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Attachment 5 – Plans and Specifications

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PLANS COMPLETED: 09/24/25

REVISIONS

0.6833

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PLAN AND PROFILE OF PROPOSED

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF PROJECT

LENGTH OF PROJECT

139 No.

COUNTY

100% IN CONG. DIST. NO.09.

HALL COUNTY AND IS

THIS PROJECT IS 100% IN

OF 1988.

AMERICAN VERTICAL DATUM (NAVD)

1983)/94 WEST ZONE, AND THE NORTH

COORDINATE SYSTEM OF 1984 (NAD

USING THE HORIZONTAL GEORGIA

THIS PROJECT HAS BEEN PREPARED

18095.001

PROJECT NO.

BY:

PLANS PREPARED

HALL COUNTY

DEPARTMENT OF PUBLIC WORKS

01-0001

LOCATION SKETCH

WHITE SULPHUR ROAD PHASE II

PROJECT LOCATION

SUBSECTIONS 102.04.102.05 AND 104.03 OF THE SPECIFICATIONS

OF PUBLIC WORKS IN ANY WAY. THE ATTENTION OF BIDDER IS SPECIFICALLY DIRECTED TO

SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND THE DEPARTMENT

FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE

INDICATED THEREBY. WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON

THE DATA TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS OR IN ANYWAY

https://mydocs.dot.ga.gov/info/gdotpubs/ConstructionStandardsAndDetails/00-2025%20CSD%20BOOK_00-2025.pdf

WHICH THERE IS A CONFLICT.

CONSTRUCTIONS STANDARDS AND DETAILS BOOK WHICH THEY REVISE OR IN

ANY REVISIONS CONTAINED WITHIN THIS PLAN SET SUPERSEDE THE 2025

AVAILABLE AT:

ATTACHED APPLICABLE REVISIONS. THE 2025 CONSTRUCTION STANDARDS AND DETAILS BOOK IS

DEPARTMENT OF TRANSPORTATION 2025 CONSTRUCTION STANDARDS AND DETAILS BOOK AND

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE HALL COUNTY AND GEORGIA

STA 214+00.00

LIMIT OF CONSTRUCTION

STA 201+50.00

LIMIT OF CONSTRUCTION

N.T.S

DESIGN SPEED: 35 MPH

LOCAL ROAD

FUNCTIONAL CLASS:

11/05/2020

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9/24/2025 GPLOT-ORD

gplotborder-ORD.tbl

18095.001_01.dgn

CONCOV

PROJECT NO.

18095.001

DRAWING No.

CONCOV-CE

REYNOLDS-HEMMER

N/F

TRUSTEE

ANN BROWN

N/F

C PUCKETT

PATRICIA

N/F

REYNOLDS-HEMMER

N/F

E N

T E

R P

R I S

E

R A

V

IO

N

N

R

Y N

O L

D S

-H E

M M

N

Y N

O L

D S

-H E

M M

REYNOLDS-HEMMER

N/F

CORPORATION

QUICKTRIP

N/F

CORPORATION

QUICKTRIP

N/F

REYNOLDS-HEMMER

N/F

CHURCH

AIRLINE BAPTIST

N/F

BUSKER ENTERPRISES LLC

N/F

DEVELOPMENT

GAINESVILLE & HALL CO

N/F

GA PORTS AUTHORITY

N/F

COLEY

GAINES

CLARA

N/F

COLEY TRUST

WILEY HEYWARD

N/F

D E

V E

L O

P M

E N

T

H

A L

L C

O

G A

I N

E S

V I L

L

COLEY

W.H.

N/F

CHURCH

AIRLINE BAPTIST

N/F

S M

A L

L W

O O

D

M A

R Y

770.263.5945 Duluth, Georgia 30096

Suite 100 2450 Commerce Avenue

135+00

0+0

E: 2418045.458

N: 1584783.726

WHITE SULPHUR ROAD

STA 140+00.00

HALL COUNTY

18095.001

BEGIN PROJECT

E: 2419859.918

N: 1581938.658

WHITE SULPHUR ROAD

STA 176+08.00

HALL COUNTY

18095.001

END PROJECT

N

E

S16°30'21.0"E

E: 2419639.208

N: 1582551.374

STA 209+80.96 SR365

STA 169+56.45 WHITE SULPHUR ROAD

HALL COUNTY

18095.001

500 1000

SCALE IN FEET

0 250

PL

PL

PL

PL

PL

PL

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P L

P L

PL

P L

P L

P L

PL

P L

PL

PL

PL

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PL

PL

PL

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PL

PL

PL

200+00.00

205+00.00

STREAM BUFFER

ESA 25'

210+00.00

Christopher.Casey C.Andy Casey_PE Stamp

DRAWING NO. DESCRIPTION DESCRIPTIONDRAWING NO.

Duluth, Georgia 30096

Suite 100 2450 Commerce Avenue

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

10/10/2025

Jay.Guisasola

GPLOT-ORD

gplotborder-ORD.tbl

18095.001_02.dgn

1:15:02 PM

GPLN-CE

02-0001

WHITE SULPHUR ROAD AT SR 365

WIDENING AND INTERSECTION IMPROVEMENT

18095.001

INDEX

REVISION SUMMARY

WIDENING AND INTERSECTION IMPROVEMENT

18095.001

DATE DRAWING NO. REVISION DATE DRAWING NO. REVISION

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

9/23/2025

Leela.Mandala

GPLOT-ORD

18095.001_03.dgn

9:37:53 AM

03-0001

SPECIFICATION AND SUPPLEMENTS THERETO FOR ADDITIONAL INFORMATION.

A PERMITTED INERT WASTE LANDFILL, OR IN AN ENGINEERED FILL. SEE SECTION 201 OF THE STANDARD

OUTSIDE THE PROJECT RIGHT OF WAY SHALL BE PLACED IN EITHER A PERMITTED SOLID WASTE FACILITY, CONSTRUCTION ACTIVITIES OCCURRING IN THEM. ALL COMMON FILL OR EXCESS MATERIAL DISPOSED

2. ALL BORROW AND WASTE SITES FOR THIS PROJECT SHALL BE ENVIRONMENTALLY APPROVED PRIOR TO

IS REQUIRED FOR THIS PROJECT. THE DISTURBED AREA IS 17.89 ACRES. 1. A N.O.I.

COST TO THE DEPARTMENT.

IN GA. SPECIFICATION 201 TO DISPOSE OF EXISTING CONSTRUCTION DEBRIS AT NO ADDITIONAL

PROJECT'S LIMITS. THE CONTRACTOR SHALL PROVIDE AN ENVIRONMENTALLY APPROVED SITE AS SHOWN

5. THERE IS NO KNOWN SUITABLE PLACE TO BURY EXISTING CONSTRUCTION DEBRIS WITHIN THE

(URBAN SHOULDER) CONC VALLEY GUTTER, 8 IN.

GRADED AGGREGATE BASE, 6"

CONCRETE - DRIVEWAY CONCRETE, 8 IN THICK

GRADED AGGREGATE BASE, 6".

INCL BITUM MATL & H LIME

220 LB/SY RECYCLED ASPHALT CONC, 19 MM SUPERPAVE, GP 1 OR 2,

ASPHALT 165 LB/SY RECYCLED ASPHALT CONC, 12.5 MM SUPERPAVE, GP 1 OR 2

COMMERCIAL:

(URBAN SHOULDER) CONC VALLEY GUTTER, 6 IN.

CONCRETE - DRIVEWAY CONCRETE, 6 IN THICK,

GRADED AGGREGATE BASE, 6".

ASPHALT 165 LB/SY RECYCLED ASPHALT CONC, 12.5 MM SUPERPAVE, GP 1 OR 2

RESIDENTIAL:

AND/OR NUMBER OF DRIVES TO BE CONSTRUCTED. DRIVES SHALL BE CONSTRUCTED USING:

OBTAIN THE APPROVAL FROM THE ENGINEER PRIOR TO MAKING ANY REVISIONS TO LOCATION, WIDTH, THE LOCATION OF EXISTING DRIVEWAYS AT THE TIE IN POINT, IF APPLICABLE. THE CONTRACTOR SHALL

ARE SHOWN FROM THE BEST AVAILABLE DATA; THE CONTRACTOR SHALL CONSTRUCT DRIVEWAYS TO MATCH

SHALL BE 24 FEET WIDE UNLESS NOTED OTHERWISE IN THE PLANS. EXISTING DRIVEWAY LOCATIONS

BE 14 FEET WIDE AT THE THROAT UNLESS NOTED OTHERWISE IN THE PLANS. COMMERCIAL DRIVES

CONCRETE FOR CONCRETE AND ASPHALT FOR EARTH / GRAVEL DRIVES. RESIDENTIAL DRIVES SHALL

THE PLANS. ALL OTHER DRIVEWAYS SHALL BE REPLACED AS FOLLOWS: ASPHALT FOR ASPHALT, ALL DRIVEWAYS OVER 11% IN GRADE SHALL BE PAVED WITH CONCRETE UNLESS OTHERWISE NOTED IN

REQUIRED RIGHT OF WAY, WHICHEVER IS GREATER UNLESS OTHERWISE NOTED IN THE PLANS.

. ALL DRIVEWAYS THAT ARE TO BE RECONSTRUCTED WILL BE PAVED BACK TO THE TIE IN POINT OR

THE COST FOR ADA RAMPS SHALL BE INCLUDED IN THE PRICE BID FOR 8 INCH CONCRETE SIDEWALK

4. ALL ADA RAMPS AND SIDEWALKS WITHIN RADII ARE TO BE CONSTRUCTED WITH 8 INCH CONCRETE.

6. THE METHOD OF UTILITY LOCATION ON THIS PROJECT WAS SUE INVESTIGATION.

TELECOMCROWN CASTLE

TELECOMNORTH GA NETWORK

TELECOMLUMEN

ELECTRICJACKSON EMC

SEWERHALL COUNTY SEWER

WATERCITY OF GAINESVILLE

ELECTRICGA POWER

CATVCOMCAST

TELECOMWINDSTREAM

CATVCHARTER

TELECOMATT

GASAGL

SERVICEUTILITY OWNER

GENERAL NOTES

FLOWABLE FILL AND PLUGGED UNLESS OTHERWISE NOTED ON THE PLANS.

