FY27_ENGCP_002_2_GWOliverRd_S_SRFCPlans_20260.pdf

MILES

PLANS COMPLETED: 04/01/2026

REVISIONS

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

LENGTH OF PROJECT

board of commissioners bulloch county

FEDERAL ROUTE No.: N/A

STATE ROUTE No.: N/A

N/A P.I. No.:

LOCATION SKETCH

DESIGN DATA:

SPEED DESIGN: 45 MPH - G.W. OLIVER ROAD

RURAL MAJOR COLLECTOR (G.W. OLIVER 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

01-0001

PROJECT CONTACTS

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 :

E 767480.7510

N 854371.0538

STA 106+75.00

PROJECT MIDPOINT

G.W. OLIVER ROAD

SINKHOLE ROAD

PROJECT LOCATION

PLANS PREPARED BY:

UNDER THE SUPERVISION OF:

RHODES HUNT, P.E.

0.116

0.026

0.142

N/A

0.142

PLAN AND PROFILE OF PROPOSED

FY26-CP-E01

BULLOCH COUNTY PROJECT NUMBER

LITTLE LOTTS CREEK

BULLOCH COUNTY BOARD OF COMISSIONERS

COUNTY ENGINEER

W. RON NELSON

E 767134.8026

N 854317.9529

STA 103+00.00

BEGIN PROJECT

STA 104+00.00

G.W. OLIVER ROAD

BEGIN CONSTRUCTION

STA 109+50.00

G.W. OLIVER ROAD

END CONSTRUCTION

E 767876.2119

N 854431.1126

STA 110+50.00

END PROJECT

CONTACT: RHODES HUNT, P.E.

PHONE: (912) 328-4445

SAVANNAH, GA 30401

33 BULL STREET, SUITE 505

KIMLEY-HORN & ASSOCIATESENGINEER:

CONTACT: RON NELSON

PHONE: (912) 531-5708

STATESBORO, GEORGIA 30458

115 NORTH MAIN STREET

BULLOCH COUNTY BOARD OF COMISSIONERSOWNER:

STA 105+97.25

BEGIN BRIDGE

STA 107+32.25

END BRIDGE

REQ'D R/W

REQ'D R/W

STA 106+64.75

BRIDGE MIDPOINT

COUNTY No.031

BRIDGE DESIGN

G.W. OLIVER ROAD

11/05/2020

Cayden.Studstill

4/1/2026 GPLOT-ORD

gplotborder-ORD-PO.tbl

0179830_01.dgn

CONCOV

DRAWING No.

CONCOV-CE

Savannah, Georgia 31401

33 Bull Street, Suite 505

Engineering, Planning, and Environmental Consultants

150 300

SCALE IN FEET

0 75

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

G.W. OLIVER ROAD

L I T T L E

L

O T T S

C R E E

K

SIGNATURE DRAWING

BRIDGE DESIGN

G.W. OLIVER ROAD

01-0002

THE DRAWINGS AS LISTED BELOW

HAVE BEEN SIGNED AND SEALED BY

RHODES S. HUNT

PE No 046667

KIMLEY-HORN AND ASSOCIATES, INC.

33 BULL STREET, SUITE 505

SAVANNAH, GEORGIA 31401

CERTIFICATE OF AUTHORIZATION #:PEF00037

CERTIFICATE OF AUTHORIZATION EXPIRATION DATE:06/30/2026

EROSION CONTROL WATERSHED MAP AND SITE MONITORING LOCATION55-0001

CONSTRUCTION BMP LOCATION DETAILS54-0001 - 54-0003

ESPCP DRAINAGE AREA MAP53-0001

EROSION, SEDIMENTATION AND POLLUTION CONTROL GENERAL NOTES DRAWING51-0001 - 51-0004

EROSION CONTROL COVER SHEET 50-0001

UTILITY PLANS24-0000 - 24-0001

EARTHWORK CROSS SECTIONS23-0001 - 23-0004

MAINLINE ROADWAY PROFILE15-0001

CONSTRUCTION PLAN13-0001

CONSTRUCTION LAYOUT11-0001

TYPICAL SECTIONS AND MISCELLANEOUS DETAILS05-0001 - 05-0011

GENERAL NOTES04-0001 - 04-0003

INDEX DRAWING 02-0001

SIGNATURE DRAWING01-0002

COVER DRAWING01-0001

DRAWING DESCRIPTION DRAWING No.

UNLESS OTHERWISE LISTED IN THE ABOVE DRAWING LIST.

AND ARE NOT COVERED BY THIS SIGNATURE AND SEAL

IN SECTION 38 CONTAIN GDOT SPECIAL DESIGN DETAILS

COVERED BY THIS SIGNATURE AND SEAL. DRAWINGS

ARE GDOT STANDARDS AND DETAILS AND ARE NOT

NOTE: DRAWINGS IN SECTIONS 52 AND 56

2026.04.1

BRIDGE PLANS35-0001 - 35-0011

SIGNATURE DRAWING01-0002

DRAWING DESCRIPTION DRAWING No.

THE DRAWINGS AS LISTED BELOW

HAVE BEEN SIGNED AND SEALED BY

NICHOLAS M. BAUER

PE No 047850

KIMLEY-HORN AND ASSOCIATES, INC.

817 WEST PEACHTREE STREET NW, SUITE 601

ATLANTA, GEORGIA 30308

CERTIFICATE OF AUTHORIZATION #:PEF00037

CERTIFICATE OF AUTHORIZATION EXPIRATION DATE:06/30/2026

HERE

STAMP

PE

HERE

STAMP

PE

2026.04.1

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

REVISION DATES

GPLOT-ORD

gplotborder-ORD-PO.tbl

00179830_01-0002.dgn8:34:50 AM4/1/2026

Cayden.Studstill

11/05/2020

GPLN-CE

Savannah, Georgia 31401

3 Bull Street, Suite 5053

Engineering, Planning, And Environmental Consultants

H

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

DRAWING NO. DESCRIPTION DRAWING NO. DESCRIPTION

1-0001

4-0001

5-0001 TO 5-0011

13-0001

15-0001

50-0001

51-0001 TO 51-0004

COVER DRAWING

GENERAL NOTES

TYPICAL SECTIONS AND MISCELLANEOUS DETAILS

CONSTRUCTION PLANS

MAINLINE ROADWAY PROFILES

ESPCP COVER

ESPCP GENERAL NOTES

2-0001 INDEX

53-0001 ESPCP DRAINAGE AREA MAP

54-0001 TO 54-0003 BMP LOCATION DETAILS

WATERSHED MAP SITE MONITORING PLAN55-0001

CONST. DETAIL (EC-L1) - EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 1 OF 7) (03-17)52-0001

52-0002 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)52-0003

52-0004 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)52-0005

52-0006 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)52-0007

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

56-0001

56-0002

56-0003

56-0004

D-24A: TEMPORARY SILT FENCE (SHEET 1 OF 6)

D-41: CONSTRUCTION EXIT

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

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

EROSION CONTROL DETAILS

23-0001 TO 23-0004 CROSS SECTIONS

35-0001 TO 35-0011 BRIDGE PLANS

24-0000 TO 24-0001 UTILITY PLANS

11-0001 CONSTRUCTION LAYOUT DRAWING

38-0001 TO 38-0002 SPECIAL CONSTRUCTION DETAILS

56-0005 D-55A: RIPRAP OUTLET PROTECTION (SHEET 1 OF 2)

56-0006 D-55B: RIPRAP OUTLET PROTECTION (SHEET 2 OF 2)

1-0002 SIGNATURE DRAWING

INDEX

BRIDGE DESIGN

G.W. OLIVER ROAD

02-0001

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

4/1/2026

Cayden.Studstill

GPLOT-ORD

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8:35:02 AM

Savannah, Georgia 31401

GENERAL NOTES

DUPLICATED OR ARE CONTRARY TO THESE SIGN PLANS.

