E15_Final Plan Set.pdf

PDF 30 MB Posted Jun 25, 2026

Attached to: FY27-ENGCP-003-2 Cypress Lake Road Bridge Replacement Project
Solicitation number: PE-61600-NONST-2026-000000056
Issued by: Brooks County, Georgia

About this file

Written by GovTribe AI · Jul 1, 2026

This is a final plan set document prepared by BCC Engineering, LLC for the Bulloch County Department of Transportation, detailing the design specifications for the Cypress Lake Road Bridge Replacement Project (Project No. E15). The project encompasses the demolition and removal of an existing bridge structure over Dry Branch and construction of a new bridge along Cypress Lake Road in Bulloch County, Georgia, located approximately 1,500 feet east of Country Club Road. The scope of work includes bridge removal, new bridge construction (three spans of 42'-8" prestressed concrete cored slab beams), roadway construction with full-depth asphalt pavement, embankment and grading work, approach slab installation, guardrail installation (W-beam and T-beam configurations), drainage improvements including riprap aprons and spillways, erosion and sediment control measures, signing and marking installation, and permanent grassing and stabilization. The project extends 0.227 miles in net roadway length with a design speed of 55 mph, projected traffic volumes of 3,626 ADT in 2026 and 4,007 ADT in 2046, and 8% truck traffic. Major construction work is planned from STA 100+30.00 to STA 108+26.00, with bridge work between STA 103+38.00 and STA 104+66.00. The plans were completed on April 8, 2026, with signature dates of May 5, 2026. Key quantities include 1,764 linear feet of prestressed concrete cored slab beams, 1,082 pounds of reinforcing steel (superstructure), 1,082 pounds of bar reinforcement (substructure), 516 square yards of riprap placement, 252 linear feet of concrete barrier, and installation of multiple guardrail sections totaling approximately 1,200 linear feet.

The project requires GDOT Prequalified Contractors holding current active approval in Work Class 500 Concrete Structures to submit sealed bids by July 17, 2026, at 2:00 PM EDT to the Bulloch County Procurement Office. The design accommodates future paving allowances of 30 pounds per square foot and utilizes AASHTO LRFD 9th Edition specifications with seismic performance classification for Seismic Performance Zone 2. Bridge construction incorporates Class AAA prestressed concrete (6,500 psi) with metal shell piles (18-inch and 24-inch OD), dynamic pile testing requirements, and waterproofing membrane systems. The project involves significant environmental considerations including two delineated wetlands and associated 25-foot stream buffers, requiring erosion and sediment control plans and Notice of Intent filing. Utility coordination is required with existing electrical, telecommunications, and gas infrastructure, including Georgia Power distribution lines and a 230 KV transmission line easement. All existing fill removal and debris disposal costs are included in the overall grading bid, and temporary work bridges are permitted with specific limitations regarding waters of the U.S. The roadway cross-section includes 12-foot travel lanes with 2-foot paved shoulders, 2:1 slopes, and superelevation accommodations for the bridge approach sections.

View the file

Other files

File	Type	Posted
SAS_2026_00319_Bulloch_Cypress Lake Road at D.pdf	PDF	Jun 25, 2026
FY27ENGCP_003_2_CypressLakeRdBridgeProject_Q_.pdf	PDF	Jun 25, 2026
CR 153 (Cypress Lake Road) Over Dry Branch BF.pdf	PDF	Jun 25, 2026
FY27_ENGCP_003_02_CypressLakeRd_ITB_20260625.pdf	PDF	Jun 25, 2026

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-1

A X

N J

MILES

DATE

PLANS COMPLETED - -

REVISIONS

0.203

0.024

0.227

PLAN AND PROFILE OF PROPOSED

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

0.000

0.227

LENGTH OF PROJECT

TRAFFIC A.D.T.: 3626 (2026)

TRAFFIC A.D.T.: 4007 (2046)

TRAFFIC D.H.V.: 401 (2046)

DIRECTIONAL DIST: 50%

SPEED DESIGN: 55 MPH

24 HR.TRUCKS %: N/A

% TRUCKS: 8%

DESIGN DATA:N/A

FUNDED

PROJECT DESIGNATION: LOCALLY

COUNTY No.031

BULLOCH COUNTY

SPECIFICALLY DIRECTED TO SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.

BIND THE DEPARTMENT OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS

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

UPON FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS.

INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED

THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS OR IN ANYWAY

THE DEPARTMENT OF TRANSPORTATION.

HIGHWAY DEPARTMENT OF GEORGIA, AND SHALL BE DEEMED TO MEAN

" DEPARTMENT " WHEN THE CONTEXT THEREOF MEANS THE STATE

STATE HIGHWAY DEPARTMENT ", " HIGHWAY DEPARTMENT ", OR

DEPARTMENT OF GEORGIA ", " STATE HIGHWAY DEPARTMENT ", " GEORGIA

USED IN CONNECTION WITH THIS DOCUMENT, TO " STATE HIGHWAY

WRITINGS, DOCUMENTS, DRAWINGS, OR PHOTOGRAPHS USED, OR TO BE

ALL REFERENCES IN THIS DOCUMENT, WHICH INCLUDES ALL PAPERS,

NOTE :

MINOR COLLECTOR

FUNCTIONAL CLASS:

100% IN CONG. DIST. NO. 12.

BULLOCH COUNTY AND IS

THIS PROJECT IS 100% IN

OF 1988.

AMERICAN VERTICAL DATUM (NAVD)

1983)/94 EAST ZONE, AND THE NORTH

COORDINATE SYSTEM OF 1984 (NAD

USING THE HORIZONTAL GEORGIA

THIS PROJECT HAS BEEN PREPARED

Project No.

BY:

PLANS PREPARED

BULLOCH COUNTY

FEDERAL ROUTE No.: N/A

STATE ROUTE No.: N/A

PROJECT No.: E15

Project No.

E F

01-0001

LOCATION SKETCH - n.t.s.

E15

BRIDGE REPLACEMENT

CYPRESS LAKE ROAD AT DRY BRANCH

PROJECT LOCATION

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:

2026 STANDARDS AND DETAILS BOOK AND ATTACHED APPLICABLE REVISIONS. THE

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE 2026 CONSTRUCTION

LAKE

CYPRESS

GA 73/US 25/US 301

OLD RIGGS MILL RD

CYPRESS LAKE RD

COUNTRY CLUB RD

E 751981.489

N 870840.145

STA 104+00.00

PROJECT MIDPOINT

C CONSTRUCTION CYPRESS LAKE ROADL

DRY BRANCH

150 300

SCALE IN FEET

0 75

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CONCOV E15

DRAWING No.

