gplot-v8 gplotborder-v8i-po.tbl r m a l m d t a n r t dr n ... · n 15 4839.291 sta. 410+42.24 sr...
TRANSCRIPT
MILES
DATE
DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA
PLANS COMPLETED - -
REVISIONS
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
LENGTH OF PROJECT
PREPARED BY:
SPEED DESIGN:
SR 369/MATT HWY/BROWNS BRIDGE ROAD
LOCATION SKETCH
DESIGNED IN ENGLISH UNITS.
PROJECT DESIGNATION:
CHIEF ENGINEER
DESIGN
SUBSECTIONS 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
MAJOR ARTERITAL
FUNCTIONAL CLASS:
8% IN CONG. DIST. NO. 7.
92% IN CONG. DIST. NO. 9 &
FORSYTH COUNTY AND IS
THIS PROJECT IS 100% IN
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
0.060
2.374
2.434
0.000
2.434
SR 369/MATT HWY/BROWNS BRIDGE ROAD: 45 MPH
SR 9/DAHLONEGA HIGHWAY: 50 MPH
SR 306/KEITH BRIDGE ROAD: 50 MPH
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
FROM SR 9 TO SR 306DR WALCZT
LO
H
603 RS
9
RS
96
3
RS
963 R
S
00
4
RS
00
4
RS
DR NWODGNITTESR
D
NT
M
LA
OC
DR N
RA
B
ET
ATS
DR
NI
TR
AM
DR
NI
TR
AM
603 RS
DR NRUBDAHS
SITE LOCATION
01-01
E: 2320390.72
N: 1551095.20
STA. 171+75.00
PROJECT MIDPOINT
16’
R=75’
2000 4000
SCALE IN FEET
0 1000
3/29/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
01-01.dgn
GRWCOV
SHEET NO.PROJECT NUMBER
TOTAL SHEETSSTATE
GA
01/26/2015
DRAWING No.
CONCOVOLD
SR 369/M
ATT HWY
SR 9/DAHLONEGA H
WY
COAL MOUNTAIN DR
SETTIN
GDOWN RD
BRIDGETO
WNE DR
US 19/SR 400
SR 9/DAHLONEGA H
WY
SR 3
06/K
EITH B
RIDG
E RO
AD
SR 369/BROWNS BRIDGE ROAD
US 19/SR 400
TS
AT
E
O
GF
E OR
G
IA
1776
CO
NS
TITUTION
JUSTIC
E
OM DER
ATION
DOM
WIS
E 2315092.055
N 1554331.402
STA. 107+50.00
SR 369/MATT HWY
BEGIN PROJECT
E 2315322.775
N 1554389.486
STA. 300+94.28
COAL MOUNTAIN DR
LIMIT OF CONSTRUCTION
E 2316714.208
N 1554645.480
STA. 327+30.00
SR 9/DAHLONEGA HWY
LIMIT OF CONSTRUCTION
E 2318169.001
N 1553951.727
STA. 347+14.00
SETTINGDOWN RD
LIMIT OF CONSTRUCTION
E 2318821.002
N 1552550.628
BRIDGETOWNE DR STA. 360+00.00
SR 369/BROWNS BRIDGE RD STA. 150+02.63=
E 2318712.120
N 1552470.834
STA. 358+65.01
BRIDGETOWNE DR
LIMIT OF CONSTRUCTION
E 2316491.909
N 1553950.168
SR 9/DAHLONEGA HWY STA. 320+00.00BRIDGE RD STA. 122+07.65=SR 369/MATT HWY/BROWNS
E 2317574.820
N 1553587.264
SETTINGDOWN RD STA. 340+00.00
SR 369/BROWNS BRIDGE RD STA. 133+50.00=
E 2316142.275
N 1552802.274
STA. 308+00.00
SR 9/DAHLONEGA HWY
LIMIT OF CONSTRUCTION
E 2315306.704
N 1554296.586
COAL MOUNTAIN DR STA. 300+00.00
SR 369/MATT HWY STA. 109+67.46=
E 2323514.466
N 1548439.291
STA. 410+42.24
SR 306/KEITH BRIDGE RD
LIMIT OF CONSTRUCTION
E 2324712.875
N 1549178.755
STA. 424+51.94
SR 306/KEITH BRIDGE RD
LIMIT OF CONSTRUCTION
E 2325102.132
N 1548512.969
STA. 440+81.38
PUBLIX DRIVEWAY
LIMIT OF CONSTRUCTION
E 2315900.407
N 1547858.653
STA. 236+00.00
SR 369/BROWNS BRIDGE RD
END PROJECT
E 2324317.755
N 1548959.360
SR 306/KEITH BRIDGE RD STA. 420+00.00
SR 369/BROWNS BRIDGE RD STA. 216+72.22=
E 2325055.645
N 1548446.170
PUBLIX DRIVEWAY STA. 440+00.00
SR 369/BROWNS BRIDGE RD STA. 225+71.02=
100+46
110+00
330+00
120+00 1
30+00
343+38140+00
150+
00
355+92
160+
00
170+00 1
80+00 1
90+00
200+00
210+00
427+00 220+00
230+00
239+68
410+00
310+00
SR 3
06/K
EITH B
RIDG
E RO
AD
E 2320390.720
N 1551095.199
SR 369/BROWNS BRIDGE RD STA. 171+75.00
PROJECT MIDPOINT
APPROX.LL
L LL 17
GRAVELDRIVE
TYPICAL SECTIONS
05-01DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
RECYCLED ASPH. CONC. 12.5 MM SUPERPAVE - (165 LB/SY)
RECYCLED ASPH. CONC. 19 MM SUPERPAVE - (220 LB/SY)
RECYCLED ASPH. CONC. 25 MM SUPERPAVE - (440 LB/SY)
A
B
C
D
E
F
G SODDING
CONC SIDEWALK, 4 IN
GRADED AGGREGATE BASE COURSE, 12 INCH, INCL MATL
H
CONC MEDIANI
CONC CURB & GUTTER 8 IN X 30 IN, TP 2
CONC CURB & GUTTER 8 IN X 30 IN, TP 7
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
05-01.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
SR 369/MATT HWY/BROWNS BRIDGE ROAD
6:12:29 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
NOT TO SCALE
24’-0" 10’-0" 10’-0" 24’-0"
CL
Profile Grade
12’-0" 12’-0"12’-0" 12’-0"
Travel Lane Travel LaneTravel LaneTravel Lane
2’-6"
0’-6" 0’-6"
2’-6"
4% 4%
EXISTING ROADWAY WIDTH VARIES
16’-0"
5’-0"6’-0"
2:1
MAX
2:1 MAX
2’-6"
Sidewalk
Shoulder
6"
2%
16’-0"
2%
5’-0" 6’-0"
2:1 MAX
2:1
MAX
2’-6"
Sidewalk
Shoulder
8’-0" 10’-0" 36’-0"
CL
Profile Grade
12’-0" 12’-0"12’-0" 12’-0"
Travel Lane Travel LaneTravel LaneTravel Lane
2’-6"
0’-6"
4%
EXISTING ROADWAY WIDTH VARIES
12’-0"
5’-0"
2’-0"
2:1
MAX
2:1 MAX
2’-6"
Sidewalk
Shoulder
6"
2%
12’-0"
Auxilary Lane
12’-0"
5’-0"
2’-0"
2:1 MAX
2:1
MAX
2’-6"
Sidewalk
Shoulder
6"
2%
12’-0"
Auxilary Lane
36’-0"
0’-6"
2’-6"
2’-0"
2’-0"
12’-0"
Auxilary Lane
1FOR SUPERELEVATIONSSEE CROSS-SECTIONS
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
H
GE
H
GE
H
GE
H
G EFF
FF
I
I
11
1 1
NOT TO SCALE
TYPICAL SECTIONS
05-02DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
RECYCLED ASPH. CONC. 12.5 MM SUPERPAVE - (165 LB/SY)
RECYCLED ASPH. CONC. 19 MM SUPERPAVE - (220 LB/SY)
RECYCLED ASPH. CONC. 25 MM SUPERPAVE - (440 LB/SY)
A
B
C
D
E
F
G SODDING
CONC SIDEWALK, 4 IN
GRADED AGGREGATE BASE COURSE, 12 INCH, INCL MATL
H
CONC MEDIANI
CONC CURB & GUTTER 8 IN X 30 IN, TP 2
CONC CURB & GUTTER 8 IN X 30 IN, TP 7
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
05-02.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
SR 369/MATT HWY/BROWNS BRIDGE ROAD
6:12:43 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
NOT TO SCALE
24’-0" 10’-0" 10’-0" 24’-0"
CL
Profile Grade
12’-0" 12’-0"12’-0" 12’-0"
Travel Lane Travel LaneTravel LaneTravel Lane
2’-6"
0’-6" 0’-6"
2’-6"
4% 4%
EXISTING ROADWAY WIDTH VARIES
18’-0"
10’-0"2’-6"
2:1
MAX
2:1 MAX
2’-6"
Shoulder
6"
2%
16’-0"
2%
5’-0" 6’-0"
2:1 MAX
2:1
MAX
2’-6"
Sidewalk
Shoulder
8’-0" 10’-0" 36’-0"
CL
Profile Grade
12’-0" 12’-0"12’-0" 12’-0"
Travel Lane Travel LaneTravel LaneTravel Lane
2’-6"
0’-6"
4%
EXISTING ROADWAY WIDTH VARIES
15’-6"
2:1
MAX
2:1 MAX
2’-6"
Shoulder
6"
2%
12’-0"
Auxilary Lane
12’-0"
5’-0"
2’-0"
2:1 MAX
2:1
MAX
2’-6"
Sidewalk
Shoulder
6"
2%
12’-0"
Auxilary Lane
36’-0"
0’-6"
2’-6"
2’-0"
2’-0"
12’-0"
Auxilary Lane
1FOR SUPERELEVATIONSSEE CROSS-SECTIONS
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
H
GE
H
GEH
GE
H
G EFF
FF
I
I
11
1 1
NOT TO SCALE
Shared Use Path
Shared Use Path
10’-0"
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-01
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
MATC
H LI
NE ST
A. 113+00.00
DR
AWI
NG
No. 13-02
REVISION DATES
DRAWING No.
3/29/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-01.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
SR 369/MATT HWY
8:10:01 AM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
CURVE #8
CURVE #1
107+00
108+00
109+00
110+00
111+00
112+00
P.T. 108+02.97
P.
C. 108+57.86
S 80°39’27.6" E
N 09°48’53.8" E
301+00
P.C. 301+15.77
P.I. 301+66.16
e= MATCH EXISTING
E= 3.12
R= 2490.00
L= 249.12
T= 124.66
D= 02°18’03.73"
DELTA= 05°43’56.2" (RT)
E= 2315017.9169
N= 1554344.0962
PI Sta= 106+78.52
Curve# 1
e= MATCH EXISTING
E= 1.95
R= 650.00
L= 100.57
T= 50.38
D= 08°48’53.05"
DELTA= 08°51’53.3" (LT)
E= 2315334.8445
N= 1554459.2504
PI Sta= 301+66.16
Curve# 8
CURVE #2
e= NC
E= 33.10
R= 5930.00
L= 1250.25
T= 627.45
D= 00°57’58.33"
DELTA= 12°04’47.9" (RT)
E= 2315814.2129
N= 1554213.0937
PI Sta= 114+85.31
Curve# 2
COAL
MOUNTAIN DR
E 2315088.569
N 1554331.902
STA. 107+50.00
SR 369/MATT HWY
BEGIN PROJECT
E 2315306.520
N 1554295.523
COAL MOUNTAIN DR STA. 300+00.00
SR 369/MATT HWY STA. 109+70.98=
E 2315325.271
N 1554403.913
STA. 301+10.00
COAL MOUNTAIN DR
LIMIT OF CONSTRUCTION
12’
12’
14’
12.25’
14’
11.83’
25.25’24.89’
R=75’
R=75’
16’ 16’
R=6.5’
12’12’
14’
12’
12’
12’
SIDEWALK
SIDEWALK
SIDEWALKSIDEWALK
89°22’47"
FORSYTH CO BD OF EDUCATION
N/F
BARBARA JEAN & RANDALL DAY
N/F
HOWARD PARTNERS LLLP
N/F
C/O RANDALL DAY
RUBY MARTIN DAY-LIFE ESTATE
N/F
470W/R .XEW/R .XE W/R .XE
W/R .XE
W/R .XE
ONE STORY BUILDING
SIGNRIGHTKEEP
SIGNYIELD
SIGN25 MPHSCHOOL
FLASHING SIGN35 MPH WHEN
ISLANDCONC.
