27691_0053 SR 144 _ Oak Level Road Compact Ro.pdf

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PROJECT LOCATION

MILES

DATE

as- PLANS COMPLETED -

REVISIONS

0.3085

0.3085

PLAN AND PROFILE OF PROPOSED

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

0.3085

LENGTH OF PROJECT

PROJECT DESIGNATION: EXEMPT

COUNTY No.029

CHIEF ENGINEER

BRYAN COUNTY 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 :

FUNCTIONAL CLASS:

RURAL MAJOR COLLECTOR

BRYAN

.% IN CONG. DIST. NO.

COUNTY AND IS

% IN THIS PROJECT IS

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

Project No.

BY:

PLANS PREPARED

APPROVAL BY:

RECOMMENDED FOR

DESIGN

01-0001

LOCATION SKETCH

27691.0053

COMPACT ROUNDABOUT

SR 144/ OAK LEVEL ROADTRAFFIC A.D.T.:

SPEED DESIGN:

24 HR.TRUCKS %:

DESIGN DATA:

6,890 (2022)

25 MPH

CIRCULATORY ROADWAY IN/AT:

45/35 MPH

S.R. 144:

45/35 MPH

OAK LEVEL/BELFAST KELLER:

THOMAS & HUTTON ENGINEERING CO.

8/19/2019 arce.r

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CONCOV

DRAWING No.www.thomasandhutton.com

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

BELFAST KELLER ROAD

OAK LEVEL ROAD

S R

B R Y A N

N E C K

R D

S R

B R Y A N

N E C K

R D

STA 202+54.75

LIMITS OF CONSTRUCTION

STA 304+00.00

END CONSTRUCTION

END PROJECT

STA 100+29.66

BEGIN CONSTRUCTION

BEGIN PROJECT

BELFAST KELLER RD STA 403+74.36

S.R. 144/ BRYAN NECK RD STA 300+10.13

CENTERLINE INTERSECTION OAK LEVEL RD STA 200+15.00

S.R. 144/ BRYAN NECK RD STA 103+28.50

CENTERLINE INTERSECTION

STA 400+99.42

LIMITS OF CONSTRUCTION

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Erosion Control Watershed Map-Site Monitoring55-0001

BMP Location Details54-0001 - 54-0003

ESPCP Drainage Area Map53-0001

ESPC General Notes Drawing51-0001 - 51-0008

Erosion Control Cover Drawing50-0001

Erosion Control Plans

Special Construction Detail38-0001

Signing and Marking Plans and Details - Plan Drawings26-0001

Utility Plans24-0001

Special Grading Drawings (Sediment/Detention Basins, Parking Lots, etc…)18-0001

Mainline Roadway Profile Drawings15-0001 - 15-0004

Mainline Roadway, Crossroad, Side Street, and Frontage Road Plan Drawings13-0001

Construction Layout Drawing (Stakeout Drawing)11-0001

Typical Sections05-0001 - 05-0005

General Notes/Project Notes04-0001 - 04-0004

Index Drawing02-0001

Cover Drawing01-0001

02-0001

DRAWING NO. DESCRIPTION DRAWING NO. DESCRIPTION

INDEX

COMPACT ROUNDABOUT

SR 144/ OAK LEVEL ROAD

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

2/15/2024 arce.r

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11:53:16 AM

GPLN-CE

www.thomasandhutton.com Savannah, GA 31405 • 912.234.5300

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UTILITY OWNER SERVICE

BRYAN COUNTY WATER

BRYAN COUNTY SEWER

ATLANTA GAS LIGHT NATURAL GAS

CLEARWAVE FIBER FIBER

COASTAL ELECTRIC POWER

COMCAST FIBER

CONCRETE - DRIVEWAY CONRETE, 8 IN THICK

GRADED AGGREGATE BASE 6 IN

CONC. 19 MM SUPERPAVE, GP1 OR 2 INCL BITUM MATL & H LIME,

GP2 ONLY, INCL BITUM MATL & H LIME, 220 LB,SY RECYCLED ASPHALT

ASPHALT - 165 LB/SY RECYCLED ASPHALT CONC., 12.5 MM SUPERPAVE,

COMMERCIAL:

CONCRETE - DRIVEWAY CONCRETE, 6 IN THICK

GP2 ONLY, INCL BITUM MATL & H LIME, GRADED AGGREGATE BASE 6 IN

ASPHALT - 15 LB/SY RECYCLED ASPHALT CONC., 12.5 MM SUPERPAVE,

RESIDENTIAL:

CONSTRUCTED USING:

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

THE ENGINEER PRIOR TO MAKING ANY REVISIONS TO LOCATION, WIDTH,

AVAILABLE DATA: THE CONTRACTOR SHALL OBTAIN THE APPROVAL FROM

PLANS. EXISTING DRIVEWAY LOCATIONS ARE SHOWN FROM THE BEST

DRIVES SHALL BE 24 FEET WIDE UNLESS NOTED OTHERWISE IN THE

AT THE THROAT UNLESS NOTED OTHERWISE IN THE PLANS. COMMERCIAL

EARTH/GRAVEL DRIVES. RESIDENTIAL DRIVES SHALL BE 14 FEET WIDE

FOR ASHPALT, CONCRETE FOR CONCRETE, AND ASPHALT FOR

GREATER. ALL DRIVEWAYS SHALL BE REPLACED AS FOLLOWS ASHPALT

BACK TO THE TIE IN POINT OR REQUIRED RIGHT OF WAY, WHICHEVER IS

41. ALL DRIVEWAYS THAT ARE TO BE RECONSTRUCTED WILL BE PAVED

THE COST OF THE CONCRETE PAY ITEM.

40. THE INSIGNIA RED #30152 COLOR USED IS TO BE INCLUDED IN

CONTROL.

MESSAGE SIGNS IS TO BE INCLUDED IN THE OVERALL BID FOR TRAFFIC

CHANGEABLE MESSAGE SIGNS. THE COST OF THE PORTABLE CHANGEABLE

THE TRAVELING PUBLIC OF THE UPCOMING CHANGE USING PORTABLE

CONTRACTOR SHALL INFORM GDOT (AT ROUNDABOUTS@DOT.GA.GOV) AND

39. TWO (2) WEEKS PRIOR TO OPENING OF THE ROUNDABOUTS, THE

PAID FOR UNDER THE BID ITEM "LANDSCAPING".

TRANSPORTATION STANDARDS AND DETAIL RA-1. THIS WORK SHALL BE

38. ROUNDABOUT LANDSCAPING SHALL FOLLOW GEORGIA DEPARTMENT OF

HARMED DURING CONSTRUCTION IN ANY WAY.

BALL OF THE TREE. TREES MARKED FOR PRESERVATION ARE NOT TO BE

ACTIVITIES WITHIN THE DRIP LINE IN ORDER TO PROTECT THE ROOT

EXERCISE CARE WHEN CONDUCTING CONSTRUCTION OR DEMOLITION

ORANGE BARRIER FENCE AS SHOWN IN THE PLANS. THE CONTRACTOR WILL

37. TREES MARKED FOR PRESERVATION ARE TO BE MARKED OFF WITH

DURING CONSTRUCTION.

CONTRACTOR SHALL COORDINATE WITH COASTAL ELECTRIC COOPERATIVE

36. LIGHTING TO BE INSTALLED BY COASTAL ELECTRIC COOPERATIVE.

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

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

CLOSURES WITH THE ENGINEER, BRYAN COUNTY, AND GDOT COORDINATOR.

