Kellogg_Park_Nature_Center_-_100%_Civil_Plans.pdf

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CONSTRUCTION PLANS

OCTOBER 2024

FOR

SANTA ROSA BEACH, FL 32459

PARCEL ID: 14-2S-20-33000-006-0020

PROJECT LOCATION

PROJECT TEAM

CIVIL ENGINEER

KIMLEY-HORN AND ASSOCIATES, INC.

2619 CENTENNIAL BLVD., SUITE 200

TALLAHASSEE, FL 32308

PHONE: (850) 553-5312

CONTACT: REID THOMAS, P.E.

ARCHITECT

STOKES ARCHITECTURAL INC,

204 CLOVERDALE BLVD

FORT WALTON BEACH, FL 32547

PHONE: (850) 664-2220

CONTACT: CHRIS GOODPASTER

OWNER/DEVELOPER

WALTON COUNTY BOARD OF COMMISSIONERS

P.O. BOX 1260

DEFUNIAK SPRINGS, FL 32433

PHONE: (770) 267-4578

CONTACT: NANCY PEREA

GEOTECHNICAL ENGINEER

NOVA ENGINEERING AND ENVIRONMENTAL, LLC

17612 ASHLEY DRIVE

PANAMA CITY BEACH, FL 32413

PHONE: (850) 249-6682

CONTACT: WILLIAM L. LAWRENCE, P.E

SURVEYOR

GEOPOINT SURVEYING, INC.

327 COUNTY HIGHWAY 393 SOUTH

SANTA ROSA BEACH, FL 32459

PHONE: (813) 248-8888

CONTACT: DEXTER LUNDY, PSM

KELLOGG PARK NATURE CENTER

UTILITY SUPPLIERS

GAS

OKALOOSA GAS DISTRICT.

364 VALPARAISO PKWY

VALPARAISO, FL 32580

PHONE: (850) 428-1295

CONTACT: MITCH ANDERSON

ELECTRIC

CHELCO, INC.

P.O.BOX 512

DEFUNIAK SPRINGS, FL 32435

PHONE: (850) 307-1190

CONTACT: BETTY SIMS

WATER AND SEWER

REGIONAL UTILITIES

4432 US-98

SANTA ROSA BEACH FL 32459

PHONE: (850) 231-5114

CONTACT: RYAN DOUGLASS

TELECOMMUNICATIONS

CENTURY LINK

1325 BLAIR STONE RD, RM 113

TALLAHASSEE, FL 32301

PHONE: (850) 599-1444

CONTACT: BILL MCCLOUD

TELECOMMUNICATIONS

MEDIACOM

1613 NANTAHALA BEACH RD

GILF BREEZE, FL 32563

PHONE: (850) 934-2560

CONTACT: EDDIE ARNOLD

PROJECT LOCATION

WALTON COUNTY

GENERAL NOTES

FEMA DESIGNATION:

FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A.), FLOOD INSURANCE RATE MAP (F.I.R.M.) 12131C0564H, BEING PANEL 564 OF 738, EFFECTIVE DATE OF DECEMBER 30, 2020 INDICATES THAT THE SUBJECT PARCEL IS LOCATED IN ZONE "AE". NO

CERTIFICATIONS ARE MADE REGARDING THE ACCURACY OF SAID F.I.R.M.

WATER:

POTABLE WATER SERVICE WILL BE PROVIDED BY - REGIONAL UTILITIES

SEWER:

WASTEWATER SERVICE WILL BE PROVIDED BY - REGIONAL UTILITIES

DRAINAGE:

THIS PROJECT SHALL UTILIZE ONE EXISTING DRY STORMWATER RETENTION POND WHICH WAS PREVIOUSLY PERMITTED THROUGH THE NORTHWEST FLORIDA WATER MANAGEMENT DISTRICT AS PART OF PERMIT NO. 48 (PROJECT NO 7626-1).

CONTOURS:

TOPOGRAPHIC INFORMATION PROVIDED BY A SURVEY FROM GEOPOINT SURVEYING, INC., DATED APRIL 21, 2023.

ELEVATIONS ARE IN NAVD 88 DATUM.

ONSITE BENCH MARKS:

-SEE TOPOGRAPHIC SURVEY.

PERMITS:

-WALTON COUNTY - DEVELOPMENT ORDER

-NORTHWEST FLORIDA WATER MANAGEMENT DISTRICT - ENVIRONMENTAL RESOURCE PERMIT

CONSTRUCTION:

1. ALL CONSTRUCTION COVERED BY THESE PLANS SHALL COMPLY WITH THE MATERIAL REQUIREMENTS AND QUALITY CONTROL

STANDARDS CONTAINED IN THE WALTON COUNTY LAND DEVELOPMENT CODE.

2. NO SITE WORK SHALL BE CONDUCTED PRIOR TO OBTAINING A "SITE PERMIT" FROM THE COUNTY.

3. ALL MATERIALS, MACHINERY, AND VEHICLES SHALL BE STORED ON-SITE IN AN ORDERLY FASHION.

NORTH

PROJECT DATUM NAVD88

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VICINITY MAP

N.T.S

SECTION 14,

TOWNSHIP 2 SOUTH,

RANGE 20 WEST

MINOR DEVELOPMENT ORDER

MIN24-000024

Sheet List Table Sheet Number Sheet Title

C000 COVER SHEET

C100 GENERAL NOTES

C200 EXISTING CONDITIONS AND DEMOLITION PLAN

C300 SITE PLAN

C301 CIRCULATION PLAN

C400 PAVING, GRADING AND DRAINAGE PLAN

C500 UTILITY PLAN

C600 CONSTRUCTION AND EROSION CONTROL DETAILS

C601 EROSION CONTROL NOTES

L0.10 LANDSCAPE NOTES

L1.00 LANDSCAPE PLAN

L1.50 LANDSCAPE DETAILS

IR1.00 IRRIGATION PLAN

IR1.50 IRRIGATION DETAILS

IR1.51 IRRIGATION DETAILS

reid.thomas CDH Disclaimer

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GENERAL CONSTRUCTION NOTES

1. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE FLORIDA

DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO

COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS

APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO

CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN

ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND

REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE

INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER

DELETERIOUS MATERIAL.

3. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO

THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN

INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT

ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE

SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES

IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY

WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE

FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND

PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME

NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE

OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY

BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR

RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE

CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH

WORK.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES

WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA

BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE

TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. AN APPROXIMATE LIST OF

THE UTILITY COMPANIES WHICH THE CONTRACTOR MUST CALL BEFORE COMMENCING WORK IS

PROVIDED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS. THIS LIST SERVES AS A

GUIDE ONLY AND IS NOT INTENDED TO LIMIT THE UTILITY COMPANIES WHICH THE CONTRACTOR

MAY WISH TO NOTIFY.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION

PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION.

6. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE

CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT

AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS.

7. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION

OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR

DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE

OWNER AND NOTIFICATION TO THE ENGINEER.

8. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE

SENT TO THE OWNER AND DESIGN ENGINEER OF RECORD DIRECTLY FROM THE TESTING

AGENCY.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO THE ENGINEER A CERTIFIED

RECORD SURVEY SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN

THE STATE OF FLORIDA DEPICTING THE ACTUAL FIELD LOCATION OF ALL CONSTRUCTED

IMPROVEMENTS THAT ARE REQUIRED BY THE JURISDICTIONAL AGENCIES FOR THE

CERTIFICATION PROCESS. ALL SURVEY COSTS WILL BE THE CONTRACTORS RESPONSIBILITY.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT

INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE

COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR

PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO

JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A

STATE OF FLORIDA PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE

CONTRACTOR.

11. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PROPERLY ABANDONED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL

AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT

PERMITS REQUIRED.

12. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE

APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED

IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR

OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR

SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT

WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO

PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A

RELATED CHANGE ORDER.

14. ANY CONSTRUCTION ADJACENT TO A WETLAND AREA SHALL BE PERFORMED FROM THE

UPLAND SIDE OF THE AREA. CONSTRUCTION ENCROACHMENT INTO A WETLAND AREA IS NOT

ALLOWED UNLESS PERMITTED BY THE JURISDICTIONAL AGENCY.

15. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT FDOT DESIGN STANDARD

PLANS INDEX (SERIES 102) AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

DEMOLITION NOTES

1. ALL MATERIAL REMOVED FROM THIS SITE BY THE CONTRACTOR SHALL BE DISPOSED OF BY THE

CONTRACTOR IN A LEGAL MANNER.

2. REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF EXISTING STRUCTURES, ETC., LOCATED WITHIN THE PROJECT SITE. UNLESS OTHERWISE NOTED, ALL EXISTING

BUILDINGS, STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS PILES, SIGNS, AND ALL

APPURTENANCES ARE TO BE REMOVED FROM THE SITE BY THE CONTRACTOR AND PROPERLY

DISPOSED OF IN A LEGAL MANNER AS PART OF THIS CONTRACT. SOME ITEMS TO BE REMOVED

MAY NOT BE DEPICTED ON THE TOPOGRAPHIC SURVEY. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE FULL EXTENT OF ITEMS TO BE

REMOVED. IF ANY ITEMS ARE IN QUESTION, THE CONTRACTOR SHALL CONTACT THE OWNER

PRIOR TO REMOVAL OF SAID ITEMS.

DEMOLITION NOTES (CONT.)

3. THE CONTRACTOR SHALL REFER TO THE DEMOLITION PLAN AND TREE INVENTORY PLAN FOR

DEMOLITION/PRESERVATION OF EXISTING TREES. ALL TREES NOT SPECIFICALLY SHOWN TO BE

PRESERVED OR RELOCATED SHALL BE REMOVED AS A PART OF THIS CONTRACT. TREE

PROTECTION FENCING SHALL BE INSTALLED PRIOR TO ANY DEMOLITION.

4. CONTRACTOR SHALL ADJUST GRADE OF ANY EXISTING UTILITIES TO REMAIN.

5. CONTRACTOR IS REQUIRED TO OBTAIN ALL DEMOLITION PERMITS.

RECORD DRAWINGS

1. CONTRACTOR SHALL PROVIDE TO THE ENGINEER AND OWNER A MINIMUM OF 10 HARD COPIES

OF A PAVING, GRADING AND DRAINAGE RECORD DRAWING AND A SEPARATE UTILITY RECORD

DRAWING, AS WELL AS BOTH IN AUTOCAD 2015 OR LATER, BOTH PREPARED BY A FLORIDA

REGISTERED SURVEYOR. THE RECORD DRAWINGS SHALL VERIFY ALL DESIGN INFORMATION

INCLUDED ON THE DESIGN PLANS OF THE SAME NAME.

PAVING, GRADING AND DRAINAGE NOTES

1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S

RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND

STANDARDS (LATEST EDITION) OR FDOT SPECIFICATIONS AND STANDARD PLANS (LATEST

EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS.

2. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE

REGRADED AND SODDED.

3. TRAFFIC CONTROL ON ALL FDOT, LOCAL AND COUNTY RIGHTS-OF-WAY SHALL MEET THE

REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND

THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. IN THE

EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS

ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.

4. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL

REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS

WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS.

5. ALL OPEN AREAS WITHIN THE PROJECT SITE SHALL BE SODDED UNLESS INDICATED OTHERWISE

ON THE LANDSCAPE PLAN.

6. ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE

TYPICAL PAVEMENT SECTIONS AS INDICATED ON THE DRAWINGS.

7. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE

CONTRACTOR SHALL SAW CUT A MINIMUM 2" DEEP FOR A SMOOTH AND STRAIGHT JOINT AND

REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS

INDICATED.

8. WHERE NEW PAVEMENT MEETS THE EXISTING PAVEMENT, THE CONTRACTOR SHALL SAW CUT

THE EXISTING PAVEMENT A MINIMUM 2" DEEP FOR A SMOOTH AND STRAIGHT JOINT AND MATCH

THE EXISTING PAVEMENT ELEVATION WITH THE PROPOSED PAVEMENT UNLESS OTHERWISE

INDICATED.

