-
CSNHS-0008-00(430)
PROJECT
TS
AT
E
O GF EO
RG
IA
1776
C
ONS
TITUTION
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 MAX
4:1
-
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 MAX
4:1
-
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 400SCALE 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 400SCALE 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 D
EVAP ’5.6
REDLUO
HS DE
VAP ’5
.6
REDLUO
HS DEV
AP 5.
6
’0
6
15.
89
+
88.
35
+
CR
’8
4
49.
85
+
REDLUOHS
DEVAP ’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+
33.5
8
+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 REM
AIN18" E
X PIPE
TO R
EMAI
N
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 N
o. 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 N
o. 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 REMAIN
24" 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
MATC
H LI
NE
STA. 8
12+0
0.00 D
RAWI
NG N
o. 1
4-00
03
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
17615
0
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+00.00
BEGIN 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
DRAWIN
G No.
14-0
004
MATC
H LI
NE
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 TA
LF ’
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
0008430_01-0010008430_05-0010008430_05-0020008430_05-0030008430_05-0040008430_11-0010008430_11-0020008430_13-0020008430_13-0030008430_13-0040008430_14-0020008430_14-0050008430_15-0010008430_15-0020008430_16-0080008430_16-009
