4-Columbia County-SR 104 Int Upgrades @ 3 Locations-Construction Plans Bid set.pdf

COLUMBIA COUNTY

TRAFFIC SIGNAL DESIGN

REVISIONS

BY:

PLANS PREPARED

1. SR 104/WASHINGTON ROAD @ RONALD REAGAN DRIVE/SIR GALAHAD DRIVE

2. SR 104/WASHINGTON ROAD @ EVANS TO LOCKS ROAD

3. SR 104/WASHINGTON ROAD @ SR 383/NORTH BELAIR ROAD

SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.

OF TRANSPORTATION 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

THE DEPARTMENT OF TRANSPORTATION.

STATE HIGHWAY DEPARTMENT OF GEORGIA, AND SHALL BE DEEMED TO MEAN

DEPARTMENT ", OR " DEPARTMENT " WHEN THE CONTEXT THEREOF MEANS THE

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

WITH THIS DOCUMENT, TO " STATE HIGHWAY DEPARTMENT OF GEORGIA ", "STATE

DOCUMENTS, DRAWINGS, OR PHOTOGRAPHS USED, OR TO BE USED IN CONNECTION

ALL REFERENCES IN THIS DOCUMENT, WHICH INCLUDES ALL PAPERS, WRITINGS,

NOTE :

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

SIGNALIZED INTERSECTION LOCATIONS

OF 1988.

AMERICAN VERTICAL DATUM (NAVD)

1983)/94 EAST ZONE, AND THE NORTH

COORDINATE SYSTEM OF 1984 (NAD

USING THE HORIZONTAL GEORGIA

THIS PROJECT HAS BEEN PREPARED

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

ANY REVISIONS CONTAINED WITHIN THIS PLAN SET SUPERSEDE THE 2023 CONSTRUCTION

CONSTRUCTION STANDARDS AND DETAILS BOOK IS AVAILABLE AT:

STANDARDS AND DETAILS BOOK AND ATTACHED APPLICABLE REVISIONS. THE 2023

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE 2023 CONSTRUCTION

LOCATION SKETCH (NTS)

PL

PL

PL

PL

PLPL

PL PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

DESIGN DATA:

35 MPH: (SR 383/NORTH BELAIR ROAD)

25/35 MPH: (EVANS TO LOCKS ROAD)

30 MPH: (RONALD REAGAN DRIVE)

25 MPH: (SIR GALAHAD DRIVE)

35 MPH: (FAIRCLOTH DRIVE)

45 MPH: (SR 104/WASHINGTON ROAD)

SPEED DESIGN:

& SR 383/NORTH BELAIR ROAD

RONALD REAGAN DRIVE, EVANS TO LOCKS ROAD

SR 104/WASHINGTON ROAD - INTERSECTION UPGRADES @ 3 LOCATIONS

PLANS COMPLETED 05-13-2025

EDITION OF THE MUTCD AND CURRENT GDOT STANDARDS AND DETAILS.

CONSTRUCTION OF TRANSPORTATION SYSTEMS 2021 EDITION, CURRENT APPROVED

PERMIT MUST COMPLY WITH THE GDOT STANDARD SPECIFICATIONS

IN ACCORDANCE WITH THE REVISIONS IN RED AS SHOWN ON THE PLANS.

AND APPROVED BY THE RESPONSIBLE DOT ENGINEER. PERMIT IS APPROVED

EXISTS ON THE STATE ROUTE SYSTEM. FINAL DESIGN TO BE VERIFIED

BASE AND PAVING TO BE EQUAL TO OR BETTER THAN THAT WHICH NOW

NOTE :

GMD: 125

LAND DISTRICT: N/A

LAND LOT: N/A

(706) 868-4223

EVANS, GA 30809

BUILDING A

630 RONALD REAGAN DRIVE

COLUMBIA COUNTY TRAFFIC ENGINEERING

COUNTY CONTACT INFORMATION:

DRAWING No.

600 1200

SCALE IN FEET

0 300

SR 104/WASHINGTON RD

RONALD REAGAN DR

Duluth, GA 30097

3090 Premiere Parkway, Suite 200

(678) 417-4000 keckwood.com

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220297_01-0001.dgn

GRWCOV

CONCOV

INT. #2

INT. #3

INT. #1

220297

COLUMBIA COUNTY

PROJECT NO.

S I R

G A L A H A D

D R

SR 104/WASHINGTON RD

F A I R C L O T H

D R

5+

E 664542.4086

N 1288889.4086

COLUMBIA COUNTY

BEGIN PROJECT

STA 102+00.00

E 664661.6971

N 1288906.0477

FAIRCLOTH DRIVE

LIMIT OF CONSTRUCTION

STA 800+65.00

E 664609.7739

N 1288859.2427

SR 104/WASHINGTON ROAD

BEGIN CONSTRUCTION

STA 102+74.00

E 664661.6681

N 1288835.6554

SR 104/WASHINGTON ROAD

BEGIN EXCEPTION

STA 101+31.00

400+00

405+00

E 665354.0913

N 1288522.3687

SR 104/WASHINGTON ROAD

END EXCEPTION

STA 110+91.00

E 665354.0913

N 1288522.3687

SIR GALAHAD DRIVE

LIMIT OF CONSTRUCTION

STA 401+95.00

E 665628.4037

N 1288398.4586

SR 104/WASHINGTON ROAD

BEGIN EXCEPTION

STA 113+92.00

E 665528.9985 N 1288443.3540

RONALD REAGAN DRIVE

SIR GALAHAD DRIVE/

STA 402+61.80

SR 104/WASHINGTON ROAD

STA 112+82.93

INTERSECTION

E 665650.3647

N 1288704.7506

RONALD REAGAN DRIVE

LIMIT OF CONSTRUCTION

STA 405+50.00

E 667028.8068

N 1287176.5897

EVANS TO LOCKS ROAD

LIMIT OF CONSTRUCTION

STA 500+00.00

E 667054.3864

N 1287342.0123

SR 104/WASHINGTON ROAD

END EXCEPTION

STA 131+74.00

E 667116.1050 N 1287289.3147

EVANS TO LOCKS ROAD

STA 501+42.58

SR 104/WASHINGTON ROAD

STA 132+55.16

INTERSECTION

E 667260.9557

N 1287422.6080

EVANS TO LOCKS ROAD

LIMIT OF CONSTRUCTION

STA 503+40.00

EVANS TO LOCKS RD

E 667176.0660

N 1287238.1179

SR 104/WASHINGTON ROAD

BEGIN EXCEPTION

STA 133+34.00

E 667772.0397

N 1286439.7738

SR 383/NORTH BELAIR ROAD

LIMIT OF CONSTRUCTION

STA 600+75.00

E 668042.7029

N 1286460.0091

COLUMBIA COUNTY

END PROJECT

STA 145+00.00

E 668013.9443

N 1286494.6184

SR 104/WASHINGTON ROAD

END CONSTRUCTION

STA 144+55.00

SR 383/N BELAIR RD

N BELAIR RD

E 668035.9711

N 1286769.7577

NORTH BELAIR ROAD

LIMIT OF CONSTRUCTION

STA 605+00.00

E 667814.4247

N 1286690.6030

SR 104/WASHINGTON ROAD

END EXCEPTION

STA 141+75.00

E 667891.0432 N 1286622.8846

SR 383/NORTH BELAIR ROAD

STA 602+93.55

SR 104/WASHINGTON ROAD

STA 142+77.26

INTERSECTION

E 664625.3364 N 1288852.1691

FAIRCLOTH DRIVE

STA 800+00.00

SR 104/WASHINGTON ROAD

STA 102+91.09

INTERSECTION

WASHINGTON RD

SR 104/

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

EXIST

EXIST R/W

R/W

EXIST

T S

A T

E

O GF

E

O

R G

I A

C

O

NSTITUTIO

N

JUSTICE OM DER

ATIONDOM

WIS

800+00

500+00

600+00

605+00

EXISTING SIGN

DO NOT DISTURB

02-0001

FROM RONALD REAGAN DR TO N BELAIR RD

SR 104/WASHINGTON ROAD SIGNAL UPGRADES

INDEX

DESCRIPTIONDESCRIPTIONDRAWING NO. DRAWING NO.