7. ALL EXISTING STORM DRAINS WITHIN CONSTRUCTION LIMITS ARE TO BE REMOVED OR FILLED WITH

LIMITS OF DISTURBANCE THAT WILL BE REMOVED OR DESTROYED TO ALLOW FOR CONSTRUCTION.

REMAIN IN RIGHT OF WAY. THIS DOES NOT APPLY TO TREES WITHIN THE CONSTRUCTION LIMITS OR

BASINS, TRAILER PLACEMENT, ETC.) OCCUR UNDER THE DRIP LINE OF DESIRED TREES THAT WILL

STAGING, EASEMENT, CONSTRUCTION, VEHICULAR USE, BORROW OR WASTE ACTIVITIES, SEDIMENT

8. THE CONTRACTOR SHALL ENSURE THAT NO CONSTRUCTION-RELATED ACTIVITIES (SUCH AS THE USE OF

IN THE OVERALL BID PRICE FOR GRADING COMPLETE.

THE PROJECT LIMITS ARE TO BE REMOVED. PAYMENT FOR ALL PIPE REMOVALS SHALL BE INCLUDED

9. UNLESS NOTED TO BE RETAINED. ALL EXISTING STROM DRAIN PIPES AND END TREATMENTS WITHIN

THE PROJECT CONSTRUCTION.

10. ACCESS TO ALL SIDEROADS AND DRIVEWAYS SHALL BE MAINTAINED THROUGHOUT THE DURATION OF

11. THIS PROJECT DOES NOT HAVE POST CONSTRUCTION STROMWATER BMPs.

12. COMPACTION REQUIREMENTS OF HALL COUNTY'S STANDARDS AND SPECIFICATIONS MUST BE MET.

13. SHARED-USE PATH SHALL BE CONSTRUCTED USING 6" GAB AND 6" THICK CONCRETE.

14. COST FOR PAVEMENT REMOVAL SHALL BE INCLUDED IN GRADING COMPLETE.

DATED:6/21/2024

CONSULTANTS

BY:ATLAS TECHNICAL

15. ALL PROPOSED RETAINING WALLS SHALL BE ASHLAR FINISH.

RELOCATED BY OTHERS.

16. PARCELS 11 & 12 - ALL EXISTING SIGNS AND LIGHT POLES WILL BE REMOVED AND

3.

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.

11/05/2020

REVISION DATES

10/21/2025

Jay.Guisasola

GPLOT-ORD

18095.001_04.dgn

8:46:31 AM

04-0001

GENERAL NOTES

Duluth, Georgia 30096

INCH DIAMETER, DRILLED OR PUNCHED, AS SHOWN ON THE SIGN PLATE DETAILS.

WIDTH FROM THE EDGE OF THE SIGN. SIGN PLATE BOLT HOLES SHALL BE ⅜

THE SIGN. THE CENTERLINE OF EACH POST SHALL BE INSET 1/6TH OF THE SIGN

WITH THE BACK OF THE SIGN WITH ONE EACH ACROSS THE TOP AND BOTTOM OF

SIGN) ALUMINUM OR GALVANIZED STEEL STRAPS. THE STRAPS SHALL BE FLUSH

SHALL BE MOUNTED ON TWO POSTS WITH 2 EACH 2 INCH x ½ INCH x (WIDTH OF

5. SINGLE PLATE, HORIZONTAL RECTANGULAR SIGNS OVER 48 INCHES IN WIDTH

UNSTIPULATED DISTANCE BEHIND GUARDRAIL.

4c. WHEN GUARDRAIL IS PRESENT OR BEING PROPOSED, SIGNS SHALL BE POSTED AN

BE AT LEAST 2 FEET FROM THE CURB FACE TO THE NEARER EDGE OF THE SIGN(S).

GREATER. THE HORIZONTAL CLEARANCE IN NON-MOUNTABLE CURB SECTIONS SHALL

NORMAL EDGE OF PAVEMENT TO THE NEARER EDGE OF THE SIGN(S), WHICHEVER IS

SHALL BE 6 FEET FROM THE EDGE OF THE PAVED SHOULDER OR 12 FEET FROM THE

4b. HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS ON ALL OTHER ROADWAYS

NORMAL EDGE OF PAVED SHOULDER, OR EDGE OF GRADED SHOULDER WHEN PRESENT.

CLEARANCE FOR STANDARD HIGHWAY SIGNS ON RAMPS SHALL BE 2 FEET FROM THE

THE SIGN(S), UNLESS SPECIFIED OTHERWISE IN THE PLANS. HORIZONTAL

SHALL BE 32 FEET FROM THE NORMAL EDGE OF PAVEMENT TO THE NEARER EDGE OF

4a. HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS ON INTERSTATE HIGHWAYS

THE BOTTOM OF THE SIGN OR ASSEMBLY.

ERECTED AT A HEIGHT OF 3 TO 4 FEET ABOVE THE NORMAL EDGE OF PAVEMENT TO

3b. RS-1 ' DO NOT ENTER' SIGNS ALONG FREEWAY OR INTERSTATE EXIT RAMPS SHALL BE

SHALL BE ERECTED AT A HEIGHT OF 7 FEET ABOVE THE SIDEWALK.

THE SIGN OR ASSEMBLY. IF SIDEWALK IS PROPOSED OR EXISTING, THE SIGNS

A HEIGHT OF 7 FEET ABOVE THE NORMAL EDGE OF PAVEMENT TO THE BOTTOM OF

3a. ALL STANDARD HIGHWAY SIGNS EXCEPT AS PROVIDED IN *3B SHALL BE ERECTED AT

OPERATIONS.

PROJECT ENGINEER WITHOUT PRIOR APPROVAL FROM THE OFFICE OF TRAFFIC

EDITION. NO SIGN LOCATION SHALL BE CHANGED BY THE CONTRACTOR OR BY THE

SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT

FIELD CONDITIONS WHERE NECESSARY, BUT SHALL BE WITHIN THE LIMITATIONS

2. SIGN ERECTION STATIONS ARE APPROXIMATE AND MAY BE ADJUSTED TO MEET

SUPPLEMENTAL SPECIFICATIONS, AND/OR SPECIAL PROVISIONS.

TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND THE GEORGIA SPECIFICATIONS,

ACCORDANCE WITH THE DETAILS SHOWN IN THE PLANS, THE MANUAL ON UNIFORM

1. ALL STANDARD HIGHWAY SIGNS SHALL BE FABRICATED AND ERECTED IN

OR ARE CONTRARY TO THESE SIGN PLANS.

ENGINEER, BE REQUIRED TO REMOVE ANY EXISTING SIGNS THAT ARE DUPLICATED

17. THE CONTRACTOR WILL, AS REQUESTED BY THE DISTRICT TRAFFIC OPERATIONS

BE SHOWN ON ALL R552-1 (LIMITED ACCESS) SIGNS IN THIS PROJECT, IF ANY.

16. REFER TO PLAN SHEETS FOR LOCATION OF THE DISTRICT ENGINEERS OFFICE TO

MISCELLANEOUS SIGNS.

15. FOR DETAILS OF SPECIAL DESIGN HIGHWAY SIGNS, SEE DETAILS OF

UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION, FOR DETAILS.

OR SPUR SHALL USE 4 INCH SERIES "D" LETTERS. REFER TO THE MANUAL ON

14. ALL INTERSTATE, U.S., AND GEORGIA SHIELDS REQUIRING ALT, BUS, CONN, LOOP,

PUNCHED, SHALL BE REQUIRED TO PROPERLY MOUNT THE ASSEMBLY.

ON THE POST(S), ADDITIONAL⅜INCH DIAMETER HOLE(S), DRILLED OR

13. WHERE SIGNS WITHIN AN ASSEMBLY EXTEND BELOW THE STANDARD MOUNTING HOLES

WITHIN AN ASSEMBLY.

12. A ½ INCH MINIMUM AIR SPACE SHALL BE REQUIRED BETWEEN ALL SIGN PLATES

SIGNING SHALL HAVE TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING.

PORTION OF THE S5-1) SIGNS. ALL REGULATORY SIGNS WITHIN THE SCHOOL ZONE

SHALL BE USED FOR SCHOOL ZONE (S1-1, S2-1, S3-1, S4-3, AND THE TOP

11. TYPE 11 (VERY HIGH INTENSITY) FLUORESCENT YELLOW GREEN REFLECTIVE SHEETING

BE USED FOR ALL WARNING SIGNS.

10. TYPE 11 (VERY HIGH INTENSITY) FLUORESCENT YELLOW REFLECTIVE SHEETING SHALL

RED SERIES SIGNS (R1-1, R1-2, R1-3P, R5-1, R5-1A, R5-1B).

9. TYPE 11 (VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR ALL

OR CLASS 2 ADHESIVE BACKING IS PERMISSIBLE.

AS SPECIFIED BELOW OR SPECIFIED OTHERWISE IN THE PLANS. EITHER CLASS 1

ALL STANDARD HIGHWAY SIGNS REQUIRING REFLECTORIZED BACKGROUNDS EXCEPT

8. TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR

TYPICAL FRAMING DETAILS.

FRAMES. FOR DETAILS AND STRAP SPECIFICATIONS REFER TO SIGN ASSEMBLY-

7. SIGN ASSEMBLIES SHALL BE MOUNTED ON ALUMINUM OR GALVANIZED STEEL STRAP

IN THE CENTER OF THE SIGN AND FLUSH WITH THE BACK OF THE SIGN.