HOUSE
BUILDING
FL 1219.54’
FL 1218.82’
FL 1210.70’
FL 1209.98’
FL 1211.39’
FL 1208.75’
FL 1206.59’
18"CMP 18"CMP
SIGNENTERDO NOT
MB
WV MARKER
CP#1
CP#2
CP#524
CP#619
ELEMENTARY SIGNCOAL MOUNTAIN
SIGNSTOP
SIGNLOW SHOULDER
N. FORSYTH H.S. SIGN
TD .XE
EX. DT
E.O.P.
DRIVEASPH.
12" RCP
DRIVEASPH.
APRON
CONC.
E.O.P.
BASINCATCHCONC.
DRIVEASPH.
TD .XE
BRUC
E.O.P.
BR
UC
E.O.P.
E.O.P.
E.O.P.
E.O.P.
EC
NE
F
ERI
W
BRUC
DRIVE
ASPH.
TD .XE
SR 369/MATT HWY
E.O.P.
E.O.P.
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-02
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
MATC
H LI
NE ST
A. 113+00.00
DR
AWI
NG
No. 13-01
REVISION DATES
DRAWING No.
3/29/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-02.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
SR 369/MATT HWY
8:11:42 AM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
MAT
CH LI
NE ST
A. 118+00.00
DR
AWI
NG
No. 13-03
CURVE #2
114+00
115+00
116+00
117+00P
.I. 114+85.31
e= NC
E= 33.10
R= 5930.00
L= 1250.25
T= 627.45
D= 00°57’58.33"
DELTA= 12°04’47.9" (RT)
E= 2315814.2129
N= 1554213.0937
PI Sta= 114+85.31
Curve# 2
12’
12’
12’
12’
14’
R=7’
R=15’R=15’
R=10’R=42’
R=18’
GRAVITY WALL
STA. 115+50.00BEGIN GRAVITY WALL
STA. 116+85.00END GRAVITY WALL
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
20’
24’
CUMMING LAND DEVELOPERS LLC
N/F
DEBORAH ANN WILL
JOHN DAVID &
N/FBENJAMIN CARL WOFFORD
BOBBY JOE JR &
N/F
ROBERT PICKRON
N/F
GEORGIA POWER COMPANY
N/F
HOWARD PARTNERS LLLP
N/F
BARBARA JEAN & RANDALL DAY
N/F
5
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
HOSPITAL SIGNCOAL MOUNTAIN ANIMAL
BUILDING
BUILDING OVERHANG
ONE STORY BUILDING
BUILDING
ONE STORY
SIGNSIGNAL AHEAD SIGN
JCT 9
SIGN45 MPH
3’ WOOD FENCE
FL 1206.85’FL 1204.06’
FL 1202.59’
FL 1205.42’
FL 1205.62’FL 1205.58’
FL 1206.27’ FL 1206.33’
36"RCP
18"CMP
12"RCP
12"RCP15"RCP
FL 1206.59’
SIGNSIG. AHEAD
MB’S WV MARKER
WV MARKER
CP#618
CP#880
MARKERLINEWATER
FL 1205.37’
LUNCH SPECIAL SIGN
TD .
XE
TD .XE
TD .XEEX. DT
TD .XE
TD .XE
TD .XE
TD .XE
APRONASPH.
BRUC
BRUC
P.O.ET
D .
XE
BRUC
E.O.P.
BRUC
APRON
ASPH.
E.O.P.
ASPH. PARKING
E.O.P.
EMULF .CNOC
E.O.P.
CHAIN LINK FENCE
C&G
P.O.E
G&C
KL
AW
EDI
S
EC
NE
F
KNI
L
NI
AH
C ’
6
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-03
12’ 12’ 12’
12’
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/29/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-03.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
8:13:24 AM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
MATC
H LI
NE ST
A. 118+00.00
DR
AWI
NG
No. 13-02
SR 369/MATT HWY/BROWNS BRIDGE RD
SR 9/DAHLONEGA HWY
MATCH LINE STA.
318+50.00
DRAWING No. 14-02
MATCH LINE STA. 3
21+50.00 DRAWING No. 1
4-03
MATC
H LI
NE ST
A. 123+50.00
DR
AWI
NG
No. 13-04
CURVE #3
119+00
120+00
121+00
122+00
123+00
P.T. 121+08.11
P.C. 122+08.42
S 68°34’39.7" E
319+00
321+00
N 17°43’46.9" E
CURVE #2
e= NC
E= 33.10
R= 5930.00
L= 1250.25
T= 627.45
D= 00°57’58.33"
DELTA= 12°04’47.9" (RT)
E= 2315814.2129
N= 1554213.0937
PI Sta= 114+85.31
Curve# 2
N 16°46’37.4" E
e= NC
E= 2.98
R= 5930.00
L= 376.17
T= 188.15
D= 00°57’58.33"
DELTA= 03°38’04.5" (LT)
E= 2316666.8464
N= 1553878.5674
PI Sta= 123+96.57
Curve# 3
SR 369/MATT HWY
SR 369/BROWNS BRIDGE ROAD
SR 9/DAHLONEGA H
WY
SR 9/DAHLONEGA H
WY
E 2316491.066
N 1553947.534
SR 9/DAHLONEGA HWY STA. 320+00.00
SR 369/MATT HWY/BROWNS BRIDGE RD STA. 122+07.74=
12’
12’
12’
12’
12’
12’
8’
12’
12’
8’
R=4’
R=4’
SIDE
WALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDE
WALK
SIDE
WALK
SIDE
WALK
SIDEWALK
14’14’
R=25’ R=25’
86°18’27"
85°21’17"
16’
16’
12’ 12’ 12’ 12’
16’ 16’R=70’
R=75’
R=75’
R=65’
R=440’
R=440’
12’
12’
12’
12’
12’
10’ MULTI-USE TRAIL
NORRIS & PATRICIA ANN HOWARD
N/F
COAL MTN BUILDERS SUPPLY
N/F
ANDREW H PLYLER
N/F
PROPERTY TAX DEPT
REGIONS FINANCIAL CORPORATION
N/F
BENJAMIN CARL WOFFORD
BOBBY JOE JR &
N/F
GEORGIA POWER COMPANY
N/F
CORNERS LLCN/F
2351
2378
6
NORRIS HOWARD
N/F
NORRIS HOWARD
N/F
W/R .XE
W/R .XE
W/
R .
XE
W/
R .
XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
GAS PUMP CANOPY
STORAGE BUILDING
BUILDING
TWO STORY
TWO STORY BUILDING
ONE STORY BUILDING
ONE STORY BUILDING
BUILDINGONE STORY
ONE STORY BUILDING
SIGNMILE 10
SIGN369 WEST
CITIES DIRECTIONAL SIGN
SIGNNO PARKING
POLE
PED
BOX
SIGNAL
TRAFFIC
POLE
PED
BOX
SOUTH
BELL
SIGN
NORTH 9
ASPH. APRON
ASPH. PARKING
ASPH. PARKING
ASPH. PARKING
DRIVEDIRT
FL 1210.01’ FL 1210.21’
FL 1212.33’FL 1212.33’
BOXCONTROLTRAFFIC
SIGN
HWY 369 / 9SIGNBANKREGIONS
POLE
PED
15"CMP
15"RCP
15"RCP
15"RCP
N I.E. OUT 1218.72’SE I.E. IN 1218.92’E I.E. IN 1218.95’JB TOP EL. 1221.38’
MARKERLINEWATER
MANHOLEB.SOUTH
POLEBOARDBILL
MARKERLINEWATER
SIG. BOXTRAFFIC
SIG. BOXTRAFFIC
POLEPED
ISLANDCONC.
ISLAND
CONC.
ISLAND
CONC.
SIG.BOX
TRAFFIC
SIGN
CHIROPRACTOR
POLE
STRAIN
MB
ROAD SIGNOLD FEDERAL CP#3
CP#1029
CP#1171
CP#2572
GAS STATION
CLEAN OUT
FL 1214.60’
WOOD PORCH
OUT
CLEAN
CP#15282
POLESTRAIN
POLEPED
POLEPED
15"RCP
18"RCP
ASPH. PARKING
CHEVRON SIGN
POLE
FLAGBUILDING
BOXAT&T
EX. DT
TD .XE
E.O.P.
GATE
APRONASPH.
ASPH. APRON
TD .
XE
E.O.P.
BRUC
GATE EDGE OF CONC. PARKING
SR 9/ DAHLONEGA H
WY
GATE
CHAIN LINK FENCE
FLUMECONC.
BILL BOARD
ASPH. APRON
CHAIN LINK FENCE
UG G
AS T
ANKS
CONC.
AREA F
OR
CONC. ISLAND
E.O.P.
LL
AW
KC
OL
B
BRUC
DN
AL
SI .CNOC
I.E. OUT 1217.24’I.E IN 1217.35’JB TOP EL. 1219.81’
C&G
E.O.P.
KLAW
EDIS
FL 1220.68’
SIDEWALK
BR
UC
KLAWEDIS
E.O.P.
BR
UC
VAULTWATERCONC.
BR
UC
BR
UC
CHAIN LINK FENCE
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-04
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-04.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
6:19:12 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
MAT
CH LI
NE ST
A. 123+50.00
DR
AWI
NG
No. 13-03
MAT
CH LI
NE ST
A. 128+50.00
DR
AWI
NG
No. 13-05
SR 369/BROWNS BRIDGE RD
CURVE #3
124+00
125+00
126+00
127+00
128+00
P.T. 125+84.59
P.I. 123+96.57
S 72°12’44.3" E
e= NC
E= 2.98
R= 5930.00
L= 376.17
T= 188.15
D= 00°57’58.33"
DELTA= 03°38’04.5" (LT)
E= 2316666.8464
N= 1553878.5674
PI Sta= 123+96.57
Curve# 3
SR 369/BROWNS BRIDGE ROADSR 369/BROWNS BRIDGE ROAD
R=35’
R=35’
R=10’
12’
12’
12’
12’
12’
12’
8’
12’
12’
20’
12’
12’
SIDEWALK
14’14’ 10’ MULTI-USE TRAIL
B & C PROPERTIES LLC
NN/F
369 CORNERS LLC
N/F
PROPERTY TAX DEPT
REGIONS FINANCIAL CORPORATION
N/F
CORNERS LLC
N/F
2557
PLYLER
ANDREW H
N/F
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
ONE STORY BUILDING THRU CANOPYBANK DRIVE
ONE STORY BUILDING
BUILDING
ONE STORY
ONE STORY BUILDING
SIGNEXIT
SIGNSTOP
JCT 9 SIGN
SIGNTURN ONLYCENTER LANE
SIGNNO PARKING SIGN
NO PARKING
DRIVECONC.
ASPH. PARKING
DRIVECONC.
FL 1221.20’
FL 1220.68’
15"RCP
SIGNHWY 369 / 9
BOXBELLSOUTH
FL 1221.20’
CP#4
CP#3310
CP#3311
WATER LINE MARKER
15"RCP
ASPH. PARKING
PAD
CONC. OUT
CLEAN
CANOPY
EX. DT
EX. DT
BOXSIGNALTRAFFIC
CONC. ISLAND
SR 9/BROWNS BRIDGE RD
E.O.P.
E.O.P.
E.O.P.
BR
UC
WOOD FENCE
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-05
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-05.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
6:20:57 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
MAT
CH LI
NE ST
A. 128+50.00
DR
AWI
NG
No. 13-04
SR 369/BROWNS BRIDGE RD
MAT
CH LI
NE ST
A. 132+50.00
DR
AWI
NG
No. 13-06
e= 4.00%
E= 11.96
R= 250.00
L= 151.65
T= 78.24
E= 2317701.9014
N= 1553751.1692
PI Sta= 342+07.40
Curve# 10
129+00
130+00
131+00
132+00
S 72°12’44.3" E
SR 369/BROWNS BRIDGE ROADSR 369/BROWNS BRIDGE ROAD
12’
12’
20’
12’
12’
12’
12’
12’
12’
12’
8’
SIDEWALK
10’ MULTI-USE TRAIL
10’ MULTI-USE TRAIL
+11.12END NC
CORNERS LLC
N/F
369 CORNERS LLC
N/F
369 CORNERS LLC
N/F
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
BUILDING
ONE STORY
AHEAD SIGNINTERSECTION
SIGN45 MPH
FIRE DEPT SIGN
FL 1217.30’
FL 1218.56’FL 1219.48’
FL 1219.70’
18"RCP
15"RCP
AHEAD SIGNTRAFFIC SIG.