BULLOCH COUNTY

E 751383.1722

N 870885.0845

STA 98+00.00

CYPRESS LAKE ROAD

BEGIN PROJECT

E 751612.4663

N 870866.9530

STA 100+30.00

CYPRESS LAKE ROAD

BEGIN CONSTRUCTION

E 752406.3761

N 870809.2787

STA 108+26.00

CYPRESS LAKE ROAD AT DRY BRANCH

END CONSTRUCTION

E 752579.8804

N 870795.2639

STA 110+00.00

CYPRESS LAKE ROAD

END PROJECT

STA 103+38.00

BEGIN BRIDGE

STA 104+66.00

END BRIDGE

EXIST R/WEXIST R/W

EXIST R/W EXIST R/W

STA 104+00.00

PROJECT MIDPOINT

1 3

2 4

REQ'D R/W

CONSTR OF SLOPES

EASEMENT FOR

CONSTR OF SLOPES

EASEMENT FOR

WETLAND 1

WETLAND 2

DRY BRANCH 25' BUFFER

DRY BRANCH

WETLAND 1

WETLAND 2

CONSTR OF SLOPES

EASEMENT FOR

DRY BRANCH 25' BUFFER

5-5-2026

CERTIFICATE OF AUTHORIZATION EXPIRATION DATE:6/30/2026

CERTIFICATE OF AUTHORIZATION #:PEF007397

SANDY SPRINGS, GA 30328

10 GLENLAKE PKWY NE, NORTH TOWER, SUITE 800

BCC ENGINEERING, LLC, D/B/A HEATH & LINEBACK

PE NO 036612

WARREN WADE DIMSDALE

HAVE BEEN SIGNED AND SEALED BY

THE DRAWINGS AS LISTED BELOW

EROSION CONTROL WATERSHED MAP AND SITE MONITORING LOCATION55-0001

54-0001 - 54-0006 CONSTRUCTION BMP LOCATION DETAILS

53-0001 - 53-0002 ESPCP DRAINAGE AREA MAP

51-0001 - 51-0009 EROSION, SEDIMENTATION AND POLLUTION CONTROL GENERAL NOTES DRAWING

26-0001 - 26-0002 SIGNING AND MARKING PLANS AND DETAILS

24-000A - 24-0002 UTILITY PLANS

23-0001 - 23-0005 CROSS SECTIONS

BRIDGE CONSTRUCTION ACCESS 20-0001

MAINLINE PROFILE DRAWINGS15-0001

13-0001 - 13-0002 MAINLINE PLAN DRAWINGS

QUANTITIES REQUIRED ON CONSTRUCITON DRAWING08-0001

QUANTITIES REQUIRED BY AMENDMENT DRAWING07-0001

06-0001 - 06-0002 SUMMARY OF QUANTITIES

TYPICAL SECTIONS05-0001

04-0001 - 04-0002 GENERAL NOTES

REVISION SUMMARY DRAWING03-0001

02-0001 INDEX SHEET

01-0002 SIGNATURE SHEET

01-0001 COVER SHEET

DRAWING DESCRIPTION DRAWING No.

202X.XX.XX

COVERED BY THIS SIGNATURE AND SEAL.

ARE GDOT STANDARDS AND DETAILS AND ARE NOT

NOTE: DRAWINGS IN SECTIONS 40, 41, 52, AND 56

CERTIFICATE OF AUTHORIZATION EXPIRATION DATE:6/30/2026

CERTIFICATE OF AUTHORIZATION #:PEF007397

SANDY SPRINGS, GA 30328

10 GLENLAKE PKWY NE, NORTH TOWER, SUITE 800

BCC ENGINEERING, LLC, D/B/A HEATH & LINEBACK

PE NO PE030524

FRANK RANDY BOYKIN

HAVE BEEN SIGNED AND SEALED BY

THE DRAWINGS AS LISTED BELOW

35-0001-35-0011 BRIDGE PLANS

DRAWING DESCRIPTION DRAWING No.

202X.XX.XX

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

Project No.

REVISION DATES

4/8/2026

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E F

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E F

10:11:37 AM

E F

GPLN-CE

0002-01

CYPRESS LAKE ROAD AT DRY BRANCH

BRIDGE REPLACEMENT

E15

SIGNATURE SHEET

5/5/2026 12/17/2025

05/05/2026

DRAWING NO. DESCRIPTION REVISION DATE REVISION DATEDESCRIPTIONDRAWING NO.

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

Project No.

REVISION DATES

4/8/2026

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E F

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10:11:54 AM

E F

0001-02

INDEX

DATE DRAWING NO. REVISION DATE DRAWING NO. REVISION

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

Project No.

REVISION DATES

4/8/2026

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E F

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10:12:11 AM

E F

0001-03

BRIDGE REPLACMENT

REVISION SUMMARY

PROJECT GENERAL NOTES

9. THE CONTRACTOR SHALL NOTIFY BULLOCH COUNTY OF ALL ROADWAY CLOSURES

BE PAID UNDER THE BRIDGE REMOVAL PAY ITEM

8. OBSTRUCTIONS, PILING, ETC. FROM PREVIOUS BRIDGE THAT ARE IN CONFLICT WITH THE PROPSED BRIDGE AND/OR ROADWAY CONSTRUCTION THAT NEEDS TO BE REMOVED WILL

7.EXISTING FILL REMOVED SHALL BE PAID FOR IN THE OVERALL COST BID FOR GRADING COMPLETE.

ENVIRONMENTALLY APPROVED SITE AS SHOWN IN GA SPECIFICATION 201 TO DISPOSE OF EXISTING BRIDGE/CONSTRUCTION DEBRIS AT NO ADDITIONAL COST TO THE COUNTY.

5.THERE IS NO SUITABLE PLACE TO BURY EXISTING BRIDGE/CONSTRUCTION DEBRIS WITHIN THE PROJECT'S LIMITS. THE CONTRACTOR SHALL PROVIDE AN

6.ANY SHORING USED TO CONSTRUCT/INSTALL BRIDGE IS TO BE INCLUDED IN THE OVERALL COST BID FOR GRADING COMPLETE.

ADDITIONAL INFORMATION.

A PERMITTED INERT WASTE LANDFILL, OR IN AN ENGINEERED FILL. SEE SECTION 201 OF THE STANDARD SPECIFICATION AND SUPPLEMENTS THERETO FOR

COMMON FILL OR EXCESS MATERIAL DISPOSED OUTSIDE THE PROJECT RIGHT OF WAY SHALL BE PLACED IN EITHER A PERMITTED SOLID WASTE FACILITY, 4.ALL BORROW AND WASTE SITES FOR THIS PROJECT SHALL BE ENVIRONMENTALLY APPROVED PRIOR TO CONSTRUCTION ACTIVITIES OCCURRING IN THEM. ALL

THAT WILL BE REMOVED OR DESTROYED TO ALLOW FOR CONSTRUCTION. AREAS DELINEATED BY ORANGE BARRIER FENCE ARE PROHIBITED FROM DISTURBANCE.

THE DRIP LINE OF DESIRED TREES THAT WILL REMAIN IN THE ROW. THIS DOES NOT APPLY TO TREES WITHIN THE CONSTRUCTION LIMITS OR LIMITS OF DISTURBANCE

EXCEPT WHERE DEFINED BY NOTE #2. HOWEVER, THE CONTRACTOR SHALL ENSURE THAT NO CONSTRUCTION RELATED ACTIVITIES (AS PREVIOUSLY DEFINED) OCCUR UNDER

CONSTRUCTION, VEHICULAR USE, BORROW OR WASTE ACTIVITIES, SEDIMENT BASINS, TRAILER PLACEMENT, ETC.) ARE PERMITTED WITHIN THESE CLEARING LIMITS, 3.CLEARING LIMITS FOR THIS PROJECT ARE RIGHT-OF-WAY TO RIGHT-OF-WAY. CONSTRUCTION RELATED ACTIVITIES (SUCH AS THE USE OF STAGING, EASEMENT, IMPACTED DURING PROJECT CONSTRUCTION. NO STAGING OF EQUIPMENT SHALL BE PERMITTED WITHIN THE ENVIRONMENTALLY SENSITIVE AREA BOUNDARIES.

2.THE CONTRACTOR SHALL INSTALL ORANGE BARRIER FENCING AS SHOWN ON THE CONSTRUCTION PLAN SHEETS TO ENSURE THAT AN ESA IS NOT ADVERSELY

1.AN N.O.I. (NOTICE OF INTENT) WILL BE REQUIRED FOR THIS PROJECT. TOTAL DISTURBED ACREAGE FOR THIS PROJECT IS 1.75

UTILITY GENERAL NOTES

SERVICE

ELECTRIC

CONTRACTOR/INSTALLER SHALL CONTACT 811 PRIOR TO ANY CONSTRUCTION.

SHALL FIELD VERIFY ALL EXISTING UTILITY LINE LOCATIONS PRIOR TO ANY CONSTRUCTION.

UTILITY LOCATION WAS PERFORMED BY UTILITY OWNER MARK-UPS. THE CONTRACTOR/INSTALLER

UTILITY DISCLAIMER: EXISTING UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY.

NOTES:

EXCELSIOR ELECTRIC

UTILITY OWNER

ELECTRICGEORGIA POWER DISTRIBUTION

ELECTRICGEORGIA TRANSMISSION CORPORATION

TELECOMMUNICATIONBULLOCH SOULTIONS

TELECOMMUNICATIONVYVE BROADBAND

www. Georgia811.com

811before you dig.Contact

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

Project No.

REVISION DATES

4/8/2026

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0001-04

GENERAL NOTES

BE USED FOR ALL WARNING SIGNS.

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

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

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

OR CLASS 2 ADHESIVE BACKING IS PERMISSIBLE.

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

ALL STANDARD HIGHWAY SIGNS REQUIRING REFLECTORIZED BACKGROUNDS EXCEPT

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

TYPICAL FRAMING DETAILS.

