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EXIST SIGNAL TO BE REMOVED EXIST SIGNAL TO BE REMOVED 5' SIDEWALK SIDEWALK 7'6" G E O R G I A P O WE R E A S E M E N T POWER G E O R G I A E A S E M E N T POWER G E O R G I A E A S E M E N T POWER G E O R G I A E A S E M E N T POWER G E O R G I A E A S E M E N T LL 0081 LL 00 82 1 4 0 0 8200 010 852 NO R T HAV E NU E LLL P F I V E E I GH T F I V E 14 0082 0 00108 0 3 C O M P ANY A T L AN T A G A S L I GH T N/F 14 00 8 2000 108 60 T B & P P R O P E R T I E S , LL L P N/F 1 4 008200 0 10829 P R O P LL C J O E AN DJ A M E S 1 4 00 8 20 0 01 0 84 5 G E O R G I A U N I V E R S I T Y O F R E G E N T S O F T H E B O A R DO F N/F 1 4 00 8 20 00 1 07 6 1 O F G E O R G I A O F T H E UN I V E R S I T Y B O A R DO F R E G E N T S N/F 14 0 0 82 LL 01 69 U N I V E R S I T Y O F G E O R G I A B O A R DO F R E G E N T S O F T H E N/F 14 00 8 2 LL 0 169 U N I V E R S I T Y O F G E O R G I A B O A R DO F R E G E N T S O F T H E N/F 14 0082 LL 0177 GEORGIA T H E UN I V E R S I T Y O F B OA R DO F R E G E N T S O F N/F 1 4 00 8200 02 1750 V L P 4 , LL C N/F 1 4 0 08 20 0 01 0 79 5 C AND LE RF O O DLL C13 6 N/F 1 4 00820 0 01096 9 LLC P R O P E R T I E S I I , K E S L O W N/F 14 0 08 2000 10 969 LLC P R O P E R T I E S II , K E S L O W N/F 14 0 0 82 0 00 1 02 5 8 ERVES C A R L AN DJ O E 14 0 08 2000 1 0290 ERVES C A R L ANDJ O E 14 0 0 82 0 00 1 02 6 6 A L O N Z OE R V E S 14 008200010274 C A R L E R V E S 14 008200010282 E R V E S C A R L ANDJ O E 14 0 0 8 2 000103 0 8 ET A L T H EL M A M I L N E R 14 0 0 82 0 00 1 05 7 1 ET AL C A R L E R V E S 1 4 0 08 2 00 0 10 56 3 C A R L E R V E S 1 4 00 8 20 0 01 05 55 ET AL C A R L E R V E S 14 0082 0 00109 3 6 NORTH B A P T I S T C H U RC H O F A N T I O C H T R U S TEE S 14 00820001 0 522 RUCKER WH I TE H E AD G R A C E E . 1 4 0 08200010944 NORTH B A P T I S T C H U RC H O F AN T I O C H T R U S TEE S Georgia Department of Transportation B E G I N P R O J E C T S i d e w a l k SR 3/NORTHSIDE DR - FACING NORTH, SOUTH OF INTERSECTION TYPICAL SECTION 1 SR 3/NORTHSIDE DR - FACING NORTH, NORTH OF INTERSECTION TYPICAL SECTION 2 7'-6" S i d e w a l k S i d e w a l k S i d e w a l k S i d e w a l k 5'-0" 2'-6" G u tt e r C u r b a nd 8'-0" S hou l d e r 0'-11'0" Varies 10'0"-12'0" Varies 10'0"-12'0" Varies Varies 0'-2'0" Flush Median 11'0"-14'0" Varies 12'0"-14'0" Varies Lane R i gh t T u r n P r opo s e d Lane R i gh t T u r n P r opo s e d T u r n L a n e T r a v e l/ L e f t P r opo s e d Lane L e f t T u r n P r opo s e d Lane T r a v e l P r opo s e d Lane T r a v e l P r opo s e d C u r b a nd G u tt e r 2'-6" 12'0"-18'0" Varies 