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INDEX OF SHEETS

SHEET No. SHEET DESCRIPTION

1 COVER SHEET

2 GENERAL NOTES

3 TYPICAL SECTIONS

4-27 PLAN & CROSS SECTIONS

28 GRAVITY WALL PLAN AND PROFILE

29-40 SIGNING AND PAVEMENT MARKING

41-52 SEDIMENT AND EROSION CONTROL PLAN

53 SWPPP

54 SWPPP DETAILS

55-56 CONSTRUCTION DETAILS

NOT TO SCALE

LOCATION MAP

OWNER/CLIENT: PREPARED BY:

PROJECT SITE

SURVEYED DATE:

12/2023

AVO: 47155.004 DATE: 12/2024

RYAN TRUBIA, E.I.

NORTH RICHARD JACKSON BLVD., SUITE 103

PANAMA CITY BEACH FLORIDA 32307

EMAIL: RTRUBIA@HALFF.COM

TEL: (850) 848-9420

S. STINSON & ASSOCIATES, INC.

147 JOHNNY RD.

LAMONT, FLORIDA 32336

TEL: (850) 509-3116

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.

HALFF

CONTACT: DAVID W. HUTCHESON, P.E.

EMAIL: DHUTCHESON@HALFF.COM

TEL: (850) 848-9414

FIRM/ BUSINESS NO.: CA33380 STATE: FLORIDA

WALTON COUNTY

79 N 6TH STREET,

DEFUNIAK SPRINGS FLORIDA 32433

www.co.walton.fl.us

HALFF ASSOCIATES, INC.

2255 KILLEARN CENTER BLVD., SUITE 200

TALLAHASSEE FLORIDA 32309

TEL. (850) 224-4400

www.halff.com

PEDESTRIAN IMPROVEMENTS PHASE 1

FPID PROJECT NUMBER: 453227-1-54-01

BID PLANS

MACK BAYOU ROAD

MACK BAYOU ROAD / US HIGHWAY 98 W

12/2024

FLORIDA DEPARTMENT OF TRANSPORTATION FY 2024-25 STANDARD

PLANS AND APPLICABLE DESIGN STANDARDS REVISIONS (DSRs) AT

THE FOLLOWING WEBSITE:

https://www.fdot.gov/design/standardplans/current/default.shtm

FLORIDA DEPARTMENT OF TRANSPORTATION JANUARY 2023

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION

AT THE FOLLOWING WEBSITE:

https://www.fdot.gov/programmanagement/implemented/specbooks/default.shtm

STATE OF FLORIDA EROSION AND SEDIMENT CONTROL

DESIGNER AND REVIEWER MANUAL, LATEST EDITION: JULY 2013

https://www.flrules.org/Gateway/reference.asp?No=Ref-04227

CERTIFICATE OF AUTHORIZATION 33380

HALFF ASSOCIATES, INC.

130 N. RICHARD JACKSON BLVD., SUITE 103

PANAMA CITY BEACH, FL 32407

AARON HARRISON, P.E. NO. 87629

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL

BE RESPONSIBLE FOR THIS REPORT IN ACCORDANCE

WITH RULE 61G15-23.004, F.A.C.

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED

AND THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

STATE OF

No 87629

P R O

FESSIONAL ENGIN

EE

R

AARON M. HARRISON

F L O R I D A

L I C E N S E

PROJECT PLANS

SHEET NO SHEET DESCRIPTION

1 COVER SHEET

2 GENERAL NOTES

3 TYPICAL SECTIONS

4-27 PLAN & CROSS SECTIONS

28 GRAVITY WALL PLAN AND PROFILE

29-40 SIGNING AND PAVEMENT MARKING

41-52 SEDIMENT AND EROSION CONTROL PLAN

53 SWPPP

54 SWPPP DETAILS

55-56 CONSTRUCTION DETAILS

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HALFF ASSOCIATES, INC.

LICENSE NO.

11/21/2024

NAME

DATE

FIRM OR BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

AARON HARRISON PE

87629

CA 33380 FL

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

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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. 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.

3. 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.

4. 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.

5. 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.

6. 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.

7. 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.

8. 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.

9. 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.

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

IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS.

11.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:

12.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.

13.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.

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

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

ABSENCES FROM THE SITE UNLESS APPROVED BY THE OWNER.

16.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).

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

SOUTHERN EARTH SCIENCES. 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 SOUTHERN EARTH

SCIENCES.

18.ALL SIDEWALKS AND MULIT-USE TRAILS TO BE A MINIMUM 3,000 PSI CONCRETE AND 4 IN.

THICK, EXCEPT AT DRIVEWAY CROSSINGS WHERE THEY SHALL BE 6 IN. THICK.

19.WHERE SIDEWALK AND/OR MULTI-USE TRAIL IS CONSTRUCTED WITHIN 10 FT. OF ANY CURB

INLET, THE SOIL UNDER THE PROPOSED SIDEWALK WITHIN 10 FT. OF THE INLET SHALL BE

COMPACTED TO 98% OF THE MODIFIED PROCTOR DENSITY. CONTRACTOR SHALL PROVIDE

QUALITY CONTROL SAMPLING AT A RATE OF ONE PER FIVE INSTANCES.

20.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.

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 DAVID POOLE (850) 300-7032

COX COMMUNICATIONS TIM HUTZENBUEHLER (850) 314-8163

FLORIDA POWER & LIGHT JEREMY COON (850) 689-4629

GIGA POWER LLC KEJON WILLIAMS

MEDIACOM PAUL PITTS (845) 913-6499

OKALOOSA GAS SHAWN CROFT (850) 729-4865

SOUTH WALTON UTILITY RYAN CHRISTENSEN (850) 837-2988

COMPANY

UNITI FIBER JAMES HILL (850) 544-1400

WALTON COUNTY PUBLIC MARTY BRACKNEY (850) 307-1151

WORKS - TRAFFIC

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.

SYMBOL & LINE TYPE LEGEND

These standard symbols will be found in the drawing.

