Bid 26_01_001 _ Bid Set.pdf

DIRT ROAD

H D P E

C M P

MILES

DATE

PLANS COMPLETED

REVISIONS

0.167

ROUNDABOUT

WOODLAWN AND CLAXTON DAIRY

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

LENGTH OF PROJECT

SUBMISSION BY:

RECOMMENDED FOR

TRAFFIC A.D.T.: 6,900 (2023)

TRAFFIC A.D.T.: 9,900 (2043)

DIRECTIONAL DIST:50% / 50%

SPEED DESIGN:

% TRUCKS: 1%

DESIGN DATA:

PROJECT DESIGNATION: EXEMPT

175 No.

COUNTY

CHIEF ENGINEER

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 :

MINOR ARTERIAL (URBAN)

FUNCTIONAL CLASS:

100% IN CONG. DIST. NO. 2.

LAURENS COUNTY AND IS

% IN THIS PROJECT IS 100

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

0018949

P.I. No.

BY:

PLANS PREPARED

DESIGN

DESIGN

P.I. No.: 0018700

01-0001

LOCATION SKETCH

25 M.P.H / 35 M.P.H

CITY OF DUBLIN

THOMAS & HUTTON

0.000

0.000

ROAD

CLAXTON

DAI

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WOODLAWN DRIVE

C L A X T O N

D A I R Y

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C L A X T O N

D A I R Y

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WOODLAWN

DR.

WOODLAWN EXT.

STA 104+33.73

BEGIN CONSTRUCTION

BEGIN PROJECT

STA 204+59.99

END CONSTRUCTION

END PROJECT

300+23.78

LIMITS OF CONSTRUCTION

403+63.70

LIMITS OF CONSTRUCTION

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No. PE049740

PROFESSIONAL

www.thomasandhutton.com

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DRAWING NO. DESCRIPTION REVISION DATE REVISION DATEDESCRIPTIONDRAWING NO.

Erosion Control Watershed Map-Site Monitoring55-0001

BMP Location Details54-0001 - 54-0015

ESPCP Drainage Area Map53-0001

ESPC General Notes Drawing51-0001 - 51-0008

Erosion Control Cover Drawing50-0001

Erosion Control Plans

Utility Relocation Plans44-0001 - 44-0005

Signing and Marking Plans and Details - Plan Drawings26-0001 - 26-0006

Lighting Plans25-0001 - 25-0005

Utility Plans24-0001 - 24-0005

Cross Sections23-0001 - 23-0008

Drainage Profiles22-0001

Drainage Area Map21-0001

Special Grading18-0001 - 18-0002

Driveway Profiles17-0001 - 17-0002

Crossroad, Side Street, and Frontage Road Profile Drawings16-0001 - 16-0002

Mainline Roadway Profile Drawings15-0001 - 15-0002

Plan Drawings

Mainline Roadway, Crossroad, Side Street, and Frontage Road 13-0001 - 13-0005

Construction Layout Drawing (Stakeout Drawing)11-0001 - 11-0005

Typical Sections05-0001 - 05-0004

General Notes/Project Notes04-0001 - 04-0003

Index Drawing02-0001

Cover Drawing01-0001

Drawing DescriptionDrawing Number

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

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GPLN-CE

0001-02

WOODLAWN AND CLAXTON DAIRY

ROUNDABOUT

INDEX

www.thomasandhutton.com

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COORDINATION WITH UTILITIES DURING THE CONSTRUCTION.

BEST AVAILABLE DATA. CONTRACTOR SHALL BE RESPONSIBLE FOR

ARE BASED ON INFORMATION OBTAINED FROM UTILITY COMPANIES AND

13. THIS IS NOT A SUE UTILITY LOCATION PROJECT. UTILITIES SHOWN

THAT WILL BE REMOVED OR DESTROYED TO ALLOW FOR CONSTRUCTION.

TREES WITHIN THE CONSTRUCTION LIMITS OR LIMITS OF DISTURBANCE

TREES TO REMAIN IN THE RIGHT OF WAY. THIS DOES NOT APPLY TO

TRAILER PLACEMENT, ETC.) OCCUR UNDER THE DRIP LINE OF EXISTING

VEHICULAR USE, BORROW OR WASTE ACTIVITIES, SEDIMENT BASINS,

ACTIVITIES (SUCH AS THE USE OF EASEMENTS, STAGING,CONSTRUCTION,

12. THE CONTRACTOR SHALL ENSURE THAT NO CONSTRUCTION-RELATED

FOREST SERVICE SOUTHERN RESEARCH STATION FOR REFERENCE.

PLANTS IN SOUTHERN FORESTS' GTR SRS-131, PRODUCED BY THE USDA

TREE - PAULOWNIA TMENTOSA SEE 'A MANAGEMENT GUIDE FOR INVASIVE

BROUSSONETIA PAYRIFERA CHINABERRY - MELIA AZEDARACH PRINCESS

ALTISSIMA WHITE MULBERRY - MORUS ALBA PAPER MULBERRY -

MIMOSA- ALBIZIA JULIBRISSIN TREE OF HEAVEN - AILANTHUS

PROTECTION AND SHOULD BE REMOVED IF POSSIBLE. THESE INCLUDE:

11. INVASIVE OR UNDESIRABLE SPECIES DO NOT QUALIFY FOR ANY

INVASIVE PEST PLANTS.

SERVICE SOUTHERN RESEARCH STATION FOR REFERENCE ON SPECIFIC

SOUTHERN FORESTS' GTR SRS-131, PRODUCED BY THE USDA FOREST

201.3.05.A. SEE 'A MANAGEMENT GUIDE FOR INVASIVE PLANTS IN

SPECIFICATION SECTION 201-CLEARING AND GRUBBING RIGHT OF WAY,

10. INCLUDE ERADICATION OF INVASIVE SPECIES IF ENCOUTERED PER

ITEMS. COST WILL BE INCLUDED IN OVERALL BID SUBMITTED.

9. NO SEPARATE PAYMENT WILL BE MADE FOR TEMPORARY DRAINAGE

DRAINS AND BOX CULVERTS.

8. FOUNDATION BACKFILL MATERIAL TP II WILL BE USED AT ALL CROSS

CONSTRUCTION DEBRIS AT NO ADDITIONAL COST TO THE PROJECT.

SHOWN IN GA. SPECIFICATION 201 TO DISPOSE OF EXISTING BRIDGE /

CONTRACTOR SHALL PROVIDE AN ENVIRONMETALLY APPROVED SITE AS

CONSTRUCTION DEBRIS WITHIN THE PROJECT'S LIMITS. THE

7. THERE IS NO KNOWN SUTIBLE PLACE TO BURY EXISTING BRIDGE/

INCLUDED IN THE PRICE BID FOR GRADING COMPLETE.

EXISTING PAVEMENT REMOVAL AND PREPARATION, SHALL ALSO BE

JOINTS ASSOCIATED WITH SHOULDER REMOVAL, AS WELL AS ALL OTHER

IN THE PRICE BID FOR GRADING COMPLETE. SAWED LONGITUDINAL

TO BE CONSTRUCTED SHALL BE REMOVED. REMOVAL SHALL BE INCLUDED

6. EXISTING PAVED SHOULDERS WHERE NEW TRAVEL OR TURN LANES ARE

COMPLETE.

