOR

TYPE 12 ANCHORTYPE 1 ANCHOR

STA. 308+00.00BEGIN WALL #1

STA. 314+50.00END WALL #1

STA. 317+00.00END 10’ SHOULDER

STA. 314+68.15BEGIN "W" BEAMEND "T" BEAM

STA. 212+50.00BEGIN "W" BEAM

STA. 215+50.00END "W" BEAM

STA. 314+47.50BEGIN "T" BEAM

STA. 212+50.00BEGIN "W" BEAM

TYPE 12 ANCHOR

830+00

P.T. 829+55.29

354.67’

PROPERTIES LLCTHOMAS INVESTMENT

28

MARY ANN FLOYD

29

FENCE ESMTREQ’D R/W & L/A

REQ’D R/WR/

W

& L/A

REQ’D

17

PROPERTIES LLCTHOMAS INVESTMENT

37

RE

Q’D

R/

W

OFF 75.79’

ST

A 204+29.57

OFF 77.68’

STA 305+41.91

OFF 81.95’

STA 306+92.03

OFF 71.38’

STA 829+66.00

OFF 45.26’

STA 831+52.89

OFF 162.85’

ST

A 204+28.54

OFF 97.96’

STA 208+63.62

OFF 65.47’

STA 210+71.96

OFF 67.73’

STA 210+89.61

OFF 102.98’

STA 208+63.62 191

192193

194195196197

198199200201

202203

205

248

P L

PL

PL

PL

PL

PL

W/R TSIXE W/R TSIXE

W/R TSIXEW/R TSIXE

18"

18"

18"

18"

18"

HCTI

D TA

LF ’

4

HCTID TALF ’4

TO

RE

MAI

N18" E

X PIPE

TO

RE

MAI

N18" E

X PIPE

TO REMAIN

12" EX PIPE

TO RE

MAI

N

MAI

NT

AI

N 24" E

X PIPE

TO RE

MAI

N

24" E

X PIPEHCTID TALF ’4

HCTID TALF ’4

HCTI

D TAL

F ’

4

HCTID TALF ’4

HCTID TALF ’4

HCTID TALF ’4

HCTID TALF ’4

DISTRICT CD

DISTRICT CD

#3635

DISTRICT CD

#3

DISTRICT CD

#4

LOCATION CD

#D5

DISTRICT CD

#9

DISTRICT CD

#21

DISTRICT CD

#651

DISTRICT CD

#902

DISTRICT CD

DISTRICT CD

#563

DISTRICT CD

#904

DISTRICT CD

#544

DISTRICT CD

#905

DISTRICT CD

#117

LOCATION CD

#D3

LOCATION CD

#D1612

LOCATION CD

#D1545

LOCATION CD

#D1565

LOCATION CD

#D1509

REVISION DATES

DRAWING No.

DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA

9/15/2014

USER:rgraham gplotborder-V8i-PO.tbl

M:\0008430 SR 316 @ SR 11\Design\DGNs\0008430_ProfileSR11.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS

OFFICE: ROADWAY DESIGN

S.R. 11

CSNHS-0008-00(430)

8:17:36 AM

GR2EDG

STATE

GA

GPLOT-V8

15-000111/30/2011

MAINLINE PROFILE

GEORGIA

TRANSPORTATION

OF

DEPARTMENT

1" = 10’ VERT.

1" = 50’ HORIZ.

870

880

890

900

910

920

930

940

950950

870

880

890

900

910

920

930

940

950950

500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00 508+00 509+00 510+00 511+00 512+00 513+00 514+00 515+00