THE LUMP SUM BID FOR TRAFFIC CONTROL. COORDINATE PROJECT LANE

INCLUDE ANY TEMPORARY PAVEMENT REQUIRED TO STAGE THE JOB IN

IN LUMP SUM BID FOR TRAFFIC CONTROL. THE CONTRACTOR SHALL

MATERIALS (INCLUDING POTENTIAL ROAD DETOURS) SHALL BE INCLUDED

FROM GDOT, PRIOR TO CONSTRUCTION. ALL SIGNS AND NECESSARY

TO BRYAN COUNTY AND THE ENGINEER FOR APPROVAL, WITH CONCURENCE

34. CONSTRACTOR SHALL SUBMIT TRAFFIC CONTROL AND STAGING PLANS

COUNTY AND THE ENGINEER IMMEDIATELY.

SHOWN ON THE CONSTRUCTION PLANS, CONTRACTOR SHALL NOTIFY BRYAN

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

CONTROL.

OF THE JOB SHALL BE INCLUDED IN THE LUMP SUM BID FOR TRAFFIC

32. ANY TEMORARY PAVING REQUIRED TO FACILITATE THE CONSTRUCTION

CONSTRUCTION.

ANY POTENTIAL UNSUITABLE MATERIAL BE ENCOUNTERED DURING

31. CONTRACTOR SHALL NOTIFY BRYAN COUNTY 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

30. 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, CONTRACTPR TO REMOVE AND REPLACE EXISTING

EXISTING UTILITIES. INCLUDING EXISTING WATER MAINS, GAS LINES,

29. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL

28. THIS PROJECT WILL NOT INCLUDE ASPHALT INDEXING.

PRIOR TO CONSTRUCTION.

COORDINATE WITH BRYAN COUNTY AND UTILITY OWNER A MINIMUM OF 72

27. ALL EXISTING GAS LINES ARE ACTIVE. CONTRACTOR TO

HOURS PRIOR TO CONSTRUCTION.

OF EXISTING WATER MAINS USING EXISTING VALVES A MINIMUM IF 72

COORDINATE WITH BRYAN COUNTY TO SCHEDULE SHUT DOWN OF SECTIONS

26. 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

25. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL

PARCEL 5.

COUNTY AND THE ENGINEER FOR THE LOCATION OF NEW DRIVEWAY FOR

ON ANY PROPOSED DISTURBANCE TO ACCESS. COORDINATE WITH BRYAN

CONSTRUCTION. COORDINATE WITH PROPERTY OWNERS AND BRYAN COUNTY

24. MAINTAIN ACCESS TO THE PROPERTIES AT ALL TIMES DURING

IN EASEMENTS.

23. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF DAMAGED ITEMS

BETTER AFTER CONSTRUCTION IS COMPLETED.

22. RESTORE TEMPORARY EASEMENTS AREA TO EXISTING CONDITIONS OR

THE PLANS.

21. UTILIZE CLASS V REINFORCED CONCRETE PIPE WHERE NOTED IN

INSTALLCONDUIT/EQUIPMENT.

PRIOR TO ANY NEW PAVING. NO NEW PAVING SHALL BE CUT TO

20. ALL CONDUIT WHICH IS RUN UNDER ROADWAY SHALL BE INSTALLED

ITEM IS TO BE INCLUDED WITH THE COST OF THE CONDUIT.

GALVANIZED PULL WIRE IN EACH EMPTY CONDUIT. THE COST OF THIS

19. THE CONTRACTOR SHALL INSTALL A NYLON PULL CORD OR

WITHIN THE RIGHT OF WAY.

ON THE DRAWING ARE DIAGRAMMATIC. CONTRACTOR SHALL INSTALL THEM

18. ALL CONDUIT AND ELECTRICAL JUNCTION BOXES (EJB) PLACEMENTT

EARTH AT A DEPTH OF NOT LESS THAN 24".

INSTALLED UNDERNEATH ROADWAYS AND DRIVES SHALL BE BUIRIED IN

17. ALL UNDERGROUND CONDUIT SHALL BE SCH 40 PVC. CONDUIT

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

CUT/FILL LIMITS WILL BE CUT FLUSH WITH EXISTING GROUND.

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

EXCEPTION OF TREES MARKED FOR PRESERVATION. NO GRUBBING WILL

BELFAST KELLER ROAD, OAK LEVEL ROAD, AND SR 144, WITH THE

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

DURING THE CONSTRUCTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITIES

ARE BASED ON INFORMATION OBTAINED FROM UTILITY COMPANIES.

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

OF FILTER FABRIC, 4'-0" WIDE. CENTERED ON JOINT WITH A 1'-0"

3. ALL CONCRETE PIPE JOINTS SHALL BE WRAPPED WITH TWO LAYERS

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

GENERAL NOTES

04-0001

COMPACT ROUNDABOUT

SR 144/ OAK LEVEL ROAD

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

2/12/2024 arce.r

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10:13:39 AM

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

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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

OPERATIONS.

PROJECT ENGINEER WITHOUT PRIOR APPROVAL FROM THE OFFICE OF TRAFFIC

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

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

FIELD CONDITIONS WHERE NECESSARY, BUT SHALL BE WITHIN THE LIMITATIONS

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

SUPPLEMENTAL SPECIFICATIONS, AND/OR SPECIAL PROVISIONS.

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

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

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

OR ARE CONTRARY TO THESE SIGN PLANS.

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

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

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

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

MISCELLANEOUS SIGNS.

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

UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION, FOR DETAILS.

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

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

PUNCHED, SHALL BE REQUIRED TO PROPERLY MOUNT THE ASSEMBLY.

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

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

WITHIN AN ASSEMBLY.

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

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

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

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

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

BE USED FOR ALL WARNING SIGNS.

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

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

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

OR CLASS 2 ADHESIVE BACKING IS PERMISSIBLE.

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

ALL STANDARD HIGHWAY SIGNS REQUIRING REFLECTORIZED BACKGROUNDS EXCEPT

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

TYPICAL FRAMING DETAILS.

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

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

GENERAL NOTES

04-0002

COMPACT ROUNDABOUT

SR 144/ OAK LEVEL ROAD

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

2/12/2024 arce.r

GPLOT-ORD

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Savannah, GA 31405 • 912.234.5300

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THESE POSTS IN ANY WAY WITHOUT APPROVAL FROM THE DISTRICT OFFICE OF TRAFFIC OPERATIONS.

20. BREAK-AWAY POSTS MARKED WITH AN (*) ARE SPECIAL DESIGN. THE CONTRACTOR SHALL NOT CHANGE

THE COST FOR THIS WORK SHALL BE INCLUDED IN THE OVERALL PRICE BID FOR THE PROJECT.

DISTANCE SHALL BE IN ACCORDANCE WITH SECTION 201 OF THE GEORGIA STANDARD SPECIFICATIONS.

A MINIMUM SIGHT DISTANCE OF 1000 FEET. CLEARING OF OBSTACLES TO OBTAIN THE MINIMUM SIGHT

19. THE CONTRACTOR SHALL ENSURE THAT ALL SPECIAL ROADSIDE SIGNS INSTALLED BY THIS PROJECT HAVE

GUARD RAIL.

18. THE NEAR EDGE OF SIGNS ERECTED BEHIND GUARD RAIL SHALL BE 6 FEET BEHIND THE FACE OF THE

ON GEORGIA STANDARD 9054A.