STRUCTURES SHALL BE INCLUDED IN THE PRICE BID FOR GRADING

ALL COSTS ASSOCIATED WITH THE REMOVAL OF THESE PIPES AND

CONSTRUCTION LIMITS ARE TO BE REMOVED UNLESS OTHERWISE NOTED.

5. ALL EXISTING PIPES AND STRUCTURES WITHIN THE PROPOSED

INFORMATION.

STANDARD SPECIFICATION AND SUPPLEMENTS THERETO FOR ADDITIONAL

LANDFILL OR IN AN ENGINEERED FILL. SEE SECTION 201 OF THE

PERMITTED SOLID WASTE FACILITY, A PERMITTED INERT WASTE

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

OCCURRING IN THEM. ALL COMMON FILL OR EXCESS MATERIAL DISPOSED

ENVIRONMENTALLY APPROVED PRIOR TO CONSTRUCTION ACTIVITIES

4. ALL BORROW AND WASTE SITES FOR THIS PROJECT SHALL BE

FOR PIPE ON THE PROJECT.

WRAPPING PIPE JOINTS SHALL BE INCLUDED IN THE OVERALL COST

MINIMUM OVERLAP. EQUIVALENT TO MIRAFI 14ON. THE COST FOR

CENTERED ON JOINT WITH A 1'-0"

SHALL BE WRAPPED WITH TWO LAYERS OF FILTER FABRIC, 4'-0" WIDE.

3. ALL PIPE ON THE PROJECT SHALL BE CONCRETE. ALL PIPE JOINTS

THE COST FOR PIPE ON THE PROJECT.

TO THE COST OF THE PROJECT AND THE COST SHALL BE INCLUDED IN

(EXISTING AND PROPOSED) SHALL BE CONSIDERED INCIDENTAL

THE FLUSHING AND CLEANING OF DROP INLETS, CULVERTS AND PIPES

COMPLETION OF CONSTRUCTION TO REMOVE ANY SILT AND DEBRIS.

2. CONTRACTOR IS TO FLUSH ALL RETAINED INLETS AND PIPE AT THE

FOR THIS PROJECT.

PROJECT IS MORE THAN 1.0 ACRE, A NOTICE OF INTENT IS REQUIRED

1. SINCE THE PROJECT DISTURBED AREA ASSOCIATED WITH THIS

OF DUBLIN AND THE ENGINEER IMMEDIATELY.

SHOWN ON THE CONSTRUCTION PLANS, CONTRACTOR SHALL NOTIFY CITY

29. IF ANY UTILITIES ARE LOCATED IN THE FIELD THAT ARE NOT

FOR TRAFFIC CONTROL.

CONSTRUCTION OF THE JOB SHALL BE INCLUDED IN THE LUMP SUM BID

28. ANY TEMPORARY PAVING REQUIRED TO FACILITATE THE

CONSTRUCTION.

ANY POTENTIAL UNSUITABLE MATERIAL BE ENCOUNTERED DURING

27. CONTRACTOR SHALL NOTIFY CITY OF DUBLIN AND ENGINEER SHOULD

CROSSING ARE NECESSARY.

AND THE TOPS OF PROPOSED RELOCATED WATER MAINS WHERE VERTICAL

CLEARANCE SEPARATION BETWEEN THE BOTTOM OF PROPOSED STORM PIPES

26. CONTRACTOR TO MAINTAIN A MINIMUM OF 18" OF VERTICAL

PRIOR TO CONSTRUCTION.

UTILITIES. AND SHALL COORDINATE WITH THE LOCAL UTILITY COMPANY

UTILITIES ONLY IF NECESSARY FOR THE PROTECTION OF THE

AND SEWER MAINS, CONTRACTOR TO REMOVE AND REPLACE EXISTING

EXISTING UTILITIES. INCLUDING EXISTING WATER MAINS, GAS LINES,

25. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL

24. THIS PROJECT WILL NOT INCLUDE ASPHALT INDEXING.

CONSTRUCTION.

COORDINATE WITH CITY OF DUBLIN A MINIMUM OF 72 HOURS PRIOR TO

23. ALL EXISTING GAS LINES ARE ACTIVE. CONTRACTOR TO

MINIMUM IF 72 HOURS PRIOR TO CONSTRUCTION.

SECTIONS OF EXISTING WATER MAINS USING EXISTING VALVES A

COORDINATE WITH CITY OF DUBLIN TO SCHEDULE SHUT DOWN OF

22. ALL EXISTING WATER MAINS ARE ACTIVE. CONTRACTOR TO

DISTRICT'S FIELD MANUAL (THE GREEN BOOK).

WITH THE STATE OF GEORGIA SOIL AND WATER CONSERVATION

EROSION CONTROL PRACTICES SHALL BE IMPLEMENTED IN ACCORDANCE

EROSION CONTROL PRACTICES ONCE CONSTRUCTION IS COMPLETE. ALL

CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND REMOVING

UNPAVED AREAS, CONSTRUCTION ACCESS AND STORM WATER MONITORING.

PROTECTION, SILT FENCE INSTALLATION AS NEEDED, GRASSING IN

PRACTICES. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, INLET

21. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL

DUBLIN ON ANY PROPOSED DISTURBANCE TO ACCESS.

CONSTRUCTION. COORDINATE WITH PROPERTY OWNERS AND CITY OF

20. MAINTAIN ACCESS TO THE PROPERTIES AT ALL TIMES DURING

IN EASEMENTS.

19. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF DAMAGED ITEMS

BETTER AFTER CONSTRUCTION IS COMPLETED.

18. RESTORE TEMPORARY EASEMENTS AREA TO EXISTING CONDITIONS OR

CONCRETE PIPE.

THE PLANS. ALL OTHER PIPE SHALL BE CLASS III REINFORCED

17. UTILIZE CLASS V REINFORCED CONCRETE PIPE WHERE NOTED IN

PROCEDURES SHALL FOLLOW GDOT STANDARD SPECIFICATIONS.

BE PAID FOR IN OVERALL COST OF BID. TESTING FREQUENCY AND

OF ALL REQUIRED QUALITY TESTING SERVICES. COST OF TESTING SHALL

16. CONTRACTOR SHALL BE RESPONSIBLE FOR EMPLOYMENT AND PAYMENT

WILL BE CUT FLUSH WITH EXISTING GROUND.

OUTSIDE OF CUT/FILL LIMITS. ALL STUMPS OUTSIDE CUT/FILL LIMITS

WOODLAWN DR & CLAXTON DAIRY ROAD. NO GRUBBING WILL BE ALLOWED

15. CONTRACTOR SHALL CLEAR AND GRUB ENTIRE RIGHT OF WAY ALONG

COMPLETE.

SPECIFICATIONS AND WILL BE INCLUDED IN PRICE BID FOR GRADING

ACCORDANCE WITH SECTION 411 OF THE GEORGIA STANDARD

REQUIRED, SAW CUT OF EXISTING PAVEMENT WILL BE REQUIRED IN

14. IN AREAS WHERE NEW PAVEMENT OR PAVEMENT WIDENING IS

LANDSCAPING INSTALLATION FOR PLANTING LOCATIONS.

33. COORDINATE WITH THE CITY OF DUBLIN AND ENGINEER PRIOR TO

REPRESENTATIVE.