Cleanout

Found Concrete Monument

Fire Hydrant

Found Iron Rod/Cap

Found Iron Pipe

Handicap Parking

Light Pole

Water Meter

Backflow Preventer

Bollard

Cable Box

Wetland Flag

Mailbox

Sanitary Sewer Manhole

T Telephone Pedestal

GM Gasline Marker

Concrete Power Pole

E Electric Box/Outlet

Electric Meter

Gas Valve

Water Valve

Single Support Sign

Guy Anchor

Wooden Power PoleFiberOptic Warning Post Storm Water ManholeF

Irrigation Control Valve

ICV

X Wire Fence Wood Board Fence Aluminum Rail Fence

W Water Line G Gas Line FO FiberOptic Line OHU Overhead Utility Line

FM Sewer Force Main Buried Cable Cable Storm Pipe UE Underground Electric24" RCP

C

Chainlink Fence

Sewer Valve

SV

47155.004 11/11/2024

RMT

AMH

N/A

GENERAL

NOTES

47155.004 11/11/2024

RMT

AMH

N/A

TYPICAL

SECTIONS

FI

LE

N

AM

E:

A

:\4 s\

5\

4\

PW

\C

AD

D \S he et s\ Ph as e

1\ Ty pi ca l S ec tio ns

-P ha se

.d w g D

AT

E:

N ov em be r 2 1, 4, T

IM

E:

:2

AM

, U

SE

R : a h5

HALFF ASSOCIATES, INC.

LICENSE NO.

11/21/2024

NAME

DATE

FIRM OR BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

AARON HARRISON PE

87629

CA 33380 FL

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

D

AT

E

D

ES

C R

IP

TI

O N

R

EV

IS

IO

N

K

IL

LE

AR

N C

EN

TE

R B

LV

D

SU

IT

E

TA

LL

AH

AS

SE

E, F

LO

R

ID

A

TE

L.

(8

) 2

-4

10' LANE10' LANE

SHOULDER

VARIES 0"-6'

℄ CONST.

(PROP. CROWN)

R/W LINE R/W LINE

0.02

66' R/W

LIMIT OF

CONSTRUCTION

LIMIT OF

CONSTRUCTION

EXIS. TYPE B

STABILIZATION

N.T.S.TYPICAL SECTION MACK BAYOU ROAD ASPHALT EXTENSION

VARIES

(0.02-0.06)

2'

0.02

8' MULTI-USE TRAIL

MILL AND RESURFACE

EXISTING PAVEMENT

NATURAL GROUND

NATURAL GROUND

10' LANE10' LANE

℄ CONST.

(PROP. CROWN)

R/W LINE R/W LINE

0.02

R/W VARIES (62'-65')

LIMIT OF

CONSTRUCTION

LIMIT OF

CONSTRUCTION

EXIS. TYPE B

STABILIZATION

N.T.S.TYPICAL SECTION MACK BAYOU ROAD

0.02

SOD VARIES (0'-12')8' MULTI-USE TRAIL

MILL AND RESURFACE

EXISTING PAVEMENT

NATURAL GROUND

NATURAL GROUND

STA. 100+00.00 TO 174+70.00

STA. 174+70.00 TO 208+43.00

MILLING

MILL EXISTING ASPHALT

PAVEMENT FOR DEPTH (1")

RESURFACING

FRICTION COURSE FC-12.5 (1.5")

8' TRAIL / MULTI-USE TRAIL

12" STABILIZED SUB GRADE (LBR 40)

OPTIONAL BASE GROUP 1 (6")

SP-9.5 STRUCTURAL COURSE (TRAFFIC B) (1.5")

MILLING

MILL EXISTING ASPHALT

PAVEMENT FOR DEPTH (1")

RESURFACING

FRICTION COURSE FC-12.5 (1.5")

8' TRAIL / MULTI-USE TRAIL

4" CONCRETE (3,000 PSI FIBER REINFORCED)

ALTERNATE: 5" THICK 2500 PSI POROUS CONCRETE WITH

2" LAYER OF 57 STONE

ZICLA ZEBRA 9

PEDESTRIAN

SEPERATOR

(15' O.C.)

CURB TYPE D

WITH 12" DRAINAGE

SLOTS EVERY 10'

* SEE PLAN SHEETS AND

DETAIL, SHEET 55 FOR

TYPE D CURB LOCATIONS

AND ADDITIONAL

INFORMATION

2'-4' ASPHALT

EXTENSION

0.02

0.5'

0.015

M

AC

K

BA

YO

U

R O

AD

PE

D

ES

TR

IA

N

IM

PR

O

VE

M

EN

TS

PH

AS

E

W

AL

TO

N

C O

U N

TY

, F

L.

REMOVE EXIST.

ASPHALT PAVEMENT

AND BASE

6'

FULL DEPTH

SAWCUT

SHOULDER TREATMENT 1

(FDOT INDEX NO. 570-010)

WLWLWLWLWLWLWLWLWLWLWLWLWLWL

ELEC. BOX

ELEC. BOX ON

CONC. PAD

R/W SIGN

STOP SIGN

CREDIT UNION SIGN

EXIT SIGN

STOP SIGN

STOP SIGN

INFO SIGN

INFO SIGN

F.O.C. VAULT

F.O.C. VAULT

ELEC. VAULT

Parcel ID 25-2S-21-42000-002-0000

TIITF/AG-FORESTRY & GFWFC

O.R. 862, PG. 57

Parcel ID 25-2S-21-42000-015-0000

SACRED HEART HOSPITAL

OF PENSACOLA

O.R. 2338, PG. 864

Parcel ID 25-2S-21-42000-015-0000

SACRED HEART HOSPITAL

OF PENSACOLA

O.R. 2338, PG. 864

Parcel ID 25-2S-21-42000-002-0010

FLORIDA POWER & LIGHT COMPANY

(100' POWER LINE EASEMENT)

Parcel ID 25-2S-21-42000-002-0010

FLORIDA POWER & LIGHT COMPANY

(100' POWER LINE EASEMENT)

MACK BAYOU CENTER

PLAT BOOK 16, PAGE 1

Parcel ID 25-2S-21-42000-020-0000

ARMY AVIATION CENTER FEDERAL CU

O.R. 2465, PG. 1493

M O

N A

R C

H D

R

' R /W

PA

V

ED

MACK BAYOU RD

R/W VARIES - PAVED

EXIST. 18" RCP18" RCP

18"LVOAK

26"SWTGUM

21"LVOAK

15"REDOAK

19"PALM 22"PINE

15"LAUREL

A

SPH

A

LT

EN

TR

A N

C E

A

SPH

A

LT

D R

IV

EW

A

YA

SPH

A

LT

D

R

IV

EW

A

Y

SDMH

TOP=14.58'

B.O.S.=6.14'

(FULL)

M.E.S.