OF FURNISHING AND PLACING REINFORCEMENT STEEL AND STUB POSTS AS SHOWN IN THE FOOTING DETAILS

17. FOR BREAK-AWAY POSTS THE CONTRACT BID PRICE FOR CLASS "A" CONCRETE SHALL INCLUDE THE COST

COMPLETION OF GALVANIZING.

16. GALVANIZED STEEL I-BEAMS SHALL HAVE ALL IDENTIFICATION NUMBERS RE-ESTABLISHED AFTER

9054B, AND 9054C.

DETAILS FOR SPECIAL ROADSIDE SIGNS WITH BREAK-AWAY POSTS, REFER TO GEORGIA STANDARDS 9054A, ACCORDING TO GEORGIA STANDARDS PRIOR TO ORDERING MATERIALS. FOR ERECTION AND FOUNDATION

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE CORRECT LENGTHS AND SIZES

15. POST LENGTHS, POST SIZES, AND FOOTING SIZES FOR SPECIAL ROADSIDE SIGNS ARE ESTIMATED, ONLY.

MAINTAINED.

AND MAINLINE PAVED SHOULDERS TO THE RIGHT AND LEFT EDGES OF THE SIGN, RESPECTIVELY SHALL BE

THE PHYSICAL NOSE OF THE RAMP. A MINIMUM CLEARANCE OF 2 FEET FROM THE EDGES OF THE RAMP

14. EXIT GORE SIGNS SHALL BE ERECTED WITHIN A RANGE OF 25 FEET MINIMUM TO 100 FEET MAXIMUM FROM

BOTTOM OF THE SIGN.

ABOVE THE GROUNDLINE AND MAXIMUM HEIGHT OF 10 FEET ABOVE THE NORMAL EDGE OF PAVEMENT TO THE

13. SPECIAL ROADSIDE SIGNS ERECTED ON STEEP CUT SLOPES SHALL HAVE A MINIMUM CLEARANCE OF 1 FOOT

PAVEMENT TO THE NEAR EDGE OF THE SIGN UNLESS SPECIFIED OTHERWISE IN THE PLANS.

12. HORIZONTAL CLEARANCE FOR SPECIAL ROADSIDE SIGNS SHALL BE 32 FEET FROM THE NORMAL EDGE OF

BY THE PROJECT ENGINEER WITHOUT PRIOR APPROVAL FROM THE DISTRICT OFFICE OF TRAFFIC OPERATIONS.

CONTROL DEVICES, CURRENT EDITION. NO SIGN LOCATION SHALL BE CHANGED BY THE CONTRACTOR OR

NECESSARY, BUT SHALL BE WITHIN THE LIMITATIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC

11. SIGN ERECTION STATIONS ARE APPROXIMATE AND MAY BE ADJUSTED TO MEET FIELD CONDITIONS WHERE

10. FOR DETAILS OF SPECIAL ROADSIDE SIGNS SEE DETAILS OF SPECIAL ROADSIDE SIGNS.

REFER TO GEORGIA STANDARDS 9041 AND 9042.

9. FOR ASSEMBLY DETAILS AND ASSEMBLY COMPONENTS DETAILS ON ALUMINUM BOLTED EXTRUDED PANELS, RECOMMENDED BY THE MANUFACTURER, BUT SHALL CONFORM TO INTERSTATE SIGNING REQUIREMENTS.

8. SPACING BETWEEN LETTERS OR OTHER CHARACTERS THAT IS NOT SHOWN IN THE PLANS MAY BE

7. LEGENDS FOR OVERHEAD HIGHWAY SIGNS SHALL BE APPLIED TO SIGN VIA SILK SCREEN OR DIRECT APPLY

TRAFFIC CONTROL DEVICES, CURRENT EDITION.

6. FOR DETAILS OF U.S. AND INTERSTATE SHIELDS AND ARROWS, REFER TO THE MANUAL ON UNIFORM

SHALL BE PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION.

(VERY HIGH INTENSITY), REFLECTIVE SHEETING BACKGROUNDS WITH NO BORDERS. INTERSTATE SHIELDS

GEORGIA SHIELD LEGENDS SHALL BE BLACK NUMERALS AND LETTERS SILK SCREENED ON WHITE, TYPE 9

5. SHIELDS SHALL BE 0.08 INCH ALUMINUM OF THE SIZE AND SHAPE SPECIFIED IN THE PLANS. U.S. AND

SHEETING LETTERS, NUMERALS, SYMBOLS, AND BORDERS ON 0.032 INCH ALUMINUM CUTOUTS.

4. LEGENDS FOR SPECIAL ROADSIDE SIGNS SHALL BE WHITE, TYPE II (VERY HIGH INTENSITY), REFLECTIVE

(VERY HIGH INTENSITY), REFLECTIVE SHEETING, UNLESS SPECIFIED OTHERWISE IN THE PLANS.

3. BACKGROUND FOR SPECIAL ROADSIDE SIGNS SHALL BE STANDARD INTERSTATE GREEN, TYPE 9

2. SPECIAL ROADSIDE SIGNS SHALL BE FABRICATED USING ALUMINUM BOLTED EXTRUDED PANELS.

GEORGIA STANDARD SPECIFICATIONS AND/OR SPECIAL PROVISIONS.

TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND ALL SUPPLEMENTS THERETO, AS WELL AS TO THE

1. SPECIAL ROADSIDE SIGNS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE MANUAL ON UNIFORM

GENERAL NOTES - SPECIAL ROADSIDE SIGN

GENERAL NOTES

04-0003

COMPACT ROUNDABOUT

SR 144/ OAK LEVEL ROAD

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

2/12/2024 arce.r

GPLOT-ORD

10:27:29 AM

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

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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

Delineators & Object Markers and Alternate Post - 7/01/20229030c

Federal Aid and State Project Markers; Right of Way Markers; County Line Marker - 4/10/20069003

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

GEORGIA STANDARDS

T-19 Rumble Strips: Roundabouts and Stop Controlled Intersections - 11/04/2020

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

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

- 11/21/2008 Details of Pavement Marking HatchingT-14

T-13a Pavement Markings: Words (Sheet 1 of 2) - 11/04/2020

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

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

RA-2 Roundabout Typical Section Asphaltic Concrete Circulatory Roadway - 1/31/2012

RA-1 Roundabout Landscaping Details - 9/01/2022

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

A-2 Concrete Valley Gutter at Street Intersection 6 - 7/21/2011

A-1 Driveways With Tapered Entrances Concrete Valley Gutters - 7/21/2011

CONSTRUCTION DETAILS

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

2/12/2024 arce.r

GPLOT-ORD

10:28:18 AM

04-0004

SR 144/ OAK LEVEL ROAD

COMPACT ROUNDABOUT

GENERAL NOTES

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

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GADOT

LOWNDES

NOT TO SCALE

TYPICAL SECTIONS

-0001 05NOT TO SCALE

COMPACT ROUNDABOUT

SR144 / OAK LEVEL ROAD

2:

MAX

VAR

IE

S

4:1 MAX.