THIS BID ITEM IS ONLY TO BE USED AFTER APPROVAL FROM OWNER

UNSUITABLE MATERIALS THAT MAY BE ENCOUNTERED ON THE PROJECT.

THIS ITEM IS TO COVER THE REMOVAL AND REPLACEMENT OF

32. PAY ITEM "UNCLASSIFIED EXCAVATION" INCLUDED IN BID FORM.

PROHITBITED BETWEEN 7 A.M. AND 8:30 A.M.

CLOSURE. WHEN THE ROADWAY IS NOT CLOSED LANE CLOSURES ARE

CLOSURES TO THE CITY AND ENGINEER FOR APPROVAL PRIOR TO

ACTIVITIES. CONTRACTOR SHALL SUBMIT A SCHEDULE AND PLAN FOR ANY

ALLOW STORM DRAINAGE INSTALLATION AND SOME PAVING/GRADING

REASONABLE AMOUNT OF TIME (NOT THE ENTIRETY OF THE JOB) TO

31. THE CITY OF DUBLIN MAY ALLOW CLOSURE OF THE ROADWAY FOR

TRAFFIC CONTROL.

PAVEMENT REQUIRED TO STAGE THE JOB IN THE LUMP SUM BID FOR

TRAFFIC CONTROL. THE CONTRACTOR SHALL INCLUDE ANY TEMPORARY

POTENTIAL ROAD DETOURS) SHALL BE INCLUDED IN LUMP SUM BID FOR

CONSTRUCTION. ALL SIGNS AND NECESSARY MATERIALS (INCLUDING

TO CITY OF DUBLIN AND THE ENGINEER FOR APPROVAL PRIOR TO

30. CONSTRACTOR SHALL SUBMIT TRAFFIC CONTROL AND STAGING PLANS

UTILITY OWNER SERVICE

CITY OF DUBLIN WATER & SEWER

CITY OF DUBLIN GAS

CITY OF DUBLIN FIBER OPTIC

AT&T TELEPHONE

GEORGIA POWER ELECTRIC

CHARTER COMMUNICATIONS CATV/FIBER OPTIC

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

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0001-04

GENERAL NOTES

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GENERAL NOTES - STANDARD SIGNS

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

OF 7 FEET ABOVE THE SIDEWALK.

SIDEWALK IS PROPOSED OR EXISTING, THE SIGNS SHALL BE ERECTED AT A HEIGHT

THE NORMAL EDGE OF PAVEMENT TO THE BOTTOM OF THE SIGN OR ASSEMBLY. IF

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

OF ENGINEERING.

PROJECT ENGINEER WITHOUT PRIOR APPROVAL FROM THE CITY OF DUBLIN DIRECTOR

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.

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

17. THE CONTRACTOR WILL, AS REQUESTED BY THE CITY OF DUBLIN DIRECTOR OF

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

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

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11:48:54 AM

0002-04

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50 Park of Commerce Way •

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1122-1 Safety End Section (Concrete) (for Side Drain Pipe-or Storm Drain Pipe Parallel to Mainline) (Sheet 3 of 3) - 1/28/2005

1122-2 Safety End Section (Metal) (for Side Drain Pipe-or Storm Drain Pipe Parallel to Mainline) (Sheet 2 of 3) - 1/01/2005

1122-1 Safety End Section (Metal) (for Side Drain Pipe-or Storm Drain Pipe Parallel to Mainline) (Sheet 1 of 3) - 1/28/2005

Flared End Sections for Pipes. - 6/09/20061120

Concrete and Metal Pipe Culverts Sheet 3 of 3 - 9/26/20011030d3

Concrete and Metal Pipe Culverts Sheet 2 of 3 - 9/26/20011030d2

Concrete and Metal Pipe Culverts Sheet 1 of 3 - 9/01/20011030d1

GEORGIA STANDARDS

Details of Raised Pavement Markers - 9/22/2011T-15c

Details of Raised Pavement Marker Location Non-Limited Access Roadway - 9/15/2016T-15a

- 11/04/2020 Details of Pavement Marking - ArrowsT-12b

- 1/1/2000 Details of Pavement Marking Arrow LocationT-12a

Details of Pavement Marking Placement on Non-Limited Access Roadway - 9/15/2016T-11a

T-05b Details of Regulatory Signs (Sheet 2 of 2) - 1/01/2000

T-05a Details of Regulatory Signs (Sheet 1 of 2) - 1/01/2003

T-03a Type 7,8 and 9 Square Tube Post Installation Detail - 7/1/2002

Details For Typical Framing - 3/1/2000T-02

Sign Plates - 1/1/2000T-01

S-6 Typical Slope Paving Details - 11/29/1988

Pavement Edge Treatment Asphalt and Concrete Pavement - 11/17/2011P-7

CONSTRUCTION DETAILS

Traffic Control Detail for Lane Closure on Two-Lane Highway - 3/30/20069102

Traffic Control General Notes, Standard Legend, and Miscellaneous Details - 3/30/20069100

1401 Pavement Patching Details (Storm Drain or Utility Installations by Open cut Across Existing Pavement) - 8/01/1999

T-04 Details of Cardinal Direction Signs - 1/01/2000

PAYMENT WILL BE MADE FOR BENCHING.

AND NO ADDITIONAL MEASUREMENT OF QUANTITY OR

GRADING COMPLETE IN CONSTRUCTION OF THE EBANKMENT

THE ITEM OF UNCLASSIFIED EXCAVATION AND BORROW OR

3. THE PROCESS OF BENCHING IS CONSIDERED INCIDENTAL TO

THE HORIZONTAL DISTANCE TO VARY.

PART REACHES A MAXIMUM OF 4 FEET ALLOWING

THEN THE ACTUAL CUT STOPS WHEN THE VERTICAL

4 FEET IF A 8 FEET HORIZONTAL CUT IS MADE,

THE VERTICAL PART OF THE STEP WILL EXCEED

LAYERS ARE AGAIN PLACED. IF IT IS ANTICIPATED THAT

CUT 8 FEET INTO THE SLOPE AND SUCCESSIVE

BEFORE LAYER "E" IS PLACED, THE SECOND STEP IS

SUCCESSIVE LAYERS B, C, AND D ARE THEN PLACED

THE WIDTH OF THE TYPICAL D-8 BULDOZER BLADE).

A MAXIMUM DISTANCE OF ABOUT 8 FEET (ABOUT¾

PLACED THE FIRST STEP IS TO (1) CUT INTO THE SLOPE

2. THE DIAGRAM SHOWS THAT BEFORE LAYER "A" IS

(SEE DIAGRAM AT LEFT.)

BEING MADE.

MUST BE BENCHED WHILE THE EMBANKMENT IS

A SLOPE OF 3 TO 1 OR STEEPER. THE FOUNDATION

HILLSIDE OR ANOTHER EXISTING EMBANKMENT HAVING

1. WHERE THE EMBANKMENT IS TO BE PLACED ON A

4' MAX.

STEP 3

STEP 2

STEP 1

8' MAX. 8' MAX.

F

E

D

C

B

A

4' MAX.

4' MAX.

