E: 2129339.979

N: 1327573.583

Sta. 96+50.00

BEGIN PROJECT

E: 2130894.848

N: 1328256.752

Sta. 208+50.00

END PROJECT

E: 2129915.220

N: 1328616.504

Sta. 307+00.00

CHAPEL HILL ROAD

LIMIT OF CONSTRUCTION

EXIST. R/WEXIST. R/W

EXIST. R/W EXIST. R/W

E X I S T

R

W

E X I S

W

PL

PL

P LP L P L

PL PL PL PL

PL

A P P R

O X I

M A T E

L

A N

D L

O T

L I

N E

PL

PL

PL

LL65 LL68

LL68 LL65

E: 2130097.650

N: 1327997.405

Sta. 200+00.00

SR 166

Sta. 105+30.00=

SR 166

E: 2130165.167

N: 1327998.312

Sta. 300+28.85

CHAPEL HILL ROAD

Sta. 200+67.52=

SR 166

ESA STREAM 1

SR 166 SR 166

C H

A P E L

H I

D

E: 2130088.535

N: 1327985.492

Sta. 105+15.00

MID-POINT PROJECT

R/W

REQ'D

W

R E

Q

D R

E Q

W

OBF OBF

OBF

300+00

305+00

R iv e r

East

PO

WE

R

C OF

R R

G

Whitesburg 5

Palmetto

Roscoe

Tyrone

CS

X

C S X

McWhorter

Level

Hickory

SR

Carrollton

Winston rica

Villa

Hulett

Sand Hill

Fairplay

New Georgia

Yorkville

6, 4

PAULDING

CONSERVATION PARK

SWEETWATER CR

Austell

SO

U

Bill Arp

DOUGLAS

FULTON

Rico

Lithia Springs

RY

dale

Clark-

Mableton

SR

SR139

SR

City

Union

Red Oak

College

Fairburn

Macland5

Springs

Powder

Hiram

6Bu

SmyrnaSR176

Douglasville

Chapel

Hill

27Alt 5

120C

101,113

78,278

154, MILES

PLANS COMPLETED - -

REVISIONS

0.328

0.000

0.328

PLAN AND PROFILE OF PROPOSED

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

0.000

0.328

LENGTH OF PROJECT

SPECIFICALLY DIRECTED TO SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.

BIND THE DEPARTMENT OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS

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

UPON FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS.

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

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

THE DEPARTMENT OF TRANSPORTATION.

HIGHWAY DEPARTMENT OF GEORGIA, AND SHALL BE DEEMED TO MEAN

" DEPARTMENT " WHEN THE CONTEXT THEREOF MEANS THE STATE

STATE HIGHWAY DEPARTMENT ", " HIGHWAY DEPARTMENT ", OR

DEPARTMENT OF GEORGIA ", " STATE HIGHWAY DEPARTMENT ", " GEORGIA

USED IN CONNECTION WITH THIS DOCUMENT, TO " STATE HIGHWAY

WRITINGS, DOCUMENTS, DRAWINGS, OR PHOTOGRAPHS USED, OR TO BE

ALL REFERENCES IN THIS DOCUMENT, WHICH INCLUDES ALL PAPERS,

NOTE :

FUNCTIONAL CLASS: MINOR ARTERIAL (URBAN)

24-HR % TRUCKS: 2.5%

% TRUCKS: 2.5%

DIRECTIONAL DIST: 53%

DHV 2046 AM (PM): 845 (1,060)

DHV 2026 AM (PM): 590 (740)

AADT 2026 (2046): 7,750 (11,050)

POSTED/DESIGN SPEED: 45MPH/25MPH

CHAPEL HILL ROAD

FUNCTIONAL CLASS: MINOR ARTERIAL (URBAN)

24-HR % TRUCKS: 3.5%

DIRECTIONAL DIST: 52%

DHV 2046 AM (PM): 1,420 (1,625)

DHV 2026 AM (PM): 990 (1,140)

AADT 2026 (2046): 11,350 (16,200)

POSTED/DESIGN SPEED: 55MPH/25MPH

SR 166

100% IN CONG. DIST. NO. 13.

DOUGLAS 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

PLANS PREPARED BY:

DEPARTMENT OF TRANSPORTATION

douglas county

STATE ROUTE No.: 166

01-0001

LOCATION SKETCH (nts)

INTERSECTION IMPROVEMENTS

SR 166 AT CHAPEL HILL ROAD

SUPERVISION OF:

PREPARED UNDER

JEROD JUNE, PE

DETAILS BOOK WHICH THEY REVISE OR IN WHICH THERE IS A CONFLICT.

ANY REVISIONS CONTAINED WITHIN THIS PLAN SET SUPERSEDE THE 2026 CONSTRUCTION STANDARDS AND http://mydocs.dot.ga.gov/info/gdotpubs/ConstructionStandardsAndDetails/Forms/AllItems.aspx

DETAILS BOOK IS AVAILABLE AT:

DETAILS BOOK AND ATTACHED APPLICABLE REVISIONS. THE 2026 CONSTRUCTION STANDARDS AND

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE 2026 CONSTRUCTION STANDARDS AND

NOTE :

PLAN AND PROFILE OF PROPOSEDSTATE OF GEORGIADEPARTMENT OF TRANSPORTATIONSTANDARDS AND DETAILS BOOK WHICH THEY REVISE OR IN WHICH THERE IS A CONFLICT. CONSTRUCTION####ANY REVISIONS CONTAINED WITHIN THIS PLAN SET SUPERSEDE THE http://mydocs.dot.ga.gov/info/gdotpubs/ConstructionStandardsAndDetails/Forms/AllItems.aspxCONSTRUCTION STANDARDS AND DETAILS BOOK IS AVAILABLE AT: ####STANDARDS AND DETAILS BOOK AND ATTACHED APPLICABLE REVISIONS. THE CONSTRUCTION####THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE

DOUGLAS COUNTY

No. 097

P.I. No.0020661

8/19/2019

Adan.Gonzalez

4/3/2026 GPLOT-ORD

gplotborder-ORD.tbl

0020661_01.dgn

CONCOV

P.I. No.

DRAWING No.

200 400

SCALE IN FEET

0 100

0020661

COUNTY

DOUGLAS

STATE

GA

PROJECT LOCATION

D

G

OUGLAS OUC NTY

E O G I AR

0020661

COUNTY

DOUGLAS

STATE

GA

INTERSECTION IMPROVEMENTS

SR 166 @ CHAPEL HILL ROAD

01-0002

SIGNATURE SHEET

CERTIFICATION OF AUTHORIZATION EXPIRATION DATE:12/31/2026

CERTIFICATION OF AUTHORIZATION #:PEF001704

DULUTH, GA 30097

2160 SATELLITE BLVD SUITE 130

KCI TECHNOLOGIES, INC.

PE No. PE038747

JEROD JUNE

HAVE BEEN SIGNED AND SEALED BY

THE DRAWINGS AS LISTED BELOW

04/03/2026

WATERSHED MAP55-0001

BMP LOCATION DETAILS54-0001 - 54-0012

EROSION CONTROL DRAINAGE AREA MAP53-0001

ESPCP GENERAL NOTES51-0001 - 51-0004

SIGNING AND MARKING PLANS AND DETAILS26-0001 - 26-0005

LIGHTING PLANS25-0001 - 25-0002

UTLITY PLANS24-0000 - 24-0004

CROSS SECTIONS23-0001 - 23-0005

DRAINAGE PROFILES22-0001

DRAINAGE AREA MAP 21-0001

CONSTRUCTION STAGING PLAN19-0001 - 19-0012

SPECIAL GRADIN PLAN 18-0001 - 18-0002

DRIVEWAY PROFILES17-0001

CROSSROAD PROFILES 16-0001

MAINLINE PROFILE15-0001

CONSTRUCTION PLANS13-0001 - 13-0004

TRAFFIC DIAGRAMS10-0001 - 10-0008

SUMMARY OF QUANTITIES06-0001 - 06-0003

TYPICAL SECTIONS05-0001 - 05-0004

GENERAL NOTES04-0001 - 04-0003

REVISION SUMMARY DRAWING03-0001

INDEX SHEET02-0001

SIGNATURE SHEET01-0002

DRAWING DESCRIPTION DRAWING No.

PROFESSIONAL

PE038747 No.

REGISTERED

ENGINEER

G

E

ORG

I

A

ENUJ .J

N

E

L L

A

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

4/29/2026

Jerod.June

GPLOT-ORD

gplotborder-ORD.tbl

0020661_01.dgn

2:06:48 PM

GPLN-CE

P.I. No.

