CR393_Northbound_Right_Turn_Lane-Signed.pdf

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GOVERNING STANDARD PLANS:

Florida Department of Transportation, FY������� S tandard plans for Road and Bridge Construction and applicable Interim Revisions (Irs).

Standard Plans for Road Construction and associated Irs are available at the following website:

APPLICABLE IRs: IR536-001-01, IR521-001-01

Standard Plans for Bridge Construction are included in the Structures Plans Component.

GOVERNING STANDARD SPECIFICATIONS:

Florida Department of Transportation, FY 2025-26 Standard Specifications for Road and Bridge Construction at the following website:

http://www.fdot.gov/design/Standardplans.shtm http://www.fdot.gov/programmanagement/Implemented/SpecBooks

END PROJECT

STA. 3+52.64

BEGIN PROJECT

STA. 0+20.00

N

CR 393 NORTHBOUND RIGHT TURN LANE

IMPROVEMENT PLANS

100% PLANS

SURVEYED DATE:

SOUTHEASTERN SURVEYING & MAPPING CORP.

1130 HIGHWAY 90

CHIPLEY, FL 32428

TEL: (850) 706-2012

HALFF

CONTACT: AARON HARRISON, P.E.

EMAIL: AARON.HARRISON@HALFF.COM

TEL: (850) 895-3821

FIRM/ BUSINESS NO.: CA33380 STATE: FL

ENGINEER/DESIGNER

SURVEYOR

Know what'sbelow.

before you dig.Call

R

THE INFORMATION SHOWN ON THESE DRAWINGS INDICATING SIZE, TYPE AND

LOCATION OF UNDERGROUND, SURFACE, AND AERIAL UTILITIES IS NOT GUARANTEED

TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT THE "SUNSHINE

811" SYSTEM AT 1-800-432-4770 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION

FOR EXISTING UTILITY LOCATIONS. THE CONTRACTOR SHALL ALSO BE FULLY

RESPONSIBLE FOR FIELD VERIFYING LOCATIONS AND ELEVATIONS OF ALL EXISTING

UTILITIES AFFECTED BY CONSTRUCTION FOR THIS PROJECT IN ORDER TO AVOID

DAMAGING THOSE UTILITIES, AND SHALL IMMEDIATELY ARRANGE FOR REPAIR AND

RESTORATION OF CONTRACTOR-DAMAGED UTILITIES TO THE UTILITY COMPANY'S

APPROVAL AT THE EXPENSE OF THE CONTRACTOR.

AVO: 47155.009 DATE: DECEMBER, 2025

WALTON COUNTY

79 N 6TH STREET,

DEFUNIAK SPRINGS FLORIDA 32433

www.co.walton.fl.us

OWNER/CLIENT:

130 N. RICHARD JACKSON BLVD.

SUITE 103

PANAMA CITY BEACH, FL 32407

TEL. (850) 895-3821

www.halff.com

PREPARED BY:

05/20/2025

INDEX OF PLANS

SHEET No. SHEET DESCRIPTION

1 KEY SHEET

2 SIGNATURE SHEET

3 PROJECT NOTES

4 PROJECT LAYOUT

5-6 TYPICAL SECTIONS

7 EXISTING CONDITIONS AND DEMOLITION PLAN

8 PLAN VIEW

9 GRADING PLAN

10-11 DRAINAGE STRUCTURES

12-14 CROSS SECTIONS

15-18 TRAFFIC CONTROL PLAN

19 SWPPP

20-22 SWPPP DETAILS

23 EROSION AND SEDIMENT CONTROL PLAN

24 SIGNAGE AND STRIPING PLAN

25 CONSTRUCTION DETAILS

26 DETECTOR LOOPS PLAN

S-1 GENERAL STRUCTURAL NOTES

S-2 GENERAL STRUCTURAL NOTES

S-3 RETAINING WALL PLAN AND PROFILE

S-4 RETAINING WALL SECTIONS AND DETAILS

http://www.fdot.gov/design/standardplans/ http://www.dot.state.fl.us/programmanagement/implemented/specbooks

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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PROJECT

WALTON COUNTY

CR 393 NORTHBOUND

RIGHT TURN LANE

SIGNATURE SHEET

SHEET NO. SHEET DESCRIPTION

1 KEY SHEET

2 SIGNATURE SHEET

3 PROJECT NOTES

4 PROJECT LAYOUT

5 TYPICAL SECTIONS

7 EXISTING CONDITIONS AND DEMOLITION PLAN

8 PLAN VIEW

10 DRAINAGE STRUCTURES

12 - 14 CROSS SECTIONS

15 - 18 TRAFFIC CONTROL PLAN

19 SWPPP

20 - 22 SWPPP DETAILS

23 EROSION AND SEDIMENT CONTROL PLAN

24 SIGNAGE AND STRIPING PLAN

25 CONSTRUCTION DETAILS

26 DETECTOR LOOPS PLAN

STATE OF

No.

PR

O

FESSIONAL ENGIN

EE

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A

AR

ON M . HARRISON

FLORIDA

87629

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

PRINTED COPIES OF THIS DOCUMENT

ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SIGNATURE MUST BE

VERIFIED ON ANY ELECTRONIC

DOCUMENTS

130 N. RICHARD JACKSON BLVD., SUITE 103

PANAMA CITY BEACH, FL 32407

AARON M. HARRISON, P.E. NO. 87629

AARON HARRISON , P.E.

P.E. LICENSE NUMBER 87629

HALFF

130 N. RICHARD JACKSON BLVD., SUITE 103

PANAMA CITY BEACH , FL 32407

CERTIFICATE OF AUTHORIZATION 33380

SHEET NO. SHEET DESCRIPTION

S-1 GENERAL STRUCTURAL NOTES

S-2 GENERAL STRUCTURAL NOTES

S-3 RETAINING WALL PLAN AND PROFILE

S-4 RETAINING WALL SECTIONS AND DETAILS

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

PRINTED COPIES OF THIS DOCUMENT

ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SIGNATURE MUST BE

VERIFIED ON ANY ELECTRONIC

DOCUMENTS

P R O F E

SS IONA L EN

G

IN

E E R

BR

IAN

E.KEVER

L I

CENSE

F L O R I D A

KEVER MCKEE ENGINEERING

1624 METROPOLITAN BLVD., STE. A

TALLAHASSEE, FLORIDA 32308

BRIAN E. KEVER, P.E. NO. 65627

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text No 65627

PROJECT NOTES

REVISIONS

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PROJECT

WALTON COUNTY

CR 393 NORTHBOUND

RIGHT TURN LANE

GENERAL CONSTRUCTION NOTES:

1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH WALTON COUNTY AND

THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND

BRIDGE CONSTRUCTION, LATEST EDITION.

2. LAP BIG 3 TECHNICAL SPECIFICATIONS SHALL APPLY TO ALL ASPHALT, CONCRETE, AND

EARTHWORK RELATED ITEMS.

3. WHERE REFERENCED, FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARDS AND

SPECIFICATIONS, LATEST VERSION, SHALL BE THE IMPLEMENTED VERSIONS OF THESE

DOCUMENTS AS NOTED ON THE CONSTRUCTION PLAN COVER SHEET.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND

INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE

OWNER OR OWNER'S DESIGNATED REPRESENTATIVE. CONTRACTOR SHALL OBTAIN ALL

NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SCHEDULE INSPECTIONS ACCORDING TO

AGENCY INSTRUCTIONS.

5. IN ORDER TO LIMIT DISTURBANCE TO THE SURROUNDING NEIGHBORHOODS, CONTRACTOR

SHALL BE LIMITED TO CONSTRUCTION BETWEEN THE HOURS OF 7:00 A.M. TO 7:00 P.M. MONDAY THROUGH FRIDAY AND FROM 9:00 A.M. TO 7:00 P.M. ON SATURDAY. CONSTRUCTION OUTSIDE OF

THESE HOURS MUST HAVE PRIOR WRITTEN CONSENT FROM THE OWNER OR OWNER'S

DESIGNATED REPRESENTATIVE.

6. CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES AND NOTIFY OWNER

OR OWNER'S DESIGNATED REPRESENTATIVE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL

NOTIFY THE OWNER OR OWNER'S DESIGNATED REPRESENTATIVE OF ANY CONFLICTS BEFORE

PERFORMING WORK IN THE AFFECTED AREA.

7. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE

OR BELOW GROUND, WHICH MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE

CONTRACTOR CALLED FOR IN THIS CONTRACT. SEE FDOT SPECIFICATION 455-1.1 FOR

ADDITIONAL INFORMATION REGARDING PROTECTION OF EXISTING STRUCTURES.

8. ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE "TRENCH SAFETY ACT", CHAPTER

553.60 - 553.64, FLORIDA STATUTES. CONTRACTOR SHALL INSURE THAT THE METHOD OF TRENCH

PROTECTION AND CONSTRUCTION IS IN COMPLIANCE WITH ALL OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION (OSHA) REGULATIONS.

9. PRIOR TO INSTALLATION, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRE-CAST

MATERIALS AND MANUFACTURED ITEMS TO THE OWNER OR OWNER'S DESIGNATED

REPRESENTATIVE FOR APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY

RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE.