BENCHING DETAIL

4.5.28 NO SCALERevised 9/29/08

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/19/2025 dent.t

GPLOT-ORD

11:48:55 AM

0003-04

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

NOT to SCALE

WOODLAWN DR/CLAXTON DAIRY RD

CIRCULATORY ROADWAY

TYPICAL SECTION #1

STA.200+00.00 to STA. 200+64.22

STA.107+33.17 to STA.107+98.07

Shoulder

5'0"

Sidewalk

2'6"

8 IN X 30 IN, TP 2

CONCRETE CURB AND GUTTER

CENTRAL ISLAND RADIUS VARIES.4.

THE EXISTING PAVEMENT.

MILLING WILL BE REQUIRED TO CREATE A SMOOTH TIE TO 3.

OF NORMAL CROWN AND S.E. SECTIONS.

SUPERELEVATION RATES AND TRANSITIONS, AND LOCATIONS

SEE ROADWAY PLANS FOR METHOD OF SUPERELEVATION, 2.

EACH.

PLANS FOR LOCATION, DIRECTION AND COMPLETE DETAILS OF

TURN LANES ALSO APPLY TO OPPOSITE-HAND SECTIONS. SEE

TYPICAL SECTIONS ILLUSTRATING SUPERELEVATION AND 1.

NOTES:

VARIES

STA.400+00.00 to STA.400+66.14

STA.303+95.70 to STA. 304+62.17

Island Radius

LC

Inscribed Circle Radius

CENTER OF ROUNDABOUT

65'0"

0'-6"

Truck Apron Circulatory Roadway Width

18'0"

1% to 2% 1% (Typ)1% to 2%

1% (Typ)6:1 to 10:1 (Typ)

6", Type 1 Concrete Header Curb, 8 ", Type 9 Concrete Header Curb, G

C

SEE GDOT DETAIL RA-1

FOR LANDSCAPING DETAILS

VARIE

S 4:

1 MAX

VARIES 4:1 MAX

2%

24'10" 22'2"

A

B

0'-8"

C H

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

6'0" 0'0" to

VARIES

H

A

B

C

D

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL POLYMER-MODIFIED BITUM MATL & H LIME (165 LB/SY)

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

GRADED AGGREGATE BASE COURSE, INCL MATL 8 INCH DEPTH

E

IN DEPTH (AS REQUIRED)

MILL ASPH CONC PVMT, 1

RECYCLED ASP CON LEVELING, INCL BITUM MATL & H LIME, AS NEEDED

F

G

PAVEMENT REINFORCED FABRIC STRIPS, TP 2, 18" WIDTH

PLAIN PC CONC PVMT, CL 3 CONC, 10 IN THK (COLORED INSIGNIA RED 31136 AND STAMPED)

I

CONCRETE SIDEWALK, 4 IN

6 IN RAISED CONCRETE MEDIANN

GABEXISTING

GABEXISTING

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

SURFACE MIX

ASPHALTIC CONCRETE 19 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.

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/19/2025 dent.t

GPLOT-ORD

3084800_05.dgn

11:48:57 AM

0001-05

TYPICAL SECTIONS

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

GADOT

LOWNDES

NOT to SCALE

WOODLAWN DR/CLAXTON DAIRY RD

TANGENT SECTION

WIDENING & FULL DEPTH ASPHALT

TYPICAL SECTION #2

STA. 400+66.14 to STA.401+25.49

STA. 303+44.21 to STA.303+95.70

STA. 301+20.29 to STA.302+69.20

STA. 200+64.22 to STA. 201+95.16

STA. 105+39.75 to STA. 107+33.17

THE EXISTING PAVEMENT.

MILLING WILL BE REQUIRED TO CREATE A SMOOTH TIE TO 3.

OF NORMAL CROWN AND S.E. SECTIONS.

SUPERELEVATION RATES AND TRANSITIONS, AND LOCATIONS

SEE ROADWAY PLANS FOR METHOD OF SUPERELEVATION, 2.

EACH.

PLANS FOR LOCATION, DIRECTION AND COMPLETE DETAILS OF

VARIES 3:1 MAX

2:

MAX

6'0" 0'0" to

VARIES

Sidewalk

5'0"

8 IN X 30 IN, TP 2

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

CONCRETE CURB AND GUTTER

2% 2%

TRAVEL LANE

12'0" to 20'2"

VARIES

TRAVEL LANE

12'0" to 24'2"

VARIES

A

EXISTING PAVEMENT

A

B

C

A

B

C

CL

ON CONSTRUCTION CENTERLINE

SHIFTS FROM LEFT TO RIGHT

EXISTING PAVEMENT

0 TO 36'

VARIES

CL

0'0" to 22'9"

VARIES

SPLITTER ISLAND

2'-6"

VARI

ES

3:1

MAX

2:1 MAX

6'0" 0'0" to

VARIES

Sidewalk

5'0"

2'-6" 6 INCH, TYPE 7

URB FACEC

E

H

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

I H

402+52.72 TO 403+63.70

300+23.56 TO 303+49.45

104+33.90 TO 107+34.80

THIS SIDE STA.

NOTE: EXISITNG SIDEWALK TO REMAIN ON

400+88.56 TO 401+95.11

300+23.78 TO 303+56.98

200+65.23 TO 204+59.99

104+37.62 TO 105+26.85

THIS SIDE STA.

NOTE: EXISITNG SIDEWALK TO REMAIN ON

VARIES

1'-0"

SHOULDER

1'-0"

SHOULDERVARIES

H

A

B

C

D

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL POLYMER-MODIFIED BITUM MATL & H LIME (165 LB/SY)

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

GRADED AGGREGATE BASE COURSE, INCL MATL 8 INCH DEPTH

E

IN DEPTH (AS REQUIRED)

MILL ASPH CONC PVMT, 1

RECYCLED ASP CON LEVELING, INCL BITUM MATL & H LIME, AS NEEDED

F

G

PAVEMENT REINFORCED FABRIC STRIPS, TP 2, 18" WIDTH

PLAIN PC CONC PVMT, CL 3 CONC, 10 IN THK (COLORED INSIGNIA RED 31136 AND STAMPED)

I

CONCRETE SIDEWALK, 4 IN

6 IN RAISED CONCRETE MEDIAN

GABEXISTING

GABEXISTING

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

SURFACE MIX

ASPHALTIC CONCRETE 19 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.

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/19/2025 dent.t

GPLOT-ORD

11:48:58 AM

0002-05

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

GADOT

LOWNDES

NOT to SCALE

WOODLAWN DR/CLAXTON DAIRY RD

TANGENT SECTION

WIDENING & FULL DEPTH ASPHALT

TYPICAL SECTION #3

STA. 401+25.49 to STA. 403+63.70

STA. 302+69.20 to STA. 303+44.21

STA. 300+23.78 to STA. 301+20.29

STA. 201+95.16 to STA. 204+59.99

STA. 104+33.73 to STA. 105+39.75

THE EXISTING PAVEMENT.

MILLING WILL BE REQUIRED TO CREATE A SMOOTH TIE TO 3.

OF NORMAL CROWN AND S.E. SECTIONS.

SUPERELEVATION RATES AND TRANSITIONS, AND LOCATIONS

SEE ROADWAY PLANS FOR METHOD OF SUPERELEVATION, 2.

EACH.