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

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

IN THE CENTER OF THE SIGN AND FLUSH WITH THE BACK OF THE SIGN.

1/2 INCH x (WIDTH OF SIGN) ALUMINUM OR GALVANIZED STEEL STRAP LOCATED

6. EACH 42 OR 48 INCH WIDE x 18 OR 24 INCH HIGH SIGN REQUIRES ONE 2 INCH x

INCH DIAMETER, DRILLED OR PUNCHED, AS SHOWN ON THE SIGN PLATE DETAILS.

WIDTH FROM THE EDGE OF THE SIGN. SIGN PLATE BOLT HOLES SHALL BE 3/8

THE SIGN. THE CENTERLINE OF EACH POST SHALL BE INSET 1/6TH OF THE SIGN

WITH THE BACK OF THE SIGN WITH ONE EACH ACROSS THE TOP AND BOTTOM OF

SIGN) ALUMINUM OR GALVANIZED STEEL STRAPS. THE STRAPS SHALL BE FLUSH

SHALL BE MOUNTED ON TWO POSTS WITH 2 EACH 2 INCH x 1/2 INCH x (WIDTH OF

5. SINGLE PLATE, HORIZONTAL RECTANGULAR SIGNS OVER 48 INCHES IN WIDTH

UNSTIPULATED DISTANCE BEHIND GUARDRAIL.

4c. WHEN GUARDRAIL IS PRESENT OR BEING PROPOSED, SIGNS SHALL BE POSTED AN

BE AT LEAST 2 FEET FROM THE CURB FACE TO THE NEARER EDGE OF THE SIGN(S).

GREATER. THE HORIZONTAL CLEARANCE IN NON-MOUNTABLE CURB SECTIONS SHALL

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

SHALL BE 6 FEET FROM THE EDGE OF THE PAVED SHOULDER OR 12 FEET FROM THE

4b. HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS ON ALL OTHER ROADWAYS

NORMAL EDGE OF PAVED SHOULDER, OR EDGE OF GRADED SHOULDER WHEN PRESENT.

CLEARANCE FOR STANDARD HIGHWAY SIGNS ON RAMPS SHALL BE 2 FEET FROM THE

THE SIGN(S), UNLESS SPECIFIED OTHERWISE IN THE PLANS. HORIZONTAL

SHALL BE 32 FEET FROM THE NORMAL EDGE OF PAVEMENT TO THE NEARER EDGE OF

4a. HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS ON INTERSTATE HIGHWAYS

OF 7 FEET ABOVE THE SIDEWALK.

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

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

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

OPERATIONS.

PROJECT ENGINEER WITHOUT PRIOR APPROVAL FROM THE OFFICE OF TRAFFIC

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

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

FIELD CONDITIONS WHERE NECESSARY, BUT SHALL BE WITHIN THE LIMITATIONS

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

SUPPLEMENTAL SPECIFICATIONS, AND/OR SPECIAL PROVISIONS.

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

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

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

GENERAL NOTES-STANDARD SIGNS

https://oeaaa.faa.gov/oeaaa/external/portal.jsp E-FILE AT

TO CONSTRUCTION.

MUST BE ACCOMPLISHED NOT EARLIER THAN 18 MONTHS AND NOT LATER THAN 120 DAYS PRIOR

EVALUATION BY FILING OF “NOTICE OF PROPOSED CONSTRUCTION”FAA FORM 7460-1

MUST BE EVALUATED BY THE FAA.

18. ANY CONSTRUCTION EQUIPMENT IN EXCESS OF 200 FEET ABOVE THE GROUND ELEVATION

OR ARE CONTRARY TO THESE SIGN PLANS.

BE REQUIRED TO REMOVE ANY EXISTING SIGNS THAT ARE DUPLICATED

17. THE CONTRACTOR WILL, AS REQUESTED BY THE DISTRICT TRAFFIC OPERATIONS ENGINEER, TO BE SHOWN ON ALL R552-1 (LIMITED ACCESS) SIGNS IN THIS PROJECT, IF ANY.

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

MISCELLANEOUS SIGNS.

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

EDITION, FOR DETAILS.

THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT

CONN, LOOP, OR SPUR SHALL USE 4 INCH SERIES "D" LETTERS. REFER

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

PUNCHED, SHALL BE REQUIRED TO PROPERLY MOUNT THE ASSEMBLY.

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

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

WITHIN AN ASSEMBLY.

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

HAVE TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING.

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

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

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

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

Project No.

REVISION DATES

4/8/2026

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0002-04

GENERAL NOTES

PROFILE GRADE

16"F

LC CONSTRUCTION CYPRESS LAKE ROAD

TRAVEL LANE

S.E.

10"

S.E. 6%

SHOULDER

2:1 TYP.

TRAVEL LANE

S.E.

10"

PAVED

S.E.6%

SHOULDER

TYPICAL SECTION #1

FULL DEPTH SECTION CYPRESS LAKE ROAD

STA 104+96.00 TO STA 108+26.00

STA 100+30.00 TO STA 103+08.00

STRIPS - GROUND IN PLACE CONTINUOUS, 16 IN - GA DETAIL T-33 & T-34

INDENTATION SINUSOIDAL CENTERLINE RUMBLEF

- GROUND IN PLACE SKIP, 6 IN - GA DETAIL T-35 & T-36

INDENTATION SINUSOIDAL EDGELINE RUMBLE STRIPSE

PAVEMENT EDGE TREATMENT, GDOT DETAIL P-7D

GR AGGR BASE CRS, INCL MATL (8 INCH)C

INC BITUM MATL & H LIME (330 LBS/SY).

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2,B

BLEND 1, INC BITUM MATL & H LIME (135 LBS/SY).

RECYCLED ASPH CONC 9.5 MM TYPE II SUPERPAVE,A

2'-0''

PAVED

2'-0''

3. SEE CROSS-SECTIONS & CONSTRUCTION PLANS FOR SUPERELEVATION RATE

SEE GDOT DETAIL S-4 FOR SHOULDER PAVING AT GUARDRAIL2.

SEE PLANS FOR LOCATION OF GUARDRAIL1.

NOTES

TYP.

2'-0''

3 3

1 21 2

12'-0'' 6'-0''12'-0''

4'-0''

6'-0''

4'-0''

VARIES

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

Project No.

REVISION DATES

4/8/2026

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0001-05

TYPICAL SECTIONS

N.T.S.

BULLOCH COUNTYBULLOCH COUNTY

SUMMARY OF QUANTITIES

ROADWAY

DRAINAGE

GUARDRAIL

FENCE

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

Project No.

REVISION DATES

4/14/2026

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0001-06

SUMMARY QUANTITIES

SUMMARY OF QUANTITIES

EROSION SIGNING

MARKING

GRASSING

BRIDGE

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

Project No.

REVISION DATES

4/8/2026

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SUMMARY QUANTITIES

DESCRIPTIONDATE UNIT

QUANTITY

AMENDMENT

REQUIRED

QUANTITY

ORIGINAL

QUANTITIES REQUIRED BY AMENDMENT

NUMBER

AMENDMENT

DATE

AMENDMENT

NO.

ITEM

XX-XX-XX XXX-XXXX XX XXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXX

XX-XX-XX

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

Project No.

REVISION DATES

4/8/2026

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S:\GDOT_V8i\Plot Drivers\PLOT-CONFIG_microstation-V8i\HLEGDOT_Pen_table.tbl c:\bms\bcc-pw-01\abdullah azzam\d0271125\0000E15_07.dgn

E F

F I L

E F

10:13:22 AM

E F

0001-07

QUANTITIES (AMENDMENT)

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

QUANTITIES REQUIRED ON CONSTRUCTION

ORIGINAL

XXX

DESCRIPTIONDATE UNIT

NO.

ITEM

QUANTITY

CONSTRUCTION

REQUIRED ON

XX-XX-XX XXX-XXXX XX XXX XXX

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

Project No.