11. 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

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

WITHIN AN ASSEMBLY.

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

SHALL BE USED FOR ALL WARNING SIGNS.

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

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

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

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

12. 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.

11. 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

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

THE OVERALL PRICE BID FOR THE PROJECT.

ALL OTHER EXISTING PAVEMENT REMOVAL AND PREPARATION SHALL BE INCLUDED IN

LONGITUDINAL JOINTS ASSOCIATED WITH ASPHALT SHOULDER REMOVAL, AS WELL AS

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

9. EXISTING PAVED SHOULDERS SHALL BE REMOVED UNLESS NOTED ON THE PLANS AND

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

8. 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

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

SHALL BE PLACED FLUSH WITH FINISHED SURFACE.

6. 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

5. 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

4. 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

3. 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

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

TRANSPORTATION STANDARD SPECIFICATIONS AND 2024 SUPPLEMENTAL SPECIFICATIONS.

1. 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

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

TO THE ENGINEER FOR ACCEPTANCE PRIOR TO THE START OF CONSTRUCTION.

PAY ITEM. THE CONTRACTOR SHALL PREPARE AND SUBMIT A DEMOLITION PLAN

ELLIPTICAL REINFORCED CONCRETE PIPES SHALL BE PAID UNDER THE BRIDGE REMOVAL

EXISTING TWO 84-INCH REINFORCED CONCRETE PIPES AND FIVE 84-INCH BY 60-INCH

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 REGRADING 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.

PROJECT NOTES GENERAL NOTES - STANDARD SIGNS

UTILITY OWNER TYPE

(DISTRIBUTION)

ELECTRICGEORGIA POWER

CONTACT

TANIPPER@SOUTHERNCO.COM

+1 (478) 451-7044

TIM NIPPER

PR

GENERAL NOTES

BRIDGE DESIGN

G.W. OLIVER ROAD

04-0001

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

3/18/2026

Fatoumata.Keita

GPLOT-ORD

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PAVEMENT DESIGN

B 8" GRADED AGGREGATE BASE

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

D

C

A

PAVEMENT SAFETY EDGE (GDOT DETAIL P-7)

CL

RECYCLED ASPH CONC LEVELING, INCL BITUM MATL & H LIME

LC

05-0001

BRIDGE DESIGN

G.W. OLIVER ROAD

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

PONTIAC

PONTIAC

NOTES

FULL-DEPTH ASPHALT PAVEMENT IS NOT PRESENT.

3. CONTRACTOR TO REMOVE EXISTING PAVED SHOULDERS IF

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.

TYPICAL SECTION #1

STA. 107+85.00 TO 109+50.00

STA. 104+00.00 TO 105+35.00

G.W. OLIVER ROAD

A

B

C

WHERE GUARDRAIL IS ADJACENT TO PAVED SHOULDERS.

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

D

TYPICAL SECTION #2

STA. 107+32.25 TO 107+85.00

STA. 105+35.00 TO 105+97.25

G.W. OLIVER ROAD

A

B

C

C D

B

A

C

A

B

SEE SHEET 35-0004 FOR TYPICAL SECTIONS

STA. 105+97.25 TO 107+32.25

G.W. OLIVER ROAD

BRIDGE #1

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

3/19/2026

Fatoumata.Keita

GPLOT-ORD

gplotborder-ORD-PO.tbl

0179830_05.dgn4:53:18 PM

11/05/2020

3/19/2026

Fatoumata.Keita

GPLOT-ORD 0179830_05.dgn4:53:18 PM

Travel Lane 12'-0"

Shoulder 6'-0"

2%

Grade Profile

2%

Varies

Travel Lane 12'-0"

Grade Profile

6%

Varies

GAB Pay Limits

Shoulder 6'-0"

Pay Limits

GAB

Travel Lane 12'-0"

Shoulder 6'-0"

4:1

2% 2%

2'-0"

Shoulder Paved

2:1 MAX

Varies

Pay Limits

GAB

2%

Travel Lane 12'-0"

6%

Varies

2'-0"

Shoulder Paved

Shoulder 6'-0"

2%

6% 6%

2%2%

Shoulder Paved 2'-0"

Shoulder Paved

2'-0"

4:1

2:1 MAX

4:1

2:1 MAX

4:1

2:1 MAX

G.W. OLIVER ROAD

05-0002

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

3/18/2026

Fatoumata.Keita

GPLOT-ORD

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5:11:49 PM

33 Bull Street, Suite 505

05-0003

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

3/18/2026

Fatoumata.Keita

GPLOT-ORD

5:18:56 PM

05-0004

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

3/18/2026

Fatoumata.Keita

GPLOT-ORD

5:12:01 PM

05-0005

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

3/18/2026

Fatoumata.Keita

GPLOT-ORD

5:12:09 PM

05-0006

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

3/18/2026

Fatoumata.Keita

GPLOT-ORD

5:12:16 PM

05-0007

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

3/18/2026

Fatoumata.Keita

GPLOT-ORD

5:12:23 PM

05-0008

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

3/18/2026

Fatoumata.Keita

GPLOT-ORD

5:12:29 PM

05-0009

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

3/18/2026

Fatoumata.Keita

GPLOT-ORD

5:12:38 PM

05-0010

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

3/18/2026

Fatoumata.Keita

GPLOT-ORD

5:12:45 PM

05-0011

MISCELLANEOUS DETAILS

TYPICAL SECTIONS AND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

3/18/2026

Fatoumata.Keita

GPLOT-ORD

5:12:53 PM

D.S. 45 mph eMAX EXIST ed EXIST

E 16.36'

R 2240.00'

L 539.88'

T 271.26'

D 02°33'28.25"

13°48'33.8"Δ E 768,091.535 N 854,464.8054

PI 112+67.94

CURVE# 1

11-0001

BRIDGE DESIGN

G.W. OLIVER ROAD

CONSTRUCTION LAYOUT DRAWING

200 400

SCALE IN FEET

0 100

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

3/16/2026

Fatoumata.Keita

GPLOT-ORD

0179830_11.dgn

11:58:05 AM

Engineering, Planning, And Environmental Consultants

POB 100+00.00

E 767134.8026 N 854317.9529

STA 103+00.00

BEGIN PROJECT

PT 115+36.56

S84°55'01.4" E

POE 116+50.00

CURVE# 1

POINT #2

STA 109+50.00

G.W. OLIVER ROAD

END CONSTRUCTION

PC 109+96.68

E 767876.2119 N 854431.1126

STA 110+50.00

END PROJECTSTA 107+32.25

END BRIDGE

STA 104+00.00

G.W. OLIVER ROAD

BEGIN CONSTRUCTION

STA 105+97.25

BEGIN BRIDGE

POINT #1

POINT NO.