G

RIGHT OF WAY PLANS

EROSION CONTROL CONSTRUCTION STANDARDS & DETAILS

WATERSHED MAP SITE MONITORING PLAN

BMP LOCATION PLANS

EROSION CONTROL DRAINAGE AREA MAP

ESPCP LEGEND AND UNIFORM CODE DRAWING

ESPCP GENERAL NOTES

ESPCP COVER DRAWING

SIGNING & MARKING PLANS

LIGHTING PLAN AND DETAILS

UTILITY PLANS

CROSS SECTIONS

DRAINAGE PROFILES

DRAINAGE AREA MAP

STAGING PLANS

SPECIAL GRADING PLAN

DRIVEWAY PROFILES

SIDEROAD PROFILES

MAINLINE PROFILES

CONSTRUCTION PLANS

CONSTRUCTION LAYOUT DRAWING

TRAFFIC DIAGRAM DRAWINGS

SUMMARY OF QUANTITIES

TYPICAL SECTIONS

GENERAL NOTES

REVISION SUMMARY

INDEX

COVER

60-0001 TO 60-0006

56-0001 TO 56-0008

55-0001

54-0001 TO 54-0012

53-0001

52-0001 TO 52-0007

51-0001 TO 51-0004

50-0001

26-0001 TO 26-0005

25-0001 TO 25-0002

24-0000 TO 24-0004

23-0001 TO 23-0005

22-0001

21-0001

19-0001 TO 19-0012

18-0001 TO 18-0002

17-0001

16-0001

15-0001

13-0001 TO 13-0004

11-0001

10-0001 TO 10-0008

06-0001 TO 06-0003

05-0001 TO 05-0004

04-0001 TO 04-0003

03-0001

02-0001

01-0001 TO 01-0002

AllItems.aspx http://mydocs.dot.ga.gov/info/gdotpubs/ConstructionStandardsAndDetails/Forms/

Construction Standards and Details Book is available at:

Standards and Details Book and attached applicable revisions. The 2026

These plans have been prepared in accordance with the 2026 Construction

STONE RIPRAP AND SAND BAG TEMPORARY CHECK DAMS

SOD INSTALLATION

INLET SEDIMENT TRAPS

CONSTRUCTION EXIT

TEMPORARY SILT FENCE FABRIC CHECK DAM (SHEET 4 OF 4)

(SHEET 3 OF 4)

TEMPORARY SILT FENCE J-HOOKS, INLET SEDIMENT TRAPS

BARRIER (SHEET 2 OF 4)

TEMPORARY SILT FENCE BERM DITCH, INSTALLATION, BRUSH

TEMPORARY SILT FENCE (SHEET 1 OF 4)

56-0008

56-0007

56-0006

56-0005

56-0004

56-0003

56-0002

56-0001

EROSION CONTROL CONSTRUCTION DETAILS

D-56

D-54

D-42

D-41

D-24D

D-24C

D-24B

D-24A

EROSION CONTROL LEGEND

52-0007

52-0006

52-0005

52-0004

52-0003

52-0002

52-0001 EC-L1 (3/2/2017)

EC-L2 (11/28/2018)

EC-L3 (3/2/2017)

EC-L4 (3/2/2017)

EC-L5 (3/2/2017)

EC-L6 (11/28/2018)

EC-L7 (3/2/2017)

02-0001

DRAWING NO. DESCRIPTION DRAWING NO. DESCRIPTION

INDEX

INTERSECTION IMPROVEMENTS

SR 166 @ CHAPEL HILL ROAD

COUNTYSTATE

0020661 DOUGLAS GA

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

4/3/2026

Adan.Gonzalez

GPLOT-ORD

0020661_02.dgn

1:54:16 PM

D

G

REVISION SUMMARY

REVISION

03-0001

DRAWING NO.DATE DATE DRAWING NO. REVISION

INTERSECTION IMPROVEMENTS

SR 166 @ CHAPEL HILL ROAD

COUNTYSTATE

0020661 DOUGLAS GA

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

4/3/2026

Adan.Gonzalez

GPLOT-ORD

0020661_03.dgn

1:54:21 PM

D

G

BY DOUGLAS COUNTY WATER AND SEWER. (ROF)

NOTE: ALL WATER LINES FOUND WITHIN THE LOS ARE OWNED

DOUGLASVILLE, GA 30134

8763 HOSPITAL DRIVE

DOUGLAS COUNTY WATER AND SEWER (DCWS) – WATER 4.

BY COMCAST. (ROF)

NOTE: ALL TELEVISION LINES FOUND WITHIN THE LOS ARE OWNED

ATLANTA, GA 30308

1038 W. PEACHTREE STREET

COMCAST (COM) - TELEVISION 3.

BY GREYSTONE POWER CORPORATION. (ROF)

NOTE: ALL ELECTRIC LINES FOUND WITHIN THE LOS ARE OWNED

DOULASVILLE, GA 30134

11490 VETERANS MEMORIAL HIGHWAY

GREYSTONE POWER CORPORATION (GREY) - ELECTRIC DISTRIBUTION 2.

BY AMERICAN TELEPHONE & TELEGRAPH. (RNA)

NOTE: ALL TELECOMMUNICATION LINES FOUND WITHIN THE LOS ARE OWNED

MARIETTA, GA 30064

37 POWDER STREET

AMERICAN TELEPHONE & TELEGRAPH (ATT) - TELECOMMUNICATIONS 1.

UTILITY OWNERS

GENERAL NOTES

HAVE THE USE OF THE FOLLOWING MATERIALS:

PERMIT THE USE OF CRUSHER STONE AS DESCRIBED IN SECTION 318.02. THE CONTRACTOR WILL TRUCK DUMPING ON UNPREPARED WET, MUDDY SUBGRADE. SECTION 318 IS FURTHER MODIFIED TO THIS PURPOSE, SECTION 318 OF THE GADOT STANDARD SPECIFICATIONS IS MODIFIED TO PERMIT LOCAL TRAFFIC THROUGH THE CONSTRUCTION AREA DURING INCLEMENT WEATHER. WHEN USED FOR PLACEMENT SHALL BE USED AT THE ENGINEER'S DIRECTION TO FACILITATE THE MOVEMENT OF

26. AGGREGATE SURFACE COURSE FOR TEMPORARY DRIVEWAYS, INCLUDING MATERIAL, HAUL AND

25. A NOTICE OF INTENT IS REQUIRED ON THIS PROJECT.

APPROVAL.

GWINNETT COUNTY DEPARTMENT OF TRANSPORTATION'S OPERATIONS AND MAINTENANCE DIVISION FOR INSTALLATION, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER TO COORDINATE WITH

AND HANDICAP RAMPS. AFTER PRE-MARKING IS COMPLETE AND 72 HRS. IN ADVANCE OF

24. THE CONTRACTOR WILL BE RESPONSIBLE FOR PRE-MARKING ALL SIGNING, STRIPING, GUARDRAIL

DISTURBED AREA IS THE AREA THAT WILL BE CLEARED AND GRUBBED.)

ACRES. (THE TOTAL AREA IS THE TOTAL AREA OF THE RIGHT-OF-WAY AND EASEMENTS AND THE

2.20 ACRES AND THE EXPECTED DISTURBED AREA IS 3.4523. THIS PROJECT HAS A TOTAL AREA OF

THIS REQUIREMENT.

ESTIMATE. NO SEPARATE PAYMENT WILL BE MADE FOR ANY COSTS INCURRED TO COMPLY WITH

SHOWN AT SPECIFIC LOCATIONS IN THE PLANS AND HAVING SPECIFIC PAY ITEMS IN THE DETAILED OR REMOVED, OR REGRADING AS REQUIRED BY THE ENGINEER, EXCEPT FOR THOSE DRAINAGE ITEMS REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE BEEN DAMAGED

TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT NOT BE LIMITED TO,

22. THE CONTRACTOR SHALL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED AT ALL

161 OF THE STANDARD SPECIFICATIONS.

GRASSING, TEMPORARY MULCH SHALL BE USED AS DIRECTED BY THE ENGINEER. REFER TO SECTION THE SLOPES ARE ESTABLISHED IN ORDER TO REDUCE EROSION. IF THE SEASON DOES NOT PERMIT ALL CUT AND FILL SLOPES SHALL BE GRASSED AS DIRECTED BY THE ENGINEER IMMEDIATELY AFTER 21.

RADIUS) MAY BE MODIFIED AS DIRECTED BY THE ENGINEER.

IS BISECTED BY DRIVEWAYS, IF NECESSARY. THE EXACT TYPE OF RAMP (TERMINAL OR ON CURB HANDICAP RAMPS SHALL BE CONSTRUCTED AT ALL POINTS WHERE SIDEWALK TERMINATES AT CURB OR 20.

DETOURS SHALL BE INCLUDED IN THE PRICE BID FOR OTHER ITEMS.

CONSTRUCTION. THE COST OF DETOUR GRADING AND EARTHWORK OPERATIONS REQUIRED SOLELY FOR NO SEPARATE PAYMENT WILL BE MADE FOR EARTHWORK OPERATIONS REQUIRED FOR DETOUR 19.

ENGINEER PRIOR TO IMPLEMENTATION.

DEVIATION TO THE STAGE CONSTRUCTION PLANS, IF INCLUDED, SHALL BE APPROVED BY THE

CONTRACTOR'S STAGING PLAN MUST BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. ANY FOR GUIDANCE. THE CONTRACTOR MAY ELECT TO DESIGN HIS OWN STAGING PLAN. IF SO, THE PROJECT. CONSTRUCTION STAGING PLANS MAY BE INCLUDED IN THIS SET OF DRAWINGS AND ARE STAGED CONSTRUCTION MAY BE REQUIRED IN ORDER TO MAINTAIN TRAFFIC THROUGHOUT THE 18.

THE ENGINEER.

THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", CURRENT EDITION AND/OR AS DIRECTED BY CONSTRUCTION. ALL TEMPORARY SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH BARRICADES, CHANNELIZING DEVICES, ETC. REQUIRED FOR MAINTENANCE OF TRAFFIC DURING CONSTRUCTION, MAINTENANCE, AND REMOVAL OF TEMPORARY SIGNING AND PAVEMENT MARKINGS, PRICE BID FOR TRAFFIC CONTROL - LUMP SUM SHALL INCLUDE, BUT IS NOT LIMITED TO, 17.

OPERATIONS IN REGARDS TO MAINTENANCE OF TRAFFIC DURING CONSTRUCTION.

SPECIFICATIONS AND THE SPECIAL PROVISIONS FOR TRAFFIC CONTROL AND SEQUENCE OF

THE CONTRACTOR'S ATTENTION IS DIRECTED TO ARTICLES 104.05 AND 107.07 OF THE STANDARD 16.

ON ANY PAVEMENT NOT PROPERLY STRIPED.

TRAFFIC CONTROL DEVICES" OR AS DIRECTED BY THE ENGINEER. TRAFFIC SHALL NOT BE ALLOWED ALL REMAINING LINES OR MARKINGS SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM SATISFACTION OF THE ENGINEER SUCH THAT THE LINES DO NOT CONFUSE THE TRAVELING PUBLIC.

BEING USED ON CONSTRUCTION, THE CONTRACTOR SHALL REMOVE OR OVERLAY LINES TO THE

WHERE EXISTING PAVEMENT MARKINGS AND LINES ARE IN CONFLICT WITH THE TRAFFIC PATTERN 15.

CONTRACT ITEM, EXCEPT WHEN SAWING PCC CONCRETE PAVEMENT.

COSTS FOR SAWED JOINTS, WHEN REQUIRED, SHALL BE INCLUDED IN PRICE BID FOR OTHER

SAWED ON A LINE ESTABLISHED BY THE ENGINEER TO ENSURE PAVEMENT REMOVAL TO A NEAT LINE.

AN OVERLAY OR WHERE CURBING IS TO BE PLACED ACROSS A PAVED AREA, A JOINT SHALL BE AT LOCATIONS WHERE NEW PAVEMENT IS TO BE PLACED ADJACENT TO EXISTING PAVEMENT WITHOUT 14.

COMPLETE.

THE ENGINEER. COSTS FOR REMOVAL SHALL BE INCLUDED IN THE PRICE BID FOR GRADING

ALL EXISTING PIPE SHALL BE RETAINED UNLESS OTHERWISE NOTED ON PLANS OR AS DIRECTED BY 13.

FOR ANY COST INCURRED TO COMPLY WITH THIS REQUIREMENT.

REGULATIONS REGARDING PIPE INSTALLATION IN TRENCHES. NO SEPARATE PAYMENT WILL BE MADE

THE CONTRACTOR SHALL OBSERVE ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY 12.

SUBGRADE AS DIRECTED BY THE ENGINEER.

THE PERFORATED UNDERDRAIN SHALL BE PLACED IN AREAS WHERE WET CONDITIONS EXIST IN THE 11.

8" CONCRETE DRIVEWAY

COMMERCIAL - 8" CONCRETE VALLEY GUTTER

6" CONCRETE DRIVEWAY

RESIDENTIAL - 6" CONCRETE VALLEY GUTTER

CONCRETE DRIVES

NOTE: ASPHALT PAVING TO USE THE SAME ASPHALT MIX DESIGN AS THE ROADWAY.

10. (CON'T)

GRADED AGGREGATE BASE, 6".

INCL BITUM MATL & H LIME

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

BITUM MATERIAL & H LIME, 1.5".

COMMERCIAL - 165 LB/SY RECYCLED ASPHALTIC CONCRETE, 12.5 MM SUPERPAVE GP2 ONLY, INCL. POLY-MOD.

GRADED AGGREGATE BASE, 6".

BITUM MATERIAL & H LIME, 1.5".

RESIDENTIAL - 165 LB/SY RECYCLED ASPHALTIC CONCRETE, 12.5 MM SUPERPAVE GP2 ONLY, INCL. POLY-MOD.

ASPHALTIC DRIVES

DRIVES SHALL BE CONSTRUCTED USING:

PRIOR TO MAKING ANY REVISIONS TO LOCATION, WIDTH, AND/OR NUMBER OF DRIVES TO BE CONSTRUCTED.

THE TIE IN POINT, IF APPLICABLE. THE CONTRACTOR SHALL OBTAIN THE APPROVAL FROM THE ENGINEER DATA; THE CONTRACTOR SHALL CONSTRUCT DRIVEWAYS TO MATCH THE LOCATION OF EXISTING DRIVEWAYS AT NOTED OTHERWISE IN THE PLANS. EXISTING DRIVEWAY LOCATIONS ARE SHOWN FROM THE BEST AVAILABLE THROAT UNLESS NOTED OTHERWISE IN THE PLANS. COMMERCIAL DRIVES SHALL BE 24 FEET WIDE UNLESS CONCRETE AND ASPHALT FOR EARTH/GRAVEL DRIVES. RESIDENTIAL DRIVES SHALL BE 14 FEET WIDE AT THE CONCRETE. ALL OTHER DRIVEWAYS SHALL BE REPLACED AS FOLLOWS: ASPHALT FOR ASPHALT, CONCRETE FOR RIGHT OF WAY, WHICHEVER IS GREATER. ALL DRIVEWAYS OVER 11% IN GRADE SHALL BE PAVED WITH ALL DRIVEWAYS THAT ARE TO BE RECONSTRUCTED WILL BE PAVED BACK TO THE TIE IN POINT OR REQUIRED 10.

LOCATIONS AND DESCRIPTIONS OF MONUMENTS USED.

HORIZONTAL CONTROL IS BASED UPON GEORGIA STATE PLANE COORDINATE SYSTEM. SEE PLANS FOR9.

PROJECT AND DISPOSE OF ANY UNSUITABLE OR WASTE MATERIAL.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH SUITABLE BORROW MATERIAL FOR THE8.

SUB-SECTION 107.07 OF THE STANDARD SPECIFICATIONS.

INGRESS AND EGRESS SHALL BE MAINTAINED AT ALL TIMES TO ADJACENT PROPERTIES. REFER TO7.

RELIES ON THE AREA SHOWN ON THE PLANS.

AREA TO BE GRASSED. NO CLAIMS WILL BE CONSIDERED FOR EXTRA COMPENSATION IF THE CONTRACTOR GRASSING COMPLETE, LUMP SUM, AND IT SHALL BE HIS RESPONSIBILITY TO DETERMINE THE ACTUAL TRANSPORTATION ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. THE CONTRACTOR SHALL BID ON THE TOTAL AREA SHOWN ON THE PLANS FOR GRASSING IS FOR INFORMATION ONLY. THE DEPARTMENT OF6.

CONTROL SHALL BE INCLUDED IN PRICE BID FOR GRADING COMPLETE - LUMP SUM.

DUST FORMATION MUST BE PERIODICALLY WATERED, SUFFICIENT TO RETARD DUST. ALL COSTS FOR DUST THE CONTRACTOR SHALL STRICTLY ADHERE TO DUST CONTROL REGULATIONS. ALL AREAS SUBJECTED TO5.

GRADING COMPLETE - LUMP SUM.

BE REMOVED WHICH DO NOT HAVE A SEPARATE PAY ITEM SHALL BE INCLUDED IN PRICE BID FOR COMPENSATION IF THE CONTRACTOR RELIES ON THE ACRES SHOWN ON THE PLANS. COSTS FOR ITEMS TO THE ACTUAL ACRES TO BE CLEARED AND GRUBBED. NO CLAIMS WILL BE CONSIDERED FOR EXTRA SHALL BID ON GRADING COMPLETE - LUMP SUM AND IT SHALL BE HIS RESPONSIBILITY TO DETERMINE THE DEPARTMENT OF TRANSPORTATION ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. THE CONTRACTOR THE TOTAL ACREAGE SHOWN ON THE PLANS FOR CLEARING AND GRUBBING ARE FOR INFORMATION ONLY. 4.

THE FOLLOWING UTILITIES HAVE FACILITIES IN THE PROJECT AREA:

THE GAUPC.COM WEB SITE.

CALLED TO SUB-SECTION 105.06 "COOPERATION WITH UTILITIES". MORE INFORMATION CAN BE FOUND AT PURPOSE OF COORDINATING THE MARKING OF UNDERGROUND UTILITIES. THE CONTRACTOR'S ATTENTION IS BE REQUIRED TO USE THE ONE-CALL CENTER TELEPHONE NUMBER, 811 OR 1-800-282-7411, FOR THE UTILITY WORK COORDINATION WILL BE REQUIRED AS A PART OF THIS CONTRACT. THE CONTRACTOR SHALL3.

ADVANCE OF HIS WORK.

ITEMS IN THE DETAILED ESTIMATE ARE TO BE REMOVED OR RELOCATED TO CLEAR CONSTRUCTION IN UTILITY FACILITIES WHICH ARE IN CONFLICT WITH CONSTRUCTION AND ARE NOT COVERED AS SPECIFIC EXISTS ON THE HIGHWAY PROJECT IN ITS ORIGINAL, RELOCATED, OR NEWLY INSTALLED POSITION. ALL RESPONSIBILITY UNDER THIS REQUIREMENT. "EXISTING UTILITY FACILITIES" MEANS ANY UTILITY THAT UNKNOWN FACILITIES NOT SHOWN ON HIGHWAY PLANS WILL NOT RELIEVE THE CONTRACTOR OF HIS ACCURATE IN LOCATION AS TO PLAN OR ELEVATION. UTILITY FACILITIES SUCH AS SERVICE LINES OR ALL KNOWN UTILITY FACILITIES ARE SHOWN SCHEMATICALLY ON HIGHWAY PLANS, AND ARE NOT NECESSARILY2.