REVISION DATES

4/8/2026

USER:aazzam

$PRF8$

S:\GDOT_V8i\Plot Drivers\PLOT-CONFIG_microstation-V8i\HLEGDOT_Pen_table.tbl c:\bms\bcc-pw-01\abdullah azzam\d0271125\0000E15_08.dgn

E F

F I L

E F

10:13:32 AM

E F

0001-08

QUANTITIES (CONSTRUCTION)

STA 103+00.00

55.00' LT

40.16' LT

STA 103+00.00

39.96' RT

55.00' RT

STA 105+00.00

40.16' RT

55.00' RT

STA 105+00.00

55.00' LT

40.15' LT

TYPE 1 RIP RAP, 18 IN.

CONCRETE SPILLWAY TYPE 1

18" PIPE W/3'X3' APRON

STA 104+97.00

GA STD 9017J

CONCRETE SPILLWAY TYPE 3

STA 104+97.00

GA STD 9017J

CONCRETE SPILLWAY TYPE 3

STA 103+08.00

GA STD 9017J

CONCRETE SPILLWAY TYPE 3

STA 103+08.00

GA STD 9017J

WETLAND 1

WETLAND 2

ESA-WETLAND BOUNDARY

ESA- 25'STREAM BUFFER

O W

D R

A N

C H

EXIST R/W

REQ'D R/W

N/F

JOHN F. RUSHING, JR.

PIN 047 000033 003

DB 2589, PG 309

N/F

JESSICA NICOLE &

KIMBERLY MICHEL BROWN

PIN 047B000016 000

DB 2665, PG 71

PB 63, PG 130

N/F

WHITNEY WASDEN

PIN 047 000028 000

DB 2338, PG 27

PB 66, PG 355

N/F

KRL #1, LLC

PIN 047 000027 000

DB 2623, PG 494

PB 16, PG 88

STA 100+95.00

39.96' RT

50.00' RT

STA 102+90.00

65.00' LT

45.00' LT

STA 101+95.00

39.96' RT

50.00' RT

EASEMENT FOR

CONSTR OF SLOPES

EASEMENT FOR

CONSTR OF SLOPES

EASEMENT FOR

CONSTR OF SLOPES

STA 102+35.00

45.00' LT

40.16' LT

STA 100+30.00

CYPRESS LAKE ROAD

BEGIN FULL DEPTH CONSTRUCTION

BEGIN CONSTRUCTION

STA 104+66.00

BEGIN APPROACH SLAB

GA STD 9017R

END BRIDGE

STA 103+38.00

BEGIN BRIDGE

GA STD 9017R

END APPROACH SLAB

TYPE 1 ANCHOR

GA STD 4383

STA 101+91.68

19.08' LT

BEGIN W-BEAM GUARDRAIL

STA 101+79.18

19.08' LT

BEGIN W-BEAM GUARDRAIL

TYPE 12A ANCHOR

GA STD 4384

STA 101+79.18

19.08' RT

END W-BEAM GUARDRAIL

BEGIN T-BEAM GUARDRAIL

STA 103+16.68

19.08' RT

END W-BEAM GUARDRAIL

BEGIN T-BEAM GUARDRAIL

STA 103+16.68

19.08' LT

END T-BEAM GUARDRAIL

TIE TO BRIDGE

GA STD 4382

STA 103+37.33

19.08'LT

END T-BEAM GUARDRAIL

TIE TO BRIDGE

GA STD 4382

STA 103+37.33

19.08'RT

BEGIN T-BEAM GUARDRAIL

TIE TO BRIDGE

GA STD 4382

STA 104+66.66

19.08' RT

END T-BEAM GUARDRAIL

BEGIN W-BEAM GUARDRAIL

STA 104+87.31

19.08' RT

END T-BEAM GUARDRAIL

BEGIN W-BEAM GUARDRAIL

STA 104+87.31

19.08' LT

BEGIN T-BEAM GUARDRAIL

TIE TO BRIDGE

GA STD 4382

STA 104+66.66

19.08' LT

2' PAVED SHOULDER

12'

2'PAVED SHOULDER

S85°50'42.0"E

C CONSTRUCTION CYPRESS LAKE ROADL

END FULL DEPTH CONSTRUCTION

BEGIN APPROACH SLAB

GA STD 9017R

STA 103+08.00

END APPROACH SLAB

GA STD 9017R

BEGIN FULL DEPTH CONSTRUCTION

STA 104+96.00

-2.08%

+30.00

-3.95%

+30.00

BNC

-2.00%

+77.00

BNC

-2.00%

+77.00

END FENCE

STA 103+18.00

55.38 'LT

BEGIN FENCE

STA 102+99.50

40.57 'LT

TIE TO EXISTING

E 751383.1722 N 870885.0845

STA. 98+00.00

CYPRESS LAKE ROAD

BEGIN PROJECT

PNT#25002

CONTROL - REBAR w/ CAP

N:870839.28 E:751754.79

EL:148.5

PNT#25002

CONTROL - REBAR w/ CAP N:870839.28

PNT#25002

GEORGIA TRANSMISSION CORPORATION

E:751754.79

GEORGIA TRANSMISSION CORPORATION

CONTROL - REBAR w/ CAP

125-FT EASEMENT

EL:148.5

N:870839.28 E:751754.79

EL:148.5

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

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

Project No.

REVISION DATES

4/8/2026

USER:aazzam

$PRF8$

S:\GDOT_V8i\Plot Drivers\PLOT-CONFIG_microstation-V8i\HLEGDOT_Pen_table.tbl c:\bms\bcc-pw-01\abdullah azzam\d0271125\0000E15_13.dgn

E F

F I L

E F

10:13:54 AM

E F

0001-13

CONSTRUCTION PLAN

M A

T C

H L

I N

E S

T A

R A

W I N

G N o

20 80

SCALE IN FEET

0 40

BULLOCH COUNTY

ORANGE BARRIER FENCE

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

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

(SEE E.R.I.T.)

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

TYPE 3 RIP RAP, 18 IN.

WETLAND 1

WETLAND 2

ESA-WETLAND BOUNDARY

WETLAND 1

EXIST R/W

N/F

KRL #1, LLC

PIN 047 000027 000

DB 2623, PG 494

PB 16, PG 88

N/F

WHITNEY WASDEN

PIN 047 000028 000

DB 2338, PG 27

PB 66, PG 355

STA 106+15.00

40.09' RT

50.00' RT

STA 107+60.00

45.00' LT

40.15' LT

N/F

WHW GROUP, LLC

PIN 047 000028 002

DB 2522, PG 384

PB 67, PG 187

EASEMENT FOR

CONSTR OF SLOPES

EASEMENT FOR

CONSTR OF SLOPES

E 752579.8804 N 870795.2639

STA. 110+00.00

CYPRESS LAKE ROAD

END PROJECT

STA 108+26.00

CYPRESS LAKE ROAD

END FULL DEPTH CONSTRUCTION

END CONSTRUCTION

END W-BEAM GUARDRAIL

STA 105+99.81

19.08' RT

TYPE 1 ANCHOR

GA STD 4383

STA 105+87.31

19.08' RT

END W-BEAM GUARDRAIL

TYPE 12A ANCHOR

GA STD 4384

STA 106+99.81

19.08' LT

2' PAVED SHOULDER

12'

2' PAVED SHOULDER

S85°50'42.0"E

C CONSTRUCTION CYPRESS LAKE ROADL

-2.97%

+26.00

ENC

-2.00%

+89.00

-3.53%

+26.00

ENC

-2.00%

+89.00

GEORGIA TRANSMISSION CORPORATION

125-FT EASEMENT

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

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

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

(SEE E.R.I.T.)

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:

Project No.

REVISION DATES

4/8/2026

USER:aazzam

$PRF8$

S:\GDOT_V8i\Plot Drivers\PLOT-CONFIG_microstation-V8i\HLEGDOT_Pen_table.tbl c:\bms\bcc-pw-01\abdullah azzam\d0271125\0000E15_13.dgn

E F

F I L

E F

10:13:56 AM

E F

0002-13

CONSTRUCTION PLAN

T C

H L

I N

E S

T A

R A

W I N

G N o

20 80

SCALE IN FEET

0 40

EXISTING FILL TO BE

REMOVED (PAID FOR IN

THE OVERALL COST BID

FOR GRADING COMPLETE)

EXISTING FILL TO BE

REMOVED (PAID FOR IN

THE OVERALL COST BID

FOR GRADING COMPLETE)

100+00 101+00 102+00 103+00 104+00 105+00

130 130

135 135

140 140

145 145

150 150

155 155

160 160

165 165

P V

E L

P V

70.00' VC

K = 129.75

DS = 55 mph

155.00' VC

K = 116.81

DS = 55 mph

120.00' VC

K = 119.86

DS = 55 mph

P V

V H I

G H

P V

-0.0400% 0.4995% -0.8275%

P V

V L

O W

106+00 107+00 108+00

130 130

135 135

140 140

145 145

150 150

155 155

160 160

165 165

120.00' VC

K = 119.86

DS = 55 mph

P V

0.1737%

V L

VERTICAL: 1" = 10'

HORIZONTAL: 1" = 40'

SCALE

DESIGN SPEED = 55 MPH

CYPRESS LAKE ROAD

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

Project No.