VARIES

6%6%

4:1

MAX.VARIE

S

Profile Grade

2% 2%

Travel Lane Travel Lane

12'-0"

BELFAST KELLER RD (WEST LEG)

TYPICAL SECTION NO.1

C L

2% 2%

Existing Pavement

Width Varies 23'-38'

2:1 MAX

VARIES

0'-0" TO 13'-11"

MEDIAN VARIES

0'-0" TO 5'-9"

MEDIAN VARIES

12'-0" TO 16'-3"

VARIES12'-0" TO 16'-0"

VARIES

GAB PAY LIMITSGAB PAY LIMITS

G G

A

B

C

D

E

A

B

C

D

E

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)

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2 ONLY, INCL BITUM MATL & H LIME (330 LB/SY)

GRADED AGGREGATE BASE COURSE, INCL MATL 8 INCH DEPTH

E IN DEPTH (AS REQUIRED) 2

MILL ASPH CONC PVMT, 1

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

G SAFETY EDGE (GA CONSTRUCTION DETAIL P7)

H PAVEMENT REINFORCED FABRIC STRIPS, TP 2, 18" WIDTH

A

B

C

D

EF F

HH H

4'-0"

Shoulder Paved

8'-0"

Shoulder Paved

4'-0"

8'-0" 12'-0"

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

(GDOT DETAIL T-24)

MILLED RUMBLE STRIPS

(GDOT DETAIL T-24)

MILLED RUMBLE STRIPS

(GDOT DETAIL T-23B)

MILLED RUMBLE STRIPS

(GDOT DETAIL T-23B)

MILLED RUMBLE STRIPS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

2/12/2024 arce.r

GPLOT-ORD

2769153_05.dgn

10:30:31 AM

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

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NOT TO SCALE

TYPICAL SECTIONS

0002 05-NOT TO SCALE

COMPACT ROUNDABOUT

SR 144 / OAK LEVEL ROAD

2:

MAX

VAR

IE

S

4:1 MAX.

VARIES

6%6%

Profile Grade

2% 2%

8'-0"

Travel Lane Travel Lane

10'-4" TO 16'-2"

VARIES

OAK LEVEL RD (EAST LEG)

TYPICAL SECTION NO. 2

C L

10'-6" TO 16'-2"

VARIES

12'-0"

4'-0"

Shoulder Paved

2% 2%

Existing Pavement

Width Varies 19'-37'

GAB PAY LIMITS GAB PAY LIMITS

2:1 MAX

VARIES

0'-0" TO 12'-6"

MEDIAN VARIES

0'-0" TO 7'-2"

MEDIAN VARIES

G G

A

B

C

D

E

A

B

C

D

E

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)

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2 ONLY, INCL BITUM MATL & H LIME (330 LB/SY)

GRADED AGGREGATE BASE COURSE, INCL MATL 8 INCH DEPTH

E IN DEPTH (AS REQUIRED) 2

MILL ASPH CONC PVMT, 1

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

G SAFETY EDGE (GA CONSTRUCTION DETAIL P7)

H PAVEMENT REINFORCED FABRIC STRIPS, TP 2, 18" WIDTH

F F

H H

8'-0"

Shoulder Paved

4'-0"

12'-0"

4:1

MAX.VARIE

S

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

(GDOT DETAIL T-24)

MILLED RUMBLE STRIPS (GDOT DETAIL T-24)

MILLED RUMBLE STRIPS

(GDOT DETAIL T-23B)

MILLED RUMBLE STRIPS

(GDOT DETAIL T-23B)

MILLED RUMBLE STRIPS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

2/12/2024 arce.r

GPLOT-ORD

10:30:53 AM

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

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NOT TO SCALE

TYPICAL SECTIONS

0003 05-NOT TO SCALE

COMPACT ROUNDABOUT

SR 144 / OAK LEVEL ROAD

2:

MAX

VAR

IE

S

4:1 MAX.

VARIES

6%6%

Profile Grade

2% 2%

Travel Lane Travel Lane

SR 144/BRYAN NECK RD (SOUTH LEG)

TYPICAL SECTION NO.3

C L

14'-7" TO 16'-2"

VARIES

13'-5" TO 16'-1"

VARIES

2% 2%

Existing Pavement

Width Varies 15'-32'

GAB PAY LIMITS GAB PAY LIMITS

2:1 MAX

VARIES

0'-0" TO 12'-1"

MEDIAN VARIES

0'-0" TO 7'-7"

MEDIAN VARIES

G G

A

B

C

D

E

A

B

C

D

E

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)

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2 ONLY, INCL BITUM MATL & H LIME (330 LB/SY)

GRADED AGGREGATE BASE COURSE, INCL MATL 8 INCH DEPTH

E IN DEPTH (AS REQUIRED) 2

MILL ASPH CONC PVMT, 1

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

G SAFETY EDGE (GA CONSTRUCTION DETAIL P7)

H PAVEMENT REINFORCED FABRIC STRIPS, TP 2, 18" WIDTH

F F

H H

Shoulder Paved

6'-0"

8'-0" 12'-0"

Shoulder Paved

6'-0"

4'-0" 12'-0" 8'-0"

4:1

MAX.VARIE

S

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

(GDOT DETAIL T-24)

MILLED RUMBLE STRIPS

(GDOT DETAIL T-24)

MILLED RUMBLE STRIPS

(GDOT DETAIL T-23B)

MILLED RUMBLE STRIPS

(GDOT DETAIL T-23B)

MILLED RUMBLE STRIPS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

2/12/2024 arce.r

GPLOT-ORD

10:32:01 AM

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

TYPICAL SECTIONS

0004 05-NOT TO SCALE

COMPACT ROUNDABOUT

SR 144 / OAK LEVEL ROAD

2:

MAX

VAR

IE

S

4:1 MAX.

VARIES

6%6%

Profile Grade

2% 2%

Travel Lane Travel Lane

C L

SR 144/BRYAN NECK RD (NORTH LEG)

TYPICAL SECTION NO.4

13'-3" TO 16'-1"

VARIES

13'-2" TO 16'-1"

VARIES

Width Varies 26'-37'

Existing PavementGAB PAY LIMITS GAB PAY LIMITS

2%2:1 MAX

VARIES

0'-0" TO 11-4"

MEDIAN VARIES

0'-0" TO 8'-10"

MEDIAN VARIES

G G

A

B

C

D

E

A

B

C

D

E

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)

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2 ONLY, INCL BITUM MATL & H LIME (330 LB/SY)

GRADED AGGREGATE BASE COURSE, INCL MATL 8 INCH DEPTH

E IN DEPTH (AS REQUIRED) 2

MILL ASPH CONC PVMT, 1

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

G SAFETY EDGE (GA CONSTRUCTION DETAIL P7)

H PAVEMENT REINFORCED FABRIC STRIPS, TP 2, 18" WIDTH

F F

HH H

6'-0"

Shoulder Paved

4'-0"8'-0" 12'-0"

Shoulder Paved

6'-0"

8'-0"12'-0"4'-0"

4:1

MAX.VARIE

S

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

(GDOT DETAIL T-24)

MILLED RUMBLE STRIPS

(GDOT DETAIL T-24)

MILLED RUMBLE STRIPS

(GDOT DETAIL T-23B)

MILLED RUMBLE STRIPS

(GDOT DETAIL T-23B)

MILLED RUMBLE STRIPS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

2/12/2024 arce.r

GPLOT-ORD

10:33:11 AM

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

TYPICAL SECTIONS

0005 05-NOT TO SCALE

COMPACT ROUNDABOUT

SR 144 / OAK LEVEL ROAD

8'-0"

Island Radius

LC

Inscribed Circle Radius

CENTER OF ROUNDABOUT

50'-0"

0'-6"

18'-0" 14'-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)

Type 1 Curb Face Monolithic Header Curb, 4 IN, Type 9 Monolithic Header Curb, 6'-0"

Shoulder Paved

6%

4:1 MAX.

