Country Club Road_S_S Plans_20260211.pdf

LOCATION

PROJECT

LOCATION SKETCH

TRAFFIC D.H.V. (2024): 635

TRAFFIC A.D.T. (2024): 1020

DESIGN DATA:

24 HR.TRUCKS %: 9%

SPEED DESIGN: 45 MPH - COUNTRY CLUB ROAD

RURAL LOCAL ROADWAY (COUNTRY CLUB ROAD)

FUNCTIONAL CLASS:

IS 100% IN CONG. DIST. NO. 012.

THIS PROJECT IS 100% IN BULLOCH COUNTY AND

PROJECT DESIGNATION: EXEMPT

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

BOARD OF COMMISSIONERS

bulloch county

PLAN AND PROFILE OF PROPOSED

CULVERT REPLACEMENT

COUNTRY CLUB ROAD

FEDERAL ROUTE No.: N/A

STATE ROUTE No.: N/A

P.I. No.: N/A

MILES

0.125

N/A

0.125

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

N/A

0.125

LENGTH OF PROJECT

COUNTY No.31

PLANS PREPARED BY:

UNDER THE SUPERVISION OF:

PLANS COMPLETED 02/11/2026

REVISIONS

PROJECT CONTACTS

CONTACT: DREW TALLEY, P.E.

PHONE: (912) 328-4805

SAVANNAH, GA 31401

33 BULL STREET, SUITE 505

ENGINEER: KIMLEY-HORN & ASSOCIATES

CONTACT: RON NELSON

PHONE: (912) 531-5708

STATESBORO, GEORGIA 30458

115 NORTH MAIN STREET

BULLOCH COUNTY BOARD OF COMMISSIONERSOWNER:

SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE GEORGIA STANDARD SPECIFICATIONS.

BINDING IN ANY WAY. THE ATTENTION OF BIDDER IS SPECIFICALLY DIRECTED TO

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

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

ANY REVISIONS CONTAINED WITHIN THIS PLAN SET SUPERSEDE THE 2026 CONSTRUCTION

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

CONSTRUCTION STANDARDS AND DETAILS BOOK IS AVAILABLE AT:

STANDARDS AND DETAILS BOOK AND ATTACHED APPLICABLE REVISIONS. THE 2026

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE 2026 CONSTRUCTION

BE DEEMED TO MEAN BULLOCH COUNTY BOARD OF COMMISSIONERS.

OR " DEPARTMENT " WHEN THE CONTEXT THERE OF MEANS THE STATE HIGHWAY DEPARTMENT OF GEORGIA, AND SHALL

GEORGIA ", " STATE HIGHWAY DEPARTMENT ", " GEORGIA STATE HIGHWAY DEPARTMENT", " HIGHWAY DEPARTMENT ", PHOTOGRAPHS USED, OR TO BE USED IN CONNECTION WITH THIS DOCUMENT, TO " STATE HIGHWAY DEPARTMENT OF

ALL REFERENCES IN THIS DOCUMENT, WHICH INCLUDES ALL PAPERS, WRITINGS, DOCUMENTS, DRAWINGS, OR

NOTE :

DIRECTIONAL DIST: 62%

E 754158.6123

N 878206.0937

STA 104+70.00

PROJECT MIDPOINT

FY25-CP-E17

BULLOCH COUNTY PROJECT NUMBER

DREW TALLEY, P.E.

01-0001

BULLOCH COUNTY BOARD OF COMISSIONERS

COUNTY ENGINEER

W. RON NELSON

PL

PL

PL

PL

PL

PL

ROSCOE INVESTMENTS LLC

8/19/2019

Drew.Talley

2/11/2026 GPLOT-ORD

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CONCOV

150 300

SCALE IN FEET

0 75

Savannah, Georgia 31401

33 Bull Street, Suite 505

Engineering, Planning, and Environmental Consultants

DRAWING No.

COUNTRY

CLUB

ROAD

ROAD

BENT TREE

EXI

ST

R/ W

EXIST R/W

EXI

ST

R/ W

STA 102+40.00

COUNTRY CLUB ROAD

BEGIN CONSTRUCTION

E 753959.8030

N 877944.0902

STA 101+40.00

BEGIN PROJECT

STA 107+00.00

COUNTRY CLUB ROAD

END CONSTRUCTION

E 754423.6372

N 878400.7414

STA 108+00.00

END PROJECT

EXIST R/W

R/W

REQ'D

REQ'D R/W

E X I

S T

R

W

N A

D R A

LL

No. 055190

N

PROFESSIONAL

T

GI

N

E

G EG

R

O

SI

R

EER

ER

D

I E

G

A

E

H TW

E

E Y

02/11/2026

02-0001

DRAWING NO. DESCRIPTION DRAWING NO. DESCRIPTION

INDEX

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

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

AVAILABLE AT:

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

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

1-0001

2-0001

4-0001

5-0001 TO 5-0014

13-0001

15-0001

23-0001 TO 23-0004

COVER DRAWING

INDEX

GENERAL NOTES

TYPICAL SECTIONS AND MISCELLANEOUS DETAILS

CONSTRUCTION PLAN

MAINLINE PROFILE

DRAINAGE PROFILE

CROSS SECTIONS

52-0001

53-0001

54-0001 TO 54-0003

51-0001 TO 51-0004

52-0002

52-0003

52-0004

52-0005

52-0006

52-0007

50-0001 ESPCP COVER

ESPCP GENERAL NOTES

CONST. DETAIL (EC-L1) - EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 1 OF 7) (03-17)

CONST. DETAIL (EC-L2) - EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 2 OF 7) (11-18)

CONST. DETAIL (EC-L3) - EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 3 OF 7) (03-17)

CONST. DETAIL (EC-L4) - EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 4 OF 7) (03-17)

CONST. DETAIL (EC-L5) - EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 5 OF 7) (03-17)

CONST. DETAIL (EC-L6) - EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 6 OF 7) (11-18)

CONST. DETAIL (EC-L7) - EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 7 OF 7) (03-17)

ESPCP DRAINAGE AREA MAP

BMP LOCATION DETAILS

WATERSHED MAP SITE MONITORING PLAN 55-0001

22-0001

CULVERT REPLACEMENT

COUNTRY CLUB ROAD

17-0001 DRIVEWAY PROFILE

STREAM DIVERSION AND PUMP AROUND

D-55B:RIPRAP OUTLET PROTECTION (SHEET 2 OF 2)

D-55A:RIPRAP OUTLET PROTECTION (SHEET 1 OF 2)

D-52:BALED STRAW & COMPOST FILTER SOCK CHECK DAMS FOR EROSION CONTROL

D-41:CONSTRUCTION EXIT

D-24C:TEMPORARY SILT FENCE J-HOOKS. INLET SEDIMENT TRAPS (SHEET 3 OF 4)

D-24B:TEMPORARY SILT FENCE BERM DITCH. INSTALLATION. BRUSH BARRIER (SHEET 2 OF 4)

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

EROSION CONTROL DETAILS

56-0008

56-0001

56-0002

56-0003

56-0004

56-0006

56-0007

56-0005

11-0001 CONSTRUCTION LAYOUT

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

2/11/2026

Drew.Talley

GPLOT-ORD

gplotborder-ORD-PO.tbl

0179830_02.dgn9:14:34 AM

GPLN-CE

Savannah, Georgia 31401

3 Bull Street, Suite 5053

Engineering, Planning, And Environmental Consultants

GENERAL NOTES

04-0001

UTILITY OWNER TYPE

TELEPHONEBULLOCH SOLUTIONS

CULVERT REPLACEMENT

COUNTRY CLUB ROAD

GENERAL NOTES PROJECT NOTES

GENERAL NOTES - STANDARD SIGNS

DUPLICATED OR ARE CONTRARY TO THESE SIGN PLANS.