EX. DT
TD .XE
TD .XE TD .XETD .XE
E.O.P.
E.O.P.
E.O.P.
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-06
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-06.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
6:22:42 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
SR 369/BROWNS BRIDGE RD
MATC
H LI
NE ST
A. 132+50.00
DR
AWI
NG
No. 13-05
SETTINGDOWN RD
MATCH LINE STA. 342+00.00 DRAWING No. 14-04
MATC
H LI
NE ST
A. 137+50.00
DR
AWI
NG
No. 13-07
CURVE #4
CURVE #10
341+00
342+00
P.C. 341+29.16
P.I.
342+
07.4
0
342+
00
e= 4.00%
E= 11.96
R= 250.00
L= 151.65
T= 78.24
E= 2317701.9014
N= 1553751.1692
PI Sta= 342+07.40
Curve# 10
133+00 134+00
135+00
136+00
137+00
P.C. 133+82.38
S 72°12’44.3"
E
e= 3.00%
E= 76.28
R= 1800.00
L= 1030.08
T= 529.57
D= 03°10’59.16"
DELTA= 32°47’18.0" (RT)
E= 2318109.9044
N= 1553415.5938
PI Sta= 139+11.95
Curve# 4
70°00’00"
SR 369/BROWNS BRIDGE ROAD
SR 369/BROWNS BRIDGE ROAD
12’
12’
12’
12’
12’
12’
8’
12’
12’
12’
12’
12’
8’
R=4’
R=5’
SIDEWALK
12’
R=35’
R=35’
R=100’
R=4’
R=5’
12’12’
12’
12’12’
16’
SIDEWALK
E 2317574.820
N 1553587.264
SETTINGDOWN RD STA. 340+00.00
SR 369/BROWNS BRIDGE RD STA. 133+50.00=
SETTINGDO
WN ROAD
10’ MULTI-USE TRAIL
10’ MULTI-USE TRAIL
+96.75ZERO SUPER
+82.38REV. CROWN +25.19
BEG. FULL SE (3.00%)
+92.80ZERO SUPER
+29.16REV. CROWN
+65.52BEG. FULL SE (4.00%)
R=50’
16’
MAHLON C THOMAS
BOBBY MAHLON THOMAS &
N/F
BOBBY M THOMAS
N/F
BOBBY M THOMAS
N/F
369 CORNERS LLC
N/F
CORNERS LLC
N/F
�" RB
BOBBY M THOMAS
N/F
BOBBY M THOMAS
N/F
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
ONE STORY BUILDING
ONE STORY BUILDING
SIGNSTOP
VALVE MHWATER SHUTOFF
SIGNFIRE STATIONTRUCKS SIGN
NO THRU
SIGN40 MPH
PARKINGCONC.
PARKINGCONC.
FL 1218.84’FL 1217.89’
FL 1217.71’
FL 1208.61’
METAL TOP(CONC. W/SOLIDAREA DRAIN
I.E. OUT 1212.16’I.E. IN 1212.18’JB TOP EL. 1214.84’
18"RCP
18"RCP
I.E. IN 1221.60’JB TOP EL. 1221.57’
12"C
MP
12"RCP
10"DIP
GRAVEL AREA
BOXBELLSOUTH
TEST STATIONBIG FINK
BOXCOMM.
MARKERWATER LINE
FL 1217.71’
FL 1215.65’
CP#3447
CP#3777
CP#3943
ONE STORY BUILDING
ONE STORY BUILDING
GRAVEL AREA
ECNEF ERIW DEBRAB
EX. DT
E.O.P.
.CNOC FO EGDE
APRONASPH.
TD .XE
DAP .CNOC
E.O.P.
TD .XE
CONC.
WALL
TD .XE
.CNOC FO EGDE
E.O.P.
.C
NO
C
FO
EG
DE
.CNOC FO EGDE
TD .XE
TD .XE
SETTIN
GDOW
N RD
E.O.
P.
DRIV
E
CONC.
FL 1225.03’
FL 1224.36’
MB
TD .XE
E.O.
P.
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-07
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-07.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
6:24:29 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
SR 369/BROWNS BRIDGE RD
MATC
H LI
NE ST
A. 137+50.00
DR
AWI
NG
No. 13-06
MATC
H LI
NE ST
A. 143+00.00
DR
AWI
NG
No. 13-08
CURVE #4
138+00 1
39+00
140+00
141+00
142+00
P.I. 139+11.95
e= 3.00%
E= 76.28
R= 1800.00
L= 1030.08
T= 529.57
D= 03°10’59.16"
DELTA= 32°47’18.0" (RT)
E= 2318109.9044
N= 1553415.5938
PI Sta= 139+11.95
Curve# 4
SR 369/BROWNS BRIDGE ROAD
R=15’R=15’
R=10’
R=10’
R=10’
SIDEWALK
R=5’
SR 369/BROWNS BRIDGE ROAD
SIDEWALK
R=4’
12’
12’
12’
12’
12’
8’
R=4’
12’
12’
12’
12’
12’
8’
R=35’
R=10’R=10’
R=35’
12’
R=5’
R=15’R=15’
10’ MULTI-USE TRAIL
10’ MULTI-USE TRAIL
CONCRETE HEADER CURB
BOBBY M THOMAS
N/F
THOMAS SUPPLY CO
N/F
BOBBY M THOMAS
N/F
ROBERT PICKRON
N/F
BOBBY M THOMAS
N/F
BOBBY M THOMAS
N/F
10
11
W/R .XE
W/R .XE
W/R .XE
W/R .XE
ONE STORY BUILDING
WOOD SHED
STORAGE BUILDING
CAR PORT
STOR
AGE
BUIL
DING
WOOD SHED
AHEAD SIGNINTERSECTION
STAIRS
HOUSE
FL 1208.22’
FLAG POLE
FL 1202.45’
FL 1202.91’ FL 1202.17’
BOLLARDS
18"CMP
I.E. OUT 1204.57’I.E. IN 1204.60’JB TOP EL. 1206.61’
18"CMP
15"RCP
GRAVEL AREA
MB’S
STORE SIGNCENTERCUSTOM HOME
BOLLARD
METAL TOP)(CONC.WITH AREA DRAIN
WALLPLANTER WOOD
CP#4181
CP#4040
MARKERLINEWATER
TOP WALL DRAINAGE BASIN
I.E. IN 1202.45’JB TOP EL. 1205.63’
FL 1205.30’
FL 1205.31’
I.E. OUT 1208.46’JB TOP EL. 1210.85’
18"RCP
EGDE
.CN
OC
E.O.P.
E.O.P.
GATEMETAL
TD .XE
EGDE .CNOC
APRONASPH.
18"RCP
PARKINGCONC.
DRIVECONC.
TD .XE
TD .XE
DRIVEASPH.
GRAVEL AREA
E.O.P.
SIDE
WALK
ONE STORY BUILDING
ECNEF ERIW DEBRAB
SIDE
WALK
APRONASPH.
DRIVEASPH.
E.O.P.APRONASPH.
PARKINGASPH.
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-08
16’
16’
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-08.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
6:26:17 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
SR 369/BROWNS BRIDGE RD
MATC
H LI
NE ST
A. 143+00.00
DR
AWI
NG
No. 13-07
MAT
CH LI
NE ST
A. 148+50.00
DR
AWI
NG
No. 13-09
CURVE #4144+00
145+00
146+00
147+00
148+00
P.T. 144+12.45
S 39°25’26.2" E
e= 3.00%
E= 76.28
R= 1800.00
L= 1030.08
T= 529.57
D= 03°10’59.16"
DELTA= 32°47’18.0" (RT)
E= 2318109.9044
N= 1553415.5938
PI Sta= 139+11.95
Curve# 4
SR 369/BROWNS BRIDGE ROAD
R=50’
R=50’
R=10’
R=10’
12’
12’
12’
12’
12’
12’
12’
12’
20’
SR 369/BROWNS BRIDGE ROAD
SIDEWALK
12’
12’
12’
8’
SIDEWALK
10’ MULTI-USE TRAIL
10’ MULTI-USE TRAIL
+69.64END FULL SE (3.00%)
+12.45REV. CROWN
+98.08ZERO SUPER
+83.71BEGIN NC
C/O LAVISTA ASSOC INC
369 SHOPS LLC
N/F
BERTIE MAE BURGESS GRAVITT ETAL
NN/F
ROBERT PICKRON
N/F
BOBBY M THOMAS
N/F
W/R .XE
W/R .XE
W/R .XE
W/R .XE
WOOD SHED
STORAGE BUILDING
SIGNNO PARKING
SIGNNO PARKING
SIGNNO PARKINGSIGN
YIELD
ICV
FL 1191.53’
LINE ONLY SHOT
FL 1191.83’
FL 1191.11’
JB TOP EL. 1196.52’
FL 1193.56’
FL 1193.41’
FL 1192.41’
FL 1191.85’
COMM. BOXBELLSOUTH
SHOPS SIGNCOAL MOUNTAIN
ISLANDCONC.
LP GAS TANK
CB TOP EL. 1198.49’
24"C
MP
24"RCP
36"C
MP
18"CMP
DRAINAGE BASIN
18"CMP
SW I.E. OUT 1187.42’NE I.E. IN 1188.69’NW I.E. IN 1189.93’MH TOP EL. 1195.69’
MB
MB’S
MARKERLINE WATER
SIGNLEFTMERGE
BINTRASH
COMM. BOXBELLSOUTH
CP#4667
CP#4182
CP#4668
18"CMP
36"C
MP I.E. OUT 1184.95’
I.E. IN 1186.90’MH TOP EL. 1193.79’
APRONASPH.
TD .XE
G&C
APRONASPH.
G&C
E.O.P.
E.O.P.
G&
C
TD .XE
G&C
G&C
G&C
DRIVEGRAVEL
I.E. OUT 1190.74’MH TOP EL. 1195.68’
E.O.P.
DRIVEASPH.
EDGE OF HOUSE
E.O.P.
G&CTD .XE
E.O.P.
HOUSE
HOUSE
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-09
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-09.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
6:28:06 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
SR 369/BROWNS BRIDGE RD
MAT
CH LI
NE ST
A. 148+50.00
DR
AWI
NG
No. 13-08
MAT
CH LI
NE ST
A. 154+50.00
DR
AWI
NG
No. 13-10
359+00
P.T. 358+24.17
CURVE #5
CURVE #12
e= 4.00%
E= 8.06
R= 533.00
L= 184.25
T= 93.05
E= 2318604.1297
N= 1552391.6938
PI Sta= 357+32.98
Curve# 12
149+00
150+00
151+00
152+00
153+00
154+00
P.
C. 153+34.61
P.I. 154+41.63
S 39°25’26.2" E
e= NC
E= 0.57
R= 10000.00
L= 214.03
T= 107.02
D= 00°34’22.65"
DELTA= 01°13’34.6" (LT)
E= 2319099.7893
N= 1552211.5149
PI Sta= 154+41.63
Curve# 5
e= NC
E= 0.57
R= 10000.00
L= 214.03
T= 107.02
D= 00°34’22.65"
DELTA= 01°13’34.6" (LT)
E= 2319099.7893
N= 1552211.5149
PI Sta= 154+41.63
Curve# 5
86°48’36"
SR 369/BROWNS BRIDGE ROAD
BRIDGETO
WNE DR
E 2318712.120
N 1552470.834
STA. 358+65.01
BRIDGETOWNE DR
LIMIT OF CONSTRUCTION
R=75’
12’
12’
12’
12’
12’
16’
12’
12.22’12.11’
12.02’12.02’
E 2318821.002
N 1552550.628
BRIDGETOWNE DR STA. 360+00.00
SR 369/BROWNS BRIDGE RD STA. 150+02.63=
R=4’
SIDEWALK
SIDE
WALK
SIDE
WALK
12’
12’
12’
12’
8’
12’
SIDEWALK
SR 369/BROWNS BRIDGE ROAD
R=10’
20’
R=7.1’
10’ MULTI-USE TRAIL 10’ MULTI-USE TRAIL
R=75’
16’
C/O SAVAGE SAVAGE & BROWN
ANDALUSIA PROPERTIES INC
N/F
BERTIE MAE BURGESS GRAVITT ETAL
NN/F
C/O LAVISTA ASSOC INC
369 SHOPS LLC
N/F
14
15
16
17
18
W/R .XE
W/R
.XE
W/R .XE
W/
R .
