27691_0083 Belfast Keller Road _ I_95 to Cran.pdf

PDF 30 MB Posted Sep 26, 2024

Attached to: Belfast Keller Road Improvements from Interstate 95 to Cranston Bluff Road
Solicitation number: PE-77523-NONST-2025-000000037
Issued by: Brooks County, Georgia

About this file

Written by GovTribe AI · Oct 7, 2024

The document is a description of a state and local contract opportunity for the Belfast Keller Road Improvements project in Brooks County, Georgia. The project consists of roadway improvements to Belfast Keller Road from the I-95 interchange to the new high school site, approximately 6,100 feet east of I-95. The improvements include widening the road from two lanes to six lanes up to Great Ogeechee Parkway, then transitioning to a four-lane divided section to the school. The design will include two full access intersections, a roundabout at Heartwood Avenue, and one RCUT at a future access location. The improvements are being completed to accommodate the coming growth at the interchange and along the corridor.

The document does not provide any details on pricing terms, set asides, incumbents, funding requirements or sources, or any other salient information beyond the project overview and scope of work.

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Other files

File	Type	Posted
Belfast Keller Rd I_95 to Cranston Bluff _ In.pdf	PDF	Sep 26, 2024
3Belfast Keller Road I_95 to Cranston Bluff _.pdf	PDF	Sep 26, 2024
Belfast Keller Road _ I_95 to Cranston Bluff .pdf	PDF	Sep 26, 2024
Geotech Report _ Belfast Keller Road Pavement.pdf	PDF	Sep 26, 2024
Belfast Keller Rd I_95 to Cranston Bluff Adde.pdf	PDF	Sep 26, 2024
27691_0083_Contract Documents and Technical S.pdf	PDF	Sep 26, 2024
4Belfast Keller Road I_95 to Cranston Bluff_ .pdf	PDF	Sep 26, 2024
Belfast Keller Road I_95 to Cranston Bluff _ .pdf	PDF	Sep 26, 2024

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DIRECTIONS SIGN

DO NOT ENTER

RECLAIMED WATER/IRRIGATION LINERECLAIMED WATER/IRRIGATION LINE

GRAVEL PILE

6' CHAIN LINK FENCE

EXPOSED 2" PIPE W/ VALVEEXPOSED 2" PIPE W/ VALVE

HARGRAY TELECOMM. 3'x2' VAULTHARGRAY TELECOMM. 3'x2' VAULT

ROAD WORK SIGNROAD WORK SIGN

STOP SIGNSTOP SIGN

UNFINISHED BRICK SIGNUNFINISHED BRICK SIGN

4'x2' TELECOMM VAULT

STOP SIGN

EXPOSED BLUE WIRES

2" PIPE W/ VALVE

LYING ON GROUND

1" PVC IRRIGATION LINE

SPEED LIMIT SIGN

LYING ON GROUND

1" PVC IRRIGATION LINE

3'x2'HARGRAY TELECOMM. BOX

3.5'x2' CENTURY LINK TELECOMM. BOX

ROUNDABOUT AHEAD

WRONG WAY

CROSSWALK

MEDICAL OFFICE BUILDING

POND 1

TOB: 18.5

NWL: 13.5

BOT: 7.5

25-YR:

15.54

100-YR:

16.01

0+00

1+00

2+00

3+00

4+00

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WATER MAIN EASEMENT

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SETBACK

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15'

WOODS LINE

MILES

PLANS COMPLETED - -

REVISIONS

1.729

0.000

1.729

PLAN AND PROFILE OF PROPOSED

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

0.000

1.729

LENGTH OF PROJECT

TRAFFIC A.D.T.:

DIRECTIONAL DIST:

SPEED DESIGN:

24 HR.TRUCKS %:

% TRUCKS:

DESIGN DATA:

PROJECT DESIGNATION: EXEMPT

COUNTY No.029

SPECIFICATIONS.

BIDDER IS SPECIFICALLY DIRECTED TO SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE

BIND BRYAN COUNTY OR THE DEPARTMENT OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF

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 AND/OR BRYAN COUNTY.

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 :

MAJOR COLLECTOR

FUNCTIONAL CLASS:

100% IN CONG. DIST. NO. 1.

BRYAN COUNTY AND IS

THIS PROJECT IS 100% IN

OF 1988.

AMERICAN VERTICAL DATUM (NAVD)

1983)/94 WEST ZONE, AND THE NORTH

COORDINATE SYSTEM OF 1984 (NAD

USING THE HORIZONTAL GEORGIA

THIS PROJECT HAS BEEN PREPARED

01-0001

LOCATION SKETCH

6,000 (2021)

28,000 (2036)

50% / 50%

N/A

TO CRANSTON BLUFF RD.