10. THE CONTRACTOR WILL BE REQUIRED TO REMOVE ANY EXISTING SIGNS THAT ARE

PUNCHED, SHALL BE REQUIRED TO PROPERLY MOUNT THE ASSEMBLY.

ON THE POST(S), ADDITIONAL 3/8 INCH DIAMETER HOLE(S), DRILLED OR

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

WITHIN AN ASSEMBLY.

8. A 1/2 INCH MINIMUM AIR SPACE SHALL BE REQUIRED BETWEEN ALL SIGN PLATES

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

7. 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 ROADWAY SIGNS REQUIRING REFLECTORIZED BACKGROUNDS EXCEPT

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

TYPICAL FRAMING DETAILS.

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

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

PAVEMENT TO THE NEARER EDGE OF THE SIGN(S), WHICHEVER IS GREATER.

THE EDGE OF THE PAVED SHOULDER OR 12 FEET FROM THE NORMAL EDGE OF

4. HORIZONTAL CLEARANCE FOR STANDARD ROADWAY SIGNS SHALL BE 6 FEET FROM

HEIGHT OF 7 FEET ABOVE THE FINISHED GRADE.

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

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

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

PROJECT ENGINEER WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF RECORD.

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

SUBSEQUENTLY AMENDED.

TRANSPORTATION SPECIFICATIONS FOR CONSTRUCTION, 2021 EDITION, OR AS

TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND THE GEORGIA DEPARTMENT OF

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

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

CONTACT

MSHARPE@BULLOCHSOLUTIONS.COM

+1 (912) 531-1845

MARK SHARPE

THE OVERALL PRICE BID FOR THE PROJECT.

ALL OTHER EXISTING PAVEMENT REMOVAL AND PREPARATION SHALL BE INCLUDED IN

SAWED LONGITUDINAL JOINTS ASSOCIATED WITH ASPHALT SHOULDER REMOVAL, AS WELL AS

PLANS AND REMOVAL SHALL BE INCLUDED IN THE OVERALL PRICE BID FOR THE PROJECT.

10. EXISTING PAVED SHOULDERS SHALL BE REMOVED UNLESS OTHERWISE NOTED ON THE

SHALL BE INCLUDED IN THE OVERALL PRICE BID FOR THE PROJECT.

OR AS DIRECTED BY THE ENGINEER. ALL GRINDING AND TEMPORARY STRIPING COSTS

WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) CURRENT EDITION

THE TRAVELING PUBLIC. ALL REMAINING LINES OR MARKINGS SHALL BE IN ACCORDANCE

LINES TO THE SATISFACTION OF THE ENGINEER SUCH THAT THE LINES DO NOT CONFUSE

PATTERN BEING USED ON CONSTRUCTION, THE CONTRACTOR SHALL REMOVE OR OVERLAY

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

IN THE OVERALL PRICE BID FOR THE PROJECT.

OVERALL PRICE BID FOR THE PROJECT. SAW CUTTING COSTS SHALL ALSO BE INCLUDED

CURBING IS TO BE PLACED ACROSS A PAVED AREA. COST SHALL BE INCLUDED IN THE

TO BE PLACED ADJACENT TO EXISTING PAVEMENT WITH A VERTICAL JOINT OR WHERE

PAVEMENT REMOVAL TO A NEAT LINE FOR ALL LOCATIONS WHERE NEW PAVEMENT IS

8. A JOINT SHALL BE SAWED ON A LINE ESTABLISHED BY THE ENGINEER TO ENSURE

SHALL BE PLACED FLUSH WITH FINISHED SURFACE.

7. RIGHT-OF-WAY MARKERS IN RESIDENTIAL LAWN AND DEVELOPED COMMERCIAL AREAS

COORDINATE WITH ADJACENT PROPERTY OWNERS DURING CONSTRUCTION.

REFER TO SUB-SECTION 107.07 OF THE STANDARD SPECIFICATIONS.CONTRACTOR SHALL

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

PRICE BID FOR THE PROJECT.

RETARD DUST. ALL COSTS FOR DUST CONTROL SHALL BE INCLUDED IN THE OVERALL

SUBJECTED TO DUST FORMATION MUST BE PERIODICALLY WATERED, SUFFICIENT TO

5. THE CONTRACTOR SHALL STRICTLY ADHERE TO DUST CONTROL REGULATIONS. ALL AREAS

105.06 "COOPERATION WITH UTILITIES"

UNDERGROUND UTILITIES. THE CONTRACTOR'S ATTENTION IS CALLED TO SUB-SECTION

NUMBER 1-800-282-7411, FOR THE PURPOSE OF COORDINATING THE MARKING OF

4. THE CONTRACTOR SHALL BE REQUIRED TO USE THE ONE-CALL CENTER TELEPHONE

REMOVED OR RELOCATED TO CLEAR CONSTRUCTION IN ADVANCE OF WORK.

AND ARE NOT COVERED AS SPECIFIC ITEMS IN THE DETAILED ESTIMATE ARE TO BE

POSITION. ALL UTILITY FACILITIES, WHICH ARE IN CONFLICT WITH CONSTRUCTION

ON THE ROADWAY PROJECT IN ITS ORIGINAL, RELOCATED OR NEWLY INSTALLED

NOTED BELOW. "EXISTING UTILITY FACILITIES" MEANS ANY UTILITY THAT EXISTS

CONTRACTOR OF HIS RESPONSIBILITY TO SHOW KNOWN UTILITY FACILITIES EXCEPT AS

FACILITIES SUCH AS SERVICE LINES OR UNKNOWN FACILITIES WILL NOT RELIEVE THE

ARE NOT NECESSARILY ACCURATE IN LOCATION AS TO PLAN OR ELEVATION. UTILITY

3. ALL KNOWN UTILITY FACILITIES ARE SHOWN SCHEMATICALLY ON ROADWAY PLANS, AND

TRANSPORTATION STANDARD SPECIFICATIONS AND 2024 SUPPLEMENTAL SPECIFICATIONS.

2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2021 GEORGIA DEPARTMENT OF

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

PAVEMENT AT THE PROJECT TIE-IN LOCATIONS. ALL COSTS ASSOCIATED WITH

ENSURE A SMOOTH TRANSITION FROM EXISTING ASPHALT PAVEMENT TO NEW ASPHALT

6. THE CONTRACTOR SHALL MILL AND INLAY ASPHALT PAVEMENT AS REQUIRED TO

WITH REQUIREMENTS FOR THIS PROJECT.

STREAM DIVERSION OR A STREAM DIVERSION CHANNEL THAT ADEQUATELY COMPLIES

CONSTRUCTION OF THE NEW STRUCTURE, WHILE ALSO PROVIDING FOR A TEMPORARY

THE SEQUENCE OF OPERATIONS FOR DEMOLITION OF THE EXISTING STRUCTURE AND

PREPARE AND SUBMIT FOR APPROVAL A DETAILED PLAN THAT CLEARLY DEFINES

PERFORMANCE OF THE DRAINAGE WORK AT THIS LOCATION, THE CONTRACTOR SHALL

CHANNEL FOR DRAINAGE WORK AT THIS LOCATION. THEREFORE, PRIOR TO

APPROVED METHODS TO CONSTRUCT A STREAM DIVERSION OR STREAM DIVERSION

5. THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLANS DO NOT CONTAIN

START OF CONSTRUCTION.