AND SUPPLEMENTAL SPECIFICATIONS, CURRENT EDITION.

ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION STANDARD1.

UTILITY LOCATION DETERMINED VIA SUE INVESTIGATION (QL-B)

MOUNTABLE AREAS; USE FEDERAL COLOR CODE #30266 OR #33446 FOR NON-MOUNTABLE AREAS.

42. FOR CONCRETE COLORING AT ROUNDABOUTS, USE FEDERAL COLOR CODE #30108 OR #30152 FOR

AND INFORM TRAFFIC OPERATIONS – TMC, AT ROUNDABOUTS@DOT.GA.GOV.

TRAVELING PUBLIC OF THE UPCOMING CHANGE USING PORTABLE CHANGEABLE MESSAGE SIGNS

41. TWO (2) WEEKS PRIOR TO OPENING THE ROUNDABOUT, THE CONTRACTOR SHALL INFORM THE

COST TO THE DEPARTMENT.

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

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

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

THERTO FOR ADDITIONAL INFORMATION.

ENGINEERED FILL. SEE SECTION 201 OF THE STANDARD SPECIFICATION AND SUPPLEMENTS

PERMITTED SOLID WASTE FACILITY, A PERMITTED INERT WASTE LANDFILL OR IN AN

MATERIAL DISPOSED OUTSIDE THE PROJECT RIGHT OF WAY SHALL BE PLACED IN EITHER A

PRIOR TO CONSTRUCTION ACTIVITIES OCCURING IN THEM. ALL COMMON FILL OR EXCESS

39. ALL BORROW AND WASTE SITES FOR THIS PROJECT SHALL BE ENVIRONMENTALLY APPROVE

38. REMOVE ALL SIGNS THAT ARE REDUNDANT TO OR IN CONFLICT WITH THE PROPOSED SIGNS.

ITEM COST FOR NO. 700-0200 GRASSING COMPLETE LUMP SUM.

ADJACENT LAWN. THE TOTAL COST OF THIS REQUIREMENT SHALL BE INCLUDED IN THE BID

BE REQUIRED TO MATCH ANY TYPE OF GRASS OR SOD THAT IS PLANTED OR GROWING ON THE

37. GRASS SOD SHALL BE USED FOR ALL AREAS REQUIRING GRASS. THE GRASS SOD USED SHALL

NEED FOR TEMPORARY SHORING, WHAT IS SHOWN IS FOR INFORMATIONAL PURPOSES ONLY.

BE MEASURED FOR PAYMENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE

36. ALL TEMPORARY SHORING WILL BE CONSIDERED INCIDENTAL TO GRADING COMPLETE AND WON'T

GRADING COMPLETE - LUMP SUM.

SIDEWALK. THE COST OF THIS WORK TO BE INCLUDED IN THE PAY ITEM NO. 210-0100-

35. TRIM ALL TREE LIMBS TO PROVIDE AN 8' VERTICAL CLEARANCE ABOVE THE PROPOSED

HAVE A MINIMUM OF 48 INCHES OF COVER.

34. UNLESS OTHERWISE SPECIFIED OR DIRECTED BY THE INSPECTOR, ALL WATER LINES SHALL

AT LEAST 24 HOURS APART.

WATER SPECIFICATIONS, REQUIRES TWO CONSECUTIVE SETS OF ACCEPTABLE SAMPLES, TAKEN

33. CHEMICAL AND BACTERIOLOGICAL TESTING, AS REQUIRED IN SEC. 33 11 13.05 OF THE

ANY COST INCURRED TO COMPLY WITH THIS REQUIREMENT.

SOD FOR BERMUDA SOD, ZOYSIA FOR ZOYSIA, ETC. NO SEPARATE PAYMENT WILL BE MADE FOR

GRASS OR SOD WHICH MAY BE PLANTED AND GROWING ON THE ADJACENT LAWN, I.E. BERMUDA

32. TYPE OF GRASS OR SOD USED ON THIS PROJECT WILL BE REQUIRED TO MATCH ANY TYPE OF

WILL BE INCLUDED IN THE PRICE BID FOR OTHER CONTRACT ITEMS.

31. CONSTRUCTION LAYOUT WILL BE REQUIRED BY THE CONTRACTOR. ALL COST FOR THIS ITEM

DISTURBED.

30. ORANGE BARRIER FENCE SHALL BE ADDED AROUND ALL TREES THAT ARE NOT TO BE

CONSTRUCTION ADJACENT TO WATERWAYS AND MAINTAIN WATER QUALITY.

OBTAIN AND ABIDE BY ALL CORPS OF ENGINEERS RULES AND REGULATIONS CONCERNING

RESPONSIBLE FOR KEEPING WETLAND AREAS FREE FROM SILTATION. THE CONTRACTOR SHALL

FOR EROSION AND SEDIMENT CONTROL BY G.S.W.C.C. THE CONTRACTOR SHALL BE

SEE THE GADOT STANDARD SPECIFICATIONS REGARDING EROSION CONTROL AND THE MANUAL

DEVICES SHALL BE PLACED ACCORDING TO THE PLANS AND AS DIRECTED BY THE ENGINEER.

BE PLACED IMMEDIATELY AFTER DRAINAGE STRUCTURES ARE IN PLACE. ALL EROSION CONTROL

FENCE THAT IS NOT SATISFACTORY. EROSION CONTROL CHECK DAMS OR FILTER RINGS SHALL

RESPONSIBILITY TO MAINTAIN ALL SILT FENCES AND TO REPAIR OR REPLACE ANY SILT

SHALL BE DONE UNTIL SILT FENCE INSTALLATION IS COMPLETE. IT IS THE CONTRACTOR'S

29. ALL SILT FENCES MUST BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING

DIRECTED BY THE ENGINEER.

DEVICES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION OR AS

AND SHALL BE MAINTAINED AT ALL TIMES. ADDITIONAL EROSION AND SEDIMENT CONTROL

28. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE ACTIVITIES

SMOOTHLY WITH THE EXISTING DRAINAGE STRUCTURES.

SIDEWALK IS TO BE CONSTRUCTED; THE SIDEWALK SLOPE SHALL BE ADJUSTED TO TIE IN

27. ALL AREAS WHERE THERE ARE EXISTING CATCH BASINS OR DRAINAGE INLETS WHERE THE

D. CRUSHED STONE, ARTICLE 806.2.01

803.2.01 OR 803.2.02

C. STABILIZED AGGREGATE, TYPE I OR II, SECTION

B. COURSE AGGREGATE, SIZE 467, ARTICLE 800.2.01

A. GRADED AGGREGATE, ARTICLE 815.2.01

26. (CONT'D)

GENERAL NOTES

04-0001

INTERSECTION IMPROVEMENTS

SR 166 @ CHAPEL HILL ROAD

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

4/3/2026

Adan.Gonzalez

GPLOT-ORD

0020661_04.dgn

1:54:27 PM

COUNTY

DOUGLAS

STATE

GA

P.I. No.

D G pH

RESISTIVITY

>6

>10000

NOTES

1. ALLOWABLE MATERIALS ARE INDICATED BY AN "X".

SPECIFICATIONS

WILL BE IN ACCORDANCE WITH GEORGIA STANDARD 1030-D OR 1030-P AND THE STANDARD

2. STRUCTURAL, INSTALLATION, FILL HEIGHT AND BACKFILL REQUIREMENTS OF STORM DRAIN PIPE

MATERIAL OTHER THAN CONCRETE IS SELECTED.

3. THE CONTRACTOR SHALL PROVIDE ADDITIONAL STORM SEWER CAPACITY CALCULATIONS IF A PIPE

BACKFILL, OR WITHIN FIVE FEET OF AN MSE WALL FACE SHALL BE CLASS V CONCRETE PIPE.

4. PIPE USED UNDER MECHANICALLY STABILIZED EARTH (MSE) WALLS, WITHIN MSE WALL

GENERAL NOTES

INTERSECTION IMPROVEMENTS

SR 166 @ CHAPEL HILL ROAD

04-0002

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

4/3/2026

Adan.Gonzalez

GPLOT-ORD

1:54:35 PM

DOUGLAS

STATE

GA

P.I. No.

D

G

GENERAL NOTES

SR 166 @ CHAPEL HILL ROAD

04-0003

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

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

TO THE BOTTOM OF THE SIGN OR ASSEMBLY.

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

3b. R5-1 "DO NOT ENTER" SIGNS ALONG FREEWAY OR INTERSTATE EXIT RAMPS SHALL BE

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

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

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

3a. ALL STANDARD HIGHWAY SIGNS EXCEPT AS PROVIDED FOR IN #3B SHALL BE ERECTED

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

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

4/3/2026

Adan.Gonzalez

GPLOT-ORD

1:54:36 PM

DOUGLAS

STATE

GA

P.I. No.

