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  • STATE ROUTE 92 FROM OLD BURNT HICKORY ROAD TO … PHOH DISPLAY 02... · roscoe c & dobson a justin match existing sta 92+00.00 limits of construction 5’ sidewalk 5’ sidewalk 5’
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80 SCALE IN FEET 0 160 320 P R O P O S E D A SP HA LT P AV E M E N T PROPOSED GRASSED AREA DHV = DESIGN HOURLY VOLUME AADT = AVERAGE ANNUAL DAILY TRAFFIC DESIGN SPEED: 45 MPH 24 HR. TRUCK %: 15.3% DHV: 3,000 (2020) AADT: 35,150 (2040) AADT: 25,245 (2020) DESIGN DATA: LEGEND P R O P O S E D C ON CR ETE P AV E M E N T ENVIRONMENTALLY SENSITIVE AREA CEMETERY CHURCH PROPERTY LINE REQUIRED RIGHT OF WAY PROPOSED STORM DRAIN PIPE TEMPORARY CONSTRUCTION EASEMENT CONSTRUCTION EASEMENT TEMPORARY DRIVEWAY PROPOSED TRAFFIC SIGNAL P L P R O P O S E D S T A M P E D BR I C K P A TTE R N EXISTING POND P R O P O S E D S T O R M W A TE R D ETE N T I ON P OND STATE ROUTE 92 FROM OLD BURNT HICKORY ROAD TO COBB PARKWAY T S A T E O G F E O R G I A 1 7 7 6 C O N S T I T U T I O N J U S T I C E O M D E R AT I ON DOM WI S PROJECT NO. CSSTP-0006-00(866), PI NO. 0006866 PROJECT NO. CSSTP-0006-00(857), PI NO. 0006857 DISPLAY 2 OF 3 S E E D I SP L A Y 3 O F 3 M A T C H L I N E S E E D I S P L AY 1 O F 3 M A T C H L I N E POTENTIAL DISPLACEMENT MAIL MAI L X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X DI DI A B A B C A B MAI L GUARD RAIL GUARD RAIL A B A B B B B MA I L MA I L MA I L B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B 15"RCP A B B A C- 1 POND BOTTOM 9 60 . 00 MEDI A BOTTOM 958 . 00 P OND BOTTOM 93 6 . 0 0 MEDI A BOTTOM 9 3 4 . 00 POND BOTTOM 935 . 0 0 MEDI A BOTTOM 93 3 . 00 CULVERT 4 X4 BOX CULVERT 4 X4 BOX CULVERT 4X6 BOX CULVERT 4X6 BOX C U L V E R T 4 X 6 B O X CULVER T 4 X6 BOX 94 7 945 936 936 9 41 9 4 1 9 4 1 94 0 9 4 0 941 93 5 9 3 5 940 94 0 943 94 3 R U S S O M EL E M E N T A R Y S C HOO L L N O L D S T I LE S B O R O R D SR 92/DALLAS ACWORTH HWY P I C K E T T S M I L L P L 235 + 00 23 0 + 0 0 225 + 00 2 1 5 + 0 0 2 1 0 + 0 0 2 0 5 + 0 0 2 0 0 + 0 0 1 9 5 + 0 0 1 9 0 + 0 0 1 8 5 + 0 0 1 8 0 + 0 0 1 7 5 + 0 0 1 7 0 + 0 0 1 6 5 + 0 0 1 6 0 + 0 0 1 5 5 + 0 0 1 5 0 + 0 0 1 4 5 + 00 140 + 00 135 + 00 130 + 00 56 + 00 69 + 00 67 + 00 79 + 00 S E V E N H I LL S E X TE N S I ON 8 9 + 00 88 + 00 92 + 00 91 + 00 99 + 00 9 8 + 0 0 108 + 00 109 + 00 111 + 00 CREST LP CEDAR SOFRAM CREST LP CEDAR SOFRAM BRIDGES ALICIA R WILLIAM E & DRISKILL DONNA M DAVID L & COLLINS HAROLD K HAZEL M & BOURNE PHILIP D BARBARA D & ROBERT D, & ET AL BOURNE ROBERT D McMICHEN CONNIE J KENNETH O & PAUL G HORNSBY JR KAREN C & PREWETT TERESA WILLAM E & BOURNE PHILIP D BARBARA D & ROBERT D, DEVELOPMENT LLC PUMPKIN VINE SMITH SHARON L DAVID J & LATHREN BARBARA J ERNEST E & BRYANT CASSSANDRA J. ROBERT E & RUZICKA TINA JOSEPH & MERLIN MULLEN REGINALD & GLILI STEPHANIE ABERAHIN & COX DEANNA L JOHN & HANKS LYNN M ANTHONY R & WANG BHAVNA M JONATHAN C & & ET AL WANG JONATHAN C HELBLING LORRAINE M EMIL O & HELBLING KIM B MARK A & ARENDALL STEVE A PAMELA & REYES VERONICA JOSE & MYERS MICHELLE L ROBERT W & HILL BETTY R. ROSCOE C & DOBSON A JUSTIN M A T C H E X I S T I NG STA 92+00.00 L I M I T S O F C ON S T R U C T I ON 5’ SIDEWALK 5’ SIDEWALK 5’ SIDEWALK 5’ SIDEWALK 5’ SIDEWALK 5’ SIDEWALK PATH 10’ MULTI-USE PATH 10’ MULTI-USE PATH 10’ MULTI-USE PATH 10’ MULTI-USE PATH 10’ MULTI-USE SR 92/DALLAS ACWORTH HWY 8’ AVG. HEIGHT RETAINING WALL 6’ AVG. HEIGHT RETAINING WALL MEDIAN 20’ RAISED MEDIAN 20’ RAISED MEDIAN 20’ RAISED MEDIAN 20’ RAISED MEDIAN 20’ RAISED M A T C H E X I S T I NG STA 88+00.00 CONSTRUCTION LIMITS OF MATCH EXISTING STA 97+80.00 LIMITS OF CONSTRUCTION MATCH EXISTING STA 108+00.00 LIMITS OF CONSTRUCTION EASEMENT CONSTRUCTION TEMPORARY RIGHT-OF-WAY PERMANENT REQUIRED RIGHT-OF-WAY PERMANENT REQUIRED RIGHT-OF-WAY PERMANENT REQUIRED RIGHT-OF-WAY PERMANENT REQUIRED RIGHT-OF-WAY REQUIRED PERMANENT RIGHT-OF-WAY REQUIRED PERMANENT McMICHEN CONNIE J KENNETH O & KRISE RANDY L EASEMENT CONSTRUCTION DRIVEWAY TEMPORARY RIGHT-OF-WAY PERMANENT REQUIRED A PP R OX I M A T E C O U N T Y L I N E P AU L D I NG C OUN T Y C O B B C O U N T Y ENTERPRISES LLC BRUCE TOMPSON & ET AL KRISE RANDY LEE STORAGE LLC ATTIC XII SELF PARCEL 1 UNDETERMINED PARCEL ID B OU R N E R O B E R T D & ET A L SCHOOLS DIST P AU L D I NG C OUN T Y M Y R TLE M W A TT S PARCEL 2 UNDETERMINED PARCEL ID: PARTNERS LLC MOSS CREEK BUILDERS LLC STONEWOOD THE ACORN GROUP LLC SHARON E McGARITY SERVICE COMPANY GEORGIA GAS FRANKLIN HERBERT LEE SERVICE COMPANY GEORGIA GAS DON E MYERS & ET AL BONNIE L ALBERSON BLANCH VIRGINIA SPURLING CATHERINE P COX BARRY E. & CHRISTINE A. HART JAMES P. & ROBERT C FURZER COBB COUNTY BOARD OF EDUCATION COBB COUNTY BOARD OF EDUCATION RANDY L KRISE & ET AL ENTERPRISES INC M0NAMI JOSEPH JENKINS TONCY ANN WYCKOFF HWY 92 REAL PROPERTIES LLC INVESTMENTS LLC 3156 HWY 92 C&K UNITED LLC R E A LT Y P A R T N E R S C A P I T A L S OU T H J AN I C E C M U M A J AN I C E C M U M A C ONN I E J M c M I C H E N K E NN ET H O M c M I C H E N & MARK A NEAL MAX WILLIAMS R E A LT Y P A R T N E R S C A P I T A L S OU T H COBB COUNTY BOARD OF EDUCATION ALLATOONA HIGH SCHOOL A LL A T OONA H I GH S C HOO L D R I V E W AY A PP R OX I M A TE C OUN T Y L I N E P A U L D I NG C OU N T Y C O BB C OU N T Y STA 219+32.11 SR 92/HIRAM ACWORTH HWY STA 110+00.00 ALLATOONA HIGH SCHOOL PICKETTS MILL PL / STA 50+00.00 ROYAL SUNSET DR STA 60+00.00 CROSSROADS DR STA 70+00.00 RUSSOM ELEM SCHOOL LN STA 80+00.00 STONEWOOD CREEK DR STA 90+00.00 OLD STILESBORO RD SEVEN HILLS EXTENSION/ STA 100+00.00 THORNWOOD DR P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L 75 ’ S T R E A M B U FF E R 25 ’ S T R E A M B U FF E R 25 ’ S T R E A M B U FF E R 75 ’ S T R E A M B U F F E R 25 ’ S T R E A M B U FF E R 