AND SUBMIT A DEMOLITION PLAN TO THE ENGINEER FOR ACCEPTANCE PRIOR TO THE

IN THE OVERALL PRICE BID FOR THE PROJECT. THE CONTRACTOR SHALL PREPARE

EXISTING TRIPLE 42 INCH REINFORCED CONCRETE PIPE SHALL BE INCLUDED

4. ALL COSTS ASSOCIATED WITH THE DEMOLITION, REMOVAL, AND DISPOSAL OF THE

PAYMENT WILL BE MADE FOR ANY COSTS INCURRED TO COMPLY WITH THIS REQUIREMENT.

PLANS AND HAVING SPECIFIC PAY ITEMS IN THE DETAILED ESTIMATE. NO SEPARATE

ENGINEER EXCEPT FOR THOSE DRAINAGE ITEMS SHOWN AT SPECIFIC LOCATIONS IN THE

STRUCTURES THAT HAVE BEEN DAMAGED OR REMOVED OR REGRADED AS REQUIRED BY THE

TO, REPLACEMENT TO, REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE

AT ALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE BUT NOT BE LIMITED

3. THE CONTRACTOR SHALL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED

SPECIFICATIONS AND SUPPLEMENTS THERETO FOR ADDITIONAL INFORMATION.

201 OF THE GEORGIA DEPARTMENT OF TRANSPORTATION ("GDOT") STANDARD

A PERMITTED INERT WASTE LANDFILL, OR IN AN ENGINEERED FILL. SEE SECTION

RIGHT OF WAY SHALL BE PLACED IN EITHER A PERMITTED SOLID WASTE FACILITY,

ALL COMMON FILL OR EXCESS MATERIAL DISPOSED OUTSIDE THE PROJECT

APPROVED PRIOR TO CONSTRUCTION ACTIVITIES OCCURRING IN THEM.

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

1. THIS PROJECT DOES NOT REQUIRE AN NOI.

EXCELSIOR EMC

DISTRIBUTION

ELECTRIC

HOWARD.PORTER@EXCELSIOREMC.COM

+1 (912) 685-2115

HOWARD PORTER

VYVE FIBER TELEPHONE

DARREN.BOUMA@VYVEBB.COM

+1 (912) 618-0590

DARREN BOUMA

GRADED AGGREGATE BASE, 6 IN.

INCL BITUM MTL & H LIME,

ASPHALT - 165 LB/SY RECYCLED ASPH CONC 12.5MM SUPERPAVE, GP 2 ONLY,

RESIDENTIAL:

CONSTRUCTED. DRIVES SHALL BE CONSTRUCTED USING:

REVISIONS TO LOCATION, WIDTH, AND/OR NUMBER OF DRIVES TO BE

SHALL OBTAIN THE APPROVAL FROM THE ENGINEER PRIOR TO MAKING ANY

EXISTING DRIVEWAYS AT THE TIE IN POINT, IF APPLICABLE. THE CONTRACTOR

CONTRACTOR SHALL CONSTRUCT DRIVEWAYS TO MATCH THE LOCATION OF

DRIVEWAY LOCATIONS ARE SHOWN FROM THE BEST AVAILABLE DATA; THE

SHALL BE 24 FEET WIDE UNLESS NOTED OTHERWISE IN THE PLANS. EXISTING

THE THROAT UNLESS NOTED OTHERWISE IN THE PLANS. COMMERCIAL DRIVES

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

ASPHALT FOR ASPHALT, CONCRETE FOR CONCRETE AND ASPHALT FOR

THE PLANS. ALL OTHER DRIVEWAYS SHALL BE REPLACED AS FOLLOWS:

11% IN GRADE SHALL BE PAVED WITH CONCRETE UNLESS OTHERWISE NOTED IN

TIE IN POINT AS SHOWN IN THE PLANS AND PROFILES. ALL DRIVEWAYS OVER

1. ALL DRIVEWAYS THAT ARE TO BE RECONSTRUCTED WILL BE PAVED BACK TO THE

COORDINATE WITH RON NELSON (912-531-5708) PRIOR TO ANY TREE CLEARINGS.

RIGHT-OF-WAY, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CONTACT AND

14. THE CONTRACTOR IS RESPONSIBLE FOR TREE CLEARING WITHIN THE LIMITS OF

FOR THE PROJECT.

ALL WORK ASSOCIATED WITH REMOVAL SHALL BE INCLUDED IN THE OVERALL PRICE BID

CONSTRUCTION LIMITS UNLESS PLANS OR PROJECT ENGINEER INIDICATE OTHERWISE.

13. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL SIGNS AND LIGHT POLES WITHIN

INCLUDED IN THE PRICE BID FOR TRAFFIC CONTROL - LUMP SUM.

MET. ALL LABOR AND MATERIALS REQUIRED TO SATISFY THIS COMMENT SHALL BE

COMPLETION OF CONSTRUCTION TO ENSURE CURRENT RETROREFLECTIVITY STANDARDS ARE

AND MUTCD SIGNS MUST BE REPLACED AND SET AT THE FINAL LOCATION AT THE

DURING CONSTRUCTION, IT MUST BE RESET AT THE END OF EACH WORKDAY.ALL COUNTY

PROJECT LIMITS DURING CONSTRUCTION. IF A STREET NAME SIGN MUST BE MOVED

12. THE CONTRACTOR SHALL PROTECT ALL POST-MOUNTED STREET NAME SIGNS WITHIN THE

PRICE BID FOR THE PROJECT.

THAT ARE TO REMAIN IN PLACE. THIS WORK SHALL BE INCLUDED IN THE OVERALL

11. THE CONTRACTOR SHALL CLEAN OUT ALL EXISTING DRAINAGE STRUCTURES AND PIPES

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

2/11/2026

Drew.Talley gplotborder-ORD-PO.tbl

GPLOT-ORD 0179830_04.dgn9:15:41 AM

GPLN-CE

Savannah, Georgia 31401

CL

PAVEMENT DESIGN

B

8" GRADED AGGREGATE BASE

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

D

C

A 165 LB/SY RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MTL & H LIME

PAVEMENT SAFETY EDGE (GDOT DETAIL P-7)

CL

RECYCLED ASPH CONC LEVELING, INCL BITUM MATL & H LIMEE

TYPE 2, 18" WIDE, CENTERED ON JOINT

PAVEMENT REINFORCEMENT FABRIC

OF 19 MM LAYER

SAWCUT TO BOTTOM

PAVEMENT REINFORCEMENT FABRIC STRIPS, TP 2, 18" WIDEF

05-0001

CULVERT REPLACEMENT

COUNTRY CLUB ROAD

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

PONTIAC

PONTIAC

TYPICAL SECTION #1

STA. 105+00.00 TO 107+00.00

STA. 102+40.00 TO 104+00.00

COUNTRY CLUB ROAD

NOTES

FULL-DEPTH ASPHALT PAVEMENT IS NOT PRESENT.

CONTRACTOR TO REMOVE EXISTING PAVED SHOULDERS IF 4.

3. SEE EXISTING PAVEMENT SAWCUT DETAIL.

ACCORDANCE WITH CROSS-SECTIONS.

CONTRACTOR SHALL CONSTRUCT FILL AND CUT SLOPES IN2.

TO BE 2%.

SLOPE SHALL NOT EXCEED 8%. MINIMUM SHOULDER SLOPE

ALGEBRAIC DIFFERENCE IN PAVING SLOPE AND SHOULDER

SHOULDER TO SLOPE AT NORMAL RATE, HOWEVER, THE1.

