Project Information

Bid Title

St. Marys Road Western Intersection Improvements (Intersection at Still Waters Rd)

Issuing Agency

St. Marys city

Location

Georgia

Published Date

Apr 10, 2026

Closing Date

May 20, 2026

Government Level

State & Local

Status

Closed

Original Source

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Bid Inquiries

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Bid Documents

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Project Description

Description	Opening Date/Time	Closing Date/Time
Invitation to Bid St. Marys Road Western Intersection Improvements (Intersection at Still Waters Rd)	April 10, 2026 4:00 PM	May 20, 2026 2:00 PM

Attachment Preview

9/12/2025

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GDOT_ETM.tbl

LOCATION SKETCH

THIS PROJECT HAS BEEN PREPARED

USING THE HORIZONTAL GEORGIA

COORDINATE SYSTEM OF 1984 (NAD

1983)/94 WEST ZONE, AND THE NORTH

AMERICAN VERTICAL DATUM (NAVD)

OF 1988.

A 14G.8S318

A 14G.5S357

A 14G.5S326

1A4B.B6824

1A7T.B2275

A 41.4F0.N-6FC4TA. 1HIGH HOG_WIRE

1A4F.N2C3A2

1A4G.S258

BACK FLOW

1A5G.0S363

1A4G.8S374

1A4G.7S345

A 14B.B8725

1AA 151A B3B.5B T3.B2.B 7288262678

A 16T.B7277

1A7T.B2266

A 14B.B4430

A 19T.B2353

APP4

54.38

A 14B.B5029

A 18T.B5382

A 13F.N2C8A8

1A51AT.5PF3.N D93C33A9

* SERVICE_BOX (OWNER: ATT)

A 17T.B5A 13221A3B 142X .B 1A 8I.N D 6572T418.BR 1121C9P

1A6T.B6390

A 16G.1S409

1A4G.9S488

1A6T.B9A010

A 15G.3S407

A 15B.B9A59

A 17T.B0A39

1A5B.B9A68

A 17T.B4A68

1A7E.P7A18

1A4F.N5C6A7

1A5G.0S486

A 15G.7S435

A 15B.B2A37

A 17T.B2A17

A 17E.P7A17

1A7T.B1106

A 13B.B5423

1A4G.3S217

1A7T.B5117

A 15B.B1922

A 17T.B2168

A 13B.B4321

APP2 A 15G1A.1S4G30.Y281AA34G5.Y71AA35G6.Y0A77

17.47

1A7T.B0159

AGYA3A *13A 14TP64M .EPI8.N 7HD D 53C1ELASITD TVA1L*1A(2TO R.P7IW SD9EN2RER(O: 1AA W3BT.NB7TE82) R 0 : ATT)

A115G5.Y.03A744

A 17T.B1290

A 17E.P697

A 16T.B996

A 17E.P9130

1A7T.B7120

A 16S.S2S56

* WARNING_SIA 1G4BN.B187SPEED LIMIT 55

1A *7TF.7O 95UNDA 17T5.B /4819-I1N. I.R. W/ PLASTIC1A4BC.B2A99P STAMPED LB3624 IN GOOD CONDITION

A 15G.0S232

A 17T.B3192

A 14B.B8710

1A5G.2S234

A 15G.1S283

A 15F.N0C710

21A1A42X3BI..N D 8B07171R23CP

1A7T.B3103

A 13B.B5511

1A5G.2S206

A 16F.N0C312

1A5G.2S265

1A6F.N0C611

1A2B.B7212

A 17T.B5194

1A6T.B9195

A 15F.N8C9A6

1A5G.6S494

A 16F.N1C1A5

A 15G.8S433

A 14B.B8A66

1A7T.B0A16

A 17E.P5A56

1A7E.P588

1A7T.B181

ASSS5

16.43

* WARNING_SIGN DIVIDED HIGHWAY AHEAD

A 14B.B971

A 15G.4S291

A 15G.6S220

APP1

15.18

1GA5YG.AYA15A5G6.2Y1A81

A 15F.N6C49

* WOOD POWER POLE NO. 41834

A 15G.5S442

1A5G.9S411

A 14B.B6A65

A 16T.B8A75

A 17E.P1A95

A 15F.N3C2A4

1A5G.4S460

1A5F.N2C5A3

A 15G.1S103

A 15G.5S142

A 15G.6S359

A 14B.B3A44

ASSS7

16.30

* WARNING_SIGN SIGNAL AHEAD

A 16T.B6A44

A 16E.P9A64

1A4B.B3A83

1A6T.B6A53

A 16E.P9A63

A 14G.0S171

A 14G.7S100

A 14B.B4A72

1A4B.B2A4111A83X11AI.83D N 3XI.54D N 4R25C RPCP

1A6T.B4A31

A 17E.P0A31

1A6T.B3A92

AT4

ASSS1

16.62

* FOUND

5/A 186-EI.N P9A.9I2.R.