10. IT IS THE RESPONSIBILITY OF CONTRACTOR TO ESTABLISH THE FOLLOWING IN THE FIELD: RIGHT

OF WAY LINES, BENCHMARKS, CENTER LINES, BASELINES AND STATIONING AS MAY BE

REQUIRED TO CONSTRUCT THE PROJECT.

11. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN

ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS.

12. CONTRACTOR SHALL BE HELD ACCOUNTABLE DURING CONSTRUCTION FOR ALL PROJECT

IMPROVEMENTS. COMPLIANCE WITH FLORIDA STATUTES 553.5041 FS AND THE 2023 FLORIDA

BUILDING CODE - ACCESSIBILITY (FBC-A) IS MANDATORY. IF INCORRECT AT THE FINAL

INSPECTION, CONTRACTOR SHALL BE REQUIRED TO MODIFY CONSTRUCTION TO COMPLY WITH

FLORIDA STATUTUES (FS) AND FBC - A. THE FOLLOWING ITEMS TAKE PRECEDENCE AND

SUPERSEDE OTHER DETAILS ON PLANS:

13. RIGHT OF WAY MAY NOT BE USED FOR STORAGE OF NEW OR REMOVED MATERIAL. ANY SITE

WITHIN THE PROJECT LIMITS INTENDED FOR MATERIAL STORAGE MUST BE PRE-APPROVED BY

THE OWNER OR OWNER'S DESIGNATED REPRESENTATIVE. ANY SOIL, PIPE, UTILITIES,

CONCRETE, ASPHALT, VEGETATION OR SIGNAGE MATERIALS THAT ARE REMOVED AND ARE NOT

INTENDED FOR RE-USE SHALL BE REMOVED FROM THE PROJECT EACH WORK DAY AND CANNOT

REMAIN ONSITE. NEW OR EXISTING MATERIALS MUST BE REMOVED FROM THE RIGHT OF WAY AT

THE END OF EACH WORK DAY.

14. CONTRACTOR MAY STOCKPILE MATERIALS WITHIN THE LIMITS OF THE CURRENT CONSTRUCTION

PHASE. IF STOCKPILING IS NECESSARY, CONTRACTOR SHALL SITE THE LOCATION AT HIS

DISCRETION, USING THE APPROPRIATE EROSION AND SEDIMENTATION CONTROL BMPs.

15. THE COST OF ALL INSPECTION FEES SHALL BE BORNE BY CONTRACTOR.

16. ONCE MOBILIZED, CONTRACTOR MUST WORK ON THE PROJECT CONTINUOUSLY WITHOUT

ABSENCES FROM THE SITE UNLESS APPROVED BY THE OWNER.

17. THE CONTRACTOR SHALL, PRIOR TO ANY CONSTRUCTION ACTIVITY, HOLD A

PRE-CONSTRUCTION MEETING WITH ALL PERMITTING AGENCIES INVOLVED, INCLUDING WALTON

COUNTY AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP).

18. GEOTECHNICAL ENGINEERING SERVICES INCLUDING SOIL BORINGS HAVE BEEN PROVIDED BY

TIERRA, INC. THE CONTRACTOR CAN OBTAIN A COPY OF THE REPORTS FROM WALTON COUNTY.

THE OWNER ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, COMPLETENESS OR

ACCURACY OF THE GEOTECHNICAL DATA PROVIDED BY TIERRA, INC.

19. THE CONTRACTOR IS RESPONSIBLE FOR ALL DE-WATERING NECESSARY TO CONSTRUCT

IMPROVEMENTS AND SHALL INCLUDE COST IN THE BID PRICE.

20. ROADWAY MILLINGS ASSOCIATED WITH PAVING PROCESS SHALL BE SALVAGED TO THE COUNTY.

THE COUNTY WILL SUPPLY TRUCKS FOR THE LOADING AND TRANSPORTATION OF THE

SALVAGED MILLING MATERIAL.

21. IF PREHISTORIC OR HISTORIC ARTIFACTS, SUCH AS POTTERY OR CERAMICS, PROJECTILE POINTS, DUGOUT CANOES, METAL IMPLEMENTS, HISTORIC BUILDING MATERIALS, OR ANY OTHER

PHYSICAL REMAINS THAT COULD BE ASSOCIATED WITH NATIVE AMERICAN, EARLY EUROPEAN,

OR AMERICAN SETTLEMENT ARE ENCOUNTERED AT ANY TIME WITHIN THE PROJECT SITE AREA,

THE PERMITTED PROJECT SHALL CEASE ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE

IN THE VICINITY OF THE DISCOVERY. THE APPLICANT SHALL CONTACT THE FLORIDA

DEPARTMENT OF STATE, DIVISION OF HISTORICAL RESOURCES, COMPLIANCE REVIEW SECTION

AT (850)-245-6333. PROJECT ACTIVITIES SHALL NOT RESUME WITHOUT VERBAL AND/OR WRITTEN

AUTHORIZATION. IN THE EVENT THAT UNMARKED HUMAN REMAINS ARE ENCOUNTERED DURING

PERMITTED ACTIVITIES, ALL WORK SHALL STOP IMMEDIATELY AND THE PROPER AUTHORITIES

NOTIFIED IN ACCORDANCE WITH §872.05, FS.

GENERAL NOTES FOR WORK WITHIN FDOT RIGHT OF WAY:

1. ALL WORK IN THE RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION

OF THE FDOT STANDARD PLANS FOR ROADWAY CONSTRUCTION, FDOT STANDARD

SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION, FLORIDA DESIGN MANUAL, FLORIDA

GREENBOOK, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)

2. ALL LANES MUST BE OPENED TO TRAFFIC WITHIN 12 HOURS AFTER RECEIVING NOTIFICATION OF

A HURRICANE EVACUATION OR ANY OTHER CATASTROPHIC EVENT AND SHALL REMAIN OPEN

FOR THE DURATION OF THE EVACUATION ORE EVENT AS DIRECTED BY THE PERMITS MANAGER.

3. ENGINEER SHALL SCHEDULE AND HAVE AN ON-SITE PRE-WORK MEETING WITH

REPRESENTATIVES FROM THE ENGINEERING FIRM, FDOT, QUALITY CONTROL TESTING

LABORATORY, PRIME CONTRACTOR, AND ANY OTHER INTERESTED PARTY PRESENT.

4. PAVING CONTRACTOR SHALL SCHEDULE A PRE-PAVING MEETING WITH FDOT. PROPOSED

ASPHALT MIX DESIGN SHALL BE SUBMITTED FOR APPROVAL PRIOR TO OR AT THE PRE-PAVING

MEETING.

5. CONTRACTOR MUST SUBMIT A QUALITY CONTROL PLAN FOR FDOT REVIEW AND APPROVAL

BEFORE OR AT THE REQUIRED PRE-WORK MEETING. QUALITY CONTROL TESTING SHALL BE

PERFORMED BY FDOT CERTIFIED TECHNICIANS AND TESTING LABORATORY. ALL TEST RESULTS

SHALL BE PROVIDED TO FDOT AS SOON AS PRACTICAL.

6. SOD AREAS WITH 32" OF EDGE OF PAVEMENT & SLOPES GREATER THAN 1:3. OTHER DISTURBED

AREAS MAY BE REPAIRED BY SEEDING OR HYDRO-SEEDING. SEE FDOT STANDARD PLANS INDEX

570-010 AN SECTION 570 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE

CONSTRUCTION.

7. ALL STRIPING WITHIN FDOT RIGHT OF WAY SHALL BE THERMOPLASTIC AND ADHERE TO FDOT

STANDARD PLANS INDEX 711-001 AND SECTION 711 OF THE FDOT STANDARD SPECIFICATIONS

FOR ROAD & BRIDGE CONSTRUCTION. STANDARD SPEC 711-4.12 STATES; "WAIT AT LEAST 14

DAYS AFTER CONSTRUCTING THE FINAL ASPHALT SURFACE COURSE TO PLACE THERMOPLASTIC

PAVEMENT MARKINGS". INSTALLATION OF THERMOPLASTIC ON CONCRETE REQUIRES A CLEAN,

DRY SURFACE. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS FOR SURFACE

PREPARATION FOR THERMOPLASTIC ON CONCRETE. PROVIDE TEMPORARY PAVEMENT

MARKINGS DURING THE INTERIM PERIOD PRIOR TO OPENING THE ROAD TO TRAFFIC.

8. APPLY OR RECAP STANDARD THERMOPLASTIC PAVEMENT MARKINGS FOR LONGITUDINAL LINES TO ATTAIN A MINIMUM THICKNESS OF 0.10 INCH OR 100 MILS AND A MAXIMUM THICKNESS 0.15

INCH OR 150 MILS WHEN MEASURED ABOVE THE PAVEMENT SURFACE. MARKINGS OTHER THAN

LONGITUDINAL LINES, WHEREVER LOCATED, WILL HAVE A THICKNESS OF 0.09 INCH OR 90 MILS

TO 0.12 INC OR 120 MILS WHEN MEASURED ABOVE THE PAVEMENT SURFACE.

9. ALL LANE AND SHOULDER CLOSURES MUST BE REQUESTED IN WRITING AND APPROVED A

MINIMUM OF 48 HOURS PRIOR TO WORK STARTING. ALLOW UP TO 2 WEEKS FOR LANE CLOSURE

APPROVAL PROCESS. CONTAC LOCAL PERMIT'S OFFICE FOR MORE DETAILS AT 850-836-5790 OR 850-836-5742.