12'0"-18'0" Varies C u r b a nd G u tt e r 2'-6" Lane L e f t T u r n P r opo s e d T u r n L a n e T r a v e l/ R i gh t P r opo s e d Lane T r a v e l P r opo s e d Existing Pavement E x i s ti ng P a v e m e n t E x i s ti ng P a v e m e n t Lane T r a v e l P r opo s e d Lane T r a v e l P r opo s e d Lane T r a v e l P r opo s e d Lane T r a v e l P r opo s e d Lane L e f t T u r n P r opo s e d Lane L e f t T u r n P r opo s e d 11'0" 11'0" 11'0" 11'0" 11'0" 11'0" Varies 0'-6'6" Flush or Raised Median T u r n L a n e Right T r a v e l/ P r opo s e d E x i s t i ng P a v e m e n t E x i s ti ng P a v e m e n t 2'-6" 5'-0" Lane T r a v e l P r opo s e d Lane T r a v e l P r opo s e d Lane L e f t T u r n P r opo s e d Lane T r a v e l P r opo s e d Lane T r a v e l P r opo s e d Lane R i gh t T u r n P r opo s e d 12'0" 11'0"-12'0" Varies 11'0"-14'0" Varies 11'0"-14'0" Varies Flush or Raised Median Varies 1'0"-12'0" 11'0" 11'0" G u tt e r C u r b a nd 8'-0" S hou l d e r 0'-12'0" Varies 10'0-11'0" Varies 0'-11'0" Varies 7'-6" G u tt e r C u r b a nd 2'-6" S hou l d e r 10'-6" S hou l d e r 10'-6" 2'-6" G u tt e r C u r b a nd 7'-6" 2'-6" 10'-6" S hou l d e r G u tt e r C u r b a nd LEGEND: PROPOSED PAVEMENT/RESURFACING PROPOSED CURB & GUTTER PROPOSED SIDEWALK/ISLAND PROPOSED EDGE OF PAVEMENT PROPOSED CONCRETE ISLAND PAVEMENT REMOVAL PROPOSED DRIVEWAY EXISTING LIGHT POLE REQUIRED R/W CUT LIMITS FILL LIMITS TEMPORARY EASEMENT EXISTING POWER POLE DRIVEWAY EASEMENT TRANSMISSION POLE SR 8/NORTH AVE - FACING EAST, WEST OF INTERSECTION TYPICAL SECTION 3 SR 8/NORTH AVE - FACING EAST, EAST OF INTERSECTION TYPICAL SECTION 4 SCALE IN FEET 0 40 80 160 NO R T H AV E N W NOT TO SCALE P R O J E C T END P R O J E C T B E G I N L A M B E R T S T TE C H W AY N W NO R T H S I D E D R N W NO R T H AV E N W NO R T H S I D E D R N W EXISTING EASEMENT EXISTING L/A & R/W BOUNDARY ESA - HISTORICAL R/W EXISTING PROPERTY/ E ND P R O J E C T S i d e w a l k 5'-0" 2'-6" G u tt e r C u r b a nd 8'-0" S hou l d e r TYPICAL SECTIONS PIOH DISPLAY NOV. 21, 2019 PI 0015318 FULTON COUNTY NORTHSIDE DRIVE/SR3 AT NORTH AVE/SR8 R E S E A RC H L A B A ND M A TE R I A L S S T R U C T U R A L E N G I N E E R I N G N O R T H AV E NU E A T L AN T A G A S L I GH T ATLANTA K E S L O W C A M E R A CAMOTION CHEVRON CIRCLE K STORE/ A J P A C KA G E BUILDING TE C HNO L OGY P R O C E SS I N G FOOD A N D C L U T C H C O M P A N Y AU T O M O T I V E BR A K E BUILDING COMPANY SP R I NK LE R GRINNELL C O M P A NY B U I L D I N G S OU T H E R N OXYG E N S U PP L Y R A I L R O A D N R ATLANTIC W E S TE R N & B ODY S H O P C I T Y A U T O Preliminary 10/30/2019 11:53:54 AM