REVISION DATES

4/8/2026

USER:aazzam

$PRF8$

S:\GDOT_V8i\Plot Drivers\PLOT-CONFIG_microstation-V8i\HLEGDOT_Pen_table.tbl c:\bms\bcc-pw-01\abdullah azzam\d0271125\0000E15_15.dgn

E F

F I L

E F

10:14:21 AM

E F

0001-15

MAINLINE PROFILE

STA. 98+00.00

CYPRESS LAKE ROAD

BEGIN PROJECT

STA. 100+30.00

CYPRESS LAKE ROAD

BEGIN FULL DEPTH CONSTRUCTION

BEGIN CONSTRUCTION

EXISTING GROUNDLINE

PROFILE GRADE LINE

EXISTING GROUNDLINE

STA. 108+26.00

CYPRESS LAKE ROAD

END FULL DEPTH CONSTRUCTION

END CONSTRUCTION

STA. 110+00.00

CYPRESS LAKE ROAD

END PROJECT

EL 149.76

STA. 103+38.00

BEGIN BRIDGE

EL 149.69

STA. 104+66.00

END BRIDGE

BULLOCH COUNTY

BRIDGE CONSTRUCTION ACCESS PLANS

BRIDGE

LIMITS OF WORK

SCALE IN FEET

0 40 80

EASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

LOCATION

ACCESS AND PAD

BRIDGE ACCESS, CRANE

ACCESS FILL, WORK

LIMITS OF TEMPORARY

PAD LOCATION

ACCESS, CRANE ACCESS AND

ACCESS FILL, WORK BRIDGE

LIMITS OF TEMPORARY

RIP RAP APRON

LIMITS OF PERMANENT

RIP RAP APRON

LIMITS OF PERMANENT

BUFFER

ESA 25' STREAM

may be subject to additional mitigation requirements.

and associated roads, unless coordinated with the US Army Corps of Engineers. Impact changes to waters of the U.S shall be allowed due to the relocation of temporary work bridges category of impact(s), recourse(s) impacted, and/or duration of impact(s) with respect condition in the field require it. However, no change in the amount of impact(s),

3. Placement of temporary work bridges and associated access road(s) may be shifted if the U.S. is not permitted at this location.

2. Temporary fill (e.g., jetties, bulkheads, debris containment structures) within waters of material in physical effect or functional use and effect.

Act when such placement is used in a manner essentially equivalent to a discharge of fill in the waters of the U.S. will require authorization under Section 404 of the Clean Water limits of waters of the U.S., unless shown otherwise. Temporary work bridge piles placed fill associated with the temporary work bridge shall be allowed within the delineated

1. Temporary work bridges may be used for this project. No permanent and/or temporary

ORANGE BARRIER FENCE

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

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

REQ'D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

BUFFER

ESA 25' STREAM

4/3/2026

USER:achawda S:\GDOT_V8i\Plot Drivers\PLOT-CONFIG_microstation-V8i\HLEGDOT_Pen_table.tbl c:\bms\bcc-pw-01\aishwary chawda\d0291411\1025118 20-0001 Bridge construction access Alt 1A .dgn9:37:58 AM

G20EDG

$PRF8$

REVISION DATES

7/31/2015

CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

P.I. No.

DRAWING No.

20-0001

CR 153 (CYPRESS LAKE RD)

OVER DRY BRANCH, BULLOCH COUNTY

E-15

REQ'D R/W

101+00 102+00 103+00 105+00 106+00 107+00

S85°50'42.0"E

104+00

S85°50'42.0"E

C CONSTRUCTION CYPRESS LAKE ROAD

100+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

100+30.00

-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

-6.00% -2.08% -3.95% -6.00%

100+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

-6.00% -2.05% -3.12% -6.00%

¡ CONSTRUCTION CYPRESS LAKE ROAD

101+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

-6.00% -2.00% -2.00% -6.00% 2:1

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

Project No.

REVISION DATES

4/8/2026

USER:aazzam

$PRF8$

S:\GDOT_V8i\Plot Drivers\PLOT-CONFIG_microstation-V8i\HLEGDOT_Pen_table.tbl c:\bms\bcc-pw-01\abdullah azzam\d0271125\0000E15_23.dgn

E F

F I L

E F

10:14:41 AM

E F

0001-23

EARTHWORK CROSS SECTIONS

10 40

SCALE IN FEET

0 20

BULLOCH COUNTY

STA 100+30.00

CYPRESS LAKE ROAD

BEGIN FULL DEPTH CONSTRUCTION

BEGIN CONSTRUCTION

STA 98+00.00

CYPRESS LAKE ROAD

BEGIN PROJECT

101+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

-6.00% -2.00% -2.00% -2.00%-6.00% 2:1

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

140 140

150 150

160 160

-2.00% -2.00% -2.00% -2.00% 2:1

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

140 140

150 150

160 160

-2.00% -2.00% -2.00% -2.00%

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

140 140

150 150

160 160

2:1 2:

-2.00% -2.00% -2.00% -2.00%

143.33

¡ CONSTRUCTION CYPRESS LAKE ROAD

EXISTING FILL TO BE REMOVED -2.00% 103+38.00

-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

-2.00%

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

Project No.

REVISION DATES

4/8/2026

USER:aazzam

$PRF8$

S:\GDOT_V8i\Plot Drivers\PLOT-CONFIG_microstation-V8i\HLEGDOT_Pen_table.tbl c:\bms\bcc-pw-01\abdullah azzam\d0271125\0000E15_23.dgn

E F

F I L

E F

10:14:43 AM

E F

0002-23

SCALE IN FEET

0 20

BULLOCH COUNTY

STA 103+38.00

BEGIN BRIDGE

-2.00%

104+66.00

-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%

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

-2.00% -2.00% -2.00% -2.00% 2:1

1 2

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

-2.00% -2.00% -2.00% -2.00% 2:1

¡ CONSTRUCTION CYPRESS LAKE ROAD

EXISTING FILL TO BE REMOVED

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

-2.00% -2.00% -2.00% -6.00% 2:1

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

Project No.

REVISION DATES

4/8/2026

USER:aazzam

$PRF8$

S:\GDOT_V8i\Plot Drivers\PLOT-CONFIG_microstation-V8i\HLEGDOT_Pen_table.tbl c:\bms\bcc-pw-01\abdullah azzam\d0271125\0000E15_23.dgn

E F

F I L

E F

10:14:45 AM

E F

0003-23

SCALE IN FEET

0 20

BULLOCH COUNTY

STA 104+66.00

END BRIDGE

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

-2.00% -2.00% -2.00% -6.00% 2:1

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

-2.00% -2.00% -2.00% -6.00% 2:1

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

140 140

150 150

160 160

2:1 2:

-6.00%-2.00% -2.00% -2.00% -6.00%

2:1

145.00

.7 4-

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

140 140

150 150

160 160

-6.00% -2.29% -2.45% -6.00%2:1

¡ CONSTRUCTION CYPRESS LAKE ROAD

-3.53% 108+20.00

-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

-6.00% -2.97% -6.00%

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

Project No.

REVISION DATES

4/8/2026

USER:aazzam

$PRF8$

S:\GDOT_V8i\Plot Drivers\PLOT-CONFIG_microstation-V8i\HLEGDOT_Pen_table.tbl c:\bms\bcc-pw-01\abdullah azzam\d0271125\0000E15_23.dgn

E F

F I L

E F

10:14:46 AM

E F

0004-23

SCALE IN FEET

0 20

BULLOCH COUNTY

STA 108+26.00

CYPRESS LAKE ROAD

END FULL DEPTH CONSTRUCTION

END CONSTRUCTION

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

140 140

150 150

160 160

¡ CONSTRUCTION CYPRESS LAKE ROAD

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

Project No.