45 MPH - GREAT OGEECHEE PKWY.

GREAT OGEECHEE PKWY.

40 MPH - INTERCHANGE TO

I-95 TO CRANSTON BLUFF ROAD

BELFAST KELLER ROAD

N B

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R A

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R A

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N B

X I T

INTERSTATE

DEEP CREEK RD

G R E A T

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CONCOV

DRAWING No.www.thomasandhutton.com

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

STA 130+03.92

BEGIN CONSTRUCTION

BEGIN PROJECT

STA 206+42.14

END CONSTRUCTION

END PROJECTG

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20+00.00

ROAD 2

STA 12+50.00

ROAD 1

STA 151+00.51

BELFAST KELLER

INTERSECTION

STA 40+00.00

GREAT OGEECHEE PARKWAY

STA 162+98.97

BELFAST KELLER

INTERSECTION

STA 33+22.49

ROAD 3

STA 162+97.42

BELFAST KELLER

INTERSECTION

STA 50+00.00

DRIVE

OUTFITTERS PARK

STA 170+04.15

BELFAST KELLER

INTERSECTION

STA 63+80.00

HEARTWOOD AVENUE

STA 177+48.16

BELFAST KELLER

INTERSECTION

STA 70+00.00

HEARTWOOD AVENUE

STA 178+61.17

BELFAST KELLER

INTERSECTION

STA 90+00.00

ROAD ACCESS 7

STA 81+60.00

ROAD ACCESS 6

STA 189+32.16

BELFAST KELLER

INTERSECTION

STA 95+00.00

DENDRON DRIVE

STA 198+86.10

BELFAST KELLER

INTERSECTION

R O

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IASIGER

TERED

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No. 031048

PROFESSIONAL

,YELLEK .D

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Erosion Control Watershed Map-Site Monitoring55-0001

BMP Location Details54-0001 - 54-0054

ESPCP Drainage Area Map53-0001

ESPC General Notes Drawing51-0001 - 51-0008

Erosion Control Cover Drawing50-0001

Erosion Control Plans

Utility Relocation Plans44-0001 - 44-0018

Special Constructioin Detail38-0001 - 38-0007

Retaining Wall Envelopes31-0001 - 31-0001

Signal Plans27-0001 - 27-0006

Signing and Marking Plans and Details - Plan Drawings26-0001 - 26-0018

Lighting Plans25-0001 - 25-0009

Utility Plans24-0001A - 24-0018

Cross Sections23-0001 - 23-0030

Drainage Profiles22-0001 - 22-0006

Drainage Area Map21-0001

Special Grading Drawings (Sediment/Detention Basins, Parking Lots, etc…)18-0001 - 18-0017

Crossroad Profiles16-0001 - 16-0004

Mainline Roadway Profile Drawings15-0001 - 15-0015

Mainline Roadway, Crossroad, Side Street, and Frontage Road Plan Drawings13-0001 - 13-0018

Construction Layout Drawing (Stakeout Drawing)11-0001 - 11-0006

Typical Sections05-0001 - 05-0006

General Notes/Project Notes04-0001 - 04-0003

Index Drawing02-0001

Cover Drawing01-0001

DRAWING NO. DESCRIPTION DRAWING NO. DESCRIPTION

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

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GPLN-CE

0002-02

BELFAST KELLER ROAD

I-95 TO CRANSTON BLUFF

INDEX

www.thomasandhutton.com Savannah, GA 31405 • 912.234.5300

50 Park of Commerce Way •

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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 LUMP SUM BID FOR GRADING COMPLETE.

EXISTING PAVEMENT REMOVAL AND PREPARATION, SHALL ALSO BE

JOINTS ASSOCIATED WITH SHOULDER REMOVAL, AS WELL AS ALL OTHER

IN THE LUMP SUM 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 LUMP SUM 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

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

COMPANY PRIOR TO CONSTRUCTION.

OF THE UTILITIES. AND SHALL COORDINATE WITH THE LOCAL UTILITY

IMPACT EXISTING UTILITIES ONLY IF NECESSARY FOR THE PROTECTION

MAINS, GAS LINES, AND SEWER MAINS, CONTRACTPR TO REMOVE AND

EXISTING UTILITIES. INCLUDING EXISTING POWER LINES, WATER

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

INTERRUPTIONS.