10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PLACE SIDE DRAIN PIPES AT PROPER ELEVATIONS

TO MATCH THE FLOWLINE OF THE DRAINAGE DITCH (NOT SEDIMENT BUILD-UP) TO ENSURE

POSITIVE STORMWATER FLOW.

SURVEY NOTES:

1. ALL VERTICAL ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD

88) ESTABLISHED FROM FDOT RECORDED CONTROL POINT "60-06-AO1V" AND "60-07-DO28".

2. HORIZONTAL DATUM REFERS TO THE NORTH AMERICAN DATUM OF 1983 (NAD 83).

3. ANY PUBLIC LAND CORNER OR BENCH MARK WITHIN THE LIMITS OF CONSTRUCTION IS TO BE

PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN

PROPERLY REFERENCED, CONTRACTOR SHALL NOTIFY THE OWNER OR OWNER'S DESIGNATED

REPRESENTATIVE IMMEDIATELY. ANY MONUMENT OTHERWISE DESTROYED BY CONTRACTOR

SHALL BE RESET BY A FLORIDA PROFESSIONAL SURVEYOR AND MAPPER AT CONTRACTOR'S

EXPENSE.

4. IF ANY GEODETIC MONUMENT WITHIN THE LIMITS OF CONSTRUCTION ARE DISTURBED,

CONTRACTOR SHALL NOTIFY:

DENIS RIORDAN

REGIONAL GEODETIC ADVISOR

NATIONAL GEODETIC SURVEY

JACKSON, MS

(240) 678-2107

DENIS.RIORDAN@NOAA.GOV

5. ALL BENCHMARKS NOTED ON THE PLANS ARE TO BE MAINTAINED THROUGHOUT THE PROJECT.

DESTROYED BENCHMARKS SHALL BE REDEFINED BY A FLORIDA PROFESSIONAL SURVEYOR AND

MAPPER AT THE CONTRACTOR'S EXPENSE.

6. CONTRACTOR SHALL PROVIDE SIX (6) COPIES OF SIGNED AND SEALED AS-BUILT SURVEYS TO

THE OWNER OR OWNER'S DESIGNATED REPRESENTATIVE FOR FINAL CERTIFICATION OF THE

PROJECT. THE AS-BUILT SURVEY SHALL BE PREPARED AND CERTIFIED BY A PROFESSIONAL

SURVEYOR AND MAPPER LICENSED IN FLORIDA PURSUANT TO CHAPTER 472 FLORIDA STATUTES.

7. IN ADDITION TO THE SIGNED AND SEALED SURVEY, CONTRACTOR SHALL PROVIDE TWO (2)

COPIES OF THE SURVEY IN CAD AND PDF FORMATS ON ELECTRONIC MEDIA.

SITEWORK NOTES:

1. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE PROJECT NECESSARY

FOR CONSTRUCTION.

2. EXCESS SOIL THAT RESULTS FROM CLEARING AND GRUBBING OR SITE EXCAVATION IS TO BE UTILIZED ON-SITE IF IT IS OF SUITABLE MATERIAL. ALL SOILS MUST BE HANDLED ACCORDING TO

SECTION 4.07.00 OF THE WALTON COUNTY LAND DEVELOPMENT CODE. STOCKPILED MATERIAL

SHALL BE PROTECTED WITH SILT FENCING.

3. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR

REMOVING EXCESS EARTHWORK FROM THE PROJECT.

4. BURNING OF MATERIALS AND/OR DEBRIS AS A MEANS OF DISPOSAL IS PROHIBITED WITHIN THE

PROJECT LIMITS.

5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A LOCATION FOR STAGING AND STORAGE OF

MATERIALS. CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE PROPERTY OWNER

PRIOR TO STORING OR STAGING. A COPY OF THE WRITTEN PERMISSION SHALL BE PROVIDED TO

THE OWNER OR OWNER'S DESIGNATED REPRESENTATIVE PRIOR TO STORING OR STAGING.

EXCESS MATERIALS MAY NOT BE STORED ONSITE.

6. ALL ROCKS OR STONES LARGER THAN 6 IN. IN DIAMETER SHALL BE REMOVED FROM THE

BACKFILL MATERIAL. BACKFILL MATERIAL PLACED WITHIN 1 FT. OF PIPING AND APPURTENANCES SHALL NOT CONTAIN ANY STONES LARGER THAN 2 IN. IN DIAMETER IN ACCORDANCE WITH FDOT

INDICES 500 AND 505.

7. ANY DAMAGE TO EXISTING TOPOGRAPHIC FEATURES NOT SPECIFICALLY RELATED TO THE

SCOPE OF WORK, SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION AT CONTRACTOR'S

EXPENSE.

8. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO WALTON

COUNTY FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL COMPLETION.

9. THE CONTRACTOR SHALL SURVEY AND STAKE THE CLEARING LIMITS AS INDICATED BY THE

PLANS AND RECEIVE APPROVAL FROM THE OWNER OR THE OWNER'S DESIGNATED

REPRESENTATIVE PRIOR TO COMMENCING WITH THE CLEARING AND GRUBBING OPERATION.

(REFER TO TREE PROTECTION DETAILS AND NOTES.)

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL AND STATE

REGULATIONS CONCERNING SITE SAFETY AND HANDLING AND DISPOSAL OF CONTAMINATED

SOILS.

11. CLEARING AND GRUBBING INCLUDES THE REMOVAL OF ALL INCIDENTAL ITEMS INCLUDING BUT

NOT LIMITED TO STRUCTURES, CONCRETE, ASPHALT, GRAVEL, FENCING AND ANY OTHER

IMPROVEMENTS TO BE REMOVED. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

DISPOSE OF SUCH ITEMS OFF SITE.

12. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE STORMWATER SYSTEM UNTIL

ACCEPTED BY THE OWNER OR THE OWNER'S DESIGNATED REPRESENTATIVE.

13. REFER TO THE SIGNING AND PAVEMENT MARKING PLANS FOR THE REMOVAL OF EXISTING

SIGNS.

14. THE CONTRACTOR SHALL BE AWARE OF AND BE RESPONSIBLE FOR ANY TEMPORARY DITCH

CROSSINGS REQUIRED FOR CONSTRUCTION. RESPONSIBILITIES INCLUDE, BUT ARE NOT LIMITED

TO PERMITTING, POLLUTION ABATEMENT, POTENTIAL FLOODING AND CONSTRUCTION SAFETY

REQUIREMENTS.

15. THE TOP 4 IN. TO 6 IN. OF SOIL SHALL BE REMOVED DURING CLEARING AND GRUBBING UNLESS

THERE IS THE PRESENCE OF LIMEROCK IN WHICH CASE THE LIMEROCK WILL BE LEFT

UNDISTURBED. THE REMOVED SOIL SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE

OWNER OR OWNER'S DESIGNATED REPRESENTATIVE TO BE USED FOR LANDSCAPING

PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER OR OWNER'S DESIGNATED

REPRESENTATIVE. THE REMAINING EARTHWORK THAT RESULTS FROM CLEARING AND

GRUBBING OR SITE EXCAVATION IS TO BE UTILIZED ON-SITE IF THE WHITE SANDS REQUIREMENT

IS MET.

ENVIRONMENTAL CONTAMINATION AND MONITORING:

1. ANY KNOWN OR SUSPECTED HAZARDOUS MATERIAL FOUND ON THE SITE BY THE CONTRACTOR

SHALL BE IMMEDIATELY REPORTED TO THE OWNER OR OWNER'S DESIGNATED

REPRESENTATIVE, AND CONTRACTOR SHALL PROTECT THE AREA OF KNOWN OR SUSPECTED

HAZARDOUS MATERIAL FROM FURTHER ACCESS. THE OWNER OR OWNER'S DESIGNATED

REPRESENTATIVE WILL ARRANGE FOR INVESTIGATION, IDENTIFICATION AND REMEDIATION OF

THE MATERIAL AS NECESSARY TO PROTECT THE HEALTH, SAFETY AND WELFARE OF

CONSTRUCTION WORKERS AND ULTIMATELY THE GENERAL PUBLIC. THE CONTRACTOR WILL NOT

RETURN TO THE AREA OF SUSPECTED CONTAMINATION UNTIL APPROVAL IS PROVIDED IN

WRITING FROM THE OWNER OR OWNER'S DESIGNATED REPRESENTATIVE. CONTRACTOR SHALL

MOVE TO ANOTHER LOCATION ON THE SITE TO AVOID DELAYS.

2. CONTRACTOR SHALL COORDINATE WITH THE OWNER OR OWNER'S DESIGNATED

REPRESENTATIVE, WHICH MAY INCLUDE DAILY MEETINGS, TO ALERT CONSTRUCTION STAFF TO

NATURAL OR REGULATORY SITE CONDITIONS THAT REQUIRE SPECIAL ATTENTION IN THE

COURSE OF THE IMMEDIATE CONSTRUCTION TASK AT HAND.