REVISION DATES

4/8/2026

USER:aazzam

$PRF8$

S:\GDOT_V8i\Plot Drivers\PLOT-CONFIG_microstation-V8i\HLEGDOT_Pen_table.tbl c:\bms\bcc-pw-01\abdullah azzam\d0271125\0000E15_23.dgn

E F

F I L

E F

10:14:48 AM

E F

0005-23

SCALE IN FEET

0 20

BULLOCH COUNTY

STA 110+00.00

END PROJECT

##"W

##"W www. Georgia811.com

TEMPORARYEXISTING PROPOSEDPROPOSED TYPE OF UTILITY

UTILITY LINECODES

TO BE REMOVEDEXISTING

OVERHEAD

UNDERGROUND

UTILITY SYMBOLS

TEMPORARYPROPOSEDEXISTING

ELECTRIC

GUY WIRE

ELECTRIC/CABLE TV

CABLE TV

ELECTRIC/TELECOMMUNICATIONS

TELECOMMUNICATIONS

ELECTRIC/TELECOMMUNICATIONS/CABLE TV

STAND PIPE

BACKFLOW PREVENTER

PRESSURE INDICATOR VALVE

AIR RELEASE VALVE

CLEANOUT

GREASE TRAP

AIR RELEASE VALVE

WATER VALVE

WATER METER

WATER MANHOLE

WATER VAULT

SANITARY SEWER MANHOLE

GAS PRESSURE REGULATOR

PETROLEUM VALVE

GAS VAULT

GAS MANHOLE

GAS VALVE

GAS METER

SANITARY SEWER FORCE MAIN VALVE

WATER VALVE MARKER

TELECOMUNICATIONS/CABLE TV

GAS TEST STATION

(INCLUDES ASSOCIATED VALVE)

FIRE HYDRANT ASSEMBLY

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

GAS YARD LIGHT POLE

GAS VALVE MARKER

PETROLEUM VALVE MARKER

VALVE MARKER

SANITARY SEWER FORCE MAIN

TRANSFORMER

SPLICE BOX

PHONE BOOTH

ELECTRIC MANHOLE

ELECTRIC METER

ELECTRIC BOX

CABLE TV MANHOLE

UTILITY POLE/GUY POLE

TELECOMMUNICATIONS MANHOLE

TELECOMMUNICATIONS PEDESTAL

CABLE TV PEDESTAL

GUY ANCHOR

TRANSMISSION TOWER

ELECTRIC HAND HOLE

ELECTRIC YARD LIGHT POLE

SATELLITE DISH

TELECOMMUNICATIONS HANDHOLE

CABLE TV HANDHOLE

VENT

LIGHT POLE

(aka "SLICK")

SUBCRIBER LOOP CARRIER

CABLE TV CABINET

TELECOMMUNICATIONS CABINET

ELECTRIC LINE MARKER U/G

CABLE TV LINE MARKER U/G

TELECOMMUNICATIONS LINE MARKER U/G

WATER LINE MARKER U/G

SANITARY SEWER FORCE MAIN LINE MARKER U/G

PETROLEUM LINE MARKER U/G

GAS LINE MARKER U/G

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

Project No.

REVISION DATES

4/8/2026

USER:aazzam

$PRF8$

S:\GDOT_V8i\Plot Drivers\PLOT-CONFIG_microstation-V8i\HLEGDOT_Pen_table.tbl c:\bms\bcc-pw-01\abdullah azzam\d0271125\0000E15_24.dgn

E F

F I L

E F

10:15:04 AM

E F

000A-24

UTILITY PLANS

811before you dig.Contact

WETLAND 2

ESA-WETLAND BOUNDARY

ESA- 25'STREAM BUFFER

O W

A N

C H

EXIST R/W

REQ'D R/W

N/F

JOHN F. RUSHING, JR.

PIN 047 000033 003

DB 2589, PG 309

N/F

JESSICA NICOLE &

KIMBERLY MICHEL BROWN

PIN 047B000016 000

DB 2665, PG 71

PB 63, PG 130

N/F

WHITNEY WASDEN

PIN 047 000028 000

DB 2338, PG 27

PB 66, PG 355

N/F

KRL #1, LLC

PIN 047 000027 000

DB 2623, PG 494

PB 16, PG 88

STA 100+30.00

CYPRESS LAKE ROAD

BEGIN FULL DEPTH CONSTRUCTION

BEGIN CONSTRUCTION

STA 104+66.00

BEGIN APPROACH SLAB

GA STD 9017R

END BRIDGE

STA 103+38.00

BEGIN BRIDGE

GA STD 9017R

END APPROACH SLAB

S85°50'42.0"E

C CONSTRUCTION CYPRESS LAKE ROADL

E 751383.1722 N 870885.0845

STA. 98+00.00

CYPRESS LAKE ROAD

BEGIN PROJECT

GEORGIA TRANSMISSION CORPORATION

125-FT EASEMENT

EC1 E

148.82

SEC

148.88

EC E

148.68

EC1

148.67

SEC

148.77

148.69

EC1 B

148.79

SEC

148.88

EC B

148.77

VYVE Internet Line

EEMC THREE PHASE DIST LINE

BULLOCH SOULTION FIBER LINE

GPC

GTC VIDALIA - STATESBORO 230 KV TL C/L

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

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

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

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

Project No.

REVISION DATES

4/8/2026

USER:aazzam

$PRF8$

S:\GDOT_V8i\Plot Drivers\PLOT-CONFIG_microstation-V8i\HLEGDOT_Pen_table.tbl c:\bms\bcc-pw-01\abdullah azzam\d0271125\0000E15_24.dgn

E F

F I L

E F

10:15:08 AM

E F

0001-24

T C

H L

I N

E S

T A

R A

W I N

G N o

20 80

SCALE IN FEET

WETLAND 2

ESA-WETLAND BOUNDARY

WETLAND 1

EXIST R/W

N/F

KRL #1, LLC

PIN 047 000027 000

DB 2623, PG 494

PB 16, PG 88

N/F

WHITNEY WASDEN

PIN 047 000028 000

DB 2338, PG 27

PB 66, PG 355

N/F

WHW GROUP, LLC

PIN 047 000028 002

DB 2522, PG 384

PB 67, PG 187

E 752579.8804 N 870795.2639

STA. 110+00.00

CYPRESS LAKE ROAD

END PROJECT

STA 108+26.00

CYPRESS LAKE ROAD

END FULL DEPTH CONSTRUCTION

END CONSTRUCTION

S85°50'42.0"E

C CONSTRUCTION CYPRESS LAKE ROADL

GEORGIA TRANSMISSION CORPORATION

125-FT EASEMENT

-1

A X

N J

GPC/50'

NSA

GPC/40'

GPC/50'

GPC

VYVE Internet Line

EEMC THREE PHASE DIST LINE

FOMK

UCBUCB

BULLOCH SOULTION FIBER LINE

GTC VIDALIA - STATESBORO 230 KV TL C/L

75' STEEL LATTICE H-FRAME

GTC STR. #139

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

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

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

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

Project No.

REVISION DATES

4/8/2026

USER:aazzam

$PRF8$

S:\GDOT_V8i\Plot Drivers\PLOT-CONFIG_microstation-V8i\HLEGDOT_Pen_table.tbl c:\bms\bcc-pw-01\abdullah azzam\d0271125\0000E15_24.dgn

E F

F I L

E F

10:15:09 AM

E F

0002-24

T C

H L

I N

E S

T A

R A

W I N

G N o

20 80

SCALE IN FEET

WETLAND 2

ESA-WETLAND BOUNDARY

ESA- 25'STREAM BUFFER

O W

A N

C H

EXIST R/W

REQ'D R/W

N/F

JOHN F. RUSHING, JR.