INV.=12.32'

M.E.S.

INV.=12.44'

M.E.S.

INV.=13.97'

M.E.S.

INV.=14.10'

M.E.S.

INV.=13.10'

SITE B/M

SET 5/8" IRON ROD

NORTHING: 505848.487

EASTING: 1399373.297

ELEVATION: 16.55'

M.E.S.

INV.=12.92

DETECTABLE

WARNINGS

(TYP.)

PROPOSED WIDENING

(TYP.)

WATER VALVE

EXIST. WATER MAIN

EXIST. WATER MAIN

POWER POLE

W/ GUY WIRES

EXIST. R/W

BEGIN PROJECT

BEGIN 8' MULTI-USE TRAIL

MILLING AND RESURFACING

CONST. STA. 100+36.00

MACK BAYOU ROAD

EXIST. R/W

PROP. 8' MULTI-USE TRAIL

℄ MACK BAYOU ROAD

BEGIN MILLING AND RESURFACING

℄ CONST. STA. 102+34.63

MACK BAYOU ROAD

POWER POLE

W/ GUY WIRES

EXIST. 18" RCP

ZICLA ZEBRA 9

LANE SEPERATOR

15' O.C. (TYP)

66'

35'

10'

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

POWER POLE

EXIST. GAS MAIN

5' PAVED DRIVEWAY APRON

(TYP.)

(ADJUST TO GRADE)

WETLANDS

M

AT

C H

LI

N

E

ST

A.

+2

100+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

101+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

101+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

102+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

102+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

103+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

103+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

104+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

.4

.4

.2

.2

.2

.9

.0

.1

.1

.9

.9

.9

.5

.7

.7

.7

.7

.8

.8

.6

.6

.6

.2

.4

.4

.4

.4

.5

.5

.3

.3

.3

.9

.1

.1

.1

.1

.2

.2

.0

.0

.0

.6

.8

.9

.9

.7

.7

.7

.4

.6

.6

.6

.5

.5

.5

.3

.3

.3

.0

.1

.1

.1

.1

.7

.7

.5

.5

.5

.2

.3

.3

.3

.3

R

OW

R

OW R

OW

R

OW R

OW

R

OW

R

OW

R

OW

R

OW

R

OW R

OW

R

OW R

OW

R

OW R

OW

PAVED APRON

FDOT INDEX 330-001

PAVED APRON

FDOT INDEX 330-001

LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR LANE SEPERATOR

LANE SEPERATOR

W L

W L

W L

SCALE IN FEET

10 20 40

47155.004 11/11/2024

RMT

AMH

1" = 20'

PLAN AND

CROSS SECTIONS

FI

LE

N

AM

E:

A

:\4 s\

5\

4\

PW

\C

AD

D \S he et s\ Ph as e

1\ R

D

XS

R D

-P ha se

.d w g

D

AT

E:

N ov em be r 2

1, 4, T

IM

E:

:2

AM

, U

SE

R

: a h5

HALFF ASSOCIATES, INC.

LICENSE NO.

11/21/2024

NAME

DATE

FIRM OR BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

AARON HARRISON PE

87629

CA 33380 FL

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

D

AT

E

D

ES

C R

IP

TI

O N

R

EV

IS

IO

N

K

IL

LE

AR

N C

EN

TE

R B

LV

D

SU

IT

E

TA

LL

AH

AS

SE

E, F

LO

R

ID

A

TE

L.

(8

) 2

-4

LEGEND

PAVEMENT WIDENING

MILLING AND RESURFACING

8' TRAIL, 5' SIDEWALK (CONCRETE)

MISC. ASPHALT PAVEMENT

PAVED DRIVEWAY APRON

EXISTING WETLANDS

DETECTABLE WARNINGS

1" = 20' HORIZONTAL

1" = 10' VERTICAL

1. DRAWING SCALE IS ONLY VALID FOR 22" x 34" SHEET. PLEASE REFER TO SCALE

BAR ABOVE.

2. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS, ADJUSTMENTS,

AND/OR PROTECTION WITH THE AFFECTED UTILITY COMPANY.

3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

4. SEE SIGNING AND PAVEMENT MARKING PLANS FOR SIGN REMOVAL/RELOCATION.

NOTES:

M

AC

K

BA

YO

U

R O

AD

PE

D

ES

TR

IA

N

IM

PR

O

VE

M

EN

TS

PH

AS

E

W

AL

TO

N

C O

U N

TY

, F

L.

WL

WLWLWLWLWLWLWLWLWLWLWLWLWLWLWL WLWLWLWLWL

W L

DON'T LITTER SIGN

TRANSFORMER ON

CONC. PAD

FORCE MAIN

REAL ESTATE SIGN SIGN

BFP

STOP SIGN

METAL POWER POLE

MACK BAYOU RD

R/W VARIES - PAVED

Parcel ID 25-2S-21-42340-000-0010

MY VACATION HAVEN LLC

O.R. 3241, PG. 4996

Parcel ID 25-2S-21-42000-002-0000

TIITF/AG-FORESTRY & GFWFC

O.R. 862, PG. 57

Parcel ID 25-2S-21-42000-002-0000

TIITF/AG-FORESTRY & GFWFC

O.R. 862, PG. 57

SA

IN

T JO

H

N S R

D 60' R

/W

- PA

V

ED

Parcel ID 25-2S-21-42340-000-0280

BC CAPITAL PROPERTIES LLC

O.R. 3077, PG. 3949

Parcel ID 25-2S-21-42000-015-0000

SACRED HEART HOSPITAL

OF PENSACOLA

O.R. 2338, PG. 864

Parcel ID 25-2S-21-42000-002-0010

FLORIDA POWER & LIGHT COMPANY

O.R. 3177, PG. 501

(100' POWER LINE EASEMENT)

Parcel ID 25-2S-21-42000-002-0010

FLORIDA POWER & LIGHT COMPANY

O.R. 3177, PG. 501

(100' POWER LINE EASEMENT)

M.E.S.