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Page 1: NORTHSIDE DRIVE/SR3 AT NORTH AVE/SR8 FULTON ...mydocs.dot.ga.gov/PublicOutreach/0015318/JPG/0015318 PIOH...FULTON COUNTY NORTHSIDE DRIVE/SR3 AT NORTH AVE/SR8 RESEARCH LAB AND MATERIALS

EXIST SIGNAL

TO BE REMOVED

EXIST SIGNAL

TO BE REMOVED

5' SIDEWALK

SIDEWALK7'6"

GEORGIA POWER

EASEMENT

POWER

GEORGIA

EASEMENT

POWER

GEORGIA

EASEMENT

POWER

GEORGIA

EASEMENT

POWER

GEORGIA

EASEMENT

LL 0081

LL 0082

14 008200010852

NORTH AVENUE LLLP

FIVE EIGHT FIVE

14 008200010803

COMPANY

ATLANTA GAS LIGHT

N/F

14 008200010860

TB&P PROPERTIES, LLLP

N/F

14 008200010829

PROP LLC

JOE AND JAMES

14 008200010845

GEORGIA

UNIVERSITY OF

REGENTS OF THE

BOARD OF

N/F

14 008200010761

OF GEORGIA

OF THE UNIVERSITY

BOARD OF REGENTS

N/F 14 0082 LL0169

UNIVERSITY OF GEORGIA

BOARD OF REGENTS OF THE

N/F

14 0082 LL0169

UNIVERSITY OF GEORGIA

BOARD OF REGENTS OF THE

N/F

14 0082 LL0177

GEORGIA

THE UNIVERSITY OF

BOARD OF REGENTS OF

N/F

14 008200021750

VLP 4, LLC

N/F

14 008200010795

CANDLER FOOD LLC 136

N/F

14 008200010969

LLC

PROPERTIES II,

KESLOW

N/F

14 008200010969

LLC

PROPERTIES II,

KESLOW

N/F

14 008200010258

ERVES

CARL AND JOE

14 008200010290

ERVES

CARL AND JOE

14 008200010266

ALONZO ERVES

14 008200010274

CARL ERVES

14 008200010282

ERVES

CARL AND JOE

14 008200010308

ET AL

THELMA MILNER

14 008200010571

ET AL

CARL ERVES

14 008200010563

CARL ERVES

14 008200010555

ET AL

CARL ERVES

14 008200010936

NORTH

BAPTIST CHURCH

OF ANTIOCH

TRUSTEES

14 008200010522

RUCKER

WHITEHEAD

GRACE E.

14 008200010944

NORTH

BAPTIST CHURCH

OF ANTIOCH

TRUSTEES

Georgia Department ofTransportation

BE

GI

N PR

OJECT

Sidewalk

SR 3/NORTHSIDE DR - FACING NORTH, SOUTH OF INTERSECTION

TYPICAL SECTION 1

SR 3/NORTHSIDE DR - FACING NORTH, NORTH OF INTERSECTION

TYPICAL SECTION 2

7'-6"Sidewalk

Sidewalk

SidewalkSidewalk

5'-0"

2'-6"

Gutter

Curb and

8'-0"

Shoulder

0'-11'0"

Varies

10'0"-12'0"

Varies

10'0"-12'0"

Varies

Varies 0'-2'0"Flush Median

11'0"-14'0"

Varies

12'0"-14'0"

Varies

Lane

Right Turn

Proposed

Lane

Right Turn

Proposed

Turn Lane

Travel/Left

Proposed

Lane

Left Turn

Proposed

Lane

Travel

Proposed

Lane

Travel

Proposed

Curb and Gutter

2'-6" 12'0"-18'0"

Varies

12'0"-18'0"

Varies

Curb and Gutter2'-6"

Lane

Left Turn

Proposed

Turn Lane

Travel/Right Proposed

Lane

Travel

Proposed

Existing Pavement

Existing Pavement Existing Pavement

Lane

Travel

Proposed

Lane

Travel

Proposed

Lane

Travel

Proposed

Lane

Travel

Proposed

Lane

Left Turn

Proposed

Lane

Left Turn

Proposed

11'0" 11'0" 11'0" 11'0" 11'0" 11'0"

Varies 0'-6'6"

Flush or Raised Median

Turn Lane

Right

Travel/

Proposed

Existing Pavement Existing Pavement

2'-6"

5'-0" Lane

Travel

Proposed

Lane

Travel

Proposed

Lane

Left Turn

Proposed

Lane

Travel

Proposed

Lane

Travel

Proposed

Lane

Right Turn

Proposed

12'0" 11'0"-12'0"

Varies

11'0"-14'0"

Varies

11'0"-14'0"

Varies

Flush or Raised Median

Varies 1'0"-12'0"

11'0" 11'0"Gutter

Curb and

8'-0"Shoulder

0'-12'0"

Varies

10'0-11'0"

Varies

0'-11'0"