COORDINATE WITH CITY OF RICHMOND HILL REGARDING SERVICE

26. ALL EXISTING WATER & SEWER 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

BRYAN COUNTY ON ANY PROPOSED DISTURBANCE TO ACCESS.

TIMES DURING CONSTRUCTION. COORDINATE WITH PROPERTY OWNERS AND

24. MAINTAIN ACCESS TO THE PROPERTIES AND SIDE ROADS AT ALL

IN EASEMENTS THAT WERE LABELED TO REMAIN.

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

WILL BE CUT FLUSH WITH EXISTING GROUND.

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

BELFAST KELLER ROAD & SIDE ROADS. NO GRUBBING WILL BE ALLOWED

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

AND GRUBBING.

SPECIFICATIONS AND WILL BE INCLUDED IN PRICE BID FOR CLEARING

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

PAID FOR UNDER THE BID ITEM "LANDSCAPING".

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

40. ROUNDABOUT LANDSCAPING SHALL FOLLOW GEORGIA DEPARTMENT OF

REPORT.CONTRACTOR MAY EVALUATE NATIVE SOIL FOR CONFORMITY.

CONFORMITY TO TESTING AND SPECIFICATIONS IN GEOTECHNICAL

INFORMATIONAL PURPOSES. CONTRACTOR SHALL BE RESPONSIBLE FOR

39. GEOTECHNICAL REPORT PROVIDED TO CONTRACTOR FOR

DURING CONSTRUCTION.

CONTRACTOR SHALL COORDINATE WITH COASTAL ELECTRIC COOPERATIVE

38. 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

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

INFORMATIONAL PURPOSES ONLY.

36. GEOTECHNICAL REPORT INCLUDED IN SPECIFICATIONS FOR

35. LANE CLOSURES ARE PROHIBITED BETWEEN 7 A.M. AND 8:30 A.M.

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 BRYAN COUNTY AND THE ENGINEER FOR APPROVAL PRIOR TO

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

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 - 165 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

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

TO BE INCLUDED IN THE COST OF THE CONCRETE PAY ITEM.

32. THE INSIGNIA RED #31136 COLOR USED FOR THE TRUCK APRON IS

OVERALL BID FOR TRAFFIC CONTROL.

THE PORTABLE CHANGEABLE MESSAGE SIGNS IS TO BE INCLUDED IN THE

CHANGE USING PORTABLE CHANGEABLE MESSAGE SIGNS. THE COST OF

CONTRACTOR SHALL INFORM THE TRAVELING PUBLIC OF THE UPCOMING

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

UTILITY OWNER SERVICE

CITY OF RICHMOND HILL WATER

CITY OF RICHMOND HILL SEWER

ATLANTA GAS LIGHT NATURAL GAS

CLEARWAVE FIBER FIBER

COASTAL ELECTRIC POWER

COMCAST FIBER

BRIGHT SPEED FIBER

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

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REVISION DATES

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0001-04

GENERAL NOTES

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

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

9/26/2024 anderson.v

GPLOT-ORD

0002-04

Savannah, GA 31405 • 912.234.5300

50 Park of Commerce Way •

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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

D-6 Fabrication Details for Safety Grates - 10/01/1972

D-5 Safety Inlets with Grates - 6-21-1995

A-4 Detectable Warning Surface Truncated Dome Size, Spacing and Alignment Requirements - 6/18/2009

A-3 Concrete Sidewalk Details Curb Cut (Wheelchair) Ramps - 9/15/2016

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

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

Concrete Curb and Gutter, Concrete Curbs, Concrete Medians - 7/01/20229032b

GRAVITY Wall Typical Sections, Raising Headwall And Typical Pipe Plug - 9/30/20169031l

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

01/18/2018Joint Details For Portland Cement Concrete Paving5046H

Guardrail Location (On Roads with Curb & Gutter, Header Curb or Integral Curb) 31 Inch Guardrail Height - 01/29/20164391

Guardrail Location Details for Multi-Lane Divided Highways (With Shoulders Adjacent to Roadway) 31 Inch Guardrail Height - 01/29/20164387

Guardrail Locations In Medians, Guardrail Locations at Turnouts 31 Inch Guardrail Height - 01/29/20164386

Guardrail Anchorage Type 1 31 Inch Guardrail Height - 09/01/20114383

Posts and Offset Blocks For "W" & "T" Beam Guardrail 31 Inch Guardrail Height - 01/29/20164381

01/29/2016"W" Beam Guardrail 31 Inch Guardrail Height4380

Reflectorized Guardrail Washers, Delineator and Anchorage Nose Striping - 07/01/20234360