XE
W/
R .
XE
W/R .XE
W/R .XEW/R .XE
W/R .XE
SIGNNO PARKING
SIGNYIELD
RELEC MKRGA PWR
ICV’S
SIGNSTOP
RELEC MKRGA PWR
ICV
CLEAN OUT
TRANS.ELEC.
& PLANTER BOXSUBDIV. SIGNBRIDGETOWNE
& PLANTER BOXSUBDIV. SIGNBRIDGETOWNE
FL 1188.33’ FL 1184.51’ FL 1184.35’
FL 1183.54’ FL 1182.51’FL 1182.27’ FL 1181.71’
18"CMP18"CMP
18"CMP18"CMP
ENDS SIGNRIGHT LANE
MARKERLINEWATER
BOXCABLE
MARKEROPTIC FIBERBELLSOUTH
CP#4713
CP#5360
CP#5508
TD .XE
TD .XETD .XE
E.O.P.
E.O.P.
APRONASPH.
TD .XE
APRONASPH.
TD .XE
G&
C
E.O.P.
FL 1187.83’
KL
AW
EDI
S
G&
C
KL
AW
EDI
S
G&
C
TD .XE BOXCOMM.
APRONASPH.
E.O.P.
E.O.P.
G&C
G&C
MARKERLINE WATER
COMM. BOXBELLSOUTH
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-10
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-10.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
6:29:58 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
SR 369/BROWNS BRIDGE RD
MAT
CH LI
NE ST
A. 154+50.00
DR
AWI
NG
No. 13-09
MAT
CH LI
NE ST
A. 160+50.00
DR
AWI
NG
No. 13-11
CURVE #5
155+00
156+00
157+00
158+00
159+00
160+00
P.T. 155+48.64
P.I. 154+41.63
S 40°39’00.9" E
e= NC
E= 0.57
R= 10000.00
L= 214.03
T= 107.02
D= 00°34’22.65"
DELTA= 01°13’34.6" (LT)
E= 2319099.7893
N= 1552211.5149
PI Sta= 154+41.63
Curve# 5
SIDEWALK
(APPROXI
MATE LOCATION)
WAL
MART DRIVE
WAY
12’
12’
12’
12’
12’
12’
8’
12’
12’
12’
12’
8’
12’
12’
SR 369/BROWNS BRIDGE ROAD
SR 369/BROWNS BRIDGE ROAD
SIDEWALK
(APPROXI
MATE LOCATION)
WAL
MART DRIVE
WAY
10’ MULTI-USE TRAIL
10’ MULTI-USE TRAIL
+39.30END NC
16’
16’
16’
16’
R=75’R=75’
R=75’
R=75’
R=4’
R=4’
DAY INVESTMENTS III LLC
N/F
9
10
DAY INVESTMENTS III LLC
N/F
W/R .XE
W/R .XE
W/R .XE
W/R .XE
SIGNMERGE LEFTLANE ENDS
FL 1179.48’FL 1178.74’
FL 1178.66’ FL 1177.67’
FL 1174.49’ FL 1173.92’
18"CMP 18"CMP
MARKERLINE WATER
CP#5584
CP#5711
15"RCP
TD .XE
TD .XE
E.O.P.
E.O.P.
TD .XE
APRONASPH.
E.O.P.
TD .XE
TD .XE
APRONASPH.
TD .XE
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-11
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/29/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-11.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
7:37:13 AM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
SR 369/BROWNS BRIDGE RD
MATC
H LI
NE ST
A. 160+50.00
DR
AWI
NG
No. 13-10
MATC
H LI
NE ST
A. 166+00.00
DR
AWI
NG
No. 13-12
CURVE #6
CURVE #6
161+00
162+00
163+00
164+00
165+00 166+00
P.C. 162+10.56
S 40°39’00.9" E
e= 3.00%
E= 64.96
R= 1800.00
L= 952.94
T= 487.92
D= 03°10’59.16"
DELTA= 30°19’59.0" (LT)
E= 2319918.5619
N= 1551257.9302
PI Sta= 166+98.49
Curve# 6
SR 369/BROWNS BRIDGE ROAD
R=15’ R=15’
SIDEWALK
R=35’
R=35’
12’
12’
12’
12’
8’
12’
12’
12’
SR 369/BROWNS BRIDGE ROAD
SIDEWALK
SIDEWALK
12’
12’
12’
12’
8’
12’
12’
20’
10’ MULTI-USE TRAIL
10’ MULTI-USE TRAIL
+24.93ZERO SUPER
+10.56REV. CROWN
+53.37BEG. FULL SE (3.00%)
R=65’R=4.5’
C/O RICHARD SEFZIK
MARTIN ANTHONY MARCUS
N/F
ANN SEFZIK ETAL
N/F
11
III LLC
DAY INVESTMENTS
NN/F
W/R .XE
W/R .XE
W/R .XE
CANOPY
GAS PUMP CANOPY
GAS PUMP
TEST STATIONBIG FINK
FL 1168.17’
FL 1166.81’
FL 1167.01’FL 1166.27’
FL 1164.79’FL 1164.55’
15"RCP
DRIVE
ASPH.
GRAVEL
DRIVE
SIGNSTOP
SIGNEXITTRUCK
MB
MARKERLINEWATER
FLASHERSSIGN WITH SIG. AHEAD
FLASHERSSIGN WITH SIG. AHEAD
HWY SIGNOLD FEDERAL
CP#5804
CP#5813
CP#6174
CP#6173
15"RCP15"RCP TD .XE
APRONASPH.
TD .XE
TD .XE
TD .XE
G&C
E.O.P.
KLAW
EDI
S
KLAW
EDIS
TD .XE
G&C
G&C
TD .XE
G&C
G&C
ASPH.APRONTD .XE
E.O.P.
BUILDING
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-12
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-12.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
6:33:40 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
SR 369/BROWNS BRIDGE RD
MATC
H LI
NE ST
A. 166+00.00
DR
AWI
NG
No. 13-11
MATC
H LI
NE ST
A. 171+50.00
DR
AWI
NG
No. 13-13
CURVE #6
CURVE #6
166+00
167+00
168+00
169+00
170+00
171+00
P.I. 166+98.49
e= 3.00%
E= 64.96
R= 1800.00
L= 952.94
T= 487.92
D= 03°10’59.16"
DELTA= 30°19’59.0" (LT)
E= 2319918.5619
N= 1551257.9302
PI Sta= 166+98.49
Curve# 6
R=50’
RAMP F
ROM
SR 400 S
OUTH
BOUN
D
RA
MP TO SR 400 SOUTHBOUND
R=50’
R=10’
12’
12’
12’
12’
8’
12’
12’
12’
12’
12’
12’
12’
8’
12’
12’
12’
16’16’
R=125’
16’
SR 369/BROWNS BRIDGE ROAD
R=4’
R=4’
R=10’
R=5’
SR 369/B
ROWNS BRIDGE R
OADSIDEWALK
SIDEWALK
10’ MULTI-USE TRAIL
10’ MULTI-USE TRAIL
10’ MULTI
-USE TRAIL
+20.70END FULL SE (3.00%)
III LLC
DAY INVESTMENTS
NN/FIII LLC
DAY INVESTMENTS
NN/F
GEORGIA TRANSMISSION CORP
N/F
W/R .X
E
W/R .XE
W/R .XE
W/R .XE
W/
R .
XE
W/
R .
XE
W/R .XE
15
2443
1
CANOPYGAS PUMP
TD .XE
.P.O.E
.P.O.E
G&C
.P.
O.
E
.P.
O.
E
G&C.P.O.E
E.O.P.
.P.O.E
.P.O.E
ASPH. PARKING
ASPH. DRIVE
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-13
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-13.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
6:35:32 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
SR 369/BROWNS BRIDGE RD
MAT
CH LI
NE ST
A. 171+50.00
DR
AWI
NG
No. 13-12
MAT
CH LI
NE ST
A. 177+50.00
DR
AWI
NG
No. 13-14
CURVE #6
172+00
173+00
174+00
175+00
176+00
177+00
P.T. 171+63.51
S 70°58’59.9" E
e= 3.00%
E= 64.96
R= 1800.00
L= 952.94
T= 487.92
D= 03°10’59.16"
DELTA= 30°19’59.0" (LT)
E= 2319918.5619
N= 1551257.9302
PI Sta= 166+98.49
Curve# 6
RAMP F
ROM
SR 4
00 S
OUTH
BOUN
D
US 19/ SR 400
US 19/ SR 400
12’
12’
12’
12’
8’
12’
12’
12’
12’
12’
12’
8’
12’
12’
16’
R=10’
R=100’
SR 369/BROWNS BRIDGE ROADSR 369/BROWNS BRIDGE ROAD
SIDEWALKSIDEWALK
10’ MULTI-USE TRAIL
10’ MULTI-USE TRAIL
+63.51REV. CROWN
+49.14ZERO SUPER +34.77
BEGIN NC
GEORGIA TRANSMISSION CORP
N/F
C & S DEVELOPMENT CORP
N/FW/R .X
E
W/R .
XE
W/
R .
XE
W/R .XE
1423631
TWO STORY BUILDING
.P.O.E
.P.O.E
.P.
O.
E
.P.O.E
.P.O.E
.P.
O.
E
.P.O.E
.P.O.E
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-14
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-14.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
6:37:21 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
SR 369/BROWNS BRIDGE RD
MAT
CH LI
NE ST
A. 177+50.00
DR
AWI
NG
No. 13-13
MAT
CH LI
NE ST
A. 180+50.00
DR
AWI
NG
No. 13-15
178+00
179+00
180+00
P.
C. 178+59.75
S 70°58’59.9" E
CURVE #7
e= NC
E= 76.66
R= 8000.00
L= 2206.28
T= 1110.18
D= 00°42’58.31"
DELTA= 15°48’04.6" (RT)
E= 2322087.6919
N= 1550510.3322
PI Sta= 189+69.93
Curve# 7
e= NC
E= 76.66
R= 8000.00
L= 2206.28
T= 1110.18
D= 00°42’58.31"
DELTA= 15°48’04.6" (RT)
E= 2322087.6919
N= 1550510.3322
PI Sta= 189+69.93
Curve# 7
12’
12’
12’
12’
8’
12’
12’
12’
SR 369/BROWNS BRIDGE ROAD
SIDEWALK SIDEWALK
10’ MULTI-USE TRAIL 10’ MULTI-USE TRAIL
C & S DEVELOPMENT CORP
N/F
C/O BETTYANN BAGLEY
3840 BROWNS BRIDGE LLC
N/F
HUBBARD RENTAL LLC
N/F
8
MINISTRIES INC
NORTH POINT
N/F
W/R .XE
W/R .XE
W/R .
XE
W/R
.XE
W/R .XE W/R .XE
3241
0
22983
24568
32140
FL 1218.19’
GAS PUMP CANOPYGAS STATION
CANOPYGAS PUMP
CP#605
18"RCP
.P.O.E
.P.O.E
.P.
O.
E
.P.O.E
.P.O.
E
.P.O.E
EX. DT
G&C
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-15
16’
12’ 12’
16’
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-15.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
6:39:12 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
SR 369/BROWNS BRIDGE RD
MAT
CH LI
NE ST
A. 180+50.00
DR
AWI
NG
No. 13-14
MATC
H LI
NE ST
A. 186+00.00
DR
AWI
NG
No. 13-16
CURVE #7
CURVE #7
181+00
182+00
183+00
184+00
185+00
e= NC
E= 76.66
R= 8000.00
L= 2206.28
T= 1110.18
D= 00°42’58.31"
DELTA= 15°48’04.6" (RT)
E= 2322087.6919
N= 1550510.3322
PI Sta= 189+69.93
Curve# 7
12’12’ 12’12’12’14’
RA
MP TO SR 400 NORTHBOUND
RA
MP FRO
M SR 400 NORTHBOUND
RAMP FROM S
R 400
NORTHBOUND
CHURCH DRIVE
WAY
BRO
WNS BRIDGE CO
MMUNITY
12’
12’
12’
12’
8’
12’
12’
12’
12’
12’
12’
8’
12’
12’
12’
16’
R=75’
16’
16’
R=75’
R=10’
R=4’
R=4’
R=10’
R=10’
SR 369/BROWNS BRIDGE ROAD
SR 369/BROWNS BRIDGE ROAD
SIDEWALK
SIDEWALK
SIDEWALK
R=75’
10’ MULTI-USE TRAIL
10’ MULTI-USE TRAIL
R=75’
16’
NORTH POINT MINISTRIES INC
N/F
IGOR’S PROPERTIES LLC
N/F
KAY L MILLS
N/F
841
MINISTRIES INC
NORTH POINT
N/F
HUBBARD RENTAL LLC
N/F
W/R .XEW/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
3283
1
SIGN400 WHEELS
EVENT BUILDINGONE STORY BUILDING
CANOPYGAS PUMP
5" HARDWOOD
6" HARDWOOD7" HARDWOOD6" HARDWOOD6" HARDWOOD6" HARDWOOD
5" HARDWOOD
6" HARDWOOD
6" HARDWOOD
FL 1220.38’FL 1220.23’
18"CMP
18"RCP
CONC. FLUME
WORK SIGNSEND ROAD
SIGNNO PARKING
W/ FLASHERS SIGNSIG. AHEAD
SIGNYIELD
BOXCABLE
PADCONC.