½ INCH x (WIDTH OF SIGN) ALUMINUM OR GALVANIZED STEEL STRAP LOCATED

6. EACH 42 OR 48 INCH WIDE x 18 OR 24 INCH HIGH SIGN REQUIRES ONE 2 INCH x

GENERAL NOTES - STANDARD SIGNS

770.263.5945 Duluth, Georgia 30096

Suite 100 2450 Commerce Avenue

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.

11/05/2020

REVISION DATES

9/23/2025

Leela.Mandala

GPLOT-ORD

9:42:13 AM

04-0002

Suite 100 2450 Commerce Avenue

TRAFFIC SIGNAL GENERAL NOTES

CABLE TO THE POLES UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

UTILITY TIMBER POLES WHEN ATTACHING SPAN WIRE OR INTERCONNECT

6. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL NEW GUYS ON EXISTING

SIGNAL OPERATION TO BE INOPERABLE.

EQUIPMENT. AT NO TIME SHALL THE CONTRACTOR CAUSE ANY PART OF THE

DURING THE INTERIM PERIOD THROUGH INSTALLATION OF NEW SIGNAL

TEMPORARY SUPPORT POLE LOCATIONS(S) REQUIRED BY THE PROJECT

TRAFFIC SIGNAL AND/OR CONTROL SYSTEM ADJUSTMENTS, INCLUDING

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

5. THE CONTRACTOR SHALL MAINTAIN EXISTING TRAFFIC SIGNALS DURING

SHOWN ON THE PLANS.

MAINTAINED. PLACEMENT OF THE SIGNAL HEADS SHALL BE RETAINED AS

UTILITIES. MINIMUM CLEARANCES FROM EDGE OF PAVEMENT SHALL BE

LOCATION OF NEW SIGNAL POLES, ARE ACCEPTABLE TO AVOID UNDERGROUND

OF THE ENGINEER, MINOR SHIFTS, (UP TO A MAXIMUM OF 5 FEET), IN

NEW TRAFFIC SIGNAL POLES PRIOR TO ORDERING. AT THE DISCRETION

4. THE CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES IN VICINITY OF

CONTROL CABINET.

DETAIL SHEET, DETECTORS SHALL HAVE SEPARATE LEAD-INS TO THE

3. SHIELDED CABLE WILL BE USED FOR DETECTOR RUNS AS SHOWN ON THE

BETWEEN CENTERS OF SIGNAL FACES.

ROAD SURFACE AND A MINIMUM OF 8 FEET MEASURED HORIZONTALLY

MORE THAN 19 FEET CLEARANCE FROM BOTTOM OF SIGNAL HEADS TO TOP OF

2. SIGNAL HEADS SHALL BE ERECTED TO PROVIDE AT LEAST 17 FEET BUT NO

DEVICES CURRENT EDITION.

APPROPRIATE PARTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL

1. THE COMPLETE SIGNAL INSTALLATION SHALL CONFORM TO ALL

RAMPS SHALL BE INCLUDED IN THE SIDEWALK PAY ITEM.

13. SAWCUTS AND REMOVAL OF ALL CONCRETE ASSOCIATED WITH CURB CUT

EXISTING UTILITIES.

REQUIRED SIGNAL HEAD MOUNTING HEIGHTS AND CLEARANCE FROM

HEIGHTS SHALL BE FIELD DETERMINED BY INSTALLER TO PROVIDE

PROVIDED AS GENERAL GUIDELINES TO INSTALLER, ACTUAL ATTACHMENT

12. PROPOSED SIGNAL SUPPORT WIRE ATTACHMENT HEIGHTS ON POLES ARE

AT CENTRAL SITES. NOTED PRIOR TO FINAL ACCEPTANCE.

GEORGIA 30316. NETWORK ABILITIES DEMONSTRATION IS REQURED

ARE LOCATED AT 935 EAST CONFEDERATE AVENUE BLDG. 24 ATLANTA,

MONITORING, PER THE DISTRICT SIGNAL ENGINEER. CENTRAL COMUPTERS

NETWORKS FROM EXISTING CENTRAL COMPUTERS OR VIA "CLOSED LOOP"

11. THE INSTALLATIONS SHALL BE CAPABLE OF MONITORING OVER ETHERNET

OUTLINED IN THE DOT SPECIFICATION.

INSTALLATION WORK. THE CONTRACTOR SHALL FOLLOW PROCEDURES

10. MATERIAL CERTIFICATION IS REQUIRED PRIOR TO BEGINNING ANY SIGNAL

POLE AND MAST ARM POLE FOUNDATION SHEET.

9. FOR STRAIN POLE FOUNDATION SIZE AND REINFORCEMENT, SEE STRAIN

OF TUCKER. CONTACT THE CITY SIGNAL ENGINEER AT (678)597-9040.

BY THE CONTRACTOR TO THE DEPARTMENT OF PUBLIC WORKS OF THE CITY

8. WHEN REMOVED, EXISTING EQUIPMENT SHALL BE DELIVERED AND UNLOADED

TRAFFIC ENGINEER PRIOR TO FINAL ACCEPTANCE.

7. INSTALLATION IS TO BE CHECKED AND ACCEPTED BY THE DISTRICT

CITY OF TUCKER (THE MAINTAINING AGENCY)

CONTRACTOR WILL COMPLETE A TRANSFER OF UTILITY COST TO

OPERATION, FOR 30 DAYS. UPON COMPLETION OF THE TEST PERIOD, THE

SATISFACTORILY COMPLETED A TEST PERIOD OF UNINTERRUPTED

SUPPORT DEVICES, UNTIL THE NEW TRAFFIC SIGNAL INSTALLTION HAS

COMMUNICATION SERVICE TO THE TRAFFIC SIGNAL INSTALLATION AND

16. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL MONTHLY POWER AND

PAYMENT FOR INSTALLATION.

TRAFFIC SIGNAL INSTALLATION IF THE RESPECTIVE UTILITY REQUIRES

CONTRACTOR TO INCLUDE AS PART OF THEIR BID PRICE, FOR THAT

FOR TRAFFIC SIGNAL EQUIPMENT, IT IS THE RESPONSIBLITY OF THE

CAMERAS ON THIS PROJECT. IF A UTILITY TRANSFORMER IS REQUIRED

SERVICES FOR TRAFFIC SIGNAL, VIDEO DETECTION SYSTEMS AND/OR CCTV

MODIFYING EXISTING AND ESTABLISHING NEW POWER AND COMMUNICATIONS

15. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL FEES ASSOCIATED WITH

DUE TO CONTRACTOR'S ACTIVITY.

MASONRY WALLS AND PAVING THAT IS REMOVED, DAMAGED OR DESTROYED,

LANDSCAPING, GRASSINGS, UTILITY SERVICE LINES, STORM DRAIN PIPES,

CURBING, SIDEWALK, GUTTER, SLOPE PAVEMENT, SIGNS, GUARDRAILS,

EXPENSE TO THE DEPARTMENT, ANY BARRIER WALL, FENCE, DITCH PAVING,

14. THE CONTRACTOR SHALL REPLACE IN KIND AND SIZE, AT NO SEPARATE

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.

11/05/2020

REVISION DATES

9/23/2025

Leela.Mandala

GPLOT-ORD

9:42:39 AM

04-0003

GADOT

PAULDING

PONTIAC

GADOT

PAULDING

PONTIAC

GADOT

PAULDING

PONTIAC

18095.001

VARIESVARIES

16'-0"

2%

8'-0"

2'-0"

11'-0"

Travel LaneTravel Lane

2'-6"

6"

Shoulder

STA 141+83.07 TO STA 148+49.13

TYPICAL SECTION #2

WHITE SULPHUR ROAD

11'-0"

Travel Lane

Profile Grade 6"

11'-0"

CL

Varies 11'-0" to 0'-0"

Profile Grade

CL

VARIESVARIES2%

10'-0"

2'-6"

Travel Lane

6"

Shoulder

2:1 MAX

2:

MAX Existing Lane

Widening

Existing Lane

16'-0"

2%

8'-0"

2'-0"

2'-6"

Shared use Path

ShoulderTravel Lane

11'-0"

Travel Lane

11'-0"

7'-6"

2:1 MAX

2:

MAX

2%

2:1 MAX

2:

MAX

10'-0"

Shoulder

A

B

C

D

E

2:1 MAX

2:

MAX

Shared use Path

A

B

C

D

STA 141+50.00 TO STA 141+83.07

TYPICAL SECTION #1

WHITE SULPHUR ROAD

2'-6"

7'-6"

EE E

3. SEE ROADWAY PLANS FOR PLACEMENT OF SHARED USE PATH AND SIDEWALKS

2. SEE ROADWAY PLANS FOR SUPERELEVATION RATES AND TRANSITIONS

1. SEE ROADWAY PLANS FOR LOCATION OF CURB AND GUTTER

NOTES:

A

B

C

D

A

CL

VARIESVARIES

12'-0"

2%

5'-0"

2'-0"

11'-0" 11'-0"

2'-6"

Travel LaneTravel Lane

2'-6"

6"

Sidewalk

Shoulder

11'-0"

Travel Lane

Profile Grade

6" A

B

C

D

GA

B

C

D

STA 148+49.13 TO STA 161+54.73

TYPICAL SECTION #3

WHITE SULPHUR ROAD

2:1 MAX

2:

MAX

2%

10'-0"

Shoulder

2:1 MAX

2:

MAX

7'-6"

E

H

E

VARIESVARIES

11'-0" 0'-0" TO 11'-0"

Varies

Travel LaneTravel Lane

11'-0"

Travel Lane

Profile Grade

Travel Lane

11'-0"

Travel Lane

11'-0"