PLANS FOR LOCATION, DIRECTION AND COMPLETE DETAILS OF

2% 2%

TRAVEL LANE

12'0" to 16'0"

VARIES

TRAVEL LANE

12'0" to 22'8"

VARIES

A

ON CONSTRUCTION CENTERLINE

SHIFTS FROM LEFT TO RIGHT

EXISTING PAVEMENT

0 TO 36'

VARIES

EXISTING PAVEMENT

CL

A

B

C

A

B

C

0'0" to 11'6"

VARIES

STRIPED MEDIAN

4:1

MAX A

ND T

YP

2:1 MAX

6'0" 0'0" to

VARIES

Sidewalk

5'0"

SHOULDER

2'-6"

VARIES 2:1 MAX

2:

MAX

6'0" 0'0" to

VARIES

Sidewalk

5'0"

SHOULDER

2'-6"

E

8 IN X 30 IN, TP 2

CONCRETE CURB AND GUTTER

8 IN X 30 IN, TP 2

CONCRETE CURB AND GUTTER

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

1'-0"1'-0"

H H

VARIESVARIES

H

A

B

C

D

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL POLYMER-MODIFIED BITUM MATL & H LIME (165 LB/SY)

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

GRADED AGGREGATE BASE COURSE, INCL MATL 8 INCH DEPTH

E

IN DEPTH (AS REQUIRED)

MILL ASPH CONC PVMT, 1

RECYCLED ASP CON LEVELING, INCL BITUM MATL & H LIME, AS NEEDED

F

G

PAVEMENT REINFORCED FABRIC STRIPS, TP 2, 18" WIDTH

PLAIN PC CONC PVMT, CL 3 CONC, 10 IN THK (COLORED INSIGNIA RED 31136 AND STAMPED)

I

CONCRETE SIDEWALK, 4 IN

6 IN RAISED CONCRETE MEDIAN

400+88.56 TO 401+95.11

300+23.78 TO 303+56.98

200+65.23 TO 204+59.99

104+37.62 TO 105+26.85

THIS SIDE STA.

NOTE: EXISITNG SIDEWALK TO REMAIN ON

402+52.72 TO 403+63.70

300+23.56 TO 303+49.45

104+33.90 TO 107+34.80

THIS SIDE STA.

NOTE: EXISITNG SIDEWALK TO REMAIN ON

GABEXISTING

GABEXISTING

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

SURFACE MIX

ASPHALTIC CONCRETE 19 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.

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/19/2025 dent.t

GPLOT-ORD

11:48:58 AM

0003-05

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

2'-8"

1%2%

VARIES

4", TYPE 1

CONCRETE HEADER CURB

TYPICAL SECTION

OUTSIDE TRUCK APRON

8 IN X 32 IN, TP 9

CONCRETE CURB AND GUTTER

A

B

C

VARIES

NOT to SCALE

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

C

G

0'-6'6"

H

A

B

C

D

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL POLYMER-MODIFIED BITUM MATL & H LIME (165 LB/SY)

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

GRADED AGGREGATE BASE COURSE, INCL MATL 8 INCH DEPTH

E

IN DEPTH (AS REQUIRED)

MILL ASPH CONC PVMT, 1

RECYCLED ASP CON LEVELING, INCL BITUM MATL & H LIME, AS NEEDED

F

G

PAVEMENT REINFORCED FABRIC STRIPS, TP 2, 18" WIDTH

PLAIN PC CONC PVMT, CL 3 CONC, 10 IN THK (COLORED INSIGNIA RED 31136 AND STAMPED)

I

CONCRETE SIDEWALK, 4 IN

6 IN RAISED CONCRETE MEDIAN

* SEE SHEET 13-0001 FOR LOCATION DETAILS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/19/2025 dent.t

GPLOT-ORD

11:48:59 AM

0004-05

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

EL. 251.41 (NAVD88)

E: 423,774.087

N: 926,358.614

1/2" REBAR & CAP SET

CP#1

N

W

N E

POE 304+62.17

POB 400+00.00

POE 107+98.07

POB 200+00.00

N

W

N E

W O O O D L A

W N

D R I V E

CLAXTON DAIRY ROAD

WOOODLAWN

DRI

VECLAXTON DAIRY ROAD

+0 7.

20 80

SCALE IN FEET

0 40

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/19/2025 dent.t

GPLOT-ORD

3084800_11.dgn

11:49:02 AM

0001-11

CONSTRUCTION LAYOUT

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

-0

D

RAWI

NG

No

+0

0.

MATCH

LI

NE

STA.

D R A

W I N G

N o

M A T C H

L I N E

S T A

D

R A

W I

G o

M A T

C H

L I

N E

S T A

M A T C H

L I N E

S T A

D R A

W I N G

N o

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

CURVE# 01

PI 103+86.93

N 926,108.2627

E 423,491.3217

¬ 41°57'37.8" (LT)

D 11°14'04.08"

T 195.57'

L 373.50'

R 510.00'

E 36.21' ed -2.0%

D.S. 35 mph

P T

N78°31'26.7"E

P C

P I

P O

B

WOOODLAWN DRIVE

STA 105+77.04

BEGIN OVERLAY

END MILL & INLAY

STA 104+33.73

BEGIN MILL & INLAY

BEGIN CONSTRUCTION

BEGIN PROJECT

A

W I

M A

T C

H

L I

N E

S

T A

20 80

SCALE IN FEET

0 4020 80

SCALE IN FEET

0 40

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/19/2025 dent.t

GPLOT-ORD

11:49:02 AM

0002-11

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

N45°03'29.6"W

P O

B

CLAXTON DAIRY ROAD

STA 300+23.78

INLAY

BEGIN MILL &

CONSTRUCTION

LIMITS OF

STA 300+77.32

BEGIN OVERLAY

INLAY

END MILL &

D R

A W

I N

G N o

.0

M

A T

C H

L I N

E S

T A

20 80

SCALE IN FEET

0 4020 80

SCALE IN FEET

0 40

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/19/2025 dent.t

GPLOT-ORD

11:49:03 AM

0003-11

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

CURVE# 02

PI 202+71.38

N 926,609.1052

E 423,972.2350

¬ 08°18'48.6" (LT)

D 15°26'36.98"

T 26.96'

L 53.83'

R 371.00'

P T

P I

N45°49'47.4"E

P O

E

WOOODLAWN DRIVE

STA 204+17.84

BEGIN MILL & INLAY

END OVERLAY

STA 204+59.99

END MILL AND INLAY

END CONSTRUCTION

END PROJECT

A

W I

M A

T

E

S T

A

20 80

SCALE IN FEET

0 4020 80

SCALE IN FEET

0 40

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/19/2025 dent.t

GPLOT-ORD

11:49:04 AM

0004-11

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

N46°02'51.6"W

P O

.4

STA 403+63.70

AND INLAY

END MILL

CONSTRUCTION

LIMITS OF

CLAXTON DAIRY ROAD

STA 403+17.17

AND INLAY

BEGIN MILL

END OVERLAY

D R

A W

I N

G N o

.0

M

A T

C H

L I N

E S

T A

20 80

SCALE IN FEET

0 4020 80

SCALE IN FEET

0 40

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/19/2025 dent.t

GPLOT-ORD

11:49:04 AM

0005-11

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

X S T

C

O N

C R E

W A L K

E X S T

C

O N C R E

L K

C O

N C R E

L K

E X S T

C

O N

C R E

L K

C O

N C R E

LK

E X S T

C

O N C R E

L K

IN

V

.7

(N

E

IN

V

.9

(S

E

T O P .0

G I

INV.= 245.99 (SW)