VAULTDOOR TO
PADCONC.FDC
W.V.MONUMENT
W.V.MONUMENT
CONC. BACKFLOW W.V.ICV’S
SIGNJCT 19 & 400
W/ FLASHERS SIGNSIG. AHEAD
DRIVE SIGNGA’S OLD FEDERAL
SIGN400 WHEELS
ANCHORSSIGN
BOXELEC.
POLEFLAG
POLEFLAG
POLEFLAG
SIGNDIESEL
METERPOWER ICV
SIGNSTOP
SIGNROAD WORK
POLEFLAG
POLEFLAG
SIGNNO PARKING
MBPOSTSWOODSIGN
YIELD
ICV’S
BOXELEC.
CABLE BOXBELLSOUTH
BOXELEC.
CABLE BOXBELLSOUTH
ISLANDCONC.
STRAIN POLE
CP#4335
CP#525
CP#4336
CP#644
FL 1215.48’MH TOP EL. 1221.72’
ASPHALT AREA
EX. DT
.P.O.E
G&
C
EX. DT
EX. DT
EX. DT
EX. DT
.P.O
.E
G&C
.P.
O.
E
E.O.P. .P.O.E
G&C
6" HARDWOOD
HARDWOOD8"
INV EL. 1218.30’SWCB TOP EL. 1223.03’
G&C
.P.O.E
.P.
O.
E
STRUCTUREWATER VALVE
G&
C
G&
C
.P.
O.
E
G&
C
G&
C
G&C
G&C
G&
C
G&
C
LLAW .TER DOOW FO POT
TOP
OF W
OOD
RET. W
ALL
ECNEF KNIL NIAHC
EC
NE
F
KNI
L
NI
AH
C
LLAW
FO PO
T
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-16
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-16.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
6:41:02 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
SR 369/BROWNS BRIDGE RD
MATC
H LI
NE ST
A. 186+00.00
DR
AWI
NG
No. 13-15
MAT
CH LI
NE ST
A. 191+50.00
DR
AWI
NG
No. 13-17
CURVE #7
187+00
188+00
189+00
190+00
191+00
P.I. 189+69.93
e= NC
E= 76.66
R= 8000.00
L= 2206.28
T= 1110.18
D= 00°42’58.31"
DELTA= 15°48’04.6" (RT)
E= 2322087.6919
N= 1550510.3322
PI Sta= 189+69.93
Curve# 7
SR 369/BROWNS BRIDGE ROAD
12’
12’
12’
12’
12’
12’
12’
12’
8’
12’
(PRIVATE ROAD)
HEARD INDUSTRIAL BLVD
12’
12’
20’
12’
12’
12’
12’
R=35’
R=35’
R=22’
R=10’
16’
SR 369/BROWNS BRIDGE ROAD
SIDEWALKSIDEWALK
SIDEWALK
BEGIN GRAVITY WALLSTA. 191+13.63
CONCRETE HEADER CURB
R=35’
R=35’
R=15’
R=15’
10’ MULTI-USE TRAIL
10’ MULTI-USE TRAIL
12’
8’
R=4’
R=47’
R=4.5’
R=5’
MARILYN KAYE FREEMAN
N/F
WAYNE HEARD
N/F
HEARD PROPERTIES LLC
N/F
HUBBARD RENTAL LLC
N/F
J M CONNER LLC
N/F
KAY L MILLS
N/F
NORTH POINT MINISTRIES INC
N/F
1" IPFAXEL FOUND
4800
W/R .XE
W/R .XE W/R .XE
W/R .XE
W/R .XE
W/R .XE
ONE STORY BUILDING
ONE STORY BUILDING
BUILDINGONE STORY
DRIVE
ASPH.
DRIVE
ASPH.
ASPH. PARKING
ASPH. PARKING
DRIVE
CONC.
DRIVE
ASPH.
ASPH. PARKING
6" HARDWOOD
6" HARDWOOD
6" HARDWOOD6" HARDWOOD
FL 1217.06’
FL 1215.67’
LIGHTSYARDSMALL
FL 1208.42’
FL 1206.17’
FL 1208.74’
I.E. OUT 1206.94’I.E. IN 1207.22’JB TOP EL. 1209.10’
I.E. OUT 1208.05’I.E. IN 1208.24’JB TOP EL. 1210.41’
FL 1205.38’
18"RCP
18"RCP
18"RCP
18"RCP
24"RCP
36"RCP
24"RCP
FL 1216.32’
18"CMP
18"RCP
STUDIO SIGNZEN HAIR
WOOD RET. WALL
WOOD SHED
W/RAMPWOOD PORCH
PORCH
WOOD RAMP
WOOD SHED
QUE VENICE DORES SIGNIGLESIA PENTECOSTAL MAS
CONC. FLUME
CHURCH SIGNBROWNS BRIDGE
ISLANDRAISE CONC.
ISLANDRAISE CONC.
HEAD WALL
SIGNWORK ZONE
SIGNNO PARKING
SIGNWORK ZONE
BOXCABLE
MONUMENTW.V.
MB
SIGNYIELD
SIGNSTOP
BOXPOWER
MBBOXELEC.
SIGNSTOP
SIGNROAD WORK
MB
BOLLARDS
SIGNPARKINGPRIVATE
OPENINGDRAIN
SIGNTRUCKSDELIVERY
CONDUIT
48" OAK
36" OAK
36" OAK
18" PECAN
18"RCP
SIGNGENERALDOLLAR
CP#4334
CP#4659
CP#4416
I.E. OUT FL 1211.12’I.E. IN 1211.24’MH TOP EL. 1217.15’
I.E. OUT 1207.47’I.E. IN 1207.68’MH TOP EL. 1212.53’
BUILDINGONE STORY
ONE STORY BUILDING
BUILDINGONE STORY
WINGWALLWINGWALL
SIGNMEDIAN
TD .XE
.P.O.E
P.O.E
G&C
P.O.
E
NORPA .CNOC
EX. DT
EX. DT
EX. DT
EX. DT
SIDE W
ALK
P.
O.
E
G&
C
G&C
EX. DT
ECNE
F D
OOW
ECNEF DOOW
G&C
G&
C
EC
NE
F
DO
OW
FL 1211.42’
FL 1210.80’
G&C
.P.
O.
E
EX. DT
G&
C
G&
C
G&
C.
P.
O.
E
G&C
EX. DT
G&
C
.P.
O.
E
.P.O.E
G&
C
TD .XE
.P.O.E
G
&C
I.E. OUT 1205.56’I.E. IN 1206.62’I.E. IN 1207.12’MH TOP EL. 1212.63’
G&C
G&
C
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-17
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-17.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
6:42:52 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
SR 369/BROWNS BRIDGE RD
MATC
H LI
NE ST
A. 191+50.00
DR
AWI
NG
No. 13-16
MATC
H LI
NE ST
A. 197+00.00
DR
AWI
NG
No. 13-18
CURVE #7
192+00
193+00
194+00
195+00
196+00
e= NC
E= 76.66
R= 8000.00
L= 2206.28
T= 1110.18
D= 00°42’58.31"
DELTA= 15°48’04.6" (RT)
E= 2322087.6919
N= 1550510.3322
PI Sta= 189+69.93
Curve# 7
SR 369/BROWNS BRIDGE ROAD
SR 369/BROWNS BRIDGE ROAD
12’
12’
20’
12’
12’
SIDEWALK
12’
12’
20’
12’
12’
12’SIDEWALK
END GRAVITY WALLSTA. 193+99
.14
GRAVITY RETAINING WALL
10’ MULTI-USE TRAIL
10’ MULTI-USE TRAIL
JO ANN R BUTLER
PATRICIA R HAMBY &
N/F
HUBBARD FAMILY FARM LLC
N/F
HEARD PROPERTIES LLC
N/F
J M CONNER LLC
N/F
44
52
LEROY & SANDRA HUBBARD
N/F
W/R .XE
W/R .XE
W/R .XE
W/R .XE
ONE STORY BUILDING
ONE STORY BUILDING
ONE STORY BUILDING
ONE STORY BUILDING
DRIVE
CONC.
DRIVE
CONC.
DRIVE
GRAVEL
GRAVEL PARKING
GRAVEL PARKING
FL 1201.54’
FL 1197.88’
FL 1197.61’
DRIVE
ASPH.
FL 1192.01’FL 1191.51’
FL 1189.17’
15"RCP
18"CMP
18"RCP
WELL HOUSE
W/SOLID METAL TOPAREA DRAIN
SCHOOL SIGNCOAL MTN. BEAUTY
PORCH
BILLBOARDCAUSEY ORTHORDONTIST
BILLBOARD POST
MB
SIGNGRT RANCH
MB
SIGNRD WORK
OPENINGDRAIN
OPENINGDRAIN
CP#4333
CP#5046
WALLHEADROCK
FL 1200.88’MH TOP EL. 1204.50’
24"RCP 24"RCP
TD .XE
TD .XE
.P.O.E
.P.O.E
TD .XE
TD .XE
.P.O.E
TD .XE
.P.O.E
G&C
G&C
G&
C
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-18
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-18.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
6:44:46 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
SR 369/BROWNS BRIDGE RD
MATC
H LI
NE ST
A. 197+00.00
DR
AWI
NG
No. 13-17
MAT
CH LI
NE ST
A. 202+50.00
DR
AWI
NG
No. 13-19
CURVE #7
198+00
199+00
200+00
201+00
202+00
P.T. 200+66.03
S 55°10’55.3" E
e= NC
E= 76.66
R= 8000.00
L= 2206.28
T= 1110.18
D= 00°42’58.31"
DELTA= 15°48’04.6" (RT)
E= 2322087.6919
N= 1550510.3322
PI Sta= 189+69.93
Curve# 7
EXTEND EXISTING 8’ X 7’ RCBC (GA STD 2323)
EXTEND EXISTING 8’ X 7’ RCBC (GA STD 2323)
SR 369/BROWNS BRIDGE ROAD
SR 369/BROWNS BRIDGE ROAD
12’
12’
20’
12’
12’
SIDEWALK
SIDEWALK
10’ MULTI-USE TRAIL10’ MULTI-USE TRAIL
VONCILLE ITHULA SMITH
N/F
HUBBARD FAMILY FARM LLC
N/F
JO ANN R BUTLER
PATRICIA R HAMBY &
N/F
LEROY & SANDRA HUBBARD
N/F
HUBBARD RENTAL LLC
N/F
W/R .XEW/R .XE
W/R .XEW/R .XE
CREEK C/L
ONE STORY BUILDING
DRIVE
ASPH.
DRIVE
ASPH.
FL 1188.18’
FL 1187.46’ FL 1186.68’
FL 1189.68’
FL 1188.03’
18"RCP
24"RCP
HEAD WALL
7’X8’ BOX CULVERT
7’X8’ BOX CULVERT
HEAD WALL
PORCH
WELL HOUSE
C/L CREEK
SIGNSO. BELL
MB
MBCP#4332
CP#5152
CP#5117 CP#5089CP#5077
WALLHEADROCK
C/L CREEK
DRIVE
CONC.
PAD
CONC.