W/

PLASTIC

CAP

STAMPED

LB3624

IN

GOOD

CONDITION

16.47

* WARNING_SIGN SPEED LIMIT 45

1AA 1A 161A 11A C1A6C1A5611A 1A A 1.8511A C63CB X31A 7.X685B 1A .3I65C 85.3X .CB CX BB864.67D 7N 50C.ID 6.1I1..9C.B5BD 87B N 152.1557D 96N 1763B.672B97126R 62781667361R 240RCCCPPP

A 16E.P931

1A6T.B530

A 17E.P147

1A3B.B821A 1882X11AI.82D N 9XI.01D N 8R38C RPCP

H2

16.74

1A6T.B8*42FOUND 5/8-IN. I.R. W/ PLASTIC CAP STAMPED LB3624 IN GOOD CONDITION

A 17E.P363

1A7E.P579

1A7T.B174

ASSS4

16.56

* WARNING_SIGN CLICKET OR TICKET

A 15B.B264

1A6S.S4S1A 126T.B762

* COMMERCIAL_SIGN TOURIST INFO

A 14B.B658

1A5G.6S197

1A5G.6S158

A 15G.7S106

A 15F.N7C27

A 17E.P156

1A6T.B854

A 14B.B740

A 15G.0S154

A 15G.2S115

1A5F.N1C26

ASSS3

16.06

* WARNING_SIGN

YIELDA 14B.B134

A 14G.S185

A 14G.S198

1A4F.N7C95

1A3G.S675

A 13G.S269

1A3F.N4C34

1A5G.3S199

A 15F.N4C98

1A4G.1S298

A 14G.4S279

A 12B.B8115

1A 1A 1252BX.I.B7D N 62189R 4 CP

A 17T.B1284

A 14G.3S311

A 13B.B8219

1A1A4G4.GY3.YA21A899

A 14G.2S360

A 17T.B1231

A1AM3B.HB6S1128

1365I.N 60LID

1A6M.4H5S1

36IN LID

1A7P.P4A 1313B.B3917

1A3B.B2516

1A6T.B8242

A 17T.B1293

A 17D.7IR01

1A6E.P925

1A6T.B229

A 13G.S046

A 13G.S135

1A3F.N6C53

11A51XI.N D 861R0 CP

AMHS1

16.45

36IN LID

1A7E.P015

1A6T.B515

1A3B.B810

1AA 133G T41A ..OS36.3F0W 117.N -31FC3T1. HIGH HOG_WIRE

1A3G.S627

A 13F.N4C92

BEGIN PROJECT

STA. 5+74.16

ST MARYS ROAD

SCALE IN FEET

0

500

1000

2000

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

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

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

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

BIND THE DEPARTMENT OF TRANSPORTATION AND THE CITY OF ST. MARYS IN ANY WAY. THE

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

OF THE SPECIFICATIONS.

11/05/2020

CONCOV-CE

Cover01.dgn

0001

CITY OF ST. MARYS

P.I. No.

ST. MARYS INTERSECTION

IMPROVEMENTS

BID SET

9/12/2025

NOTE :

ALL REFERENCES IN THIS DOCUMENT, WHICH INCLUDES ALL PAPERS,

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

USED IN CONNECTION WITH THIS DOCUMENT, TO " STATE HIGHWAY

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

STATE HIGHWAY DEPARTMENT ", " HIGHWAY DEPARTMENT ", OR

" DEPARTMENT " WHEN THE CONTEXT THEREOF MEANS THE STATE

HIGHWAY DEPARTMENT OF GEORGIA, AND SHALL BE DEEMED TO MEAN

THE DEPARTMENT OF TRANSPORTATION.

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE CONSTRUCTION

STANDARDS AND DETAILS BOOK AND ATTACHED APPLICABLE REVISIONS. THE

CONSTRUCTION STANDARDS AND DETAILS BOOK IS AVAILABLE AT:

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

ANY REVISIONS CONTAINED WITHIN THIS PLAN SET SUPERSEDE THE CONSTRUCTION

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

LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

COUNTY

No.

P.I. No.

MILES

1.699

0.00

1.699

0.000

1.699

END PROJECT

STA. 95+45.80

PLANS PREPARED

BY:

ENGLAND-THIMS & MILLER, INC.