TOP=250.10

GI

INV.= 244.75 (NE)

INV.= 244.80 (NW)

TOP=250.34

GI

INV.= 247.46 (NW)

INV.= 247.71 (NE)

INV.= 247.85 (SW)

TOP=251.18

GI (RAISED DOME)

INV.= 246.43 (NW)

TOP=250.55

GI

IN

V

.7

(W

T O P .7

C

IM

H

244.54 (NW)INV.=

244.38 (SW)INV.=

244.74 (SE)INV.=

INV.= 249.61 (E)

TOP=252.77

SDMH

INV.= 247.94 (NE)

TOP=252.17

CIMH

244.45 (NW)INV.=

244.43 (SW)INV.=

244.63 (SE)INV.=

INV.= 244.63 (NE)

TOP=252.49

SDMH

IN

V

.3

(S

E

IN

V

.6

(S

W

T O P .16

C

IM

H

243.63 (NE)INV.=

245.45 (NW)INV.=

243.92 (SW)INV.=

INV.= 245.28 (SE)

TOP=252.63

SDMH

INV.= 248.14 (SE)

INV.= 248.22 (NW)

TOP=253.38

CIMH

INV.= 246.80 (SW)

INV.= 246.98 (SE)

INV.= 247.25 (NE)

TOP=252.27

SDMH

INV.= 247.53 (SW)

TOP=252.61

CIMH

INV.= 242.79 (NE)

INV.= 242.96 (SW)

TOP=252.70

CIMH

INV.= 245.20 (NW)

INV.= 245.22 (NE)

TOP=251.92

CIMH

INV.= 244.40 (NE)

INV.= 244.68 (SW)

INV.= 244.61 (SE)

TOP=252.01

CIMH

6' CHAINLINK FENCE

E L E C T R

IC

G

A T E

LOT

PARKING

CONCRETE

S

S I D E

W A L K

5' S

IDEWALK

5' SIDEWALK

S I

D E

W A L

K

5' SIDEWALK

5' SIDEWALK

S I D E

W A L K

S I

D E

W A L

K

W O O O D L A

W N

D R I V E

CLAXTON DAIRY ROAD

WOOODLAWN

DRI

VECLAXTON DAIRY ROAD

FLAT+28.86

ENC

+53.42

RC

+31.42

FLAT

+92.42

BNC+63.15

+0 7.

N

W

N E

POE 304+62.17

POB 400+00.00

POE 107+98.07

POB 200+00.00

N

W

N E

24"

A-1 A-2

A-3

A-4

A-5

A-6

A-7

A-8

A-9

A-20

A-12 A-13

A-14

A-15

A-17

INV.= 249.28

TOP=251.28

GI

A-4A

A-9A

A-18

A-18A

OFFSET 55.66' LT

STA 200+56.77

CURB INLET

REMOVE EXISTING

OFFSET 54.57' RT

STA 200+56.77

CURB INLET

REMOVE EXISTING

A-1A

A-20A

A-20B

A-18B

A-1B

A-18C

A-1C

SIDEWALK

TIE TO EXISTING

SIDEWALK

TIE TO EXISTING

SIDEWALK

TIE TO EXISTING

SIDEWALK

TIE TO EXISTING

SIDEWALK

TIE TO EXISTING

SIDEWALK

TIE TO EXISTING

OCONEE HOLDING

PIN: D09F-036

DB 2550 PG 2

PB 10 PG 278A

D

U B L

IN

F U L L

G

O S P E L

C

H U R C

H

A P P R

O X

IM

A T E

L A

N D

L O T

L

IN

E

A P P R

O X

IM

A T E

L A

N D

L O T

L

IN

E

L .L

L .L

SHAMROCK PROPERTIES INC

PIN: D09F-061-A

DB 1495 PG 98

PB 8 PG 464

WATTS & COLWELL

BUILDERS

PIN: D09F-061

DB 566 PG 22

WOODLAWN DEVELOPMENT CORPORATION

PIN: D09F-049

DB 817 PG 281

PLAT: DB 817 PG 278

2A

R E

Q 'D

R /W

R E

Q 'D

W

REQ'D R/W

E X

IS

T R

W

E X

IS

T R

W

E X

IS

T R

W

E X

IS

T R

W

E X

IS

T . R

W

E X

IS

T . R

W

E X

IS

T . R

W

E X

IS

T . R

W

CONST OF SLOPES

EASMT FOR THE

REQ'D R/W

DE3

DE4

DE11

DE12

DE13

DE18

DE23

DE24

DE5

DE26

DE32

DE28

DE40

INV.=245.67

C/L

TOP=251.67

SSMH

P V C

STA 107+10.91 & STA 303+34.82

BEGIN/END OUTSIDE TRUCK APRON

CURB FACE TO TYPE 9

TRANSISTION FROM TYPE 2

STA 200+86.07

END OUTSIDE TRUCK APRON

CURB FACE TO TYPE 2

TRANSISTION FROM TYPE 9

STA 303+73.43

BEGIN OUTSIDE TRUCK APRON

CURB FACE TO TYPE 9

TRANSISTION FROM TYPE 2

STA 202+26.01

HEADER CURB TYPE 4

BEGIN CONCRETE

A

W I

M A T

C H

L I

N E

S T

A

A W I

M A T C

H

L I

N E

S T

A

M A T C

H

L I

N E

S T

A

A W I

D R

A W I

M A T C

H

L I

N E

S T

A

20 80

SCALE IN FEET

0 40

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

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

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

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/19/2025 dent.t

GPLOT-ORD

3084800_13.dgn

11:49:09 AM

0001-13

CONSTRUCTION PLAN

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

EXST C

ONCRETE

WALK

EXST C

ONCRETE

WALK

EXST CONCRETE WALK

CONCRETE WALK

CONCRETE PARKING LOT

INV.= 245.08 (NE)

INV.= 245.21 (S)

TOP=249.74

GI

INV.= 247.11 (N)

TOP=250.92

GI

5' S

IDEWALK

WOOODLAWN DRIVE

STA 105+77.04

BEGIN OVERLAY

END MILL & INLAY

STA 104+33.73

BEGIN MILL & INLAY

BEGIN CONSTRUCTION

BEGIN PROJECT

E F S

RC

+94.57

CURVE# 01

PI 103+86.93

N 926,108.2627

E 423,491.3217

¬ 41°57'37.8" (LT)

D 11°14'04.08"

T 195.57'

L 373.50'

R 510.00'

E 36.21' ed -2.0%

D.S. 35 mph

P T

N78°31'26.7"E

P C

P I

P O

B

A-11

A-10

SIDEWALK

TIE TO EXISTING

END SIDEWALK

SHAMROCK PROPERTIES INC

PIN: D09F-061-A

DB 1495 PG 98

PB 8 PG 464

SHAMROCK PROPERTIES INC

PIN: D09F-064

DB 3337 PG 217

PB 5 PG 192

WATTS & COLWELL

BUILDERS

PIN: D09F-061

DB 566 PG 22

EXIST. R/W

REQ'

D R/

W

STA 104+89.17

CURB AND GUTTER

TIE INTO EXISTING

STA 104+33.80

CURB AND GUTTER

TIE INTO EXISTING

A

W I

M A

T

N E

S

T A

20 80

SCALE IN FEET

0 40 www.thomasandhutton.com

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

20 80

SCALE IN FEET

0 40

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

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

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

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/19/2025 dent.t

GPLOT-ORD

11:49:10 AM

0002-13

Savannah, GA 31405 • 912.234.5300

50 Park of Commerce Way •

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

CONCRETE WALK

EXST CONCRETE WALK

CONCRETE WALK

CONCRETE PARKING LOT

CONCRETE PARKING LOT

SIGN

1.2' METAL

INV.= 249.30 (SE)

INV.= 248.56 (NW)

TOP=253.46

GI (RAISED DOME)

INV.=250.71 (NW)

INV.= 250.48 (SE)

INV.= 252.63 (N)

TOP=255.45

GI

IN

V

.4

(N

W

IN

V

.7

(N

E

IN

V

.8

(S

W

T O P 1.