01-0001

INDEX

PROJECT COVER

02-0001 INDEX SHEET

TYPICAL SECTIONS

SUMMARY OF QUANTITIES

13-0001 TO 13-0007 CONSTRUCTION PLANS

26-0001 TO 26-0007

05-0001 TO 05-0004

27-0001 TO 27-0015 SIGNAL PLANS

SIGNING AND MARKING PLANS

24-0000 TO 24-0006 UTILITY PLANS

23-0001 TO 23-0005 CROSS SECTIONS

15-0001 MAINLINE PROFILE

16-0001 CROSSROAD PROFILE

22-0001 DRAINAGE PROFILES

04-0001 TO 04-0003 GENERAL NOTES

52-0001 EROSION CONTROL LEGENDS & UNIFORM CODE (EC-L1) (03-17)

52-0002 EROSION CONTROL LEGENDS & UNIFORM CODE (EC-L2) (11-18)

52-0003 EROSION CONTROL LEGENDS & UNIFORM CODE (EC-L3) (03-17)

52-0004 EROSION CONTROL LEGENDS & UNIFORM CODE (EC-L4) (03-17)

52-0005 EROSION CONTROL LEGENDS & UNIFORM CODE (EC-L5) (03-17)

52-0006 EROSION CONTROL LEGENDS & UNIFORM CODE (EC-L6) (11-18)

52-0007 EROSION CONTROL LEGENDS & UNIFORM CODE (EC-L7) (03-17)

BMP LOCATION DETAILS54-0001 TO 54-0021

D-24A TEMPORARY SILT FENCE (SHEET 1 OF 4) (09-22)

D-24B TEMPORARY SILT FENCE BERM DITCH, INSTALLATION, BRUSH BARRIER (SHEET 2 OF 4) (09-22)

TEMPORARY SILT FENCE J-HOOKS, INLET SEDIMENT TRAPS (SHEET 3 OF 4) (09-22)D-24C

CONSTRUCTION EXIT (11-20)D-41

INLET SEDIMENT TRAPS (05-08)D-42

D-54

56-0001

56-0002

56-0003

56-0004

56-0005

SOD INSTALLATION (04-16)56-0006

06-0001 TO 06-0003

28-0001 TO 28-0004 ATMS PLANS

CONSTRUCTION DETAILS

11/2020TS-01A INDUCTIVE LOOP DETECTOR INSTALLATION

INDUCTIVE LOOP DETECTOR INSTALLATION11/2020TS-01B

11/2020TS-02 PREFABRICATED CABINET BASE

11/2020TS-03 PEDESTRIAN FACILITIES INSTALLATION

11/2020TS-04A TRAFFIC SIGNAL SUPPORT STRUCTURES

TRAFFIC SIGNAL SUPPORT STRUCTURES11/2020TS-04B

11/2020TS-05 STRAIN POLE AND MAST ARM FOUNDATIONS

11/2020TS-06 GROUNDING FOR TRAFFIC SIGNAL SUPPORT STRUCTURES

11/2020TS-07 UTILITY CLEARANCE

11/2020TS-08 GUYING

11/2020TS-09 FIBER OPTICS INSTALLATION

09/2016A-3 CONCRETE SIDEWALK DETAILS CURB CUT (WHEELCHAIR) RAMPS

06/2009A-4 DETECTABLE WARNING SURFACE TRUNCATED DOME SIZE, SPACING AND ALIGNMENT REQUIREMENTS

01/2000T-1 DETAILS OF SIGN PLATES

03/2000T-2 DETAILS FOR TYPICAL FRAMING

03/2002T-3A TYPE 7, 8, AND 9 SQUARE TUBE POST INSTALLATION DETAIL

06/2002T-3B DETAILS OF SQUARE TUBE POST (BREAKAWAY SIGN SUPPORT)

01/2000T-4

01/2003T-5A DETAILS OF REGULATORY SIGNS SHEET 1 OF 2

DETAILS OF CARDINAL DIRECTION SIGNS

09/2016T-11A PAVEMENT MARKING PLACEMENT NON-LIMITED ACCESS ROADWAY

01/2000T-12A DETAILS OF PAVEMENT MARKING ARROW LOCATION

11/2020T-12B PAVEMENT MARKINGS - ARROWS

11/2020T-13A PAVEMENT MARKINGS WORDS SHEET 1 OF 2

09/2016T-13B DETAILS OF PAVEMENT MARKING WORDS SHEET 2 OF 3

09/2019T-13C DETAILS OF PAVEMENT MARKING WORDS PLACEMENT SHEET 3 OF 3

11/2008T-14 DETAIL OF PAVEMENT MARKING HATCHING

09/2016T-15A RAISED PAVEMENT MARKER LOCATION NON-LIMITED ACCESS ROADWAY

09/2011T-15C DETAILS OF RAISED PAVEMENT MARKERS

GEORGIA STANDARDS

07/20229032B CONCRETE CURB & GUTTER CONCRETE CURBS, CONCRETE MEDIANS

03/20069102

03/20069107 TRAFFIC CONTROL DETAIL FOR LANE CLOSURE ON MULTI-LANE UNDIVIDED HIGHWAY

TRAFFIC CONTROL DETAIL FOR LANE CLOSURE ON TWO-LANE HIGHWAY

41-0001 TO 41-0003

CONSTRUCTION DETAILS40-0001 TO 40-0028

GEORGIA STANDARDS

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REVISION DATES

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

Duluth, GA 30097

(678) 417-4000 keckwood.com

PROJECT NO.

220297

04-0001

FROM RONALD REAGAN DR TO N BELAIR RD

SR 104/WASHINGTON ROAD SIGNAL UPGRADES

GENERAL NOTES

GENERAL NOTES:

AND SUPPLEMENTS THERETO FOR ADDITIONAL INFORMATION.

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

IN THEM. ALL COMMON FILL OR EXCESS MATERIAL DISPOSED OUTSIDE THE PROJECT RIGHT OF WAY SHALL BE PLACED IN EITHER A PERMITTED

ALL BORROW AND WASTE SITES FOR THIS PROJECT SHALL BE ENVIRONMENTALLY APPROVED PRIOR TO CONSTRUCTION ACTIVITIES OCCURING2.

4. ALL EXISTING DRAINAGE STRUCTURES WITHIN THE PROJECT LIMITS ARE TO BE RETAINED, UNLESS OTHERWISE NOTED IN THE CONSTRUCTION PLANS.

5. ACCESS WILL BE PROVIDED TO ALL DRIVEWAYS AND SIDE ROADS WITHIN THE PROJECT LIMITS AT ALL TIMES.

ENVIRONMENTALLY APPROVED SITE TO DISPOSE OF EXISTING CONSTRUCTION DEBRIS AT NO ADDITIONAL COST TO THE CITY.

3. THERE IS NO KNOWN SUITABLE PLACE TO BURY EXISTING CONSTRUCTION DEBRIS WITHIN THE PROJECT’S LIMITS. THE CONTRACTOR SHALL PROVIDE AN

AASHTO M-36

COATED

STEEL PLAIN ZINC

CORRUGATED

AASHTO M-170

CONCRETE

REINFORCED

NOTE:

1.

2.

3.

Allowable materials are indicated by an "X".

4.

Structural, installation, fill heightand backfill requirements of storm drain pipe will be in accordance with Georgia Standard 1030-D or 1030-P and the Standard Specifications.

The Contractor shall provise additional storm sewer capacity calculations if a pipe material other than concrete is selected.

Pipe used under mechanically stabilized earth (MSE) walls, within MSE wall backfill, or within five feet of an MSE wall face shall be Class V Concrete Pipe.

pH

Resistivity

Project Number: County:

Pipe Culvert Material Alternates

TYPE OF INSTALLATION

CONCRETE STEEL THERMOPLASTIC

S

T

O

R

M

D

R

A

I

N

R O

A D

B E

D

(O U

T S

ID

E

B E

A R

IN

G

N O

N -T

R A

V E

L

INTERSTATE

INTERSTATE

NON

ADT < 1,500

5,000

1,500 < ADT <

15,000

5,000 < ADT <

& INTERSTATES

ADT > 15,000

GRADE > 10%

SIDE DRAIN

PERMANENT SLOPE DRAIN

PERFORATED UNDERDRAIN

(I N S

ID

E

R O

A D

B E

D

T R

A V

E L

B

E A

R

IN

G

G R

A D

E

NOTE:

1.

2.

3.

Allowable materials are indicated by an "X".

4.

Structural, installation, fill heightand backfill requirements of storm drain pipe will be in accordance with Georgia Standard 1030-D or 1030-P and the Standard Specifications.

The Contractor shall provise additional storm sewer capacity calculations if a pipe material other than concrete is selected.

Pipe used under mechanically stabilized earth (MSE) walls, within MSE wall backfill, or within five feet of an MSE wall face shall be Class V Concrete Pipe.

Rev. 3-4-21

AASHTO M-36

COATED (TYPE 2)

STEEL ALUMINUM

CORRUGATED

ALUMINUM

AASHTO M-245

COATED STEEL

POLYMER

AASHTO M-196

ALUMINUM

CORRUGATED

AASHTO M-252

HDPE

CORRUGATED

AASHTO F-949

SMOOTH INTERIOR

CORRUGATED

PVC

AASHTO M-330

POLYPROPYLENE

SMOOTH LINED

CORRUGATED

AASHTO M-294

HDPE TYPE "S"

SMOOTH LINED

CORRUGATED

M-304

Drain Pipe AASHTO

PVC Profile Wall

X

X

X

X

X

X

X

X

X

X X X

XX X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

PIPE TYPE

>6

>10000

X X X

X X X

X X X

X

X X XX

X X

IN THE PRICE BID FOR 8 INCH CONCRETE SIDEWALK.

220297 COLUMBIA

1. A NOTICE OF INTENT (N01) FOR STORM WATER DISCHARGE IS NOT REQUIRED FOR THIS PROJECT.

FOLLOWING UTILITIES HAVE FACILITIES IN THE PROJECT AREA:

TO EXISTING UTILITY LINES RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR’S EXPENSE. THE

APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO ANY CONSTRUCTION. DAMAGE

6. SUE WAS NOT CONDUCTED FOR THIS PROJECT. UTILITIES HAVE BEEN LOCATED AS PER OWNER MARK-UP. THE EXISTING UTILITY LINES SHOWN ARE

8. ANY CONTAMINATED SOIL EXCAVATED DURING CONSTRUCTION ACTIVITIES MUST BE DISPOSED OF AT A PERMITTED SITE.

WITH SECTION 411 OF THE GEORGIA STANDARD SPECIFICATIONS AND WILL BE INCLUDED IN THE PRICE BID FOR "GRADING COMPLETE".