VARIES 2:

MAX

VAR

IE

S

12'-0" 4'-0"

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)

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2 ONLY, INCL BITUM MATL & H LIME (330 LB/SY)

GRADED AGGREGATE BASE COURSE, INCL MATL 8 INCH DEPTH

E IN DEPTH (AS REQUIRED) 2

MILL ASPH CONC PVMT, 1

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

G SAFETY EDGE (GA CONSTRUCTION DETAIL P7)

A

B

C

D

H PAVEMENT REINFORCED FABRIC STRIPS, TP 2, 18" WIDTH

I

D

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

SEE GDOT DETAIL RA-1

FOR LANDSCAPING DETAILS

(GDOT DETAIL T-23B)

MILLED RUMBLE STRIPS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

2/12/2024 arce.r

GPLOT-ORD

10:33:41 AM

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

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CONSTRUCTION LAYOUT

11-0001

COMPACT ROUNDABOUT

SR 144/ OAK LEVEL ROAD

ELEV: 14.7093

E 939373.9376

N 671428.0070

CP/NLF

CONTROL POINT 1100

ELEV: 14.8744

E 939970.6181

N 671546.1152

CP/NLS

CONTROL POINT 1103

S.R. 144/ BRYAN NECK RD.

B E L F

A

K E L L

O

A D

S.R. 144/ BRYAN NECK RD.

O A

K

L E

V

A D

CURVE# 1

CURVE# 3 CURVE# 4

C U

R V E

C U

R V

E

CURVE# 7

CURVE# 2

C U

R V E

N E

N E

N E

PC 401+28.97

PT 401+93.40

PC 402+88.35

PT 403+34.52

PI 401+61.20

PI 403+11.44

POE 403+88.35

CURVE# 5

PI 401+61.20

N 671,450.7226

E 939,368.9975

¬ 04°50'41.5" (LT)

D 07°31'08.87"

T 32.24'

L 64.43'

R 762.00'

E 0.68' ed 0.0%

D.S. 35 mph

CURVE# 6

PI 403+11.44

N 671,482.2733

E 939,515.9280

¬ 03°46'45.4" (RT)

D 08°11'06.40"

T 23.09'

L 46.17'

R 700.00'

E 0.38' ed 0.0%

D.S. 25 mph

POB 400+00.00400+00

401+00

402+00

403+00

S E

N E

N E

PC 200+71.70

PT 201+05.74

PC 201+09.54

PT 202+21.07

PI 200+88.74

PI 201+65.53

200+00

CURVE# 7

PI 200+88.74

N 671,503.0008

E 939,660.1571

¬ 05°51'22.6" (LT)

D 17°12'21.38"

T 17.03'

L 34.04'

R 333.00'

E 0.44' ed 0.0%

D.S. 25 mph

CURVE# 8

PI 201+65.53

N 671,518.7243

E 939,735.3501

¬ 12°31'46.8" (RT)

D 11°14'04.08"

T 55.99'

L 111.53'

R 510.00'

E 3.06' ed 0.0%

D.S. 35 mph

POE 203+82.53

201+00

202+00

203+00

S07°22'42.1"E S08°55'34.6"E

P C

.2

P T

P C

P T

P I

P I

P O E

S10°55'43.9"E

CURVE# 2

PI 102+38.93

N 671,583.8362

E 939,572.9156

¬ 01°32'52.4" (LT)

D 07°31'08.87"

T 10.29'

L 20.59'

R 762.00'

E 0.07' ed 0.0%

D.S. 25 mph

CURVE# 1

PI 101+54.48

N 671,667.6077

E 939,562.0677

¬ 03°33'01.8" (RT)

D 05°30'33.15"

T 32.23'

L 64.45'

R 1040.00'

E 0.50' ed 0.0%

D.S. 35 mph

S09°14'12.1"E

S10°20'18.4"EP

C

P T

P I

P C

P T

P I

P O E

S19°45 '06.4"

E

CURVE# 3

PI 301+41.49

N 671,361.7418

E 939,599.2770

¬ 10°30'54.3" (LT)

D 11°14'04.08"

T 46.93'

L 93.60'

R 510.00'

E 2.15' ed 0.0%

D.S. 25 mph

CURVE# 4

PI 302+74.64

N 671,236.1738

E 939,644.3649

¬ 09°24'48.0" (RT)

D 05°30'33.15"

T 85.63'

L 170.87'

R 1040.00'

E 3.52' ed 0.0%

D.S. 35 mph

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

2/12/2024 arce.r

GPLOT-ORD

2769153_11.dgn

10:41:04 AM

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

100 200

SCALE IN FEET

0 50

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

G

C A

N O

P Y

IL

P

N

H G

H G

H G

B U

B U

B U

L O3

P

N

H G

H G

H G

H G

B U

B U

B U

L O3

RCP

18"

IE

.1

IE

.0

EXISTING LIVE OAK TREE TO BE PRESERVED

45.58' 102+50.58

56.11' 102+72.26

29.40' 201+11.98

58.67' 300+56.55

64.99' 403+30.98

46.81' 403+14.40

39.98' 401+50.00

46.21' 401+59.79

68.89' 403+18.89

58.44' 403+06.34

45.00' 302+61.38

38.02' 303+15.62

66.27' 401+60.61

71.34' 402+22.68

50.46' 401+55.50

53.53' 402+27.99

43.54' 402+28.30

40.49' 401+56.35

51.42' 402+24.47

57.15' 101+77.48

40.29' 101+00.00 43.12'

101+25.97

47.17' 101+78.08

40.16' 101+00.00

50.16' 101+00.02

50.35' 101+44.92

40.35' 101+45.12

53.06' 101+24.86

S

13-0001

CONSTRUCTION PLAN

COMPACT ROUNDABOUT

SR 144/ OAK LEVEL ROAD

SEE SHEET 18-0001 FOR GRADING

SEE SHEET 11-11-0001 FOR

LAYOUT INFORMATION

EXISTING PAVEMENT HATCH

B E L F

A

L L

A D

O A

K

L E

V

A D

S.R. 144/ BRYAN NECK RD. S.R. 144/ BRYAN NECK RD.