#1

768016.4300854456.7900#2

854388.9900 767547.3100

EASTINGNORTHING ELEVATION

149.95'

143.64'

STATION

111+91.69

107+18.51

OFFSET

12.00'LT

7.63'LT

DESCRIPTION

MAGNAIL IN ASPHALT

MAGNAIL IN ASPHALT

SURVEY CONTROL

N81°16'24.8"E

CONSTRUCTION C

G.W. OLIVER ROAD

L

CURVE# 1

CONSTRUCTION C

G.W. OLIVER ROAD

L

N/F

SMITH JAMES CLINT

N/F

LATULIP MATTHEW JOHN &

HAYDEN MILLIRON LATULIP

REQ'D R/W

REQ'D R/W

STRIPING (TYP)

6" SOLID WHITE THERMOPLASTIC

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

STRIPING TP 1 YELLOW RPMS @ 40' SPACING

6" SOLID DOUBLE YELLOW THERMOPLASTIC

STRIPING (TYP)

6" SOLID WHITE THERMOPLASTIC

STRIPING GDOT DETAIL T-19 (TYP)

6" SOLID WHITE THERMOPLASTIC

P C

.6

SEE PROJECT NOTE 5

STA 109+50.00

G.W. OLIVER ROAD

TIE TO EXIST MARKINGS

END OVERLAY AND LEVELING

END CONSTRUCTION

LIMITS OF OVERLAY (TYP)

STA 104+89.10, 20.00'RT

GDOT STD 4384

REQ'D TP 12A ANCHOR

GDOT STD 4388

BEGIN W-BEAM GUARDRAIL

TAPER

15:1

TAPER

15:1

TAPER

15:1

TAPER

15:1

STA 109+20.00, 14.00'LT

END 2' PAVED SHOULDER

LIMITS OF OVERLAY (TYP)

2' PAVED SHOULDER (TYP)

20.00'LT

STA 108+65.40

GDOT STD 4384

REQ'D TP 12A ANCHOR

GDOT STD 4388

END W-BEAM GUARDRAIL

DETAIL S-4 (TYP)

TO GR FACE GDOT

ADD'L SHOULDER PAVING

STA 109+02.90, 20.00'RT

GDOT STD 4383

REQ'D TP 1 ANCHOR

GDOT STD 4388

END W-BEAM GUARDRAIL

STA 109+20.00, 14.00'RT

END 2' PAVED SHOULDER

SEE SHEET 35-0001

STA 105+97.25

BEGIN BRIDGE

STA 105+76.60, 15.54'LT

GDOT STD 4382

BEGIN T-BEAM GUARDRAIL

END W-BEAM GUARDRAIL

STA 107+32.25, 15.54'LT

GDOT STD 4382

BEGIN T-BEAM GUARDRAIL

STA 107+52.90, 15.54'LT

GDOT STD 4388

BEGIN W-BEAM GUARDRAIL

END T-BEAM GUARDRAIL

STA 105+76.60, 15.54'RT

GDOT STD 4382

BEGIN T-BEAM GUARDRAIL

END W-BEAM GUARDRAIL

STA 105+97.25, 15.54'RT

END T-BEAM GUARDRAIL

STA 107+32.25, 15.54'RT

GDOT STD 4382

BEGIN T-BEAM GUARDRAIL

STA 105+35.00

PAVEMENT REPLACEMENT

BEGIN FULL-DEPTH

END OVERLAY AND LEVELING

STA 107+85.00

AND LEVELING

BEGIN OVERLAY

REPLACEMENT

PAVEMENT

END FULL-DEPTH

STA 104+30.00, 14.00'RT

BEGIN 2' PAVED SHOULDER

DETAIL S-4 (TYP)

TO GR FACE GDOT

ADD'L SHOULDER PAVING

SEE SHEET 35-0001

STA 107+32.25

END BRIDGE

POINT #1

E X

IS

T

.1

E X

IS

T

.9

N C

E X

IS

T

.4

E X

IS

T

.0

N C

N C

15.54'LT

STA 105+97.25,

END T-BEAM GUARDAIL

STA 107+52.90, 15.54'RT

GDOT STD 4388

BEGIN W-BEAM GUARDRAIL

END T-BEAM GUARDRAIL

STA 104+51.60, 20.00'LT

GDOT STD 4383

REQ'D TP 1 ANCHOR

GDOT STD 4388

BEGIN W-BEAM GUARDRAIL

GDOT DETAIL T-19 (TYP)

INSTALL RUMBLE STRIPS

SEE SHEETS 38-0001 AND 38-0002

STA 105+67.25

BEGIN APPROACH SLAB 9017S-SD

38-0001 AND 38-0002

SEE SHEETS

STA 107+62.25

END APPROACH SLAB 9017S-SD

24 IN (TYP)

RIP RAP TP 1,

FENCE (TYP)

ORANGE BARRIER

STA 104+30.00, 14.00'LT

BEGIN 2' PAVED SHOULDER

N C

24 IN (TYP)

RIP RAP TP 1,

BEGIN CONSTRUCTION

BEGIN OVERLAY AND LEVELING

TIE TO EXIST MARKINGS

G.W. OLIVER ROAD

STA 104+00.00

SEE PROJECT NOTE 5

2' PAVED SHOULDER (TYP)

E 767134.8026

N 854317.9529

STA 103+00.00

BEGIN PROJECT

SEE 35-SERIES FOR BRIDGE PLANS

CORED SLAB BRIDGE

INSTALL 135 LF

SEE PROJECT NOTE 4

EXISTING 84" RCPs AND 84"X60" RCPs (TYP)

DEMOLISH, REMOVE, AND DISPOSE OF

FENCE (TYP)

ORANGE BARRIER

END PROJECT

STA 110+50.00

N 854431.1126

E 767876.2119

SEE SHEET 35-0003

INSTALL 267 LF CONCRETE BARRIER

ORANGE BARRIER FENCE (TYP)

X

R C

P

X

R C

P

R

C P

R C

P

X

P

X

P

14/15"G17"G

4/12/15"G

17"O 18"P

15"P15"P

IE:134.74'

IE:135.00'

IE:135.16'

IE:134.67'

IE:135.16'

IE:135.27'

IE:135.03'

IE:135.09'

IE:135.22'

IE:135.04'

IE:134.08'

IE:134.52'

RCP

BROKEN

IE:140.63'

LITTLE LOTTS

CREEK

LITTLE LOTTS

CREEK

IE:135.09'

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

CONSTRUCTION PLAN

BRIDGE DESIGN

G.W. OLIVER ROAD

13-0001

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

50 100

SCALE IN FEET

0 25

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

3/19/2026

USER:Fatoumata.Keita

GPLOT-V8

SCREEN_13.tbl

K:\SAV_Roadway\017983004_GW Oliver Road Bridge\CADD (ORD 2023)\0179830_13.dgn

6:30:52 PM

15-0001

G.W. OLIVER ROAD

MAINLINE PROFILE

104+00 105+00 106+00 107+00 108+00 109+00 110+00

120 120

125 125

130 130

135 135

140 140

145 145

150 150

155 155

160 160

165 165

.2

.3

.4

.6

.7

.8

.7

.6

.8

.9

.1

.4

.9

.6

0.8000%

P V

I

L

P V

I

P V

C

P V

R C

P V

R C

V L

O W

V H

I G

H

180.00' VC

K = 62.07

DS = 45 mph

200.00' VC

K = 80.81

DS = 45 mph

BEGIN PROJECT

STA 103+00.00

BEGIN CONSTRUCTION

BEGIN OVERLAY AND LEVELING

G.W. OLIVER ROAD

STA 104+00.00

ELEV = 143.34'

END CONSTRUCTION

END OVERLAY AND LEVELING

G.W. OLIVER ROAD

STA 109+50.00

ELEV = 144.96'

END PROJECT

STA 110+50.00

EXISTING

GROUND

PROPOSED

GRADE

BEGIN BRIDGE

STA 105+97.25

ELEV = 145.54'

END BRIDGE

STA 107+32.25

ELEV = 145.50'

1.5000% -1.4000%

1.0750%

END OVERLAY AND LEVELING

BEGIN FULL-DEPTH PAVEMENT

STA 105+35.00

ELEV = 144.69'

END FULL-DEPTH PAVEMENT

BEGIN OVERLAY AND LEVELING

STA 107+85.00

ELEV = 144.87'

P V

I

1" = 10'

VERTICAL

1" = 50'

HORIZONTAL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

3/19/2026

Fatoumata.Keita

GPLOT-ORD

0179830_15.dgn

6:15:43 PM

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

Savannah, Georgia 31401

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

130 130

140 140

150 150

3.