A

B

D

D

A

B

TYPICAL SECTION #2

STA. 104+00.00 TO 105+00.00

COUNTRY CLUB ROAD

E

1'-0"

0'-9"

C

B

A

EXISTING PAVEMENT

EXISTING ASPHALT SAWCUT AND RESURFACING DETAIL

A

E

A

WHERE GUARDRAIL IS ADJACENT TO PAVED SHOULDERS.

SEE ROADWAY PLANS FOR LOCATION OF GUARDRAIL. REFER TO GDOT STD DETAIL S-4

D

A

B

C

A

B

C

D

C

C

FF

F

107+00.00 (LT)

STA. 106+00.00 TO

104+64.00 (LT)

STA. 104+36.00 TO

COUNTRY CLUB ROAD

SHOULDER DETAIL

A

B

D

C

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

1/29/2026

Drew.Talley

GPLOT-ORD

gplotborder-ORD-PO.tbl

0179830_05.dgn6:49:42 PM

GPLN-CE

Savannah, Georgia 31401

11/05/2020

1/29/2026

Drew.Talley

GPLOT-ORD 0179830_05.dgn6:49:42 PM

Note 3 See

Note 3 See

Travel Lane 11'-0"

Shoulder 6'-0"

Grade Profile

Travel Lane 11'-0"

Shoulder 6'-0"

Travel Lane 11'-0"

Shoulder 6'-0"

4:1

Grade Profile

Travel Lane 11'-0"

2'-0"

Shoulder Paved

2'-0"

Shoulder Paved

2.5 :1

MAX

2:1 MAX

4:1

GAB Pay Limits

Limits Pay

GAB

Limits Pay

GAB

Shoulder 6'-0"

2'-0"

Shoulder Paved

2.5:1 MAX

4:1

Shoulder Paved

2'-0"

VARIESVARIES

VARIES VARIES

VARIES

1.70% 6.30% 6.30%

6.30% 6.30%

6.30%

2:1

VariesVaries 2'-0"

4:1

2.5 :1

MAX

VariesVaries 2'-0"

M A

T C

H L

IN

E

A

2:1

MAX

VARIESVARIES

M A

T C

H L

IN

E

A

4:1

2'-0"

Shoulder Paved

Limits Pay

GAB

Shoulder 6'-0"Varies

M A

T C

H L

IN

E

A

Varies

Varies

2:1

VARIES

CULVERT REPLACEMENT

COUNTRY CLUB ROAD

05-0002

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/12/2025

Drew.Talley

GPLOT-ORD

gplotborder-ORD-PO.tbl

0179830_05.dgn

12:03:37 PM

05-0003

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/12/2025

Drew.Talley

GPLOT-ORD

12:03:41 PM

05-0004

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/12/2025

Drew.Talley

GPLOT-ORD

12:03:47 PM

05-0005

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/12/2025

Drew.Talley

GPLOT-ORD

12:03:54 PM

05-0006

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/12/2025

Drew.Talley

GPLOT-ORD

12:03:57 PM

05-0007

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/12/2025

Drew.Talley

GPLOT-ORD

12:04:01 PM

05-0008

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/12/2025

Drew.Talley

GPLOT-ORD

12:04:05 PM

05-0009

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/12/2025

Drew.Talley

GPLOT-ORD

12:04:07 PM

05-0010

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/12/2025

Drew.Talley

GPLOT-ORD

12:04:11 PM

05-0011

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/12/2025

Drew.Talley

GPLOT-ORD

12:04:18 PM

05-0012

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/12/2025

Drew.Talley

GPLOT-ORD

12:04:24 PM

05-0013

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/12/2025

Drew.Talley

GPLOT-ORD

12:04:27 PM

05-0014

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

11/12/2025

Drew.Talley

GPLOT-ORD

12:04:34 PM

E 953959.8030

N 877944.0902

STA 101+40.00

BEGIN PROJECT

STA 102+40.00

COUNTRY CLUB ROAD

BEGIN CONSTRUCTION

POINT #1

POINT #2

STA 107+00.00

COUNTRY CLUB ROAD

END CONSTRUCTION

E 754423.6372

N 878400.7414

STA 108+00.00

END PROJECT

L

COUNTRY CLUB ROAD

CONSTRUCTION C

CULVERT REPLACEMENT

COUNTRY CLUB ROAD

CONSTRUCTION LAYOUT DRAWING

11-0001

POB 100+00.00

N24°55'50.6"E

100+60.00 PC

D.S. 45 mph eMAX 8.00% ed 6.30%

'85.61E

1145.00'R

859.21'L

450.97'T

05°00'14.39"D

(RT)42°59'40.8"¬

754,113.6675E

878,281.7253N

105+10.97PI

CURVE# 1

CURVE# 1

POE 110+00.00

N67°55'31.4"E

PT 109+19.21

50 200

SCALE IN FEET

0 100

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

1/30/2026

Drew.Talley

GPLOT-ORD

0179830_11.dgn

10:31:06 AM

POINT NO.

#1

754304.9580878340.7955#2

878175.1070 754113.8230

EASTINGNORTHING ELEVATION

162.18'

162.58'

STATION

106+67.97

104+16.85

OFFSET

10.52'LT

10.59'LT

DESCRIPTION

MAGNAIL IN ASPHALT

MAGNAIL IN ASPHALT

SURVEY CONTROL

Savannah, Georgia 31401

ZONE A

POINT #1

ZONE X

POINT #2

Z O

N E

A

Z O

X

16"C

31"O

15"O 15"G

20"O 18"O

17"P

17"O

19"O

23"G

IE:148.39'

T

TPED

R/W

REQ'D

R/W

REQ'D

CONSTRUCTION PLANS

CULVERT REPLACEMENT

COUNTRY CLUB ROAD

13-0001

STA 104+63 LT

(12" X 36")

OM3-R

STA 104+37 LT

(12" X 36")

OM3-L

STA 104+63 RT

(12" X 36")

OM3-L

STA 104+37 RT

(12" X 36")

OM3-R

STRIPING (TYP)

6" SOLID WHITE THERMOPLASTIC

6" SOLID WHITE THEROMPLASTIC STRIPING (TYP)

(2 EA) PER GDOT STD T-11A (TYP)

STRIPING TP 1 YELLOW RPMS @ 40' SPACING

6" SOLID DOUBLE YELLOW THERMOPLASTIC

STA 107+95 LT

(30" X 30")

W8-17

STA 107+95 LT

(24" X 18")

W8-17P

18"

INV = 159.10'

STA 102+40.00, 29.00'LT

BEGIN SPECIAL DITCH

INV = 157.81'

GDOT STD 1120

STA 103+04.00, 35.00'LT

END SPECIAL DITCH

RCP @ 0.45%

32 LF 18"

INV = 154.36'

STA 104+36.00, 45.50'LT

END SPECIAL DITCH

(TYP)

24" DEPTH

RIP RAP

TYPE 3

INV = 154.35'

47.00'LT

STA 104+64.00

BEGIN SPECIAL DITCH

INV = 154.62'

STA 105+54.00, 49.00'LT

SPECIAL DITCH HIGH POINT

SEE PROJECT NOTE 4

TRIPLE 42" RCP (TYP)

DISPOSE OF EXISITING

DEMOLISH, REMOVE, AND

SEE SHEET 22-0001

GDOT STDS 2402-1 AND 2402-2-C

BOX CULVERT WITH 6" BAFFLES

5'X5' REINFORCED CONCRETE

INSTALL 60.5 LF DOUBLE

GDOT STD 2406

BOX CULVERT APRON

INSTALL CONCRETE

INV = 157.67'