STA 161+54.73 TO STA 164+60.69

TYPICAL SECTION #4

WHITE SULPHUR ROAD

A

B

C

D

2'-6"

6"

2%

10'-0"

Shoulder

2:1 MAX

2:

MAX

7'-6"

E

10'-0"

2%

5'-0"

2'-6"

Sidewalk

Shoulder

6" G

2:1 MAX

2:

MAX

E

A

B

C

D

C L

B

C

A

H

G

E

F

D

RECYCLED ASPH CONC 12.5 mm SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME (165 LBS/SY)

RECYCLED ASPH CONC 19 mm SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (330 LBS/SY)

RECYCLED ASPH CONC 25 mm SUPERPAVE, GP 1 OR 2, INCL BITUM MATL 7 H LIME (660 LBS/SY)

12" GRADDED AGGREGATE BASE COURSE

GDOT STD 9032 B CONCRETE CURB AND GUTTER, TYPE 2, 8"X30"

6" CONC SHARED USE PATH

CONCRETE SIDEWALK, 4" (SEE GDOT CONST DETAIL A-1 TO A-4)

SOD

6" GRADDED AGGREGATE BASE COURSEJ

RECYCLED ASPH CONC 19 mm SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (220 LBS/SY)I

F J

H

(SEE NOTE #2)(SEE NOTE #2)

(SEE NOTE #2) (SEE NOTE #2)

F J

H

MILL ASP CONC PVMT, 1.5 IN DEPTHK

18" PAVEMENT REINFORCEMENT FABRICL

P-7 SAFETY EDGE TREATMENT (SEE GA. CONSTR. DETAIL #)M

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.

11/05/2020

REVISION DATES

9/23/2025

Leela.Mandala

GPLOT-ORD

18095.001_05.dgn

9:47:51 AM

05-0001

TYPICAL SECTIONS

Duluth, Georgia 30096

Suite 100

NOT TO SCALE

PONTIAC

GADOT

PAULDING

PONTIAC

GADOT

PAULDING

PONTIAC

18095.001

NOTES:

1. SEE ROADWAY PLANS FOR LOCATION OF CURB AND GUTTER

2. SEE ROADWAY PLANS FOR SUPERELEVATION RATES AND TRANSITIONS

3. SEE ROADWAY PLANS FOR PLACEMENT OF SHARED USE PATH AND SIDEWALKS

VARIESVARIES

VAR.11'-0" TO 15'-0" 11'-0"

Travel LaneTravel Lane Travel Lane

Profile Grade

Travel Lane

11'-0"

Travel Lane

11'-0"

Turn Lane

11'-0"

STA 164+60.69 TO STA 169+00.00

TYPICAL SECTION #5

WHITE SULPHUR ROAD

A

B

C

D

2'-6"

6"

2%

10'-0"

Shoulder

2:1 MAX

2:

MAX

7'-6"

E

4:1

6%

4'-0"6'-0"

2'-0"

10'-0"

2:

MAX

10'-0"

2%

5'-0"

2'-6"

Sidewalk

Shoulder

6" G

2:1 MAX

2:

MAX

E

A

B

C

D

C L

4:1

Profile Grade

11'-0"

Shoulder

6'-0"

VARIESVARIES

STA 170+29.17 TO STA 171+32.60

TYPICAL SECTION #6

WHITE SULPHUR ROAD

A

B

C

D

CL

6'-0"

Shoulder

4:1

A

B

C

D

11'-0"

Travel Lane

EXISTING LANE EXISTING LANE4:1

Profile Grade

0'-0" TO 2'-6"

Varies

6'-0"

VARIESVARIES

STA 171+32.60 TO STA 175+58.00

TYPICAL SECTION #7

WHITE SULPHUR ROAD

A

B

C

D

A

CL

6'-0"

0'-0" TO 2'-6"

VARIES

A

B

C

D

4:1

11'-0" 11'-0"

Travel Lane Travel Lane

0'-0" TO 11'-0"1

Varies

STA 165+49.05 TO STA 169+00.00

2'-6" TO 6'-6"

Varies

6'-6"

Shoulder Travel Lane Travel Lane

0'-0" TO 11'-0"1

Varies

Travel Lane

0'-0" TO 11'-0"1

Varies

B

C

A

H

G

E

F

D

RECYCLED ASPH CONC 12.5 mm SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME (165 LBS/SY)

RECYCLED ASPH CONC 19 mm SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (330 LBS/SY)

RECYCLED ASPH CONC 25 mm SUPERPAVE, GP 1 OR 2, INCL BITUM MATL 7 H LIME (660 LBS/SY)

12" GRADDED AGGREGATE BASE COURSE

GDOT STD 9032 B CONCRETE CURB AND GUTTER, TYPE 2, 8"X30"

6" CONC SHARED USE PATH

CONCRETE SIDEWALK, 4" (SEE GDOT CONST DETAIL A-1 TO A-4)

SOD

6" GRADDED AGGREGATE BASE COURSEJ

RECYCLED ASPH CONC 19 mm SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (220 LBS/SY)I

A

B

C

D

VAR.11'-0" TO 15'-0"

(SEE NOTE #2)(SEE NOTE #2)

(SEE NOTE #2)

M MM M

M

MILL ASP CONC PVMT, 1.5 IN DEPTHK

18" PAVEMENT REINFORCEMENT FABRICL

P-7 SAFETY EDGE TREATMENT (SEE GA. CONSTR. DETAIL #)M

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.

11/05/2020

REVISION DATES

9/23/2025

Leela.Mandala

GPLOT-ORD

9:48:09 AM

05-0002

WIDENING AND INTERCTION IMPROVEMENT

Duluth, Georgia 30096

Suite 100

PONTIAC

770.263.5945 Duluth, Georgia 30096

Suite 100 2450 Commerce Avenue

CL

64'-0"

2'-0"

2%

LEFT TURN LANE

12'-0"

2'-0"

Travel LaneTravel Lane

12'-0"12'-0"

24'-0"

GORE

VARIES 0'-0" TO 14'-0"

LEFT TURN LANE

12'-0"

TRAVEL LANE

12'-0"

TRAVEL LANE

12'-0"

RIGHT TURN LANE

12'-0"

EXISTING LANES

A

B

C

D

TO BE RETAINED

EXIST. GORE

TO BE RETAINED

EXIST. CONCRETE

TO BE RETAINED

ASPHALT TURN LANE

EXISTING

TO BE RETAINED

EXIST. CONCRETE

TO BE RETAINED

ASPHALT PAVED SHLDR.

EXISTING LANES

INTERSECTION MILLING AREA

* SEE MILLING & INLAY DETAIL FOR

STA 201+52.92 TO STA 209+27.64

TYPICAL SECTION #8

SR 365/CORNELIA HWY

GRASS MEDIAN

22'-0"

RECYCLED ASPH CONC 12.5 mm SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME (165 LBS/SY)

RECYCLED ASPH CONC 19 mm SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (220 LBS/SY)

RECYCLED ASPH CONC 25 mm SUPERPAVE, GP 1 OR 2, INCL BITUM MATL 7 H LIME (330 LBS/SY)

6" GRADDED AGGREGATE BASE COURSEDD

AA

BB

CC

MILLING & INLAY DETAIL

* SR 365/CORNELIA HWY

A

64'-0"

A

CL

STA 209+27.64 TO STA 210+42.15

AK

K K

B

C

A

H

G

E

F

D

RECYCLED ASPH CONC 12.5 mm SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME (165 LBS/SY)

RECYCLED ASPH CONC 19 mm SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (330 LBS/SY)

RECYCLED ASPH CONC 25 mm SUPERPAVE, GP 1 OR 2, INCL BITUM MATL 7 H LIME (660 LBS/SY)

12" GRADDED AGGREGATE BASE COURSE

GDOT STD 9032 B CONCRETE CURB AND GUTTER, TYPE 2, 8"X30"

6" CONC SHARED USE PATH

CONCRETE SIDEWALK, 4" (SEE GDOT CONST DETAIL A-1 TO A-4)

SOD

6" GRADDED AGGREGATE BASE COURSEJ

RECYCLED ASPH CONC 19 mm SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (220 LBS/SY)I

MILL ASP CONC PVMT, 1.5 IN DEPTHK

L

18" PAVEMENT REINFORCEMENT FABRICL

P-7 SAFETY EDGE TREATMENT (SEE GA. CONSTR. DETAIL #)M

M

VARIES VARIES VARIES

2%

VARIES VARIES

6:1

TYP4:1

MAX

6:1 TYP

4:1 MAX

4'-0" 4'-0"

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

10/1/2025

Leela.Mandala

GPLOT-ORD

4:47:32 PM

05-0003

EXISTING

PAVEMENT 2:

MAX

4:

D

ES

IR

AB

LE

Varies

TEMPORARY PAVEMENT TYPICAL SECTION

SLOPE

EXISTING

MATCH

0'-0" TO 20'-0" 2'-0"

0'-6" To Varies

770.263.5945 Duluth, Georgia 30096

Suite 100 2450 Commerce Avenue

GAB

EXISTING

GAB

EXISTING

MIN.

CENTERED

ON JOINT

FOOT THIS LAYER

EXISTING PAVEMENT IS TO BE RESURFACED WITH

TYPICAL SECTION DETAIL TO BE USED WHEN

TO DEPTH OF ADJOINING LAYER TO

EXISTING PAVEMENT IS TO BE RESURFACED WITH

TYPICAL SECTION DETAIL TO BE USED WHEN

SURFACE MIX

ASPHALTIC CONCRETE 19 mm SUPERPAVE

ASPHALTIC CONCRETE 25 mm SUPERPAVE

SURFACE MIX

ASPHALTIC CONCRETE 19 mm SUPERPAVE

ASPHALTIC CONCRETE, 25 mm SUPERPAVE

TWO INCHES OR MORE OF ASPHALTIC CONCRETE

PAVEMENT REINFORCEMENT FABRIC 18" WIDE, CENTERED ON JOINT

STAGGER VERTICAL JOINT ONE

LESS THAN TWO INCHES OF ASPHALTIC CONCRETE

PAVEMENT REINFORCEMENT FABRIC 18" WIDE

MILL EXISTING LANE ONE FOOT WIDE

1' - 0"

BE PLACED. COST OF MILLING FOR THIS WORK

TO BE INCLUDED IN THE UNIT PRICE BID FOR

PAVEMENT REINFORCING FABRIC.