7 5 ’ S T R E A M B U FF E R 75 ’ S T R E A M B U FF E R 25 ’ S T R E A M B U FF E R CLAY ESTATE HENRY D 25 ’ S T R E A MB U F F E R 25 ’ S T R E A M B U FF E R 75 ’ S T R E A M B U FF E R 75 ’ S T R E A M B U FF E R 75 ’ S T R E A MB U FF E R 25 ’ S T R E A MB U FF E R 75 ’ S T R E A M B U FF E R 25 ’ S T R E A M B U F F E R 25 ’ S T R E A M B U FF E R 25 ’ S T R E A M B U FF E R 75 ’ S T R E A M B U FF E R 75 ’ S T R E A M B U F F E R 75 ’ S T R E A M B U FF E R BUFFER 25’ STREAM 25 ’ S T R E A M B U FF E R 25 ’ S T R E A M B U FF E R 75 ’ S T R E A M B U FF E R 75 ’ S T R E A M B U FF E R 7 5 ’ S T R E A M B U FF E R 25 ’ S T R E A M B U FF E R 25 ’ S T R E A M B U FF E R 75 ’ S T R E A M B U FF E R STA 212+35.05 SR 92 FLOWER POPULATION PINK LADYSLIPPER FLOWER POPULATION PINK LADYSLIPPER 2 5 ’ S T R E A M B U FF E R 2 5 ’ S T R E A M B U FF E R 25 ’ S T R E A M B U FF E R 2 5 ’ S T R E A M B U F F E R RIGHT-OF-WAY PERMANENT REQUIRED FLOWER POPULATION PINK LADYSLIPPER B U FF E R 75 ’ S T R E A M B U F F E R 25 ’ S T R E A M B U FF E R 7 5 ’ S T R E A M B U FF E R 2 5 ’ S T R E A M FLOWER POPULATION PINK LADYSLIPPER FLOWER POPULATION PINK LADYSLIPPER FLOWER POPULATION PINK LADYSLIPPER STA 220+16.16 SR 92 B U FF E R 7 5 ’ S T R E A M 75 ’ S T R E A M B U F F E R 2 5 ’ S T R E A M B U FF E R B U F F E R 2 5 ’ S T R E A M WETLAND BOUNDARY B U FF E R 2 5 ’ S T R E A M B U FF E R 7 5 ’ S T R E A M B U FF E R 7 5 ’ S T R E A M B U F F E R 25 ’ S T R E A M BOUNDARY WETLAND BOUNDARY WETLAND 25 ’ S T R E A M B U FF E R 25 ’ S T R E A M B U FF E R 7 5 ’ S T R E A M B U F F E R 7 5 ’ S T R E A M B U FF E R E NV I R O N M E N T A LL Y S E N S I T I V E A R E A I N TE R M I T TE N T S T R E A M S T R E A M I N TE R M I TTE N T I N TE R M I T TE N T S T R E A M I N T E R M I TT E N T S T R E A M S T R E A M I N T E R M I TTE N T P E R E NN I A L S T R E A M I N T E R M I TT E N T S T R E A M P E R E NN I A L S T R E A M I N TE R M I TTE N T S T R E A M I N TE R M I TT E N T S T R E A M I N T E R M I T TE N T S T R E A M S T R E A M I N TE R M I T TE N T S T R E A M I N T E R M I T TE N T I N T E R M I TTE N T S T R E A M RIGHT-OF-WAY REQUIRED PERMANENT I N T E R M I T T E N T S T R E A M I N TE R M I TTE N T S T R E A M STA 130+70.07 = SR 92 STA 138+11.12 = SR 92/DALLAS ACWORTH HWY STA 160+85.84 SR 92 STA 184+01.26 SR 92 STA 201+94.07 SR 92 CSSTP-0006-00(866) BEGIN PROJECT CSSTP-0006-00(857) END PROJECT P L P L P L P L P L P L MATCH EXISTING STA 56+90.00 LIMITS OF CONSTRUCTION MATCH EXISTING STA 68+45.00 LIMITS OF CONSTRUCTION R OYA L S UN S ET D R CR O SS R OA D S D R S T ON E W OOD CR EE K D R MATCH EXISTING STA 78+65.00 CONSTRUCTION LIMITS OF T H O R N W O OD D R TP. A TP.D TP.D TP. A TP.D TP.D TP. A TP. A TP. A TP. A TP.D TP.D TP. A TP.D TP.D TP. A TP. A TP. A TP.A TP. A TP. A TP.D TP.D TP.D MOD T P . B T P . A TP. A TP. A TP. A T P . A TP. A TP. A 51+00