GDOT STD 1120

STA 103+36.00, 35.50'LT

BEGIN SPECIAL DITCH

24" DEPTH (TYP)

TYPE 3 RIP RAP

INV = 153.97'

STA 106+00.00, 49.50'LT

END SPECIAL DITCH

IN ROADWAY CLEAR ZONE AS SHOWN (TYP)

CONTRACTOR SHALL NOT PLACE RIP RAP

COUNTRY C

LUB R

OAD

CONSTRUCTION CL

CURVE# 1

P

.9

I

TAPER

15:1

TAPER

15:1

SEE PROJECT NOTE 6

STA 102+40.00

COUNTRY CLUB ROAD

TIE TO EXIST MARKINGS

BEGIN OVERLAY AND LEVELING

BEGIN CONSTRUCTION

E 953959.8030

N 877944.0902

STA 101+40.00

BEGIN PROJECT

SEE PROJECT NOTE 6

STA 107+00.00

COUNTRY CLUB ROAD

TIE TO EXIST MARKINGS

END OVERLAY AND LEVELING

END CONSTRUCTION

STA 102+70.00, 13.00'RT

BEGIN 2' PAVED SHOULDER

STA 106+70.00, 13.00'RT

END 2' PAVED SHOULDER

13.00'LT

STA 106+70.00

SHOULDER

END 2' PAVED

E 754423.6372

N 878400.7414

STA 108+00.00

END PROJECT

STA 104+00.00

PAVEMENT REPLACEMENT

BEGIN FULL-DEPTH

END OVERLAY AND LEVELING

STA 105+00.00

BEGIN OVERLAY AND LEVELING

PAVEMENT REPLACEMENT

END FULL-DEPTH

STA 103+49.25, 19.00'LT

GDOT STD 4383

REQ'D TP 1 ANCHOR

GDOT STD 4388

BEGIN W-BEAM GUARDRAIL

STA 105+96.50, 19.00'LT

ANCHOR GDOT STD 4384

REQ'D TP 12A

GDOT STD 4388

END W-BEAM GUARDRAIL

STA 103+23.50, 19.00'RT

GDOT STD 4384

REQ'D TP 12A ANCHOR

GDOT STD 4388

BEGIN W-BEAM GUARDRAIL

STA 106+17.25, 19.00'RT

GDOT STD 4383

GDOT STD 4388

END W-BEAM GUARDRAIL

DW1

ASPH

14'

E X I

S T

E X I

S T

B

F S

E F

S

E X I

S T

E X I

S T

FACE GDOT DETAIL S-4 (TYP)

ADD'L SHOULDER PAVING TO GR

FACE GDOT DETAIL S-4 (TYP)

ADD'L SHOULDER PAVING TO GR

B

F S

E F

S

STA 102+70.00, 13.00'LT

BEGIN 2' PAVED SHOULDER

LIMITS OF OVERLAY (TYP)

LIMITS OF OVERLAY (TYP)

2' PAVED SHOULDER (TYP)

2' PAVED SHOULDER (TYP)

EXIST TREE

DO NOT DISTURB

15:1 TAPER

15:1 TAPER

STA 103+86.00, 22.50' LT

BEGIN TP 3 RIP RAP, 24" DEPTH

STA 106+15.00, 27.00'LT

END TP 3 RIP RAP, 24" DEPTH

EXIST TREE

DO NOT DISTURB

DO NOT DISTURB EXIST POLE

IE=154.96'

IE=155.21'

IE=154.93'

IE=151.68'

IE=153.65'

IE=153.78'

C

P

P

P

IE=148.90'

IE=148.39'

BOX CULVERT

9'X9' TRIPLE

HEADWALL

HEADWALL

HEADWALL

18"

RCP

BERM

TOP OF

EXIS

T R

/W

EXIST R/W

EXIST R/W

EXIS

T R

/W

PL

PL

IE=158.40'

IE=158.28'

PL

COAX AND FIBER

EXISTING VYVE FIBER

BFO144

SOLUTIONS

BULLOCH

EXISTING

SOLUTIONS BFO12

EXISTING BULLOCH

ROSCOE INVESTMENTS LLC

N/F

LLC

ROSCOE INVESTMENTS

N/F

TAYLOR BRIAN C

N/F

ROSCOE INVESTMENTS LLC

N/F

JOHN JR & KERRI

ARENDES BRIAN

N/F

JOHN JR

GRIFFIN

N/F

FENCE (TYP)

ORANGE BARRIER

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

25 100

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:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

2/6/2026

USER:Drew.Talley

GPLOT-V8

SCREEN_13.tbl

K:\SAV_Roadway\017983003_Country Club Road\CADD (ORD 2023)\0179830_13.dgn

3:53:05 PM

-8.4000%

-0.4500%

0.3000% -1.4000%

15-0001

CULVERT REPLACEMENT

COUNTRY CLUB ROAD

MAINLINE PROFILE

.0

.0

.0

.9

.8

.7

.5

.4

.4

.4

.4

.5

.5

-0.8000%

P V

I

L

P V

I

P V

I

P V

T

P V

C

P V

R C

V L

O W

V L

O W

V H

I G

H

140.00' VC

K = 215.38

DS = 45 mph

140.00' VC

K = 103.70

DS = 45 mph

140.00' VC

K = 124.44

DS = 45 mph

102+00 103+00 104+00 105+00 106+00 107+00 108+00

140 140

145 145

150 150

155 155

160 160

165 165

170 170

175 175

180 180

BEGIN SPECIAL DITCH LT

STA 102+40.00

ELEV = 159.10' STA 102+53.00

ELEV = 158.04'

-8.1500% PROPOSED DOUBLE 5'X5'

REINFORCED CONCRETE

BOX CULVERT

INV = 152.38'

END SPECIAL DITCH LT

STA 104+36.00

ELEV = 154.36'

STA 104+00.00

ELEV = 157.38'

BEGIN SPECIAL DITCH LT

STA 104+64.00

ELEV = 154.35'

STA 105+54.00

ELEV = 154.62'

END SPECIAL DITCH LT

STA 106+00.00

ELEV = 153.97'

PROPOSED

GRADE

EXISTING

GROUND

END CONSTRUCTION

END GRADE

COUNTRY CLUB ROAD

STA 107+00.00

ELEV = 161.49'

-0.3250%

END PROJECT

STA 107+60.00

BEGIN CONSTRUCTION

BEGIN GRADE

COUNTRY CLUB ROAD

STA 102+40.00

ELEV = 162.00'

-0.1000%

BEGIN PROJECT

STA 101+40.00

0.5500%

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

1/29/2026

Drew.Talley

GPLOT-ORD

0179830_15.dgn

6:22:08 PM

Engineering, Planning, And Environmental Consultants

1" = 10'

VERTICAL

1" = 50'

HORIZONTAL

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

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

END DRIVEWAY

40.00' LT

ELEV 160.94' BEGIN DRIVEWAY

13.00' LT

ELEV 162.89'

PROPOSED

GRADE

6.30%

EXISTING

GROUND

-8.25%

DW1

COUNTRY CLUB ROAD STA 103+20.50

GDOT DETAIL 9031-H

14.00' RESIDENTIAL ASPHALT DRIVE

P V

I

.0

E

L

.0

P V

I

.5

E

L

.0

.8

1.70%

-11.00%

EXISTING

18" RCP

DRIVEWAY PROFILE

CULVERT REPLACEMENT

COUNTRY CLUB ROAD

17-0001

.9

1+00 0+90 0+80 0+70 0+60 0+50 0+40 0+30 0+20 0+10 0+00

160 160

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

1/29/2026

Drew.Talley

GPLOT-ORD

0179830_17.dgn

1:59:04 PM

1" = 20'

VERTICAL

1" = 40'

HORIZONTAL

Savannah, Georgia 31401

3 Bull Street, Suite 5053

Engineering, Planning, And Environmental ConsultantsMATCH EXISTING:

10.00' VC AT ALL PVI'S DENOTED BY:

5.00' SAG VC AT ALL PVI'S DENOTED BY:

5.00' CREST VC AT ALL PVI'S DENOTED BY:

NOTE:

DRAINAGE PROFILE

COUNTRY CLUB ROAD

22-0001

104+50.00

-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120

140 140

150 150

160 160

170 170 1 .4

1.