INV.=10.42'

SITE B/M

SET 5/8" IRON ROD

NORTHING: 506495.428

EASTING: 1399462.049

ELEVATION: 11.77'

EXIST. R/W

EXIST. R/W

PROP. 8' MULTI-USE TRAIL

℄ MACK BAYOU ROADZICLA ZEBRA 9

LANE SEPERATOR

15' O.C. (TYP)

BURIED WATER

LINE SIGN

POWER POLE

TRANSFORMER

ON CONC. PAD

WATER VALVE

18" RCP

M.E.S.

INV.=10.52'

GAS MARKER

PROPOSED WIDENING

(TYP.)

ZICLA ZEBRA 9

LANE SEPERATOR

15' O.C. (TYP)

WATER VALVE

(ADJUST TO GRADE) WATER VALVEDETECTABLE

WARNINGS

(TYP.)

66'

34'104+00 105+00 106+00 107+00 108+00 109+00

POWER POLE

POWER POLE

5' PAVED DRIVEWAY APRON

(TYP.)

(ADJUST TO GRADE)

WETLANDS

WETLANDS

M

AT

C H

LI

N

E

ST

A.

+2

M

AT

C H

LI

N

E

ST

A.

+9

104+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

105+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

105+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

106+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

106+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

107+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

107+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

108+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

108+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

.2

.2

.0

.0

.0

.8

.9

.9

.9

.8

.9

.9

.7

.7

.7

.4

.5

.5

.5

.5

.6

.6

.4

.4

.4

.2

.3

.3

.3

.2

.4

.4

.2

.2

.2

.0

.1

.1

.1

.0

.3

.3

.1

.1

.1

.8

.9

.9

.9

.9

.2

.2

.0

.0

.0

.7

.8

.8

.8

.8

.1

.1

.9

.9

.9

.7

.8

.8

.8

.7

.0

.0

.8

.8

.8

.6

.7

.0

.0

.8

.8

.8

.5

.6

.6

.6

.6

R

OW

R

OW

R

OW

R

OW

R

OW R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

PAVED APRON

FDOT INDEX 330-001

LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR LANE SEPERATOR

LANE SEPERATOR

W L

W L

W L

W L

W L

SCALE IN FEET

10 20 40

47155.004 11/11/2024

RMT

AMH

1" = 20'

PLAN AND

CROSS

SECTIONS

FI

LE

N

AM

E:

A

:\4 s\

5\

4\

PW

\C

AD

D \S he et s\ Ph as e

1\ R

D

XS

R D

-P ha se

.d w g

D

AT

E:

N ov em be r 2

1, 4, T

IM

E:

:2

AM

, U

SE

R

: a h5

HALFF ASSOCIATES, INC.

LICENSE NO.

11/21/2024

NAME

DATE

FIRM OR BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

AARON HARRISON PE

87629

CA 33380 FL

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

D

AT

E

D

ES

C R

IP

TI

O N

R

EV

IS

IO

N

K

IL

LE

AR

N C

EN

TE

R B

LV

D

SU

IT

E

TA

LL

AH

AS

SE

E, F

LO

R

ID

A

TE

L.

(8

) 2

-4

1" = 20' HORIZONTAL

1" = 10' VERTICAL

1. DRAWING SCALE IS ONLY VALID FOR 22" x 34" SHEET. PLEASE REFER TO SCALE

BAR ABOVE.

2. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS, ADJUSTMENTS,

AND/OR PROTECTION WITH THE AFFECTED UTILITY COMPANY.

3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

4. SEE SIGNING AND PAVEMENT MARKING PLANS FOR SIGN REMOVAL/RELOCATION.

NOTES:

M

AC

K

BA

YO

U

R O

AD

PE

D

ES

TR

IA

N

IM

PR

O

VE

M

EN

TS

PH

AS

E

W

AL

TO

N

C O

U N

TY

, F

L.

LEGEND

PAVEMENT WIDENING

MILLING AND RESURFACING

8' TRAIL, 5' SIDEWALK (CONCRETE)

MISC. ASPHALT PAVEMENT

PAVED DRIVEWAY APRON

EXISTING WETLANDS

DETECTABLE WARNINGS

WLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWL

VAULT VAULT

Parcel ID 25-2S-21-42000-002-0000

TIITF/AG-FORESTRY & GFWFC

O.R. 862, PG. 57Parcel ID 25-2S-21-42000-002-0000

TIITF/AG-FORESTRY & GFWFC

O.R. 862, PG. 57

Parcel ID 25-2S-21-42340-000-0010

MY VACATION HAVEN LLC

O.R. 3241, PG. 4996

Parcel ID 25-2S-21-42000-002-0000

TIITF/AG-FORESTRY & GFWFC

O.R. 862, PG. 57

MACK BAYOU RD

R/W VARIES - PAVED

SDMH

TOP=12.96'

B.O.S.=5.70'

(FULL)

EXIST. R/W

EXIST. R/W

PROP. 8' MULTI-USE TRAIL

℄ MACK BAYOU ROADZICLA ZEBRA 9

LANE SEPERATOR

15' O.C. (TYP)

PROPOSED WIDENING

(TYP.)

66'

35'

WATER VALVEWATER VALVE

109+00 110+00 111+00 112+00 113+00

POWER POLE

5' PAVED DRIVEWAY APRON

WETLANDS

WETLANDS

M

AT

C H

LI

N

E

ST

A.

+9

M

AT

C H

LI

N

E

ST

A.

+6

109+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

109+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

110+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

110+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

111+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

111+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

112+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

112+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

113+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

113+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

.0

.0

.8

.8

.8

.5

.6

.6

.6

.6

.9

.9

.7

.7

.7

.4

.5

.5

.5

.5

.8

.8

.6

.6

.6

.3

.5

.5

.5

.4

.7

.7

.5

.5

.5

.2

.4

.4

.4

.3

.6

.6

.4

.4

.4

.1

.3

.3

.3

.2

.6

.6

.4

.4

.4

.1

.2

.2

.2

.2

.5

.5

.3

.3

.3

.0

.2

.2

.2

.1

.5

.5

.3

.3

.3

.0

.1

.1

.1

.1

.4

.4

.2

.2

.2

.9

.1

.1

.1

.0

.4

.4

.2

.2

.2

.0

.1

.1

.1

.0 6R

OW R

OW

R

OW R

OW

R

OW R

OW

R

OW R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR

W L

W L

W L

W

LW

L

W L

W L

W L

W L

W L

SCALE IN FEET

10 20 40

47155.004 11/11/2024

RMT

AMH

1" = 20'

PLAN AND

CROSS

SECTIONS

FI

LE

N

AM

E:

A

:\4 s\

5\

4\

PW

\C

AD

D \S he et s\ Ph as e

1\ R

D

XS

R D

-P ha se

.d w g

D

AT

E:

N ov em be r 2

1, 4, T

IM

E:

:2

AM

, U

SE

R

: a h5

HALFF ASSOCIATES, INC.