14775 Old St. Augustine Road

Jacksonville, FL 32258

TEL: (904) 642-8990

DESIGN

RECOMMENDED FOR

SUBMISSION BY:

DESIGN

RECOMMENDED FOR

ACCEPTANCE BY:

STATE DESIGN ENGINEER

DATE

CHIEF ENGINEER

PLANS COMPLETED

REVISIONS

DRAWING No.

01-0001

DATE$$$

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$DGN$

DRAWING NO.

DESCRIPTION

01-0001

Cover Drawing

02-0001

Index Drawing

04-0001

General Notes/Project Notes

05-0001 - 05-0003

Typical Sections

13-0001 - 13-0015

Mainline Roadway, Crossroad, Side Street, and Frontage Road Plan Drawings

23-0001 - 23-0018

Cross Sections

26-0001 - 26-0015

Signing and Marking Plans and Details - Plan Drawings

REVISION DATE DRAWING NO.

Georgia Standards

1001B

1019A

1030D1

1030D2

1030D3

1033g

1034g

1120

1122-3

1125

1401

9031S

9031T

9031U

9100

9106

Pipe Culvert Concrete Headwall

8/1/1999

Drop Inlets

8/1/1999

Concrete and Metal Pipe Culverts Sheet 1 of 3

9/1/2001

Concrete and Metal Pipe Culverts Sheet 2 of 3

9/26/2001

Concrete and Metal Pipe Culverts Sheet 3 of 3

9/26/2001

Catch Basins (For use with 6'' mountable curb and gutter.)

12/1/1985

Catch Basins - For use with Curb (6'' mountable) and Gutter (In sags or low points)

12/1/1985

Flared End Sections for Pipes.

6/9/2006

Safety End Section (Concrete) (for Side Drain pipe-or Storm Drain Pipe Parallel to

Mainline) (Sheet 3 of 3)

Inlet Headwall - Outlet Headwall.

Pavement Patching Details (Storm Drain or Utility Installations by Open Cut Across

Existing Pavement)

Median Drop Inlet (Precast or Built-in-Place) and Concrete Apron

1/28/2005

10/1/1999

8/1/1999

4/17/1996

Isometric Views of Side Road or Drive Flare Detail at Bridge ends

8/18/1995

Junction Boxes (Precast or Built-in-Place) Pipe Collars, Pipe Elbow and Pipe Curved Alignment 7/1/1985

Traffic Control General Notes, Standard Legend, and Miscellaneous Details

3/30/2006

Traffic Control Detail for Lane Closure on Six-Lane Divided Highway

9/4/2007

Construction

Details

D-1

D-3

M-3A

M-3B

T11a

T12a

T12b

T-13A

T13b

T13c

T14

T15c

Median Drain Drop Inlet

Median Drop Inlet Special Design

Median Crossovers

Type B, 32' Median Crossover

DETAILS OF PAVEMENT MARKING PLACEMENT ON NON-LIMITED ACCESS ROADWAY

DETAILS OF PAVEMENT MARKING ARROW LOCATION

DETAILS OF PAVEMENT MARKINGS - ARROWS

DETAILS OF PAVEMENT MARKING WORDS (SHEET 1 OF 2)

DETAILS OF PAVEMENT MARKING WORDS (SHEET 2 OF 2)

DETAILS OF PAVEMENT MARKING WORDS PLACEMENT (SHEET 3 OF 3)

DETAILS OF PAVEMENT MARKING HATCHING

DETAILS OF RAISED PAVEMENT MARKERS

2/11/1988

2/12/1974

4/2/2010

4/2/2010

9/15/2016

1/1/2000

11/4/2020

11/4/2020

9/15/2016

9/13/2019

11/21/2008

9/22/2011

DESCRIPTION

REVISION DATES

Georgia Department ofTransportation

OFFICEID

CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

P.I. No.

REVISION DATE

INDEX DRAWING

ST. MARY'S ROAD

DATE:

DATE:

DATE:

DATE:

DRAWING No.

02-0001

DATE$$$

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$DGN$

GENERAL NOTES

P.I. No.

1. ANY DRIVEWAYS THAT ARE TO BE RECONSTRUCTED WILL BE PAVED BACK TO THE TIE IN POINT OR REQUIRED RIGHT OF WAY, WHICHEVER IS GREATER.