24"RCP
KNAB
KE
ER
C
PO
T
KN
AB
KE
ER
C
PO
T
LLAW GNIW
LLAW
GNI
W
KN
AB
KE
ER
C
PO
T
TD .XE
KN
AB
KE
ER
C
PO
T
KNAB KEERC POT
KNAB KEERC POT
KNAB KEERC
POT
TD .XE
KNAB KEERC POTKNAB KEERC POT
KNAB KEERC POT
LLAW G
NIW
LLAW GNIW
TD .XE
TD .XE.P.O.E
.P.O.E
.P.O.E
.P.O.E
TD .XE
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-19
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-19.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
6:46:38 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
SR 369/BROWNS BRIDGE RD
MAT
CH LI
NE ST
A. 202+50.00
DR
AWI
NG
No. 13-18
MAT
CH LI
NE ST
A. 208+50.00
DR
AWI
NG
No. 13-20
203+00
204+00
205+00
206+00
207+00
208+00
S 55°10’55.3" ESR 369/BROWNS BRIDGE ROAD SR 369/BROWNS BRIDGE ROAD
12’
12’
12’
12’
12’
12’
12’
12’
20’
SIDEWALK
SIDEWALK
20’
10’ MULTI-USE TRAIL10’ MULTI-USE TRAIL
SIDEWALK
PHILLIP JIMMIE SMITH
N/F
HUBBARD FAMILY FARM LLC
N/F
O BROTHERS LLC
N/F
1" C.T.P.
1" C.T.P.
HUBBARD RENTAL LLC
N/F
SMITH
VONCILLE ITHULA
N/F
W/R .XE
W/R .XE
W/R .XEW/R .XE
DRIVE
ASPH.
DRIVE
ASPH.
DRIVE
ASPH.
DRIVE
CONC.
FL 1189.76’FL 1190.92’
FL 1202.91’ FL 1203.24’
FL 1210.21’ FL 1210.58’
12"CMP
15"RCP15"RCP
18"RCP
SIGNJCT 306
MB
MB
CP#4331
CP#5063
CP#5335
CP#5320
CP#5308
CP#5295
FL 1198.24’
FL 1199.91’
TD .XE
TD .XE
TD .XE
TD .XE
.P.O.E
LLAW FO MOTTOB
.P.O.E
ECNEF DOOW
TD .XE
LLAW FO POT
TD .XE
TD .XE
.P.O.E
ECNEF ERIW
.P.O.E
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-20
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-20.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
6:48:29 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
SR 369/BROWNS BRIDGE RD
MAT
CH LI
NE ST
A. 208+50.00
DR
AWI
NG
No. 13-19
MAT
CH LI
NE ST
A. 214+50.00
DR
AWI
NG
No. 13-21
209+00
210+00
211+00
212+00
213+00
214+00
S 55°10’55.3" E
SR 369/BROWNS BRIDGE ROADSR 369/BROWNS BRIDGE ROAD
R=35’
R=35’
R=75’ R=75’
R=10’
12’
12’
20’
12’
12’
12’
12’
12’
12’
12’
12’
8’
12’
16’
16’
SIDEWALKSIDEWALK
10’ MULTI-USE TRAIL
10’ MULTI-USE TRAIL
HUBBARD FAMILY FARM LLC
N/F
ALLEN L HAMMOND ETAL
N/F
C/O DIANE CANTRELL
ARTIE HAMMOND
N/FHAMMONDS RENTAL PROPERTY INC
N/F
O BROTHERS LLC
N/F
1" C.T.P.
19W/R .XE
W/R .XE
W/R .XE
W/
R .
XE
TWO STORY BUILDING
FL 1222.47FL 1223.48’
15"CMP
DRIVEGRAVEL
ISLANDCONC.ISLAND
CONC.
CONC. FLUME
SIGNSALON
SIGNHAMMONDS
SIGNYIELD
SIGNSTOP
MB
SIGNYIELD
SIGN369 / 306
MB’S
BOXSO. BELL
BOXSO. BELL
CP#4178
CP#4330
ICV
HEADMETERWATER
TD .XE
TD .XE
ECNEF ERIW
.P.O.E
.P.O.E
TD .XE
LEVARG FO EGDE
.P.O.E
G&C
TD .XE
.P.O.E
.P.O.E
G&C
G&C
LEVA
RG F
O E
GDE
.P.
O.
E
E.O.P.
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-21
16’
R=75’
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-21.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
6:50:20 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
SR 369/BROWNS BRIDGE RD
MAT
CH LI
NE ST
A. 214+50.00
DR
AWI
NG
No. 13-20
MAT
CH LI
NE ST
A. 220+50.00
DR
AWI
NG
No. 13-22
MATCH LINE STA. 418+50.00 DRAWING No. 14-06
MATCH LINE STA. 421+50.00 DRAWING No. 14-07
SR 306/KEITH BRIDGE RD
N 60°57’29.9" E
419+00
421+00
P.T. 419+21.78
CURV
E #1
3
e= RC
E= 19.79
R= 5990.00
L= 972.42
T= 487.28
D= 00°57’23.49"
DELTA= 09°18’05.1" (RT)
E= 2323823.3576
N= 1548684.8409
PI Sta= 414+36.64
Curve# 13
215+00
216+00
217+00
218+00
219+00
220+00
S 55°10’55.3" E
63°51’36"
63°51’36"
SR 369/BROWNS BRIDGE ROAD SR 369/BROWNS BRIDGE ROAD
SR 3
06/K
EITH B
RIDG
E RO
AD
SR 3
06/K
EITH B
RIDG
E RO
AD
E 2324317.755
N 1548959.360
SR 306/KEITH BRIDGE RD STA. 420+00.00
SR 369/BROWNS BRIDGE RD STA. 216+72.22=
R=75’
R=75’
R=75’
R=65’
R=35’
R=75’
R=15’R=15’
R=5’
R=5’
R=15’
R=5’
12’
12’
12’
12’
12’
8’
12’
11’
12’
12’
12’
12’
12’
8’
12’
12’
16’16’
16’
12’
12’
12’
12’
12’
12’
12’
12’
R=4’
R=4’
SIDEWALK
SIDE
WALK
SIDE
WALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDE
WALK
STA. 215+28.28END SIDEWALK WALL
STA. 215+08.28BEGIN SIDEWALK WALL
HENDRIX TESTAMENTARY RESIDUARY TRUST
N/F
ROGER D HAMMOND
N/F
ROGER D HAMMOND
N/F
ROGER D HAMMOND FAMILY LLC
N/F
ROGE
R D
HAMM
OND
N/F
�" REBAR W/CAP
32
54
ALLEN L HAMMOND ETAL
N/F
W/
R .
XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
SIGNYIELD
FL 1224.93’
LINE ONLY SHOT
FL 1223.56’FL 1223.56’
JB TOP EL. 1227.74FL 1220.04’
FL 1221.73’
FL 1226.10’
FL 1226.31’
LINE ONLY SHOT
JB TOP EL. 1228.71’
18"RCP
15"RCP
18"R
CP
18"RCP
30"RCP30"RCP
24"RCP
18"RCP
30"RCP
18"RCP
24"RCP
DRIVEGRAVEL
ISLANDRAISED CONC.
ISLANDRAISED CONC.
CONC. PAD
SIGNWALGREENS
BOXCONTROLTRAFFIC
CONC. AREA
VALERO SIGN
ELEC. METER
BOLLARDS
CONC. PAD
CONC. ISLAND
DRIVEGRAVEL
HEAD WALL
PADCONC.
ONE STORY PAWN SHOP
EDGE OF GRAVEL
I.E. OUT 1219.10’I.E. IN 1219.24’JB TOP EL. 1224.74’
MB
MB
8" OAK
SIGNNO PARKING
ICV
ICV’S
8" MAPLE
8" OAK
I.E. OUT 1220.35’I.E. IN 1220.42’JB TOP EL. 1224.74’
8" OAKS
10" OAK
6" MAPLE
SIGNSTOP
CLEAN OUT
BOLLARDS
BOLLARDS
HANDICAP SIGNS
ENTER SIGN
DO NOT
8" OAK
8" OAK
8" OAK
SIGNNO PARKING
BOXTRAFFIC SIG.
SIGNDIRECTIONAL306 / 369
SIGNCROSSWALKUSE
PED POLE
WALGREENS
MB
DIRECTIONAL SIGN369 / 306 / 400
YIELD SIGN
PHONEPAY
PED POLE
PEDS SIGNSTOP FOR
SIGNSTOP
DIRECTIONAL SIGN306 / 369 / 400
POLEPED
SIGNCROSSWALKUSE
BOXSIG.TRAFFIC
FL 1224.85’JB TOP EL. 1227.34’
MB
SIGNCITIES
SIGNYIELD
SIGNCROSSINGNO PED
SIGNCUMMING 5
30"C
MP
I.E. OUT 1220.67’NE I.E. IN 1220.71’NW I.E. IN 1220.77’MH TOP EL. 1225.39’
CP#3741
CP#1798
CP#1344
15"C
MP
BOLLARDS
BOLLARDS
BUILDINGATM
I.E. OUT 1219.74’JB TOP EL. 1224.24’
I.E. OUT 1221.50’I.E. IN 1221.48’JB TOP EL 1226.30’
I.E. OUT 1221.30’I.E. IN 1221.32’MH TOP EL 1225.50’
I.E. OUT 1221.60’JB TOP EL 1225.21’
I.E. OUT 1217.74’MH TOP EL 1226.15’
I.E. OUT 1220.95’JB TOP EL. 1224.54’
CANOPY
GAS PU
MP
GAS STATION
POLESTRAIN
CLEAN OUT
24"RCP
18"RCP
18"RCP
MOTTOB LLAW
MO
TT
OB
LL
AW
.P.O.E
G&C
TD .XE
FL 1225.53’
G&C
.P.O.E
G&C
G&C
SIDE WALK
.P.O.E
.P.
O.
E
G&C
.P.O.E
KLAW
EDIS
.P.O.E
G&C
G&C
.P.O.EG&C
G&C
POT LLAW
G&C
.CNOC FO EGDE
.P.O.E
.P.O.E
.P.O.E
G&C
G&C
G&C
G&C
E.O.
P.
G&C
.P.O.E
.P.O.E
TD .XE
G&C
.P.O.E
G&C
.P.O.E
G&C
G&C
G&C
.P.O.E
G&C
.C
NO
C
FO
EG
DE
.P.O.E
PO
T
LL
AW
.P.O.E
.P.
O.
E
E.O.P.
YAWKLAW .CNOC
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-22
16’
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-22.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
6:52:11 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
SR 369/BROWNS BRIDGE RD
MAT
CH LI
NE ST
A. 220+50.00
DR
AWI
NG
No. 13-21
MAT
CH LI
NE ST
A. 226+50.00
DR
AWI
NG
No. 13-23
441+00
441+35POE 441+35.33
221+00
222+00
223+00
224+00
225+00
226+00
S 55°10’55.3" E
54"
54"
EXTEND EX 54" RCP
EXTEND EX 54" RCP
89°59’24"
SR 369/BROWNS BRIDGE ROADSR 369/BROWNS BRIDGE ROAD
PUBLIX DRIVE
WAY
E 2325055.645
N 1548446.170
PUBLIX DRIVEWAY STA. 440+00.00
SR 369/BROWNS BRIDGE RD STA. 225+71.02=
E 2325110.468
N 1548524.957
STA. 440+95.98
PUBLIX DRIVEWAY
LIMIT OF CONSTRUCTION
R=50’
R=35’
12’
12’
12’
12’
12’
8’
12’
12’
12’
12’
12’
12’
8’
12’
R=9.78’
R=4’
12’
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
10.69’ 10.87’
PSM LANIER COMMONS LLC
N/F
ROGER D HAMMOND FAMILY LLC
N/F
ROGER D HAMMOND
N/F
PCF
2800
PROP INC
UCB NORTH GEORGIA
N/F
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
C/L OF CREEK
C/L OF CREEK
TWO STORY BUILDING
FL 1218.48’
FL 1217.28’
FL 1210.48’
FL 1222.17’
FL 1223.65’
18"HDPE
54"RCP
PUBLIX SIGN
WATER VAULTS
ON WALL TOPCHAIN LINK FENCE
WING WALL
HEAD WALL
HEAD WALL
NO PARKING SIGN
YIELD SIGNI.E. OUT 1221.16’ I.E. IN 1221.95’JB TOP EL. 1226.06’
CLEANOUT
YIELD SIGN
I.E. OUT 1220.51’I.E. IN 1220.76’JB TOP EL. 1225.53’
SHUT OFF VALVE
SAN. VENT PIPE
MILE 12 SIGN
CP#1419
CP#1345
CP#669
CP#1231
CP#2780
CP#1204SIGNSTOP
WING WALL24"RCP
I.E. OUT 1228.69’MH TOP EL. 1228.73
TOP HW
24"RCP
24"RCP
18"RCP
TD .