D G

REQUIRED PAVEMENT

A

B

C

D GR AGGR BASE CRS, 12 INCH, INCL MATL

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (220 LB/SQ YD) @ 2 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (330 LB/SQ YD) @ 3 IN

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL POLY-MOD. BITUM MATL & H LIME (165 LB/SQ YD) @ 1.5 IN

E

F RECYCLED ASPH CONC LEVELING, INCL BITUM MATL & H LIME

VARIABLE DEPTH MILLING, AS REQUIREDG

I

J CONCRETE HEADER CURB, 4 IN, TP 1

K

CONC SIDEWALK, 4 IN (USE 8 IN AT ROUNDABOUT CIRCULAR ROADWAY AND PEDESTRIAN RAMPS)

L

SODM

18 INCH TYPE II PAVEMENT REINFORCEMENT FABRICN

CONCRETE CURB & GUTTER, 8 IN X 30 IN, TP 2

CONCRETE MEDIAN WITH TP 7 CURB FACE, 7½ IN. FEDERAL COLOR CODE #30266

PLAIN PC CONCRETE PVMT CL 3 CONCRETE, 10 IN STAMP AND COLORED WITH MONOLITHIC TYPE 9 CURB, 4 INCHES. FEDERAL COLOR CODE 30108

DOWEL INTEGRAL CONCRETE MEDIAN WITH CONCRETE HEADER CURB, 4 IN, TP 9. FEDERAL COLOR CODE #30108

GR AGGR BASE CRS, 10 INCH, INCL MATL

O

P SAFETY PAVEMENT EDGE, CONSTRUCTION DETAIL P-7

SHOULDER RUMBLE STRIPS: NON-FREEWAY, SEE GA DET T-31 & T-32Q

CONCRETE CURB & GUTTER, 8 IN X 32 IN, TP 9R

S PLAIN PC CONCRETE PVMT CL 3 CONCRETE, 10 IN STAMP AND COLORED FEDERAL COLOR CODE 30108

TYPICAL SECTIONS

05-0001

INTERSECTION IMPROVEMENTS

SR 166 @ CHAPEL HILL ROAD

0020661

COUNTY

DOUGLAS

STATE

GA

NOT TO SCALE

Profile Grade

CL

VARIES

Travel Lane

TYPICAL SECTION NO. 1

Existing Lane

Shoulder Paved

4'-0"

12'-0" 10'-0"

Shoulder

VARIES

Travel Lane

Shoulder Paved

4'-0"

12'-0"10'-0"

Shoulder

0'-0" to 9'-3"

Splitter Island

Varies

2'-0"2'-0"

Profile Grade

CL

VARIES

Travel Lane

TYPICAL SECTION NO. 2

12'-0" to 16'-0"9'-3" to 31'-3"

Splitter Island

Varies

2'-0"

Varies

2%

2'-6"

6"

2%

2'-6"

6"

Travel Lane

12'-0" to 16'-0"

Varies

VARIES

2'-0"

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.

Widening Existing Pavement

Varies

0'-0" to 41'-3"

Varies

0'-0" to 41'-3"

4:

MAX2:1 MAX

4'-0"

10'-0"

Shoulder

4:1 MAX

10'-0"

Shoulder

STA. 102+00.00 TO STA. 104+00.00

SR 166

STA. 104+00.00 TO STA. 104+90.00

SR 166

A

B

C

D

A

B

C

D

F GOR

OO

NM M

MM

H

H

A

B

C

D

N

PP

Varies

Q Q

6%

4:

MAX2:1 MAX

4'-0"

Varies

6%

4:1 MAX

O

10'-0"

Shoulder

4:1 MAX

M

2%VARIES

Travel Lane

12'-0" to 16'-0"

Varies

2'-6"

6"

A

F GOR

Existing Lane

STA. 103+50.00 to STA. 104+00.00

SR 166

URBAN SHOULDER INSET

H

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

4/3/2026

Adan.Gonzalez

GPLOT-ORD

0020661_05.dgn

1:54:42 PM

G

B

C

D GR AGGR BASE CRS, 12 INCH, INCL MATL

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (220 LB/SQ YD) @ 2 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (330 LB/SQ YD) @ 3 IN

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL POLY-MOD. BITUM MATL & H LIME (165 LB/SQ YD) @ 1.5 IN

E

F RECYCLED ASPH CONC LEVELING, INCL BITUM MATL & H LIME

VARIABLE DEPTH MILLING, AS REQUIREDG

I

J CONCRETE HEADER CURB, 4 IN, TP 1

K

CONC SIDEWALK, 8 IN

L

SODM

18 INCH TYPE II PAVEMENT REINFORCEMENT FABRICN

CONCRETE CURB & GUTTER, 8 IN X 30 IN, TP 2

CONCRETE MEDIAN WITH TP 7 CURB FACE, 7½ IN. FEDERAL COLOR CODE #30266

PLAIN PC CONCRETE PVMT CL 3 CONCRETE, 10 IN STAMP AND COLORED WITH MONOLITHIC TYPE 9 CURB, 4 INCHES. FEDERAL COLOR CODE 30108

DOWEL INTEGRAL CONCRETE MEDIAN WITH CONCRETE HEADER CURB, 4 IN, TP 9. FEDERAL COLOR CODE #30108

GR AGGR BASE CRS, 10 INCH, INCL MATL

O

P SAFETY PAVEMENT EDGE, CONSTRUCTION DETAIL P-7

SHOULDER RUMBLE STRIPS: NON-FREEWAY, SEE GA DET T-31 & T-32Q

CONCRETE CURB & GUTTER, 8 IN X 32 IN, TP 9R

S PLAIN PC CONCRETE PVMT CL 3 CONCRETE, 10 IN STAMP AND COLORED FEDERAL COLOR CODE 30108

TYPICAL SECTIONS

05-0002

INTERSECTION IMPROVEMENTS

SR 166 @ CHAPEL HILL ROAD

0020661

COUNTY

DOUGLAS

STATE

GA

NOT TO SCALE

Profile Grade

CL

VARIES

Travel Lane

TYPICAL SECTION NO. 3

12'-0" to 16'-0"3'-0" to 41'-9"

Splitter Island

Varies

2'-0"

Varies

5'-0"

2%

2'-6"

6"

2'-0"2'-6"

4:1 MAX

Travel Lane

12'-0" to 16'-0"

Varies

VARIES

2'-0"

Profile Grade

CL

VARIES

Travel Lane

TYPICAL SECTION NO. 4

Existing Lane

Shoulder Paved

4'-0"

12'-0" 10'-0"

Shoulder

3'-0" to

0'-0"

VARIES

Travel Lane

Existing Lane

Shoulder Paved

4'-0"

12'-0"10'-0"

Shoulder

Varies

11'-6"

Shoulder

STA. 201+00.00 TO STA. 202+00.00

SR 166

STA. 202+00.00 TO STA. 202+75.00

SR 166

A

B

C

D

F GOR

O

I

NN

M M

M

H

F GOR

P P

Q Q

4:

MAX2:1 MAX

4'-0"

Varies

6% 6%

4:1 MAX

M

H

201+00 TO 201+40

SIDEWALK

5'-0"

2%

6"

2'-0"

I

R

4:

MAX

Shoulder

M

2'-0"

Varies

0'-0" to 8'-0"

Truck Apron Outer

M

2'-0"

Varies

0'-0" to 16'-0"

S

J

2:1 MAX

4'-0"

Varies

201+00 TO 201+40

SIDEWALK

J

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

4/3/2026

Adan.Gonzalez

GPLOT-ORD

1:54:43 PM

G

B

C

D GR AGGR BASE CRS, 12 INCH, INCL MATL

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (220 LB/SQ YD) @ 2 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (330 LB/SQ YD) @ 3 IN

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL POLY-MOD. BITUM MATL & H LIME (165 LB/SQ YD) @ 1.5 IN

E

F RECYCLED ASPH CONC LEVELING, INCL BITUM MATL & H LIME

VARIABLE DEPTH MILLING, AS REQUIREDG

I

J CONCRETE HEADER CURB, 4 IN, TP 1

K

CONC SIDEWALK, 4 IN (USE 8 IN AT ROUNDABOUT CIRCULAR ROADWAY AND PEDESTRIAN RAMPS)

L

SODM

18 INCH TYPE II PAVEMENT REINFORCEMENT FABRICN

CONCRETE CURB & GUTTER, 8 IN X 30 IN, TP 2

CONCRETE MEDIAN WITH TP 7 CURB FACE, 7½ IN. FEDERAL COLOR CODE #30266

PLAIN PC CONCRETE PVMT CL 3 CONCRETE, 10 IN STAMP AND COLORED WITH MONOLITHIC TYPE 9 CURB, 4 INCHES. FEDERAL COLOR CODE 30108

DOWEL INTEGRAL CONCRETE MEDIAN WITH CONCRETE HEADER CURB, 4 IN, TP 9. FEDERAL COLOR CODE #30108

GR AGGR BASE CRS, 10 INCH, INCL MATL

O

P SAFETY PAVEMENT EDGE, CONSTRUCTION DETAIL P-7

SHOULDER RUMBLE STRIPS: NON-FREEWAY, SEE GA DET T-31 & T-32Q

CONCRETE CURB & GUTTER, 8 IN X 32 IN, TP 9R

S PLAIN PC CONCRETE PVMT CL 3 CONCRETE, 10 IN STAMP AND COLORED FEDERAL COLOR CODE 30108

TYPICAL SECTIONS

05-0003

INTERSECTION IMPROVEMENTS

SR 166 @ CHAPEL HILL ROAD

0020661

COUNTY

DOUGLAS

STATE

GA

NOT TO SCALE

Profile Grade

CL

VARIES

Travel Lane

TYPICAL SECTION NO. 6

Existing Lane

Shoulder Paved

4'-0"