LICENSE NO.

11/21/2024

NAME

DATE

FIRM OR BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

AARON HARRISON PE

87629

CA 33380 FL

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

D

AT

E

D

ES

C R

IP

TI

O N

R

EV

IS

IO

N

K

IL

LE

AR

N C

EN

TE

R B

LV

D

SU

IT

E

TA

LL

AH

AS

SE

E, F

LO

R

ID

A

TE

L.

(8

) 2

-4

1" = 20' HORIZONTAL

1" = 10' VERTICAL

1. DRAWING SCALE IS ONLY VALID FOR 22" x 34" SHEET. PLEASE REFER TO SCALE

BAR ABOVE.

2. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS, ADJUSTMENTS,

AND/OR PROTECTION WITH THE AFFECTED UTILITY COMPANY.

3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

4. SEE SIGNING AND PAVEMENT MARKING PLANS FOR SIGN REMOVAL/RELOCATION.

NOTES:

M

AC

K

BA

YO

U

R O

AD

PE

D

ES

TR

IA

N

IM

PR

O

VE

M

EN

TS

PH

AS

E

W

AL

TO

N

C O

U N

TY

, F

L.

LEGEND

PAVEMENT WIDENING

MILLING AND RESURFACING

8' TRAIL, 5' SIDEWALK (CONCRETE)

MISC. ASPHALT PAVEMENT

PAVED DRIVEWAY APRON

EXISTING WETLANDS

DETECTABLE WARNINGS

WL

WL

WL

WL

WL

WL

WLWL

VAULT

ELEC. BOX

FLAG POLE

CONC. PAD

FIRE STATION SIGNGATE

MACK BAYOU RD

R/W VARIES - PAVED

Parcel ID 25-2S-21-42000-002-0000

TIITF/AG-FORESTRY & GFWFC

O.R. 862, PG. 57

Parcel ID 25-2S-21-42000-002-0000

TIITF/AG-FORESTRY & GFWFC

O.R. 862, PG. 57

18" RCP

18" RCP

18" RCP

36" R C

P

A

SPH

A

LT

D R

IV

EW

A

YCONC. DRIVEWAY

SDMH

TOP=11.50'

N INV.=5.46'

W INV.=6.06'

SDMH

TOP=11.66'

(NOT ABLE TO

ACCESS, AREA

LOCKED OFF)

M.E.S.

INV.=9.83'

M.E.S.

INV.=9.92' M.E.S.

INV.=9.77'

M.E.S.

INV.=9.75' M.E.S.

INV.=9.68'

M.E.S.

INV.=9.72'

EXIST. R/W

EXIST. R/W

PROP. 8' MULTI-USE TRAIL

℄ MACK BAYOU ROAD

PROPOSED WIDENING

(TYP.)

DETECTABLE

WARNINGS

(TYP.)

ZICLA ZEBRA 9

LANE SEPERATOR

15' O.C. (TYP)

66'

34'

WATER VALVE

114+00 115+00 116+00 117+00 118+00

5' PAVED DRIVEWAY APRON

(TYP.)

(ADJUST TO GRADE)

WETLANDS

M

AT

C

H

LI

N E

ST

A.

+6

M

AT

C H

LI

N

E

ST

A.

+3

114+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

114+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

115+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

115+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

116+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

116+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

117+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

117+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

118+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

.4

.4

.2

.2

.2

.9

.0

.0

.0

.0

.3

.3

.1

.1

.1

.8

.9

.9

.9

.9

.1

.1

.9

.9

.9

.7

.8

.8

.8

.7

.1

.1

.9

.9

.9

.7

.7

.7

.7

.7

.1

.1

.9

.9

.9

.7

.8

.8

.8

.7

.1

.1

.9

.9

.9

.6

.7

.1

.1

.9

.9

.9

.6

.7

.0

.0

.8

.8

.8

.5

.6

.6

.6

.6

.9

.9

.7

.7

.7

.4

.5

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

PAVED APRON

FDOT INDEX 330-001

PAVED APRON

FDOT INDEX 330-001

LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR

PAVED APRON

FDOT INDEX 330-001

W L

SCALE IN FEET

10 20 40

47155.004 11/11/2024

RMT

AMH

1" = 20'

PLAN AND

CROSS

SECTIONS

FI

LE

N

AM

E:

A

:\4 s\

5\

4\

PW

\C

AD

D \S he et s\ Ph as e

1\ R

D

XS

R D

-P ha se

.d w g

D

AT

E:

N ov em be r 2

1, 4, T

IM

E:

:2

AM

, U

SE

R

: a h5

HALFF ASSOCIATES, INC.

LICENSE NO.

11/21/2024

NAME

DATE

FIRM OR BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

AARON HARRISON PE

87629

CA 33380 FL

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

D

AT

E

D

ES

C R

IP

TI

O N

R

EV

IS

IO

N

K

IL

LE

AR

N C

EN

TE

R B

LV

D

SU

IT

E

TA

LL

AH

AS

SE

E, F

LO

R

ID

A

TE

L.

(8

) 2

-4

1" = 20' HORIZONTAL

1" = 10' VERTICAL

1. DRAWING SCALE IS ONLY VALID FOR 22" x 34" SHEET. PLEASE REFER TO SCALE

BAR ABOVE.

2. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS, ADJUSTMENTS,

AND/OR PROTECTION WITH THE AFFECTED UTILITY COMPANY.

3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

4. SEE SIGNING AND PAVEMENT MARKING PLANS FOR SIGN REMOVAL/RELOCATION.

NOTES:

M

AC

K

BA

YO

U

R O

AD

PE

D

ES

TR

IA

N

IM

PR

O

VE

M

EN

TS

PH

AS

E

W

AL

TO

N

C O

U N

TY

, F

L.