- 01/29/2016Guardrail Warrant Guides, Length of Advancemnt, Clear Zone Distances, Fill Height Embankments4000w

Pavement Patching Details (Storm Drain or Utility Installations by Open cut Across Existing Pavement) - 8/01/19991401

Safety End Section (Concrete) (for Side Drain Pipe-or Storm Drain Pipe Parallel to Mainline) (Sheet 3 of 3) - 1/28/20051122-1

Safety End Section (Metal) (for Side Drain Pipe-or Storm Drain Pipe Parallel to Mainline) (Sheet 2 of 3) - 1/01/20051122-2

Safety End Section (Metal) (for Side Drain Pipe-or Storm Drain Pipe Parallel to Mainline) (Sheet 1 of 3) - 1/28/20051122-1

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

Drain Inlet (Elbow type) - 11/01/19991035

Precast Catch Basins (For use with 6'' or 8'' curb and Precast gutter in sags or low points) - 9/01/19821034dp

Catch Basins (For use with 6'' or 8'' curb and gutter in sags orlow points) - 8/01/19821034d

- 9/01/1982Precast Catch Basins (For use with 6'' or 8'' Precast Ht. curb and gutter)1033dp

Catch Basins (For use with 6'' or 8'' Ht. curb and gutter) - 8/01/19821033d

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

Precast Drop Inlets - 8/01/19991019ap

Drop Inlets - 8/01/19991019a

Precast Reinforced Concrete Manhole - 06/01/19751011AP

Brick Manholes - 10/01/19811011A

Pipe Culvert Concrete Headwall - 9/01/19991001B

GEORGIA STANDARDS

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.

4' MAX.

BENCHING DETAIL

4.5.28 NO SCALERevised 9/29/08

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

9/26/2024 anderson.v

GPLOT-ORD

0003-04

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

S E

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PLAIN PC CONC PVMT, CL 1 CONC. 8 INCH THICK

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 330 LB/SY

GRASSED MEDIAN/ SHOULDER

MILLING ASPH. CONC. PVMT - VARIABLE DEPTH

SAFETY EDGE (GA CONSTRUCTION DETAIL P-7)

PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH

PLAIN PC CONC PVMT, CL 3 CONC, 9 INCH THK

PLAIN PC CONC PVMT, CL 3 CONC, 9 IN THK (COLORED INSIGNIA RED # 31136 AND STAMPED)

CONCRETE HEADER CURB , 4 IN, TP 9

CONCRETE HEADER CURB , 6 IN, TP 7

CONC CURB & GUTTER, 8 IN X 30 IN, TP 7

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

CONC SIDEWALK, 4 IN

1" OPEN GRADED INTERLAYER (OG1)

RECYCLED ASPHALT CONC LEVELING, INCL BITUM & H LIME

GRADED AGGREGATE BASE COURSE - 12 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 385 LB/SY

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

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM & H LIME - 220 LB/SY

REQUIRED PAVEMENT

Profile Grade

4% 4%

2:1 MAX

MAX

2:1 MAX

Sidewalk

Shoulder

H G

2%2%

2'-6"

4'0"

2'-0"

24'-0" to 10'-0" 0'-6" to 14'-0"

Varies

Travel Lane

0'-0" to 24'-2"

2'-6" 2'-6"

I I

0'-0" to 14'-5"

Slip Lane

12'-0" to 23'-4"

VARIES

Varies

8'-0" 2'-0"

16'-0"

PAY LIMITS FOR GAB

Varies

Median

Raised Concrete

Varies

Median

Raised Grassed

Varies

TURN LANE

INCLUDED IN LUMP SUM BID FOR GRADING COMPLETE.

EXISTING PAVEMENT UNDER MEDIAN AREAS SHALL BE REMOVED. COST4.

FOR GRADING COMPLETE.

THE EXISTING PAVEMENT. COST INCLUDED IN OVERALL COST

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:

NOT to SCALE

BELFAST KELLER ROAD/CR90

TANGENT SECTION

WIDENING & FULL DEPTH CONCRETE

TYPICAL SECTION #1

STA. 139+81.00 to STA. 141+50.00

STA. 130+03.92 to STA 133+78.19 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

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

M M

Existing Pavement Existing Pavement

2'-0" 2'-0"

2'-0"

Travel Lane

12'-0"

Varies

PAVEMENT WIDENING

28'-4" to 90'-5"