ADA/PROWAG GENERAL NOTES:

1. EXISTING SIDEWALK TO BE REMOVED SHALL BE SAWCUT TO THE NEAREST JOINT.

2. ALL CURB RAMP AND DETECTABLE WARNING PANELS SHALL MEET THE REQUIREMENTS OF THE

AMERICANS WITH DISABILITIES GUIDELINES AND THE PEDESTRIAN RIGHT-OF-WAY

ACCESSIBILITY GUIDELINES (PROWAG).

3. RAMP RUNNING SLOPE SHALL BE A MAXIMUM OF 12:1 OR 8.3%. CURB RAMP LANDINGS SHALL HAVE A MINIMUM SIZE OF 4 FT. BY 4 FT. WITH A CROSS SLOPE OF 1.5% (+ OR - 0.5%) IN ANY DIRECTION (SLOPE 1.0% MIN. TO 2.0% MAX.) SIDEWALK CROSS SLOPE SHALL BE 1.5% (+ OR - 0.5%) (SLOPE: 1.0% TO 2.0% MAX.). SIDEWALK RUNNING SLOPE SHALL BE A MAXIMUM OF 5.0%

UNLESS MATCHING THE RUNNING SLOPE OF THE ADJACENT ROADWAY.

4. SIDEWALK AND RAMPS SHALL BE CONSTRUCTED TO MAXIMUM SLOPES (OR LESS). LIMITS OF

SIDEWALKS AND RAMPS SHOWN MAY NEED TO BE ADJUSTED TO BE WITHIN ALLOWABLE

MAXIMUM SLOPES. ALL SLOPES SHOWN ARE MAXIMUMS.

5. DETECTABLE WARNING PANES TO BE CONSTRUCTED PER FDOT STANDARD SPECIFICATIONS

AND DETAILS.

6. THERE MUST BE A 32" CLEAR SPACE FOR 2' AROUND SIDEWALK OBSTRUCTIONS, INCLUDING

LIGHT POLES AND FIRE HYDRANTS.

PAVING AND GRADING NOTES:

1. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MULCH, PEAT, BURIED DEBRIS) IS TO BE

EXCAVATED IN ACCORDANCE WITH THESE PLANS OR AS DIRECTED BY THE OWNER OR OWNER'S

DESIGNATED REPRESENTATIVE. DELETERIOUS MATERIAL IS TO BE REMOVED FROM THE SITE.

EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS

SHOWN ON THESE PLANS AND IN ACCORDANCE WITH THE SOILS REPORT. CONTRACTOR IS

RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING

DELETERIOUS MATERIAL FROM THE SITE.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE

AND WILL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS

SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE

BEING PLACED.

3. ALL DISTURBED AREAS SHALL BE FINE GRADED AND SOD/SEED SHALL BE PLACES PER WALTON

COUNTY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. AREAS OF

SLOPE GREATER THAN 3:1 SHALL BE STABILIZED PRIOR TO SODDING AND SOD SHALL BE PINNED

TO PREVENT EROSION.

4. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE

UNLESS OTHERWISE NOTED ON THE DRAWINGS.

5. CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW

PAVEMENT MEETS EXISTING PAVEMENT.

6. CONTRACTOR TO PROVIDE A ½ IN. TO 1 IN. BITUMINOUS EXPANSION JOINT MATERIAL WITH

SEALER AT ABUTMENT OF CONCRETE AND OTHER CONCRETE ITEMS (BUILDINGS, CURBING,

SIDEWALKS, ETC.).

7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE, TESTED OR INSPECTED, AND APPROVED

PRIOR TO SURFACE CONSTRUCTION.

8. EXISTING SIGNAGE TO REMAIN THAT WILL BE AFFECTED BY CONSTRUCTION SHALL BE

RELOCATED DURING CONSTRUCTION.

9. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH AN INDEPENDENT TESTING COMPANY

TO VERIFY COMPACTION. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL HAVE ALL

TEST RESULTS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE

OF FLORIDA PURSUANT TO CHAPTER 471 FLORIDA STATUTES AND SUBMITTED TO THE OWNER

OR OWNER'S DESIGNATED REPRESENTATIVE.

10. ALL FINAL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL BE PLACED WITHIN 14

DAYS AFTER PLACEMENT OF FINAL ASPHALT SURFACE.

MAINTENANCE OF TRAFFIC GENERAL NOTES:

1. TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE FDOT STANDARD PLANS, INDEX

102-100 THROUGH 102-680.

2. IT IS THE RESPONSIBILITY OF CONTRACTOR TO MAINTAIN CLEAR ZONE REQUIREMENTS FOR

EQUIPMENT AND MATERIALS STORAGE AND WORK ZONE PROTECTION AS SPECIFIED IN FDOT

STANDARD PLANS 102-600.

3. THE OWNER OR OWNER'S DESIGNATED REPRESENTATIVE RESERVES THE RIGHT TO REQUIRE

ADDITIONAL DEVICES AND/OR CHANGES TO THE TRAFFIC CONTROL PLAN BASED UPON

CHANGING TRAFFIC CONDITIONS OR TRAFFIC SAFETY ISSUES.

TREE PROTECTION NOTES:

1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN AS INDICATED ON THE PLANS

SHALL BE PROTECTED IN ACCORDANCE WITH THE DETAILS CONTAINED IN THESE PLANS. IT

SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION.

NO TREE SHOWN TO REMAIN SHALL BE REMOVED WITHOUT APPROVAL FROM THE OWNER OR

OWNER'S DESIGNATED REPRESENTATIVE.

2. PROTECTIVE BARRICADES SHALL BE PLACED AROUND ALL PROTECTED TREES PRIOR TO SITE

CLEARING, AND SHALL REMAIN IN PLACE UNTIL LAND ALTERATION, SITE CLEARING AND

CONSTRUCTION ACTIVITIES ARE COMPLETE. THE BARRICADE SHALL BE CONSTRUCTED TO

PREVENT THE ENCROACHMENT OF EQUIPMENT OR VEHICLES, THE REMOVAL OF EXISTING

GROUNDCOVER, THE DISTURBANCE OR COMPACTION OF SOIL, OR THE SCARRING OF ROOTS

WITHIN THE CRITICAL PROTECTION ZONE (CPZ). THERE SHALL BE NO STORAGE OF MATERIALS

OR EQUIPMENT OF ANY KIND WITHIN THIS ZONE.

3. REQUIRED TREE BARRICADES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION.

ENCROACHMENT INTO OR FAILURE TO MAINTAIN TREE BARRICADES WILL RESULT IN

ENFORCEMENT ACTION.

4. SHOULD TRIMMING OF PROTECTED TREES BE NECESSARY, THE CONTRACTOR SHALL OBTAIN

THE SERVICES OF A CERTIFIED ARBORIST. ALL TRIMMING OF PROTECTED TREES SHALL BE DONE

BY A QUALIFIED, LICENSED ARBORIST AND SHALL BE PRUNED IN ACCORDANCE WITH THE

NATIONAL ARBORIST ASSOCIATION (NAA) PRUNING STANDARDS.

5. ALL INVASIVE EXOTIC TREE SPECIES OF ANY SIZE SHALL BE GRUBBED AND REMOVED FROM THE

PROJECT SITE. OFF-SITE INCINERATION OR OTHER MEANS TO DESTROY THE REMOVED TREES

AND SEEDS IS RECOMMENDED. CHIPPING OF THE REMOVED INVASIVE SPECIES IS FORBIDDEN

DUE TO THE PROPAGATION POTENTIAL FROM THE CHIPPED PRODUCT.

GENERAL UTILITY NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING UTILITIES TO REMAIN. ANY DAMAGE

TO UTILITIES TO REMAIN SHALL BE PAID FOR BY CONTRACTOR AT CONTRACTOR'S EXPENSE.

2. THE EXISTING FACILITIES AND UTILITIES SHOWN ON THE PLANS WERE LOCATED FROM THE

OWNER'S AND OTHER RECORDS. GUARANTY IS NOT MADE THAT ALL EXISTING FACILITIES OR

UTILITIES ARE SHOWN OR THAT THOSE SHOWN ARE ENTIRELY ACCURATE. THE CONTRACTOR

SHALL ASSURE HIMSELF OF THE PRESENCE AND LOCATION OF ALL UTILITIES, STRUCTURES, OR OTHER FACILITIES IN THE WORK AREA PRIOR TO PERFORMING THE WORK. THE OWNER AND THE

ENGINEER WILL ASSUME NO LIABILITY FOR DAMAGES SUSTAINED OR COSTS INCURRED

BECAUSE OF THE CONTRACTOR'S OPERATIONS IN THE VICINITY OF THE EXISTING UTILITIES, STRUCTURES, OR FACILITIES. THE GENERAL NOTES ON THE PLANS ALSO INDICATE THE

REQUIREMENTS OF THE CONTRACTOR AS REGARDS EXISTING FACILITIES, STRUCTURES, AND

UTILITIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DEVIATION BETWEEN

EXISTING CONDITIONS AND THE DRAWINGS, AND INDICATE THE LOCATION OF THE EXISTING

UTILITIES, STRUCTURES, AND FACILITIES ON THE RECORD DRAWINGS.

3. CONTRACTOR SHALL NOTIFY THE UTILITY OWNERS LISTED BELOW THROUGH 811 A MINIMUM OF

TWO (2) FULL BUSINESS DAYS IN ADVANCE OF BEGINNING CONSTRUCTION ON THE JOB SITE.

