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