4:1 4:1

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

130 130

140 140

150 150

-6.00% -1.97% -2.11%

.3

.2

.0

3.

-1.97% -2.11%

-6.00%

104+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

130 130

140 140

150 150

4:1 -2.00% 4:1

.7

.7

.3

3.

3:13:1

-6.00%

-2.00%

-6.00%

-2.00%-2.00%

-6.00%

-6.00%

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

EXIST

BRIDGE DESIGN

G.W. OLIVER ROAD

EARTHWORK CROSS SECTIONS

23-0001

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

130 130

140 140

150 150

2:

-2.00%

2:1

.2

.4

.0

3.

4:1

-6.00%

-2.00%

-6.00%

-2.00%-2.00%

-6.00%

-6.00%

1" = 20'

VERTICAL

1" = 20'

HORIZONTAL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

3/16/2026

Fatoumata.Keita

GPLOT-ORD

0179830_23.dgn

9:27:44 AM

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

130 130

140 140

150 150

2:

-6.00%

-2.00% -2.00%

-6.00%

2:1 .9

.2

.5

3.

-6.00% -6.00%

-2.00% -2.00%

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

130 130

140 140

150 150

-2.00% -2.00%

.5

3.

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

130 130

140 140

150 150

160 160

-2.00% -2.00%

.8

3.

BRIDGE DESIGN

G.W. OLIVER ROAD

EARTHWORK CROSS SECTIONS

23-0002

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

REQ'D

R/W

REQ'D

R/W

REQ'D

R/W

REQ'D

R/W

REQ'D

R/W

REQ'D

BEGIN BRIDGE STA 105+97.25

END BRIDGE STA 107+32.25

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

130 130

140 140

150 150

160 160

-2.00% -2.00%

.7

1.

1" = 20'

VERTICAL

1" = 20'

HORIZONTAL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

3/16/2026

Fatoumata.Keita

GPLOT-ORD

9:27:45 AM

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

130 130

140 140

150 150

2:

-6.00%

-2.00% -2.00%

-6.00%

2:1 .2

.8

.5

3.

-6.00% -6.00%

-2.00% -2.00%

4:1 2:1

108+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

130 130

140 140

150 150

2:

-6.00%

-2.00%

.7

.5

.6

3.

-2.00%

-6.00%

-2.00%-2.00%

-6.00% -6.00%

108+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

130 130

140 140

150 150

4:1

-6.00%

-2.00%

.5

.8

.3

4.

112:

1 2:1

-2.00%

-6.00%

-2.00% -2.00%

-6.00%

-6.00%

BRIDGE DESIGN

G.W. OLIVER ROAD

EARTHWORK CROSS SECTIONS

23-0003

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

EXIST

R/W

REQ'D

R/W

REQ'D

109+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

130 130

140 140

150 150

3:1

-6.00%

-2.00%

3:1

.5

.6

.1

4.

4:1

-2.00%

-6.00%

-2.00%-2.00%

-6.00%

-6.00%

1" = 20'

VERTICAL

1" = 20'

HORIZONTAL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

3/16/2026

Fatoumata.Keita

GPLOT-ORD

9:27:46 AM

109+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

130 130

140 140

150 150

-6.00%-0.41% -4.03% -6.00%

.9

.8

.2

4.

4:1

-0.41% -4.03%

4:1

23-0004

EARTHWORK CROSS SECTIONS

BRIDGE DESIGN

G.W. OLIVER ROAD

R/W

EXIST

R/W

EXIST

110+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

130 130

140 140

150 150

5.

1" = 20'

VERTICAL

1" = 20'

HORIZONTAL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

3/16/2026

Fatoumata.Keita

GPLOT-ORD

9:27:46 AM

UTILITY PLANS

24-0000

BRIDGE DESIGN

G.W. OLIVER ROAD

TEMPORARYEXISTING PROPOSEDPROPOSED TYPE OF UTILITY

UTILITY LINECODES

TO BE REMOVEDEXISTING

OVERHEAD

UNDERGROUND

UTILITY SYMBOLS

TEMPORARYPROPOSEDEXISTING

ELECTRIC

GUY WIRE

ELECTRIC/CABLE TV

CABLE TV

TELECOMMUNICATIONS

ELECTRIC/TELECOMMUNICATIONS/CABLE TV

HAND HOLE

TRANSFORMER

LIGHT POLE

MARKER

SPLICE BOX

CABINET

PHONE BOOTH

(aka "SLICK")

SUBCRIBER LOOP CARRIER

WELL

STAND PIPE

BACKFLOW PREVENTER

PRESSURE INDICATOR VALVE

AIR RELEASE VALVE

CLEANOUT

GREASE TRAP

VENT

AIR RELEASE VALVE

ELECTRIC MANHOLE

ELECTRIC METER

ELECTRIC BOX

CABLE TV MANHOLE

WATER VALVE

WATER METER

WATER MANHOLE

WATER VAULT

SANITARY SEWER MANHOLE

GAS PRESSURE REGULATOR

UTILITY POLE/GUY POLE

PETROLEUM VALVE

GAS VAULT

GAS MANHOLE

GAS VALVE

GAS METERTELECOMMUNICATIONS MANHOLE

CABLE TV PEDESTAL

SANITARY SEWER FORCE MAIN VALVE

WATER VALVE MARKER

TELECOMUNICATIONS/CABLE TV

##"W

GAS TEST STATION

##"W

GUY ANCHOR

(INCLUDES ASSOCIATED VALVE)

FIRE HYDRANT ASSEMBLY

##"W

ELECTRIC

TELECOMMUNICATIONS

CABLE TV

WATER

WATER FOR LABELED PIPE SIZES

NON-POTABLE WATER

NON-POTABLE WATER FOR LABELED PIPE SIZES

STEAM

STEAM FOR LABELED PIPE SIZES

SANITARY SEWER WITH FLOW DIRECTION

SANITARY SEWER WITH FLOW DIRECTION FOR LABELED PIPE SIZES

SANITARY SEWER FORCE MAIN WITH FLOW DIRECTION

GAS

GAS FOR LABELED PIPE SIZES

PETROLEUM

PETROLEUM FOR LABELED PIPE SIZES

TRANSMISSION TOWER

TRAFFIC CONTROL

ELECTRIC/TRAFFIC CONTROL

ELECTRIC/TELECOMMUNICATIONS

ELECTRIC/TELECOMMUNICATIONS/TRAFFIC CONTROL

TELECOMMUNICATIONS MARKER

TELECOMMUNICATIONS BOX

GAS MARKER

PEDESTRIAN LIGHTING

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

3/10/2026

Fatoumata.Keita

GPLOT-ORD

0179830_24-0000.dgn

10:20:03 AM

3/10/2026

Fatoumata.Keita

10:20:03 AM GPLOT-ORD

0179830_24-0000.dgn

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

Savannah, Georgia 31401

1/0ACSR+1/0ACSRN

GPC/45' GPC/45'

1/0ACSR+1/0ACSRN

RETAIN EXIST POLE

RETAIN EXIST POLE

CURVE# 1G.W. OLIVER ROAD

CONSTRUCTION CL

UTILITY PLANS

BRIDGE DESIGN

G.W. OLIVER ROAD

24-0001

N/F

SMITH JAMES CLINT

N/F

LATULIP MATTHEW JOHN &

HAYDEN MILLIRON LATULIP

REQ'D R/W

REQ'D R/W

14/15"G17"G

4/12/15"G

17"O 18"P

15"P15"P

LITTLE LOTTS

CREEK

LITTLE LOTTS

CREEK

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

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

50 100

SCALE IN FEET

0 25

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

3/19/2026

USER:Fatoumata.Keita

GPLOT-V8

SCREEN_24.tbl

K:\SAV_Roadway\017983004_GW Oliver Road Bridge\CADD (ORD 2023)\0179830_24.dgn

6:20:11 PM

FIXEXP

ELEV. = 141.68

500 YR FLOODSTAGE

ELEV. = 141.08

100 YR FLOODSTAGE

ELEV. = 139.70

10 YR FLOODSTAGEB

E

G

IN

B R

ID

G

E B

.F .P

.R

S T

A

.2

E L

.5

E L

.8

S T

A

.2

E L

.8

S T

A

.2

E L

.5

E N

D B

R

ID

G E

B .F

.P .R

S T

A

.2

45'-0"45'-0"45'-0"

TOTAL LENGTH OF BRIDGE = 135'-0"

2 3

EXPFIX EXP FIX

APPROXIMATE ORIGINAL GROUNDLINE

P.G.L.