G I (R

A

IS

E D

D

O M E

INV.= 247.80

ES

INV.= 245.70 (NW)

INV.= 245.81 (SW)

INV.= 245.84 (SE)

TOP=253.75

CIMH

INV.= 245.92

ES

INV.= 248.31 (NE)

TOP=252.37

CIMH

INV.= 245.37 (NW)

INV.= 245.37 (SW)

INV.= 245.37 (SE)

TOP=253.09

SDMH

8" BRICK SIGN

INV.= 248.19 (NE)

TOP=252.22

SDMH

INV.= 245.06 (NE)

TOP=252.38

CIMH

PAVED OVER

SDMH

CLAXTON DAIRY ROAD

STA 300+23.78

INLAY

BEGIN MILL &

CONSTRUCTION

LIMITS OF

STA 300+77.32

BEGIN OVERLAY

INLAY

END MILL &

N45°03'29.6"W

P O

B

DUBLIN FULL GOSPEL CHURCH

PIN: D09F-050

DB 522 PG 28 DUBLIN FULL GOSPEL CHURCH

PIN: D09F-056

DB 522 PG 28

WATTS & COLWELL

BUILDERS

PIN: D09F-061

DB 566 PG 22

EXIST. R/W

EXIST. R/W

VAULT

WATER

STA 300+67.69

CURB AND GUTTER

TRANSISTION TO EXISTING

STA 302+15.49

CURB AND GUTTER

TRANSISTION TO EXISTING

ST

3+

.4

BE

GI

N

OUT

SI

DE

T

RUC

K

AP

RON

CUR

B

FAC

E

TO

TYP

E

TR

ANS

IS

TI

ON

FR

OM

TYP

E

D R

A W

I N

G N o

.0

M

A T

C H

L I N

E S

T A

20 80

SCALE IN FEET

0 40 www.thomasandhutton.com

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

20 80

SCALE IN FEET

0 40

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

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

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

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/19/2025 dent.t

GPLOT-ORD

11:49:10 AM

0003-13

Savannah, GA 31405 • 912.234.5300

50 Park of Commerce Way •

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

WALKEXST CONCRETE EXST CONCRETE WALK

IN

V

.4

(N

W

T O P .5

G I

IN

V

.8

S

E

T O

P

.4

G I

5' CHAINLINK FENCE

S

15" CMP

MAIN_P_CONSTCL0 - Plan 3

5' SIDEWALK

WOOODLAWN DRIVE

STA 204+17.84

BEGIN MILL & INLAY

END OVERLAY

STA 204+59.99

END MILL AND INLAY

END CONSTRUCTION

END PROJECT

E F S

B F S

R C

F L A T

B N C

CURVE# 02

PI 202+71.38

N 926,609.1052

E 423,972.2350

¬ 08°18'48.6" (LT)

D 15°26'36.98"

T 26.96'

L 53.83'

R 371.00'

PT

.2

P I

N45°49'47.4"E

P

.1

A-16

END SIDEWALK

OCONEE HOLDING

PIN: D09F-036

DB 2550 PG 2

PB 10 PG 278A

APARTMENTS, LP

DUBLIN HALL

PIN: D09F-063

DB 1606 PG 154

PB 8 PG 650

WOODLAWN DEVELOPMENT CORPORATION

PIN: D09F-049

DB 817 PG 281

PLAT: DB 817 PG 278

2B2

EXIST. R/W

EXIST. R/W

REQ'D R/W

EASMT FOR THE CONST OF SLOPES

EASMT FOR THE CONST OF SLOPES

DE9

DE33

OCONEE HOLDING

PIN: D09F-036

DB 2550 PG 2

PB 10 PG 278A

2B1

DE35

DE38

DE34

INV.=244.27

C/L

TOP=255.79

SSMH

P V

C

8" PVC

STA 204+44.19

CURB AND GUTTER

TIE INTO EXISITING

STA 203+31.99

CURB AND GUTTER

END PROPOSED

STA 203+18.00

HEADER CURB TYPE 4

END CONCRETE

A

W I

M A

T

A

20 80

SCALE IN FEET

0 4020 80

SCALE IN FEET

0 40

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

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

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

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/19/2025 dent.t

GPLOT-ORD

11:49:11 AM

0004-13

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

CONCRETE WALK

CONCRETE PARKING LOT

CONCRETE WALKCONCRETE WALK

INV.= 246.14 (SE)

TOP=251.32

GI

INV.= 248.56 (SE)

INV.= 249.09 (NW)

TOP=252.75

GI

INV.= UNABLE TO OBTAIN

TOP=254.86

GI

INV.= UNABLE TO OBTAIN

TOP=254.86

GI

INV.= 248.50 (SE)

INV.= 248.54 (NW)

TOP=252.96

GI

5' CHAINLINK FENCE

S

S

5' SIDEWALK

STA 403+63.70

AND INLAY

END MILL

CONSTRUCTION

LIMITS OF

CLAXTON DAIRY ROAD

STA 403+17.17

AND INLAY

BEGIN MILL

END OVERLAY

N46°02'51.6"W

P

.4

A-19A

A-19

EXISTING SIDEWALK

TIE TO

SHAMROCK PROPERTIES INC

PIN: D09F-061-A

DB 1495 PG 98

PB 8 PG 464

CFI REAL ESTATE HOLDINGS, INC

PIN: D09F-035

DB 1347 PG 105

PB 410 PG 38

APPROXIMATE LAND LOT LINE

A P

P R

O X

IM

A

E

L.L 230

EXIST. R/W

EXIST. R/W

EASMT FOR THE CONST OF SLOPES

DE1

DE2

P

V C

8" CLAY

A Y

NW)

INV.= 252.01 (

NE)

INV.= 252.31 (

TOP=255.00

SSMH 250.44

C/L INV.=

TOP=255.21

SSMH

STA 403+63.40

CURB AND GUTTER

EXISTING

TIE INTO

D R

A W

I N

G N o

.0

M

A T

C H

L I N

E S

T A

20 80

SCALE IN FEET

0 40 www.thomasandhutton.com

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

20 80

SCALE IN FEET

0 40

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

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

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

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/19/2025 dent.t

GPLOT-ORD

11:49:11 AM

0005-13

Savannah, GA 31405 • 912.234.5300

50 Park of Commerce Way •

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

102+00 103+00 104+00 105+00 106+00 107+00

210 210

215 215

220 220

225 225

230 230

235 235

240 240

245 245

250 250

255 255

260 260

265 265

270 270

275 275

280 280

285 285

290 290

295 295

.2

.9

.3

.8

.3

.8

.4

.1

.7

.2

.1

.8

EXIST. GROUND

STA 104+33.73

BEGIN MILL AND INLAY

BEGIN CONSTRUCTION

BEGIN PROJECT

STA 105+77.04

BEGIN OVERLAY

END MILL AND INLAY

PROFILE GRADE

EXIST. GROUND

PROFILE GRADE

18-001

GRADING SHEET

SEE SPECIAL

WOODLAWN DRIVE

-0.6709%

-0.5461% 0.7661%

P V

I

P V

I

P V

C

P V

C

P V

T

P V

T

V L

O W

150.00' VC

K = 1201.43

DS = 25 mph

75.00' VC

K = 57.15

DS = 25 mph

P V

I

P V

I

1" = 10'