EXISTING GROUND

PROPOSED FINISHED GRADE

INV = 154.35'

GDOT STD 2404-1

STA 104+50.00, 27.50'LT

INV = 150.00'

GDOT STD 2406-2

GDOT STD 2406-1 AND

STA 104+50.00, 33.00'RT

60.5' @ 7.20%

DOUBLE 5' X 5' BOX CULVERT

EMBEDDED 1'

GDOT STANDARDS 2402-1 AND 2402-2-C

H = 1'-10'

W-BEAM GUARDRAIL (TYP)

MATERIAL, 12" DEPTH

TP II FOUNDATIONAL BACKFILL

HW (10) = 155.58'

HW (50) = 156.99'

HW (100) = 159.83'

INV - 155.35'

UPSTREAM BOTTOM

24" DEPTH

TP 3 RIP RAP

GDOT DETAIL D-48

6" CONC BAFFLE (TYP)

24" DEPTH

TP 3 RIP RAP

DOWNSTREAM BOTTOM

INV - 151.00'

1" = 20'

VERTICAL

1" = 20'

HORIZONTAL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

2/2/2026

Drew.Talley

GPLOT-ORD

0179830_22.dgn

7:17:50 PM

102+00.00

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

150 150

160 160

170 170

2.

4:12:1

102+40.00

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

150 150

160 160

170 170

4:1 -1.88% 6.12% -7.05%-7.05%

.0

.1

.1

2.

159.10

2.5:1 158.29

102+50.00

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

150 150

160 160

170 170

4:1 -1.80% 6.20% -6.70%

.0

.2

.5

2.

00 4:1

-6.70%

-6.30%

2:1

EARTHWORK CROSS SECTIONS

CULVERT REPLACEMENT

COUNTRY CLUB ROAD

23-0001

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

EXIST

157.83

103+00.00

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

150 150

160 160

170 170

4:1

-1.70% 6.30% -6.30% 4:1

.0

.6

.5

2.

003:1 -6.30%

1" = 20'

VERTICAL

1" = 20'

HORIZONTAL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

1/29/2026

Drew.Talley

GPLOT-ORD

0179830_23.dgn

6:51:57 PM

-6.30%-1.70%

2:1

-1.70%

157.61

103+50.00

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

140 140

150 150

160 160

170 170

4:1 6.30% -6.30%

.1

.4

1.

913:

1 4:1

.3

-6.30% 6.30%

-1.70%

-1.70%

-6.30%

2:1

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

EXIST

EARTHWORK CROSS SECTIONS

CULVERT REPLACEMENT

COUNTRY CLUB ROAD

23-0002

SEE SHEET 22-0001 FOR DOUBLE 5' X 5' BOX CULVERT PROFILE

R/W

REQ'D

3:1

157.38

4:1 3 .9

104+00.00

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

140 140

150 150

160 160

170 170

2.

5:

6.30% -6.30%

.4

.2

1.

-6.30% 6.30%

1" = 20'

VERTICAL

1" = 20'

HORIZONTAL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

1/29/2026

Drew.Talley

GPLOT-ORD

6:51:46 PM

-1.70%

-1.70%

-6.30%

2.5:1 105+00.00

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

140 140

150 150

160 160

170 170

4:1 6.30% -6.30%

.2

.1

1.

3:1

154.46

.3

1-6.30% 6.30%

2.1

-1.70%

-1.70%

-6.30%

3:1

2.1

105+50.00

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

140 140

150 150

160 160

170 170

4:1 6.30% -6.30%

.9

.1

1.

154.61

4:1 3 .5

-6.30% 6.30%

3:1

-1.70%

-1.70%

-6.30%

2:1

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

EXIST

EARTHWORK CROSS SECTIONS

CULVERT REPLACEMENT

COUNTRY CLUB ROAD

23-0003

R/W

REQ'D

R/W

REQ'D

R/W

REQ'D

R/W

REQ'D

3:13:1 106+00.00

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

140 140

150 150

160 160

170 170

4:1 6.30% -6.30%

.5

.2

1.

153.97

4:1

.8

4-6.30% 6.30%

1" = 20'

VERTICAL

1" = 20'

HORIZONTAL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

1/29/2026

Drew.Talley

GPLOT-ORD

6:51:22 PM

107+50.00

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

150 150

160 160

170 170

1.

106+50.00

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

140 140

150 150

160 160

170 170

2:

-1.70% 6.30% -6.30%

.4

.0

1.

4:1

4:1 2:1

.0

-6.30%

-1.70%

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

EXIST

EARTHWORK CROSS SECTIONS

CULVERT REPLACEMENT

COUNTRY CLUB ROAD

23-0004

R/W

REQ'D

R/W

EXIST

R/W

EXIST

107+00.00

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

140 140

150 150

160 160

170 170

-0.85% 7.15% -7.85%

.4

.9

1.

-7.85%2:

4:1 2:1

.0

1" = 20'

VERTICAL

1" = 20'

HORIZONTAL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

1/30/2026

Drew.Talley

GPLOT-ORD

10:33:40 AM

5 Bull Street, Suite 4002

LOCATION

PROJECT

LOCATION SKETCH

BOARD OF COMMISSIONERS

bulloch county

EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN

CULVERT REPLACEMENT

COUNTRY CLUB ROAD

FEDERAL ROUTE No.: N/A

STATE ROUTE No.: N/A

P.I. No.: N/A

PLANS PREPARED BY:

UNDER THE SUPERVISION OF:

FY25-CP-E17

BULLOCH COUNTY PROJECT NUMBER

RHODES HUNT, P.E.

50-0001

NET LENGTH OF PROJECT

NET LENGTH OF BRIDGES

NET LENGTH OF ROADWAY

COUNTY No.31

LENGTH OF PROJECT

MILES

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

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

locations described herein by myself or my authorized agent, under my supervision."