STA. 105+97.25

BEGIN BRIDGE B.F.P.R.

STA. 107+32.25

END BRIDGE B.F.P.R.

APPROXIMATE LIMITS OF CREEK BANKS

G U

T T

E R

T O

G U

T T

E R

B.F.P.R. BENT 4

F L

O W

TO SINKHOLE RD

1'-7½"

1'-7½"

N.

RCP TO BE REMOVED, TYP.

LIMITS OF EXISTING

90°-00'-00", TYP.

½

½

20'-0" LIMITS OF

RIP RAP, TYP.

c BENT 2 c BENT 3 c BRIDGE

P.G.L. = c CONST. =

N 81°-16'-24.8" E

B.F.P.R. BENT 1

TO G.W. OLIVER SPUR RD

G.W. OLIVER ROAD OVER

35-

DESIGNED

DRAWN DESIGN GROUP

CHECKED REVIEWED

APPROVED

R E

V

IS

IO

N

S D

A T

E

DRAWING NO.

BRIDGE SHEET

B Y

1 INCH WHEN PRINTED FULL SIZE 017983004-35-0001_PE.dgnZach.Hodges 3/12/2026 8:24:49 AM

LITTLE LOTTS CREEK

OF 1 1

MARCH 2026

ZLH

BRIDGE NO. 1

BULLOCH COUNTY

BULLOCH COUNTY

BOARD OF COMMISSIONERS

NMBHTB

SCALE:

NO SCALE

CAP

2'-0"

B.F.P.R.

2'-0"

BERM

MIN.

PLASTIC FILTER FABRIC

ORIGINAL

GROUND

1 1'-0"

RIP RAP APRON

FLOODSTAGE (100 YR. FLOOD)

ELEVATION IS LOWER THAN 2 FT. ABOVE FLOODSTAGE,

EXTEND RIP RAP AND FILTER FABRIC ACROSS BERM.

OF WINGWALLS UNLESS OTHERWISE NOTED. WHERE BERM

RIP RAP DETAIL

PLACE RIP RAP AND FILTER FABRIC FROM 2 FT. BELOW

EXTEND RIP RAP AND FILTER FABRIC 20 FT. BEYOND END

ORIGINAL GROUND TO 2 FT. ABOVE FLOODSTAGE.

RIP RAP SHOULD BE EMBEDDED FLUSH TO THE SURROUNDING

ORINGIAL GROUNDLINE.

ZLH

PLAN AND ELEVATION

BENT.

STATIONS AND ELEVATIONS ARE AT INTERSECTION OF PROFILE GRADE LINE AND B.F.P.R. OR c

SLOPE NORMAL TO END BENT.

END BENT PILES NOT SHOWN.

ALL BENTS ARE PARALLEL TO BENT 3.

NOTES

4.

3.

2.

1.

-1.4000%+1.5000%

180.00 FT. V.C.

E L

.5

P V

I S

T A

.0

VERTICAL CURVE DATA

PLAN

ELEVATION

TO MATCH THE SURROUNDING TERRAIN.

SHOULD BE REMOVED DOWN TO NATURAL GROUND

WITHIN LIMITS OF PROPOSED BRIDGE. EXISTING FILL

DENOTES LIMITS OF EXISTING FILL TO BE REMOVED

1" = 10'-0" (UNLESS OTHERWISE NOTED)

031-00252X-006.48NBRIDGE I.D. NO.

031-5051-0 NO. BRIDGE SERIAL

CHECKED REVIEWED

APPROVED

R E

V

IS

IO

N

S D

A T

E

DRAWING NO.

BRIDGE SHEET

B Y

1 INCH WHEN PRINTED FULL SIZE 017983004-35-0002_GN.dgnBrian.Wu 3/19/2026 1:02:04 PM

LITTLE LOTTS CREEK

OF 1 1

BULLOCH COUNTY

BOARD OF COMMISSIONERS

NMBHTB

GENERAL NOTES

CRP2

BRIDGE CONSISTS OF

3 - 45'-0" PSC, 21 IN, CORED SLAB SPANS ----------------------- SPECIAL DESIGN

2 - PSC PILE END BENTS ---------------------------------------- SPECIAL DESIGN

2 - PSC PILE INTERMEDIATE BENTS ------------------------------- SPECIAL DESIGN

DRAINAGE DATA

DRAINAGE AREA ------------------------------------------------- 22.8 SQ MILES

500 YEAR

100 YEAR

10 YEAR

3,484 CFS

2,460 CFS

1,250 CFS

3,484 CFS

2,460 CFS

1,250 CFS

2.71 FPS

2.10 FPS

1.37 FPS

1,400 SQ FT

1,248 SQ FT

984 SQ FT

0.38 FT

0.51 FT

0.29 FT

FREQUENCY

FLOOD

DISCHARGE

TOTAL

THRU BRIDGE

DISCHARGE

VELOCITY

MEAN

UNDER FLOODSTAGE

AREA OF OPENING

BACKWATER

UTILITIES

NO UTILITES ON BRIDGE

NO SCALE

SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AND 2024

SUPPLEMENTAL SPECIFICATIONS AS MODIFIED BY CONTRACT DOCUMENTS.

REINFORCING STEEL - PLACE AND TIE ALL REINFORCING STEEL IN ACCORDANCE WITH THE

GEORGIA DOT SPECIFICATIONS. DO NOT WELD REINFORCING STEEL. MAINTAIN 2 INCH

MINIMUM CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.

CHAMFER - CHAMFER ALL EXPOSED CONCRETE EDGES 3/4" UNLESS OTHERWISE NOTED.

TRAFFIC CONTROLS - ROAD TO BE CLOSED DURING BRIDGE CONSTRUCTION.

EXISTING BRIDGE PLANS - ORIGINAL BRIDGE PLANS ARE NOT AVAILABLE.

WAITING PERIOD - NONE REQUIRED.

PLAN DRIVING OBJECTIVE - SEE SUBSTRUCTURE DETAILS.

GENERAL NOTES (CONT.)

PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.

PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING

THE PILE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE A MINIMUM OF 24 HOURS

AND RESTRIKE WITH A WARM HAMMER.

BENT NUMBER

1 70.00

2 55.00

3 55.00

TEST PILES - DRIVE TEST PILES AT THE FOLLOWING LOCATIONS:

ONE 20 IN SQ PSC X 77 FT AT BENT 1 LEFT

ONE 20 IN SQ PSC X 92 FT AT BENT 2 RIGHT

SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3" DIAMETER X 12" DEEP

HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS, SEE SUB-SECTION

501.3.05.B.3 OF THE GEORGIA DOT SPECIFICATIONS. STIRRUPS MAY BE SHIFTED

SLIGHTLY TO CLEAR FORMED HOLES.