I

J

Travel Lane Shoulder

STA 141+08.18 TO STA 165+70.22-LT STAGE2

STA 149+10.55 TO STA 162+04.58-RT STAGE1

STA 140+57.79 TO STA 148+80.05-RT STAGE1

TANGENT SECTION #9

WHITE SULPHUR ROAD

Profile Grade

2% 2%

10'-0" TO 8'-0"

VARIES

Travel Lane

STA 10+11.00 TO STA 9+72.88

TANGENT SECTION

LIVINGSTON ROAD

CL

Profile Grade

2% 2%

12'-0"

Travel Lane Travel Lane

12'-0"

STA 20+58.00 TO STA 20+81.35

TANGENT SECTION

GATEWAY CENTRE PKWY.

2:

MAX

2% 2%

2:1 MAX

2'-0" 2'-0" to 5'-0"

Varies

2'-0"

6%

2'-0"

AA

BB

CC

A

CL

DD

2:1 MAX

6%

2'-0"

2:

MAX

2'-0" TO 7'-0"

VARIES

2'-0" TO 7'-0"

VARIES

Profile Grade

2% 2%

12'-0"

Travel Lane Travel Lane

12'-0"

STA 20+22.00 TO STA 20+58.00

TANGENT SECTION

GATEWAY CENTRE PKWY.

2:

MAX

2% 2%

2:1 MAX

5'-0"

2'-6" 2'-0" to 5'-0"

Varies

2'-6"

CL

10'-0" TO 8'-0"

VARIES

Travel Lane

2'-0" to 5'-0"

Varies

E E

EE

MM

A

B

C

D

RECYCLED ASPH CONC 12.5 mm SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME (165 LBS/SY)

RECYCLED ASPH CONC 19 mm SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (220 LBS/SY)

RECYCLED ASPH CONC 25 mm SUPERPAVE, GP 1 OR 2, INCL BITUM MATL 7 H LIME (330 LBS/SY)

6" GRADDED AGGREGATE BASE COURSEDD

AA

BB

CC

B

C

A

H

G

E

F

D

RECYCLED ASPH CONC 12.5 mm SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME (165 LBS/SY)

RECYCLED ASPH CONC 19 mm SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (330 LBS/SY)

RECYCLED ASPH CONC 25 mm SUPERPAVE, GP 1 OR 2, INCL BITUM MATL 7 H LIME (660 LBS/SY)

12" GRADDED AGGREGATE BASE COURSE

GDOT STD 9032 B CONCRETE CURB AND GUTTER, TYPE 2, 8"X30"

6" CONC SHARED USE PATH

CONCRETE SIDEWALK, 4" (SEE GDOT CONST DETAIL A-1 TO A-4)

SOD

6" GRADDED AGGREGATE BASE COURSEJ

RECYCLED ASPH CONC 19 mm SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (220 LBS/SY)I

MILL ASP CONC PVMT, 1.5 IN DEPTHK

18" PAVEMENT REINFORCEMENT FABRICL

P-7 SAFETY EDGE TREATMENT (SEE GA. CONSTR. DETAIL #)M

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/23/2025

Leela.Mandala

GPLOT-ORD

9:49:01 AM

05-0004

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

10/20/2025

Jay.Guisasola

GPLOT-ORD

18095.001_06.dgn

4:17:29 PM

06-0001

Suite 100 2450 Commerce Avenue

18095.001

SUMMARY OF QUANTITIES

WHITE SULPHUR ROAD AT SR 365WHITE SULPHUR ROAD AT SR 365

WIDENING AND INTERSECTION IMPROVEMENT

28 EACH

RIGHT OF WAY MARKER

634-1200

1 - LUMP SUM

TRAFFIC CONTROL

150-1000

1 - LUMP SUM

P.I. 18095.001

GRADING COMPLETE

210-0100

2 EACH

PORTABLE TP.3

CHANGEABLE MESSAGE SIGN

632-0003

43 LIN FT

TP.6-SC

CONCRETE SIDE BARRIER

621-6213

500 LIN FT

TEMPORARY BARRIER

620-0100

2 - EACH

ATTENUATOR TP-T-U-30C

TEMP. IMPACT

150-5010

10 EACH

CAPPING MINOR STR.

611-9000

STA.147+25.00, LT TO STA.155+59.00

WHITE SULPHUR RD.

LOCATION

M S

E W

A L

L F

A C

E -1

F

T H

T W

A L

L -1

A

-1

M S

E W

A L

L F

A C

E

-2

F T

H T

W

A L

L -1

A

-1

M S

E W

A L

L F

A C

E

-3

F T

H T

W

A L

L -1

A

-1

M S

E W

A L

L F

A C

E G

T R

T H

A N

F

T H

T W

A L

L -1

A

C O

P

IN

G -B

W A

L L

N O

.1 A

-1

SF SF SF SF LF

SUB-TOTAL

TOTAL

20 3712 3615 1869 449

WALL NO. 1A

44918693615371220

44918693615371220

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

10/20/2025

Jay.Guisasola

GPLOT-ORD

2:53:02 PM

06-0002

Suite 100 2450 Commerce Avenue

18095.001

SUMMARY OF QUANTITIES

WHITE SULPHUR ROAD AT SR 365WHITE SULPHUR ROAD AT SR 365

WIDENING AND INTERSECTION IMPROVEMENT

500-3800 HEADWALL OUTLET QTY.

TOTAL

B 3

1.16

1.1618"

DSTR.# CON. LBS. REINF. STEEL LBS.

LF

EA

LF

PAY ITEM

647-1000

682-6233

636-1045 SF

TRAFFIC SIGNAL INSTALLATION NO. 1

CONDUIT, NON-METAL, TP 3, 2 IN.

3" DIRECTIONAL BORE682-9950

PAY ITEMS FOR TRAFFIC SIGNAL INSTALLATION

DESCRIPTION QUANTITY

LUMP 1

PEDESTRIAN DUAL PUSHBUTTONS STATIONS, W/BUTTONS AND SIGNS

9" X 15", R10-E, (L)EFT OR (R)IGHT, COUNTDOWN

EA

PEDESTRIAN DETECTION SYSTEM, NO 1937-4100

LOOP/PED LEAD-IN WIRE (SHIELDED, TWISTED/1000FT). 3 PAIR, 18 AWG REEL .25

UNIT QUANTITY

647-6300 LOOP DETECTOR, 6 FT X 40 FT, QUADRUPOLE

HIGHWAY SIGNS, TP 2 MATL, REFL SHEETING, TP 2 ( D3-1 )

639-3004 STEEL STRAIN POLE, TP IV EA 1

UNIT

UNIT QTY.

500-3115 CLASS A CONCRETE, TP. P2, RETAINING WALL LF 84

500-3120 CLASS A CONCRETE, TP. P3, RETAINING WALL LF 310

RETAINING WALL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

10/20/2025

Nebiat.Abraham

GPLOT-ORD

3:59:30 PM

Suite 100 2450 Commerce Avenue

SUMMARY OF QUANTITIES

WIDENING AND INTERSECTION IMPROVEMENT

WHITE SULPHUR ROAD AT SR 365WHITE SULPHUR ROAD AT SR 365

06-0003

QUANTITIES (AMENDMENT)

WIDENING AND INTERSECTION IMPROVEMENT

18095.001

DESCRIPTIONDATE UNIT

QUANTITY

AMENDMENT

BY

REQUIRED

QUANTITY

ORIGINAL

QUANTITIES REQUIRED BY AMENDMENT

NUMBER

AMENDMENT

DATE

AMENDMENT

NO.

ITEM

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

9/23/2025

Leela.Mandala

GPLOT-ORD

18095.001_07.dgn

9:50:32 AM

07-0001

QUANTITIES (CONSTRUCTION)

QUANTITIES REQUIRED ON CONSTRUCTION

QUANTITY

ORIGINAL

DESCRIPTIONDATE UNIT

QUANTITY

PREVIOUS

NO.

ITEM

QUANTITY

CONSTRUCTION

REQUIRED ON

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

9/23/2025

Leela.Mandala

GPLOT-ORD

18095.001_08.dgn

9:52:38 AM

08-0001

BNR1092.542419902.8861581679.16614

BNR1090.932419464.2341583047.34813

BNR1105.962418974.6851583777.20512

BNR1170.232418733.4381584449.20811

BNR1199.532418413.8401584714.73810

NAIL1204.3382417803.6681584843.3489

NAIL1199.5862418551.1911584714.4228

NAIL1156.6572418825.8061584375.5577

NAIL1116.1832418932.0281583830.4526

NAIL1097.9762419335.3561583267.1455

NAIL1196.3702418087.5901585321.2764

NAIL1198.3212417588.3601584992.8833

NAIL1071.4552419719.2191582468.1412

NAIL1090.5222419926.5341581645.9011

DESCELVEEASTINGNORTHINGPOINT

CONTROL POINTS

BEGIN PROJECT

STA 140+00.00

WHITE SULPHUR ROAD

200 400

SCALE IN FEET

0 100

PC 136+73.22

PI

+6

6.

