IS 15

BUFFER

VONCILLE ITHULA SMITHN/F

LISA A HEARDN/F

HEARD PROPERTIES LLCN/F

JO ANN R BUTLERPATRICIA R HAMBY &

N/F

JO ANN R BUTLERPATRICIA R HAMBY &

N/F VONCILLE ITHULA SMITHN/F

SMITHPHILLIP JIMMIE

N/F

HUBBARD FAMILY FARM LLCN/F

O BROTHERS LLCN/F

C/O DIANE CANTRELLARTIE HAMMOND

N/FPROPERTY INC

HAMMONDS RENTALN/F

RESIDUARY TRUSTHENDRIX TESTAMENTARY

N/F

COMPANY LLCFOOD & FUEL

N/F

REALTY LLCCROWN WOOD

N/F

REALTY LLCCROWN WOOD

N/F

AUTOMOTIVE INCKEVIN HERBERT

N/F

WASH INCAUTO CRAZE CAR

N/F

PSM LANIER COMMONS LLCN/F

REAL SUB LLCN/F

PROP INCUCB NORTH GEORGIA

N/F

PATE MONTGOMERY LLCN/F

ROGER D HAMMONDN/F

ROGER D HAMMONDN/F

MONTESSORI VILLAGE PROPERTY INVESTMENTS LLCN/F

DEBORAH TURNER GEEN/F

C/O CHASTITY SHANAHANDEBORAH TURNER GEE TRUSTEE

N/F

GROUP LLCTURNER CHILDREN

N/F

TURNER CHILDREN GROUP LLCN/F

BOBBY BENJAMIN TURNERN/F

AUTO BROKERS INCC/O CORPORATE

TURNER IIICHARLES M

N/F

GEORGIA TRANSMISSION CORPN/FJACK P GREEN ETAL

KARLIN ANN GREEN &N/F

NGUYEN ETALANTHONY M

N/FROGER D HAMMOND FAMILY LLC

N/F

ROGER D HAMMONDN/F

ROGER D HAMMOND FAMILY LLCN/F

GD-HM LLCN/F

ALLEN L HAMMONDN/F

HAMMONDALLEN LENWOOD

N/F

ALLEN L HAMMOND ETALBETTINA A HAMMOND &

N/F

ALLEN L HAMMONDN/F

MARY JO STYLESN/F

HUBBARD RENTALS LLCN/F

HOLDINGS LLCMCCONNELL

N/F

MILTON CROSSING LLCN/F

MULE CAMP SPRINGS, LLCN/F

HUBBARD FAMILY FARM LLCN/F

HUBBARD RENTAL LLCN/F

HUBBARDLEROY & SANDRA

N/F

HUBBARDLEROY & SANDRA

N/F

J M CONNER LLCN/F

E: 2322155.5670

N: 1550388.9576

HEARD INDUSTRIAL BLVD STA. 390+00.00

SR 369/BROWNS BRIDGE RD STA. 190+78.36=

PROPERTY LINE

EXISTING INFORMATION PROPOSED INFORMATION

RIVERS / CREEKS

TRAFFIC FLOW ARROWS

HISTORIC AREA

NEW PAVEMENT

CENTERLINE

WETLANDS

NEW BRIDGE

TRAFFIC SIGNAL

EXISTING

EXISTING RIGHT-OF-WAY

SIDEWALKS

TRAFFIC SIGNAL

PROPOSED

GRASSING/GRADING

RETAINING WALLS

ISLANDS/CONC. MEDIAN

CURB & GUTTER/DRIVEWAYS/

FORSYTH COUNTY, GDOT P.I. No. 0013369

SR 369 OVER SR 400 INTERCHANGE & SR 369 WIDENING PROJECT

2:1

MAX

12’-0"

4:1

4’-0"

4:1 DESIRABLE

TYPICAL SECTIONS

R=75’

MAT

CH LI

NE

MAT

CH LI

NE

P LPL

PL

PL

P L

PL

PL

PL

PL

PL

PL

PLPL

PL PL

PL

PL

PL

PL

PLPL

PL PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

W/R .XE

W/R .XE

W/R .XE

W/R .XE

PL

PL

PL

PL

PL

PL

PL

W/R .XE

W/R .XE

SR 369/BROWNS BRIDGE ROAD

E 2325982.5041

N 1547801.5554

STA. 237+00.00

SR 369/BROWNS BRIDGE RD

END PROJECT

E 2325900.4070

N 1547858.6525

STA. 236+00.00

SR 369/BROWNS BRIDGE RD

END PVMT CONSTRUCTION

PUBLIX DRIVE

WAY

E 2325055.6450

N 1548446.1704

PUBLIX DRIVEWAY STA. 440+00.00

SR 369/BROWNS BRIDGE RD STA. 225+71.02=

E 2325110.4683

N 1548524.9566

STA. 440+95.98

PUBLIX DRIVEWAY

LIMIT OF CONSTRUCTION

E 2324973.4554

N 1549323.4447

STA. 427+50.00

SR 306/KEITH BRIDGE RD

LIMIT OF CONSTRUCTION

SR 3

06/K

EITH B

RIDG

E RO

AD

E 2324717.2952

N 1549181.2091

STA. 424+57.00

SR 306/KEITH BRIDGE RD

END PVMT CONSTRUCTION

E 2324317.7553

N 1548959.3604

SR 306/KEITH BRIDGE RD STA. 420+00.00

SR 369/BROWNS BRIDGE RD STA. 216+72.22=

PL

PL

PL

E 2323441.6799

N 1548382.9435

STA. 409+50.00

SR 306/KEITH BRIDGE RD

LIMIT OF CONSTRUCTION

SR 3

06/K

EITH B

RIDG

E RO

AD

E 2323509.5168

N 1548435.8020

STA. 410+36.00

SR 306/KEITH BRIDGE RD

BEGIN PVMT CONSTRUCTION

E 2322213.8967

N 1550472.6407

STA. 391+02.01

HEARD INDUSTRIAL BLVD

LIMIT OF CONSTRUCTION

(PRIVATE ROAD)

HEARD INDUSTRIAL BLVD

200 400

SCALE IN FEET

0 100

SR 369 SECTION

Shoulder

16’-0"

5’-0"

Sidewalk

2:1 MAX

2:1

MAX

2%

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"

8’-0"2’-6"

2:1

MAX

2:1 MAX

2’-6"

Shoulder

6"

2%

6’-0"

2’-6"

2%2%

Sidewalk

RAMP SECTION

16’-0"

Travel Lane

8’-0"

Inside Shoulder

10’-0"

Paved Shoulder

4’-0"

Shoulder

Paved

12’-0"

Outside Shoulder

2% 2% 2%

BL

195+00

200+00

205+00

210+00

215+00

220+00

225+00

230+00

235+00

410+00

415+00

425+00