WELDING - ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT

CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION A CURRENT WELDING

CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY

E70XX (EXCLUDING E7014 AND E7024) LOW HYDROGEN ELECTRODES FOR MANUAL

SHIELDED METAL ARC WELDING.

BRIDGE CULVERT REMOVAL - REMOVE EXISTING BRIDGE CULVERT AS PER SUB-SECTION

540.3.05 OF THE GEORGIA DOT SPECIFICATIONS. INCLUDE THE COST IN THE PRICE

SALVAGE MATERIAL - NO MATERIAL REMOVED FROM THE EXISTING STRUCTURE SHALL BE

SALVAGED FOR USE BY THE OWNER.

ASPHALT PLACEMENT - USE OF VIBRATORY ROLLERS FOR ASPHALT PLACEMENT ON THE

BRIDGE IS NOT ALLOWED. ONLY USE STATIC COMPACTION ON THE BRIDGE.

JOINTS IN OVERLAY - WITHIN 24 HOURS AFTER OVERLAY IS PLACED MAKE A 1/2 INCH

WIDE BY 3/4 INCH DEEP SAW CUT OVER EACH EXPANSION JOINT LOCATION AND SEAL

WITH RUBBERIZED ASPHALT IN ACCORDANCE WITH SECTION 407 OF THE GEORGIA DOT

SPECIFICATIONS. INCLUDE COST OF RUBBERIZED ASPHALT IN THE OVERALL BID

SUBMITTED.

WATERPROOFING MEMBRANE - INSTALL APPROVED BRIDGE DECK WATERPROOFING MEMBRANE

IN ACCORDANCE WITH SECTION 533 OF THE GEORGIA DOT SPECIFICATIONS AND THE

MANUFACTURER'S RECOMMENDATIONS. TURN MEMBRANE 4 INCHES UP AT FACE OF EACH

BARRIER AND EXTEND MEMBRANE 18 INCHES PAST BEGINNING AND END OF BRIDGE.

SEE QPL-22 FOR APPROVED WATERPROOFING MATERIALS.

INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT

SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL

SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED.

THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER

INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK.

4 70.00

ONE 20 IN SQ PSC X 92 FT AT BENT 3 LEFT

ONE 20 IN SQ PSC X 77 FT AT BENT 4 RIGHT

TRAFFIC DATA

NO TRAFFIC DATA

DRIVING RESISTANCE - DETERMINE DRIVING RESISTANCE FOR PILES USING DYNAMIC PILE

TESTING IN ACCORDANCE WITH SUB-SECTION 520.3.05.D.2 OF THE GEORGIA DOT

SPECIFICATION. DYNAMIC PILE TESTING SHALL BE REQUIRED FOR EACH TEST PILE.

4 - END POST AND GUARDRAIL ATTACHMENT DETAIL --------- GA. STD. 3054 (9-30-02)

DYNAMIC PILE TESTING - PERFORM PILE TESTING USING THE PILE DRIVING ANALYZER

(PDA) IN ACCORDANCE WITH SPECIAL PROVISION SECTION 523. NOTIFY THE

OWNER AND GEOTECHNICAL ENGINEER OF RECORD TWO WEEKS PRIOR TO DRIVING TWO

WEEKS PRIOR TO DRIVING PILES. SUBMIT ALL FILES REQUIRED BY SPECIAL

PROVISION 523 FOR REVIEW AND APPROVAL.

WAVE EQUATION - PERFORM WAVE EQUATION ANALYSIS (WEAP) IN ACCORDANCE WITH

SUB-SECTION 520.3.05.D.2 OF THE GEORGIA DOT SPECIFICATIONS. PROVIDE

RESULTS OF THE WEAP TO THE OWNER AND GEOTECHNICAL ENGINEER OF RECORD

FOR REVIEW AND APPROVAL TWO WEEKS PRIOR TO DRIVING PILES.

GROUT - FILL ALL SHEAR KEYS WITH 5,000 PSI 3 DAY STRENGTH GROUT AS PER SECTION

506 OF THE GEORGIA DOT SPECIFICATIONS. CURE GROUT A MINIMUM OF 5 DAYS

BEFORE CASTING CONCRETE BARRIERS. IN LIEU OF MIXING MORTAR ON SITE,

PRE-MIXED BAG MORTAR MEETING THE REQUIREMENTS IN SECTION 506 MAY BE USED.

PREPACKAGED MATERIAL MUST MEET THE REQUIREMENTS OF ASTM C1107/C1107M-14A

AND INCLUDE ALUMINUM POWDER. INCLUDE COST OF GROUT IN THE PRICE BID FOR

`PSC CORED SLAB BEAMS."

SHOP DRAWING SUBMISSION - SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A

SET. SHOP DRAWINGS FOR BEAMS, METAL DECK FORMS AND STEEL DIAPHRAGMS WILL

NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED.

DESIGN DATA

(DESIGNED FOR SEISMIC PERFORMANCE ZONE 2, AS = 0.202, SD1 = 0.213)

SPECIFICATIONS ----------------------------------- AASHTO LRFD 9TH EDITION, 2020

DESIGN VEHICLE LIVE LOAD ------------------------------------------------- HL-93

SNBI BRIDGE RAIL CODE ----------------------------------------------------- M094

SUBSTRUCTURE ---------------------------------- CLASS A, u = 3,000 PSI

PSC BEAM ALLOWABLE TENSION --------------------------- SEE BEAM SHEETS

PSC BEAMS ----------------------------- CLASS AAA, u = SEE BEAM SHEETS

CONCRETE: BARRIER --------------------------------------- CLASS D, u = 4,000 PSI

REINFORCEMENT STEEL: ---------------------------------- GRADE 60, o = 60,000 PSI

SUMMARY OF QUANTITIES

PAY ITEM

NUMBER QUANTITY UNIT PAY ITEM

500-2100 267 LF CONCRETE BARRIER

500-3101 43 CY CLASS A CONCRETE

507-1021 1464 LF PSC CORED SLAB BEAMS, 21 IN, BR NO - 1

511-1000 9654 LB BAR REINF STEEL

511-3000 LUMP LS SUPERSTR REINF STEEL, BR NO - 1 (5408)

520-2220 1600 LF PILING, PSC, 20 IN SQ

520-3220 4 EA TEST PILE, PSC, 20 IN SQ

603-2024 610 SY STN DUMPED RIP RAP, TP 1, 24 IN

603-7000 610 SY PLASTIC FILTER FABRIC

533-0010 457 SY BRIDGE DECK WATERPROOFING MEMBRANE, METHOD A

540-1102 LUMP LS REMOVAL OF EXISTING BR, BR NO-1

FUTURE PAVING ALLOWANCE --------------------------------------- 30 LBS PER SQ FT

PRETENSIONING STRANDS: ----------------------------------------- i = 270,000 PSI

523-1100 4 EA DYNAMIC PILE TEST

PILE TIP ELEVATION

BID FOR "LUMP - REMOVAL OF EXISTING BR, BR NO-1".

520-4220 1 EA LOAD TEST, PSC, 20 IN SQ (IF REQD)

(L = 4'-0"; W = 1'-1"; H = 3'-6")

BAR BENDING DETAILS --------------------------------- GA. STD. 3901 (8-69)

TYPICAL FILL DETAIL AT END OF BRIDGE ---------------- GA. STD. 9037 (9-99)

90°-00'-00", TYP.

15'-0" 15'-0"

45'-0"

ENDPOST, TYP.

4'-0" c BEAM 1 c BEAM 2 c BEAM 3 c BEAM 4 c BEAM 5 c BEAM 7 c BEAM 9 c BEAM 10 c BEAM 1 1 c INTERMEDIATE BENT = c 1" EXP. JT. IN BARRIER = c 1" EXP. JT. IN BARRIER, TYP.

B.F.P.R.