STA 100+21.34

BEGIN CONSTRUCTION

BEGIN PROJECT

STA 303+72.18

END CONSTRUCTION

END PROJECT

CURVE 1

CURVE 2

CURVE 3

CURVE 4

C U R V E

C U R V E

C U R V E

C U R V E

STA 400+99.42

LIMITS OF CONSTRUCTION

STA 202+51.08

LIMITS OF CONSTRUCTION

STA 400+99.42, ELEV: 15.22

MATCH EXISTING CROSS SLOPES

MATCH EXISTING ELEVATION

BEGIN MILL & INLAY

STA 100+21.34, ELEV: 15.38

MATCH EXISTING CROSS SLOPES

MATCH EXISTING ELEVATION

BEGIN MILL & INLAY

STA 303+72.18, ELEV: 16.64

MATCH EXISTING CROSS SLOPES

MATCH EXISTING ELEVATION

BEGIN MILL & INLAY

STA 202+51.08, ELEV: 16.87

MATCH EXISTING CROSS SLOPES

MATCH EXISTING ELEVATION

BEGIN MILL & INLAY

12.75 L

100+21.34

EDGE OF PAVEMENT

TIE TO EXISTING

15.91 R

101+73.14

16.22 R

102+13.06

17.69 R

102+50.38

29.94 R

102+53.16

13.53 L

101+29.53

14.18 L

101+51.99

16.18 L

101+88.42

22.28 L

102+56.38

14.40 L

101+56.10

13.40 R

303+72.18

END TAPER

EDGE OF PAVEMENT

TIE TO EXISTING

12.35 L

400+99.42

BEGIN TAPER

EDGE OF PAVEMENT

TIE TO EXISTING

12.26 L

401+24.77

13.71 L

401+90.45

16.05 L

402+50.65

26.30 L

403+17.14

40.89 L

403+44.95

38.92 L

403+34.98

30.14 L

403+16.06

13.30 L

201+29.20

18.41 L

200+80.76

22.55 L

200+64.03

43.55 L

200+42.36

46.37 L

200+47.67

13.14 R

100+29.66

EDGE OF PAVEMENT

TIE TO EXISTING

BEGIN TAPER

13.08 R

100+39.82

6' PAVED SHOULDER

6' PAVED SHOULDER

6' PAVED SHOULDER

6' PAVED SHOULDER

4' PAVED SHOULDER

4' PAVED SHOULDER

R

19.05' R 100+46.45

END TAPER

19.00' L 100+46.45

END TAPER

13.04 R

400+99.42

BEGIN TAPER

EDGE OF PAVEMENT

TIE TO EXISTING

13.00 R

401+07.83

END TAPER

13.00 R

401+28.97

13.00 R

401+79.28

14.15 R

402+11.3315.58 R

402+34.70

15.83 R

402+65.41

16.77 R

403+00.01

16.87 R

403+01.65

20.73 R

403+20.98

20.97R 403+03.08

18.05 R

301+12.96

18.05 R

301+12.96

14.11 R

302+76.22

15.67 R

302+01.23

23.68 R

300+73.15

24.31 R

300+70.15

29.17 R

300+53.63

34.40 R

300+56.63

17.05 L

300+86.36

17.05 L

300+86.36 17.10 L

301+43.03 15.00 L 302+20.54

15.00 L

302+20.54

14.50 L

303+57.62

14.50 L

303+57.62

14.50 L

303+57.62

END TAPER

EDGE OF PAVEMENT

TIE TO EXISTING

50.46 R

200+33.24

33.15 R

200+50.16

27.19 R

200+63.68

46.71 R

200+42.50

33.23 R

200+59.23

12.92 R

201+64.49

10.30 R

202+39.86

10.25 R

202+50.00

END TAPER

EDGE OF PAVEMENT

TIE TO EXISTING

10.62 L

202+50.00

END TAPER

EDGE OF PAVEMENT

TIE TO EXISTING

10.63 L

202+47.31

11.01 L

202+25.79

15.01 L

202+25.92

BEGIN TAPER

22.44 L

200+80.78

16.27 L

401+28.97

END TAPER

14.55 R

202+25.92

BEGIN TAPER

19.54 R

303+47.19

BEGIN TAPER

20.54 L

303+47.19

BEGIN TAPER

STA 401+86.09

22' ASPHALT DRIVEWAY

STA 401+93.49

36' ASPHALT DRIVEWAY

STA 302+13.84

22' ASPHALT DRIVEWAY

STA 101+52.01

22' ASPHALT DRIVEWAY

STA 101+22.94

14' ASPHALT DRIVEWAY

STA 300+49.92

BEGIN PAVEMENT REMOVAL

STA 303+06.56

END PAVEMENT REMOVAL

BELFAST KELLER RD STA 403+74.36

S.R. 144/ BRYAN NECK RD STA 300+10.13

CENTERLINE INTERSECTION

OAK LEVEL RD STA 200+15.00

S.R. 144/ BRYAN NECK RD STA 103+28.50

CENTERLINE INTERSECTION

SPENCER T.

CARPENTER, ETAL

IVEY L. SPENCE, iii &

BEN O. SPENCE

SAVANNAH LAND

HOLDINGS, INC.

CHARLES H. BACOT

BEVIS-ROBERTS, LLC

AGRIPINA M. KINGERY COASTAL UTILITIES

DIP TRADING CORPORATION

AND DIP TWO TRADING

CORPORATION

STATE OF GEORGIA

DANIEL M. BRYANT BUSINESS

INTERESTS, L.P.

ADIRAM, LLC

P L P L P L

P L

P L P L

PL PL PL PL PL PL

PL

PL

PL PL

P L

P L

P L

P L

P L

P L

P L

PL

EXIST. R/W

EXIST. R/W

EXIST. R/WEXIST. R/W

E X I S

T

R

W

E X I S

T

R

W

E X I S

T

R

W

E X I S

T

R

W

SAVANNAH LAND

HOLDINGS, INC.

REQ'D R/W

R E Q D

R

W

R E Q D

R

W

REQ'D R

/W

REQ

'D

R/W

R E Q D

R

W

DATA SHEET 3

DATA SHEET 3

DATA SHEET 3

DATA SHEET 3

DATA SHEET 3

DATA SHEET 3

401+00

402+00

403+00

S E

N E

N E

200+00

201+00

202+00

POWER POLE

ABANDONED

WATER LINE MARKER

UNDERGROUND

WATER LINE MARKER

UNDERGROUND

GAS LINE MARKER

UNDERGROUND

COMMUNICATIONS MARKER

UNDERGROUND

WATER LINE MARKER

UNDERGROUND

WATER LINE MARKER

UNDERGROUND

WATER LINE MARKER

UNDERGROUND

WATER LINE MARKER

UNDERGROUND

WATER LINE MARKER

UNDERGROUND

WATER LINE MARKER

UNDERGROUND

GAS LINE MARKER

UNDERGROUND

GAS LINE MARKER

UNDERGROUND

FIBER OPTIC MARKER

UNDERGROUND

FIBER OPTIC MARKER

UNDERGROUND

ORANGE BARRIER FENCE (TYP,)

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

2/13/2024 arce.r

GPLOT-ORD

2769153_13.dgn

8:00:16 AM

GPLN-CE 30 60 120

SCALE IN FEET

www.thomasandhutton.com

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

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

(TYP)

WARNING STRIPS

DETECTABLE

STRIPS (TYP)

DETECTABLE WARNING

STRIPS (TYP)

DETECTABLE WARNING

(TYP)

WARNING STRIPS

DETECTABLE

STRIPS (TYP)

DETECTABLE WARNING

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

100+00 101+00 102+00 103+00

-40 -40

-35 -35

-30 -30

-25 -25

-20 -20

-15 -15

-10 -10

-5 -5

0 0

5 5

10 10

15 15

20 20

25 25

30 30

35 35

40 40

45 45

STA 100+21.34

BEGIN CONSTRUCTION

BEGIN PROJECT

EXISTING GROUND

FINISHED GROUND

.3

.5

.7

.1

.4

.8

.1

P V

C

183.90' VC

K = 534.37

DS = 35 mph

S,R, 144/ BRYAN NECK ROAD (NORTH)

1.0399%

0.6957%

P V

I

P V

T

P V

I

P V

I

CIRCULATORY ROADWAY

TIE TO EDGE OF

1" = 10'

VERTICAL

1" = 40'