ALL DRIVEWAYS OVER 11%. IN GRADE SHALL BE PAVED WITH CONCRETE. ALL OTHER DRIVEWAYS SHALL BE REPLACED AS FOLLOWS: ASPHALT FOR

ASPHALT,CONCRETE FOR CONCRETE, AND ASPHALT FOR EARTH/GRAVEL DRIVES. RESIDENTIAL DRIVES SHALL BE 14 FEET WIDE AT THE THROAT

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

DRIVEWAY LOCATIONS ARE SHOWN FROM THE BEST AVAILABLE DATA: THE CONTRACTOR SHALL CONSTRUCT DRIVEWAYS TO MATCH THE LOCATION

OF EXISTING DRIVEWAYS AT THE TIE IN POINT, IF APPLICABLE. THE CONTRACTOR SHALL OBTAIN THE APPROVAL FROM THE ENGINEER PRIOR TO

MAKING ANY REVISIONS TO LOCATION, WIDTH, AND/OR NUMBER OF DRIVES TO BE CONSTRUCTED. DRIVES SHALL BE CONSTRUCTED USING:

ASPHALT DRIVES:

RESIDENTIAL: RECYCLED ASPH CONC. 9.5 MM SUPERPAVE, TYPE II, GP 2 ONLY. INCL. BITUM MATL & H LIME (135 LB/SY)

GRADED AGGR BASE, 6 INCH

COMMERCIAL: RECYCLED ASPH. CONC. 9.5 MM SUPERPAVE, TYPE II, GP 2 ONLY. INCL. BITUM MATL & H LIME (135 LB/SY)

220 LB/SY RECYCLED ASP CONC. 19 MM SUPERPAVE, GP 1 OR 2

GRADED AGGR BASE, 6 INCH

2. ALL EXISTING PIPE AND END TREATMENTS SHALL REMAIN UNLESS OTHERWISE NOTED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. PIPE REMOVAL

SHALL BE INCLUDED IN THE OVERALL BID PRICE FOR THE PROJECT. ALL EXISTING CONCRETE OR STEEL PIPES THAT ARE TO BE ABANDONED AND LEFT

IN PLACE SHALL BE FILLED WITH FLOWABLE FILL. THE COST OF THE FLOWABLE FILL FOR THIS PURPOSE SHALL BE INCLUDED IN THE BID PRICE FOR

OTHER ITEMS.

3. NO SEPARATE PAYMENT SHALL BE MADE FOR THE INSTALLATION AND REMOVAL (OR FILLED WITH FLOWABLE FILL) OF REQUIRED TEMPORARY PIPE OR

TEMPORARY DRAINAGE STRUCTURES. ALL COSTS ASSOCIATED WITH SUCH INSTALLATIONS, REMOVALS, AND FLOWABLE FILL SHALL BE INCLUDED IN

THE COST OF GRADING COMPLETE.

4. INSTALL ORANGE BARRIER FENCE (OBF) PRIOR TO CLEARING AND GRUBBING AND PRIOR TO THE INSTALLATION OF ANY PERIMETER EROSION CONTROL.

5. A NOTICE OF INTENT (NOI) FOR STORM WATER DISCHARGE WILL BE REQUIRED FOR THIS PROJECT. THE DISTURBED AREA IS 14.10 ACRES.

6. AT LOCATIONS WHERE NEW PAVEMENT IS TO BE PLACED ADJACENT TO EXISTING PAVEMENT, A SAWED JOINT SHALL BE PLACED TO PROVIDE A NEAT

LINE FOR THE CONSTRUCTION JOINT. THE COST OF ASPHALT SAWED JOINTS, WHEN REQUIRED, SHALL BE INCLUDED IN OVERALL BID PRICE OF PROJECT.

7. ALL BORROW AND WASTE SITES FOR THIS PROJECT SHALL BE ENVIRONMENTALLY APPROVED PRIOR TO CONSTRUCTION ACTIVITIES OCCURRING IN

THEM. ALL COMMON FILL OR EXCESS MATERIAL DISPOSED OF OUTSIDE THE PROJECT RIGHT OF WAY SHALL BE PLACED IN EITHER A PERMITTED SOLID

WASTE FACILITY, A PERMITTED INERT WASTE LANDFILL OR IN AN ENGINEERED FILL. SEE SECTION 201 OF THE STANDARD SPECIFICATIONS AND

SUPPLEMENTS THERETO FOR ADDITIONAL INFORMATION.

8. THERE IS NO KNOWN SUITABLE PLACE TO BURY EXISTING BRIDGE/CONSTRUCTION DEBRIS WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL

PROVIDE AN ENVIRONMENTALLY APPROVED SITE AS SHOWN IN GA. SPECIFICATION 201 TO DISPOSE OF EXISTING BRIDGE/CONSTRUCTION DEBRIS AT

NO ADDITIONAL COST.