"I certify under penalty of law that this Plan was prepared after a site visit to the receiving water."

representative of the increase in the turbidity of a specific identified un-sampled in the turbidity of each specific identified sampled receiving water will be the factors required in the General NPDES Permit No. GAR100002, that the increase proposed to be sampled, I have determined in my professional judgment, utilizing specific identified perennial or intermittent stream and other water body is not perennial and intermittent streams and other water bodies, or (b) where any such water bodies shown on the USGS topographic map and all other field verified provides for the monitoring of: (a) all perennial and intermittent streams and other

"I certify that the permittee's Erosion, Sedimentation and Pollution Control Plan to meet the requirements contained in the General NPDES Permit No. GAR100002."

designed system of best management practices and sampling methods is expected receiving water(s) or the sampling of the stormwater outfalls and that the which the land-disturbing activity was permitted, provides for sampling of the

Georgia Soil and Water Conservation Commission as of January 1 of the year in

"Manual for Erosion and Sediment Control in Georgia" (Manual) published by the practices required by the Georgia Water Quality Control Act and the document provides for an appropriate and comprehensive system of best management

"I certify that the permittee's Erosion, Sedimentation and Pollution Control Plan

No. GAR100002."

prepared in accordance with Part IV PAGE 21, of the General NPDES Permit

"I certify that this Erosion, Sedimentation and Pollution Control Plan has been

SIGNATURE

NUMBER 0000104979

GSWCC LEVEL II CERTIFICATION

PL

PL

PL

PL

PL

ROSCOE INVESTMENTS LLC

N/F

8/19/2019

Drew.Talley

2/11/2026 GPLOT-ORD

gplotborder-ORD-PO.tbl

0179830_01.dgn

CONCOV

Savannah, Georgia 31401

33 Bull Street, Suite 505

Engineering, Planning, and Environmental Consultants

DRAWING No.

COUNTRY

CLUB

ROAD

ROAD

BENT TREE

EXI

ST

R/ W

EXIST R/W

EXI

ST

R/ W

STA 102+40.00

COUNTRY CLUB ROAD

BEGIN CONSTRUCTION

E 753959.8030

N 877944.0902

STA 101+40.00

BEGIN PROJECT

STA 107+00.00

COUNTRY CLUB ROAD

END CONSTRUCTION

E 754423.6372

N 878400.7414

STA 108+00.00

END PROJECT

EXIST R/W

R/W

REQ'D

REQ'D R/W

E X I

W

Name

Street Address

Email Address

Phone Number

City. State Zip

150 300

SCALE IN FEET

0 75

DRAWING NUMBER(S)DATE

REVISIONS

PLANS COMPLETED 02/11/2026

ENTITY REQUESTING REVISION(S) SIGNATURE GSWCC LEVEL II CERT.#

Contractor shall complete the information in this box.

24 HOUR CONTACT:

MID-POINT COORDINATES

END-POINT COORDINATES

Longitude: -81.8498°

Latitude: 32.4134°

Longitude: -81.8484°

Latitude: 32.4146°

Longitude: -81.8499°

Latitude: 32.1640°

BEGIN-POINT COORDINATES

PRIMARY PERMITTEE

STATESBORO, GEORGIA 30458

115 NORTH MAIN STREET

BULLOCH COUNTY BOARD OF COMMISSIONERS

H R

O D U

T

N

No. 046667

N

PROFESSIONAL

T

GI

N

E

G EG

R

O

SI

R

EER

ER

D

I E

G

A

E

S HS

E

02/11/2026

NUMBER 0000104979

Email: RON NELSON

Phone: (912) 531-5708

CONTACT : RON NELSON

PHONE: (912) 531-5708

0.117

N/A

0.117

N/A

0.117

0.125

N/A

0.125

N/A

0.125

ESPCP GENERAL NOTES

51-0001

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

1/29/2026

Drew.Talley

GPLOT-ORD

0179830_51.dgn

7:18:41 PM

No alternative or additional BMPs will be used on this project.

ESPCP GENERAL NOTES

51-0002

ESPCP GENERAL NOTES PETROLEUM STORAGE,SPILLS AND LEAKS

SOIL SERIES INFORMATION

POSTCONSTRUCTION BMPs FOR STORMWATER MANAGEMENT

WASTE DISPOSAL

NONSTORMWATER DISCHARGES

DEWATERING AND PUMPING ACTIVITIES

OTHER CONTROLS

USE OF ALTERNATIVE AND/OR ADDITIONAL BMPS:

READY MIX CHUTE WASH DOWN

ESPCP ALTERATIONS

SITE STABLIZATION AND VEGETATION PLANTING SCHEDULE

CONSTRUCTION SCHEDULE AND SEQUENCE OF MAJOR ACTIVITIES

BMP INSTALLATION AND MAINTENANCE MEASURES

The Contractor is responsible for developing the construction schedule for the project. The construction schedule for this project shall be submitted after the project is awarded. A copy of the construction schedule shall be maintained at the project site.

The project budget includes sufficient funds for the payment of construction exits. The Contractor is responsible for establishing at least one (1) construction exit per the specifications of the construction exit detail included in this ESPCP to minimize or eliminate the vehicle tracking of dirt, soils, and sediments off site. To facilitate project logistics, the Contractor is also responsible for selecting the location(s) of the construction exit(s).

See the Department's Standard Specifications (or Special Provisions) 161, 163, 165, 700, 711, and other contract documents for installation and maintenance measures.

These plans expressly delegate the responsibility of proper on-site hazardous material management to the

Contractor. The Contractor shall at a minimum provide an action plan and keep the necessary materials on site for the capture, clean up, and disposal of any petroleum product, or other hazardous material, leaks or spills associated with the servicing, refueling or operation of any equipment utilized at the site. A copy of the action plan shall be submitted to the Project Engineer and maintained on the project site. All personnel operating or servicing equipment shall be familiar with the action plan. The Contractor shall not park, refuel, or maintain equipment within stream buffers.

If the Contractor elects to store petroleum products on site, the Contractor shall prepare an ESPCP addendum that addresses the additional BMPs needed for onsite storage and spill prevention for petroleum products. This plan shall be prepared by a Certified Design Professional as required by GAR100002 for inclusion with these plans. The Contractor's attention is specifically directed to Standard Specification 107-

Legal Regulations and Responsibility to the public for additional requirements.

Any pumped discharge from an excavation or disturbed area shall be routed through an appropriately sized sediment basin, silt filter bag, or shall be treated equivalently with suitable BMP's. The contractor shall ensure the post BMP treated discharge is sheet flowing. Failure to create sheet flow will obligate the contractor to perform water quality sampling of pumped discharges. The contractor shall prepare sampling plans in accordance with the current GAR100002 NPDES permit by utilizing a Certified Design Professional. No separate payment will be made for water quality sampling of pump discharges.

Nonstormwater discharges defined in Part III.A.2 of the NPDES Permit will be identified after construction has commenced. These discharges shall be subject to the same requirements as storm water discharges required by the Georgia Erosion and Sedimentation Control Act, the NPDES Permit, the Clean Water Act, the

Manual for Erosion and Sediment Control in Georgia, Department Standards, and other contract documents. The

NPDES does not authorize the discharge of soaps or solvents used in vehicle and equipment washing or the discharge of wastewater containing stucco, paint,oils, curing compounds, and other construction materials.

The washing of ready-mix concrete drums and dump truck bodies used in the delivery of Portland cement concrete is prohibited on this site.

In accordance with Standard Specification 107: Legal Regulations and Responsibility to the Public, only the discharge chute utilized in the delivery of Portland cement concrete may be rinsed free of fresh concrete remains. The Contractor shall excavate a pit outside of State water buffers, at least 25 feet from any storm drain and outside of the travelled way, including shoulders, for a wash-down pit. The pit shall be large enough to store all wash-down water without overtopping. Immediately after the wash-down operations are completed and after the wash-down water has soaked into the ground, the pit shall be filled in, and the ground above it shall be graded to match the elevation of the surrounding areas. Alternate wash-down plans must be approved by the Project Engineer.

Wash-down plans describe procedures that prevent wash-down water from entering streams and rivers. Never dispose of wash-down water down a storm drain. Establish a wash-down pit that includes the following: (1) a location away from any storm drain, stream, or river, (2) access to the vehicle being used for wash down, (3) sufficient volume for wash-down water, and (4) permission to use the area for wash down.