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

9/26/2024 anderson.v

GPLOT-ORD

0027691_5.dgn

12:03:05 PM

0001-05

TYPICAL SECTIONS

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

SCALE IN FEET

0 10 20

S E

N O

T F

O R

C O

N S

T R

U C

PLAIN PC CONC PVMT, CL 1 CONC. 8 INCH THICK

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 330 LB/SY

GRASSED MEDIAN/ SHOULDER

MILLING ASPH. CONC. PVMT - VARIABLE DEPTH

SAFETY EDGE (GA CONSTRUCTION DETAIL P-7)

PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH

PLAIN PC CONC PVMT, CL 3 CONC, 9 INCH THK

PLAIN PC CONC PVMT, CL 3 CONC, 9 IN THK (COLORED INSIGNIA RED # 31136 AND STAMPED)

CONCRETE HEADER CURB , 4 IN, TP 9

CONCRETE HEADER CURB , 6 IN, TP 7

CONC CURB & GUTTER, 8 IN X 30 IN, TP 7

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

CONC SIDEWALK, 4 IN

1" OPEN GRADED INTERLAYER (OG1)

RECYCLED ASPHALT CONC LEVELING, INCL BITUM & H LIME

GRADED AGGREGATE BASE COURSE - 12 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 385 LB/SY

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

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM & H LIME - 220 LB/SY

REQUIRED PAVEMENT

INCLUDED IN LUMP SUM BID FOR GRADING COMPLETE.

EXISTING PAVEMENT UNDER MEDIAN AREAS SHALL BE REMOVED. COST4.

FOR GRADING COMPLETE.

THE EXISTING PAVEMENT. COST INCLUDED IN OVERALL COST

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

BELFAST KELLER ROAD/CR90

ROUNDABOUT

TYPICAL SECTION #2

STA. 139+00.00 to STA. 139+80.74

Circulatory Roadway WidthIsland Radius

Inscribed Circle Radius

CENTER OF ROUNDABOUT

2'-6"

18'-0"

79' 6.6" to 95'6"

VARIES

8"6"

PAY LIMITS FOR GAB

42'-3" 9'-0" to 17'-0"

Truck Apron Circulatory Roadway Width

19'-0" to 21'-8.2"

VARIES

Divider Raised Lane

2'-0" to 5'-0"

Varies

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

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

6:1 to 10:1 (Typ)

Type 9 Curb Face Concrete Median

Monolithic Integral

0' to 7'-0"

Varies

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.

whichever is greater.

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

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

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

MAX

2:1 MAX

7'-6"

10'-0"

Shoulder

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

9/26/2024 anderson.v

GPLOT-ORD

0002-05

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

SCALE IN FEET

0 10 20

S E

N O

T F

O R

C O

N S

T R

U C

PLAIN PC CONC PVMT, CL 1 CONC. 8 INCH THICK

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 330 LB/SY

GRASSED MEDIAN/ SHOULDER

MILLING ASPH. CONC. PVMT - VARIABLE DEPTH

SAFETY EDGE (GA CONSTRUCTION DETAIL P-7)

PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH

PLAIN PC CONC PVMT, CL 3 CONC, 9 INCH THK

PLAIN PC CONC PVMT, CL 3 CONC, 9 IN THK (COLORED INSIGNIA RED # 31136 AND STAMPED)

CONCRETE HEADER CURB , 4 IN, TP 9

CONCRETE HEADER CURB , 6 IN, TP 7

CONC CURB & GUTTER, 8 IN X 30 IN, TP 7

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

CONC SIDEWALK, 4 IN

1" OPEN GRADED INTERLAYER (OG1)

RECYCLED ASPHALT CONC LEVELING, INCL BITUM & H LIME

GRADED AGGREGATE BASE COURSE - 12 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 385 LB/SY

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

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM & H LIME - 220 LB/SY

REQUIRED PAVEMENT

SINCLUDED IN LUMP SUM BID FOR GRADING COMPLETE.

EXISTING PAVEMENT UNDER MEDIAN AREAS SHALL BE REMOVED. COST4.

FOR GRADING COMPLETE.

THE EXISTING PAVEMENT. COST INCLUDED IN OVERALL COST

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

RAMP SECTION

TYPICAL SECTION #3

STA. 716+50 to STA. 718+22.50

RAMP C

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.

whichever is greater.