9. IN AREAS WHERE NEW PAVEMENT OR PAVEMENT WIDENING IS REQUIRED, SAW CUT OF EXISTING PAVEMENT WILL BE REQUIRED IN ACCORDANCE

7.

10. ALL WHEELCHAIR RAMPS AND SIDEWALK WITHIN INTERSECTION RADII ARE TO BE 8 INCH CONCRETE. THE COST FOR ADA RAMPS SHALL BE INCLUDED

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REVISION DATES

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

(678) 417-4000 keckwood.com

PROJECT NO.

04-0002

FROM RONALD REAGAN DR TO N BELAIR RD

SR 104/WASHINGTON ROAD SIGNAL UPGRADES

GENERAL NOTES

ALL WORK PERFORMED WITHIN GDOT R/W SHALL CONFORM TO GDOT STANDARDS AND DETAILS.

RIGHT-OF-WAY.

THE APPLICANT IS RESPONSIBLE TO OBTAIN ALL NECESSARY ENVIRONMENTAL APPROVALS PRIOR TO ANY WORK ON STATE

ALL SIDEWALKS, CROSSWALKS, & RAMPS SHALL MEET ADA STANDARDS GDOT DETAILS.

OVERLAY SHALL BE AS DIRECTED BY A GDOT PERMIT INSPECTOR.

THE MAINTENANCE OF THE DRIVEWAY FROM THE NORMAL EDGE OF PAVEMENT IS THE RESPONSIBILITY OF THE PERMITEE.

APPROVAL OF THE PRIME CONTRACTOR.

NO WORK WILL BE ACCOMPLISHED UNDER THIS PERMIT WITHIN THE CONSTRUCTION LIMITS OF ANY DOT PROJECT WITHOUT WRITTEN

REMAIN DEPENDENT UPON COMPLIANCE WITH THESE.

THIS PERMIT IS APPROVED SUBJECT TO THE REVISIONS & COMMENTS SHOWN IN RED ON THE ATTACHED PLAN COPY AND SHALL

NOTICE:

GEORGIA DOT NOTES:

12" GRADED AGGREGATE BASE COURSE

4" 25mm SUPERPAVE

2" 19mm SUPERPAVE

1 1/2" 12.5 mm SUPERPAVE, POLYMER MODIFIED

REQUIRED PAVEMENT SPECIFICATIONS (APPLIES TO SR 104/WASHINGTON ROAD, EVANS TO LOCKS ROAD AND NORTH BELAIR ROAD):

ANY WORK ON STATE RIGHT-OF-WAY IN CONNECTION WITH UTILITY LINES (SANITARY SEWER, WATER, TELEPHONE, GAS, ETC.).

ALL CURBED ISLANDS SHALL BE FILLED TO THE TOP OF CURB WITH TOP SOIL & GRASSED. NOTE: THIS APPROVAL DOES NOT ALLOW

M.U.T.C.D. GUIDELINES.

CONSTRUCTION & THE ADDITION OF NEW PAVEMENT MARKINGS AND/OR SIGNS AS SHOWN ON THE APPROVED PLAN OR CURRENT

THE PERMIT APPLICANT IS RESPONSIBLE FOR REPLACEMENT OF ALL EXISTING PAVEMENT MARKINGS DAMAGED BY THE PERMIT

DURING WORK AUTHORIZED HEREIN.

APPLICANT SHALL RESTORE ALL EXISTING SIGNS & REGRASS TO DOT SPECIFICATIONS ALL RIGHT-OF-WAY THAT IS DISTURBED

MAINTAINED UNTIL PERMANENT VEGATATION IS ESTABLISHED.

CONSTRUCTION OF EROSION CONTROL BARRIERS PER GEORGIA DEPARTMENT OF NATURAL RESOURCES CODE 391-3-7 & SHALL BE

BEFORE FINAL GRADING OR PAVING & AT NO COST TO THE DOT OR AN APPROVED RETENTION LETTER FROM THE UTILITY OWNER.

ALL EXISTING UTILITIES WHICH WOULD BE UNDER NEW PAVEMENT OR IN ACCELERATION/DECELERATION LANES SHALL BE RELOCATED

LANDSCAPE PLAN.

WHICH ARE DESIGNED, INTENDED, OR USED TO ADVERTISE OR INFORM (5) LANDSCAPING WITHOUT PRIOR APPROVAL OF THE

GRADING EXCEPT AT DRIVEWAY CONSTRUCTION LOCATION (3) HEADWALLS (4) SIGNS, DISPLAY DEVICES, & OTHER STRUCTURES

RIGHT-OF-WAY OR INCREASE IN THE CFS OF CURRENT VOLUMES OF WATER (2)

THE FOLLOWING WILL NOT BE ALLOWED ON DOT RIGHT-OF-WAY: (1) DIVERSION OF ADDITIONAL DRAINAGE AREA ONTO THE

TO THE DEPARTMENT FROM THE PERMIT APPROVAL DATE & ALSO BE COMPLETED BEFORE THIS FACILITY IS OPEN TO THE PUBLIC.

THE WORK AUTHORIZED MUST BEGIN WITHIN THREE MONTHS & BE COMPLETED WITHIN TWELVE MONTHS ON A SCHEDULE SATISFACTORY

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REVISION DATES

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

(678) 417-4000 keckwood.com

PROJECT NO.

04-0003

FROM RONALD REAGAN DR TO N BELAIR RD

SR 104/WASHINGTON ROAD SIGNAL UPGRADES

GENERAL NOTES

GENERAL NOTES - STANDARD SIGNS

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

� 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 �

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 � INCH x (WIDTH OF

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

AN UNSTIPULATED DISTANCE BEHIND THE GUARDRAIL.

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

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

HEIGHT OF 7 FEET ABOVE THE SIDEWALK.

IF SIDEWALK IS PROPOSED OR EXISTING, THE SIGNS SSHALL BE ERECTED AT A

THE NORMAL EDGE OF PAVEMENT TO THE BOTTOM OF THE SIGN OR ASSEMBLY,

3. ALL STANDARD HIGHWAY SIGNS SHALL BE ERECTED AT A HEIGHT OF 7 FEET ABOVE

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

CONTROL DEVICES, CURRENT EDITION, FOR DETAILS.

USE 4 INCH SERIES "D" LETTERS. REFER TO THE MANUAL ON UNIFORM TRAFFIC

U.S., AND GEORGIA SHIELDS REQUIRING ALT, BUS, CONN, LOOP, OR SPUR SHALL

14. INTERSTATE SHIELDS SHALL CONTAIN THE WORD GEORGIA. ALL INTERSTATE,

PUNCHED, SHALL BE REQUIRED TO PROPERLY MOUNT THE ASSEMBLY.

ON THE POST(S), ADDITIONAL � INCH DIAMETER HOLE(S), DRILLED OR

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

WITHIN AN ASSEMBLY.

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

HAVE TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING.

OF THE S5-1) SIGNS, ALL REGULATOY SIGNS WITHIN THE SCHOOL ZONE SHALL

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

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 (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

GENERAL NOTES

2/7/2024 ccloud gplotborder-V8i-PO.tbl

220297_04.dgn6:20:15 PM GPLOT-V8

REVISION DATES

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

(678) 417-4000 keckwood.com

PROJECT NO.

TYPICAL SECTIONS

05-0001

COLUMBIA COUNTY

FROM RONALD REAGAN DR TO N BELAIR RD

SR 104/WASHINGTON ROAD SIGNAL UPGRADES

EXISTING PAVEMENT

6"

2%2%

2:1 Max

STA 501+73.14 TO STA 503+36.91

EVANS TO LOCKS ROAD

TYPICAL SECTION 1

Max 3:1

Ex. Cross Slope

Match Adjacent

EXISTING PAVEMENT

2%

2:1 Max

Max 4:1

6"

STA 141+75.00 TO STA 142+77.26

SR 104/WASHINGTON ROAD

TYPICAL SECTION 2

Cross Slope

Match Existing

Cross Slope

Match Existing

6"

2% 2%

2:

Ma x

4:1

NOT TO SCALE

A

B

INCL POLYMER-MODIFIED BITUM MATL & H LIME (165 LB/SY)

RECYCLED ASPH CONC 12.5MM SUPERPAVE, GP 2 ONLY,

BITUM MATL & H LIME (220 LB/SY)

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL

MILL ASPH CONC PVMT, 1 1/2 IN DEPTH

C

REINFORCED PAVEMENT FABRIC STRIPS, TP 2, 18 INCH WIDTH

PAVEMENT MATERIAL SCHEDULE

CONCRETE SIDEWALK, 4 IN

SOD, GDOT DETAIL D-54

BITUM MATL & H LIME (440 LB/SY)

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL

CONCRETE CURB & GUTTER, 8"X30", GA STD. 9032B, TYPE 2

CONCRETE CURB & GUTTER, 8"X24", GA STD. 9032B, TYPE 2E

F

G

H

I

J

CL

Turn Lane to 12’-0" Varies 0’-0"

Sidewalk 5’-0"

2’-0"

Travel Lanes

B

C

A

Shoulder

F

D

Widening Full Depth to 37’-0"

Varies 0’-0" to 12’-0" Varies 10’-0"