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Page 1: STATE ROUTE 92 FROM OLD BURNT HICKORY ROAD TO … PHOH DISPLAY 02... · roscoe c & dobson a justin match existing sta 92+00.00 limits of construction 5’ sidewalk 5’ sidewalk 5’

80

SCALE IN FEET

0 160 320

PROPOSED ASPHALT PAVEMENT

PROPOSED GRASSED AREA

DHV = DESIGN HOURLY VOLUMEAADT = AVERAGE ANNUAL DAILY TRAFFIC

DESIGN SPEED: 45 MPH24 HR. TRUCK %: 15.3%DHV: 3,000 (2020)AADT: 35,150 (2040)AADT: 25,245 (2020)DESIGN DATA:

LEGEND

PROPOSED CONCRETE PAVEMENT

ENVIRONMENTALLY SENSITIVE AREA

CEMETERY

CHURCH

PROPERTY LINE

REQUIRED RIGHT OF WAY

PROPOSED STORM DRAIN PIPE

TEMPORARY CONSTRUCTION EASEMENT

CONSTRUCTION EASEMENT

TEMPORARY DRIVEWAY

PROPOSED TRAFFIC SIGNALPL

PROPOSED STAMPED BRICK PATTERN

EXISTING POND

PROPOSED STORMWATER DETENTION POND

STATE ROUTE 92 FROM OLD BURNT HICKORY ROAD TO COBB PARKWAY

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PROJECT NO. CSSTP-0006-00(866), PI NO. 0006866PROJECT NO. CSSTP-0006-00(857), PI NO. 0006857

DISPLAY 2 OF 3

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SR 92/DALLAS ACWORTH HWY

PI

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235+00

230+00

225+00

215+00

210+00

205+00

200+00

195+00

190+00

185+00

180+00

175+00

170+00

165+00

160+00

155+00

150+00

145+00

140+00

135+00130+00

56+00

69+00

67+0

0

79+00

SEVEN HILLS EXTENSION

89+00

88+00

92+00

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99+00

98+0

0

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109+00

111+00

CREST LP

CEDAR

SOFRAM CREST LP

CEDAR

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BRIDGES

ALICIA R

WILLIAM E &

DRISKILL

DONNA M

DAVID L &

COLLINS

HAROLD K

HAZEL M &

BOURNE

PHILIP D

BARBARA D &

ROBERT D,

& ET AL

BOURNE ROBERT D

McMICHEN

CONNIE J

KENNETH O &

PAUL G HORNSBY JR

KAREN C &

PREWETT

TERESA

WILLAM E &

BOURNE

PHILIP D

BARBARA D &

ROBERT D,

DEVELOPMENT LLC

PUMPKIN VINE

SMITH

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DAVID J &

LATHREN

BARBARA J

ERNEST E &

BRYANT

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ROBERT E &

RUZICKA

TINA

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REGINALD &

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ABERAHIN &

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JOHN &

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ANTHONY R &

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& ET AL

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ARENDALL

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ROBERT W &

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BETTY R.