UAO CONTACT NAME CONTACT NUMBER

AT&T DISTRIBUTION DINO FARRUGGIO (561) 683-2729

AT&T TERRY MONTGOMERY (205) 799-4787

CENTURYLINK BILL MCCLOUD (850) 815-3144

COX COMMUNICATIONS TIM HUTZENBUEHLER (850) 314-8163

NEXT CITY NETWORKS, LLC ANDREW COLE (813) 847-4037

GIGA POWER LLC HOWARD LAUDERMILK (937) 546-0840

LIVEOAK FIBER, LLC CASEY WILLIAMS (270) 619-0962

MEDIACOM PAUL PITTS (845) 913-6499

OKALOOSA GAS SHAWN CROFT (850) 729-4865

UNITI FIBER JAMES HILL (850) 544-1400

REGIONAL UTILITIES RYAN DOUGLAS (850) 231-5114

4. CONTRACTOR SHALL DESIGNATE AN ON-SITE UTILITY COORDINATOR WHO WILL BE

RESPONSIBLE FOR COORDINATING ALL UTILITY ISSUES WITH THE APPLICABLE AGENCIES.

5. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER

FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF

PREPARATION OF THESE PLANS. CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS,

AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING

THIS WORK PRIOR TO CONSTRUCTION.

6. CONTRACTOR SHALL COORDINATE THE LOCATION AND RELOCATION OF ALL APPLICABLE

UTILITIES WITH WALTON COUNTY AND CORRESPONDING UTILITY AUTHORITIES BEFORE

CONSTRUCTION EFFORTS BEGIN.

7. CONTRACTOR SHALL NOTIFY THE OWNER OR OWNER'S DESIGNATED REPRESENTATIVE IF THEY

ENCOUNTER ANY UNIDENTIFIED UTILITY OR STRUCTURE DURING CONSTRUCTION THAT IMPACTS

THE PROJECT IMPLEMENTATION.

AARON HARRISON , P.E.

P.E. LICENSE NUMBER 87629

HALFF

130 N. RICHARD JACKSON BLVD., SUITE 103

PANAMA CITY BEACH , FL 32407

CERTIFICATE OF AUTHORIZATION 33380

U.S. HIGHWAY 98

C R

N

2°

5'

4" E

0.

N

2°

1'

6" E

0.

PI STA. 4+00.00

BEGIN PROJECT

STA. 0+20.00

503437.57 1423253.11

END PROJECT

STA. 3+52.64

503769.86

℄ CR 393

BASELINE CANTILEVER RETAINING WALL

PI STA. 10+41.07

END CANTILEVER WALL

STA. 10+53.95

503732.74

BEGIN CANTILEVER WALL

STA. 10+30.47

503712.01 1423298.83

N 38° 04' 41" E 22.22

N

1"

0'

PROJECT LAYOUT

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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AARON HARRISON , P.E.

P.E. LICENSE NUMBER 87629

HALFF

130 N. RICHARD JACKSON BLVD., SUITE 103

PANAMA CITY BEACH , FL 32407

CERTIFICATE OF AUTHORIZATION 33380

PROJECT

WALTON COUNTY

CR 393 NORTHBOUND

RIGHT TURN LANE

145' - R/W

℄ CONSTRUCTION

R /W

L

IN

E

R /W

LIN

E

3:1

2:1

-2.0%

EXISTING ROADWAY

±35.5' EXISTING ROADWAY

REMOVE

EXIST.

4'

ASPHALT

SHOULDER

TYPICAL SECTION

CR ���

STA� ������� � STA� �������

NEW CONSTRUCTION - WIDENING

1.5" SP 9.5 SURFACE COURSE (TRAFFIC B)

2" SP 12.5 STRUCTURAL COURSE (TRAFFIC B)

OPTIONAL BASE GROUP 14

OPTIONAL BASE GROUP 14

(14" GRADED AGGREGATE BASE (GAB))

1.5" SP 9.5

SURFACE COURSE

2" SP 12.5

STRUCTURAL COURSE

10'

WIDENING±18' EXISTING PAVEMENT±17.5' EXISTING PAVEMENT 2' FDOT TYPE F

CURB & GUTTER

SAWCUT

VARIES

(PERFORMANCE TURF - SOD)

10'

PERFORMANCE TURF

- SOD)

VARIES

(PERFORMANCE TURF

- SOD)

VARIES

(RIP RAP OVER D-2 FILTER FABRIC)

145' - R/W

℄ CONSTRUCTION

R /W

L

IN

E

R /W

LIN

E

-2.0%

EXISTING ROADWAY

±35.5' EXISTING ROADWAY

REMOVE

EXIST.

4'

ASPHALT

SHOULDER

MATCH EX.MATCH EX.

1.5" SP 9.5

SURFACE COURSE

OPTIONAL BASE GROUP 14

(14" GRADED AGGREGATE BASE (GAB))

2" SP 12.5

STRUCTURAL

COURSE

10'

WIDENING±18' RESURFACE±18 RESURFACE

SAWCUT

2'

FDOT TYPE F CURB & GUTTER

EXISTING GROUND

CANTILEVER CONCRETE

RETAINING WALL

2.0%

2.5'

RESURFACE

1.5" SP 9.5 SURFACE COURSE (TRAFFIC B)

NEW CONSTRUCTION - WIDENING

1.5" SP 9.5 SURFACE COURSE (TRAFFIC B)

2" SP 12.5 STRUCTURAL COURSE (TRAFFIC B)

OPTIONAL BASE GROUP 14

TYPICAL SECTION

CR ���

STA� ������� � STA� �������

3:1

2:1

10'

PERFORMANCE TURF

- SOD)

VARIES

(PERFORMANCE TURF

- SOD)

2'

2'

ALABAMA CLASS 2 RIP RAP

OVER D-2 FILTER FABRIC

(24" THICK)

1.5" SP 9.5

SURFACE

COURSE

GUARDRAIL

TH

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REVISIONS

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A:\47000s\47155\009\PW\CADD\Roadway\TYPSRD02.dwg

PROJECT

WALTON COUNTY

CR 393 NORTHBOUND

RIGHT TURN LANE

TYPICAL SECTIONS

AARON HARRISON , P.E.

P.E. LICENSE NUMBER 87629

HALFF

130 N. RICHARD JACKSON BLVE., SUITE 103

PNAMA CITY BEACH , FL 32407

TRAFFIC DATA

DESIGN SPEED - 40 MPH, 35 MPH

POSTED SPEED - 30 MPH, 25 MPH

CLEAR ZONE - 6'

NOTES:

1. ALL FINAL SURFACE ASPHALT SHALL BE

PLACED WITH THE USE OF A MATERIAL

TRANSFER VEHICLE.

2. ALL TESTING SHALL BE IN ACCORDANCE

WITH FDOT STANDARDS AND

SPECIFICATIONS. (LATEST EDITION)

3. CLEAR ZONE FOR THIS PROJECT IS 6'.

THE DESIGN CLEAR ZONE DOES NOT

APPLY FOR CLEAR ZONE WIDTHS FOR

WORK ZONES.

4. USE STATIC COMPACTION ONLY.

5. ALL MILLED ASPHALT IS THE PROPERTY

OF THE COUNTY ROAD DEPARTMENT AND

SHALL BE DELIVERED TO 376 STATE

ROAD 65 NORTH, EASTPOINT, FLORIDA.

NOTE:

AFTER THE SUITABLE MATERIAL AND BASE HAVE BEEN COMPLETED, SAW CUT TWO FEET

OF EXISTING ASPHALT, THEN PROCEED WITH NEW ASPHALT.

SAW CUT

EX. ASPHALT

OPTIONAL BASE GROUP 9

SUITABLE MATERIAL COMPACTED

IN 6" LIFTS TO 98% MAX. DENSITY

AS PER AASHTO T-180

ROUGH SAW CUT SECTION

3" TYPE SP 9.5

SAW CUT

EX. ASPHALT

OPTIONAL BASE GROUP 9

SUITABLE MATERIAL COMPACTED

IN 6" LIFTS TO 98% MAX. DENSITY

AS PER AASHTO T-180

FINAL SAW CUT SECTION

ASPHALT PATCH DETAIL

(AFTER STABILIZER AND BASE HAVE BEEN COMPLETED)

N.T.S.

1' MIN.

VARIES

(PERFORMANCE TURF - SOD)

145' - R/W

℄ CONSTRUCTION

R /W

L

IN

E

R /W

LIN

E

3:1 -2.0%

EXISTING ROADWAY

±35.5' EXISTING ROADWAY

REMOVE

EXIST.

4'

ASPHALT

SHOULDER

RESURFACE

1.5" SP 9.5 SURFACE COURSE (TRAFFIC B)

NEW CONSTRUCTION - WIDENING

1.5" SP 9.5 SURFACE COURSE (TRAFFIC B)

2" SP 12.5 STRUCTURAL COURSE (TRAFFIC B)

OPTIONAL BASE GROUP 14

MATCH EX.MATCH EX.