H to 12’-0" Varies 6’-9"

WITHIN RADIUS RETURN

12’ WIDTH TAKES PLACE

NOTE: WIDENING EXCEEDING

I

J

2’-6"

Varies 18-9" to 36’-0"

12’-0"

Median/Turn Lane

Existing Striped Travel Lane

Existing

Travel Lane

Existing

10’-6"

I

GR AGGR BASE CRS, 12 IN, INCL MATLD

Shoulder Existing

12’-0" Travel Lanes

CL

Sidewalk

Travel LanesShoulder

F

J

2’-6" Travel Lane

Existing

10’-0"

I

52’-0" Travel Lanes

12’-0"

Travel Lane

Existing

12’-0"

Lane

Existing Turn

12’-0"

Profile Grade

6’-6"

D

30’-0"

10’-0"

Area

Striped Gore

Existing Travel Lane

Existing

12’-0"

Travel Lane

Existing

12’-0" 12’-0"

Lane

Existing Turn

D

F

A G AG

Sidewalk

5’-0"

Shoulder

I

J

2’-6"

I to 2’-0" Varies 0’-0" to 10’-6" Varies 8’-6"

TO STA 142+40.91

APPLIES: STA 142+13.69

PROPOSED CURB & GUTTER

STA 142+10.28 TO STA 142+32.97

PROPOSED SIDEWALK APPLIES:

TO STA 142+34.15

APPLIES: STA 142+13.69

PROPOSED CURB & GUTTER

STA 142+06.35 TO STA 142+36.05

PROPOSED SIDEWALK APPLIES:

2/7/2024 ccloud gplotborder-V8i-PO.tbl

220297_05.dgn6:23:48 PM GPLOT-V8

REVISION DATES

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

(678) 417-4000 keckwood.com

PROJECT NO.

05-0002

FROM RONALD REAGAN DR TO N BELAIR RD

SR 104/WASHINGTON ROAD SIGNAL UPGRADES

TYPICAL SECTIONS

EXISTING PAVEMENT

2%

2:1 Max

Max 4:1

6"

STA 142+77.26 TO STA 144+75.00

SR 104/WASHINGTON ROAD

TYPICAL SECTION 3

Cross Slope

Match Existing

Cross Slope

Match Existing

6"

2% 2%

2:

Ma x

Max

4:1

Ex. Cross Slope

Match Adjacent

EXISTING PAVEMENT

6"

Cross Slope

Match Existing

Cross Slope

Match Existing

6"

2% 2%

2:

Ma x

Max

4:1

STA 600+75.00 TO STA 602+93.55

SR 383/NORTH BELAIR ROAD

TYPICAL SECTION 4

2%

2:1 Max

4:1

CL

Sidewalk

Travel LanesShoulder

J

Travel Lane

Existing

I

Travel Lanes

12’-0"

Travel Lane

Existing

12’-0"

Lane

Existing Turn

12’-0"

Profile Grade

5’-0"

42’-6"

Area

Striped Gore

Existing Travel Lane

Existing

12’-0"

Travel Lane

Existing

12’-0"

D

F

A G AG

Sidewalk

5’-0"

Shoulder

I

J

2’-6"

I to 19’-0" Varies 10’-6"

A

B

INCL POLYMER-MODIFIED BITUM MATL & H LIME (165 LB/SY)

RECYCLED ASPH CONC 12.5MM SUPERPAVE, GP 2 ONLY,

BITUM MATL & H LIME (220 LB/SY)

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL

MILL ASPH CONC PVMT, 1 1/2 IN DEPTH

C

REINFORCED PAVEMENT FABRIC STRIPS, TP 2, 18 INCH WIDTH

PAVEMENT MATERIAL SCHEDULE

CONCRETE SIDEWALK, 4 IN

SOD, GDOT DETAIL D-54

BITUM MATL & H LIME (440 LB/SY)

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL

CONCRETE CURB & GUTTER, 8"X30", GA STD. 9032B, TYPE 2

CONCRETE CURB & GUTTER, 8"X24", GA STD. 9032B, TYPE 2E

F

G

H

I

J

GR AGGR BASE CRS, 12 IN, INCL MATLD

to 3’-3" Varies 0’-0" to 14’-2" Varies 0’-0"

Existing Striped Gore

Area to 10’-6" Varies 2’-0" to 2’-6" Varies 2’-0"

E/F

H

B

C

A

D

12’-0"

Lane

Existing Turn

Full Depth Widening Varies 0’-0" to 4’-6"

ENDS AT STA 143+66.27

PROPOSED SIDEWALK

ENDS AT STA 143+66.27

PROPOSED CURB & GUTTER

RETURN

24" TO 30" WITHIN RADIUS

WIDTH TRANSITIONS FROM

NOTE: CURB & GUTTER

to 2’-0" Varies 0’-0" to 10’-6" Varies 8’-0"

I

ENDS AT STA 144+36.36

PROPOSED CURB & GUTTER

ENDS AT STA 144+35.32

PROPOSED SIDEWALK

Varies 29’-6" to 32’-9"

Travel LanesShoulder

F

2’-6" Travel Lane

Existing

Travel Lanes

12’-0"

Travel Lane

Existing

12’-0"

Lane

Existing Turn

14’-6"

Profile Grade

D

12’-0"

Travel Lane

Existing

12’-0"

Lane

Existing Turn

D

F

A G AG

Sidewalk

5’-0"

Shoulder

I

J

2’-6"

I to 6’-6" Varies 2’-0" to 15’-0" Varies 10’-6"

TO STA 602+45.47

APPLIES: STA 602+28.14

PROPOSED CURB & GUTTER

TO STA 602+26.38

APPLIES: STA 601+40.00

PROPOSED CURB & GUTTER

STA 601+40.00 TO STA 602+26.38

PROPOSED SIDEWALK APPLIES:

CL

to 11’-0" Varies 10’-0"

Travel Lane

Existing

12’-0"

Striped Gore

Area to 5’-0" Varies 0’-0"

Lane

Existing Turn to 11’-0" Varies 0’-0"

Lane

Existing Turn

BETWEEN STA 602+28.14 AND STA 602+93.55

MILL & INLAY OF THE LANES WITHIN THIS AREA OCCURS

BETWEEN STA 600+75.00 AND STA 602+28.14

MILL & INLAY OF THE LANES WITHIN THIS AREA OCCURS Sidewalk

J

I

5’-0"

I to 2’-0" Varies 0’-0" to 10’-6" Varies 8’-6" Varies 41’-10" to 48’-8" Varies 49’-0" to 54’-6"

602+43.91

STA 602+22.90 TO STA

APPLIES:

PROPOSED SIDEWALK

14’-0"

2/7/2024 ccloud gplotborder-V8i-PO.tbl

220297_05.dgn6:24:56 PM GPLOT-V8

REVISION DATES

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

(678) 417-4000 keckwood.com

PROJECT NO.

05-0003

FROM RONALD REAGAN DR TO N BELAIR RD

SR 104/WASHINGTON ROAD SIGNAL UPGRADES

TYPICAL SECTIONS

EXISTING PAVEMENT

2%

2:

Ma x

Max

4:1

6"

Cross Slope Match Existing

Cross Slope Match Existing

6"

2%

2:1 Max

Max 4:1

Ex. Cross Slope Match Adjacent

STA 602+93.55 TO STA 605+00.00

NORTH BELAIR ROAD

TYPICAL SECTION 5

B

INCL POLYMER-MODIFIED BITUM MATL & H LIME (165 LB/SY)

RECYCLED ASPH CONC 12.5MM SUPERPAVE, GP 2 ONLY,

BITUM MATL & H LIME (220 LB/SY)

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL

MILL ASPH CONC PVMT, 1 1/2 IN DEPTH

C

REINFORCED PAVEMENT FABRIC STRIPS, TP 2, 18 INCH WIDTH

PAVEMENT MATERIAL SCHEDULE

CONCRETE SIDEWALK, 4 IN

SOD, GDOT DETAIL D-54

BITUM MATL & H LIME (440 LB/SY)

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL

CONCRETE CURB & GUTTER, 8"X30", GA STD. 9032B, TYPE 2

CONCRETE CURB & GUTTER, 8"X24", GA STD. 9032B, TYPE 2E

F

G

H

I

J

GR AGGR BASE CRS, 12 IN, INCL MATLD

CL

Sidewalk

Travel Lanes Shoulder

J

Travel Lane

Existing

I

Travel Lanes

12’-0"

Travel Lane

Existing

12’-0"

Lane

Existing Turn

12’-0"

Profile Grade

5’-0"

12’-0"12’-0"

D

F

AGA G

Sidewalk

Shoulder

J

2’-6"

I

H

B

C

A

D

Full Depth Widening Varies 0’-0" to 7’-0"

E

2’-0"

8’-0"

Section)

Lane (Taper

Existing Turn to 7’-4" Varies 0’-0"

Striped Gore

Area to 7’-0" Varies 0’-0"

1’-0"

BETWEEN STA 602+93.55 AND STA 605+00.00

MILL & INLAY OF THE LANES WITHIN THIS AREA OCCURS

Lane

Existing Turn

0’-8"

12’-0"

Travel Lane

Existing

6’-6"

10’-0"

Travel Lane

Existing

35’-4" Varies 43’-8" to 44’-0"

BETWEEN STA 602+93.55 AND STA 603+67.00

MILL & INLAY OF THE LANES WITHIN THIS AREA OCCURS

603+60.55

STA 603+28.39 TO STA

APPLIES:

PROPOSED SIDEWALK

TO STA 603+60.18

APPLIES: STA 603+28.39

PROPOSED CURB & GUTTER

STA 603+36.45 TO STA 604+62.30

PROPOSED SIDEWALK APPLIES:

TO STA 604+62.30

APPLIES: STA 603+36.45

PROPOSED CURB & GUTTER

2/7/2024 ccloud gplotborder-V8i-PO.tbl

220297_05.dgn6:25:48 PM GPLOT-V8

REVISION DATES

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

(678) 417-4000 keckwood.com

PROJECT NO.