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

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

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

MAX

4:1

C L

Existing Ramp C

PAY LIMITS FOR GAB

4'-0"

VARIES

0'-0" to 28'-0"

2% or SE

VARIES

12'-2" to 44'-0"

4% or SE

Slip Lane

Existing Pavement

MAX

2:1 MAX

Sidewalk

Shoulder

2%2%2%

2'-6"

4'0"

2'-6"

Slip Lane

18'

8'-0" 2'-0"

16'-0"

4'-0"

N R

C L

Existing Ramp C

PAY LIMITS FOR GAB

2% or SE Existing Pavement

2'-6"

0'-0" to 34'-0"

Varies

Median

Raised Concrete

STA. 718+22.50 to STA. 718+89.27

RAMP C

Varies

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

9/26/2024 anderson.v

GPLOT-ORD

0003-05

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

SCALE IN FEET

0 10 20

S E

N O

T F

O R

C O

N S

T R

U C

PLAIN PC CONC PVMT, CL 1 CONC. 8 INCH THICK

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 330 LB/SY

GRASSED MEDIAN/ SHOULDER

MILLING ASPH. CONC. PVMT - VARIABLE DEPTH

SAFETY EDGE (GA CONSTRUCTION DETAIL P-7)

PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH

PLAIN PC CONC PVMT, CL 3 CONC, 9 INCH THK

PLAIN PC CONC PVMT, CL 3 CONC, 9 IN THK (COLORED INSIGNIA RED # 31136 AND STAMPED)

CONCRETE HEADER CURB , 4 IN, TP 9

CONCRETE HEADER CURB , 6 IN, TP 7

CONC CURB & GUTTER, 8 IN X 30 IN, TP 7

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

CONC SIDEWALK, 4 IN

1" OPEN GRADED INTERLAYER (OG1)

RECYCLED ASPHALT CONC LEVELING, INCL BITUM & H LIME

GRADED AGGREGATE BASE COURSE - 12 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 385 LB/SY

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

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM & H LIME - 220 LB/SY

REQUIRED PAVEMENT

GADOT

LOWNDES

GADOT

LOWNDES

NOT to SCALE

BELFAST KELLER ROAD/CR90

TANGENT SECTION

WIDENING & FULL DEPTH ASPHALT

TYPICAL SECTION #4

STA. 141+50.00 to STA. 166+61.72

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.

whichever is greater.

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

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

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

24'-0" TO 48'-0"

VARIES

20'-0" 36'-0" to 60'-0"

VARIES

Profile Grade

2% 2%

12'-0"12'-0" 12'-0"

Travel LaneTravel LaneTravel Lane

2'-6" 2'-6"

4% 4%

16'-0"

5'-0"4'-0"

MAX

2:1 MAX

2'-6"

Sidewalk

Shoulder

13'-0"

5'-0" 4'-0"

2:1 MAX

MAX

2'-6"

Sidewalk

Shoulder

OF CONSTRUCTION CENTERLINE

SHIFTS FROM LEFT TO RIGHT

24' EXISTING PAVEMENT

0'-0" TO 10'-0"

VARIES

MEDIAN

0'-0" TO 10'-0"

VARIES

0'-0" TO 12'-0"

VARIES

Turn Lane

PAY LIMITS FOR GAB PAY LIMITS FOR GAB

Existing Pavement

H I

INCLUDED IN LUMP SUM BID FOR GRADING COMPLETE.

EXISTING PAVEMENT UNDER MEDIAN AREAS SHALL BE REMOVED. COST4.

FOR GRADING COMPLETE.

THE EXISTING PAVEMENT. COST INCLUDED IN OVERALL COST

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

12'-0"

Travel Lane

0'-0" TO 12'-0"

VARIES

Turn Lane

12'-0"

Travel Lane

0'-0" TO 12'-0"

VARIES

Turn Lane

2.5%

24'-0"

Clear Zone

0'-0" TO 12'-0"

VARIES

Turn Lane

16'-0"

5'-0"4'-0"

2:1 MAX

2'-6"

Sidewalk

Shoulder

Q G H

MAX

VARIES 4'-0"

4:1 TYP

DITCH SECTION

5'-0" 4'-0"

2'-6"

Sidewalk

13'-0"

Shoulder

4:1

MAX

2:1 MAX

24'-0"

Clear Zone

E d g e o f T r a v e l

L a n e

DITCH SECTION

VARIES4'

NOTE: END SIDEWALK STA 150+55.20NOTE: END SIDEWALK STA 163+49.59

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

9/26/2024 anderson.v

GPLOT-ORD

12:03:06 PM

0004-05

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

SCALE IN FEET

0 10 20

S E

N O

T F

O R

C O

N S

T R

U C

PLAIN PC CONC PVMT, CL 1 CONC. 8 INCH THICK

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 330 LB/SY

GRASSED MEDIAN/ SHOULDER

MILLING ASPH. CONC. PVMT - VARIABLE DEPTH

SAFETY EDGE (GA CONSTRUCTION DETAIL P-7)

PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH

PLAIN PC CONC PVMT, CL 3 CONC, 9 INCH THK

PLAIN PC CONC PVMT, CL 3 CONC, 9 IN THK (COLORED INSIGNIA RED # 31136 AND STAMPED)

CONCRETE HEADER CURB , 4 IN, TP 9

CONCRETE HEADER CURB , 6 IN, TP 7

CONC CURB & GUTTER, 8 IN X 30 IN, TP 7

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

CONC SIDEWALK, 4 IN

1" OPEN GRADED INTERLAYER (OG1)

RECYCLED ASPHALT CONC LEVELING, INCL BITUM & H LIME

GRADED AGGREGATE BASE COURSE - 12 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 385 LB/SY

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

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM & H LIME - 220 LB/SY

REQUIRED PAVEMENT

GADOT

LOWNDES

NOT to SCALE

BELFAST KELLER ROAD/CR90

TANGENT SECTION

WIDENING & FULL DEPTH ASPHALT

TYPICAL SECTION 5

STA. 179+35.26 to STA. 203+00.00

STA. 166+61.72 to STA. 176+62.52

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.

whichever is greater.

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

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

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

24'-0" TO 48'-0"

VARIES

20'-0" 36'-0" to 60'-0"

VARIES

Profile Grade

2% 2%

12'-0"12'-0" 12'-0"

Travel LaneTravel LaneTravel Lane

2'-6" 2'-6"

4% 4%

16'-0"

MAX

2:1 MAX

2'-6"

Shoulder

13'-0"

2:1 MAX

MAX

2'-6"

Shoulder

OF CONSTRUCTION CENTERLINE

SHIFTS FROM LEFT TO RIGHT

24' EXISTING PAVEMENT

0'-0" TO 10'-0"

VARIES

MEDIAN

0'-0" TO 10'-0"

VARIES

0'-0" TO 12'-0"

VARIES

Turn Lane

PAY LIMITS FOR GAB PAY LIMITS FOR GAB

Existing Pavement

H I

INCLUDED IN LUMP SUM BID FOR GRADING COMPLETE.

EXISTING PAVEMENT UNDER MEDIAN AREAS SHALL BE REMOVED. COST4.

FOR GRADING COMPLETE.

THE EXISTING PAVEMENT. COST INCLUDED IN OVERALL COST

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

12'-0"

Travel Lane

0'-0" TO 12'-0"

VARIES

Turn Lane

0'-0" TO 12'-0"

VARIES

Turn Lane

24'-0"

Clear Zone

0'-0" TO 12'-0"

VARIES

Turn Lane

16'-0"

5'-0"4'-0"

2:1 MAX

2'-6"

Sidewalk

Shoulder

Q G H

MAX

VARIES 4'-0"

4:1 TYP

DITCH SECTION

24'-0"

Clear Zone

5'-0" 4'-0"

2'-6"

Sidewalk

13'-0"

Shoulder

4:1

MAX

2:1 MAX

24'-0"

Clear Zone

E d g e o f T r a v e l

L a n e

DITCH SECTION

VARIES0'-0" to 4'-0"

VAREIS

NOTE: BEGIN SIDEWALK STA 189+50.64

NOTE: BEGIN SIDEWALK STA 199+08.90

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

9/26/2024 anderson.v

GPLOT-ORD

0005-05

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

SCALE IN FEET

0 10 20

S E

N O

T F

O R

C O

N S

T R

U C

PLAIN PC CONC PVMT, CL 1 CONC. 8 INCH THICK

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 330 LB/SY

GRASSED MEDIAN/ SHOULDER

MILLING ASPH. CONC. PVMT - VARIABLE DEPTH

SAFETY EDGE (GA CONSTRUCTION DETAIL P-7)

PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH

PLAIN PC CONC PVMT, CL 3 CONC, 9 INCH THK

PLAIN PC CONC PVMT, CL 3 CONC, 9 IN THK (COLORED INSIGNIA RED # 31136 AND STAMPED)

CONCRETE HEADER CURB , 4 IN, TP 9

CONCRETE HEADER CURB , 6 IN, TP 7

CONC CURB & GUTTER, 8 IN X 30 IN, TP 7

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

CONC SIDEWALK, 4 IN

1" OPEN GRADED INTERLAYER (OG1)

RECYCLED ASPHALT CONC LEVELING, INCL BITUM & H LIME

GRADED AGGREGATE BASE COURSE - 12 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 385 LB/SY

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

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM & H LIME - 220 LB/SY

REQUIRED PAVEMENT

INCLUDED IN LUMP SUM BID FOR GRADING COMPLETE.