9. THE COST FOR ANY REQUIRED SHORING SHALL BE INCLUDED IN THE OVERALL BID PRICE FOR GRADING COMPLETE.

10. UTILITY LOCATION WAS PERFORMED BY SUE, LEVEL B, AND SUPPLEMENTED BY UTILITY OWNER MARK-UPS.

11. THE CONTRACTOR WILL BE REQUIRED TO ATTEND A PRE-CONSTRUCTION CONFERENCE WITH THE GOVERNMENTAL AGENCY IN CHARGE OF

THE PROJECT.

12. THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND INSPECTIONS AS REQUIRED FOR APPROVAL OF THE WORK

WITH THE GOVERNMENTAL AGENCY WITH JURISDICTION.

13. THE CONTRACTOR WILL BE RESPONSIBLE FOR COST AND COORDINATION WITH LOCAL UTILITY COMPANIES OR AGENCIES FOR RELOCATING OF, OR

CONNECTION TO, ALL EXISTING UTILITIES INCLUDING POWER AND TELEPHONE POLES AND WIRES.

14. ALL ELEVATIONS ARE BASED ON DATUM, NAVD 88.

15. REMOVAL AND REPLACEMENT OF UNSUITABLE SUB-GRADE MATERIAL WILL BE PAID FOR ON A CUBIC YARD BASIS IN PLACE MEASUREMENT, AT SUCH

AUTHORIZED PRICE PER CUBIC YARD, AS AUTHORIZED BY THE ENGINEER.

16. THE CONTRACTOR SHALL KEEP ACCURATE RECORDS FOR "AS-BUILTS" PURPOSES AND PROVIDE THIS INFORMATION TO THE ENGINEER AT THE

COMPLETION OF THE PROJECT. IF THE CONTRACTOR FAILS TO FURNISH A COMPLETE ACCURATE RECORD, THE ENGINEER WILL OBTAIN THE

NECESSARY INFORMATION AND CHARGE THE CONTRACTOR FOR THE SERVICES. THE ENGINEER WILL REVIEW AS-BUILTS PROVIDED BY THE

CONTRACTOR FOR ACCURACY. "AS BUILT" INFORMATION WILL INCLUDE, BUT IS NOT LIMITED TO THE FOLLOWING: ALL UTILITIES INCLUDING INVERTS,

TOP ELEVATIONS, PIPE ELEVATIONS, PIPE LENGTHS AND TYPE OF MATERIAL; SPOT ELEVATIONS ON FORCE MAINS AND WATER LINES. THE DISTANCE

OF THE CENTERLINE OF UTILITIES FROM A PERMANENT STRUCTURE. ALL VALVE MANHOLES AND VALVE BOXES SHALL BE LOCATED WITH RESPECT TO

A PERMANENT STRUCTURE. GRADES SHALL BE CONFIRMED ON ALL PROPOSED ROADS, PARKING AREAS AND SWALES TO SHOW DIRECTION OF STORM

WATER FLOW.

17. ALL NEW DISTURBED AREAS WILL BE GRASSED BY SODDING IN ACCORDANCE WITH GEORGIA D.O.T. STANDARDS SPECIFICATIONS, AND

AS DIRECTED BY THE ENGINEER. SOD TYPE SHALL BE BAHIA.

18. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL EROSION CONTROL MEASURES/BMPS (BEST MANAGEMENT PRACTICES)

IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS/LIA

(LOCAL ISSUING AUTHORITY).

19. CONTRACTOR SHALL PROVIDE DUST CONTROL OF ALL DISTURBED AREAS BY USE OF WATER AND FASTGROWING, TEMPORARY VEGETATIVE GRASSES

ON ALL STOCKPILED SOILS.

20. CONTRACTOR WILL PROVIDE A CONSTRUCTION SCHEDULE TO INCLUDE ALL EROSION AND SEDIMENT CONTROL MEASURES/BMPS.

21. CONTRACTOR SHALL PROVIDE AND MAINTAIN CRUSHED STONE 6" THICK, 20' WIDE AND 50' DEEP AT ALL CONSTRUCTION EXITS TO MINIMIZE THE

SPREAD OF SOIL FROM EXITING THE SITE BY VEHICULAR WHEELS.