12'-0" 10'-0"

Shoulder

5'-3" to

0'-0"

VARIES

Travel Lane

Existing Lane

Shoulder Paved

4'-0"

12'-0"10'-0"

Shoulder

Varies

Profile Grade

CL

VARIES

Travel Lane

TYPICAL SECTION NO. 5

12'-0" to 16'-0"9'-3" to 35'-6"

Splitter Island

Varies

2'-0"

Varies

2%

2'-6"

6"

2%

2'-6"

6"

Travel Lane

12'-0" to 16'-0"

Varies

VARIES

2'-0"

NO SCALE

CLASS "B" CONCRETE BASE FOR PAVEMENT WIDENING

Item Code 500-9999 - CY Unit of Measure

CLASS "B" CONCRETE BASE FOR WIDENING DETAIL

be placed in lieu of the paving between the GAB and surface courses specified by the typical section.

top of the GAB and the bottom of the surface course is 5 inches or greater, Class B concrete shall Where GAB is required under the new Curb and Gutter and the depth of proposed paving between the Case 1:

whichever is greater.

base course, the bottom of the Base specified by the typical section, or to a depth of 6 inches:

be placed beneath the proposed surface course to the depth of either the bottom of the existing the top of the Base and the bottom of the surface course is less than 5 inches, Class B concrete shall Where GAB is not required under the new Curb and Gutter and/or the depth of proposed paving between Case 2:

new Curb and Gutter <= 5.0' 0.0' < Width of excavation to

Case 2 Case 1

Case 2 Case 1

Pavement Existing

Course Surface

6" minimum

5" minimum

Base existing Bottom of

Concrete Class B

Class B Concrete by Typical Section when required Proposed GAB

4:

MAX2:1 MAX

4'-0"

10'-0"

Shoulder

10'-0"

Shoulder

4:1 MAX

STA. 300+91.00 TO STA. 302+50.00

Chapel Hill Road

STA. 302+50.00 TO STA. 303+70.00

Chapel Hill Road

A

B

C

E

A

B

C

E

GF OR

H

0O

N

N

M M

M

M

P P

Varies

Q Q

4:

MAX2:1 MAX

4'-0"

Varies

6% 6%

4:1 MAX

H

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

4/3/2026

Adan.Gonzalez

GPLOT-ORD

1:54:44 PM

G

B

C

D GR AGGR BASE CRS, 12 INCH, INCL MATL

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (220 LB/SQ YD) @ 2 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (330 LB/SQ YD) @ 3 IN

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL POLY-MOD. BITUM MATL & H LIME (165 LB/SQ YD) @ 1.5 IN

E

F RECYCLED ASPH CONC LEVELING, INCL BITUM MATL & H LIME

VARIABLE DEPTH MILLING, AS REQUIREDG

I

J CONCRETE HEADER CURB, 4 IN, TP 1

K

CONC SIDEWALK, 4 IN (USE 8 IN AT ROUNDABOUT CIRCULAR ROADWAY AND PEDESTRIAN RAMPS)

L

SODM

18 INCH TYPE II PAVEMENT REINFORCEMENT FABRICN

CONCRETE CURB & GUTTER, 8 IN X 30 IN, TP 2

CONCRETE MEDIAN WITH TP 7 CURB FACE, 7½ IN. FEDERAL COLOR CODE #30266

PLAIN PC CONCRETE PVMT CL 3 CONCRETE, 10 IN STAMP AND COLORED WITH MONOLITHIC TYPE 9 CURB, 4 INCHES. FEDERAL COLOR CODE 30108

DOWEL INTEGRAL CONCRETE MEDIAN WITH CONCRETE HEADER CURB, 4 IN, TP 9. FEDERAL COLOR CODE #30108

GR AGGR BASE CRS, 10 INCH, INCL MATL

O

P SAFETY PAVEMENT EDGE, CONSTRUCTION DETAIL P-7

SHOULDER RUMBLE STRIPS: NON-FREEWAY, SEE GA DET T-31 & T-32Q

CONCRETE CURB & GUTTER, 8 IN X 32 IN, TP 9R

S PLAIN PC CONCRETE PVMT CL 3 CONCRETE, 10 IN STAMP AND COLORED FEDERAL COLOR CODE 30108

TYPICAL SECTIONS

05-0004

INTERSECTION IMPROVEMENTS

SR 166 @ CHAPEL HILL ROAD

0020661

COUNTY

DOUGLAS

STATE

GA

NOT TO SCALE

VARIES

5'-0"

2%

2'-6"

6"

2'-0"

18'-0"

Roundabout Lane

0'-8"0'-6"

18'-0"

Truck Apron

6"

29'-0"

Roundabout Center Island

Slope between 10:1 and 6:1 2%

A

B

C

D

I

O

4:1 MAX

11'-6"

Shoulder

M

L

E

J

TYPICAL SECTION NO. 7

SEE GDOT DETAL RA-1 FOR ROUNDABOUT LOW MAINTENANCE LANDSCAPING

STA. 400+00.00 TO STA. 402+95.31

ROUNDABOUT

ALLOWABLE RANGES TABLE

FOR THIS PROJECT, CROSS SLOPES THAT ARE ADJUSTED TO "BEST FIT"

EXISTING PAVEMENT SLOPES ARE SUBJECT TO THE FOLLOWING LIMITS:

A. NORMAL CROWN

B. SUPERELEVATION RATE

S.E. RATE SHOWN ON PLANS OR SE RATE EXISTING IN FIELD,

WHICHEVER IS GREATER.

C. SUPERELEVATION TRANSITION LENGTH (LENGTH FROM FLAT POINT TO FULL SE)

MINIMUM 1:150 0.67%

DESIRABLE 1:200 0.50%

MAXIMUM 1:300 0.33%

LENGTH SHALL BE SET TO AVOID CREATING A FLAT GUTTER GRADE

ON LOW SIDE AND TO AVOID FLAT CROSS SLOPES AT OR NEAR THE

LOW POINT OF VERTICAL CURVES.

D. POSITIONING OF SUPERELEVATION TRANSITION LENGTH ON SIMPLE CURVES

50% OF TRANSITION INSIDE CURVE - MAXIMUM

33% OF TRANSITION INSIDE CURVE - DESIRABLE

20% OF TRANSITION INSIDE CURVE - MINIMUM

NOTE: CROWN WIPE-OUT SHALL BE AT THE SAME RATE AS THE SE TRANSITION.

E. SMOOTHING OF BREAKS IN EDGE PROFILE AT BEGIN AND END OF TRANSITION

SHALL BE ACCOMPLISHED BY VERTICAL CURVE WITH A MINIMUM LENGTH

(IN FEET) EQUAL TO THE SPEED DESIGN (IN MPH).

SECTION WITH GRADES SECTION WITH GRADES

0.5% OR GREATER LESS THAN 0.5%

0.0150 FT/FT - MINIMUM 0.0156 FT/FT - MINIMUM

0.0208 FT/FT - DESIRABLE 0.0208 FT/FT - DESIRABLE

0.0250 FT/FT - MAXIMUM 0.0300 FT/FT - MAXIMUM

RATE OF CORRESPONDING DIFFERENCE IN

CHANGE GRADE BETWEEN PIVOT POINT

AND EDGE OF PAVEMENT

K

2'-0"

H

M

CL

Profile Grade

TYPICAL SECTION NO. 8

SEE PLANS FOR LOCATION

OUTER TRUCK APRON

5'-0"

2%

6"

2'-0"

I

R

4:1 MAX

Shoulder

M

2'-0"

Varies

0'-0" to 8'-0"

Truck Apron Outer

M

2'-0"

Varies

0'-0" to 16'-0"

S

J

J

P.I. No.