1.5" SP 9.5

SURFACE COURSE

OPTIONAL BASE GROUP 14

(GRADED AGGREGATE BASE (GAB))

1.5" SP 9.5

SURFACE COURSE

2" SP 12.5

STRUCTURAL COURSE

10'

WIDENING±18' RESURFACE±17.5' RESURFACE

SAWCUT

TYPICAL SECTION

CR ���

STA� ������� � STA� �������

2' FDOT TYPE F

CURB & GUTTER

TH

E O

F F

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DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

CR 393 NORTHBOUND

RIGHT TURN LANE

TYPICAL SECTIONS

AARON HARRISON , P.E.

P.E. LICENSE NUMBER 87629

HALFF

130 N. RICHARD JACKSON BLVD.

SD

U

OHL

OHL

B F O

B F O

B F O

B F O

B F O

B F O

B F O

B F O

B F O

BFOBFOBFOBFO

O H L

O H L

E(B)E(B)E(B)E(B)E(B)E(B)E(B)E(B)E(B)

C(B) C(B) C(B) C(B) C(B) C(B) C(B) C(B) C(B)

T(B) T(B) T(B) T(B) T(B) T(B) T(B) T(B) T(B)

W L

W L

W L

W L

W L

W L

W L

W L

WL

WL WL WL WL WL WL

WLWLWLWL

WLWL

WL

W L

W L

W L

W L

W L

W L

WL

C R

REMOVE EXIST. ASPHALT PAVEMENT

U.S. HIGHWAY 98

1.5" PAVEMENT MILLING

CONCRETE SIDEWALK

SAWCUT

ASPHALT PAVEMENT

R/W

R/W

R/W

R/W

REMOVE EXIST. FDOT INLET

STORMSEWER INLET

(FULL OF WATER. PIPE INVERT,

SIZE, AND TYPE UNAVAILABLE AT

TIME OF SURVEY)

ELECTRICAL PULL BOX

TRAFFIC SIGNAL POLE AND CONCRETE PAD

CONCRETE HEADWALL

POWER POLE

CONCRETE SIDEWALK

24" RCP

DOUBLE 4'X5' BOX CULVERT

GRAVEL

STORMSEWER INLET

24" RCP

REMOVE EXIST. CONCRETE CURB & GUTTER

CONCRETE CURB & GUTTER

SAWCUT

REMOVE EXIST. ASPHALT PAVEMENT

+52.23

68.56 LT.

+39.19

68.31 LT.

+52.74

18.00 RT.

+53.13

251.39 RT.

+85.76

18.00 RT.+85.76

17.80 LT.

+02.13

18.00 RT.

FIBER OPTIC MARKER

ELECTRICAL PULL BOX

42" RCP

REMOVE SIDEWALK

TO NEAREST JOINT

STORMSEWER

MANHOLE

GAS LINE MARKER

STORM SEWER MANHOLE

STORM SEWER MANHOLE

SITE BENCHMARK 1

SET 12" IRON ROD

"SSMC TRAV PT."

NORTHING: 503691.03

EASTING: 1423292.15

ELEVATION = 15.67

GRATE INLET

(FULL OF WATER. PIPE INVERT,

SIZE, AND TYPE UNAVAILABLE AT

TIME OF SURVEY)

REMOVE EXIST. UTILITY MARKER

OSW/UPLAND-CUT DITCH

42" RCP

REMOVE ±8' OF EXIST. 42" RCP

8'

REMOVE EXIST. M.E.S.

REMOVE EXIST. M.E.S.

REMOVE EXIST. 42" RCP

SAWCUT AND REMOVE ASPHALT

PAVEMENT FOR STORM SEWER

REMOVAL

22'

EXTEND EXIST. CONCRETE HEADWALL (SHEET SHEETS 8 AND 26)

EXISTING CONDITIONS AND

DEMOLITION PLAN

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

A:\47000s\47155\009\PW\CADD\Roadway\PLANRD01.dwgAaron Harrison 12/16/2025 7:34:07 AM

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PROJECT

WALTON COUNTY

CR 393 NORTHBOUND

RIGHT TURN LANE

N

1"

0'

LEGEND

ASPHALT PAVEMENT MILLING

ASPHALT PAVEMENT REMOVAL

CONCRTE CURB & GUTTER AND CONCRETE

SIDEWALK REMOVAL

OSW/UPLAND-CUT DITCH

WL WL

WL

SPECIAL NOTE TO CONTRACTOR(S):

EXISTING UNDERGROUND AND ABOVE-GRADE FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED ON THESE CONTRACT DOCUMENTS BASED ON THE INFORMATION AND SURVEYS AVAILABLE AT THE TIME OF DRAWING PREPARATION. THE LOCATIONS OF THESE FEATURES MUST, THEREFORE, BE CONSIDERED APPROXIMATE, ONLY. IN ADDITION, THERE MAY BE OTHER FACILITIES, STRUCTURES, AND UTILITIES WHICH DID NOT EXIST (OR THE EXISTENCE OF WHICH WAS NOT KNOWN) AT THE TIME OF DRAWING PREPARATION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO HAVE ALL EXISTING FACILITIES, STRUCTURES, AND UTILITIES LOCATED IN THE FIELD PRIOR TO ANY EXCAVATION OR CONSTRUCTION ACTIVITY; AND TO PROTECT ALL SUCH EXISTING FEATURES (EXCEPT THOSE SPECIFICALLY NOTED FOR REMOVAL OR DEMOLITION) DURING

CONSTRUCTION.

NOTES:

1. STORM INLETS AND PIPES WERE FULL OF WATER AND DEBRIS AT THE TIME OF

SURVEY. CONTRACTOR SHALL VERIFY EXISTING FLOWLINES AND PIPE SIZES

PRIOR TO CONSTRUCTION. ADJUSTMENTS MAY BE NECESSARY TO MEET

EXISTING FLOWLINE ELEVATIONS AND PIPE SIZES.

AARON HARRISON , P.E.

P.E. LICENSE NUMBER 87629

HALFF

130 N. RICHARD JACKSON BLVD., SUITE 103

PANAMA CITY BEACH , FL 32407

CERTIFICATE OF AUTHORIZATION 33380

AutoCAD SHX Text

SD

AutoCAD SHX Text

SD

AutoCAD SHX Text U

OHL

OHL

B F O

B F O

B F O

B F O

B F O

B F O

B F O

B F O

B F O

BFOBFOBFOBFO

O H L

O H L

E(B)E(B)E(B)E(B)E(B)E(B)E(B)E(B)E(B)

C(B) C(B) C(B) C(B) C(B) C(B) C(B) C(B) C(B)

T(B) T(B) T(B) T(B) T(B) T(B) T(B) T(B) T(B)

W L

W L

W L

W L

W L

W L

W L

W L

WL

WL WL WL WL WL WL

WLWLWLWL

WLWL

WL

W L

W L

W L

W L

W L

W L

WL

C R

R/W

R/W

R/W

10'

U.S. HIGHWAY 98

(R/W VARIES)

EXIST. GAS LINE

+02.13

18.00 RT.

+85.76

18.00 RT.

+85.76

17.80 LT.

+39.19

68.31 LT.

+52.23

68.56 LT.

+52.13

28.00 RT.

+07.07

28.00 RT.

+52.07

72.73 RT.

+07.07

73.00 RT.

R45'

CONST. 8' OF 42" STORM SEWER, OPTIONAL MATERIAL

EXIST. 42" RCP

(FIELD VERIFY)

OSW/UPLAND-CUT DITCH

EXIST. 42" RCP

(FIELD VERIFY)

DR-4

DR-2

DR-1

DR-5

DR-8

DR-9

CONST. 49' OF 48" STORM SEWER, OPTIONAL MATERIAL

22'

8'

+86.23

30.00 RT.

DR-3

CONST. FDOT TYPE F CURB AND GUTTER

PROPOSED FDOT TYPE F CURB AND GUTTER

CONST. CANTILEVER CONCRETE REATAINING WALL

(SEE SHEETS S-1 THROUGH S-4 FOR ADDITIONAL INFORMATION)

CONST. GUARDRAIL AND MISC. ASPHALT PAVEMENT

INSTALL 19 SY ALABAMA CLASS 2 RIP RAP

OVER D-2 FILTER FABRIC (24" THICK)

℄ CR 393

CONST. FDOT TYPE CR-L CURB RAMP

CONST. CONCRETE SIDEWALK

SITE BENCHMARK

CONST. TYPE F CURB DRAINAGE CUT

(SEE DETAIL, SHEET XX)

CONST. DRIVEWAY ASPHALT PAVEMENT

(SEE DETAIL, SHEET XX)

CONST. GUARDRAIL END TREATMENT - TRAILING ANCHORAGE

CONST. GUARDRAIL TYPE CRT END TREATMENT

INSTALL 79 SY ALABAMA CLASS 2 RIP RAP

OVER D-2 FILTER FABRIC (24" THICK)

EXTEND EXIST. CONCRETE HEADWALL 1.5' VERTICALLY AND

CONSTRUCT 2' GRAVITY WALLS AT BOTH ENDS

(SEE DETAILS, SHEET 26)

PROPOSED 10' WIDE MULTI-USE PATH

(BY OTHERS)

PLAN VIEW

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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4‚ F

.A .C

PROJECT

WALTON COUNTY

CR 393 NORTHBOUND

RIGHT TURN LANE

N

1"

0'

SPECIAL NOTE TO CONTRACTOR(S):

EXISTING UNDERGROUND AND ABOVE-GRADE FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED ON THESE CONTRACT DOCUMENTS BASED ON THE INFORMATION AND SURVEYS AVAILABLE AT THE TIME OF DRAWING PREPARATION. THE LOCATIONS OF THESE FEATURES MUST, THEREFORE, BE CONSIDERED APPROXIMATE, ONLY. IN ADDITION, THERE MAY BE OTHER FACILITIES, STRUCTURES, AND UTILITIES WHICH DID NOT EXIST (OR THE EXISTENCE OF WHICH WAS NOT KNOWN) AT THE TIME OF DRAWING PREPARATION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO HAVE ALL EXISTING FACILITIES, STRUCTURES, AND UTILITIES LOCATED IN THE FIELD PRIOR TO ANY EXCAVATION OR CONSTRUCTION ACTIVITY; AND TO PROTECT ALL SUCH EXISTING FEATURES (EXCEPT THOSE SPECIFICALLY NOTED FOR REMOVAL OR DEMOLITION) DURING

CONSTRUCTION.

