cl k w y - nebula.wsimg.com
TRANSCRIPT
TOWER
TOWER
PAVED SHOULDER
EDGE OF PAVEMENT
PROPOSED CENTER LINE
PROPOSED ROADWAY
GRASSED MEDIAN
PROPOSED DISPLACEMENT
CONSTRUCTION LIMITS
PROPOSED RIGHT OF WAY
CONCRETE MEDIAN
PROPOSED BRIDGE
GADOTLOWNDES
ELECTRICAL
EXISTING OVERHEAD
ELECTRICAL
EXISTING UNDERGROUND
SANITARY SEWER
EXISTING
AND LIMIT OF ACCESS
PROPOSED RIGHT OF WAY
EXISTING PROPERTY LINE
SENSITIVE AREA
ENVIRONMENTALLY
OBLITERATE PAVEMENT
EXISTING GAS
EXISTING WATER
PROPOSED SIDEWALKGeorgia Department of Transportation
LEGEND
APRIL 23, 2019
BARTOW COUNTY
PI NO 0013238
ALTERNATIVE 2B
DEVELOPMENT CORRIDOR
ROME-CARTERSVILLE
BISHOP RD NW
MAC JOHNSON RD
CASSVILLE RD S
W
HWY 411
DEVELOPMENT CORRIDOR
ROME-CARTERSVILLE
SHAW INDUSTRIES
CSX
JOE FRANK HARRIS PK
WY
BRIDGE 1
BRIDGE 2
BRIDGE 3
BRIDGE 8BRIDGE 9
BRIDGE 5
BRIDGE 4
BRIDGE 6
BRIDGE 7
US 41
SHAWN INDUSTRIES INC
FOUR ELEVEN PARTNERS LLC
SHIH-HSIN HSU ETAL
GRID PROPERTIES LLC
PROPERTIES LLCE SQUARED
TRANSPORTATIONOF
DEPARTMENT
GALLOWAYJUSTIN A
RANDY EARL TIDWELL
RANDY EARL TIDWELL
GARY HOWREN CONSTRUCTION INC
TERRY HOWREN BUILDER INC &
MICHAEL HOWREN INC
JOE W THOMPSON
JAMES L STARNES
INFO
OWNER
PARCEL
NO
INFO
OWNER
PARCEL
NO
BIGGS
DARYL
STA. 112+00
PI NO 0013238
BEGIN PROJECT
DONNA JEAN OSORIOMANUEL JESUS &
BEARDENBAZELMANS
CRAEDEN
BEARDENCRADWICK
EMMETT
WHITENERPAUL ALVIN
SILVIA LUIS G
MCDANIELGALEN
MCDANIELGALEN
C/O LOUISA WHITEQUILLIAN ETAL
JULIA F
TIDWELLWELDON W
TIDWELLHARBIN HERMAN
INVESTORS LLCCARTERSVILLE
INVESTORS LLCCARTERSVILLE
GALLOWAYCARL
ALLEN
STANTON
MARITZA RAZANAEDWIN J &
LINDA D ANDREAS
NICOS H &
KATHY E BENNETT
DAVID L &
LEE BOYD
COLBY
LEE BOYD
COLBY
KOEHLER
BRAN H
JENKINS
RONALD
GWEN C EPLEY
DEWAYNE G &
COLLINSWORTH
CHARLOTTE
STROHAUER
PAUL
GWEN C EPLEY
DEWAYNE G &
WL 2
OW 1
WL 4
WL 7
OW 8
OW 9
OW 14
PS 10
WL 11
OW 12
HIST 2
HIST 3
HIST 1
GREENS GOLF COURSEGREEN VALLEY
RIVER BIRCH RD
MAC JOHNSON RD
L ROYER JREUGENE
PS 5
IS 6
STOCKS
& JUDY
JIMMY
PS 3
CULVERT 14BRIDGE
100+
00
105+
00
110+
00
115+00
120+00
125+00
130+00
135+00
140+00
145+00
150+00
155+00
160+00
165+00
170+00
175+00
180+00
185+00
190+00
195+00
200+00
205+00
210+00
215+00
220+00
CONSTRUCTION
LIMIT OF
CONSTRUCTION
LIMIT OF
MATCH LINE SHEET 2
400 800
SCALE IN FEET
0 200
2’-0"
6’-0" 16’-0" 16’-0" 6’-0"
24’-0" 22’-0" 22’-0" 24’-0"
CL
4’-0"
6:1
18’-0"10’-0" 10’-0"
2’-0" 2’-0"
Profile GradeProfile Grade
6’-6"
6’-6"
2%6%
2% 6%6:1 NORMAL
4% 4%
6:1 2:1
MAX
12’-0" 12’-0"12’-0" 12’-0"
Travel Lane Travel LaneTravel LaneTravel Lane
2% 2%
6:1 NORMAL
existing
NORMAL CROWN
(D.S. 65mph)
4 Lanes With a 44’ Median
New Location