VERTICAL

1" = 40'

HORIZONTAL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/19/2025 dent.t

GPLOT-ORD

3084800_15.dgn

11:49:14 AM

0001-15

MAINLINE PROFILE

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

-0.4822% RT

Ditch Grade

RT 105+99.86

EL 251.33

RT 106+50.04

EL 251.08

RT 106+98.91

EL 250.84

-0.4977% RT Ditch Grade

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

.7

.8

.9

.1

.4

.6

.9

.2

.8

.4

EXIST. GROUND

PROFILE GRADE

PROFILE GRADE

EXIST. GROUND

STA 204+59.99

END MILL AND INLAY

END CONSTRUCTION

END OF PROJECT

STA 204+17.84

BEGIN MILL AND INLAY

END OVERLAY

201+00 202+00 203+00 204+00 205+00

210 210

215 215

220 220

225 225

230 230

235 235

240 240

245 245

250 250

255 255

260 260

265 265

270 270

275 275

280 280

285 285

290 290

295 295

18-001

GRADING SHEET

SEE SPECIAL

250.00' VC

K = 3894.44

DS = 25 mph

0.2343% 0.2985%

P V

I

P V

C

P V

T

P V

I

P V

I

1" = 10'

VERTICAL

1" = 40'

HORIZONTAL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/19/2025 dent.t

GPLOT-ORD

3084800_15.dgn

11:49:15 AM

0002-15

MAINLINE PROFILE

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

RT 200+71.51

EL 252.16

RT 201+17.22

EL 251.92

-0.5000% RT

Ditch Grade

1.4996% RT Ditch Gr ade

LT 201+13.46

EL 251.49

-0.8644% LT

Ditch Grade

RT 201+89.14

EL 253.00

LT 201+49.49

EL 251.18

LT 202+35.82

EL 250.75

-0.5000% LT

Ditch Grade

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

300+00 301+00 302+00 303+00 304+00

210 210

215 215

220 220

225 225

230 230

235 235

240 240

245 245

250 250

255 255

260 260

265 265

270 270

275 275

280 280

285 285

290 290

295 295

.9

.5

.2

.2

.4

.4

.5

.8

.9

200.00' VC

K = 347.95

DS = 25 mph

P V

.2

PROFILE GRADE

EXIST. GROUND

PROFILE GRADE

EXIST. GROUND

STA 300+23.78

BEGIN MILL AND INLAY

LIMITS OF CONSTRUCTION

-0.3216%

CLAXTON DAIRY ROAD

STA 300+77.32

BEGIN OVERLAY

END MILL AND INLAY

V L

.6

18-001

GRADING SHEET

SEE SPECIAL

P V

I

0.2532%

P V

I

P V

C

P V

T

1" = 10'

VERTICAL

1" = 40'

HORIZONTAL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/19/2025 dent.t

GPLOT-ORD

3084800_16.dgn

11:49:18 AM

0001-16

CROSSROAD PROFILE

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

-0.5041% LT Ditch Grade

LT 303+57.87

EL 250.24

LT 303+86.24

EL 250.10

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

.1

.3

.6

.1

.2

.6

.2

P V

I

.9

EXIST. GROUND

PROFILE GRADE

PROFILE GRADE EXIST. GROUND

STA 403+63.70

END MILL AND INLAY

LIMITS OF CONSTRUCTION

0.2845%

CLAXTON DAIRY ROAD

P V

I

P V

I

0.4402%

STA 403+17.17

AND INLAY

BEGIN MILL

END OVERLAY

18-001

GRADING SHEET

SEE SPECIAL

401+00 402+00 403+00 404+00

210 210

215 215

220 220

225 225

230 230

235 235

240 240

245 245

250 250

255 255

260 260

265 265

270 270

275 275

280 280

285 285

290 290

295 295

1" = 10'

VERTICAL

1" = 40'

HORIZONTAL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/19/2025 dent.t

GPLOT-ORD

3084800_16.dgn

11:49:19 AM

0002-16

CROSSROAD PROFILE

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

LT 401+19.86

EL 251.62

LT 401+41.22

EL 251.71

LT 401+94.88

EL 251.93

LT 402+74.08

EL 251.32

LT 403+42.85

EL 252.59

LT 403+63.70

EL 252.83

0.4174% LT

Ditch Grade

0.4100% LT

Ditch Grade -0.7754% LT Ditch Grade

1.8469% LT

Ditch Gr ade

1.1269% LT

Ditch Grade

RT 402+22.72

EL 253.15

RT 402+36.74

EL 252.96

RT 403+27.24

EL 253.87

-1.3600% RT

Ditch Grade

1.0087% RT Ditch Grade

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

WOODLAWN DR.

EDGE OF TRAVEL LANE

WOODLAWN DR.

STA. 203+66.03 LT

WOODLAWN EXT.

EDGE OF TRAVEL LANE

WOODLAWN EXT.

STA. 104+72.00 LT

WOODLAWN EXT.

EDGE OF TRAVEL LANE

WOODLAWN EXT.

STA. 104+74.00 RT

9+50 9+60 9+70 9+80 9+90

250 250

260 260

.7

4.

2.00%

P V

I

P V

C

P V

T

10.00' VC

P V

I

P V

I

C L

9+40 9+50 9+60 9+70 9+80 9+90

250 250

260 260

.4

-1.00%

-1.95%

8.

3.1 6%

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

C L

10+00 10+10 10+20 10+30 10+40 10+50 10+60

250 250

260 260

.3

.4

4.6 4%

-2.39%

P V

I

P V

C

P V

T

10.00' VC

P V

I

C L

P V

I

1" = 4'

VERTICAL

1" = 20'

HORIZONTAL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/19/2025 dent.t

GPLOT-ORD

3084800_17.dgn

11:49:21 AM

0001-17

DRIVEWAY PROFILE

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

CLAXTON DAIRY

EDGE OF TRAVEL LANE

CLAXTON DAIRY

STA. 303+07.32 RT

CLAXTON DAIRY

EDGE OF TRAVEL LANE

CLAXTON DAIRY

STA. 402+15.58 RT

CLAXTON DAIRY

EDGE OF TRAVEL LANE

CLAXTON DAIRY

STA. 403+35.15 RT

10+00 10+10 10+20 10+30 10+40 10+50

240 240

250 250

260 260

.4

.3

-2.00% 0.86%

P V

I

P V

C

P V

T

V H

I G

H

10.00' VC

P V

I

C L

P V

I

10+00 10+10 10+20 10+30 10+40

240 240

250 250

260 260

.7

-2.00% 2.74

P V

I

P V

C

P…