LEGEND

PAVEMENT WIDENING

MILLING AND RESURFACING

8' TRAIL, 5' SIDEWALK (CONCRETE)

MISC. ASPHALT PAVEMENT

PAVED DRIVEWAY APRON

EXISTING WETLANDS

DETECTABLE WARNINGS

STATE PARK

SIGN

"POSH PUPS" SIGN

STOP SIGN

BELLA FLORA SIGN

MACK BAYOU RD

R/W VARIES - PAVED

Parcel ID 25-2S-21-42330-000-0010

SOTOMEY KEVIN

O.R. 3133, PG. 4566Parcel ID 25-2S-21-42330-000-0280

POSH PUPS GROOMING LLC

O.R. 3234, PG. 3138

Parcel ID 25-2S-21-42000-002-0000

TIITF/AG-FORESTRY & GFWFC

O.R. 862, PG. 57

Parcel ID 25-2S-21-42000-002-0000

TIITF/AG-FORESTRY & GFWFC

O.R. 862, PG. 57

36" RCP

18" RCP18" RCP

18" RCP

C O

N C

D

R

IV

EW

A

Y

G R

A V

EL

D

R

IV

EW

A

Y

SDMH

TOP=9.03'

N INV.=3.19'

S INV.=3.33'

SDMH

TOP=10.60'

N INV.=4.19'

S INV.=4.32'

M.E.S.

INV.=9.72'

M.E.S.

INV.=9.26'

M.E.S.

INV.=8.78' M.E.S.

INV.=8.54'

M.E.S.

INV.=8.67'

M.E.S.

INV.=8.06'

M.E.S.

INV.=8.40'

SITE B/M

SET 5/8" IRON ROD

NORTHING: 507771.598

EASTING: 1399514.500

ELEVATION: 10.17'

EXIST. R/W

EXIST. R/W

PROP. 8' MULTI-USE TRAIL

℄ MACK BAYOU ROAD

66'

35'

PROPOSED WIDENING

(TYP.)

ZICLA ZEBRA 9

LANE SEPERATOR

15' O.C. (TYP)

119+00 120+00 121+00 122+00 123+00

GAS MARKER

MAILBOX MAILBOX

MAILBOX

FIBER OPTIC MARKER

AND VAULT

5' PAVED DRIVEWAY APRON

(TYP.)

M

AT

C H

LI

N

E

ST

A.

+3

M

AT

C H

LI

N

E

ST

A.

+0

118+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

119+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

120+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

120+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

121+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

121+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

122+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

122+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

123+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

119+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

.8

.8

.6

.6

.6

.3

.4

.4

.4

.4

.4

.4

.2

.2

.2

.9

.0

.0

.0

.0

.2

.2

.0

.0

.0

.7

.8

.8

.8

.8

.9

.9

.7

.7

.7

.5

.6

.6

.6

.5

.8

.8

.6

.6

.6

.3

.4

.4

.4

.4

.5

.5

.3

.3

.3

.0

.2

.2

.2

.1

.2

.2

.0

.0

.0

9.

9.

9.

9.

9.

.0

.0

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

.5

.5

.3

.3

.3

.1

.2

.2

.2

.1

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

PAVED APRON

FDOT INDEX 330-001

LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR

SCALE IN FEET

10 20 40

47155.004 11/11/2024

RMT

AMH

1" = 20'

PLAN AND

CROSS

SECTIONS

FI

LE

N

AM

E:

A

:\4 s\

5\

4\

PW

\C

AD

D \S he et s\ Ph as e

1\ R

D

XS

R D

-P ha se

.d w g

D

AT

E:

N ov em be r 2

1, 4, T

IM

E:

:2

AM

, U

SE

R

: a h5

HALFF ASSOCIATES, INC.

LICENSE NO.

11/21/2024

NAME

DATE

FIRM OR BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

AARON HARRISON PE

87629

CA 33380 FL

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

D

AT

E

D

ES

C R

IP

TI

O N

R

EV

IS

IO

N

K

IL

LE

AR

N C

EN

TE

R B

LV

D

SU

IT

E

TA

LL

AH

AS

SE

E, F

LO

R

ID

A

TE

L.

(8

) 2

-4

1" = 20' HORIZONTAL

1" = 10' VERTICAL

1. DRAWING SCALE IS ONLY VALID FOR 22" x 34" SHEET. PLEASE REFER TO SCALE

BAR ABOVE.

2. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS, ADJUSTMENTS,

AND/OR PROTECTION WITH THE AFFECTED UTILITY COMPANY.

3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

4. SEE SIGNING AND PAVEMENT MARKING PLANS FOR SIGN REMOVAL/RELOCATION.

NOTES:

M

AC

K

BA

YO

U

R O

AD

PE

D

ES

TR

IA

N

IM

PR

O

VE

M

EN

TS

PH

AS

E

W

AL

TO

N

C O

U N

TY

, F

L.

LEGEND

PAVEMENT WIDENING

MILLING AND RESURFACING

8' TRAIL, 5' SIDEWALK (CONCRETE)

MISC. ASPHALT PAVEMENT

PAVED DRIVEWAY APRON

EXISTING WETLANDS

DETECTABLE WARNINGS

NO TRESPASS

NO TRESPASS

SIGN

STATE PARK

SIGN

PRIM ROSE SIGN

MACK BAYOU RD

R/W VARIES - PAVED

Parcel ID 25-2S-21-42600-000-00B0

BLC CRYSTAL BAY LLC

O.R. 2717, PG. 291

Parcel ID 25-2S-21-42350-000-0010

NELSON BRYAN J & KRISTEN TRUST

O.R. 3122, PG. 4820

Parcel ID 25-2S-21-42350-000-0020

PRIMROSE RESIDENCES LLC

O.R. 3163, PG. 2807

Parcel ID 25-2S-21-42350-000-0020

20' DRAINAGE EASEMENT

PER O.R. 2114, PG. 51

18" RCP

18" RCP

36" RCP 36" RCP

A

SP

H A

LT

A

SPH

A

LT

D R

IV

EW

A Y

A

SPH

A

LT

D R

IV

EW

A Y

UNABLE TO FIND

CONNECTING

MANHOLE

TOP=9.03'

N INV.=3.19'

S INV.=3.33'

M.E.S.

INV.=7.13'

M.E.S.

INV.=7.01'

M.E.S.

INV.=7.20

M.E.S.