9. THE CONTRACTOR SHALL INSTALL FILTER FABRIC OVER ALL DRAINAGE STRUCTURES FOR THE

DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL

DRAINAGE STRUCTURES SHALL BE CLEANED OF SILT AND DEBRIS AS REQUIRED DURING AND

AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS.

10. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED

PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER

PRIOR TO ANY EXCAVATION.

11. STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED. IN SOME

CASES TOPSOIL MAY BE STOCKPILED ON SITE FOR PLACEMENT WITHIN LANDSCAPED AREAS

BUT ONLY AS DIRECTED BY THE OWNER AND APPROVED BY THE LEON COUNTY

ENVIRONMENTAL INSPECTOR.

12. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL

JURISDICTIONAL AGENCY OR TO FDOT STANDARDS. IN THE EVENT THAT THE CONTRACT

DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE

MOST STRINGENT SHALL GOVERN.

13. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS.

THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED,

MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL

AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB

SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL

EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE

LANDSCAPING PLAN.

14. ALL CUT OR FILL SLOPES SHALL BE 3 (HORIZONTAL) :1 (VERTICAL) OR FLATTER UNLESS

OTHERWISE SHOWN.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND

SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR

OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL

GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION.

16. THE CONTRACTOR SHALL TAKE ALL REQUIRED MEASURES TO CONTROL TURBIDITY, INCLUDING

BUT NOT LIMITED TO THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE

THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY

EXISTS DUE TO THE PROPOSED WORK OR ANY OTHER AREAS AS INDICATED BY THE LEON

COUNTY ENVIRONMENTAL INSPECTOR. TURBIDITY BARRIERS MUST BE MAINTAINED IN

EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND

DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE CONTRACTOR MUST REMOVE THE

BARRIERS. AT NO TIME SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES THE

WATER QUALITY STANDARDS IN CHAPTER 17-302, FLORIDA ADMINISTRATIVE CODE.

17. SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN

48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO

PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES.

18. THE CONTRACTOR MUST REVIEW AND MAINTAIN A COPY OF THE ENVIRONMENTAL RESOURCE

PERMIT COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS, AND PERMIT

MODIFICATIONS IN GOOD CONDITION AT THE CONSTRUCTION SITE. THE COMPLETE PERMIT

MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY WATER MANAGEMENT DISTRICT

REPRESENTATIVES, OR ANY OTHER REGULATORY AGENCY WHOSE JURISDICTION COVERS THIS

PROJECT SITE.

PAVING, GRADING AND DRAINAGE NOTES (CONT.)

19. THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING

AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE

CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL

AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER.

20. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORMWATER PIPING PER

MANUFACTURER'S RECOMMENDATIONS.

MAINTENANCE

ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM

WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION

UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF

THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A

QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT OR GREATER, AND CLEANED AND REPAIRED IN ACCORDANCE WITH

THE FOLLOWING:

1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW

SIGNS OF UNDERMINING, OR DETERIORATION.

2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS

MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR

MAINTENANCE REQUIREMENTS REFER TO SECTION 981 OF THE STANDARD SPECIFICATIONS.

3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT

SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE

SILT FENCE.

4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT

TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP

DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND.

5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE

FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE

TEMPORARY PARKING AS CONDITIONS DEMAND.

6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL

CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS

WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 55 CUBIC YARDS / ACRE.

7. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER

THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION.

WATER AND SEWER UTILITY NOTES

1. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES GRAVITY

SEWER LINES AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE

PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT,

MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE

WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY

INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY

REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL

AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.

2. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE THE

CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND

COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL

CONSTRUCTION SECTION OF THIS SHEET.

3. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN

OTHERWISE.

4. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE

MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS

WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES

SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN

LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE

PLANS.

5. ALL PHASES OF INSTALLATION, INCLUDING UNLOADING, TRENCHING, LAYING AND BACK

FILLING, SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER. ALL PIPE AND FITTINGS

SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE

SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS.

ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED.

ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY

REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

6. WATER FOR FIRE FIGHTING SHALL BE AVAILABLE FOR USE PRIOR TO COMBUSTIBLES BEING

BROUGHT ON SITE.

7. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL

BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL

AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE

JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT

SHALL GOVERN.

8. UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF FLORIDA PROFESSIONAL LAND

SURVEYOR PRIOR TO BACK FILLING.

9. CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A

MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO

THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED.

EROSION CONTROL NOTES

1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THIS EROSION

CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN

SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND

RELATED DOCUMENTS.

2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION

PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND

THE STATE OF FLORIDA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL

PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS.

3. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE

SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY

CONDITIONS AT NO ADDITIONAL COST TO THE OWNER THROUGHOUT ALL PHASES OF

CONSTRUCTION.

4. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR

SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR

OWNER.

5. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED

WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES.

6. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS

REQUIRED BY THE GENERAL PERMIT.

7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH

SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE

PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET

FACILITIES.

8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.)

SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED.

9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE

MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL

SPILLS AND LEAKS.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR

OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS

IS PROHIBITED.

11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO

SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES

THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR

WATERS OF THE STATE.

12. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN, SHALL BE

INITIATED AS SOON AS PRACTICABLE.

13. STABILIZATION PRACTICES SHOULD BE INITIATED AS SOON AS PRACTICAL, BUT IN NO

CASE MORE THAN 7 DAYS WHERE CONSTRUCTION HAS TEMPORARILY CEASED.

14. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY

STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN

7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRED IN THESE AREAS. REFER TO

SECTION 981 OF THE STANDARD SPECIFICATIONS FOR SEEDING AND MAINTENANCE

REQUIREMENTS.

15. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS

NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE

WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS

MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS

CARRIED OFF THE SITE.

16. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS

OR INTO STORM DRAINS MUST BE REMOVED AS SOON AS POSSIBLE.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND

AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN

CONJUNCTION WITH THE STABILIZATION OF THE SITE.

18. ON-SITE & OFF SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM

EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT

PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE EROSION

CONTROL PLAN AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS.

19. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE

RUNOFF VELOCITIES AND EROSION.

20. DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES,

ETC.) TO PREVENT EROSION.

21. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES

BACK FILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR

BITUMINOUS PAVING FOR ROAD CONSTRUCTION.

LOD LOD LOD LOD LOD LOD LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD LOD LOD LOD LOD

LO

D

LO

D

LO

D

LOD LOD

LOD

LO

D

LO

D

LO

D

LO

D

LODLOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LOD

LODLODLODLODLOD

LOD

LOD

LODLODLODLOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

SF SF SF

S F

S F

S F

SF SF

SF

S F

S F

S F

SF SF SF SF SF

SF

SF SF SF SF SF

SF

SF

SF

S F

SF

SF

SF

SF

SF SF

G

AR

D

EN

L

AN

E D

R

IV

E

NURSERY ROAD

(66' PUBLIC RIGHT OF WAY)

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

PARCEL DESCRIBED IN

O.R. BOOK 2466, PAGE 584 PARCEL DESCRIBED IN O.R. BOOK 2697, PAGE 2805

POINT OF BEGINNING (AND ALSO)

60 RODS WEST OF THE SOUTHEAST CORNER

OF SECTION 14, TOWNSHIP 2 SOUTH, RANGE 20 WEST,

WALTON COUNTY, FLORIDA

TEMPORARY

BENCHMARK #2

POINT OF BEGINNING

INGRESS, EGRESS AND

UTILITY EASEMENT OFFICIAL

RECORDS BOOK 2017, PAGE 13

EXISTING STORM WATER

MANAGEMENT FACILITY

W W

W W

W W

W W W W W W W W W W W W W W W W W W W

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

EXISTING CONCRETE

SIDEWALK TO REMAIN

REMOVE EXISTING 3' WOOD FENCE.

CONTRACTOR SHALL REUSE EXISTING

FENCE IF IN GOOD CONDITION.

(SEE SHEET C300 FOR FENCE RELOCATION)

EXISTING MONUMENT

SIGN TO REMAIN

EXISTING WATER

FOUNTAIN TO REMAIN

EXISTING ASPHALT

TO REMAIN

REMOVE

EXISTING

CONCRETE

EXISTING 6" PVC SEWER FORCE MAIN.

EXISTING 8" PVC WATER SERVICE.

LOCATION TO BE CONFORMED BY CONTRACTOR.

(LOCATION NOT ON SURVEY)

EXISTING 8" PVC WATER SERVICE.

LOCATION TO BE CONFIRMED BY CONTRACTOR.

(LOCATION NOT FROM SURVEY)

12"x21" ELLIPTICAL RCP WITH

MITERED END SECTIONS

INV.ELEV.(W)=4.58'

INV.ELEV.(E)=4.72'

16"x16" CATCH BASIN

TOP ELEV.=6.57'

INV.ELEV.=5.03'

INV.ELEV.(W)=5.40' 8" CPP

16"x16" CATCH BASIN

TOP ELEV.=6.53'

INV.ELEV.=5.00'

INV.ELEV.(W)=5.37' 8" CPP

INV.ELEV.(N)=5.52' 1.5" PVC

8" CPP WITH

MITERED END SECTION

INV.ELEV.=4.68'

8" CPP WITH

MITERED END SECTION

INV.ELEV.=4.77'

EXISTING 5 8" METER AND

BACKFLOW PREVENTER.

CONTRACTOR SHALL

PROTECT IN PLACE.

REMOVE EXISTING GRAVEL (TYP.)

EXISTING HARDSCAPE/BIKE

AREA TO REMAIN

REMOVE EXISTING

GRASS PARKING AREA

REMOVE EXISTING

GRASS PARKING AREA

REMOVE EXISTING

GRASS PARKING AREA

PROTECT EXISTING

GRASS PATH

PROTECT EXISTING

CONCRETE CURB

AND SIDEWALK

EXISTING POND BOTTOM

EXISTING 1" WATER LINE.

CONTRACTOR SHALL FIELD

VERIFY EXACT LOCATION

PROTECT EXISTING

ASPHALT EDGE

REMOVE EXISTING WHEEL

STOPS. CONTRACTOR SHALL

REUSE EXISTING WHEEL STOPS

IF IN GOOD CONDITION.

SAWCUT CURB AND/OR

REMOVE AT NEAREST JOINT.

PROTECT CURB AT

LANDSCAPE ISLAND.

DEMO +/- 76 LF

12" WIDE

RIBBON CURB.

SAWCUT CURB AND/OR

REMOVE AT NEAREST JOINT.

PROTECT CURB AT

LANDSCAPE ISLAND.

SAWCUT CURB AND/OR

REMOVE AT NEAREST JOINT.

PROTECT CURB AT

LANDSCAPE ISLAND.

DEMO +/- 103

LF 12" WIDE

RIBBON CURB.

DEMO +/- 129 LF

12" WIDE

RIBBON CURB.

SAWCUT CURB AND/OR

REMOVE AT NEAREST JOINT.

PROTECT CURB AT

LANDSCAPE ISLAND.

SAWCUT CURB AND/OR

REMOVE AT NEAREST JOINT.

PROTECT CURB AT

LANDSCAPE ISLAND.

ABANDONED SEWER.

(LOCATION NOT FROM SURVEY).

EXISTING FIRE HYDRANT

INLET

PROTECTION

(TYP.)

SILT FENCE

(TYP.)

DEMO EXISTING

ASPHALT

REMOVE

EXISTING

CONCRETE

REMOVE

EXISTING

CONCRETE

REMOVE EXISTING

ADA-ACCESSIBLE PARKING

SIGN. CONTRACTOR SHALL

REUSE EXISTING SIGNS IF

IN GOOD CONDITION.