22. ALL EXISTING DITCHES AND INLETS SUBJECT TO STORM WATER RUN-OFF FROM THE SITE AND ALL NEW INLETS SHALL BE PROTECTED WITH INLET

PROTECTION BARRIERS TO MINIMIZE SOIL TRANSPORT OFF SITE BY STORM WATERS.

23. ALL MATERIAL AND INSTALLATION PRACTICES ASSOCIATED WITH THE CONSTRUCTION OF THIS PROJECT SHALL MEET THE CURRENT REQUIREMENTS

OF GDOT SPECIFICATIONS AND THE CITY OF ST. MARY'S.

24. TESTING - THE CONTRACTOR IS TO PROVIDE ALL DOCUMENTATION ON ALL TESTING (INCLUDING BUT NOT LIMITED TO THE TESTING LAB) AS REQUIRED

IN THE SPECIFICATIONS TO THE ENGINEER.

25. THE CONTRACTOR SHALL DAILY INSPECT SITE TO PROVIDE POSITIVE DRAINAGE. THE CONTRACTOR, AT HIS/HER OWN COST, SHALL GRADE SITE AND

PROVIDE NECESSARY TEMPORARY DRAINAGE SWALES TO INSURE THAT STORM WATER DOES NOT POND ON SITE.

26. ALL WATER USED FOR CONSTRUCTION SHALL BE METERED THROUGH AN APPROVED BACK-FLOW PREVENTION DEVICE AND FIRE HYDRANT METERED

OBTAINED FROM THE CITY OF ST. MARYS CONVEYANCE AND DISTRIBUTION DEPARTMENT.

27. ANY AND ALL UTILITY CROSSINGS FOR WATER MAINS BETWEEN STORM OR SEWER PIPING SHOULD BE

DOWN AND UP AND RESTRAINED.

ACCOMPLISHED BY USE OF 45° BENDS BOTH

28. ALL KNOWN UTILITY FACILITIES ARE SHOWN SCHEMATICALLY ON THE PLANS AND ARE NOT NECESSARILY ACCURATE AS TO PLAN OR ELEVATION.

UTILITY FACILITIES SUCH AS SERVICE LINES OR UNKNOWN FACILITIES NOT SHOWN ON THE PLANS WILL NOT RELIEVE THE CONTRACTOR OF HIS/HER

RESPONSIBILITIES EXCEPT AS NOTED BELOW. THE CONTRACTOR WILL NOT BE RESPONSIBLE FOR THE COST OF REPAIRS TO DAMAGED UTILITY

FACILITIES OTHER THAN SERVICE LINES FROM STREET MAINS TO ABUTTING PROPERTY WHEN SUCH FACILITIES ARE NOT SHOWN ON THE PLANS AND

THEIR EXISTENCE IS UNKNOWN TO THE CONTRACTOR PRIOR TO THE DAMAGES OCCURRING PROVIDING THE ENGINEER DETERMINES THE CONTRACTOR

HAS OTHERWISE FULLY COMPLIED WITH THE SPECIFICATIONS.

29. CONTRACTOR(S) SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. CONTRACTOR(S) ARE RESPONSIBLE FOR LOCATING, PROTECTING,

REPAIRING AND REPLACING ANY AND ALL UNDERGROUND UTILITIES DURING ALL PHASES OF CONSTRUCTION. A DILIGENT EFFORT HAS BEEN MADE

TO LOCATE ALL ABOVEGROUND AND BELOW GROUND UTILITIES BUT CANNOT GUARANTEE THAT ALL PRESENT UTILITIES HAVE BEEN IDENTIFIED.

CONTRACTOR SHALL CALL UTILITY PROTECTION CENTER (1-800-282-7411) AT LEAST 3 DAYS PRIOR TO DIGGING UNTIL ALL UNDERGROUND UTILITY

LOCATIONS ARE COMPLETE.

30. ALL DEMOLITION DEBRIS SHALL BE PROPERLY DISPOSED OFFSITE AT THE CONTRACTOR'S EXPENSE.

31. A CONTINUOUS RUN OF PLASTICIZED METALLIC TAPE SHALL BE INSTALLED ABOVE THE TOP OF PVC PIPE USED FOR GRAVITY SEWER AND FORCE

MAINS AT APPROXIMATELY 30" BELOW FINISHED GRADE. THE TAPE SHALL BE SUITABLE FOR DETECTION WITH METAL PIPE LOCATION EQUIPMENT,

COLOR CODED AND LABELED TO IDENTIFY CONTENTS OF THE PIPE AND CONNECTED TO MANHOLE RINGS. ON PIPE RUNS GREATER THAN 500'. THE

TRACER WIRE SHALL BE ATTACHED TO A 2" GALVANIZED PIPE WITH A 180 DEGREE BEND AT THE TOP EXTENDING 36" ABOVE GRADE FOR

CONNECTION TO LOCATION EQUIPMENT. THE MAXIMUM DISTANCE BETWEEN 2" PIPE STUBS SHALL BE 500'.