NOTES:

1. STORM INLETS AND PIPES WERE FULL OF WATER AND DEBRIS AT THE TIME OF

SURVEY. CONTRACTOR SHALL VERIFY EXISTING FLOWLINES AND PIPE SIZES

PRIOR TO CONSTRUCTION. ADJUSTMENTS MAY BE NECESSARY TO MEET

EXISTING FLOWLINE ELEVATIONS AND PIPE SIZES.

AARON HARRISON , P.E.

P.E. LICENSE NUMBER 87629

HALFF

130 N. RICHARD JACKSON BLVD., SUITE 103

PANAMA CITY BEACH , FL 32407

CERTIFICATE OF AUTHORIZATION 33380

AutoCAD SHX Text

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AutoCAD SHX Text U

OHL

OHL

OHL

OHL

OHL

OHL

B F O

B F O

B F O

B F O

B F O

B F O

B F O

E(B)E(B)E(B)E(B)E(B)E(B)E(B)E(B)E(B)E(B)E(B)E(B)E(B)E(B)E(B)

C(B) C(B) C(B) C(B) C(B) C(B) C(B) C(B) C(B) C(B) C(B) C(B) C(B) C(B) C(B)

T(B) T(B) T(B) T(B) T(B) T(B) T(B) T(B) T(B) T(B) T(B) T(B) T(B) T(B) T(B)

W L

W L

W L

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W L

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WL WL WL WL

WL

WL WL WL WL WL WL

WLWLWL

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WL

WL

WL

WL

W L

W L

W L

W L

W L

EXIST. 42" RCP

(FIELD VERIFY)

SITE BENCHMARK

EXIST. 42" RCP

(FIELD VERIFY)

DR-4

DR-2

DR-3

17.47 (BC)

17.36 (BC)

17.32 (BC)

17.90 (BC)

17.84 (BC)

17.05 (BC)

17.26 (BC) 17.86 (TC)

17.55 (TC) 17.90 (TC)

17.84 (TC)

17.97 (TC)

17.17 (TC)

16.67 (BC)

CONST. CANTILEVER CONCRETE RETAINING WALL

(SEE SHEETS S-1 THROUGH S-4 FOR ADDITIONAL INFORMATION)

PROPOSED 10' WIDE MULTI-USE PATH

(BY OTHERS)

INSTALL 79 SY ALABAMA CLASS 2 RIP RAP

OVER D-2 FILTER FABRIC (24" THICK)

GRADING PLAN

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

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A:\47000s\47155\009\PW\CADD\Roadway\GRADING PLAN.dwgAaron Harrison 12/16/2025 7:34:36 AM

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4‚ F

.A .C

PROJECT

WALTON COUNTY

CR 393 NORTHBOUND

RIGHT TURN LANE

N

1"

0'

SPECIAL NOTE TO CONTRACTOR(S):

EXISTING UNDERGROUND AND ABOVE-GRADE FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED ON THESE CONTRACT DOCUMENTS BASED ON THE INFORMATION AND SURVEYS AVAILABLE AT THE TIME OF DRAWING PREPARATION. THE LOCATIONS OF THESE FEATURES MUST, THEREFORE, BE CONSIDERED APPROXIMATE, ONLY. IN ADDITION, THERE MAY BE OTHER FACILITIES, STRUCTURES, AND UTILITIES WHICH DID NOT EXIST (OR THE EXISTENCE OF WHICH WAS NOT KNOWN) AT THE TIME OF DRAWING PREPARATION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO HAVE ALL EXISTING FACILITIES, STRUCTURES, AND UTILITIES LOCATED IN THE FIELD PRIOR TO ANY EXCAVATION OR CONSTRUCTION ACTIVITY; AND TO PROTECT ALL SUCH EXISTING FEATURES (EXCEPT THOSE SPECIFICALLY NOTED FOR REMOVAL OR DEMOLITION) DURING

CONSTRUCTION.

ABBREVIATIONS:

BC = BOTTOM OF CURB

TC = TOP OF CURB

AARON HARRISON , P.E.

P.E. LICENSE NUMBER 87629

HALFF

130 N. RICHARD JACKSON BLVD.

PANAMA CITY BEACH , FL 32407

CERTIFICATE OF AUTHORIZATION 33380

AutoCAD SHX Text

SD

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0+30.06

� CONST� CR ���

-5

-5

DR-8

STA 0+50.04 (48.59 Rt.)

CONST. 48" MES WITH 1:4 SLOPE

FDOT INDEX NO. 430-021

TOP: 14.57

FL 10.15 N (48" STORM SEWER, OPTIONAL MATERIAL)

CONST. 48" STORM SEWER, OPTIONAL MATERIAL (49')

DR-9

STA 0+98.64 (50.77 Rt.)

CONST. 48" MES WITH 1:4 SLOPE

FDOT INDEX NO. 430-021

TOP: 14.54

FL 10.12 S (48" STORM SEWER, OPTIONAL MATERIAL)

DR-6

DR-5

DRAINAGE STRUCTURES

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

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4‚ F

.A .C

PROJECT

WALTON COUNTY

CR 393 NORTHBOUND

RIGHT TURN LANE

1" = 10' HORIZONTAL

1" = 10' VERTICAL

NOTES:

1. STORM INLETS AND PIPES WERE FULL OF WATER AND DEBRIS AT THE TIME OF

SURVEY. CONTRACTOR SHALL VERIFY EXISTING FLOWLINES AND PIPE SIZES

PRIOR TO CONSTRUCTION. ADJUSTMENTS MAY BE NECESSARY TO MEET

EXISTING FLOWLINE ELEVATIONS AND PIPE SIZES.

AARON HARRISON , P.E.

P.E. LICENSE NUMBER 87629

HALFF

130 N. RICHARD JACKSON BLVD., SUITE 103

2+87.99

-10

-5

-10

DR-1

STA 2+86.83 (-19.08 Lt.)

EXIST. TYPE 5 CURB INLET RIGHT

TOP: 17.18

FL 8.23 E (EXIST. 42" RCP

(FIELD VERIFY))

DR-2

STA 2+89.22 (20.13 Rt.)

TYPE J8 MANHOLE

FDOT INDEX NO. 4251-000 & 425-010

TOP: 16.71

FL 8.14 W (EXIST. 42" RCP

(FIELD VERIFY))

FL 8.14 E (42" STORM SEWER, OPTIONAL MATERIAL)

DR-3

STA 2+88.91 (28.20 Rt.)

CONST. TYPE P-9 CURB INLET

FDOT INDEX NO. 425-010 & 425-024

TOP: 16.93

FL 8.12 W (42" STORM SEWER, OPTIONAL MATERIAL)

FL 5.25 E (Pipe Culvert S/CD)

DR-4

STA 2+87.20 (73.72 Rt.)

Index No. 425-001 - Type 7 Manhole (1 or 2-Piece Cover (Center), Round Bottom)

TOP: 15.44

FL 5.09 W (Pipe Culvert S/CD) FL 8.34 N (Pipe Culvert S/CD) FL 5.09 S (Pipe Culvert S/CD)

CONST. 42" STORM SEWER, OPTIONAL MATERIAL (8')

Pipe Culvert S/CD (46')

EXIST. 42" RCP

(FIELD VERIFY) (39')

DR-2

DR-3

DR-1

DR-4

ALABAMA CLASS 2 RIP RAP

OVER D-2 FILTER FABRIC

(24" THICK)

EXISTING GROUND LINE

PROPOSED GROUND LINE

DRAINAGE STRUCTURES

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

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4‚ F

.A .C

PROJECT

WALTON COUNTY

CR 393 NORTHBOUND

RIGHT TURN LANE

1" = 10' HORIZONTAL

1" = 10' VERTICAL

NOTES:

1. STORM INLETS AND PIPES WERE FULL OF WATER AND DEBRIS AT THE TIME OF

SURVEY. CONTRACTOR SHALL VERIFY EXISTING FLOWLINES AND PIPE SIZES

PRIOR TO CONSTRUCTION. ADJUSTMENTS MAY BE NECESSARY TO MEET

EXISTING FLOWLINE ELEVATIONS AND PIPE SIZES.

AARON HARRISON , P.E.