HORIZONTAL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

2/12/2024 arce.r

GPLOT-ORD

2769153_15.dgn

3:10:53 PM

15-0001

SR 144 / OAK LEVEL ROAD

MAINLINE 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

200+00 201+00 202+00 203+00

-35 -35

-30 -30

-25 -25

-20 -20

-15 -15

-10 -10

-5 -5

0 0

5 5

10 10

15 15

20 20

25 25

30 30

35 35

40 40

45 45

OAK LEVEL ROAD

.2

.0

.2

.5

.8

.8

.8

.8

EXISTING GROUND

FINISHED GROUND

STA 202+51.08

LIMITS OF CONSTRUCTION

CIRCULATORY ROADWAY

TIE TO EDGE OF

-1.1789%

-0.1971%

P V

I

P V

C

P V

T

148.48' VC

K = 151.24

DS = 35 mph

P V

I

1" = 10'

VERTICAL

1" = 40'

HORIZONTAL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

2/12/2024 arce.r

GPLOT-ORD

3:11:12 PM

15-0002

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

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

-35 -35

-30 -30

-25 -25

-20 -20

-15 -15

-10 -10

-5 -5

0 0

5 5

10 10

15 15

20 20

25 25

30 30

35 35

40 40

45 45

S.R. 144/ BRYAN NECK ROAD (SOUTH)

EXISTING GROUND

FINISHED GROUND

STA 303+71.81

END CONSTRUCTION

END PROJECT

CIRCULATORY ROADWAY

TIE TO EDGE OF

.1

.4

.7

.3

.2

.1

.0

.7

.4

0.6000% -0.7669%

-0.7764%

P

.7

139.11' VC

K = 101.77

DS = 35 mph

P V

I

P V

I

P V

I

P V

I

P V

I

P V

C

V H

I G

H

1" = 10'

VERTICAL

1" = 40'

HORIZONTAL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

2/12/2024 arce.r

GPLOT-ORD

3:12:58 PM

15-0003

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

STA 400+99.42

BEGIN MILL & INLAY

LIMITS OF CONSTRUCTION

400+00 401+00 402+00 403+00

-40 -40

-35 -35

-30 -30

-25 -25

-20 -20

-15 -15

-10 -10

-5 -5

0 0

5 5

10 10

15 15

20 20

25 25

30 30

35 35

40 40

45 45

.0

.6

.2

.6

.0

.5

.7

.8

0.9960% 1.2400%

0.6376%

P V

I

P V

C

P V

T

137.52' VC

K = 228.30

DS = 35 mph

P V

I

P V

I

P V

I

CIRCULATORY ROADWAY

TIE TO EDGE OF

EXISTING GROUND

FINISHED GRADE

BELFAST KELLER ROAD

1" = 10'

VERTICAL

1" = 40'

HORIZONTAL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

2/12/2024 arce.r

GPLOT-ORD

4:52:32 PM

15-0004

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

13.89 13.45

13.69

14.15

14.33 15.24

16.07 14.80

15.93

15.54

15.07

EXISTING DITCH

TIE TO

14.75

15.49 15.82

15.97

14.70

DITCH

TIE TO EXISTING

14.40

TIE TO EXISTING DITCH

15.00

15.54

15.73

EXISTING

TIE TO

16.38

15.63

EXISTING

TIE TO

16.42

14.73

14.92

14.53

TIE TO EXISTING

15.76

15.96

15.54

16.54

14.41

TIE TO EXISTING

18.08

ORANGE BARRIER FENCE (TYP,)

STA 100+21.34

BEGIN CONSTRUCTION

BEGIN PROJECT

STA 303+72.18

END CONSTRUCTION

END PROJECT

STA 400+99.42

LIMITS OF CONSTRUCTION

STA 202+51.08

LIMITS OF CONSTRUCTION

SPENCER T.

CARPENTER, ETAL

IVEY L. SPENCE, iii &

BEN O. SPENCE

SAVANNAH LAND

HOLDINGS, INC.

CHARLES H. BACOT

BEVIS-ROBERTS, LLC

AGRIPINA M. KINGERY COASTAL UTILITIES

DIP TRADING CORPORATION

AND DIP TWO TRADING

CORPORATION

STATE OF GEORGIA

DANIEL M. BRYANT BUSINESS

INTERESTS, L.P.

ADIRAM, LLC

P L P L P L

P L

P L P L

PL PL PL PL PL PL

PL

PL

PL PL

P L

P L

P L

P L

P L

P L

P L

PL

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

E X I S

T

R

W

E X I S

T

R

W

SAVANNAH LAND

HOLDINGS, INC.

REQ'D R/W

R E Q D

R

W

R E Q D

R

W

REQ'D R

/W

REQ

'D

R/W

R E Q D

R

W

DATA SHEET 3

DATA SHEET 3

DATA SHEET 3

DATA SHEET 3

DATA SHEET 3

DATA SHEET 3

401+00

402+00

403+00

200+00

201+00

202+00

16.70

16.44

15.82

16.74 16.81

16.52

17.49 17.80

17.49

17.86

17.88

17.60

17.82

17.73

17.82 17.65

17.33

17.65

14.61 15.22

14.92

15.26

15.52

15.27

15.97

16.23

15.96

PVI

17.00

17.08

17.25

17.16

17.48

17.14

17.47

17.97

PVI

17.10

16.69

16.93

PVI

16.89

16.53

16.87

16.35

PVI

16.87

16.69

17.65

17.97

17.84

17.45

17.31

PVI

16.81

VPC

16.14

15.77

16.04

15.77

15.42

15.68

15.42

15.18

15.38

15.15

17.44

17.37

17.58

17.70

17.77

17.47

17.88

17.83 17.46

17.90

17.52

17.84

17.97

17.98

18.34

17.88

18.30

18.10

EXISTING DITCH

TIE TO

14.98

17.79

16.07

EXISTING DITCH

TIE TO

15.90

16.23

15.97

DITCH

TIE TO EXISTING

15.56

16.71 16.77

16.74 15.55

15.57

15.53

TIE TO EXISTING

16.65

15.21 15.28

15.13

19.07

18.08

14.48

14.56

14.41

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

2/12/2024 arce.r

GPLOT-ORD

2769153_18.dgn

4:54:12 PM

0001 - 18

Compact Roundabout

SR 144/ Oak Level Road

30 60 120

SCALE IN FEET

www.thomasandhutton.com

Savannah, GA 31402-2727 • 912.234.5300 50 Park of Commerce Way • P.O.Box 2727

SPECIAL GRADING SHEET

(TYP)

WARNING STRIPS

DETECTABLE

STRIPS (TYP)

DETECTABLE WARNING

STRIPS (TYP)

DETECTABLE WARNING

(TYP)

WARNING STRIPS

DETECTABLE

STRIPS (TYP)

DETECTABLE WARNING

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

SEE SHEET 18-0001 FOR GRADING

SEE SHEET 11-11-0001 FOR

LAYOUT INFORMATION

B E L F

A

L L

A D

O A

K

L E

V

A D

S.R. 144/ BRYAN NECK RD. S.R. 144/ BRYAN NECK RD.

STA 100+21.34

BEGIN CONSTRUCTION

BEGIN PROJECT

STA 303+72.18

END CONSTRUCTION

END PROJECT

CURVE 1

CURVE 2

CURVE 3

CURVE 4

C U R V E

C U R V E

C U R V E

C U R V E

STA 400+99.42

LIMITS OF CONSTRUCTION

STA 202+51.08

LIMITS OF CONSTRUCTION

EXISTING LIVE OAK TREE TO BE PRESERVED

H G

SPENCER T.

CARPENTER, ETAL

IVEY L. SPENCE, iii &

BEN O. SPENCE

SAVANNAH LAND

HOLDINGS, INC.