SF SF SF SF SF SF SF SF

SF

S F

S F

S F

S F

S F

S F

S F

S F

SF

25' WIDE

WETLAND

BUFFER EXISTING WETLANDS

LEGEND

REMOVE GRAVEL AND/OR GEOTEXTILE

ASSOCIATED WITH GRAVEL

REMOVE CONCRETE

REMOVE ASPHALT

ASPHALT TO REMAIN

CONCRETE TO REMAIN

REMOVE OBJECT

REMOVE GRASSED

PARKING AREA

SF SILT FENCE

INLET PROTECTION

GRASSED AREA TO REMAIN

LOD LIMITS OF DISTURBANCE

EXISTING WETLANDS

GRAPHIC SCALE IN FEET

10 20 40

KE

LL

O G

G P

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K

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AT

U R

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EN

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PR

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F

O R

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AL

TO

N

C O

U N

TY

EX

IS

TI

N

G C

O N

D

IT

IO

N

S

AN

D D

EM

O

LI

TI

O N

P

LA

N

C200

BEST MANAGEMENT PRACTICES (BMP) NOTES:

1. CONTRACTOR SHALL COORDINATE WITH WALTON COUNTY PLANNING DEPARTMENT AND

THE COUNTY'S ENVIRONMENTAL INSPECTOR.

2. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY BE REQUIRED, DURING

ANY PHASE OF DEVELOPMENT, AT THE DISCRETION OF WALTON COUNTY PLANNING

DEPARTMENT OR THE COUNTY'S ENVIRONMENTAL INSPECTOR.

3. THE CONTRACTOR SHALL ENSURE THAT A FOREMAN OR SUPERVISOR WHO HAS BEEN

CERTIFIED UNDER THE FLORIDA STORMWATER, EROSION AND SEDIMENTATION

CONTROL INSPECTOR TRAINING PROGRAM IS AVAILABLE IN PERSON OR BY PHONE AT

ALL TIMES DURING CONSTRUCTION ACTIVITIES. INSPECTOR TO BE DESIGNATED AND

AVAILABLE AT THE PRE-CONSTRUCTION MEETING.

4. SILT FENCE SHOWN ON THESE PLANS SHALL BE INSTALLED GENERALLY IN THE

LOCATIONS INDICATED, ADJUSTED FOR FIELD CONSTRAINTS.

5. CONTRACTOR SHALL INSPECT AND REPAIR ALL BMP's AT LEAST ONCE A WEEK, AND

AFTER EVERY SIGNIFICANT RAIN EVENT (> 12" OF RAINFALL.) A LOG OF SUCH

INSPECTIONS SHALL BE MAINTAINED AT THE SITE.

6. ANY BMP IN NEED OF REPAIR OR REINSTALLATION SHALL BE CORRECTED BY THE

CONTRACTOR WITHIN 24 HOURS OF IDENTIFICATION OF THE NEED FOR SUCH

CORRECTION.

7. ADDITIONAL BMP MEASURES MAY BE NECESSARY TO ENSURE THAT TURBID WATER IS

NOT DISCHARGED FROM THE CONSTRUCTION SITE. THE CONTRACTOR IS RESPONSIBLE

FOR MAINTAINING COMPLIANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN,

THE N.P.D.E.S. PERMIT AND THE CONDITIONS OF THE APPLICABLE NWFWMD

ENVIRONMENTAL RESOURCE PERMIT.

8. ALL DISTURBED AREAS TO BE LEFT IDLE LONGER THAN 7 DAYS MUST BE STABILIZED

WITH QUICK GROW GRASS SEED AND MULCH.

9. STREET SWEEPING WILL BE REQUIRED AS NECESSARY.

10. COORDINATE DISPOSAL OF EXCAVATED MATERIAL WITH WALTON COUNTY.

11. ONSITE WASTE WHICH COULD PRESENT A HAZARD TO WATER RESOURCES IF

IMPROPERLY HANDLED, INCLUDING SOLVENTS, PAINT, PESTICIDES, WASTE OIL,

BATTERIES, FLUORESCENT LIGHTS OR OTHER MERCURY CONTAINING DEVICES MUST BE

REMOVED FROM THE SITE BY EITHER A DEPARTMENT OF ENVIRONMENTAL PROTECTION

APPROVED HAZARDOUS WASTE TRANSPORTER, RECYCLER, OR IN MANY CASES MAY BE

TRANSPORTED BY THE CONTRACTOR TO WALTON COUNTY'S HAZARDOUS WASTE

CENTER. REGARDLESS OF THE CHOSEN METHOD THE CONTRACTOR MUST OBTAIN

RECEIPTS DOCUMENTING THE PROPER DISPOSAL OF WASTE.

NORTH

CONSTRUCTION SEQUENCE:

1. CONTRACTOR SHALL SUBMIT A FULLY EXECUTED FORM 62-330.350(1), “CONSTRUCTION

COMMENCEMENT NOTICE” TO NWFWMD 48 HOURS PRIOR TO COMMENCEMENT OF

ANY ACTIVITY AUTHORIZED BY THE ENVIRONMENTAL RESOURCE PERMIT.

2. POST ALL APPLICABLE PERMIT PLACARDS. THE PERMIT PLACARDS SHALL NOT BE

NAILED TO TREES.

3. THE CONTRACTOR SHALL DESIGNATE (WITH WRITTEN DOCUMENTATION) AN ONSITE

EROSION CONTROL OFFICER WITH 24-HOUR CONTACT INFORMATION.

4. FLAG OR STAKE THE PROPOSED LIMITS OF CLEARING.

5. DESIGNATE VEHICULAR PATHWAYS AND EMPLOYEE PARKING AREAS WITHIN THE

LIMITS OF THE SITE.

6. DESIGNATE REFUELING AREAS AWAY FROM THE WATER BODIES OR WATERCOURSES

ONSITE.

7. PRIOR TO SITE CLEARING AND GRUBBING, INSTALL PERIMETER SILT FENCE AS SHOWN

ON THE EROSION CONTROL PLAN. INSPECT AND REPAIR PERIMETER EROSION

CONTROLS INCLUDING CONSTRUCTION ENTRANCE AS NECESSARY.