884.62

885.49

886.36

887.23

888.10

888.91

889.52

889.91

890.10

890.07

889.83

889.39

888.89

888.39

887.89

887.38

886.88

886.38

885.88

885.38

884.88

884.37

883.87

883.37

882.87

882.37

881.87

881.37

880.86

880.36

879.86

884.62

885.44

886.32

887.09

887.73

888.23

888.47

888.58

888.43

888.18

887.73

887.25

886.85

886.42

886.15

885.80

885.41

885.10

884.89

884.48

884.35

884.03

883.71

883.14

882.74

882.17

881.45

880.36

878.84

877.28

875.82

PVI 500+00.00

PVI EL=884.62

PV

C 502+12.50

PV

C EL=888.32

PVI 503+75.00

PVI EL=891.15

VHI

GH 504+18.66

EL= 890.11

PVT 505+37.50

PVT EL=889.52

1.7402%

-1.0031%

325.00 VC

ST

A. 512+12.82

EL=882.74

GIFT

ON T

HO

MAS

RD

ST

A. 6+00.00

BE

GI

N P

ROJE

CT

DS = 55 MPH

K = 118.47

800

810

820

830

840

850

860

870

880880

800

810

820

830

840

850

860

870

880880

515+00 516+00 517+00 518+00 519+00 520+00 521+00 522+00 523+00 524+00 525+00 526+00 527+00 528+00 529+00

790

800

810

820

830

840

850

860

870870

790

800

810

820

830

840

850

860

870870

529+00 530+00

879.86

879.36

878.86

878.36

877.85

877.35

876.85

876.35

875.85

875.35

874.85

874.29

873.58

872.73

871.71

870.54

869.22

867.75

866.12

864.34

862.40

860.31

858.07

855.67

853.17

850.67

848.17

845.67

843.17

875.82

874.19

872.18

870.11

868.31

866.13

863.94

861.36

858.54

855.59

853.14

851.20

849.50

848.30

847.18

845.40

843.44

841.67

839.14

836.63

833.55

830.41

826.84

823.13

819.37

815.62

811.83

808.36

805.17

843.17

840.67

838.17

805.17

802.47

800.06

PV

C 520+08.50

PV

C EL=874.76

PVI 523+33.50

PVI EL=871.50

PVT 526+58.50

PVT EL=855.25

-1.0031%

-5.0000%

650.00 VC

-5.0000%

ST

A. 118+56.31

RA

MP

B

ST

A. 200+00.00

RA

MP

A

EL=874.98

ST

A. 519+86.10

ST

A. 523+36.00

EL=868.17

RA

MP

C

ST

A. 300+00.00

RA

MP

D

ST

A. 420+61.86

DS = 55 MPH

K = 162.63

BE

GI

N

BRI

DGE

ST

A. 520+40.28

EL=874.41

EL=869.75

ST

A. 522+80.90

EN

D

BRI

DGE

SR 11

SR 316

EL. 848.02

ST

A. 726+64.91

EL. 872.52

ST

A. 521+60.59

REVISION DATES

DRAWING No.

DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA

9/15/2014

USER:rgraham gplotborder-V8i-PO.tbl

M:\0008430 SR 316 @ SR 11\Design\DGNs\0008430_ProfileSR11.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS

OFFICE: ROADWAY DESIGN

S.R. 11

CSNHS-0008-00(430)

8:17:42 AM

GR2EDG

STATE

GA

GPLOT-V8

15-000211/30/2011

MAINLINE PROFILE

GEORGIA

TRANSPORTATION

OF

DEPARTMENT

1" = 10’ VERT.

1" = 50’ HORIZ.

780

790

800

810

820

830

840

850

860860

780

790

800

810

820

830

840

850

860860

530+00 531+00 532+00 533+00 534+00 535+00 536+00 537+00 538+00 539+00 540+00 541+00 542+00 543+00 544+00 544+91

838.17

835.67

833.17

830.67

828.17

825.67

823.17

820.67

818.17

815.69

813.38

811.29

809.42

807.76

806.31

805.08

804.07

803.28

802.70

802.33

802.18

802.25

802.54

802.97

803.41

803.85

804.28

804.72

805.16

805.60

805.95

800.06

798.28

796.92

796.08

795.43

795.23

795.07

795.00

795.15

795.19

795.35

795.60

795.99

796.55

797.28

798.02

798.79

799.63

800.33

800.91

801.44

802.04

802.47

802.87

803.31

803.63

803.99

804.38

804.84

805.38

805.95

PV

C 534+30.59

PV

C EL=816.65

PVI 537+70.59

PVI EL=799.65

VL

OW 540+09.21

Elev 802.18

PVT 541+10.59

PVT EL=802.62

PVI 544+90.70

PVI EL=805.95

-5.0000%

0.8761%

680.00 VC

CH

UR

CH

DRI

VE

WA

Y #1

EL=814.44

ST

A. 534+76.48

ST

A. 538+92.46

EL=802.77

CH

UR

CH

DRI

VE

WA

Y #2

EN

D P

ROJE

CT

DS = 55 MPH

K = 115.72

REVISION DATES

DRAWING No.

DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA

8/29/2014

USER:rgraham gplotborder-V8i-PO.tbl

M:\0008430 SR 316 @ SR 11\Design\DGNs\0008430_ProfileSR316.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS

OFFICE: ROADWAY DESIGN

CROSSROAD PROFILE

S.R. 316

CSNHS-0008-0(430)

11:25:47 AM

GR2EDG

STATE

GA

GPLOT-V8

16-000811/30/2011

GEORGIA

TRANSPORTATION

OF

DEPARTMENT

1" = 10’ VERT

1" = 50’ HORIZ

830

840

850

860

870

880

890

900

910910

830

840

850

860

870

880

890

900

910910

700+00 701+00 702+00 703+00 704+00 705+00 706+00 707+00 708+00 709+00 710+00 711+00 712+00 713+00 714+00 715+00

835.97

837.01

838.32

839.62

840.89

842.17

843.41

844.73

846.19

848.32

848.10

849.82

851.28

852.65

853.60

854.77

855.95

856.96

857.94

858.94

859.11

860.02

860.64

861.25

861.87

862.37

862.66

862.94

863.22

863.37

863.36

ELE

VATI

ON 851.83

ST

A. 400+00.00

RA

MP

DST

A. 706+22.49

SR 316

ELE

VATI

ON 855.97

ST

A. 100+00.00

RA

MP

AST

A. 708+01.18

SR 316

840

850

860

870

880

890

900

910

920920

840

850

860

870

880

890

900

910

920920

715+00 716+00 717+00 718+00 719+00 720+00 721+00 722+00 723+00 724+00 725+00 726+00 727+00 728+00 729+00 730+00

863.36

863.35

863.38

863.12

862.80

862.27

861.75

861.05

860.30

859.55

860.39

859.04

857.60

856.19

854.91

853.70

852.60

851.54

851.85

851.20

850.25

849.39

848.78

848.17

847.70

847.49

847.41

847.42

847.61

847.61

846.71

ELE

VATI

ON 872.45

ST

A. 521+64.51

SR 11

ST

A. 726+64.91

SR 316

REVISION DATES

DRAWING No.

DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA

8/29/2014

USER:rgraham gplotborder-V8i-PO.tbl

M:\0008430 SR 316 @ SR 11\Design\DGNs\0008430_ProfileSR316.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS

OFFICE: ROADWAY DESIGN

CROSSROAD PROFILE

S.R. 316

CSNHS-0008-00(430)

11:25:56 AM

GR2EDG

STATE

GA

GPLOT-V8

16-000911/30/2011

GEORGIA

TRANSPORTATION

OF

DEPARTMENT

1" = 10’ VERT

1" = 50’ HORIZ

840

850

860

870

880

890

900

910

920920

840

850

860

870

880

890

900

910

920920

730+00 731+00 732+00 733+00 734+00 735+00 736+00 737+00 738+00 739+00 740+00 741+00 742+00 743+00 744+00 745+00

846.71

847.78

848.84

850.00

849.67

850.37

851.23

852.09

853.11

854.15

855.41

854.69

855.75

856.59

857.18

857.67

857.80

857.93

857.97

857.83

857.74

857.72

857.63

857.49

857.23

856.72

856.13

855.53

854.93

853.83

852.71

820

830

840

850

860

870

880

890

900900

820

830

840

850

860

870

880

890

900900

745+00 746+00 747+00 748+00 749+00 750+00 751+00 752+00 753+00 754+00 755+00 756+00 757+00

852.71

852.34

851.76

851.14

850.32

849.51

848.69

847.72

846.64

845.62

844.62

843.62

844.91

843.58

842.26

841.18

840.45

839.73

838.72

837.55

836.37

835.21

834.10

834.92

833.25

ELE

VATI

ON 852.44

ST

A. 318+68.31

RA

MP

CST

A. 745+42.50

SR 316

ELE

VATI

ON 841.42

ST

A. 225+88.76

RA

MP

BST

A. 752+33.89

SR 316