SPAN 1

15'-0"

PLAIN BAR, TYP.

3" DIA. HOLE FOR 1" DIA.

14'-8�"

G U

T T

E R

T O

G U

T T

E R

W

ID

T H

O

U T

T O

O U

T W

ID

T

H c BEAM 6 c BEAM 8 c EXP. JOINT c EXP. JOINT

8" PAVING REST

10" BACKWALL

1" EXP. JT. BETWEEN BARRIER AND ENDPOST, TYP.

44'-1"

SCALE: ½" = 1'-0"

1.

2.

3.

BARRIER DETAIL

SCALE: ¾" = 1'-0"

SEE CORED SLAB BEAM DETAILS SHEET FOR LOCATIONS OF HOLES FOR 1" DIA. PLAIN BARS.

BARRIER EXPANSION JOINTS MAY BE SHIFTED SLIGHTLY TO AVOID 571 BARS CAST IN BEAMS.

CAST BARRIER AFTER ALL KEYS HAVE BEEN FILLED WITH MORTAR FOR A MINIMUM OF 5 DAYS.

BARRIER TRANSITION

12'-0"

WINGWALL

BARRIER TRANSITION DETAIL

1'-7½"

END POST

B.F.P.R.

1 0" BACKWALL

1'-6"

SCALE: ¼" = 1'-0"

SLAB

FACE OF CORED

14'-8�"14'-8⅜"

B.F.P.R.

c EXP. JOINT

8" PAVING REST

10" BACKWALL

14'-8�" 14'-8�" 14'-8⅜"

44'-1"

1" EXP. JT. BETWEEN BARRIER AND ENDPOST, TYP.

SPAN 2 SPAN 3

4.BARRIER LENGTHS ARE MEASURED ALONG FRONT FACE OF BARRIER.

c BRIDGE = PGL =

½

½

1'-7½"

1'-7½"

500A, TYP.500B, TYP.500A, TYP.

500A, TYP. 500B, TYP. 500A, TYP.

¾"

¾"

¾"

HOLD IN PLACE WITH

ELEVATION SIDE ELEVATION

PLAN

¾" CHAMFER

DETAILS OF 1" EXPANSION JOINT IN BARRIER

SEALANT (TYPE A)

LOW MODULUS SILICONE

10v GALV. NAILS.

JOINT

1" PREFORMED

1" PREFORMED JOINT

FILLER

FILLER

SEALANT (TYPE A)

LOW MODULUS SILICONE

8" 10"

1'-7½"

1½"

3" CL.

AT END POST.

TAPERS TO 0"

2" CL., TWO SIDES

12-500 IN BARRIER

ITEM SPAN 1

SUPERSTRUCTURE QUANTITIES

6½"

501 AT EACH 571

BID FOR `PSC CORED SLAB BEAMS" )

571 AT 1 1" (INCLUDE COSTS IN PRICE

PROFILE.

BARRIER FOLLOWS ROADWAY

FOR BEAM CAMBER SO TOP OF

VARY DIMENSION TO ACCOUNT

AND 571 BARS

2'-0" MINIMUM LAP OF 501

LUMP - LB SUPERSTR REINF STEEL

NOTES

SPAN 2 SPAN 3 TOTAL

1794 1820 1794 5408

CHECKED REVIEWED

APPROVED

R E

V

IS

IO

N

S D

A T

E

DRAWING NO.

BRIDGE SHEET

B Y

1 INCH WHEN PRINTED FULL SIZE 017983004-35-0003_DP.dgnZach.Hodges 3/12/2026 8:24:53 AM

LITTLE LOTTS CREEK

OF 1 1

BULLOCH COUNTY

BOARD OF COMMISSIONERS

NMBHTB

SCALE:

DECK PLAN

CRP

�" = 1'-0" (UNLESS OTHERWISE NOTED)

SLOPE = 2% SLOPE = 2%

4" 15'-6½"

4"

NOTE: BEARING PADS NOT SHOWN.

15'-6½" c BRIDGE

1'-1"1'-1" c BM. 1 c BM. 2 c BM. 3 c BM. 4 c BM. 5 c BM. 6 c BM. 7 c BM. 9 c BM. 10

14'-10½" 1½"

1'-6"

1'-7½"

14'-10½" 1'-6" 1½"

1'-7½"

29'-9" GUTTER TO GUTTER

SLOPE = 2% SLOPE = 2%

OVERLAY, TYP.

c BM. 8 c BM. 1 1

1 1 BEAMS AT 3'-0" = 33'-0"

c BRIDGE

SECTION THRU DECK

c BM. 1 c BM. 2 c BM. 3 c BM. 4 c BM. 5 c BM. 6 c BM. 7 c BM. 8

SLOPE = 2%

PLAIN BAR

FOR 1" DIAMETER

3" DIAMETER HOLE

c BRIDGE c BM. 1 1c BM. 9 c BM. 10

SLOPE = 2%

SEE RECESS DETAIL ON

CORED SLAB BEAM SHEET.

SECTION THRU DIAPHRAGM

SECTION THRU DECK AT END BENT

T Y

P

7⅛" AT c BRIDGE

7⅛" AT c BRIDGE

3½" ASPHALT

33'-0" OUT TO OUT

¾

½"

RUBBERIZED ASPHALT

MEMBRANE LAYERS

WATERPROOFING

JOINT DETAIL

c EXP. JOINT

½"

OVERLAY

ASPHALT

SILICONE JOINT SEALANT

NO SCALE

1" OPEN JOINT

1¼" BACKER ROD

6½" c BEARING

1'-5" 1'-10"

10" BACKWALL

SECTION AT END BENT

B.F.P.R.

SEE JOINT DETAIL

c EXP. JOINT

SCALE: ¾" = 1'-0"

c BEARING c BEARING

ASPHALT OVERLAY, TYP.

6½" 6½"

1" OPEN JOINT, TYP.

SECTION AT INTERMEDIATE BENT

SEE JOINT DETAIL

SCALE: ¾" = 1'-0"

c INT. BENT = c EXP. JOINT

APPROACH SLAB

NOTES:

ASPHALT OVERLAY, TYP. SEE ROADWAY PLANS FOR DETAILS AND PAYMENT.

FILL ALL KEYS FULL AND CONTINUOUS AS PER STANDARD SPECIFICATION 506, TYP.

INCLUDE COST OF MATERIALS AND WORK IN PRICE BID FOR `PSC CORED SLAB BEAMS".

CURVE. ADJUST ASPHALT THICKNESS TO PROVIDE VERTICAL PROFILE.

ADDITIONAL ASPHALT MAY BE REQUIRED AT BEAM ENDS DUE TO BEAM CAMBER AND VERTICAL

JOINT SHALL BE 1 INCH MINIMUM AND SHALL BE UNIFORM ACROSS.

L A

S T

U P

D A

T E

D

D E

C

CHECKED REVIEWED

APPROVED

R E

V

IS

IO

N

S D

A T

E

DRAWING NO.

BRIDGE SHEET

B Y

1 INCH WHEN PRINTED FULL SIZE 017983004-35-0004_DS.dgnZach.Hodges 3/12/2026 8:24:59 AM

LITTLE LOTTS CREEK

OF 1 1

BULLOCH COUNTY

BOARD OF COMMISSIONERS

NMBHTB

SCALE:

DECK SECTION

⅜" = 1'-0"

CRP

(UNLESS OTHERWISE NOTED)

6"½"

6½"

6" ½"

6½"

MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED

FOR 1" DIAMETER BAR

2"

1 1"

9 STRANDS

NOTES

DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND

ELASTIC SHORTENING.