32. A CONTINUOUS RUN OF PLASTICIZED METALLIC TAPE SHALL BE INSTALLED ABOVE THE TOP OF PVC PIPE USED FOR WATER MAINS AT APPROXIMATELY

18" TO 24" BELOW FINISHED GRADE. THE TAPE SHALL BE SUITABLE FOR DETECTION WITH METAL PIPE LOCATION EQUIPMENT, COLOR CODED AND

LABELED TO IDENTIFY CONTENTS OF THE PIPE AND BRIGHTLY COLORED TO CONTRAST WITH THE SOIL. IN ADDITION TO THE TAPE, A CONTINUOUS

RUN OF TRACER WIRE SHALL BE ATTACHED TO THE PIPE AND CONNECTED TO CURB STOPS AND BROUGHT TO TOP OF VALVE. ON PIPE RUNS GREATER

THAN 500', THE TRACER WIRE SHALL BE ATTACHED TO A 2" GALVANIZED PIPE WITH A 180 DEGREE BEND AT THE TOP, EXTENDING 36" ABOVE GRADE FOR

CONNECTION TO LOCATOR EQUIPMENT. THE MAXIMUM DISTANCE BETWEEN 2" PIPE STUBS SHALL BE 500'.

33. TRACER WIRE SHALL BE REQUIRED ON ALL STORM PIPE.

34. THE CONTRACTOR SHALL HAVE APPROVED PLANS ON SITE AT ALL TIMES DURING LAND DISTURBING ACTIVITIES.

35. THE CONTRACTOR SHALL HAVE A CERTIFIED EROSION AND SEDIMENTATION CONTROL INSPECTOR ON SITE AT ALL TIMES DURING LAND DISTURBING

ACTIVITIES.

36. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS

COMBUSTIBLE MATERIAL ARRIVES ON SITE.

37. SUB-GRADE WILL BE COMPACTED FOR A DEPTH OF 24" EXTENDING 24" BEYOND PAVEMENT EDGES, TO A MINIMUM OF 100% STANDARD PROCTOR

DENSITY AS MEASURED A.A.S.H.D. METHOD T-99.

38. FOR CITY WATER AND SANITARY SEWER LINE LOCATIONS, CONTRACT THE UTILITIES PROTECTION CENTER (1-800-282-7411) A MINIMUM OF

SEVENTY-TWO (72) HOURS PRIOR TO DIGGING.

39. ALL SIGNS, MAILBOXES, SHRUBBERY, FENCES, LANDSCAPING OR EXISTING STRUCTURES INTERFERING WITH CONSTRUCTION SHALL BE REMOVED

AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

40. FIRE DEPARTMENT NOTE: IF CLEARING AND GRADING LEADS TO ON SITE BURNING, A COMMERCIAL BURN PERMIT ISSUED BY THE CITY OF

ST. MARYS FIRE MARSHALL'S OFFICE IS REQUIRED.

GPLN-CE

11/05/2020

Georgia Department ofTransportation

OFFICEID

REVISION DATES

CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

GENERAL NOTES

ST. MARY'S ROAD

DATE:

DATE:

DATE:

DATE:

DRAWING No.

04-0001

DATE$$$

PfeilC

GPLN-CE

11/05/2020

TIME$$$ $PRF8$

$$PENTABLE$$

$DGN$

Typical Section1 [Sheet]

Mill & Overlay

12'

Travel Lane

24'

12'

Travel Lane

6'

Shoulder

2'

BL

Varies

Varies

Widening

6'

Shoulder

12'

Turn Lane

Varies

Gore

2'

Overbuild

Mill & Overlay

24'

12'

Travel Lane

12'

Travel Lane

2%

2%

GADOT

LOWNDES

2%

GADOT

LOWNDES

2%

A

F

FULL DEPTH PAVEMENT SECTION

A RECYCLED ASPHALT/C CONCRETE. 9.5 mm SUPERPAVE,

GP 2 ONLY, INCL BITUM MATL & H-LIME 135 LBS/SY (1.25")

B RECYCLED ASPHALT/C CONCRETE, 19 mm SUPERPAVE,

GROUP I OR 2, INCL BITUM MATL & H-LIME 220 LBS/SY (2")