P C

P T

P I

P T

P C

P I

P T

P C

P I

CURVE# 01

PI 140+66.89

N 1,584,903.6594

E 2,418,048.2863

¬ 66°32'18.1" (RT)

D 09°32'57.47"

T 393.66'

L 696.79'

R 600.00'

E 117.62' emax 4.0% ed 3.8%

D.S. 35 mph

CURVE# 02

PI 148+00.51

N 1,584,565.2598

E 2,418,799.7783

¬ 54°32'16.1" (RT)

D 09°32'57.47"

T 309.27'

L 571.12'

R 600.00'

E 75.02' emax 4.0% ed 3.8%

D.S. 35 mph

CURVE# 03

PI 154+77.28

N 1,583,854.9086

E 2,418,940.6891

¬ 20°42'17.9" (LT)

D 06°44'26.45"

T 155.28'

L 307.16'

R 850.00'

E 14.07' emax 4.0% ed 3.2%

D.S. 35 mph

CURVE# 04

PI 164+30.63

N 1,583,042.8850

E 2,419,446.6202

¬ 10°31'42.0" (RT)

D 01°25'56.62"

T 368.55'

L 735.02'

R 4000.00'

E 16.94' emax 4.0% ed N.C

D.S. 35 mph

C U

R V

E

CURVE# 02

CURVE# 03

CURVE# 04

PCC

WHITE SULPHUR ROAD

N

E S6

5° '2

8.

1"

E S11°13'11.9"E

S31°55'29.8"E

CURVE# 07

PI 20+78.46

N 1,583,240.0656

E 2,419,411.3846

¬ 08°50'16.6" (LT)

D 08°48'53.05"

T 50.23'

L 100.26'

R 650.00'

E 1.94' ed 3.2%

D.S. 30 mph

N

E N

E

PC 20+28.23

PI 20+78.46

PT 21+28.49

20+00

C U

R V

E

L I

V I

N G S

T

A D

G A

T E

W A

C

N T

P

R K

W A

Y

86°11'29.7"

90°37'20.47"

PC 8+62.07

PI 8+72.86

PT 8+83.66

N

E

N

E

10+00

CURVE# 06

PI 8+72.86

N 1,583,490.3033

E 2,419,018.3956

¬ 00°49'29.5" (LT)

D 03°49'10.99"

T 10.80'

L 21.60'

R 1500.00'

E 0.04' ed NC

D.S. 25 mph

CURVE# 06

M A T

C H

L I

N E

S T

A

A W I

G

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.

11/05/2020

REVISION DATES

9/23/2025

Leela.Mandala

GPLOT-ORD

18095.001_11.dgn

11:51:09 AM

11-0001

Suite 100 2450 Commerce Avenue

CONSTRUCTION LAYOUT

WHITE SULPHUR ROAD AT SR 365

WIDENING & INTERSECTION IMPROVEMENT

BNR

BNR

BNR

BNR

BNR

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

DESC

END PROJECT

STA 176+00.00

WHITE SULPHUR ROAD

BNR1092.542419902.8861581679.16614

BNR1090.932419464.2341583047.34813

BNR1105.962418974.6851583777.20512

BNR1170.232418733.4381584449.20811

BNR1199.532418413.8401584714.73810

NAIL1204.3382417803.6681584843.3489

NAIL1199.5862418551.1911584714.4228

NAIL1156.6572418825.8061584375.5577

NAIL1116.1832418932.0281583830.4526

NAIL1097.9762419335.3561583267.1455

NAIL1196.3702418087.5901585321.2764

NAIL1198.3212417588.3601584992.8833

NAIL1071.4552419719.2191582468.1412

NAIL1090.5222419926.5341581645.9011

DESCELVEEASTINGNORTHINGPOINT

CONTROL POINTS

200 400

SCALE IN FEET

0 100

P T

P C

P I

P T

CURVE# 05

PI 173+96.70

N 1,582,141.4729

E 2,419,799.8186

¬ 04°53'26.9" (RT)

D 01°17'15.16"

T 190.04'

L 379.85'

R 4450.00'

E 4.06' emax 4.0% ed NC

D.S. 35 mph

CURVE# 04

PI 164+30.63

N 1,583,042.8850

E 2,419,446.6202

¬ 10°31'42.0" (RT)

D 01°25'56.62"

T 368.55'

L 735.02'

R 4000.00'

E 16.94' emax 4.0% ed NC

D.S. 35 mph

CURVE# 05

CURVE# 04

200+00

205+00

210+00

PCC 214+77.06

PI 209+43.54

PC 204+07.01

WHITE SULPHUR ROAD

S R

S R

WHITE SULPHUR

STA 169+56.45

SR 365/CORNELIA

STA 209+80.96

S21°23'47.9"E

S16°30'21.0"E

N

E

99°22'25.23"

M A T

C H

L I

N E

S T

A

A W I

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.

11/05/2020

REVISION DATES

9/23/2025

Leela.Mandala

GPLOT-ORD

18095.001_11.dgn

11:52:58 AM

11-0002

Suite 100 2450 Commerce Avenue

CONSTRUCTION LAYOUT

WHITE SULPHUR ROAD AT SR 365

S i d e w a l k

REQ'D R/W

EXIST. R/W

N/F

CAROL ANN BROWN TRUSTEE

N/F

THE WILEY HEYWARD COLEY TRUST

REQ'D R/W

PL

PL

N/F

PATRICIA C PUCKETT

EXIST. R/W

EXIST. R/W

CURVE #01

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

770.263.5945 Duluth, Georgia 30096

Suite 100 2450 Commerce Avenue

20 80

SCALE IN FEET

0 40

A-1

IS-1

ESA 25- STREAM BUFFER

P I

BEGIN FULL DEPTH

TIE TO EXISTING

P.I NO. 1162100

SAT 141+50.00 LT

BEGIN C&G TP2

TIE TO EXISTING

P.I. NO. 1162100

STA 141+50.00

24.00' LT

8' SHARED USE PATH

WHITE SULPHUR ROAD

BEGIN C&G TP2

BEGIN 10' SHARED

USE PATH

STA 141+73.38

11.00' RT

BEGIN FULL DEPTH

TIE TO EXISTING

P.I. NO. 1162100

SAT 141+83.07 RT

BEGIN OUTSIDE LANE WIDENING

STA 141+50.00

BEGIN PROJECT

18095.001

HALL COUNTY

STA 140+00.00

WHITE SULPHUR ROAD

.8

+5 .0

-3 .8

+5 .0

WHITE SULPHUR ROAD

90°0 0'00

.0"

ADA RAMP

TYPE-D

A

W I o

M A

T

H

I

N E

S

T

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.

11/05/2020

REVISION DATES

9/23/2025

Leela.Mandala

GPLOT-ORD

18095.001_13.dgn

1:41:22 PM

0001-13

CONSTRUCTION PLAN

M A

T

N E

S

T A

A W I

N/F

WILEY HEYWARD

COLEY TRUST

N/F

CLARA

GAINES

COLEY

N/F

W.H.

COLEY

N/F

AIRLINE BAPTIST

CHURCH

N/F

GA PORTS AUTHORITY

N/F

PATRICIA C PUCKETT

REQ'D R/W

REQ'D R/W

EXIST. R/W

EXIS

T. R

/W

P L

P L

PL

P L

CURVE #02

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

20 80

SCALE IN FEET

0 40

770.263.5945 Duluth, Georgia 30096

Suite 100 2450 Commerce Avenue

A-2

A-4 A-5

A-3

A-6

A-7

18"

18"

18"

18"

18"

TP 3, 18"

5 SY

RIP RAP

TP 3, 18"

8.1 SY

RIP RAP

PROVIDE DITCH PLUG

ESA 25- STREAM BUFFER

ESA 25- STREAM BUFFER

IS-2

ORANGE BARRIER FENCE

P T

P C

S65 °45 '28

.1" E

P I

8'

SHARED USE P

ATH

5' SIDEWALK

D

W

+5 .0

D W

+0 .4

WHITE SULPHUR ROAD

D W

+7 .5

35'R

35'R

15'R 15'R

.8

+5 .0

-3 .8

+5 .0

.8

+1 .0

-3 .8

+1 .0

STA 147+25.00

BEGIN MSE WALL

EXISTING RETAINING WALL

8' SHARED USED PATH

END 10' SHARED

USE PATH

STA 148+49.13

ADA RAMP

TYPE-D

ADA RAMP

TYPE-D

ADA RAMP

TYPE-D

ADA RAMP

TYPE-D

REMOVE

EX.PIPE

REMOVE

EX.PIPE

REMOVE

EX.PIPE

14'

14'

22.6'

WALL #1

WALL #1

A

W I

M A

T

N E

S

T

A

W I

M A

T

T

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.