INV.=7.45

SITE B/M

SET 5/8" IRON ROD

NORTHING: 508403.320

EASTING: 1399499.271

ELEVATION: 7.95'

EXIST. R/W

EXIST. R/W

PROP. 8' MULTI-USE TRAIL

℄ MACK BAYOU ROAD

66'

43'ZICLA ZEBRA 9

LANE SEPERATOR

15' O.C. (TYP)

PROPOSED WIDENING

(TYP.)

35'

DETECTABLE

WARNINGS

(TYP.) WATER VALVEWATER VALVE

123+00 124+00 125+00 126+00 127+00

5' PAVED DRIVEWAY APRON

(TYP.)

(ADJUST TO GRADE) (ADJUST TO GRADE)

M

AT

C H

LI

N

E

ST

A.

+0

M

AT

C H

LI

N

E

ST

A.

+7

123+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

124+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

124+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

125+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

125+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

126+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

126+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

127+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

127+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

8.

8.

8.

8.

8.

9.

9.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

7.

7.

7.

7.

7.

8.

8.

7.

7.

7.

7.

7.

7.

7.

7.

8.

8.

7.

7.

7.

7.

7.

7.

7.

7.

R

OW R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW R

OW

R

OW R

OW

R

OW R

OW

R

OW

R

OW

PAVED APRON

FDOT INDEX 330-001

LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR LANE SEPERATOR

LANE SEPERATOR LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR

SCALE IN FEET

10 20 40

47155.004 11/11/2024

RMT

AMH

1" = 20'

PLAN AND

CROSS

SECTIONS

FI

LE

N

AM

E:

A

:\4 s\

5\

4\

PW

\C

AD

D \S he et s\ Ph as e

1\ R

D

XS

R D

-P ha se

.d w g

D

AT

E:

N ov em be r 2

1, 4, T

IM

E:

:2

AM

, U

SE

R

: a h5

HALFF ASSOCIATES, INC.

LICENSE NO.

11/21/2024

NAME

DATE

FIRM OR BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

AARON HARRISON PE

87629

CA 33380 FL

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

D

AT

E

D

ES

C R

IP

TI

O N

R

EV

IS

IO

N

K

IL

LE

AR

N C

EN

TE

R B

LV

D

SU

IT

E

TA

LL

AH

AS

SE

E, F

LO

R

ID

A

TE

L.

(8

) 2

-4

1" = 20' HORIZONTAL

1" = 10' VERTICAL

1. DRAWING SCALE IS ONLY VALID FOR 22" x 34" SHEET. PLEASE REFER TO SCALE

BAR ABOVE.

2. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS, ADJUSTMENTS,

AND/OR PROTECTION WITH THE AFFECTED UTILITY COMPANY.

3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

4. SEE SIGNING AND PAVEMENT MARKING PLANS FOR SIGN REMOVAL/RELOCATION.

NOTES:

M

AC

K

BA

YO

U

R O

AD

PE

D

ES

TR

IA

N

IM

PR

O

VE

M

EN

TS

PH

AS

E

W

AL

TO

N

C O

U N

TY

, F

L.

LEGEND

PAVEMENT WIDENING

MILLING AND RESURFACING

8' TRAIL, 5' SIDEWALK (CONCRETE)

MISC. ASPHALT PAVEMENT

PAVED DRIVEWAY APRON

EXISTING WETLANDS

DETECTABLE WARNINGS

W L

WL WL WL

WL

STOP SIGN

CONCRETE

SIDEWALK

12" CONC. HEADWALL

12" CONC. HEADWALL

W/ METAL HANDRAIL

MACK BAYOU RD

R/W VARIES - PAVED

Parcel ID 25-2S-21-42000-033-0013

WELLINGTON ROBERT EARL

& DONNA KAYE

O.R. 755, PG. 136Parcel ID 25-2S-21-42600-000-00B0

BLC CRYSTAL BAY LLC

O.R. 2717, PG. 291

Parcel ID 25-2S-21-42350-000-0020

PRIMROSE RESIDENCES LLC

O.R. 3163, PG. 2807 Parcel ID 25-2S-21-42350-000-0020

PRIMROSE RESIDENCES LLC

O.R. 3163, PG. 2807

20' DRAINAGE EASEMENT

PER O.R. 2114, PG. 51

Parcel ID 25-2S-21-42350-000-0090

PRIMROSE RESIDENCES LLC

O.R. 3163, PG. 2807

W A

LTO

N

C O

U N

TY

PR

O

PER

TY

O

.R

. 3287, PG

. 304

18" RCP

36" R C

P

36" R C

P

36" R C

P

18" RCP

18" RCP

36" RCP

20"PINE

A

SPH

A

LT

ASPHALT

A

SPH

A

LT

D R

IV

EW

A Y

A

SPH

A

LT

D R

IV

EW

A Y

A

SPH

A

LT

D R

IV

EW

A Y

M.E.S.

INV.=3.78'

INV.=0.03'

(36"RCP COMING

OUT OF HEADWALL)

SDMH

TOP=5.55'

W INV.= -0.18'

E INV.= -0.05'

INV.=0.17'

INV.=0.08'

INV.= -0.22'

(36"RCP)

SDMH

TOP=5.84'

N INV.=0.41'

S INV.=0.34'

UNABLE TO FIND

CONNECTING

MANHOLE

M.E.S.

INV.=6.01'

M.E.S.

INV.=6.46'

M.E.S.

INV.=5.09

M.E.S.

INV.=5.11

EXIST. R/W

EXIST. R/W

PROP. 8' MULTI-USE TRAIL

℄ MACK BAYOU ROAD

66' 36'

ZICLA ZEBRA 9

LANE SEPERATOR

15' O.C. (TYP)

PROPOSED WIDENING

(TYP.)

DETECTABLE

WARNINGS

(TYP.)

EXIST. DETECTABLE

WARNING

(TO BE REMOVED)

WATER VALVE

WATER VALVE

WATER VALVE

128+00 129+00 130+00 131+00 132+00

GAS MARKER

(RELOCATE)

FIBER OPTIC

MARKERS

AND VAULT

REMOVE & SALVAGE EXIST. METAL HANDARAIL.

EXTEND EXIST. CONCRETE HEADWALL 2.5'

VERTICALLY AND REATTACH METAL RAILING

(SEE DETAIL, SHEET 56)

5' PAVED DRIVEWAY APRON

(TYP.)

