sr 369 over sr 400 interchange & sr 369 widening … project/pioh roll...sr 369 over sr 400...
TRANSCRIPT
FORSYTH CO BD OF EDUCATION
N/F
SIERRA LAKE OF FORSYTH HOA INC
N/F
C/O RANDALL DAY
RUBY MARTIN DAY-LIFE ESTATE
N/F
RANDALL DAY
BARBARA JEAN &
N/FROBERT PICKRON
N/F
GEORGIA POWER COMPANYN/F
NORRIS HOWARDN/F
HOWARDNORRIS
N/F
GEORGIA POWER COMPANYN/F
OF LATTER-DAY SAINTSOF THE CHURCH OF JESUS CHRIST
CORPORATION OF THE PRESIDING BISHOPN/F
INEAL HEARD C/O ROGER HEARDN/F
SUE CORN DARNELLN/F
CHURCH OF FORSYTH COUNTY INCCHURCH COAL MOUNTAIN BAPTIST
N/F
PROPERTY TAX DEPTCORPORATION
REGIONS FINANCIALN/F
LLCPROPERTIES
B & CN/F
369 CORNERS LLCN/F
369 CORNERS LLCN/F
BOBBY M THOMASN/F
BOBBY M THOMASN/F
MAHLON C THOMASBOBBY MAHLON THOMAS &
N/F
HOWARD PARTNERS LLLPN/F
DEVELOPERS LLCCUMMING LAND
N/F
ANN WILLDEBORAH
JOHN DAVID & N/F
BENJAMIN CARL WOFFORDBOBBY JOE JR &
N/F
ANN HOWARDNORRIS & PATRICIA
N/F
SUPPLYBUILDERSCOAL MTN
N/F
PLYLERANDREW H
N/F
LLC369 CORNERS
N/F
369 CORNERS LLCN/F
369 LLCHARRISON
N/F
HOLDINGS I LLCHARRIS PROP
N/F
JANE WESTRAYN/F
PARAN HOMES LLCN/F
F C FIRE STATION #12 HQN/F
BOBBY M THOMASN/F
THOMAS SUPPLY CON/F
THOMASBOBBY M
N/F
ROBERT PICKRONN/F
BERTIE MAE BURGESS GRAVITT ETALN/F
BOBBY M THOMASN/F
OF CUMMING INC.FIRST CHRISTIAN CHURCH
N/F
C/O SAVAGE SAVAGE & BROWNANDALUSIA PROPERTIES INC
N/F
DAY INVESTMENTS III LLCN/F
PARAN HOMES LLCN/F
PARAN HOMES LLCN/F
BURGESS ETALGRAVITT BERTIE MAE
N/F
MILDREDWILLIAMSON
DONNIE &WILLIAMSON
N/FBURGESS ETALBERTIE MAE
GRAVITTN/F
MOUNTAIN PARKF C COAL
N/F
369 LLCHARRISON
N/F
AT HWY 9 LLCYD HOLDINGS
N/F
LIVING TRUSTBEVERLY FAMILY
N/F
AT HWY 9 LLCYD HOLDINGS
N/F
& BURRUSS JOYCEBURRUSS THOMAS L
N/F
& ETALJOYCE
BURRUSSN/F
ARMSTRONG RANDALLN/F
LOIS ELLENC AKA TALLANTTALLANT ELLEN
N/F
BY OTHERSPROJECT
BY OTHERSPROJECT
CONSTRUCTIONLIMIT OF
PROJECTBEGIN
CONSTRUCTIONLIMIT OF
CONSTRUCTIONLIMIT OF
CONSTRUCTIONLIMIT OF
PROJECTEND
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 SECTIONS200 400
SCALE IN FEET
0 100
MAT
CH LI
NE
MAT
CH LI
NE
EX. R/
W
PL
PLPL
PL
PL
PL
PL
PL
PL PL
PL
PL
PLPL
PL
PL
PL
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
PLPL
PL
PL
PL
PL
EX. R/
W
COAL MOUNTAIN CONN
BRIDGETO
WNE DR
E 2318821.0015
N 1552550.6276
COAL MOUNTAIN CONN STA. 510+00.00
BRIDGETOWNE DR STA. 360+00.00=
SR 369/BROWNS BRIDGE RD STA. 150+02.63=
E 2318914.4701
N 1552627.4691
STA. 511+21.00
COAL MOUNTAIN CONN
LIMIT OF CONSTRUCTION
E 2318670.6429
N 1552440.3054
STA. 358+13.50
BRIDGETOWNE DR
LIMIT OF CONSTRUCTION
E 2317574.8199
N 1553587.2640
SETTINGDOWN RD STA. 340+00.00
SR 369/BROWNS BRIDGE RD STA. 133+50.00=
SETTIN
GDOW
N RO
AD
E 2318169.0014
N 1553951.7272
STA. 347+14.00
SETTINGDOWN RD
LIMIT OF CONSTRUCTION
E 2316491.0664
N 1553947.5338
SR 9/DAHLONEGA HWY STA. 320+00.00
SR 369/MATT HWY/BROWNS BRIDGE RD STA. 122+07.74=
E 2316734.6880
N 1554709.5368
STA. 328+00.00
SR 9/DAHLONEGA HWY
LIMIT OF CONSTRUCTION
E 2316707.4006
N 1554624.1870
STA. 327+10.39
SR 9/DAHLONEGA HWY
END PVMT CONSTRUCTION
E 2316141.3661
N 1552799.6621
STA. 308+00.00
SR 9/DAHLONEGA HWY
LIMIT OF CONSTRUCTION
SR 9/DAHLONEGA H
WY
SR 9/DAHLONEGA H
WY
SR 369/MATT
HWY
E 2315039.0030
N 1554338.4697
STA. 107+00.00
SR 369/MATT HWY
BEGIN PROJECT
E 2315088.5690
N 1554331.9018
STA. 107+50.00
SR 369/MATT HWY
BEGIN PVMT CONSTRUCTION
E 2315306.5200
N 1554295.5233
COAL MOUNTAIN DR STA. 300+00.00
SR 369/MATT HWY STA. 109+70.98=
E 2315325.2713
N 1554403.9133
STA. 301+10.00
COAL MOUNTAIN DR
LIMIT OF CONSTRUCTION
COAL M
OUNT
AIN
DR
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
105+00
110+00
115+00
120+00
125+00
130+00
135+00
140+00
145+00
150+00
310+00
315+00
325+00
330+00
345+00
350+00
355+00
515+00