OF WHITE EDGE STRIPE)

(MAY VARY FROM EDGE

05-0004

COLUMBIA COUNTY

FROM RONALD REAGAN DR TO N BELAIR RD

SR 104/WASHINGTON ROAD SIGNAL UPGRADES

TYPICAL SECTIONS

WIDTH

EXCAV. 0.0 < WIDTHS < 5.0

CLASS "B" CONCRETE

SURFACE COURSE

EXISTING ASPHALT

EXISTING GAB

PROPOSED GAB

6"

NO SCALE

CLASS "B" CONCRETE BASE OR PAVEMENT WIDENING

Item Code 500-9999 - Cu. Yds.

In excavated areas between the existing paving and new curb and gutter that are 5’-0" or less in width, Class "B" concrete shall be placed in lieu of the base and paving specified by the typical section. Payment will be made under "Class B Concrete Base and Pavement Widening".

In excavated areas greater than 5’-0" in width, the Contractor shall place base and paving as specified on the typical section.

See plans for details of curb and gutter construction.

CLASS "B" CONCRETE BASE OR WIDENING DETAIL

AREA

10" GRADED AGGREGATE BASE

10" DEPTH

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.

PAVEMENT FABRIC DETAIL

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

NOT TO SCALE

2/7/2024 ccloud gplotborder-V8i-PO.tbl

220297_05.dgn6:26:40 PM GPLOT-V8

REVISION DATES

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

(678) 417-4000 keckwood.com

PROJECT NO.

FROM RONALD REAGAN DR TO N BELAIR RD

SR 104/WASHINGTON ROAD SIGNAL UPGRADES

06-0001

SUMMARY OF QUANTITIES

PAY ITEM NO. 634-1200

RIGHT-OF-WAY MARKERS

EACH

PAY ITEM NO. 210-0100

GRADING COMPLETE

LUMP SUM

PAY ITEM NO. 150-1000

TRAFFIC CONTROL

LUMP SUM

402-4510

L I

M E

L

B S

Y

P O L

Y M E

R

M O

D I F I

D

B I T

U M

T L

H

S

P E

R P

A V

G P

N L

Y

I

N C

C Y

C L

N C

P T

H

M I

N C

P

V M

432-0206

441-0754

C O

N C

R E

D I

A N

I

N

P V

W

D E

N I

N G

C L

A

N C

B

A

500-9999

CU. YD.

441-6216

LF

X

I

N

T P

C O

T T E

441-6222

LF

X

I

N

T P

C O

T T E

441-0104

C O

N C

R E T E

S I

D E

W A L

K

I

N

441-0108

C O

N C

R E T E

S I

D E

W A L

K

I

N

SUMMARY OF QUANTITIES

SUMMARY OF PAVING QUANTITIES

LOCATION TONS TONS

L

B S

Y

I N

T

I

M E m

S

U P E

R P

A V

R E

C Y

C L

N C

S

I

N

T L

T A

K

A T

GAL

PAY ITEM NUMBER 402-3190 310-1101 413-0750

SQ. YD.

446-1100

TONSTONS

402-3121

L

B S

Y

I N

T

I

M E

S

U P E

R P

A V

R E

C Y

C L

N C

TOTAL

T P

D E

P V

I

N F

F

A B

R I

C

S T

R I P S

LF

TOTAL

PAY ITEM NUMBER

PERMANENT EROSION CONTROL

SOD

SY

700-9300

SR 104/WASHINGTON ROAD

SR 383/NORTH BELAIR ROAD

SQ. YD. SQ. YD. SQ. YD.

4 1400 700 1.5 4 9 9

TEMPORARY EROSION CONTROL

TOTAL

MULCH

ACRE TON EA EA

EXIT

CONSTRUCTION

MAINTENANCE OF

GRASSING

TEMPORARY

LIN FT LIN FT

PAY ITEM NUMBER 163-0240 163-0301 165-0101 165-0310163-0232

EXIT

CONSTRUCTION

REMOVE

CONSTRUCT AND

AREA (PER EACH)

EXIT TIRE WASH

CONSTRUCTION

MAINTENANCE OF

4 4 2

EA TON

GRADE

MIXED

FERTILIZER

700-8000

CONTENT

NITROGEN

FERTILIZER

LB

700-8100

TYPE A

SILT FENCE

TEMPORARY

TYPE A

SILT FENCE

TEMPORARY

MAINTENANCE OF

171-0010 165-0010 163-0550

EA

SEDIMENT TRAP

REMOVE INLET

CONSTRUCT AND

165-0105

EA

TRAP

INLET SEDIMENT

MAINTENANCE OF

PAY ITEM NO. 600-0001

FLOWABLE FILL

CU. YDS.

S T

R U

C T

U

M B E

R

TP "E"

GA STD 1019A

IN

6.0 FT. OR LESS

OUT LOCATION

TOTAL

S T

O

A I

N

P I P E

I

A S S

I I I

C-3A C-2 143+32.41 RT 6

PAY ITEM NUMBER 550-5180

UNIT LF

D R

O P

I

N L E

668-2100

EA

611-8050

EA

A D J

U

N H

O L E

A D E

6.0 FT. OR LESS

668-4300

EA

S T

O R

M

S E

W

N H

O L E

T P

C-3B C-2 143+51.74 RT 8 1

C-2 C-1 143+41.23 RT 1

C-1

RCP

EX. 36"

143+45.66 RT - -1

2 1 1

RONALD REAGAN DRIVE - - - - - - - - - - - - 185

EVANS TO LOCKS ROAD 21 27 54 25 - - - - 280205

611-8040

EA

A D J

U

O P

I

N L E T

A D E

B-1

A-1

A-1 113+20.97 RT

112+41.99 RT

1- -

441-5057

X

441-0748

X

SQ. YD.

T Y P E

I

N C L

U D I

W E L S

C O

N C

R E

W E L E

D

I

N T E

G R

R B

LF

C O

N C

R E

D I

A N

I

N

FAIRCLOTH DRIVE - - - - - - - - - - - -4010 -

166 200 -

1/28/2025

220297_06-0001.dgn1:34:34 PM GPLOT-V8

REVISION DATES

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

(678) 417-4000 keckwood.com

PROJECT NO.

06-0002

FROM RONALD REAGAN DR TO N BELAIR RD

SR 104/WASHINGTON ROAD SIGNAL UPGRADES

SUMMARY OF QUANTITIES

SIDE

143+89 RIGHT 1 R1-2 36 TRI 3.90 12 1 12

(EACH)

SIGN SUPPORT

BREAKAWAY

2.00

601+63 2

ROADWAY STATION

NO.

INSTALLATION

STANDARD ROADSIDE SIGNS

HIGHWAY SIGNS SQUARE TUBE POST

CODE

SIGN REFL SHEETING TP 9

TP 1 MATL,

REFL SHEETING TP 11

TP 1 MATL,

TYPE 7

QTY

(FT)

LENGTH

LENGTH

TOTAL

SIZE QTY SQ FT SIZE QTY SQ FT

TYPE 8

QTY

(FT)

LENGTH

LENGTH

TOTAL

30x24 5.00

3625.38SUBTOTAL

4AS DIRECTED BY ENGINEER

TOTAL

0.62 0.10 6

21x15 1 2.19

24x12 1 2.00

30x24 1 5.00

24x12 1 2.00

30x24 1 5.00

18x24 1 3.00

2.19121x15

26.00 40

PAY ITEM NO. 636-1033 636-1036 636-2070 636-2080 636-3010

SR 104/WASHINGTON ROAD

SR 383/NORTH BELAIR ROAD RIGHT

M3-4

601+86 3SR 383/NORTH BELAIR ROAD RIGHT R560-5

18 2 36 2

12 1 12

M1-5 (104)

M6-1L

M3-2

M1-5 (104)

M6-1R

M4-6

M1-5 (383)

24x12

SUMMARY OF QUANTITIES

TRAFFIC STRIPING ITEMS

QUANTITYDESCRIPTION UNIT

LFTHERMOPLASTIC SOLID TRAF STRIPE, 6 IN, WHITE

PAY ITEM NO.

653-1906

LF 653-2602 780THERMOPLASTIC SOLID TRAF STRIPE, 6 IN, YELLOW

653-2611 1120THERMOPLASTIC SKIP TRAF STRIPE, 6 IN, WHITE

4700LFTHERMOPLASTIC SOLID TRAF STRIPE, 8 IN, WHITE 653-1804

LF 653-1704 535THERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITE

SY 653-6004 441THERMOPLASTIC TRAF STRIPING, WHITE

SY 653-6006THERMOPLASTIC TRAF STRIPING, YELLOW

EA 653-0120THERMOPLASTIC PVMT MARKING, ARROW, TP 2 16

EA 653-0130 1

THERMOPLASTIC PVMT MARKING, ARROW, TP 1 EA 653-0110 6

GLF

REFLECTIVE (RAISED)

YELLOW

TYPE 1 TYPE 3

CL/RED

654-1001

28TOTALS

PAY ITEM NO. 654-1003

PAVEMENT MARKERS LOCATION DETAILS.