Varies

7'-6"

Gutter

Curb and2'-6"

Shoulder

10'-6"

Shoulder10'-6"

2'-6"

Gutter

Curb and

7'-6"

2'-6"

10'-6"

Shoulder

Gutter

Curb and

LEGEND:

PROPOSED PAVEMENT/RESURFACING

PROPOSED CURB & GUTTER

PROPOSED SIDEWALK/ISLAND

PROPOSED EDGE OF PAVEMENT

PROPOSED CONCRETE ISLAND

PAVEMENT REMOVAL

PROPOSED DRIVEWAY

EXISTING LIGHT POLE

REQUIRED R/W

CUT LIMITS

FILL LIMITS

TEMPORARY EASEMENT

EXISTING POWER POLE

DRIVEWAY EASEMENT

TRANSMISSION POLE

SR 8/NORTH AVE - FACING EAST, WEST OF INTERSECTION

TYPICAL SECTION 3

SR 8/NORTH AVE - FACING EAST, EAST OF INTERSECTION

TYPICAL SECTION 4

SCALE IN FEET

0 40 80 160

NO

RT

H

AVE

NW

NOT TO SCALE

PROJECT

END

PROJECT

BEGIN

LAMBERT ST

TE

CH

WA

Y

NW

NORTHSIDE DR N

W

NO

RT

H

AVE

NW

NORTHSIDE DR NW

EXISTING EASEMENT

EXISTING L/A & R/W

BOUNDARY

ESA - HISTORICAL

R/W

EXISTING PROPERTY/

END PROJECT

Sidewalk

5'-0"

2'-6"

Gutter

Curb and

8'-0"

Shoulder

TYPICAL SECTIONS

PIOH DISPLAY NOV. 21, 2019PI 0015318

FULTON COUNTY NORTHSIDE DRIVE/SR3 AT NORTH AVE/SR8

RESEARCH LAB

AND MATERIALS

STRUCTURAL ENGINEERING

NORTH AVENUE

ATLANTA GAS LIGHT

ATLANTA

KESLOW CAMERA

CAMOTION

CHEVRONCIRCLE K

STORE/

AJ PACKAGE

BUILDING

TECHNOLOGY

PROCESSING

FOOD

AND CLUTCH COMPANY

AUTOMOTIVE BRAKE

BUILDING

COMPANY

SPRINKLER

GRINNELL

COMPANY BUILDING

SOUTHERN OXYGEN SUPPLY

RAILROAD NR

ATLANTIC

WESTERN &

BODY SHOP

CITY AUTO

Preliminary10/30/2019 11:53:54 AM

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Outline - sr3.t.u-tokyo.ac.jp

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Auction House Of The Year 2016! - ... · PDF file104 Garside Grove, Peterlee, Durham, SR8 2QB £104,950 74 George Avenue, Easington, Peterlee, Durham, SR8 3NG £43,000

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Applied Petrography Group Special Report : SR3 …appliedpetrographygroup.com/files/SR3_Part1_Aggregate_Terminology.pdfApplied Petrography Group Special Report : SR3 Part 1 ... Aggregate

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Ecc6 sr3 ora_win_instguide

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Acacia Avenue, Horden Village, County Durham, SR8 4HF ... › realcubemedia...Oct 27, 2018  · Acacia Avenue Horden Village, County Durham, SR8 4HF accompanied with a double glazed

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SAMA S · 2016. 12. 16. · SARA3C SR3 4X5.650 Filter Pouch COD. SR3C SARA3B SR3 4X4 Filter Pouch COD. SR3B SARA3D SR3 6X6 Filter Pouch COD. SR3D main features Model Tipe SARA 2 Dimensions:

Security Center Release Notes 5.1 SR3 SP8 - Genetecdownloads.genetec.com/Fixes/SecurityCenter/5.1/SR3/... · Security Center Release Notes 5.1 SR3 Service Pack 8 Click here for the

Sr8 cm3 eq2-sistema operativo unix

SR3 360 ONLINE MAN

Sap Erp 6.0 Sr3 Abap

Polden Close, Peterlee, County Durham, SR8 2LQ Asking ......Peterlee, County Durham, SR8 2LQ spindle staircase twisting to the first floor BEAUTIFULLY REFURBISHED SUPERIOR FAMILY

Sr8 cm3 eq2-sistema de archivos v7.unix

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