THE ⅛" EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL

3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES

7. PRESTRESSING DATA IS AS FOLLOWS:

B. PRETENSIONED STRANDS SHALL BE RELEASED AFTER THE CONCRETE HAS REACHED

y A MINIMUM STRENGTH ( ) OF 5,000 PSI.

u

INCLUDED IN THE SHOP DRAWINGS.

1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL

BE PICKED UP WITHIN 2'-8" FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT

WITHIN 4" OF THE BOTTOM OF THE BEAM. DETAILS OF PICK-UPS SHALL BE

COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO

6. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.

PRETENSION STRANDS TO 43,943 LBS EACH.

C. THE TOTAL JACKING FORCE OF PRETENSIONING IS 703,088 LBS.

2. CHAMFER EDGES OF BEAMS ½" OR ¾".

4. AT c BEARING, FORM 2½" DIAMETER X 21" DEEP HOLES FOR A 1" DIAMETER SMOOTH

½

½

ELEVATION

INTERIOR BEAM SECTION

10" 1'-4"

1'-6"

3'-0"

1'-6"

10"

EXTERIOR BEAM SECTION

INDICATES 0.6" DIAMETER PRESTRESSED STRANDS.

T Y

P

T Y

P

3'-0"

1'-6"1'-6"

9½" 9½" 8½"8½"

12'' DIA. VOIDS

AT 2"

4 SPS.

SHEAR KEY DETAIL

DIAPHRAGM ROD, WASHER, AND NUT EXPOSED IN RECESS SHALL

BE PAINTED WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER

EPOXY GROUT.

AFTER EXCESS DIAPHRAGM ROD HAS BEEN CUT OFF, END OF

PAINTING, THE RECESS SHALL BE FILLED WITH AN APPROVED

BE PAINTED WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER

EPOXY GROUT.

PAINTING, THE RECESS SHALL BE FILLED WITH AN APPROVED

SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER

OF THE GEORGIA DOT SPECIFICATIONS IS NOT REQUIRED.

GALVANIZING OF DIAPHRAGM ROD AS PER SUB-SECTION 865.2.01.B.12

OF EXTERIOR CORED SLAB BEAMS

½

½

FOR 1" DIAMETER PLAIN BAR

5¾" RECESS

4"4"

8" DIAPHRAGM

X

X

4¼"

¼

1"

¾

WITH GROUT

⅝" X 5" X 5" PL

OUTSIDE FACE OF

CONTRACTOR.

DETERMINED BY

RECESSED ⅜". SIZE TO BE

EXTERIOR UNIT AND

CAST IN OUTSIDE FACE OF

PERMITTED THREADED INSERT

DETAIL

THREADED INSERT

B.F.P.R.

ELEVATION SECTION X-X

9. ALLOWABLE TENSION = 445 PSI.

8. CONCRETE STRENGTH ( ) = 5,500 PSI.

DIAPHRAGM ROD SHALL BE A 1" DIAMETER PLAIN BAR CONFORMING

TO ASTM A449, THREADED 5" ON EACH END, WITH ¼" X 3"

TENSION FORCE OF 42 KIPS. VERIFY TENSION FORCE BY USE OF

F959. SECURE ROD TO PREVENT TURNING DURING TENSIONING.

DIAPHRAGM ROD SHALL BE TIGHTENED TO PROVIDE A MINIMUM

DIRECT TENSION INDICATING (DTI) WASHER CONFORMING TO ASTM

FACE OF EXTERIOR BEAMS.

NOTE: OMIT SHEAR KEY ON EXTERIOR

c 3" DIAMETER HOLE

EXTERIOR BEAM

2½"

INDICATES 470 REINFORCING BARS

END SECTION

INTERIOR BEAM SHOWN

EXTERIOR BEAM SIMILAR

c 3" DIAMETER HOLE c INT. BENT AND

1" JOINT

c 1" JOINT

2" 2"

FILL RECESS

DIAMETER WASHERS (ASTM F436) AND HEX NUTS (ASTM A563).

SPAN LENGTH = A

2-471 AT EACH LOCATION

4-570

9" 9" 3"3"

½

½

3" 3" 1 1"4"4"1 1"

DOWEL HOLES

c 2½" DIA.

BEAM LENGTH = B

AT 6"

X SPACES

5 STRANDS

A. USE 16 - 0.6" DIAMETER LOW-RELAXATION (A = 0.217 SQ IN) STRANDS.

c BEARING TO c BEARING = C

10½"

½"

8"

⅜"

BEAM DIMENSIONS

ASPAN

45'-0"

B C D E X Y

44'-0½" 43'-0½" 22'-0¼" 14'-0¼"

45'-0" 44'-1 1" 43'-1 1" 22'-5½" 13'-5½"

10 15

9 16

DEAD LOAD DEFLECTION AND CAMBER

DEFLECTION DUE TO BARRIER

�"¼"

Z

SELF-WEIGHT)

CAMBER (PRESTRESS AND

1�"1½"

AND ASPHALT OVERLAY

1'-9"

2'-8"

ALL BAR DIMENSIONS ARE OUT TO OUT

REINFORCEMENT

L = BEAM LENGTH - 4"

* SHIFT 571 BARS ON END SPANS TO ALLOW FOR BARRIER

TRANSITION. SEE DECK PLAN SHEET.

2"

¼"

¼"

⅜"

¾"

¾''

16'-0"

18'-0"

10'" 1'-4" 10"

3'-0"

12'' DIA. VOIDS

3½" CL.

FACE

EXTERIOR

KEY

OMIT SHEAR

½

½

571*

2 STRANDS

DOWEL. THE c FOR THE HOLES ARE 9½" ON EACH SIDE OF c BEAM AS SHOWN.

5. TOPS OF BEAMS SHALL RECEIVE BROOM FINISH AT APPROXIMATELY THE TIME OF

INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE

BRUSH TO REMOVE ALL LAITANCE. CONCRETE FINS OR PROJECTIONS SHALL BE

REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM.

Z6"

10. IN EACH SPAN, SET THE MIDDLE BEAM OR ONE OF THE TWO MIDDLE BEAMS FIRST. SET

THE BRIDGE.

REMAINING BEAMS ADJACENT TO IN-PLACE BEAMS, WORKING TOWARD THE OUTSIDE OF

c BEARING AND 2½" DIA. HOLESc BEARING AND 2½" DIA. HOLES

F

9" 5½"

1'-2½"

4-470, EXTERIOR BEAM

2-470, INTERIOR BEAM

RECESS DETAIL FOR DIAPHRAGM ROD ENDS

* ,TYP.

2"

D. THE NET PRESTRESSING FORCE OF THE STRANDS AFTER ALL LOSES IS 576,617 LBS.

B.F.P.R.

c BEAM

½

MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED

6"½" 6" ½" c 8" DIAPHRAGM, TYP.

PLAN

T Y

P

8", TYP.

8", TYP.

6", TYP.3'-0", TYP.

2½" DIA. HOLES

1" JOINT

c INT. BENT AND c 1" JOINT

E E

DD

10½" c BEARING AND

F

* ,TYP.

½

T Y

P c 3" DIAMETER HOLE FOR 1" DIAMETER BAR, TYP.

10¼"

9½"

AT 12"

Y SPACES 2

1 & 3

SPAN 1 & 3 SPAN 2

PLACE ½" DIA. PVC PIPE AS SHOWN TO VENT VOIDS. PIPE

SHALL CONFORM TO STANDARD SPECIFICATIONS SECTION 847.

L A

S T

U P

D A

T E

D

D E

C

CHECKED REVIEWED

APPROVED

R E

V

IS

IO

N

S D

A T

E

DRAWING NO.

BRIDGE SHEET

B Y

1 INCH WHEN PRINTED FULL SIZE 017983004-35-0005_BM.dgnZach.Hodges 3/12/2026 8:25:05 AM

LITTLE…