ROSCOE C &

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JUSTIN

MATCH EXISTING

STA 92+00.00

LIMITS OF CONSTRUCTION

5’ SIDEWALK5’ SIDEWALK

5’ SIDEWALK

5’ SIDEWALK

5’ SIDEWALK

5’ SIDEWALK

PATH

10’ MULTI-USE

PATH

10’ MULTI-USE PATH

10’ MULTI-USE PATH

10’ MULTI-USE

PATH

10’ MULTI-USE

SR 92/DALLAS ACWORTH HWY

8’ AVG. HEIGHT

RETAINING WALL

6’ AVG. HEIGHT

RETAINING WALL

MEDIAN

20’ RAISED

MEDIAN

20’ RAISED

MEDIAN

20’ RAISED

MEDIAN

20’ RAISED

MEDIAN

20’ RAISED

MATCH EXISTING

STA 88+00.00

CONSTRUCTION

LIMITS OF

MATCH EXISTING

STA 97+80.00

LIMITS OF CONSTRUCTION

MATCH EXISTING

STA 108+00.00

LIMITS OF CONSTRUCTION

EASEMENT

CONSTRUCTION

TEMPORARY

RIGHT-OF-WAY

PERMANENT

REQUIRED

RIGHT-OF-WAY

PERMANENT

REQUIRED

RIGHT-OF-WAY

PERMANENT

REQUIRED

RIGHT-OF-WAY

PERMANENT

REQUIRED

RIGHT-OF-WAY

REQUIRED

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REQUIRED

PERMANENT

McMICHEN

CONNIE J

KENNETH O &

KRISERANDY L

EASEMENT

CONSTRUCTION

DRIVEWAY

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APPR

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NE

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COUNTY

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BRUCE TOMPSON

& ET AL

KRISE RANDY LEE

STORAGE LLC

ATTIC XII SELF

PARCEL 1

UNDETERMINED

PARCEL ID

BOURNE ROBERT D & ET AL

SCHOOLS DISTPAULDING COUNTY

MYRTLE M WATTS

PARCEL 2

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PARCEL ID:

PARTNERS LLC

MOSS CREEK BUILDERS LLC

STONEWOOD

THE ACORN GROUP LLC

SHARON E McGARITY

SERVICE COMPANY

GEORGIA GAS

FRANKLIN

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SERVICE COMPANY

GEORGIA GAS

DON E MYERS

& ET AL

BONNIE L

ALBERSON

BLANCH VIRGINIA

SPURLING

CATHERINE P COX

BARRY E. &

CHRISTINE A. HART

JAMES P. &

ROBERT C FURZER

COBB COUNTY BOARD OF EDUCATION

COBB COUNTY BOARD OF EDUCATION

RANDY L KRISE & ET ALENTERPRISES INC

M0NAMI

JOSEPH JENKINSTONCY ANN WYCKOFF

HWY 92 REAL PROPERTIES LLC

INVESTMENTS LLC

3156 HWY 92

C&K UNITED LLC

REALTY PARTNERS

CAPITAL SOUTH

JANICE C MUMA

JANICE C MUMA

CONNIE J McMICHENKENNETH O McMICHEN &

MARK A NEAL

MAX WILLIAMS

REALTY PARTNERS

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ALLATOONA HIGH SCHOOL

ALLATOONA HIGH SCHOOL DRIVEWAY

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Stockdale's Sidewalk Sale

Car elect-sidewalk

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H 3 G SIDEWALK ALONG W BLDG: 50 sq.m. SIDEWALK …

Summer Sidewalk Sale

Sidewalk Cookers

Mitch Duneier, "Sidewalk"

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Virtual Sidewalk Survey

400series Sidewalk Plans

Sidewalk Summit Presentation

SIDEWALK - Stayton, Oregon

Duneier 1999- Sidewalk

Greer Sidewalk Recommendations

SIDEWALK ASTRONOMY

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Sidewalk art

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Sidewalk survey

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Sidewalk Repair Bronx, NY Eden Sidewalk Contractors

SIDEWALK POD

SIDEWALK TALK

Gt3200 Sidewalk

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I:EngineeringSharedDetails5'' Concrete Sidewalk Layout1 (1) · 1. 5” Concrete Sidewalk 2. Bituminous Concrete Sidewalk and Driveway Detail 3. Concrete Ramp (curb separated from