11/05/2020

REVISION DATES

9/23/2025

Jay.Guisasola

GPLOT-ORD

3:46:43 PM

0002-13

M A

T

N E

S

T A

A W I

M A

T

A

A W I

N/F

GAINESVILLE & HALL CO

DEVELOPMENT

N/F

BUSKER ENTERPRISES LLC

N/F

AIRLINE BAPTIST

CHURCH

EXIST. R/W

REQ'D R/W

EXIST. R/WREQ'D R/W

REQ'D R/W

P L

PARKING TO REMAIN

TEMPORARY EASEMENT IS FOR REMOVAL OF

EXISTING WALLS AND CONSTRUCTION OF

PROPOSED MSE WALL

CURVE #02

CURVE #03

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

770.263.5945 Duluth, Georgia 30096

Suite 100 2450 Commerce Avenue

20 80

SCALE IN FEET

0 40

A-18

A-8

A-9

A-10

A-11

18"

A-15A

A-15 A-16 A-17

18"

18"

24"

A-12

A-13

TP 3, 18"

8.7 SY

RIP RAP

A-16A

ESA 25- STREAM BUFFER

ESA 25- STREAM BUFFER

ORANGE BARRIER FENCE

P T

P C

P I

S11°13'11.9"E

5' SIDEWALK

WHITE SULPHUR ROAD

5' SIDEWALK

5' SIDEWALK

.8

+4 .0

-3 .8

+4 .0

.0

+7 .0

-2 .0

+7 .0

.0

+0

-2 .0

+5 .9

-2 .0

+3 .2

.0

+7 .0

.0

+1 .7

-2 .0

+1 .7

.2

+4 .0

-3 .2

+4 .0

D W

+2

.4 235'R

EXISTING RETAINING WALL

EXISTING

RETAINING WALL

TO BE REMOVED

STA 153+32.00

BEGIN CONCRETE

BARRIER WALL

TP 6-S1

STA 153+75.00

END CONCRETE

BARRIER WALL

TP 6-S1

ADA RAMP

TYPE-D

ADA RAMP

TYPE-D

35'R

REMOVE

EX.PIPE

.3'

WALL #1

WALL #1

WALL #1

DO NOT DISTURB SIDEWALK

BEYOND THIS LINE

STA 150+00.00

BEGIN P WALL

END MSE WALL

STA 153+10.00

BEGIN MSE WALL

END P WALL

STA 154+75.00

BEGIN P WALL

END MSE WALL

STA 151+41.77

BEGIN HEADER CURB

TP 7

A

W I

M A

T

A

W I

M A

T

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.

11/05/2020

REVISION DATES

9/23/2025

Jay.Guisasola

GPLOT-ORD

3:48:47 PM

0003-13

AIRLINE BAPTIST

CHURCH

N/F

BUSKER ENTERPRISES LLC

N/F

AIRLINE BAPTIST

CHURCH

N/F

AIRLINE BAPTIST

CHURCH

N/F

REYNOLDS-HEMMER

PROPERTIES, LP

EXIST. R/W

REQ'D R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

PL

PL

E X I S

T

R

W

E X I S

T

R

W

C U

R V

E

CURVE #03

CURVE #04

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

20 80

SCALE IN FEET

0 40

770.263.5945 Duluth, Georgia 30096

Suite 100 2450 Commerce Avenue

18" 18"

18"

A-19

A-18

A-20

A-27

A-22 A-23

A-24

A-25

A-26

18"

18"

A-28

A-29TP 3, 18"

5.6 SY

RIP RAP

RIP RAP

13.3 SY

TP 3, 18"

A-18A

N

E

N

E

PC 8+62.07

PT 8+83.66

PI 8+72.86

9+00

PC

PT

S31°55'29.8"EWHITE SULPHUR ROAD

5' SIDEWALK

5' SIDEWALK

L I

V I

N G S T

A D

D W

+3 .3

D W

+7 .9

D W

+7 .8

25'R

35'R

CENTERLINE INTERSECTION

WHITE SULPHUR ROAD

STA 158+16.00

LIVINGSTON ROAD

STA 10+00.00

EXISTING

RETAINING WALL

DO NOT DISTURB

EXISTING

RETAINING WALL

DO NOT DISTURB

EXISTING

RETAINING WALL

DO NOT DISTURB

.2

+1 .0

.2

+1 .0

2.

+3 3.

2.

+3 3.

0.

+7 2.

-2 .0

0%

+1 0.

-2 .0

0%

+6 0.

-2 .0

0%

+6 0.

STA 155+58.59

END P WALL

EXISTING FENCE

TO BE REMOVED

DO NOT

DISTURB

ADA RAMP

TYPE-D

ADA RAMP

TYPE-D

5' SIDEWALK5' SIDEWALK

86°11'29.7"

35'R

35'R

STA 08+25.16

LIMIT OF CONSTRUCTION

REMOVE

EX.PIPE

8'

9.5'

DW 11

+44.00

18.9'

22.9'

9.6'

9.6'

STA 155+89.39

END HEADER CURB

TP 7

A

W I

M A

T

A

W I

M A

T

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.

11/05/2020

REVISION DATES

0004-13

PROPERTIES, LP

N/F

AIRLINE BAPTIST

CHURCH

N/F

QUIKTRIP

CORPORATION

N/F

REYNOLDS-HEMMER

PROPERTIES, LP

N/F

QUIKTRIP

CORPORATION

EXIST. R/W

EXIST. R/W

E X I S

T

R

W

E X I S

T

R

W

E X I S

T

R

W

PL

PL

EXIST. R/W

C U

R V

E

CURVE 04

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

20 80

SCALE IN FEET

0 40

770.263.5945 Duluth, Georgia 30096

Suite 100 2450 Commerce Avenue

B-1

B-2

B-3

18"

TP 3, 18"

11.1 SY

RIP RAP

C-1

18"

ORANGE

BARRI

ER

FENCE

ORANGE

BARRIER FENCE

10+00

11+00

21+00

N

E

N

E

PC 20+28.23

PT 2

1+28

.49

PI 20

+78.4

20+00

10+00

11+00

.6

WHITE SULPHUR ROAD

5' SIDEWALK 5' SIDEWALK

BEGIN TAPER

STA 161+54.73

11.00' RT

D W

+4 .9

75'R

END TAPER

STA 166+50.00

30.00' RT

BEGIN SHOULDER

END C&G TP2

STA 165+42.21,

33.00' RT

75'R

G A T E

W

N T

R E

P

A R

K W

A Y

REMOVE EXISTING

DRIVEWAY AFTER

CONSTRUCTION OF

RELOCATED DRIVEWAY

IS COMPLETE

CENTERLINE INTERSECTION

WHITE SULPHUR ROAD

STA 162+42.00

GATEWAY CENTRE PARKWAY

STA.20+00.00

DO NOT

DISTURB

EXISTING

RETAINING WALL

DO NOT DISTURB

ADA RAMP

TYPE-B

ADA RAMP

TYPE-B

D W

+9 .8

35'R 35'R

DO NOT DISTURB

WOOD FENCE

DO NOT DISTURB

WOOD FENCE

90°37'20.47"

REMOVE EX.PIPE

LIMIT OF CONSTRUCTION

STA 20+81.00

REMOVE

EX.PIPE

REMOVE EX.PIPE

24.3'

5' SIDEWALK

.3

.8

.7

.7

18'

18'

SIGNS TO BE

REMOVED

& RELOCATED

BY OTHERS

GATEWAY CENTRE PKWY.

STA.20+22.03

BEGIN FULL DEPTH PVMT.

GATEWAY CENTRE PKWY.

STA.20+59.49

END FULL DEPTH PVMT.

BEGIN MILL-INLAY

12' 13'

35'R 35'R

18'

A

W I

M A

T

A

W I

M A

T

13-0008 DRAWING No. 11+50.00MATCH LINE STA.

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.

11/05/2020

REVISION DATES

10/20/2025

Leela.Mandala

GPLOT-ORD

11:54:56 AM

0005-13

PROPERTIES, LP

N/F

RAVION

ENTERPRISE

E X

IS

T . R

W

EXIST. R/W

E X

IS

T . R

W

EXIST. R

/W

E X I S

T

R

W

PL

CURVE #04 CURVE #05

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

20 80

SCALE IN FEET

0 40

770.263.5945 Duluth, Georgia 30096

Suite 100 2450 Commerce Avenue

C-2

18"

C-3

DITCH ELEVATION

TO MATCH EXISTING

PR. DITCH FLOWLINE

TP 3, 18"

8.7 SY

RIP RAP

BARRI

ER

FE

NCE

ORANGE

BARRIER FENCE

(DO NOT CLEAR BEYOND

O.B.F.)ORANGE

BARRIER FENCE

(DO NOT CLEAR BEYOND

O.B.F.)

ORANGE

BARRIER FENCE

(DO NOT CLEAR BEYOND

O.B.F.)

ORANGE

BARRIER FENCE

(DO NOT CLEAR BEYOND

O.B.F.)

PT

.1

PC

.6

S21°23'47.9"E

208+00

209+00

210+00

211+00

D W

+4 5.

WHITE SULPHUR ROAD

75'R

130'R

35'R

-2 .0

0%

+0

-2 .0

0%

+0

-2 .0

0%

+0 5.

-2 .0

0%

+0 5.

35'R

S R

R N E L

Y

WHITE SULPHUR

STA 169+56.45

SR 365/CORNELIA

STA 209+80.96

S R

R N E L

Y

ADA RAMP

TP.A (TYP)ADA RAMP

TP.A (TYP)

ADA RAMP

TP.A

ADA RAMP

TP.B

BEGIN SHOULDER

END C&G TP2

STA 167+96.40

30.00' LT

13'R

100'R

99°22'25.23"

END FULL DEPTH

STA 169+00.00

BEGIN FULL DEPTH

STA 170+29.17

END FULL DEPTH

BEGIN MILLING & OVERLAY

STA 171+32.60

17'

17'

72'

71'

59'

59'

71'

72'

2'R2'R

2'R

2'R

2'R

2'R

2'R 2'R

2'R

.1'

.5

27.2'

D W

+3 7.

14'

.9

75'R

A

W I

M A

T

A

W I

M A

T

3-001

DRAWING No. 1

208+00.0

MATCH LINE STA.

3-00

DRAWING No.

211+00.

MATCH LI

NE STA.

FULL DEPTH

PAVEMENT

12' 12'

MILLING & INLAY

AREA

MILLING & INLAY

AREA

MILLING & INLAY

AREA

END

FULL DEPTH

PAVEMENT

STA.209+27.64

24'

FULL DEPTH

PVMT

M I L L I

N L

A Y

A R E

A

END

MILLING &

INLAY

STA.210+40.52

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.