XE
KNAB KEERC
F
O
PO
T
KNAB KEERC FO
POT
KN
AB
KE
ER
C
FO
PO
T
KNAB KEERC
FO POT
MOTT
OB L
LAW
FL 1214.70’TD .XE
TD .XE
.TD XETD .XE
TD .XE
LIAR DRAUG
LIAR DRAUG
.P.O.E
.P.O.E
TD .XE
G&C
.P.O.E
TD .
XE
.P.O.E
G&C
.P.O.E
G&
C
.P.O.E
.P.O.E
.P.O.E
G&C
POT L
LAW E
.O.P.G&
C
FL 1219.94’
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-23
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-23.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
6:54:03 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
SR 369/BROWNS BRIDGE RD
MAT
CH LI
NE ST
A. 226+50.00
DR
AWI
NG
No. 13-22
MAT
CH LI
NE ST
A. 232+50.00
DR
AWI
NG
No. 13-24
227+00
228+00
229+00
230+00
231+00
232+00
S 55°10’55.3" ESR 369/BROWNS BRIDGE ROAD
SR 369/BROWNS BRIDGE ROAD
12’
12’
24’
13.83’
R=5.00’
12’
12’
24’
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
UCB NORTH GEORGIA PROP INC
N/F
GRAVITT & SWORD PROPERTIES LLC
N/F
JACK P GREEN ETAL
KARLIN ANN GREEN &
N/F
ANTHONY M NGUYEN ETAL
N/F
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
ONE STORY BUILDING
SIDE WALK
FL 1223.65’
BANK SIGNUNITED COMMUNITY
WEIGHT LIMITS SIGN
511 TRAVEL INFO SIGN
JCT 306 SIGN
NO PARKING SIGN
ICV
UNITED ATM SIGN
CP#765
CP#661 CP#654
CP#584
ICV
.P.O.ETD .XE
.P.O.E
.P.O.E
G&C
G&C
.P.O.E
TD .XE
G&
C
G&
C
G&
C
.P.O.E
.P.O.E
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
MAINLINE PLAN
13-24
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
13-24.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
6:55:51 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
SR 369/BROWNS BRIDGE RD
MAT
CH LI
NE ST
A. 232+50.00
DR
AWI
NG
No. 13-23
233+00
234+00
235+00
236+00
237+00
238+00
S 55°10’55.3" E
SR 369/BROWNS BRIDGE ROADSR 369/BROWNS BRIDGE ROAD
E 2315900.407
N 1547858.653
STA. 236+00.00
SR 369/BROWNS BRIDGE RD
END PROJECT
13.68’
12.17’
SIDEWALKSIDEWALK
DEBORAH TURNER GEE
N/F
TURNER CHILDREN GROUP LLC
N/F
GEORGIA TRANSMISSION CORP
N/F
GRAVITT & SWORD PROPERTIES LLC
N/F
JACK P GREEN ETAL
KARLIN ANN GREEN &
N/F
GROUP LLC
TURNER CHILDREN
N/F
W/R .XE
W/
R .
XE
W/R .XE
W/R .XE
W/R .XE
DRIVE
ASPH.
DRIVE
ASPH.
GRAVEL
FL 1241.04’ FL 1241.93’
FL 1246.57’
FL 1247.07’
FL 1242.18’ FL 1244.75’
18"RCP
15"RCP
15"RCP
GRAVEL DRIVE
SAWNEE EMC SIGN
INTERSECTION AHEAD SIGN
CP#2
CP#625
CP#506
CP#503
CP#507
TD .XE
TD .XE
.P.O.E
TD .
XE
.P.O.E
TD .XE
TD .XE
TD .XE
.P.O.E
.P.O.E
.P.O.E
.P.O.E
ECNEF ERIW DEBRAB
ECNE
F E
RIW D
EBRA
B
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
CROSSROAD PLAN
14-01
14’
14’
R=75’
R=55’
R=60’
R=25’
R=25’
12’
12’
12’
R=4.5’
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/29/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
14-01.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
7:38:51 AM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
MATC
H LI
NE ST
A. 313+50.00
DR
AWI
NG
No. 14-02
SR 9/DAHLONEGA HWY
308+00
309+00
310+00
311+00
312+00
313+00
P.T. 309+72.70
N 16°46’37.4" E
CURVE #9
e= 2.20%
E= 7.19
R= 4280.00
L= 495.74
T= 248.15
D= 01°20’19.27"
DELTA= 06°38’11.3" (LT)
E= 2316122.9111
N= 1552726.3776
PI Sta= 307+25.11
Curve# 9
E 2316141.366
N 1552799.662
STA. 308+00.00
SR 9/DAHLONEGA HWY
LIMIT OF CONSTRUCTION
(PRIVATE RD)
MEADO
WLARK LN
R=40’
R=35’ R=35’
R=10’
SIDEWALK
SIDEWALK
SIDEWALKW/R .XE
W/R .XE
W/R .XE
W/R .XE
GEORGIA POWER COMPANY
N/F
PRESIDING BISHOP - UTAH SOLE CPB
CHURCH JESUS CHRIST OF LATTER-DAY STS
N/F
SUE CORN DARNELL
N/F
INEAL HEARD C/O ROGER HEARD
N/FCHURCH OF FORSYTH COUNTY INC
CHURCH COAL MOUNTAIN BAPTIST
N/F
18"RCP
ONE STORY BUILDING
SIGN9 SOUTH SIGN
CUMMINGS 5
SIGNNO PARKING
ICV
ICV
ICV SHUTOFF
ICV
SIGNSTOP
SIGNSTOP
FL 1221.45’
I.E. IN 1219.42’MH TOP EL. 1225.05’
I.E. OUT 1217.52’JB TOP EL. 1221.66’
18"RCP
15"RCP
ASPH. PARKING
DRIVECONC. MB’S
REMOVAL SIGNSERVICE AND JUNKCHAFIN’S TREE
SIGNYIELD
SIGNSTOP
SIGNYIELD
5’ WIRE FENCE
AHEAD SIGNTRAFFIC SIG.
SIGNENTER DO NOT
AHEAD SIGNTRAFFIC SIG.
VALVE BOXWATER SHUT OFF
VAULTSWATER
MB
MB CP#1658
ONE STORY BUILDING
BUILDINGONE STORY
ONE STORY BUILDING
ONE STORY BUILDING
ASPH. PARKING LOT
ISLAND
CONC.
15"CMP
SIGNCHURCH BAPTISTCOAL MTN
LINE ONLY SHOT
BRICK WALL
TD .XE
SR 9/ DAHLONEGA HWY
FL 1222.51’
G&C
G&
C
G&C
TD .XE
KLA
WEDI
S
G&CG&C
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
CROSSROAD PLAN
14-02
12’
12’
12’
12’
12’
12’
12’
12’
12’
14’
R=18’
12’
12’
12’
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
14-02.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
6:59:33 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
MATC
H LI
NE ST
A. 318+50.00
DR
AWI
NG
No. 13-03
SR 9/DAHLONEGA HWY
MATC
H LI
NE ST
A. 313+50.00
DR
AWI
NG
No. 14-01
314+00
315+00
316+00
317+00
318+00
N 16°46’37.4" ESR 9/DAHLONEGA HWY
R=30’
R=15’R=
15’
R=10’ R=10’
14’
R=35’ R=35’
R=10’ R=10’
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
NORRIS HOWARD
N/F
PROPERTY TAX DEPTREGIONS FINANCIAL CORPORATION
N/F
7
5
NORRIS HOWARD
N/F
W/R .XE
W/R .XE
W/R .XE
GEORGIA POWER COMPANY
N/F
CHURCH OF FORSYTH COUNTY INC
CHURCH COAL MOUNTAIN BAPTIST
N/F
GAS STATION
ONE STORY BUILDING
THRU CANOPY
BANK DRIVE
STORAGE BUILDING
ONE STORY BUILDING
ONE STORY BUILDING
5’ WIRE FENCE
GATE
ONLY SIGNCHURCH PARKING
SIGNJCT 369
SIGNSTOP
SIGNCITIES DIRECTIONAL
SIGNSTOP
SIGNEXIT
SIGNHIGHWAYS
ASPH. PARKING
FL 1212.97’GATE
METAL
CONC. WALKWAY
LINE ONLY SHOT
6’ CHAIN LINK FENCE 6’ CHAIN LINK FENCE
I.E. IN 1216.70’JB TOP EL. 1220.01’
I.E. OUT 1216.56’I.E. IN 1216.58’JB TOP EL. 1220.11’
I.E. OUT 1216.30’I.E. IN 1216.41’JB TOP EL. 1219.74’
I.E. OUT 1213.28’SE I.E. IN 1213.61SW I.E. IN 1213.58’JB TOP EL. 1213.48’
18"RCP
18"RCP
18"RCP
24"C
MP
18"C
MP
18"RCP
24"RCP
48"C
MP
48"C
MP
I.E. OUT 1216.74’I.E. IN 1216.64’MH TOP EL. 1221.58’
I.E. OUT 1217.71’JB TOP EL. 1221.16’
I.E. OUT 1215.78’I.E. IN 1216.07’MH TOP EL. 1221.98’
I.E. OUT 1215.73’I.E. IN 1215.83’MH TOP EL. 1215.86’
18"RCP
18"RCP18"RCP
S I.E. OUT 1215.18’E I.E. IN 1215.35’N I.E. IN 1215.34’MH TOP EL. 1219.08’
I.E. OUT 1216.44’JB TOP EL. 1218.78’
APRONASPH.
ASPH. PARKING
APRONASPH.
SIGNSO.BELL
UGC
FL 1213.93’
FL 1215.42’
OFF BOXWATER SHUT
MB
MB
I.E. OUT 1214.81’SW I.E. IN 1214.84’NE I.E. IN 1214.63’MH TOP EL. 1219.28’
CP#1559
CP#1403
CP#2222
18"RCP
APRONASPH.
C&G
CONC. SLAB
SIGNCHURCH BAPTISTCOAL MTN
UNDERGROUND
DETENTION
POND
G&C
BRUC
G&C
G&
C
BRUC
SR 9/ DAHLONEGA HWY
BRUC
BRUC
18"R
CP
BRUC
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
CROSSROAD PLAN
14-03
12’
12’
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/29/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
14-03.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
8:15:11 AM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
MAT
CH LI
NE ST
A. 321+50.00
DR
AWI
NG
No. 13-03
SR 9/DAHLONEGA HWY
322+00
323+00
324+00
325+00
326+00
327+00
N 17°43’46.9" E
SR 9/DAHLONEGA HWY
SR 9/DAHLONEGA HWY
12’
12’
12’
12’
R=15’
R=15’ R=15’
R=25’
R=25’
R=25’R=15’
R=25’
R=10’R=10’
SIDEWALK
SIDEWALK
E 2316707.401
N 1554624.187
STA. 327+10.39
SR 9/DAHLONEGA HWY
LIMIT OF CONSTRUCTION
CORNERS LLC
N/F
HARRISON 369 LLC
N/F
HARRIS PROP HOLDINGS I LLC
N/F
NORRIS & PATRICIA ANN HOWARD
N/F
COAL MTN BUILDERS SUPPLY
N/F
ANDREW H PLYLER
N/F
NORRIS & PATRICIA ANN HOWARD
N/F
6
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
ONE STORY BUILDING
WAREHOUSE
SIGNTO 400
HWY 369 / 9
SIGN
NORTH 9
SIGN50 MPH
ASPH. PARKING
FL 1213.60’ FL 1213.24’FL 1212.58’
LINE ONLY SHOT
18"RCP
18" RCP
SIGNCITIES
MB
CP#2573
TWO STORY BUILDING
BUILDINGTWO STORY
TWO STORY BUILDING
TD .XE
EMU
LF .
HP
SA DRIVEASPH.
EMUL
F .
HPSA
GATE
CHAIN LINK
MB
6’ WOOD FENCE
SIGNSTORAGESELF
SIGNUG CABLE
SIGNCUMMING
15"R
CP
18"CMP
24"R
CP
FL 1212.46’
OAK24"
OAK24"
HW24"
OAK40"
HW36"
FL 1209.02’
SIGN
AHEAD
SIGNAL
24" CMP
SHOTLINE ONLY
SHOTLINE ONLY
RETAINING WALL
AREACONCRETE
E.O.P.