EXISTING PAVEMENT UNDER MEDIAN AREAS SHALL BE REMOVED. COST4.

FOR GRADING COMPLETE.

THE EXISTING PAVEMENT. COST INCLUDED IN OVERALL COST

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

BELFAST KELLER ROAD/CR90

ROUNDABOUT

TYPICAL SECTION #6

STA. 176+62.52 to STA. 179+35.26

Circulatory Roadway WidthIsland Radius

Inscribed Circle Radius

CENTER OF ROUNDABOUT

2'-6"

18'-0"

107'-6"

8"6"

PAY LIMITS FOR GAB

46'-6" 18'-0"

Truck Apron Circulatory Roadway Width

18'-0"

Divider Raised Lane

2'-0" to 5'-0"

Varies

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

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

6:1 to 10:1 (Typ)

Type 9 Curb Face Concrete Median

Monolithic Integral

2'-0" to 7'-0"

Varies

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.

whichever is greater.

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

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

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

MAX

2:1 MAX

7'-6"

10'-0"

Shoulder

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

9/26/2024 anderson.v

GPLOT-ORD

0006-05

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

SCALE IN FEET

0 10 20

S E

N O

T F

O R

C O

N S

T R

U C

E X

I T

A M

P C

N B

E N

T R

A N

C E

A M

P D

720+00 800+00

805+00

TO I-95

STA 130+03.92

BEGIN CONSTRUCTION

BEGIN PROJECT

ELEV: 29.36

E 914302.55254

N 678180.38332

LOCATION CONTROL DELTA

TRV/PK@CL CAPPED IPS

CONTROL POINT 1511

D R

A W

N o

A T

L I

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

100 200

SCALE IN FEET

0 50

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:

11/05/2020

REVISION DATES

9/26/2024 anderson.v

GPLOT-ORD

0027691_11.dgn

12:03:07 PM

0001-11

CONSTRUCTION LAYOUT

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

S E

N O

T F

O R

C O

N S

T R

U C

A D

A C

C E

S S

O A

D A

C C

E S

10+00

11+00

12+00

20+00

21+00

22+00

ELEV: 17.18

E 914924.56847

N 677183.90163

LOCATION CONTROL DELTA

TRV/ CAPPED IPS

CONTROL POINT 1512

20+00.00

ROAD 2

STA 12+50.00

ROAD 1

STA 151+00.51

BELFAST KELLER

INTERSECTION0

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 N

G N o

A T

C H

L I N

E S

T A

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

100 200

SCALE IN FEET

0 50

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:

11/05/2020

REVISION DATES

9/26/2024 anderson.v

GPLOT-ORD

12:03:07 PM

0002-11

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

S E

N O

T F

O R

C O

N S

T R

U C

T F

E R

S P

A R

K D

G R

E A

T O

G E

E C

H E

E P

A R

K W

A Y

R O

C E S S

0 1

30+00

31+00

32+00

33+00

40+00

41+00

42+00

50+00

51+00

ELEV: 17.57

E 915638.25042

N 676233.32752

LOCATION CONTROL DELTA

TRV/PKF @CL

CONTROL POINT 1513

ELEV: 19.69

E 916131.67292

N 675421.58619

LOCATION CONTROL DELTA

TRV/CAPPED IPS

CONTROL POINT 1515

STA 33+22.49

ROAD 3

STA 162+97.42

BELFAST KELLER

INTERSECTION

STA 40+00.00

GREAT OGEECHEE PARKWAY

STA 162+98.97

BELFAST KELLER

INTERSECTION

STA 50+00.00

OUTFITTERS PARK DRIVE

STA 170+04.15

BELFAST KELLER

INTERSECTION

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

N o

A T

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

100 200

SCALE IN FEET

0 50

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:

11/05/2020

REVISION DATES

9/26/2024 anderson.v

GPLOT-ORD

12:03:08 PM

0003-11

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

S E

N O

T F

O R

C O

N S

T R

U C

A R T

W O

V E

N U E

H E

A R T

W O

N U E

R O

C E S S

R O

C E S S

80+00

81+00

90+00

91+00

60+00

61+00

62+00

63+00

70+00

71+00

72+00

73+00

74+00

ELEV: 21.49

E 916708.62161

N 674683.88692

LOCATION CONTROL DELTA

TRV/PK

CONTROL POINT 1516

STA 63+80.00

HEARTWOOD AVENUE

STA 177+48.16

BELFAST…

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File details come from the government source that posted it. Updated Oct 7, 2024.