11/05/2020

REVISION DATES

9/24/2025

Leela.Mandala

GPLOT-ORD

2:31:25 PM

0006-13

PROPERTIES, LP

N/F

REYNOLDS-HEMMER

PROPERTIES, LP

N/F

REYNOLDS-HEMMER

PROPERTIES, LP

N

Y N

O L

D S

H E

M M

O P E

R T I E S

L P

EXIST. R/W

EXIST. R/W

PL

P L

P L

P L

P L

CURVE #05

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

20 80

SCALE IN FEET

0 40

770.263.5945 Duluth, Georgia 30096

Suite 100 2450 Commerce Avenue

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

P I

S16°30'21.0"E

P T

WHITE SULPHUR ROAD

END MILLING & OVERLAY

TIE TO EXISTING

STA 175+58.00

END PROJECT

18095.001

HALL COUNTY

STA 176+08.00

WHITE SULPHUR ROAD

.3

' 11

.1' 11

A

W I

M A

T

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.

11/05/2020

REVISION DATES

9/23/2025

Leela.Mandala

GPLOT-ORD

1:44:06 PM

0007-13

Sidewalk i d e w a l k

PL

PL

N/F

QUIKTRIP

CORPORATION

PL

PL

PL

P L

N/F

QUIKTRIP

CORPORATION

PL

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

20 80

SCALE IN FEET

0 40

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

770.263.5945 Duluth, Georgia 30096

D-6

18"

-5

18"

DW8A S25°59'50.8"E

S

'0

.2

W

12+00

13+00

14+00

S

'0

.2

W

12+00

13+00

14+00

CONSTRUCTION OF

RELOCATED DRIVEWAY

IS COMPLETE

18'18'

18'

18'

TIE-IN TO EXISTING

C & G

TIE-IN & TRANSITION

TO EXISTING CURB

DO NOT DISTURB

EX. STRUCTURE

SIGN TO BE

REMOVED

& RELOCATED

BY OTHERS

LIGHT POLE TO

BE RELOCATED

BY OTHERS

13'

13'

MATCH LINE STA. 11+50.00 DRAWING No. 13-0005

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.

11/05/2020

REVISION DATES

10/20/2025

Leela.Mandala

GPLOT-ORD

11:55:41 AM

0008-13

EXIST. R/W

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

770.263.5945 Duluth, Georgia 30096

Suite 100 2450 Commerce Avenue

20 80

SCALE IN FEET

0 40

N65°06'11.1"E

LIMIT OF CONSTRUCTION

STA 201+50.00

SR 365/ CORNELIA HWY

TIE TO EXIST.

STA 201+52.92,

37.88' RT

D R

A W

I N

G N o

.0

M A

T C

H L

I N

E S

T A

FULL DEPTH

PVMT

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

9/23/2025

Leela.Mandala

GPLOT-ORD

1:44:49 PM

0009-13

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

770.263.5945 Duluth, Georgia 30096

Suite 100 2450 Commerce Avenue

20 80

SCALE IN FEET

0 40

N65°06'11.1"E

SR 365/ CORNELIA HWY

A

W I

M A

T

A

W I

M A

T

24'

FULL DEPTH

PVMT

FULL DEPTH

PVMT

MILLING & INLAY

AREA

BEGIN

MILLING & INLAY

STA.204+32.42

MILLING & INLAY

AREA

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

9/23/2025

Leela.Mandala

GPLOT-ORD

1:45:07 PM

0010-13

WOOD FENCE

EXIST. R/W

P L

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

770.263.5945 Duluth, Georgia 30096

Suite 100 2450 Commerce Avenue

20 80

SCALE IN FEET

0 40

DITCH ELEVATION

TO MATCH EXISTING

PR. DITCH FLOWLINE

ORANGE

BARRIER FENCE

(DO NOT CLEAR BEYOND

O.B.F.)

168+00

SR 365/ CORNELIA HWY

LIMIT OF CONSTRUCTION

STA 214+00.00

E N

D

F

U

P

A

M A

T

A

A W I

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

9/23/2025

Leela.Mandala

GPLOT-ORD

1:45:27 PM

0011-13

Suite 100 2450 Commerce Avenue

140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00

1070 1070

1080 1080

1090 1090

1100 1100

1110 1110

1120 1120

1130 1130

1140 1140

1150 1150

1160 1160

1170 1170

1180 1180

1190 1190

1200 1200

1210 1210

1220 1220

1230 1230

1240 1240

.5

.8

.2

.6

.0

.6

.0

.2

.3

.9

.1

.5

.3

.5

.4

.6

.2

.7

.4

.0

.3

.7

.2

.3

.6

.9

.9

.7

.3

.5

.6

P V

I

P V

C

P V

T

P V

C

300.00' VC

K = 40.21

377.00' VC

K = 49.03

DS = 35 mph

BEGIN PROJECT

STA 140+00.00

-1.3380%

-8.7993%

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

9/23/2025

Leela.Mandala

GPLOT-ORD

18095.001_15.dgn

10:17:28 AM

0001-15

MAINLINE PROFILE

1" = 20'

VERTICAL

1" = 100'

HORIZONTAL

Suite 100 2450 Commerce Avenue

155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00

1000 1000

1010 1010

1020 1020

1030 1030

1040 1040

1050 1050

1060 1060

1070 1070

1080 1080

1090 1090

1100 1100

1110 1110

1120 1120

1130 1130

1140 1140

1150 1150

1160 1160

1170 1170

.6

.4

.1

.8

.2

.6

.5

.5

.4

.7

.3

.1

.4

.1

.3

.3

.1

.7

.9

.7

.3

.0

.5

.9

.0

.5

.1

.6

.8

.9

.3

0.2991% 4

P V

I

P V

I

P V

I

2 P

V C

P V

C

P V

T

P V

T

P V

C

P V

C

P V

T

P V

T

P V

T

V H I

134.74' VC

K = 57.52

180.00' VC

K = 45.81

350.00' VC

K = 80.90

143.00' VC

K = 15.01

P V

I

P V

I

-1.1094% 1.2329%

-2.6963%

-7.0227%

P V

I

P V

I

V L

O W

V L

O W

377.00' VC

K = 49.03

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

9/23/2025

Leela.Mandala

GPLOT-ORD

10:19:36 AM

0002-15

VERTICAL

Suite 100 2450 Commerce Avenue

170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00

990 990

1000 1000

1010 1010

1020 1020

1030 1030

1040 1040

1050 1050

1060 1060

1070 1070

1080 1080

1090 1090

1100 1100

1110 1110

1120 1120

1130 1130

1140 1140

1150 1150

1160 1160

P V

C

P V

P V

I

END PROJECT

STA 176+08.00

P V

I

P V

I

2.99 16%

1.970 1%

P V

I

P V

C

P V

T

250.06' VC

K = 109.50

120.00' VC

K = 117.47

.3

.4

.5

.4

.2

.4

.9

.2

.7

.3

.6

.0

.0

.8

.8

.2

.7

.0

.2

.8

.2

.2

.2

.3

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

9/23/2025

Leela.Mandala

GPLOT-ORD

10:19:12 AM

0003-15

VERTICAL

20+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00

1070 1070

1075 1075

1080 1080

1085 1085

1090 1090

1095 1095

1100 1100

1105 1105

-3.0001%

-4.1190% -5.2005%

P V

I

P

.0

.5

.5

.5

.9

.9

.0

P V

I

P V

I

P V

I

-2.0000%

8+00 9+00 10+00 11+00 12+00 13+00 14+00

1065 1065

1070 1070

1075 1075

1080 1080

1085 1085

1090 1090

1095 1095

1100 1100

.9

.9

.0

6.

PVI 9+66.98

EL 1097.12

P V

I

P V

C

P V

T

P V

C

P V

T

50.00' VC

K = 36.43

DS = 20 mph

20.00' VC

K = 2.15

DS = 20 mph

P V

I

PVI 9+88.97

EL 1098.45

1" = 10'

VERTICAL

1" = 40'

HORIZONTAL

770.263.5945 Duluth, Georgia 30096

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.

11/05/2020

REVISION DATES

9/23/2025

Leela.Mandala

GPLOT-ORD

18095.001_16.dgn

11:01:40 AM

0001-16

SCROSSROAD PROFILE

Duluth, Georgia 30096

LIVINGSTON ROAD

GATEWAY CENTRE PARKWAY

.6

10' VC

0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50

1180 1180

1190 1190

1200 1200

1210 1210

-3.80% -5.18% -0.92%

P V

I

P V

I

P V

I

P V

I

P V

I

10' VC

-3.80%

.9

10' VC

5' VC

0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50

1180 1180

1190 1190

1200 1200

1210 1210

3.80% 3.80%

.3

3%

8.00% 19.

22% 14.4

9%P V

I

P V

I

P V

I

P V

I

.9

10' VC

0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50

1150 1150

1160 1160

1170 1170

1180 1180

-3.80% 1.72% 8.47%

P V

I

P V

I

V L

O W

P V

I

P V

I

P V

I

-3.80%

10' VC

1" = 20'

VERTICAL

1" = 20'

HORIZONTAL

770.263.5945 Duluth, Georgia 30096

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

8/6/2025

Nebiat.Abraham

GPLOT-ORD

18095.001_17.dgn

8:53:25 PM

0001-17

18095.01

DRIVEWAY PROFILE

Duluth, Georgia 30096

STA 145+58.03

DW#1-ASPHALT

STA 146+06.46

DW#2-CONCRETE

STA 148+78.50

DW#3-ASPHALT

.4

0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50

1110 1110

1120 1120

1130 1130

1140 1140

10' VC

3.15% 3.15%

12.5 3%

P V

I

P V

I

P V

I

P V

I

.7

.6

10' VC

10' VC

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50

1090 1090

1100 1100

1110 1110

1120 1120

-2.1500% -17.1431%

-1.5751%

P V

I

P V

I

P V

I

P V

I

1" = 20'

VERTICAL

1" = 20'

HORIZONTAL

770.263.5945 Duluth, Georgia 30096

Suite…