C RECYCLED ASPHALT/C CONCRETE, 25 mm SUPERPAVE,

GROUP I OR 2, INCL BITUM MATL & H-LIME 550 LBS/SY (5")

D GRADED AGGR. BASE 10"

E RECYCLED ASPHALT CONCRETE OVERBUILD,

INCL BITUM MATL & H-LIME, AS REQUIRED

F MILLING (1.25")

A

A

B

B

C

C

D

D

A

A

E

F

TANGENT SECTION 1

MILL & OVERLAY / WIDEN

(D.S. 55mph)

STA. 5+74.16 TO STA. 17+50.00

BL

Widening

6'

Shoulder

2'

12'

Turn Lane

Mill & Overlay

12'

Travel Lane

24'

12'

Travel Lane

Varies

Widening

Varies

12'

Turn Lane

Mill & Overlay

6'

Shoulder

2'

6'

Shoulder

24'

12'

Travel Lane

12'

Travel Lane

Varies

Widening

6'

Shoulder

2'

2%

2%

2%

GADOT

LOWNDES

2%

2%

2%

A

A

A

B

B

F

C

C

D

D

A

A

F

B

C

D

TANGENT SECTION 2

MILL & OVERLAY / WIDEN

(D.S. 55mph)

STA. 17+50.00 TO STA. 27+06.91

P.I. No.

Georgia Department ofTransportation

DISTURBED AREAS TO BE SODDED PER GDOT REQUIREMENTS

REVISION DATES

CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

TYPICAL SECTION

ST. MARY'S ROAD

DATE:

DATE:

DATE:

DATE:

DRAWING No.

05-0001

DATE$$$

PfeilC

GPLN-CE

11/05/2020

TIME$$$ $PRF8$

$$PENTABLE$$

$DGN$

Typical Section3 [Sheet]

Mill & Overlay

12'

Travel Lane

24'

12'

Travel Lane

6'

Shoulder

2'

BL

Varies

6'

Shoulder

2'

12'

Turn Lane

Varies

Widening

Varies

Gore

Overbuild

Mill & Overlay

12'

Travel Lane

24'

12'

Travel Lane

Widening

12'

Turn Lane

6'

Shoulder

2'

P.I. No.

A

F

FULL DEPTH PAVEMENT SECTION

A RECYCLED ASPHALT/C CONCRETE. 9.5 mm SUPERPAVE,

GP 2 ONLY, INCL BITUM MATL & H-LIME 135 LBS/SY (1.25")

B RECYCLED ASPHALT/C CONCRETE, 19 mm SUPERPAVE,

GROUP I OR 2, INCL BITUM MATL & H-LIME 220 LBS/SY (2")

C RECYCLED ASPHALT/C CONCRETE, 25 mm SUPERPAVE,

GROUP I OR 2, INCL BITUM MATL & H-LIME 550 LBS/SY (5")

D GRADED AGGR. BASE 10"

E RECYCLED ASPHALT CONCRETE OVERBUILD,

INCL BITUM MATL & H-LIME, AS REQUIRED

F MILLING (1.25")

2%

A

B

C

D

2%

2%

GADOT

LOWNDES

2%

A

B

C

D

TANGENT SECTION 5

MILL & OVERLAY / WIDEN

(D.S. 55mph)

STA. 73+82.96 TO STA. 85+00.00

2%

A

E

GADOT

LOWNDES

2%

A

F

2%

GADOT

LOWNDES

A

B

C

D

Varies

Widening

6'

Shoulder

2'

12'

Turn Lane

Varies

Mill & Overlay

24'

12'

Travel Lane

12'

Travel Lane

BL

Varies

Varies

Widening

Varies

Gore

12'

Turn Lane

6'

Shoulder

2'

6'

Shoulder

Mill & Overlay

24'

12'

Travel Lane

12'

Travel Lane

6'

Shoulder

2'

6%

4:1

4:1

6%

A

B

C

D

2%

2%

A

F

2%

2%

A

B

C

D

TANGENT SECTION 6

MILL & OVERLAY / WIDEN

(D.S. 55mph)

STA. 85+00.00 TO STA. 95+45.80

Georgia Department ofTransportation

GADOT

LOWNDES

A

F

2%

A

B

C

D

6%

4:1

DISTURBED AREAS TO BE SODDED PER GDOT REQUIREMENTS

REVISION DATES

CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

TYPICAL SECTION

ST. MARY'S ROAD

DATE:

DATE:

DATE:

DATE:

DRAWING No.

05-0003

Commodity Codes

• NAICS 237310Highway, Street, and Bridge Construction

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