ASPH. DRIVEEX. DITCH
CHAIN LINK FENCE
EX. DITCH
E.O.P.
WOOD FENCECHAIN LINK FENCE
GATE
1209.361210.74
12’
12’
18"4 F.B. SPCL. DT.
(DO NOT DISTURB SIGN)
SR 9/ DAHLONEGA HWY
BEGIN PROJECTSR 9/ DAHLONEGA HWYSTA. 11+40.00 N: 1554386.44E: 2316631.39
CP#8
+95
(DO NOT REMOVE PIPE)
(REMOVE PIPE)
CONCRETE COLLAR9031U
R=25’
R=25’
MATCH EX. SE
BEGIN NC LT.+64.12
BEGIN NC RT.+84.64
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
CROSSROAD PLAN
14-04
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
14-04.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
7:03:16 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
SETTINGDOWN RD
MATC
H LI
NE ST
A. 342+00.00
DR
AWI
NG
No. 13-06
CURVE #10
CURVE #11
342+00
343+00
344+00
345+00
346+00
347+00
P.T. 342+80.81
P.C. 344+38.96
P.T. 345+70.44
P.
C. 347+63.60
P.I. 342+07.40
P.I. 345+05.03
e= 4.00%
E= 11.96
R= 250.00
L= 151.65
T= 78.24
E= 2317701.9014
N= 1553751.1692
PI Sta= 342+07.40
Curve# 10
e= 4.00%
E= 4.08
R= 533.00
L= 131.48
T= 66.08
E= 2317990.4329
N= 1553841.9066
PI Sta= 345+05.03
Curve# 11
342+00
E 2318169.001
N 1553951.727
STA. 347+14.00
SETTINGDOWN RD
LIMIT OF CONSTRUCTION
12’
12’
SETTINGDOWN ROAD
R=15’
R=15’
R=25’
R=25’
12’
12’
10.4’
10.4’
+65.52BEG. FULL SE (4.00%)
+56.57END FULL SE (4.00%)
+92.93REV. CROWN
+25.17REV. CROWN
+59.05ZERO SUPER
+66.55BEG. FULL SE (4.00%)
+42.85END FULL SE (4.00%)
+84.23REV. CROWN
+25.61ZERO SUPER
SETTINGDOWN ROAD
+66.99BEGIN NC
CORNERS LLC
N/F
BOBBY M THOMAS
N/F
W/R .XE
W/R .XE
W/R .XE
W/R .XE
SHIRLEY GRAVITT HOLTZCLAW
MARCUS HOLTZCLAW &
N/F
F C FIRE STATION #12 HQ
N/F
ONE STORY BUILDING
MB’S
ROAD SIGNADOPT A
MB
SIGNSTOP AHEAD
SIGNFIRE TRUCK
CURVE SIGN
CP#15033
CP#15162
TD .XE
TD .XE
E.O.P.
E.O.P.
E.O.P.
E.O.P.
DRIVEASPH.
DRIVEASPH.
DRIVECONC.
DRIVEASPH.
E.O.P.
TD .XE
TD .XE
E.O.P.
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
CROSSROAD PLAN
14-05
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
14-05.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
7:05:08 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
SR 306/KEITH BRIDGE RD
MAT
CH LI
NE ST
A. 413+00.00
DR
AWI
NG
No. 14-06
N 51°39’24.9" E
410+00
411+00
412+00
413+00
POB 409+24.85
P.C. 409+49.36
CURVE #13
e= RC
E= 19.79
R= 5990.00
L= 972.42
T= 487.28
D= 00°57’23.49"
DELTA= 09°18’05.1" (RT)
E= 2323823.3576
N= 1548684.8409
PI Sta= 414+36.64
Curve# 13
413+00
SR 306/KEITH BRIDGE ROAD
SR 306/KEITH BRIDGE ROAD
E 2323509.517
N 1548435.802
STA. 410+36.00
SR 306/KEITH BRIDGE RD
LIMIT OF CONSTRUCTION
12’
12’
MARY JO STYLES
N/F
IPF �" REBAR
ALLEN L HAMMOND ETAL
BETTINA A HAMMOND &
N/F
BOBBY TURNER
N/F
18"RCP
JCT 369 SIGNMILE 6 SIGN
AHEAD SIGNTRAFFIC SIG.
SIGNRIGHT CURVE
MARKERWATER LINE
SIGN306 WEST
TD .XE
TD .XE
DR EGDIRB HTIEK / 603 RS
5’ BARBED WIRE FENCE
5’ BARBED
WIRE FENCE
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
CROSSROAD PLAN
14-06
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
14-06.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
7:07:02 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
SR 306/KEITH BRIDGE RD
MAT
CH LI
NE ST
A. 413+00.00
DR
AWI
NG
No. 14-05
MATC
H LI
NE ST
A. 418+50.00
DR
AWI
NG
No. 13-21
413+00
414+00
415+00
416+00
417+00
418+00
CURVE #13
e= RC
E= 19.79
R= 5990.00
L= 972.42
T= 487.28
D= 00°57’23.49"
DELTA= 09°18’05.1" (RT)
E= 2323823.3576
N= 1548684.8409
PI Sta= 414+36.64
Curve# 13
413+00
SR 306/KEITH BRIDGE ROAD
SR 306/KEITH BRIDGE ROAD
E 2324317.755
N 1548959.360
SR 306/KEITH BRIDGE RD STA. 420+00.00
SR 369/BRO
WNS BRIDGE RD STA. 216+72.22=
R=35’R=5
’R=50’
R=50’
R=35’
R=35’
R=15’ R=15’
12’
12’
12’
12’1
2’
12’
12’
12’
12’
12’
12’
16’
16’ 14’
14’
SIDEWALK
SIDEWALK
SIDEWALK
12’
12’
ROGER D HA
MMOND FA
MILY LLC
N/F
GD-HM LLC
N/F
ALLEN L HAMMOND
N/F
ALLEN LENWOOD HAMMOND
N/F
ALLEN L HAMMOND ETAL
BETTINA A HAMMOND &
N/F
MCCONNELL HOLDINGS LLC
N/F
BOBBY BENJAMIN TURNER
N/F
ALLEN L HAMMOND ETAL
N/F
�" RB
(DIST
URBE
D)
�" RB
�" RB
�" RB
�" REBAR
W/CAP
�" REBAR
W/CAP
ALLEN L HAMMOND ETAL
BETTINA A HAMMOND &
N/F
ALLEN L HA
MMOND ETAL
N/F
ALLEN L HAMMOND ETAL
N/F
W/
R .
XE
BOXHOT
BOXHOT
BOXHOT
BOXHOT
BOXHOT
ONE STORY BUILDING
FL 1232.95’
FL 1232.23’
FL 1229.03’
FL 1226.10’
LINE ONLY SHOT
18"RCP
18"RCP18"RCP
24"RCP
18"RCP
18"R
CP
18"RCP
VALVE BOXWATER SHUTOFF
SIGNHAMMOND CROSSINGPARADISE SHOPPES
RAISED CONC. ISLAND
BRICK PLANTER
SIGNROOFINGPHOENIX
DRIVEGRAVEL
STONE SIGNDONUT CONNECTION
BUILDERS SIGNCOAL MOUNTAIN
DRIVEGRAVEL
VAULTWATER
ENTER SIGNDO NOT
8" MAPLE
8" OAK
8" OAK
PEDS SIGNSTOP FOR
SIGN
DIRECTIONAL
306 / 369
ENTER SIGNDO NOT
PIV
SIGNSTOP
DIRECTION SIGNSHELL DIESEL
SIGNNO PARKING
8" OAK
8" OAK8" OAK
8" OAK
BOX.SIG
TRAFFIC
SIGNNO PARKING
SIGNNO PARKING
WALGREENS
LANIER SIGNS SIGN
MB
JCT 369 SIGN
MB’S
SIGNDRIVE THRU
SIGNNO PARKING
MBSIGNNO PARKING
CP#2418
CP#2119
15"CMP
I.E. OUT 1236.07’JB TOP EL. 1239.50’
I.E. OUT 1235.64’I.E. IN 1235.80’JB TOP EL. 1239.24’
TWO STORY BUILDING
ONE STORY BUILDING
I.E. OUT 1220.82’JB TOP EL. 1224.22’
I.E. OUT 1220.56’I.E. IN 1220.56’MH TOP EL. 1224.83’
I.E. OUT 1219.96’NW I.E. IN 1220.10’SE I.E. IN 1220.06’MH TOP EL. 1224.06’
18"RCP
G&C
G&C
G&C
VAULT
WATER
G&C
TD .XE
G&C
G&C
DR EGDIRB HTIEK / 603 RS
TD .XE
G&C
G&C
LANIER SIGNS
NORPA .CNOC EGDE
G&C
.P.O.E
G&
C
5’ BARBED
WIRE FENCE
G&
C
G&C
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Marietta, GA 30066
(770) 421-8422
PROFESSIONAL ENGINEERING
Branch Offices
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1634 White Circle, Suite 101
www.aei.cc
2500 Nelson Miller Parkway
CROSSROAD PLAN
14-07
20
SCALE IN FEET
0 40 80
EASEMENT 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
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
REVISION DATES
DRAWING No.
3/28/2016
awilliams
GPLOT-V8
gplotborder-V8i-PO.tbl
14-07.dgn SHEET NO.PROJECT NUMBER
TOTAL SHEETS
Design File and Plot Substitution information
7:08:55 PM
STATE
GA
09/17/2015
GPLNOLD
FORSYTH COUNTYENGINEERING DEPARTMENT
SR 306/KEITH BRIDGE RD
MATC
H LI
NE ST
A. 421+50.00
DR
AWI
NG
No. 13-21
422+00
423+00
424+00
425+00
426+00
427+00
POE 427+18.09
N 60°57’29.9" E
SR 306/KEITH BRIDGE ROAD
SR 306/KEITH BRIDGE ROAD
E 2324717.295
N 1549181.209
STA. 424+57.00
SR 306/KEITH BRIDGE RD
LIMIT OF CONSTRUCTION
R=65’
R=15’
R=7.5’
R=12’ R=12’
R=7.5’
R=15’R=
27’
R=7.5’
12’
12’
12’
12’
12’
12’
12’
SIDEWALK
SIDEWALK
FOOD & FUEL COMPANY LLCN/F
CROWN WOOD REALTY LLCN/F
CROWN WOOD REALTY LLCN/F
KEVIN HERBERT AUTOMOTIVE INCN/F
ROGER D HAMMOND
N/F
ROGER D HAMMOND
N/F
HENDRIX TESTAMENTARY RESIDUARY TRUST
N/F
20
21
BOLLARDS
BOLLARDS
FL 1226.31’
LINE ONLY SHOT
LINE ONLY SHOT
24"CMP
24"CMP
CONC. AREA
CONC. AREA
BOXSHUTOFFWATER
PARTS SIGNADVANCED AUTO
CONC. FLUME
CONC. PAD
SIGN306 EAST
CONC. PAD
SPICKET VACCUM
BOLLARDS
SIGNNO SELLING
SIGNGAINESVILLE 18
SIGNNO PARKING SIGN
NO PARKING
MB’S
SIGNNO PARKING
SIGNSO. BELL
BOXSO. BELL
TOPCONC.
VACCUM
MB’SSIGNNO PARKING
SIGNCITIES
TEXACO SIGN
CP#2998
CP#3529
CP#3262
30"RCP
BOLLARDS
BUILDING
AT
M
I.E. OUT 1221.30’
I.E. IN 1221.32’
MH TOP EL 1225.50’
GAS PUMP CANOPY
GAS STATION
ONE STORY BUILDING
CANOPYGAS PUMP
GAS STATION
I.E. OUT 1228.05’MH TOP EL. 1232.06’
I.E. OUT 1234.86’I.E. IN 1235.09’JB TOP EL. 1239.39’
I.E. OUT 1235.76’MH TOP EL. 1242.67’
TD .
XE
G&C
.P.O.E
G&C .CNOC FO EGDE
TD .XE
.P.O.E
G&
C
G&C
G&C
G&C
TD .XE
POT LLAW
EIT-X
.P.O.E
TD .XE
DR EGDIRB HTIEK / 603
RS
.P.O.EPOT LLA
W KCOR
TD .XE
TD .XE
TD .XE