BE SPACED AS SPECIFIED ON THE RAISED

TYPE 1 AND 3 RAISED PAVEMENT MARKERS SHALL

RAISED PAVEMENT MARKERS

THERMOPLASTIC PVMT MARKING, WORD, TP 1 EA 653-0210 3

THERMOPLASTIC PVMT MARKING, ARROW, TP 3

800+60

1 R1-1 36 OCT 1 9.00

12 1 12FAIRCLOTH DRIVE

800+39

LEFT

LEFTFAIRCLOTH DRIVE 1 R3-2 36x36 1 9.00 12 1 12

24.90

25.00

48x12 1 4.00

54x12 1 4.50

D3-1A

D3-1A

THERMOPLASTIC SKIP TRAF STRIPE, 18 IN, WHITE GLF 653-4830 35

220297_06-0001.dgn3:47:19 PM GPLOT-V8

REVISION DATES

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

(678) 417-4000 keckwood.com

PROJECT NO.

06-0003

FROM RONALD REAGAN DR TO N BELAIR RD

SR 104/WASHINGTON ROAD SIGNAL UPGRADES

SUMMARY OF QUANTITIES

SUMMARY OF QUANTITIES

LOCATION UNIT

TRAFFIC SIGNAL INSTALLATION NO. 1 LUMP SUMSR 104/WASHINGTON RD @ RONALD REAGAN DR/SIR GALAHAD DR

TRAFFIC SIGNAL INSTALLATION NO. 2 LUMP SUM

TRAFFIC SIGNAL INSTALLATION NO. 3 LUMP SUM

SR 104/WASHINGTON RD @ EVANS TO LOCKS RD

SR 104/WASHINGTON RD @ SR 383/NORTH BELAIR RD

SIGNAL QUANTITIES

ITEM

ITEM UNIT

EA

EA

EA

QUANTITY

SIGNAL POLE QUANTITIES

STEEL STRAIN POLE, TP IV - WITH 45 FT MAST ARM

STEEL STRAIN POLE, TP IV - WITH DUAL 55 FT/65 FT MAST ARMS

NOTE: SEE SIGNAL PLANS FOR LOCATIONS.

ITEM UNIT

EA

EA

QUANTITY

STREET NAME SIGN QUANTITIES

INTERNALLY ILLUMINATED

INTERNALLY ILLUMINATED STREET NAME SIGN

INTERNALLY ILLUMINATED STREET NAME SIGN CONTROL ASSEMBLY

ITEM UNIT

LF

LF

QUANTITY

LF

BORING QUANTITIES

CONDUIT AND

CONDUIT, NONMETAL, TP 3, 2 IN

DIRECTIONAL BORE - 3 IN

DIRECTIONAL BORE - 5 IN

LF

UNIT

ITEM

COMMUNICATION QUANTITIES

EA

QUANTITY

STEEL STRAIN POLE, TP IV - WITH 55 FT MAST ARM

STEEL STRAIN POLE, TP IV - WITH 60 FT MAST ARM EA 3

STEEL STRAIN POLE, TP IV - WITH 65 FT MAST ARM EA 4

LF

DIRECTIONAL BORE - 12 IN

DIRECTIONAL BORE - 14 IN

LFOUTSIDE PLANT FIBER OPTIC CABLE, LOOSE TUBE, SINGLE MODE, 12 FIBER

FIBER OPTIC CLOSURE, FDC (RACK MOUNTED), 12 FIBER EA 3

FIBER OPTIC CLOSURE, UNDERGROUND, 24 FIBER 1

PAY ITEM NO.

935-1112

935-3103

935-3402

PAY ITEM NO.

639-3004

639-3004

639-3004

639-3004

639-3004

PAY ITEM NO.

647-1000

647-1000

647-1000

PAY ITEM NO.

647-3000

647-3100

PAY ITEM NO.

682-6233

682-9950

682-9950

682-9950

682-9950

220297_06-0001.dgn3:48:31 PM GPLOT-V8

REVISION DATES

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

(678) 417-4000 keckwood.com

PROJECT NO.

twilliams Architect twilliams Cloud+ This is for information purpose only. The pay items and material list, are located in the bid contract not located in the plans.

2/7/2024

220297_13-0001.dgn6:42:23 PM GPLOT-V8

REVISION DATES

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

(678) 417-4000 keckwood.com

PROJECT NO.

E 664835.7839 N 1288756.5153

PI STA 105+22.26

80°25’44.7"

E 664625.3364 N 1288852.1691

FAIRCLOTH DRIVE

STA 800+00.00

SR 104/WASHINGTON ROAD

STA 102+91.09

INTERSECTION

R 3’

R 2’

R 2’

R 69’

11.2’ +37.0

2.0’ +37.7

2.0’ +45.9

5.8’ +46.8

9.80 SQ. YDS.

WITH TYPE 7 CURB FACE

6" INTEGRAL CONCRETE ISLAND

E 664542.4086

N 1288889.4086

COLUMBIA COUNTY

BEGIN PROJECT

STA 102+00.00

E 664609.7739

N 1288859.2427

SR 104/WASHINGTON ROAD

BEGIN CONSTRUCTION

STA 102+74.00

E 664661.6681

N 1288835.6554

SR 104/WASHINGTON ROAD

BEGIN EXCEPTION

STA 101+31.00

E 664661.6971

N 1288906.0477

FAIRCLOTH DRIVE

LIMIT OF CONSTRUCTION

STA 800+65.00

S P E E

D

L I

M I T

H

F A I R C L

O

I

V E

800+00

801+00

SR 104/WASHINGTON ROAD

SPEED LIMIT = 45 MPH

SR 104/WASHINGTON ROAD

SPEED LIMIT = 45 MPH

13-0001

CONSTRUCTION PLANS

0 60FT.402020 0

SCALE: 1" = 20’

FAIRCLOTH DRIVE

SR 104/WASHINGTON ROAD @

EASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

ORANGE BARRIER FENCE

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

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

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

E X I S T

R

W

E X I S T

R

SWCB

TOP=385.15

24" RCP INV(A)=380.70

24" RCP INV(B)=380.65

DI

TOP=384.47

24" RCP INV(A)=380.22

24" RCP INV(B)=380.12

CI

TOP=387.43

18" RCP INV(A)=385.43

18" RCP INV(B)=385.33

JB

TOP=387.93

18" RCP INV(A)=384.88

18" RCP INV(B)=384.83

SWCB

TOP=387.40

18" RCP INV(A)=383.60

18" RCP INV(B)=383.55

DI

TOP=386.76

18" RCP INV(A)=382.51

18" RCP INV(B)=382.36

CI

TOP=385.75

18" RCP INV(A)=382.25

18" RCP INV(B)=382.15

CI

TOP=385.16

18" RCP INV(A)=380.91

24" RCP INV(B)=380.81

AB

24" RCP

24" RCP

B A

24" RCP

A

B

B

A18" RCP

B

A

AB

B A

AB

18"

RCP

18" RCP 18" RCP

18" RCP

RCP

EXIST. R/W EXIST. R/W

EX

IS

T.

R /W

E X I S

W

E X I S

W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

E X I S T

R

W

E X I S T

R

W

EXIST. R/W

EXIST. R/W

PL

PL

PB

P B

U P S

PB

P B

P B

P

B PB

PB

PB PB

PB

PB

PB

P B

P B

PB

P B

2/7/2024 ccloud gplotborder-V8i-PO.tbl

220297_13-0002.dgn6:48:19 PM GPLOT-V8

REVISION DATES

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

(678) 417-4000 keckwood.com

PROJECT NO.

e= NOT APPLICABLE

E= 31.16

R= 3100.00

L= 875.46

T= 440.66

E= 666029.1163

N= 1288217.4246

PI Sta= 118+31.71

Curve# 1

401+00 C

U R

V E

402+00

403+00

404+00

CURVE #1

e= NOT APPLICABLE

E= 0.32

R= 2400.00

L= 78.66

T= 39.33

E= 665464.6645

N= 1288304.6772

PI Sta= 401+08.94

Curve# 3

E 665627.5304 N 1288398.8420

PC STA 113+91.05

E 665271.1609 N 1288559.8327

STA 110+00.00

404+00

E 665481.2174 N 1288340.3582

PT STA 401+48.26

E 665354.0913

N 1288522.3687

SR 104/WASHINGTON ROAD

END EXCEPTION

STA 110+91.00

E 665628.4037

N 1288398.4586

SR 104/WASHINGTON ROAD

BEGIN EXCEPTION

STA 113+92.00

E 665528.9985 N 1288443.3540

RONALD REAGAN DRIVE

SIR GALAHAD DRIVE/

STA 402+61.80

SR 104/WASHINGTON ROAD

STA 112+82.93

INTERSECTION

E 665354.0913

N 1288522.3687

SIR GALAHAD DRIVE

LIMIT OF CONSTRUCTION

STA 401+95.00

89°25’12.0"

AREA TO DRAIN

SIDEWALK AND GRADE

REMOVE EXISTING

39.62’ LT

STA 403+31.50

GDOT STD. 9032B

CURB & GUTTER

END 8"X30" TYPE 2

43.31’ LT

STA 403+39.55

SIDEWALK

TIE TO EXISTING

AREA TO DRAIN

SIDEWALK AND GRADE

REMOVE EXISTING

28.49’ RT

STA 113+41.26

GDOT STD. 9032B

CURB & GUTTER

END 8"X30" TYPE 2

GDOT DTL. A-3

TYPE B ADA RAMP (TYP.)