P.E. LICENSE NUMBER 87629

HALFF

130 N. RICHARD JACKSON BLVD.

1+20.00

1+50.00

� CONST� CR ���

2+00.00

� CONST� CR ���

.8

.0

.1

.4

-2.0%

-2.0%

.0

.0

.0

.2

.6

9.

9.

.2

-3:1 2:1

-3:1 2:1

-3:1 2:1

-2.0%16 .2

.1

.5

.0

.0

.1

ALABAMA CLASS 2 RIP RAP

OVER D-2 FILTER FABRIC

(24" THICK)

CROSS SECTIONS

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

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.A .C

PROJECT

WALTON COUNTY

CR 393 NORTHBOUND

RIGHT TURN LANE

1" = 10' HORIZONTAL

1" = 10' VERTICAL

AARON HARRISON , P.E.

P.E. LICENSE NUMBER 87629

HALFF

130 N. RICHARD JACKSON BLVD., SUITE 103

2+50.00

2+50.00

� CONST� CR ���

2+60.00

� CONST� CR ���

.5

.5

.6

-2.0%

-2.0%

-2.0% 16 .4

.8

9.

9.

.1

.3

.7

9.

9.

.1

.3

.7

9.

9.

.1

-3:1 2:1

-3:1 2:1

-3:1

2:1

EXTENT EXIST. HEADWALL 1.5'

CROSS SECTIONS

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

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4‚ F

.A .C

PROJECT

WALTON COUNTY

CR 393 NORTHBOUND

RIGHT TURN LANE

1" = 10' HORIZONTAL

1" = 10' VERTICAL

AARON HARRISON , P.E.

P.E. LICENSE NUMBER 87629

HALFF

130 N. RICHARD JACKSON BLVD., SUITE 103

3+00.00

3+50.00

� CONST� CR ���

3+10.00

� CONST� CR ���

.8

.1

.0

0.7%

-2.0%

-1.8%

.6

.9

9.

9.

.7

.8

.2

.6

12.48

9.

9.

54 10

.8

.9

15.84 ALABAMA CLASS 2 RIP RAP

OVER D-2 FILTER FABRIC

(24" THICK)

ALABAMA CLASS 2 RIP RAP

OVER D-2 FILTER FABRIC

(24" THICK)

3+00.00

� CONST� CR ���

3+50.00

� CONST� CR ���

3+10.00

� CONST� CR ���

.8

.1

.0

0.7%

-2.0%

-1.8%

.6

.9

9.

9.

.7

.8

.2

.6

12.48

9.

9.

54 10

.8

.9

15.84 ALABAMA CLASS 2 RIP RAP

OVER D-2 FILTER FABRIC

(24" THICK)

ALABAMA CLASS 2 RIP RAP

OVER D-2 FILTER FABRIC

(24" THICK)

CROSS SECTIONS

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

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.A .C

PROJECT

WALTON COUNTY

CR 393 NORTHBOUND

RIGHT TURN LANE

CROSS SECTIONS

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

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4‚ F

.A .C

PROJECT

WALTON COUNTY

CR 393 NORTHBOUND

RIGHT TURN LANE

1" = 10' HORIZONTAL

1" = 10' VERTICAL

AARON HARRISON , P.E.

P.E. LICENSE NUMBER 87629

HALFF

130 N. RICHARD JACKSON BLVD., SUITE 103

WRUN AUHD

A B C

D

ROAD

WORK

AHEAD

ONE LANE

ROAD

AHEAD

BE

PREPARED

TO STOP

Buffer Space See

Table 1

250' C B A

D

ROAD

WORK

AHEAD

ONE LANE

ROAD

AHEAD

BE

PREPARED

TO STOP

Tangent

Taper Length 50' to 100'

Device Spacing (See Table 1)

* May Be omitted if ROAD WORK AHEAD sign is installed upstream within the project limits.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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.A .C

PROJECT

WALTON COUNTY

CR 393 NORTHBOUND

RIGHT TURN LANE

TRAFFIC CONTROL PLAN

Work Area

Channelizing Device (See Index 102-600)

Work Zone Sign

Flagger

Lane Identification + Direction Of Traffic

SYMBOLS:

Work Area

Channelizing Device (See Index 102-600)

Work Zone Sign

Flagger

Lane Identification + Direction Of Traffic

SYMBOLS:

TABLE 1

Posted Speed

DEVICE SPACING

Distance Between Signs Buffer Space

Maximum Spacing of Cones or Tubular

Markers

Maximum Spacing of Type I or Type II

Barricades/ Panels/Drums

On a Taper

On a Tangent

On a Taper

On a Tangent

A B C D

25 20' 50' 20' 50' 200' 200' 200' 100' 155'

30 20' 50' 20' 50' 200' 200' 200' 100' 200'

35 20' 50' 20' 50' 200' 200' 200' 100' 250'

40 20' 50' 20' 50' 200' 200' 200' 100' 305'

45 20' 50' 20' 50' 200' 350' 350' 175' 360'

50 20' 50' 20' 100' 200' 500' 500' 250' 425'

55 20' 50' 20' 100' 200' 2640' 1500' 500 495'

60 20' 50' 20' 100' 200' 2640' 1500' 500' 570'

65 20' 50' 20' 100' 200' 2640' 1500' 500' 645'

70 20' 50' 20' 100' 200' 2640' 1500' 500' 730'

AARON HARRISON , P.E.

P.E. LICENSE NUMBER 87629

HALFF

130 N. RICHARD JACKSON BLVD., SUITE 103

SHEET

NO.

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4‚ F

.A .C

PROJECT

WALTON COUNTY

CR 393 NORTHBOUND

RIGHT TURN LANE

TRAFFIC CONTROL PLAN

TABLE 1

Posted Speed

DEVICE SPACING

Distance Between Signs Buffer Space

Maximum Spacing of Cones or Tubular

Markers

Maximum Spacing of Type I or Type II

Barricades/ Panels/Drums

On a Taper

On a Tangent

On a Taper

On a Tangent

A B C D

25 20' 50' 20' 50' 200' 200' 200' 100' 155'

30 20' 50' 20' 50' 200' 200' 200' 100' 200'

35 20' 50' 20' 50' 200' 200' 200' 100' 250'

40 20' 50' 20' 50' 200' 200' 200' 100' 305'

45 20' 50' 20' 50' 200' 350' 350' 175' 360'

50 20' 50' 20' 100' 200' 500' 500' 250' 425'

55 20' 50' 20' 100' 200' 2640' 1500' 500 495'

60 20' 50' 20' 100' 200' 2640' 1500' 500' 570'

65 20' 50' 20' 100' 200' 2640' 1500' 500' 645'

70 20' 50' 20' 100' 200' 2640' 1500' 500' 730'

Work Area

Channelizing Device (See Index 102-600)

Work Zone Sign

Flagger

Lane Identification + Direction Of Traffic

SYMBOLS:

Work Area

Channelizing Device (See Index 102-600)

Work Zone Sign

Flagger

Lane Identification + Direction Of Traffic

SYMBOLS:

AARON HARRISON , P.E.

P.E. LICENSE NUMBER 87629

HALFF

130 N. RICHARD JACKSON BLVD., SUITE 103

SHEET

NO.

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4‚ F

.A .C

PROJECT

WALTON COUNTY

CR 393 NORTHBOUND

RIGHT TURN LANE

TRAFFIC CONTROL PLAN

TABLE 1

Posted Speed

DEVICE SPACING

Distance Between Signs Buffer Space

Maximum Spacing of Cones or Tubular

Markers

Maximum Spacing of Type I or Type II

Barricades/ Panels/Drums

On a Taper

On a Tangent

On a Taper

On a Tangent

A B C D

25 20' 50' 20' 50' 200' 200' 200' 100' 155'

30 20' 50' 20' 50' 200' 200' 200' 100' 200'

35 20' 50' 20' 50' 200' 200' 200' 100' 250'

40 20' 50' 20' 50' 200' 200' 200' 100' 305'

45 20' 50' 20' 50' 200' 350' 350' 175' 360'

50 20' 50' 20' 100' 200' 500' 500' 250' 425'

55 20' 50' 20' 100' 200' 2640' 1500' 500 495'

60 20' 50' 20' 100' 200' 2640' 1500' 500' 570'

65 20' 50' 20' 100' 200' 2640' 1500' 500' 645'

70 20' 50' 20' 100' 200' 2640' 1500' 500' 730'

Work Area

Channelizing Device (See Index 102-600)

Work Zone Sign

Flagger

Lane Identification + Direction Of Traffic

SYMBOLS:

Work Area

Channelizing Device (See Index 102-600)

Work Zone Sign

Flagger

Lane Identification + Direction Of Traffic

SYMBOLS:

AARON HARRISON , P.E.

P.E. LICENSE NUMBER 87629

HALFF

130 N. RICHARD JACKSON BLVD., SUITE 103

SHEET

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.A .C

PROJECT

WALTON COUNTY

CR 393 NORTHBOUND

RIGHT TURN LANE

TRAFFIC CONTROL PLAN

AARON HARRISON , P.E.

P.E. LICENSE NUMBER 87629

HALFF

130 N. RICHARD JACKSON BLVD., SUITE 103

PROJECT OVERVIEW

THE PROPOSED PROJECT WILL INVOLVE THE…