PIN 047 000033 003

DB 2589, PG 309

N/F

JESSICA NICOLE &

KIMBERLY MICHEL BROWN

PIN 047B000016 000

DB 2665, PG 71

PB 63, PG 130

N/F

WHITNEY WASDEN

PIN 047 000028 000

DB 2338, PG 27

PB 66, PG 355

N/F

KRL #1, LLC

PIN 047 000027 000

DB 2623, PG 494

PB 16, PG 88

STA 100+30.00

CYPRESS LAKE ROAD

BEGIN FULL DEPTH CONSTRUCTION

BEGIN CONSTRUCTION

STA 104+66.00

BEGIN APPROACH SLAB

GA STD 9017R

END BRIDGE

STA 103+38.00

BEGIN BRIDGE

GA STD 9017R

END APPROACH SLAB

S85°50'42.0"E

C CONSTRUCTION CYPRESS LAKE ROADL

E 751383.1722 N 870885.0845

STA. 98+00.00

CYPRESS LAKE ROAD

BEGIN PROJECT

B R

G E

E S

B E F O

R E

R O

A D

B r a n c h

D ry

B r a n c h

D ry

2.1

9.8 3 19.0

2.1

I2-2_36x12;

1.5" Radius, 0.5" Border, White on, Green;

"Dry Branch", E Mod 2K 30% spacing;

BranchDry

BEGIN THERMOPLASTIC

PAVEMENT MARKING

TIE TO EXISTING

STA 100+30.00

6" SOLID DOUBLE YELLOW

THERMOPLASTIC STRIPING

RPM TP1, 2 EA SPACED AT 40'

6" SOLID WHITE

THERMOPLASTIC STRIPING

PREFORMED PLASTIC SOLID

PVMT MARKING 9 IN,WHITE, TP PB

PREFORMED PLASTIC

SOLID PVMT MARKING 9 IN,

DOUBLE YELLOW, TP PB

RPM TP1, 2 EA SPACED AT 40'

END PREFORMED PLASTIC PAVEMENT MARKING

BEGIN THERMOPLASTIC TRAFFIC STRIPING

STA 104+67.50

END THERMOPLASTIC

TRAFFIC STRIPING

BEGIN PREFORMED PLASTIC

PAVEMENT MARKING

STA 103+36.50

TYPE 2 WHITE

DELINEATORS

TYPE 2 WHITE

DELINEATORS

TYPE 2 WHITE

DELINEATORS

TYPE 2 WHITE

DELINEATORS

TYPE 2 WHITE

DELINEATORS

TYPE 2 WHITE

DELINEATORS

TYPE 2 WHITE

DELINEATORS

TYPE 2 WHITE

DELINEATORS

1. PLACE RAISED PAVEMENT MARKER

ACCORDING TO GDOT DETAIL T-11A

AND T-15C.

2. TYPE 2 DELINEATORS SHALL BE

PLACED IN ACCORDANCE WITH GA

DETAIL T-22B

STA 103+20.49

I2-2 (36X12)

STA 104+80.49

I2-2 (36X12)

6" SOLID WHITE

THERMOPLASTIC STRIPING

6" SOLID DOUBLE YELLOW

THERMOPLASTIC STRIPING

RPM TP1, 2 EA SPACED AT 40'

STA 98+43

W8-13 (36X36)

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

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

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

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

Project No.

REVISION DATES

4/8/2026

USER:aazzam

$PRF8$

S:\GDOT_V8i\Plot Drivers\PLOT-CONFIG_microstation-V8i\HLEGDOT_Pen_table.tbl c:\bms\bcc-pw-01\abdullah azzam\d0271125\0000E15_26.dgn

E F

F I L

E F

10:15:29 AM

E F

0001-26

SIGNING AND MARKING PLANS

T C

H L

I N

E S

T A

R A

W I N

G N o

20 80

SCALE IN FEET

WETLAND 2

ESA-WETLAND BOUNDARY

WETLAND 1

EXIST R/W

N/F

KRL #1, LLC

PIN 047 000027 000

DB 2623, PG 494

PB 16, PG 88

N/F

WHITNEY WASDEN

PIN 047 000028 000

DB 2338, PG 27

PB 66, PG 355

N/F

WHW GROUP, LLC

PIN 047 000028 002

DB 2522, PG 384

PB 67, PG 187

E 752579.8804 N 870795.2639

STA. 110+00.00

CYPRESS LAKE ROAD

END PROJECT

STA 108+26.00

CYPRESS LAKE ROAD

END FULL DEPTH CONSTRUCTION

END CONSTRUCTION

S85°50'42.0"E

C CONSTRUCTION CYPRESS LAKE ROADL

B R

G E

E S

B E F O

R E

R O

A D

END THERMOPLASTIC

PAVEMENT MARKING

TIE TO EXISTING

STA 108+26.00

6" SOLID DOUBLE YELLOW

THERMOPLASTIC STRIPING

RPM TP1, 2 EA SPACED AT 40'

STA 109+61.00

W8-13 (36X36)

6" SOLID WHITE

THERMOPLASTIC STRIPING

TYPE 2 WHITE

DELINEATORS

TYPE 2 WHITE

DELINEATORS

TYPE 2 WHITE

DELINEATORS

TYPE 2 WHITE

DELINEATORS

1. PLACE RAISED PAVEMENT MARKER

ACCORDING TO GDOT DETAIL T-11A

AND T-15C.

2. TYPE 2 DELINEATORS SHALL BE

PLACED IN ACCORDANCE WITH GA

DETAIL T-22B

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

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

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

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

Project No.

REVISION DATES

4/8/2026

USER:aazzam

$PRF8$

S:\GDOT_V8i\Plot Drivers\PLOT-CONFIG_microstation-V8i\HLEGDOT_Pen_table.tbl c:\bms\bcc-pw-01\abdullah azzam\d0271125\0000E15_26.dgn

E F

F I L

E F

10:15:31 AM

E F

0002-26

SIGNING AND MARKING PLANS

T C

H L

I N

E S

T A

R A

W I N

G N o

20 80

SCALE IN FEET

T -T

O -O

U T

G U

T T

E R

T O

G U

T T

E R

BEGIN BRIDGE B.F.B.W.

STA. 103+38.00

END BRIDGE B.F.B.W.

STA. 104+66.00

E L

S T

E N

D B

G E

B .F

.B .W

E L

S T

B E

B R

E B

.F .B

2 2

TOTAL LENGTH OF BRIDGE = 128'-0"

APPROXIMATE LIMITS OF TOP OF BANK

PGL E

S T

E L

S T

42'-8"

APPROXIMATE ORIGINAL GROUNDLINE

2 3

EL. = 144.96

50 YR FLOODSTAGE

1'-5"

90°-00'-00", TYP

PLAN

TO REGISTER TO STATESBORO

c BENT 2 c BENT 3

ELEVATION

20'-0"

LIMIT, TYP.

RIP RAP

VERTICAL CURVE DATA

E L

P V

I S

T A

+0.4995% -0.8275%

155 FT V.C.

(TO BE REMOVED)

APPROXIMATE LIMITS OF EXISTING BRIDGE

BRIDGE SERIAL NO.

BRIDGE I.D. NO.

031-5009-0

031-00153X-001.54W

EL. = 145.33

100 YR FLOODSTAGE

EL. = 146.62

500 YR FLOODSTAGE

42'-8" 42'-8"

SCALE: 1" = 10'-0", UNLESS OTHERWISE NOTED

35-0001

S 85°-50'-42" E

B.F.B.W. BENT 4B.F.B.W. BENT 1

PROPOSED GROUNDLINE

= PGL

= c BRIDGE c CONST CR 153 (CYPRESS LAKE ROAD)

1'-1"

FOR DETAILS AND PAYMENT)

(SEE ROADWAY PLANS

BE REMOVED, TYP.

EXISTING FILL TO

NO SCALE

CAP

2'-0"

B.F.B.W.

2'-0"

BERM

MIN.

PLASTIC FILTER FABRIC

ORIGINAL

GROUND

8'-0"

RIP RAP APRON

EXTEND RIP RAP AND FILTER FABRIC ACROSS BERM.

OF WINGWALLS UNLESS OTHERWISE NOTED. WHERE BERM

RIP RAP DETAIL

RIP RAP SHOULD BE EMBEDDED FLUSH TO THE SURROUNDING

ORIGINAL GROUNDLINE.

ORIGINAL GROUND TO 2 FT ABOVE FLOODSTAGE.