PC 400+69.601288

13.76’ RT

STA 403+27.42

TIE TO EXISTING

GDOT STD. 9032B

CURB & GUTTER

AND 8"X30" TYPE 2

BEGIN SIDEWALK

46.53’ LT

STA 112+16.97

GDOT STD. 9032B

CURB & GUTTER

AND 8"X30" TYPE 2

BEGIN SIDEWALK

27.31’ RT

STA 112+15.72

GDOT STD. 9032B

CURB & GUTTER

AND 8"X30" TYPE 2

BEGIN SIDEWALK

30.62’ LT

STA 402+02.96

GDOT STD. 9032B

CURB & GUTTER

AND 8"X30" TYPE 2

END SIDEWALK

27.46’ RT

STA 402+03.08

GDOT STD. 9032B

CURB & GUTTER

AND 8"X30" TYPE 2

BEGIN SIDEWALK

31.56’ RT

STA 113+33.39

END SIDEWALK

38.39’ LT

STA 113+38.90

GDOT STD. 9032B

CURB & GUTTER

AND 8"X30" TYPE 2

END SIDEWALK

SR 104/WASHINGTON ROAD

SPEED LIMIT = 45 MPH

SR 104/WASHINGTON ROAD

S P E E

D

L I

M I T

H

S

L

A H

I

V E

R O

N A

A G

I

V E

S P E E

D

L I

M I T

H

SPEED LIMIT = 45 MPH

13-0002

RONALD REAGAN DRIVE/SIR GALAHAD DRIVE

SR 104/WASHINGTON ROAD @

INTERSECTION #1

B-1

INLET TO GRADE

EXISTING DROP

ADJUST

A-1

INLET TO GRADE

EXISTING DROP

ADJUST

HOLDINGS, INC.

COLUMBIA COUNTY CHAMBER DOLGEN CORP, INC.

UNITED STATES POSTAL SERVICE

REGIONS BANK

WILLIAM & BARBARA R. NEWBY

LLC.

PROPERTIES,

REALTY INCOME

EASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

ORANGE BARRIER FENCE

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

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

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS

SEE DWG. 13-0005

MATCHLINE- STA 404+00.00

ITEM NO. 611-8040 (ADJUST DROP INLET TO GRADE, EACH)

WITH THE RECONSTRUCTED CURB RAMPS AND ARE TO BE PAID FOR BY PAY

PROPOSED STRUCTURE RIM ELEVATIONS ARE TO BE ADJUSTED IN ACCORDANCE

DRAINAGE PROFILES ARE NOT PROVIDED FOR STRUCTURES A-1 AND B-1. THE NOTE:

TOP=400.48

18" RCP IN=396.93

36" RCP IN/OUT=394.48

DI

TOP=401.28

18" RCP IN/OUT=396.88

CI

TOP=401.59

18" RCP OUT=397.39

SWCB

TOP=401.75

18" RCP IN(A)=396.85

24" RCP IN(B)=397.85

36" RCP OUT(C)=396.40

R C P

IN

O U T=

.3

B

LANDSCAPE LINE

R C P

CI

TOP=403.43

18" RCP OUT=397.73

DI

TOP=402.12

FULL OF DEBRIS

DI

TOP=406.62

CANNOT SEE PIPE(S)

SUMP INV=400.52

JB

TOP=406.73

48" CMP IN/OUT=400.38

JB

TOP=406.73

48" CMP IN/OUT=400.18

18" RCP INV(A)=400.18

DI

TOP=405.54

48" CMP IN/OUT=400.19

CI

TOP=404.98

CANNOT SEE PIPES

JB

TOP=403.51

18" RCP IN/OUT=399.81

SWCB

TOP=404.03

18" RCP

OUT=399.38

DI

TOP=406.87

12" RCP INV(A)=403.87

15" RCP INV(B)=403.82

C

A

A

A

B

B

A

JB

TOP=407.21

15" RCP INV(A)=401.46

15" RCP INV(B)=401.26

SWCB

TOP=405.23

15" RCP IN/OUT=400.33

R C P

12" RCP

P

15" RCP

48" CMP

48"

CMP

P

C M

P

18"

RCP

P

R C P

P

36" RCP36"

RCP

18" RCP

P

P

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

E X I S

W

E X I S

W

EXIST. R/W

E X I S T

R

W

PL

PL

PL

PLPL

E X I S

EXIST. R/W

E 667097.0240 N 1287265.4740

PC STA 501+12.04

PB

P B

PB

P B

P B

PB

PB

PBPB

PB

PB

P B

P B U

P S

2/21/2024 ccloud gplotborder-V8i-PO.tbl

220297_13-0003.dgn9:46:52 AM GPLOT-V8

REVISION DATES

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

(678) 417-4000 keckwood.com

PROJECT NO.

34.9’ +89.2

S I

D E

W A L

K

SR 104/WASHINGTON ROAD

SPEED LIMIT = 45 MPH

E V

A N S

T

O

L

O C

K S

R

O A

D S P E E

D

L I

M I T

H

0 1

C U R

V E

E 666922.0597 N 1287454.9976

STA 130+00.00

34.53’ LT

STA 203+43.61

GDOT STD. 9032B

TIE TO EXISTING

CURB & GUTTER

BEGIN 8"x30" TYPE 2

37.65’ LT

STA 203+60.30

BEGIN 5’ SIDEWALK

R 50’

34.7’ +17.2 e= MATCH EXISTING

E= 15.16

R= 750.00

L= 299.10

T= 151.57

E= 667189.3032

N= 1287385.7099

PI Sta= 502+63.61

Curve# 5

19.36’ LT

STA 503+36.91

GDOT STD. 9032B

CURB & GUTTER

AND 8"x30" TYPE 2

5’ SIDEWALK,

WIDENING,

END FULL DEPTH

E 667260.9557

N 1287422.6080

EVANS TO LOCKS ROAD

LIMIT OF CONSTRUCTION

STA 503+40.00

22.33’ LT

STA 501+73.14

PAVEMENT TIE-IN

SAW CUT AT EXISTING

WIDENING

BEGIN FULL DEPTH

SE RATE

EXISTING

MATCH

WIDENING

OF FULL DEPTH

SAW CUT LINE/LIMITS

2’1

E 667302.3087 N 1287130.3274

STA 135+00.00

E 667054.3864

N 1287342.0123

SR 104/WASHINGTON ROAD

END EXCEPTION

STA 131+74.00

S P E E

D

L I

M I T

H L

O C

K S

R

O A

D E

V A

N S

88°13’48.0"

E 667176.0660

N 1287238.1179

SR 104/WASHINGTON ROAD

BEGIN EXCEPTION

STA 133+34.00

E 667028.8068

N 1287176.5897

EVANS TO LOCKS ROAD

LIMIT OF CONSTRUCTION

STA 500+00.00

E 667116.1050 N 1287289.3147

EVANS TO LOCKS ROAD

STA 501+42.58

SR 104/WASHINGTON ROAD

STA 132+55.16

INTERSECTION

S P E E

D

L I

M I T

H

P H E

A S

A

I

V E

48.04’ RT

STA 131+82.95

TIE TO EXISTING

BEGIN 5’ SIDEWALK 43.21’ RT

STA 131+88.37

TIE TO EXISTING

GDOT STD. 9032B

CURB & GUTTER

BEGIN 8"X30" TYPE 2

AREA TO DRAIN

SIDEWALK AND GRADE

REMOVE EXISTING

39.10’ LT

500+89.28

TIE TO EXISTING

GDOT STD. 9032B

CURB & GUTTER

AND 8"X30" TYPE 2

END 5’ SIDEWALK

GDOT DTL. A-3

TYPE B ADA RAMP (TYP.)

TO DRAIN

SIDEWALK AND GRADE

REMOVE EXISTING

16.36’ RT

500+81.61

TIE TO EXISTING

GDOT STD. 9032B

CURB & GUTTER

BEGIN 8"X30" TYPE 2

20.68’ RT

500+85.18

BEGIN 5’ SIDEWALK

TO DRAIN

SIDEWALK AND GRADE

REMOVE EXISTING

39.33’ RT

133+84.06

TIE TO EXISTING

END 5’ SIDEWALK

29.39’ LT

133+19.61

TIE TO EXISTING

GDOT STD. 9032B

CURB & GUTTER

AND 8"X30" TYPE 2

END 5’ SIDEWALK

23.47’ RT

501+96.54

GDOT STD. 9032B

CURB & GUTTER

AND 8"X30" TYPE 2

BEGIN 5’ SIDEWALK

27.64’ RT

133+18.10

TIE TO EXISTING

GDOT STD. 9032B

CURB & GUTTER

END 8"X30" TYPE 2

500+00

501+00

502+00

503+00

13-0003

EVANS TO LOCKS ROAD

SR 104/WASHINGTON ROAD @

INTERSECTION #2

(PARCEL A)

EVANS ENTERPRISES OF AUGUSTA LLC

(PARCEL B)

AUGUSTA LLC

EVANS ENTERPRISES OF

LLC.