8. DESIGNATE MATERIALS STORAGE AREAS AND TOPSOIL STORAGE AREAS.

9. CLEAR AND GRUB WITHIN STAKED LIMITS OF DISTURBANCE.

10. COMPLETE INSTALLATION OF ALL UTILITIES.

11. COMPLETE REMAINDER OF SITE WORK INCLUDING FINAL GRADING OF ROADWAYS.

12. TEMPORARILY SEED WITH PURE LIVE SEED (OR APPROVED EQUAL), THROUGHOUT

CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE.

13. CONTRACTOR SHALL INSPECT AND REPAIR ALL BMP'S THROUGHOUT THE ENTIRE

CONSTRUCTION PHASE (SEE BMP NOTES ABOVE.)

14. PRIOR TO THE END OF CONSTRUCTION, ALL DISTURBED AREAS SHALL BE SODDED

AND STABILIZED.

AR

D

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R

IV

E

NURSERY ROAD

(66' PUBLIC RIGHT OF WAY)

N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA

PARCEL DESCRIBED IN

O.R. BOOK 2466, PAGE 584 PARCEL DESCRIBED IN O.R. BOOK 2697, PAGE 2805

POINT OF BEGINNING (AND ALSO)

60 RODS WEST OF THE SOUTHEAST CORNER

OF SECTION 14, TOWNSHIP 2 SOUTH, RANGE 20 WEST,

WALTON COUNTY, FLORIDA

TEMPORARY

BENCHMARK #2

POINT OF BEGINNING

INGRESS, EGRESS AND

UTILITY EASEMENT OFFICIAL

RECORDS BOOK 2017, PAGE 13

EXISTING STORM WATER

MANAGEMENT FACILITY

W W

W W

W W

W W W W W W W W W W W W W W W W W W W

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

NO

PARKING

ANY

TIME

NO

PARKING

ANY

TIME

EXISTING TREE LINE

ADA ACCESSIBLE PARKING SPACE,

SIGNAGE AND STRIPING (TYP. OF 2).

SEE DETAIL SHEET C600.

5' THICKENED

EDGE SIDEWALK

(6" EXPOSED FACE)

PROPERTY BOUNDARY

(TYP.)

EXISTING 2' WIDE

STOP BAR WITH

STOP SIGN

EXISTING

TREE LINE

PROPOSED

BUILDING

1,501 SF

10' SIDE

BUILDING

SETBACK

25' FRONT

BUILDING

SETBACK

PROPOSED 3' WOOD FENCE.

CONTRACTOR TO REUSE

EXISTING WOOD FENCE IF

IN GOOD CONDITION.

6' SPECIAL EMPHASIS

CROSSWALK PER FDOT

STD PLANS 711-001

BOTTOM OF POND

TOP OF POND

9.5'

20'

20.0'

3'

20'

9'

12.0'

' 9'

PLAT LOT DIVIDE

PER SURVEY

(5) 9' x 20' STANDARD

PARKING SPACES

(4) 9.5' x 20' STANDARD

PARKING SPACES

(1) 9.5' x 20' STANDARD

PARKING SPACE

(8) 9' x 20' STANDARD

PARKING SPACES

5'

25' WIDE

WETLAND

BUFFER

EXISTING WETLANDS

(SEE NOTE 7)

"NO PARKING

ANY TIME" SIGN

R7-1R PER MUTCD

"NO PARKING

ANY TIME" SIGN

R7-1L PER MUTCD

PROPOSED 4" WHITE

DIAGONAL THERMOPLASTIC

PAVEMENT STRIPING AT 4' O.C.

PROPOSED CURB

RAMP TYPE C PER

FDOT STANDARD

PLANS INDEX 522-002

MATCH EXISTING

SIDEWALK WIDTH

MATCH EXISTING

CURB AND

GUTTER DETAILS

LEGEND

PROPOSED ASPHALT PAVEMENT

(SEE DETAIL ON SHEET C600)

PROPOSED CONCRETE SIDEWALK

(SEE DETAIL ON SHEET C600)

EXISTING CONCRETE SIDEWALK

EXISTING ASPHALT PAVEMENT

EXISTING WETLANDS

GRAPHIC SCALE IN FEET

10 20 40

KE

LL

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LA

N

C300

NORTH

SITE DATA TABLES:

SITE PLAN NOTES

1. ALL CURB RAMPS AND SIDEWALKS ENTERING PARKING OR TRAVEL WAYS SHALL HAVE DETECTABLE

WARNING SURFACES 2' DEEP AND THE WIDTH OF THE SIDEWALK. DETECTABLE WARNING SURFACE SHALL BE YELLOW ARMORTILE (OR APPROVED EQUAL) SURFACE APPLIED MATS UNLESS OTHERWISE SPECIFIED.

2. CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE R.O.W CAUSED DURING CONSTRUCTION. CONTRACTOR

SHALL PHOTOGRAPHICALLY DOCUMENT THE PRE-CONSTRUCTION CONDITIONS.

3. CUT SLOPES GREATER THAN 2:1 AND FILL SLOPES GREATER THAN 3:1 SHALL REQUIRE DESIGN &

CERTIFICATION BY A REGISTERED PROFESSIONAL ENGINEER.

4. ALL PEDESTRIAN ROUTES AND PARKING STALLS IDENTIFIED TO BE ADA-COMPLIANT SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA-ACCESSIBILITY GUIDELINES AND FDOT STANDARDS AND

SPECIFICATIONS.

5. ACCESS ROADS SHALL BE ACCESSIBLE TO FIRE APPARATUS ONCE CONSTRUCTION OF STRUCTURES

BEGINS.

6. ONCE ACCESS ROADS ARE DEVELOPED, STREET SIGNS SHALL BE INSTALLED IDENTIFYING EACH ACCESS ROAD AND SHALL REMAIN IN PLACE THROUGHOUT THE CONSTRUCTION PHASE AS WELL AS WHEN THE

PROJECT IS COMPLETED.