EXTEND RIP RAP AND FILTER FABRIC 20 FT BEYOND END

PLACE RIP RAP AND FILTER FABRIC FROM 2 FT BELOW

ELEVATION IS LOWER THAN 2 FT ABOVE FLOODSTAGE,

FLOODSTAGE (100 YR FLOOD)

FIX

EXP EXP EXP

PLAN AND ELEVATION

BENT.

INTERSECTION OF PROFILE GRADE LINE AND B.F.B.W. OR CENTERLINE

STATIONS AND ELEVATIONS ARE ALONG PROFILE GRADE LINE AT THE 4.

SLOPE NORMAL TO END BENT.3.

END BENT PILES NOT SHOWN.2.

ALL BENTS ARE PARALLEL TO BENT 1.1.

NOTES

F L

O W

USER:etadeo 4/1/2026 11:58:27 AM

BULLOCH COUNTY

DEPARTMENT OF TRANSPORTATION

REVIEWED

APPROVED

pw://bcc-pw.bentley.com:bcc-pw-01/Documents/CONNECT_Projects/Worksets/Georgia/GDOT/1025118 Cypress Lake Road/400_Discipline/1025118/416_STRUC/Final/1025118 35-0001 PE.dgn

DESIGN GROUP

CHECKEDDESIGNED

DRAWN

B Y

1 INCH WHEN PRINTED FULL SIZE

BRIDGE SHEET

DRAWING NO.

R E

S D

A T

BRIDGE NO. 1

BULLOCH COUNTY

OVER DRY BRANCH

APRIL 2026

TBS/MSET/FRB

AC/ETOF 1 1

CR 153 (CYPRESS LAKE ROAD)

E-15

PROJECT NO.

E-15

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

(DESIGNED FOR SEISMIC PERFORMANCE ZONE 2, AS = 0.203, SD1 = 0.214)

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

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

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

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

TRAFFIC DATA

GENERAL NOTES (CONT'D) DESIGN DATA

TRAFFIC -------------------------------------------------- ADT = 3,626 (2026)

DESIGN SPEED --------------------------------------------------------- 55 MPH

PSC BEAMS -------------------------------- CLASS AAA, u = 6,500 PSI

PSC BEAM ALLOWABLE TENSION -------------------------------- 484 PSI

PAY ITEM

NUMBER QUANTITY UNIT PAY ITEM

SUMMARY OF QUANTITIES

TRUCKS ------------------------------------------------------------------- 8%

603-7000 516 SY PLASTIC FILTER FABRIC

603-2018 516 SY STN DUMPED RIP RAP, TP 1, 18 IN

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

533-0010 541 SY BRIDGE DECK WATERPROOFING MEMBRANE, METHOD A

523-1100 3 EA DYNAMIC PILE TEST

520-4324 1 EA LOAD TEST, METAL SHELL, 24 IN OD (IF REQD)

520-4318 1 EA LOAD TEST, METAL SHELL, 18 IN OD (IF REQD)

520-1324 539 LF PILING, METAL SHELL, 24 IN OD

520-1318 543 LF PILING, METAL SHELL, 18 IN OD

511-3000 LUMP LS SUPERSTR REINF STEEL, BR NO - 1 (4308)

511-1000 9588 LB BAR REINF STEEL

507-1021 1764 LF PSC CORED SLAB BEAMS, 21 IN, BR NO - 1

500-3101 68 CY CLASS A CONCRETE

500-2100 252 LF CONCRETE BARRIER

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

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

GENERAL NOTES

METAL SHELL PILES: ---------------------------------- GRADE 3, o = 45,000 PSI

ADT = 4,007 (2046)

NO SCALE

35-0002

DRAINAGE AREA -------------------------------------------------- 15.6 SQ MILES

TOTAL MEAN

VELOCITYDISCHARGE

AREA OF OPENING

BACKWATER

DRAINAGE DATA

UNDER FLOODSTAGE

500 YEAR

100 YEAR

50 YEAR

3300 CFS

2300 CFS

1900 CFS

6.89 FPS

5.29 FPS

4.70 FPS

483 SQ FT

435 SQ FT

404 SQ FT

1.32 FT

1.00 FT

0.84 FT

BRIDGE CONSISTS OF

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

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

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

4 - END POST AND GUARDRAIL ATTACHMENT DETAIL --------- GA. STD. 2054 (9-30-02)

2 - METAL SHELL PILE INTERMEDIATE BENTS ----------------------- SPECIAL DESIGN

2 - METAL SHELL PILE END BENTS -------------------------------- SPECIAL DESIGN

3 - 42'-8", 21 IN, PSC CORED SLAB BEAM SPANS ------------------ SPECIAL DESIGN

JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK.

THIS INCLUDES THE COST OF ELASTOMERIC BEARING PADS, WATERPROOFING,

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

SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL

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

A SET.

SHOP DRWAING SUBMISSION - SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS

INCLUDE COST OF GROUT IN THE PRICE BID FOR `PSC CORED SLAB BEAMS."

506 MAY BE USED.PREPACKAGED MATERIAL MUST BE AN APPROVED NON-SHRINK GROUT.

MORTAR ON SITE, PRE-MIXED BAG MORTAR MEETING THE REQUIREMENTS IN SECTION

MINIMUM OF 5 DAYS BEFORE CASTING CONCRETE BARRIERS. IN LIEU OF MIXING

GROUT AS PER SECTION 506 OF THE GEORGIA DOT SPECIFICATIONS. CURE GROUT A

GROUT - FILL ALL SHEAR KEYS AND ANCHOR HOLES WITH 5,000 PSI 3 DAY STRENGTH

SEE QPL-22 FOR APPROVED WATERPROOFING MATERIALS.

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

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

ACCORDANCE WITH SECTION 533 OF THE GEORGIA DOT SPECIFICATIONS AND THE

WATERPROOFING MEMBRANE -INSTALL APPROVED BRIDGE DECK WATERPROOFING MEMBRANE IN

SUBMITTED.

SPECIFICATIONS. INCLUDE COST OF RUBBERIZED ASPHALT IN THE OVERALL BID

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

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

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

SALVAGED FOR USE BY BULLOCH COUNTY.

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

THE GEORGIA DOT SPECIFICATIONS.

BRIDGE REMOVAL - REMOVE EXISTING BRIDGE AS PER SUB-SECTION 540.3.05 OF

SHIELDED METAL ARC WELDING.

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

CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING USE

CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION A CURRENT WELDING

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

FORMED HOLES.

THE GEORGIA DOT SPECIFICATIONS. STIRRUPS MAY BE SHIFTED SLIGHTLY TO CLEAR

GROUT IN PLACE SIMILAR TO ANCHOR BOLTS, SEE SUB-SECTION 501.3.05.B.3 OF

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

SPECIFICATIONS.

SUB-SECTION 520.3.05.M AND SUB-SECTION 855.2.01.A.1 OF THE GEORGIA DOT

24". USE THESE SHELL THICKNESSES IN LIEU OF THOSE CALLED FOR IN

OUTSIDE DIAMETER OF 18" AND 1/2" FOR PILES HAVING AN OUTSIDE DIAMETER OF

METAL SHELL PILES- USE A MINIMUM SHELL THICKNESS OF 5/16" FOR PILES HAVING AN

REGARDLESS OF ENCASEMENT.

PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING,

BELOW GROUND FOR END BENT PILING. EXTEND COATING FROM BOTTOM OF CAP OR

OF THE GEORGIA DOT SPECIFICATIONS. EXTEND COATING FROM TOP OF PILE TO 2FT

SPECIAL PROTECTIVE COATING NO. 2P IN ACCORDANCE WITH SECTIONS 520 AND 535

SPECIAL PROTECTIVE COATING - CLEAN AND PAINT PILES AND SWAYBRACING WITH

SPECIFICATIONS.

ACCORDANCE WITH SUB-SECTION 520.3.05.M OF THE GEORGIA DOT SPECIFICATIONS.

PILE CLOSURE PLATE DETAIL - USE CLOSURE PLATE OPTION 1 AT THIS SITE IN

4 103.00

3 103.00

2 103.00

1 103.00

BENT NUMBER PILE TIP ELEVATION

AND RESTRIKE WITH A WARM HAMMER.

THE PILE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE A MINIMUM…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 1, 2026.