CHARLES H. BACOT

BEVIS-ROBERTS, LLC

AGRIPINA M. KINGERY COASTAL UTILITIES

DIP TRADING CORPORATION

AND DIP TWO TRADING

CORPORATION

STATE OF GEORGIA

DANIEL M. BRYANT BUSINESS

INTERESTS, L.P.

ADIRAM, LLC

P L P L P L

P L

P L P L

PL PL PL PL PL PL

PL

PL

PL PL

P L

P L

P L

P L

P L

P L

P L

PL

EXIST. R/W

EXIST. R/W

EXIST. R/WEXIST. R/W

E X I S

T

R

W

E X I S

T

R

W

E X I S

T

R

W

E X I S

T

R

W

SAVANNAH LAND

HOLDINGS, INC.

REQ'D R/W

R E Q D

R

W

R E Q D

R

W

REQ'D R

/W

REQ

'D

R/W

R E Q D

R

W

DATA SHEET 3

DATA SHEET 3

DATA SHEET 3

DATA SHEET 3

DATA SHEET 3

DATA SHEET 3

S

P

N

H G

H G

H G

H G

B U

B U

B U

L O3

UTILITY PLANS

24-0001

COMPACT ROUNDABOUT

SR 144/ OAK LEVEL ROAD

POWER POLE

ABANDONED

WATER LINE MARKER

UNDERGROUND

WATER LINE MARKER

UNDERGROUND

GAS LINE MARKER

UNDERGROUND

COMMUNICATIONS MARKER

UNDERGROUND

WATER LINE MARKER

UNDERGROUND

WATER LINE MARKER

UNDERGROUND

WATER LINE MARKER

UNDERGROUND

WATER LINE MARKER

UNDERGROUND

WATER LINE MARKER

UNDERGROUND

WATER LINE MARKER

UNDERGROUND

GAS LINE MARKER

UNDERGROUND

GAS LINE MARKER

UNDERGROUND

FIBER OPTIC MARKER

UNDERGROUND

FIBER OPTIC MARKER

UNDERGROUND

INSTALLED: 1989

NOP: 45 PSIG

4" PLASTIC GAS MAIN

EXISTING:

INSTALLED: 1991

NOP: 45 PSIG

4" PLASTIC GAS MAIN

EXISTING:

INSTALLED: 1988

NOP: 45 PSIG

2" PLASTIC GAS MAIN

EXISTING:

C A

N O

P Y

P

N

H G

H G

H G

B U

B U

B U

L O3

RCP

18"

IE

.1

IE

.0

401+00

402+00

403+00

200+00

201+00

202+00

ORANGE BARRIER FENCE (TYP,)

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

5/21/2024 arce.r

GPLOT-V8

gplotborder-ORD-PO-Utilities.tbl

2769153_24.dgn

5:39:08 PM

www.thomasandhutton.com

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

C A

N O

P Y

EXISTING LIVE OAK TREE TO BE PRESERVED

YIELD

Y

IE

LD

YIEL

D

Y

IELD

I-9

F cy ll ate rw ay

I-at e rw ay ic h m o n d

H ill

Richmond Hill

Waterways

Fancy Hall

Fancy Hall

I-95

Richmond Hill

E A

S T

B e lfa st

K e lle r

R d

B e lf st

O a k

L e v e l

R d

K e ll e r

W E S T

Oa k Le ve l R d

Belfast Keller Rd

SIGNING AND MARKING PLANS

26-0001

COMPACT ROUNDABOUT

SR 144/ OAK LEVEL ROAD

B E L F

A

L L

A D

O A

K

L E

V

A D

S.R. 144/ BRYAN NECK RD. S.R. 144/ BRYAN NECK RD.

STA 100+21.34

BEGIN CONSTRUCTION

BEGIN PROJECT

STA 303+72.18

END CONSTRUCTION

END PROJECT

STA 400+99.42

LIMITS OF CONSTRUCTION

STA 202+51.08

LIMITS OF CONSTRUCTION

BEGIN PAVING STA 302+57

PLACE 150' FROM

W16-9P(30)

W2-6(36)

INSTALL PER DETAIL

GA DETAIL T-19

RUMBLE STRIPS

STA 302+57

(18)(25)W13-1P

W2-6(36)

(DETAIL B YELLOW)

GDOT DETAIL T-14

YELLOW, SOLID DOUBLE, 5"

THERMOPLASTIC TRAFFIC STRIPING,

STA 300+70

R1-2(48)

A H E A D

(TYP.)

WHITE THERMOPLASTIC

TYPE 15 WORD

(2' SEG., 2' GAP)

THERMOPLASTIC

18" SKIP WHITE

R6-4B

(2' SEG., 2' GAP)

THERMOPLASTIC

18" SKIP WHITE

STA 403+16

R1-2(48)

(TYP.)

WHITE THERMOPLASTIC

TYPE 15 WORD

STA 401+52

W13-1P(18)(25)

W2-6(36)

INSTALL PER DETAIL

GA DETAIL T-19

RUMBLE STRIPS

BEGIN PAVING STA 300+67

PLACE 171' FROM

W16-9P(30)

W2-6(36)

AHEAD

(DETAIL B YELLOW)

GDOT DETAIL T-14

YELLOW, SOLID DOUBLE, 5"

THERMOPLASTIC TRAFFIC STRIPING,

(DETAIL B YELLOW)

GDOT DETAIL T-14

YELLOW, SOLID DOUBLE, 5"

THERMOPLASTIC TRAFFIC STRIPING,

STA 101+03

W13-1P(18)(15)

W2-6(36)

INSTALL PER DETAIL

GA DETAIL T-19

RUMBLE STRIPS

STA 101+03

PLACE 150' FROM

W16-9p(30)

W2-6(36)

A H E A D

R6-4B

STA 102+63

R1-2(48)

(2' SEG., 2' GAP)

THERMOPLASTIC

18" SKIP WHITE

(TYP.)

WHITE THERMOPLASTIC

TYPE 15 WORD

R6-4B

(2' SEG., 2' GAP)

THERMOPLASTIC

18" SKIP WHITE

STA 200+71

R1-2 (48)

(TYP.)

WHITE THERMOPLASTIC

TYPE 15 WORD

STA 202+09

W13-1P(18)(25)

W2-6(36) (DETAIL B YELLOW)

GDOT DETAIL T-14

YELLOW, SOLID DOUBLE, 5"

THERMOPLASTIC TRAFFIC STRIPING,

STA 201+28

PLACE 195' FROM

W16-9P(30)

W2-6(36)

INSTALL PER DETAIL

GA DETAIL T-19

RUMBLE STRIPS

AHEAD

R6-4B

... M P H

M

P H

. . .M P H

M

P H

STA 101+78

D1-3

STA 301+57

D1-3

STA 402+27

D1-3

STA 201+59

D1-3

STA 200+64

D1-1

STA 403+23

D1-1

STA 302+57

PLACE 200' FROM

D1-5

STA 101+03

PLACE 200' FROM

D1-5

M6-1 (21)

M1-5 (30)

M6-1 (21)

M1-5 (30)

L e v e l

R d

O k

102+41.88

W16-7P

W11-2(36)

STA. 201+02.18

W16-7P

W11-2(36)

STA. 300+81.36

W16-7P

W11-2(36)

STA. 200+83.50

W16-7P

W11-2(36)

STA. 300+99.37

W16-7P

W11-2(36)

STA. 402+85.55

W16-7P

W11-2(36)

STA. 403+02.69

W16-7P

W11-2(36)

WITH…