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

4/3/2026

Adan.Gonzalez

GPLOT-ORD

1:54:44 PM

G

LUMP SUM

TRAFFIC CONTROL

PI #0020661

LUMP SUM

GRADING COMPLETE

PI #0020661

LOCATION

DRAINAGE ITEMS

N U

M B

E R

S T

R U

C T

U R

E

D R

O P

I N

L E

T G

P

CY

B-3

B-2

A-4.1

IN

C

L R

E

IN

F S

T E

E L

C L

A S

S B

C O

N C

R E

T E

A-4

A-2 104+70.49, 30.34' LT

301+00.00, 53.80' LT

104+87.32, 64.09' RT

200+43.28, 73.27' RT

B-1 200+60.57, 69.67' RT

C-3 310+00.00, 18.23' RT

EA LFEA

I N

H

S

ID

E D

R A

IN

P

IP

E

LF

T

P A

D D

'L D

E P

T H

C L

S T

O R

M S

E W

E R

M A

N H

O

P

C

L

S T

O R

M S

E W

E R

M A

N H

O

EA

301+04.23, 46.26' RTC-2

EA

S

ID

E D

R A

IN

:1

S L

O P

E

S A

F E

T Y

E N

D S

E C

T

IO

N

I

N

IN

P

IP

E

C

L A

S S

I

II

S T

O R

M D

R A

IN

P

IP

E

IN

IP

E

C

L A

S S

I

II

S T

O R

M D

R A

IN

P

IP

E

LF LF

S

ID

E D

R A

IN

:1

S L

O P

E

S A

F E

T Y

E N

D S

E C

T

IO

N

I

N

200+69.12, 90.76' RTB-0

23 1

14 1

16 1

1 1.65

16 1

A-1 104+58.32, 48.68' RT

A-0 104+53.36, 88.99' RT

LOCATION

SUMMARY OF CONCRETE QUANTITIES

LF

103+50.00, 12.24 RT

SY

/2 I

N

C O

N C

M

E D

IA

N

I N

X

I

N

T P

C O

N C

C U

R B

G

U T

T E

R

N T

P

C O

N C

H E

A D

E R

C U

R B

LF

I

N

C O

N C

S

ID

E W

A L

K

SY

104+00.00, 18.52 LT

104+27.60 CT

104+47.13, 27.74' RT

104+57.37, 20.88' LT

104+77.22, 9.60' RT

200+35.80, 7.76 RT (RAB)

201+11.08, 9.66 RT

201+38.89, 17.86' LT

201+50.00, 6.04' RT

301+08.24, 11.05' LT

301+63.94, 3.90' LT

320+50.00, 13.70' RT

TOTAL 984 293 288

LOCATION

SUMMARY OF DRIVEWAY QUANTITIES

FEET

103+35.00, LT

TON

I

N T

H

IC

K

D R

IV

E

W A

Y C

O N

C R

E T

E

W

ID

T H

A R

E A

SQ. YD

C R

S

IN

C L

M

A T

'L

G R

A G

G R

B A

S E

A G

G R

S U

R F

A C

E C

S

TON TON

1014 0154 20

301+13.13, 65.43' LT

A-3 104+73.35, 45.74' LT

S L

O P

E

IN

S T

O R

M D

R A

IN

:1

F E

T Y

E N

D S

E C

T

IO

N

1 5.67

38 1 1103+35.00, 34.80' LT

LF

I

N T

P

C O

N C

H E

A D

E R

C U

R B

D O

W E

L I

N T

O M

E D

IA

N

W

IT

EA

C O

N C

S P

IL

L

W A

Y

T P

TOTAL 101 90 5 2 8.32 38 1 123 1

202+00.00, 14.01' RTD-1

T P

C

L

S T

O R

M S

E W

E R

M A

N H

O

A

D D

'L D

E P

T H

C L

S T

O R

M S

E W

E R

M A

N H

O

EA EA

SUMMARY QUANTITIES

SUMMARY OF QUANTITIES

06-0001 06-

INTERSECTION IMPROVEMENTS

SR 166 @ CHAPEL HILL ROAD

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

4/3/2026

Adan.Gonzalez

GPLOT-ORD

0020661_06.dgn

3:44:37 PM

COUNTY

DOUGLAS

STATE

GA

P.I. No.

D

G

SR 166 @ CHAPEL HILL ROAD

SUMMARY QUANTITIES

06-0002

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

4/3/2026

Adan.Gonzalez

GPLOT-ORD

3:44:38 PM

DOUGLAS

STATE

GA

P.I. No.

D

G

SR 166 @ CHAPEL HILL ROAD

SUMMARY QUANTITIES

06-0003

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

4/3/2026

Adan.Gonzalez

GPLOT-ORD

3:44:39 PM

OUGLAS OUC NTY

E O G I AR

0020661

COUNTY

DOUGLAS

STATE

GA

MEMORIAL HIGHWAY

SR 166/DUNCAN

MEMORIAL HIGHWAY

SR 166/DUNCAN

C H

A P

E L

H

IL

L R

O A

D

TRAFFIC DIAGRAM

10-0001www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 2160 Satellite Blvd, Suite 130

N

2023 AADT = 000

EXISTING

NTSAT CHAPEL HILL ROAD

SR 166/DUNCAN MEMORIAL HIGHWAY

DOUGLAS COUNTY

DOUGLAS

COMB = 1.0%

SU = 3.0%

T = 4.0%

SR 166/DUNCAN MEMORIAL HIGHWAY

COMB = 1.0%

SU = 2.0%

T = 3.0%

SR 166/DUNCAN MEMORIAL HIGHWAY

COMB = 0.5%

SU = 2.0%

T = 2.5%

CHAPEL HILL ROAD

REVISION DATES

DRAWING No.

DEPARTMENT OF TRANSPORTATION

DOUGLAS COUNTY

2/11/2026

Adan.Gonzalez

GPLOT-ORD

gplotborder-ORD-PO.tbl

0020661_10.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS

OFFICE:

AT CHAPEL HILL ROAD

SR 166/DUNCAN MEMORIAL HIGHWAY

4:58:58 PM

STATE

09/17/2015

GPLNOLD

C H

A P

E L

H

IL

L R

O A

D

MEMORIAL HIGHWAY

SR 166/DUNCAN

TRAFFIC DIAGRAM

10-0002www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 2160 Satellite Blvd, Suite 130 NTS

2023 AM DHV = 000

2023 PM DHV = (000)

EXISTING

COMB = (1.0%) 1.0%

SU = (1.0%) 2.0%

T = (2.0%) 3.0%

SR 166/DUNCAN MEMORIAL HIGHWAY

COMB = (0.5%) 0.5%

SU = (0.5%) 2.0%

T = (1.0%) 2.5%

CHAPEL HILL ROAD

COMB = (1.0%) 1.0%

SU = (2.0%) 2.5%

T = (3.0%) 3.5%

SR 166/DUNCAN MEMORIAL HIGHWAY

COUNTY

DOUGLAS

N

AT CHAPEL HILL ROAD

SR 166/DUNCAN MEMORIAL HIGHWAY

DOUGLAS COUNTY

(340)

(375)

(40)

(110)

(150)

(740)

(340)

(230)

(265)

(440)

(400)

DOUGLAS COUNTY

2/11/2026

Adan.Gonzalez

GPLOT-ORD

5:01:25 PM

(35)

C H

A P

E L

H

IL

L R

O A

D

MEMORIAL HIGHWAY

SR 166/DUNCAN

TRAFFIC DIAGRAM

10-0003www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 2160 Satellite Blvd, Suite 130 NTS

COUNTY

DOUGLAS

N

(4175)

(4175)

(3325)

(3425)

(8400)

(7800)

2026 AADT = 000

2046 AADT = (000)

NO-BUILD = BUILD

AT CHAPEL HILL ROAD

SR 166/DUNCAN MEMORIAL HIGHWAY

DOUGLAS COUNTY

(4475)

(750)

(5225)

(850)

(5825)

(4975)

DOUGLAS COUNTY

2/11/2026

Adan.Gonzalez

GPLOT-ORD

5:29:29 PM

SU = 3.0%

T = 4.0%

SR 166/DUNCAN MEMORIAL HIGHWAY

COMB = 1.0%

SU = 2.0%

T = 3.0%

SR 166/DUNCAN MEMORIAL HIGHWAY

COMB = 0.5%

SU = 2.0%

C H

A P

E L

H

IL

L R

O A

D

MEMORIAL HIGHWAY

SR 166/DUNCAN

TRAFFIC DIAGRAM

10-0004www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 2160 Satellite Blvd, Suite 130 NTS

COUNTY

DOUGLAS

N

2026 AM DHV = 000

2026 PM DHV = (000)

NO-BUILD = BUILD

AT CHAPEL HILL ROAD

SR 166/DUNCAN MEMORIAL HIGHWAY

DOUGLAS COUNTY

COMB = (1.0%) 1.0%

SU = (2.0%) 2.5%

T = (3.0%) 3.5%

SR 166/DUNCAN MEMORIAL HIGHWAY

COMB = (1.0%) 1.0%

SU = (1.0%) 2.0%

T = (2.0%) 3.0%

SR 166/DUNCAN MEMORIAL HIGHWAY

COMB = (0.5%) 0.5%

SU = (0.5%) 2.0%

T = (1.0%) 2.5%

CHAPEL HILL ROAD

(155)

(395)

(115)

(40)

(245)

(35)

(360)

(420)

(460)

(280)

(360)

(780)

DOUGLAS COUNTY

2/11/2026

Adan.Gonzalez

GPLOT-ORD

5:35:53 PM

C H

A P

E L

H

IL

L R

O A

D

MEMORIAL HIGHWAY

SR 166/DUNCAN

TRAFFIC DIAGRAM

10-0005www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 2160 Satellite Blvd, Suite 130 NTS

N

2046 AM DHV = 000

2046 PM DHV = (000)

NO-BUILD = BUILD

AT CHAPEL HILL ROAD

SR 166/DUNCAN MEMORIAL HIGHWAY

DOUGLAS COUNTY

COMB = (1.0%) 1.0%

SU = (2.0%) 2.5%

T = (3.0%) 3.5%

SR 166/DUNCAN MEMORIAL HIGHWAY

COMB = (1.0%) 1.0%

SU = (1.0%) 2.0%

T = (2.0%) 3.0%

SR 166/DUNCAN MEMORIAL HIGHWAY

COMB = (0.5%) 0.5%

SU = (0.5%) 2.0%

T = (1.0%) 2.5%

CHAPEL HILL ROAD

(230)