VIP HOLDINGS,

DONALD R. MCARDLE

BLOOD CENTER, INC.

WALTER L. SHEPEARD COMMUNITY

FAIRWAY FORD, INC.

PHEASANT PROPERTIES LLLP.

BENNETT

WILLIAM L.

EASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

ORANGE BARRIER FENCE

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

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

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS

TOP=406.65

18" CMP INV(A)=400.40

24" RCP INV(B)=400.05

36" RCP INV(C)=399.80

MH

TOP=406.37

18" RCP INV(A)=400.97

18" RCP INV(B)=398.82

36" RCP INV(C)=398.82

36" RCP INV(D)=398.82

CI

TOP=409.68

CANNOT SEE PIPES

SWCB

TOP=404.47

36" RCP IN/OUT=398.32

SWCB

TOP=404.00

18" RCP INV=399.65

P

IN

V

.6

B

CA

SWCB

TOP=409.65

24" RCP IN/OUT=403.95

SWCB

TOP=407.31

18" RCP INV=402.41

P

15" RCP

24" RCP

36" RCP

P

36" RCP

P

A

C B

D

P

18" RCP

CI

TOP=405.61

18" RCP

OUT=401.01

P

CI

TOP=405.85

18" RCP

INV=401.45

EXIST. R/W EXIST. R/W

X I S T

R

W E X I S T

R

W

EXIST. R/W

EXIST. R/W

EXIST. R/W

E X I S T

R

W

PL

PL

PL

E X I S T

R

W

EXIST. R/W

E X I S

P B

UP

S

P B

PB

PBPB

PB

PB

PB

P B

PB

PB

P B

2/7/2024 ccloud gplotborder-V8i-PO.tbl

220297_13-0004.dgn6:48:42 PM GPLOT-V8

REVISION DATES

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

(678) 417-4000 keckwood.com

PROJECT NO.

E E

D

L I

M I T

H

SPEED LIMIT = 45 MPH

SR 104/WASHINGTON ROAD

C U R

V E

CURVE #2

e= MATCH EXISTING

E= 24.24

R= 1575.00

L= 549.18

T= 277.41

E= 668057.3243

N= 1286480.4714

PI Sta= 144+96.18

Curve# 2 e= MATCH EXISTING

E= 4.58

R= 605.09

L= 148.42

T= 74.59

E= 667884.4741

N= 1286622.0389

PI Sta= 602+89.15

Curve# 6

SPEED LIMIT = 45 MPHSR 104/WASHINGTON ROAD

E 667847.5276 N 1286661.9658

PC STA 142+18.77

E 667845.3154 N 1286558.5596

PC STA 602+14.57

E 667937.8758 N 1286674.1088

PT STA 603+62.99

E 668073.4826 N 1286420.6086

STA 145+50.00

S P E E

D

L I

M I T

H S R

N O R T

H

B E L

A I R

R

O A

D

E 667891.0432 N 1286622.8846

SR 383/NORTH BELAIR ROAD

STA 602+93.55

SR 104/WASHINGTON ROAD

STA 142+77.26

INTERSECTION

46.00’ RT

STA 144+36.36

GDOT STD. 9032B

TIE TO EXISTING

CURB & GUTTER

END 8"x30" TYPE 2

E 667814.4247

N 1286690.6030

SR 104/WASHINGTON ROAD

END EXCEPTION

STA 141+75.00

E 668013.9443

N 1286494.6184

SR 104/WASHINGTON ROAD

END CONSTRUCTION

STA 144+55.00

E 668042.7029

N 1286460.0091

COLUMBIA COUNTY

END PROJECT

STA 145+00.00

85°52’48.0"

5’ SIDEWALK

OVERLAY

WITH ASPHALT

CLASS B CONCRETE

AND INSTALL

EXISTING ISLAND

OBLITERATE

5’ SIDEWALK

45.99’ RT

STA 144+35.32

SIDEWALK

TIE TO EXISTING

47.06’ LT

STA 143+66.27

SIDEWALK

TIE TO EXISTING

STA 144+55.00

END MILL AND INLAY

STA 141+75.00

BEGIN MILL AND INLAY

AREA TO DRAIN

SIDEWALK AND GRADE

REMOVE EXISTING

OVERLAY

WITH ASPHALT

CLASS B CONCRETE

ISLAND AND INSTALL

OBLITERATE EXISTING

56.38’ RT

STA 142+13.69

GDOT STD. 9032B

TIE TO EXISTING

CURB & GUTTER

BEGIN 8"x30" TYPE 2

72.74’ RT

STA 142+36.05

GDOT STD. 9032B

TIE TO EXISTING

CURB & GUTTER

END 8"x30" TYPE 2

50.65’ LT

STA 602+22.90

SIDEWALK

TIE TO EXISTING

58.95’ RT

STA 142+06.35

SIDEWALK

TIE TO EXISTING

LIMITS

MILL & INLAY

LIMITS

MILL & INLAY

LIMITS

MILL & INLAY

LIMITS

MILL & INLAY

WIDENING

FULL DEPTH

LINE/LIMITS OF

SAWCUT

35.49’ LT

STA 142+13.69

GDOT STD. 9032B

TIE TO EXISTING

CURB & GUTTER

BEGIN 8"x30" TYPE 2

44.01’ LT

STA 142+10.28

SIDEWALK

TIE TO EXISTING

68.64’ LT

STA 142+40.91

GDOT STD. 9032B

TIE TO EXISTING

CURB & GUTTER

BEGIN 8"x30" TYPE 2

71.54’ LT

STA 142+32.97

SIDEWALK

TIE TO EXISTING

GDOT DTL. A-3

RAMP (TYP.)

TYPE B ADA

GDOT DTL. A-3

TYPE A ADA RAMP

AREA TO DRAIN

SIDEWALK AND GRADE

REMOVE EXISTING

42.51’ LT

STA 143+66.27

WIDENING

LIMITS OF FULL DEPTH

GDOT STD. 9032B

TIE TO EXISTING

TYPE 2 CURB & GUTTER

LIMITS OF 8"x30"

W I

D E

N I

N G

F U

P

N E L I

M I

F

W C

R T

H

B E L

A I R

R

O A

D

EXISTING CONDITIONS.

SR 383/NORTH BELAIR ROAD ARE TO MATCH

INLAY AREAS ALONG SR 104/WASHINGTON ROAD AND

EXISTING ROADWAY CROSS SLOPES WITHIN MILL & NOTE:

WIDTH WITHIN RADII

TO 30" CURB & GUTTER

CURB & GUTTER WIDTH

TRANSITION FROM 24"

EXISTING SIGN

DO NOT DISTURB

602+0

603+00

604+00

13-0004

SR 383/NORTH BELAIR ROAD

SR 104/WASHINGTON ROAD @

INTERSECTION #3

C-1

C-2

C-3B

EXISTING DI

REMOVE

FLOWABLE FILL

SECTIONS WITH

SEAL PIPE

C-3A

DI

EXISTING

REMOVE x x xxxxxxx

BANK & TRUST CO.

QUEENSBOROUGH NATIONAL

SLIMS EVANS LLC.

SLDC LLC.

TROTTER PROPERTIES LLC.

EVANS BAPTIST CHURCH

RE

Q’

D R/

W

AREA #1

AREA #2

EASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

ORANGE BARRIER FENCE

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

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

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS

SEE DWG. 13-

0006MATCHLINE-

STA 6

01+50.

SEE DWG. 13-0007

MATCHLINE- STA 604+50.00

X I S T

R

W E X I S T

R

W

EXIST. R/W

EXIST. R/W

EXIST. R/W

E X I S T

R

W

PL

PL

PL

E X I S T

R

W

EXIST. R/W

E X I S

P B

UP

S

P B

PB

PBPB

PB

PB

PB

P B

PB

PB

P B

2/7/2024 ccloud gplotborder-V8i-PO.tbl

220297_13-0004A.dgn6:48:55 PM GPLOT-V8

REVISION DATES

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

(678) 417-4000 keckwood.com

PROJECT NO.

E E

D

L I

M I T

H

SPEED LIMIT = 45 MPH

SR 104/WASHINGTON ROAD

C U R

V E

CURVE #2

e= MATCH EXISTING

E= 24.24

R= 1575.00

L= 549.18

T= 277.41

E= 668057.3243

N= 1286480.4714

PI Sta= 144+96.18

Curve# 2 e= MATCH EXISTING

E= 4.58

R= 605.09

L= 148.42

T= 74.59

E= 667884.4741

N= 1286622.0389

PI Sta= 602+89.15

Curve# 6

SPEED LIMIT = 45 MPHSR 104/WASHINGTON ROAD

E 667847.5276 N 1286661.9658

PC STA 142+18.77

E 667845.3154 N 1286558.5596

PC STA 602+14.57

E 667937.8758 N 1286674.1088

PT STA 603+62.99

E 668073.4826 N 1286420.6086

STA 145+50.00

S P E E

D

L I

M I T

H S R

N O R T

H

B E L

A I R

R

O A

D

E 667891.0432 N 1286622.8846

SR 383/NORTH BELAIR ROAD

STA 602+93.55

SR 104/WASHINGTON ROAD

STA 142+77.26

INTERSECTION

46.00’ RT

STA 144+36.36

GDOT STD. 9032B

T…