(ADJUST TO GRADE)

(ADJUST TO GRADE)

(ADJUST TO GRADE)

WETLANDS

BEGIN GRAVITY WALL

AND ALUMINUM RAILING

+39.36

PROPOSED GRAVITY WALL

(FDOT 400-011) AND PEDESTRIAN/BICYCLE

RAILING (ALUMINIM) (FDOT 515-062)

TIE PROPOSED GRAVITY WALL

TO EXISTING HEADWALL

BEGIN GRAVITY WALL

AND ALUMINUM RAILING

+12.58

PROPOSED GRAVITY WALL

(FDOT 400-011) AND PEDESTRIAN/BICYCLE

RAILING (ALUMINIM) (FDOT 515-062)

TIE PROPOSED GRAVITY WALL

TO EXISTING HEADWALL

M

AT

C H

LI

N

E

ST

A.

+7

M

AT

C H

LI

N

E

ST

A.

+6

128+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

128+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

129+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

129+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

130+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

130+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

131+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

131+50.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

132+00.00

℄ CONST. Mack Bayou BL

0 10 20 30 40010203040

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

8.

8.

7.

7.

7.

7.

7.

7.

7.

7.

8.

8.

7.

7.

7.

7.

7.

7.

7.

7.

76 8.

8.

8.

8.

8.

7.

7.

7.

7.

7.

8.

8.

8.

8.

8.

7.

7.

R

OW R

OW

R

OW R

OW

R

OW R

OW

R

OW R

OW

R

OW R

OW

R

OW

R

OW

R

OW

R

OW

R

OWPAVED APRON

FDOT INDEX 330-001

PAVED APRON

FDOT INDEX 330-001

LANE SEPERATOR

LANE SEPERATOR LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR

W L

8.

7.

7.

7.

7.

PROP. GUIDERAIL

GRAVITY WALL

PROP. GUIDERAIL

GRAVITY WALL

7.

7.

83 8.

7.

7.

SCALE IN FEET

10 20 40

47155.004 11/11/2024

RMT

AMH

1" = 20'

PLAN AND

CROSS

SECTIONS

FI

LE

N

AM

E:

A

:\4 s\

5\

4\

PW

\C

AD

D \S he et s\ Ph as e

1\ R

D

XS

R D

-P ha se

.d w g

D

AT

E:

N ov em be r 2

1, 4, T

IM

E:

:2

AM

, U

SE

R

: a h5

HALFF ASSOCIATES, INC.

LICENSE NO.

11/21/2024

NAME

DATE

FIRM OR BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

AARON HARRISON PE

87629

CA 33380 FL

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

D

AT

E

D

ES

C R

IP

TI

O N

R

EV

IS

IO

N

K

IL

LE

AR

N C

EN

TE

R B

LV

D

SU

IT

E

TA

LL

AH

AS

SE

E, F

LO

R

ID

A

TE

L.

(8

) 2

-4

1" = 20' HORIZONTAL

1" = 10' VERTICAL

1. DRAWING SCALE IS ONLY VALID FOR 22" x 34" SHEET. PLEASE REFER TO SCALE

BAR ABOVE.

2. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS, ADJUSTMENTS,

AND/OR PROTECTION WITH THE AFFECTED UTILITY COMPANY.

3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

4. SEE SIGNING AND PAVEMENT MARKING PLANS FOR SIGN REMOVAL/RELOCATION.

NOTES:

M

AC

K

BA

YO

U

R O

AD

PE

D

ES

TR

IA

N

IM

PR

O

VE

M

EN

TS

PH

AS

E

W

AL

TO

N

C O

U N

TY

, F

L.

LEGEND

PAVEMENT WIDENING

MILLING AND RESURFACING

8' TRAIL, 5' SIDEWALK (CONCRETE)

MISC. ASPHALT PAVEMENT

PAVED DRIVEWAY APRON

EXISTING WETLANDS

DETECTABLE WARNINGS

MAILBOX

BUSINESS

SIGN

PUMP

CONTROLS

TOW AWAY SIGN

4.5' DIAMETER

METAL LID

TOP=7.95'

4.5' DIAMETER

METAL LID

TOP=7.86'

SANTA ROSA

SMILES SIGN

STOP SIGN

SPEED SIGN

MACK BAYOU RD

R/W VARIES - PAVED

Parcel ID 25-2S-21-42000-033-0030

RUHLMAN JAMES & KAREN

O.R. 3281, PG. 4380Parcel ID 25-2S-21-42000-033-0010

KELLER VON A

O.R. 3067, PG. 3099

Parcel ID 25-2S-21-42000-033-0012

LONG WALLACE E ESTATE OF &

AUDREY ESTATE

O.R. 1477, PG. 183

Parcel ID 25-2S-21-42000-033-0013

WELLINGTON ROBERT EARL

& DONNA KAYE

O.R. 755, PG. 136

Parcel ID 25-2S-21-42350-000-0090

PRIMROSE RESIDENCES LLC

W A

LTO

N

C O

U N

TY

PR

O

PER

TY

O

.R

. 3287, PG

. 304

Parcel ID 25-2S-21-42350-000-0100

ALI GLADIS

O.R. 3215, PG. 896

E M

A C

K B

A Y

O U

D R

' R

/W

PA

V

ED Parcel ID 25-2S-21-42350-000-0120

JNZS PROPERTIES LLC

O.R. 3272, PG. 4650

24" RCP

18" RCP

18" RCP

24" RCP

18" RCP

18" RCP

A

SPH

A

LT

A

SPH

A

LT

D R

IV

EW

A Y

CO

N

C.

D

RIV

EW

A Y

C O

N C

D

R

IV

EW

A

Y

A

SPH

A

LT

D R

IV

EW

A Y

A

SPH

A

LT

D R

IV

EW

A Y

M.E.S.

INV.=4.07'M.E.S.

INV.=3.71'

M.E.S.

INV.=4.56'

M.E.S.

INV.=4.78'

M.E.S.

INV.=4.72'

M.E.S.

INV.=6.46'

M.E.S.

INV.=5.81'

M.E.S.

INV.=5.18'

M.E.S.

INV.=6.23'

M.E.S.

INV.=6.35'

M.E.S.

INV.=5.63'

M.E.S.

INV.=5.26'

EXIST. R/W

EXIST. R/W

PROP. 8' MULTI-USE TRAIL

℄ MACK BAYOU ROAD81'

48' ZICLA ZEBRA 9

LANE…