(565)

(170)

(60)

(345)

(55)

(600)

(660)

(400)

(515)

(1110)

(510)

DOUGLAS COUNTY

2/11/2026

Adan.Gonzalez

GPLOT-ORD

5:36:43 PM

C H

A P

E L

H

IL

L R

O A

D

MEMORIAL HIGHWAY

SR 166/DUNCAN

TRAFFIC DIAGRAM

10-0006www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 2160 Satellite Blvd, Suite 130 NTS

COUNTY

DOUGLAS

N

(4325)

(4325)

(3425)

(3550)

(8700)

(8075)

2028 AADT = 000

2048 AADT = (000)

NO-BUILD = BUILD

AT CHAPEL HILL ROAD

SR 166/DUNCAN MEMORIAL HIGHWAY

DOUGLAS COUNTY

(4650)

(775)

(5425)

(900)

(6050)

(5150)

DOUGLAS COUNTY

2/11/2026

Adan.Gonzalez

GPLOT-ORD

5:37:19 PM

SU = 3.0%

T = 4.0%

SR 166/DUNCAN MEMORIAL HIGHWAY

COMB = 1.0%

SU = 2.0%

T = 3.0%

SR 166/DUNCAN MEMORIAL HIGHWAY

COMB = 0.5%

SU = 2.0%

C H

A P

E L

H

IL

L R

O A

D

MEMORIAL HIGHWAY

SR 166/DUNCAN

TRAFFIC DIAGRAM

10-0007www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 2160 Satellite Blvd, Suite 130 NTS

COUNTY

DOUGLAS

N

2028 AM DHV = 000

2028 PM DHV = (000)

NO-BUILD = BUILD

AT CHAPEL HILL ROAD

SR 166/DUNCAN MEMORIAL HIGHWAY

DOUGLAS COUNTY

COMB = (1.0%) 1.0%

SU = (2.0%) 2.5%

T = (3.0%) 3.5%

SR 166/DUNCAN MEMORIAL HIGHWAY

COMB = (1.0%) 1.0%

SU = (1.0%) 2.0%

T = (2.0%) 3.0%

SR 166/DUNCAN MEMORIAL HIGHWAY

COMB = (0.5%) 0.5%

SU = (0.5%) 2.0%

T = (1.0%) 2.5%

CHAPEL HILL ROAD

(165)

(410)

(120)

(45)

(250)

(40)

(370)

(435)

(480)

(290)

(370)

(805)

DOUGLAS COUNTY

2/11/2026

Adan.Gonzalez

GPLOT-ORD

5:38:02 PM

C H

A P

E L

H

IL

L R

O A

D

MEMORIAL HIGHWAY

SR 166/DUNCAN

TRAFFIC DIAGRAM

10-0008www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 2160 Satellite Blvd, Suite 130 NTS

N

2048 AM DHV = 000

2048 PM DHV = (000)

NO-BUILD = BUILD

AT CHAPEL HILL ROAD

SR 166/DUNCAN MEMORIAL HIGHWAY

DOUGLAS COUNTY

COMB = (1.0%) 1.0%

SU = (2.0%) 2.5%

T = (3.0%) 3.5%

SR 166/DUNCAN MEMORIAL HIGHWAY

COMB = (1.0%) 1.0%

SU = (1.0%) 2.0%

T = (2.0%) 3.0%

SR 166/DUNCAN MEMORIAL HIGHWAY

COMB = (0.5%) 0.5%

SU = (0.5%) 2.0%

T = (1.0%) 2.5%

CHAPEL HILL ROAD

(230)

(585)

(170)

(60)

(360)

(55)

(625)

(685)

(415)

(530)

(1155)

(530)

DOUGLAS COUNTY

2/11/2026

Adan.Gonzalez

GPLOT-ORD

5:38:39 PM

END CONSTRUCTION

END OVERLAY WITH FULL DEPTH

SR 166

STA: 202+75.00

BEGIN CONSTRUCTION

BEGIN OVERLAY

W/FULL DEPTH

TIE TO EXIST.

SR 166

STA 102+00.00

END EOP TAPER

END PAVED SHLDR TAPER

BEGIN 4-FT PAVED SHLDR

STA: 102+50.00

END PAVED SHLDR TAPER

BEGIN 4-FT PAVED SHLDR

STA: 102+50.00

END 4-FT PAVED SHLDR

BEGIN C&G TP.2

GA STD. 9032b. 30IN

STA: 104+00.00

BEGIN PROJECT

STA 96+50

N: 1327573.583

E: 2129339.979

END PROJECT

STA 208+50.00

N: 1328256.752

E: 2130894.848

END C&G TP. 2

GA STD.9032b.30IN

BEGIN 4-FT

PAVED SHLDR

BEGIN EOP TAPER

STA: 202+00.00

BEGIN PAVED

SHLDR TAPER

STA: 202+25.00

END PAVEMENT MILL AND INLAY

TIE TO EXIST.

STA 303+70.00

BEGIN EOP TAPER

BEGIN PAVED

SHLDR TAPER

STA: 303+15.00

END C&G TP. 2

GA STD. 9032b. 30IN

BEGIN 4-FT PAVED SHLDR

STA: 302+50.00

END EOP TAPER

TIE TO EXIST.

STA: 303+70.00

LIMIT OF CONSTRUCTION

CHAPEL HILL ROAD

STA 307+00.00

SR 166

STA 105+30.00

SR 166

STA 200+00.00

N:1327997.405

E:2130097.650

�51°48'35.3"

SR 166

STA 200+67.52

CHAPEL HILL ROAD

STA 300+28.85

N:1327998.312 E:2130165.167

END 4-FT PAVED SHLDR

BEGIN C&G TP. 2

GA STD. 9032b. 30IN

STA: 103+50.00

END EOP TAPER

END PAVED SHLDR

TIE TO EXIST.

STA: 202+75.00

BEGIN EOP TAPER

STA: 202+50.00

BEGIN EOP TAPER

TIE TO EXIST.

STA. 102+00.00

SR 166 SR 166

C H

A P

O

A D

INTERSECTION IMPROVEMENTS

SR 166 @ CHAPEL HILL ROAD

CONSTRUCTION LAYOUT DRAWING

11-0001

STATE

GA

COUNTY

DOUGLAS 0020661

P C

.0

P C

P T

.6

PC 303+27

.84

2+

N66°16'50.1"E N66°16'50.1"E

308+00

310+00

309+00

307+00

306+00

305+00

304+00

303+00

302+00

P C

.8

PC 301+27.20

PT 302+24

.50

P T

400+00

300+00

N

W

C U

R V

E

CURVE #1 CURVE #2

C U

R V

E

CURVE# RAB

PI 400+00.00

N 3.2808 E 3.2808

¬ 360°00'00.0" (LT)

D 121°54'21.29" T 0.00' L 295.31' R 47.00' E 0.00' ed 2% D.S. 25 mph

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

4/3/2026

Adan.Gonzalez

GPLOT-ORD

0020661_11.dgn

1:54:58 PM

D.S. 25 mph eMax 4% ed NC E 16.61' R 510.00' L 256.89' T 131.23' D 11°14'04.08"

¬ 28°51'35.8" (LT)

E 2,129,992.8525 N 1,327,860.4385

PI 103+63.11

CURVE# 1

D.S. 25 mph eMax 4% ed NC E 4.04' R 198.00' L 79.31' T 40.19' D 28°56'14.14"

¬ 22°56'59.5" (LT)

E 2,130,311.1100 N 1,328,000.2725

PI 202+13.48

CURVE# 2

D.S. 25 mph eMax 4% ed 0.0% E 0.00' R 47.00' L 295.31' T 0.00' D 121°54'21.29"

¬ 360°00'00.0" (LT)

E 3.2808 N 3.2808

PI 400+00.00

CURVE# 3 (RAB)

D.S. 45 mph eMax 4% ed NC E 1.14' R 1039.00' L 97.30' T 48.69' D 05°30'52.24"

¬ 05°21'56.5" (LT)

E 2,130,105.5047 N 1,328,132.6948

PI 301+75.88

CURVE# 4

D.S. 45 mph eMax 6% ed Exist.

E 87.67' R 965.00' L 793.24' T 420.57' D 05°56'14.59"

¬ 47°05'51.9" (RT)

E 2,129,825.2332 N 1,328,632.0164

PI 307+48.42

CURVE# 5

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APPROXIMATE EOP LINE

N66°16'50.1"E

SR 166

BEGIN PROJECT

STA 96+50

N: 1327573.583

E: 2129339.979

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13-0001

CONSTRUCTION PLAN

INTERSECTION IMPROVEMENTS

SR 166 @ CHAPEL HILL ROAD

0020661

COUNTY

DOUGLAS

STATE

GA

EXIST. R/W

EXIST. R/W

TRUSTEES OF SCOTT FAMILY TRUST

ROSALIND SCOTT

ROBERT SCOTT &

N/F

LOT 2

CHAPEL HILL CROSSING

LAND SALES, INC

N/F

LOT 1

CHAPEL HILL CROSSING

LAND SALES, INC

N/F

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DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

4/3/2026

Adan.Gonzalez

GPLOT-ORD

0020661_13.dgn

1:55:06 PM

GPLN-CE 20 80

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EASEMENT…