7. ALL ONSITE WETLANDS AND WETLAND BUFFERS SHALL REMAIN INTACT, UNCLEARED AND UNDISTURBED.

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NURSERY ROAD

(66' PUBLIC RIGHT OF WAY)

N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA

PARCEL DESCRIBED IN

O.R. BOOK 2466, PAGE 584 PARCEL DESCRIBED IN O.R. BOOK 2697, PAGE 2805

POINT OF BEGINNING (AND ALSO)

60 RODS WEST OF THE SOUTHEAST CORNER

OF SECTION 14, TOWNSHIP 2 SOUTH, RANGE 20 WEST,

WALTON COUNTY, FLORIDA

TEMPORARY

BENCHMARK #2

POINT OF BEGINNING

INGRESS, EGRESS AND

UTILITY EASEMENT OFFICIAL

RECORDS BOOK 2017, PAGE 13

EXISTING STORM WATER

MANAGEMENT FACILITY

W W

W W

W W

W W W W W W W W W W W W W W W W W W W

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

EXISTING TREE LINE

PROPERTY BOUNDARY

(TYP.)

PROPOSED

BUILDING

1,501 SF

25' WIDE

WETLAND

BUFFER

EXISTING WETLANDS

PROPOSED VEHICLE

TRACKING (TYP.)

GRAPHIC SCALE IN FEET

10 20 40

KE

LL

O G

G P

AR

K

N

AT

U R

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EN

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R

PR

EP

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F

O R

W

AL

TO

N

C O

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TY

C

IR

C U

LA

TI

O N

PL

AN

C301

NORTH

NOTE: SWFD AERIAL LADDER TRUCK VEHICLE TRACKING

SHOWN FOR EMERGENCY ACCESS PURPOSES

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NURSERY ROAD

(66' PUBLIC RIGHT OF WAY)

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

EXISTING STORM WATER

MANAGEMENT FACILITY

W W

W W

W W

W W W W W W W W W W W W W W W W W W W

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

G

AR

D

EN

L

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E D

R

IV

E

NURSERY ROAD

(66' PUBLIC RIGHT OF WAY)

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

EXISTING STORM WATER

MANAGEMENT FACILITY

W W

W W

W W

W W W W W W W W W W W W W W W W W W W

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

F M

F M

F M

F M

F M

SAN

5 5

7 7

8 8

FFE= 8.00'

M.E.

6.30 M.E.

6.65

M.E.

6.31

M.E.

6.57

M.E.

6.64 7.50

7.50M.E.

6.62

M.E.

6.99

M.E.

7.01

FFE: 8.00

7.85

7.85

7.92

7.92

7.92

7.92

16"x16" CATCH BASIN

TOP ELEV.=6.57'

INV.ELEV.=5.03'

INV.ELEV.(W)=5.40' 8" CPP

16"x16" CATCH BASIN

TOP ELEV.=6.53'

INV.ELEV.=5.00'

INV.ELEV.(W)=5.37' 8" CPP

INV.ELEV.(N)=5.52' 1.5" PVC

12"x21" ELLIPTICAL RCP WITH

MITERED END SECTIONS

INV.ELEV.(W)=4.58'

INV.ELEV.(E)=4.72'

PROPOSED

BUILDING

7.86

7.92

7.85

7.85

7.92

7.56

7.56

7.86 7.92

7.827.76

3:1 M

AX

3:1 M

AX

3:1 MAX

3:1 MAX

25' WIDE

WETLAND

BUFFER

EXISTING WETLANDS

BLDG FFE: 8.00

GROUND EG: 7.75

BLDG FFE: 8.00

GROUND EG: 7.78

BLDG FFE: 8.00

GROUND EG: 7.42

BLDG FFE: 8.00

GROUND EG: 7.35

BLDG FFE: 8.00

GROUND EG: 7.68

FFE: 8.00

FFE: 8.00

FFE: 8.00

GRINDER PUMP

RIM: 7.20

(SEE DETAIL ON SHEET C500)

GRAPHIC SCALE IN FEET

10 20 40

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PA

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, G R

AD

IN

G

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AI

N

AG

E

PL

AN

C400

PAVING, GRADING, AND DRAINAGE NOTES:

1) CONTRACTOR SHALL SUPPORT AND PROTECT ALL EXISTING AND

PROPOSED UTILITIES THROUGHOUT THE CONSTRUCTION PHASE.

2) THE CROSS SLOPE ON ALL ADA ACCESSIBLE ROUTES SHALL NOT

EXCEED 2.0%. THE LONGITUDINAL SLOPE ON ALL ADA ACCESSIBLE

ROUTES (NOT INCLUDING RAMPS) SHALL NOT EXCEED 5.0%. THE

LONGITUDINAL SLOPE FOR RAMPS SHALL NOT EXCEED 8.33%.

3) CONTRACTOR SHALL ENSURE ALL DRAINAGE IS DIRECTED AWAY

FROM STRUCTURE.

NORTH

M.E.= MATCH EXISTING GRADE

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NURSERY ROAD

(66' PUBLIC RIGHT OF WAY)

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

EXISTING STORM WATER

MANAGEMENT FACILITY

W W

W W

W W

W W W W W W W W W W W W W W W W W W W

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

CONNECT TO EXISTING 6" FORCE MAIN

EXISTING 8" PVC WATER MAIN

CONTRACTOR SHALL FIELD VERIFY LOCATION.

EXISTING TAPPING VALVE WITH SLEEVE

12"x21" ELLIPTICAL RCP WITH

MITERED END SECTIONS

INV.ELEV.(W)=4.58'

INV.ELEV.(E)=4.72'

16"x16" CATCH BASIN

TOP ELEV.=6.57'

INV.ELEV.=5.03'

INV.ELEV.(W)=5.40' 8" CPP

16"x16" CATCH BASIN

TOP ELEV.=6.53'

INV.ELEV.=5.00'

INV.ELEV.(W)=5.37' 8" CPP

INV.ELEV.(N)=5.52' 1.5" PVC

2" TAPPING SLEEVE AND VALVE

EXISTING 6" FORCE MAIN

CONTRACTOR SHALL FIELD VERIFY LOCATION.