On sites where permission or access to excavate a wash-down pit is unavailable, the Contractor may have to wash-down into a sealable 55-gallon drum or other suitable container and then transport the container to a proper disposal site. For additional information, refer to the Georgia Small Business Environmental Assistance

Program's "A Guide for Ready Mix Chute/Hopper Wash-down".

If the Contractor elects to store building material, building products, construction waste, trash, landscape materials, fertilizers, pesticides, herbicides, detergents, sanitary waste, and other materials on the site, the

Contractor shall provide an appropriate covering to minimize the exposure of those materials or products to precipitation and stormwater to minimize the discharge of pollutants. Minimization of exposure is not required in cases where exposure to precipitation and to stormwater will not result in a discharge of pollutants, or where exposure of the specific material or product poses little risk to stormwater contamination or is intended for outdoor use.

The Contractor shall follow this ESPCP and ensure and demonstrate compliance with all applicable State and/or local regulations for waste disposal, sanitary sewer and septic systems, and petroleum storage.

The Contractor shall control dust from the site in accordance with Section 161 of the current edition of the

Department's Standard Specifications.

As soon as final grade has been established in any area of the project, install the following:

1. Permanent grassing

2. Slope stabilization

3. Storm drain outlet protection

Work in the final phase includes final grading and installation of permanent BMP's.

PHASE 3 - FINAL BMP'S

PHASE 2 - INTERMEDIATE BMP'S

PHASE 1 - INITIAL BMP'S

The following is a summary of the soils that are expected to be found on the project site:

Due to the size and scope of this project and the nature of soil series maps, it is not reasonably practical to delineate the precise locations of the above listed soils on the construction plans. The

NRCS soil survey and soil series maps for the project site are also available online at http://websoilsurvey.sc.egov.usda.gov/App/HomePage.htm.

Install the following prior to roadway construction:

1. Perimeter control silt fence

2. Construction Exit

3.Orange barrier fence

4. Apply temporary grassing and mulch as necessary to disturbed areas

5. Impervious dike

6.Dewatering pump

7. Geotextile dewatering dirt bag

Work in the remaining phases includes grading, overlay, full-depth pavement, and construction of the proposed double 5' x 5' reinforced concrete box culvert along Country Club Road

While earthwork and roadway paving are progressing, do the following:

1. Apply temporary grassing and mulch as necessary to disturbed areas

2. Mulch and plant temporary grass as required by the special provisions

3.Slope stabilization

4. Install riprap aprons and storm drain outlet protection

5. Fill slope embankment armoring

The escape of sediment from the site shall be prevented by the installation of erosion and sediment control measures and practices prior to land disturbing activities.

Erosion control measures will be maintained at all times. If full implementation of the approved Plan does not provide for effective erosion control, additional erosion and sediment control measures shall be implemented to control or treat the sediment source.

This Erosion, Sedimentation, and Pollution Control Plan (ES&PC Plan) is provided by the Department. It addresses the staged construction of the project on the basis of common construction methods and techniques. If the Contractor elects to alter the staged construction from that shown in the plans or utilize construction techniques that render this plan ineffective, the Contractor shall revise the plans in accordance to

Special Provision 161-Control of Soil Erosion and Sedimentation of the contract.

The Contractor, the Certified Design Professional, and the WECS shall carefully evaluate this plan prior to commencing land-disturbing activities. Admendments/revisions to the ES&PC Plan which have a significant effect on BMPs with a hydraulic component must be certified by the design professional. Additional BMPs may be added per Special Provision 161-Control of Soil Erosion and Sedimentation.

The EPD General NPDES GAR100002 permit states that any disturbed area left exposed for a period greater than 14 days shall be stabilized with mulch or temporary seeding. However in special cases, the Project

Engineer may require the contractor to perform stabilization more often than 14 days.

Disturbed areas shall be stabilized with suitable material listed in the current edition of the Department's

Standard Specifications (or Special Provisions) Sections 161, 163, 700, or 711 on the basis of when construction activities are expected to resume.

All temporary and permanent vegetative practices including plant species, planting dates, seeding, fertilizing, liming, and mulching rates for this project can be found in Section 700 of the current edition of the

Department's Standard Specifications (or Special Provisions) and other applicable contract documents or landscaping plans.

Where attainable, locate waste collection areas, dumpsters, trash cans and portable toilets at least 50 feet away from streets, gutters, watercourses and storm drains. Secondary containment shall be provided around liquid waste collection areas to minimize the likelihood of contaminated discharges. The Contractor shall comply with applicable state and local waste storage and disposal regulations and obtain all necessary permits. Waste materials shall not be discharged to waters of the State, except as authorized by a Section 404 permit.

All permanent postconstruction BMPs are shown in the construction plans and in the ESPCP plan. The postconstruction BMPs for this project consist of vegetated swales/ditches, riprap, at pipe outlets for velocity dissipation and outlet stabilization, channel/ditch stabilization with turf reinforcing mats.

The site has a total disturbed area of 0.92 acres.

CHANNEL PROTECTION

The following table summarizes the required and available sediment storage for every outfall on this project. The Contractor shall provide and maintain the storage volumes for the BMP's specified in this table.

All channels may be stabilized exclusively with permanent grassing.

Outfall #1

The area drained is 10736 acres. The disturbed area within this drainage basin is 0.25 acres. The disturbance activities consist of pavement construction, grading, drainage, and construction of a double 5'x5' reinforced concrete box culvert. The BMPs shown on the erosion control plans provide 147.9 CY of the 719312

CY required for sediment storage within this basin. The outfall for this basin is an proposed double 5'x5' reinforced concrete box culvert along Country Club Road that drains in Wateringhole Branch Tributary. Due to the nature of this corridor, constructing a sediment basin would cause substaintial adverse impacts to adjacent wetlands and adjacent private property. Therefore a sediment basin is NOT recommended. Due to the size of the area draining to this outfall, it is not feasible to provide the required storage for the entire area drained without impacting adjacent wetlands. Therefore, in lieu of a sediment basin, BMPs have been shown on the plans to the fullest extent possible. The Contractor shall strictly adhere to the BMP maintenance requirements and shall establish vegetation on disturbed areas as soon as possible.

SEDIMENT STORAGE

Total Sheet Flow

Stormwater flowing over disturbed graded areas along the edges of the project and not collected into defined conveyances is defined as sheet flow into Wateringhole Branch Tributary. The area drained is 0.67 acres. The disturbed area within this drainage basin is 0.67 acres. The disturbance activities consist of pavement construction and grading. The BMPs shown on the erosion control plans provide 121.8 CY of the 45

CY required for sediment storage within this basin. Due to the nature of this corridor and substantial adverse impacts to adjacent wetlands, construction of a sediment basin is NOT recommended. Further, other BMPs can provide the required storage within the proposed limits of disturbance. Therefore, in lieu of a sediment basin, BMPs have been shown on the plans to the fullest extent possible. The Contractor shall strictly adhere to the

BMP maintenace requirements and shall establish vegetation on disturbed areas as soon as possible.

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

1/29/2026

Drew.Talley

GPLOT-ORD

7:18:54 PM

ESPCP GENERAL NOTES

51-0003

STATE-WATER BUFFER IMPACTS

RIPRAP OUTLET PROTECTION

State-water buffers, as defined by O.C.G.A. 12-7-1, are not impacted by this project.

Non-exempt activities shall not be conducted within the 25- or 50-foot undisturbed stream buffers as measured from the point wrested vegetation or within 25-feet of the coastal marshland buffer as measured from…