GRINDER PUMP AS PER REGIONAL

UTILITIES SPECIFICATIONS

(SEE DETAIL THIS SHEET)

RIM ELEV: 7.20

4" CLEANOUT

INV IN: 3.90

INV OUT: 3.90

CONNECT TO EXISTING 1"

HDPE WATER SERVICE.

CONTRACTOR TO NOTIFY

EOR IF THERE ARE ANY

DISCREPANCIES IN

EXISTING WATER SERVICE

ROUTING/LOCATION.

EXISTING 1" HDPE WATER SERVICE.

CONTRACTOR SHALL FIELD VERIFY LOCATION.

117 LF 2" PVC FORCE MAIN

(2) 45 DEGREE BENDS

3 LF 2" PVC

FORCEMAIN

1" HDPE WATER SERVICE

CONNECTION TO BUILDING

8 LF 4" PVC AT

2% MIN. SLOPE

4" PVC SEWER

SERVICE CONNECTION

TO BUILDING

34 LF 4" PVC AT

2% MIN. SLOPE

EXISTING FIRE HYDRANT

4 LF 2" PVC

FORCEMAINW

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F M

F M

F M

F M

SAN

25' WIDE

WETLAND

BUFFER

EXISTING WETLANDS

6 6

NORTH

GRAPHIC SCALE IN FEET

10 20 40

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C500

UTILITY NOTES:

1. IF THE ELEVATION OR LOCATION OF EXISTING UTILITIES IS SUBSTANTIALLY

DIFFERENT FROM THAT SHOWN ON THE PLAN OR IF A CONFLICT EXISTS,

THE ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIATELY.

2. TAPS TO EXISTING UTILITIES SHALL BE COORDINATED WITH REGIONAL

UTILITIES. ALL TAPS SHALL BE MADE IN A MANNER TO MINIMIZE

INTERRUPTION OF SERVICE.

3. EXCAVATION AND BACKFILLING OF UTILITY TRENCHES SHALL CONFORM TO

REGIONAL UTILITIES SPECIFICATIONS.

4. ALL WATER/FORCE MAIN SHALL HAVE 36" MIN. COVER.

5. WATER MAINS ARE SHOWN FOR GRAPHICAL PURPOSES ONLY.

APPROPRIATE ELBOWS SHALL BE PLACED WHERE NECESSARY TO PROHIBIT

EXCESSIVE PIPE BEND.

6. ALL UTILITY CROSSINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH

F.A.C. RULE 62-555.314.

7. FIRE HYDRANTS SHALL BE OPERATIONAL ONCE CONSTRUCTION OF

STRUCTURES BEGINS.

8. THE GRINDER PUMP SHALL HAVE AN AUDIO VISUAL ALARM SYSTEM WITH A

SELF-CONTAINED POWER SUPPLY PER SECTION 10.3.8.8.6 OF THE 2024

REGIONAL UTILITIES CONSTRUCTION SPECIFICATIONS AND STANDARD

DETAILS. THE ALARM SYSTEM SHALL BE ACTIVATED FOR THE FOLLOWING

CONDITIONS: PHASE FAILURE, POWER FAILURE, PUMP FAILURE, HIGH

WATER LEVEL OR ANY CAUSE OF PUMP STATION MALFUNCTION.

GRINDER PUMP DETAIL

NOTES:

PARKING BY

DISABLED

PERMIT

ONLY

$ 250 FINE

ADA STRIPING AND SIGNAGE

PROPOSED

GRADE

5' -0

3.

0'

1.0'

TRANSITION FROM ACCESS

AISLE TO FLAT/FLUSH LANDING

CURB RAMP

(SEE SITE PLAN FOR TYPE) 6'

4"

2'

1:6 MAX.

VARIES

CONCRETE SIDEWALK

4"

STANDARD DUTY ASPHALTIC CONCRETE

PAVEMENT SECTION

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C600

FIGURE 1

SECTION A-A

NOTES:

1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL NEARLY LEVEL DRAINAGE

AREAS. (LESS THAN 5%).

2. USE 2"X4" WOOD OR EQUIVALENT METAL STAKES (3 FT. MIN. LENGTH).

3. INSTALL 2"X4" WOOD FRAME TO INSURE STABILITY.

4. SEE EROSION CONTROL PLAN FOR LOCATIONS AND APPLICABILITY.

SILT FENCE

A MINIMUM OF 12" OF

SILT FENCE MUST BE

BURIED IN TRENCH

36" MIN.

15" MIN.

18" MAX.

A

A

TOP FRAME NECESSARY

FOR STABILITY

ATTACH FILTER FABRIC SECURILTY

TO 2X4 WOOD FRAME, OVERLAPPING

FABRIC TO NEXT STAKE

2"X4" WOOD FRAME

4 SIDES OF DROP INLET

FILTERED

WATER

WRAP GRATE, TOP

AND BOTTOM WITH

GEOTEXTILE FABRIC FILTERED

WATER

2"WIRE MESH

FDOT NO. 1 COARSE AGGREGATE BAG

(12" MIN. DEPTH)

RUNOFF WATER

18"

MIN.

FIGURE 6

PLAN VIEW

STABILIZED CONSTRUCTION ENTRANCE

PROFILE

FIGURE 8

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C601

POLLUTION PREVENTION:

TREE PROTECTION:

ADDITIONAL MEASURES:

PERMANENT VEGETATION:

STOCKPILES:

SEDIMENT BARRIERS:

INLET PROTECTION:

MAINTENANCE:

STABILIZATION OF NON STRUCTURAL PRACTICES:

SEDIMENT FENCE:TIMING OF SEDIMENT - CONTROL PRACTICES:

EROSION AND SEDIMENT CONTROL NARRATIVE

INSPECTION SCHEDULE:

CONSTRUCTION ACCESS ROUTES:

MAINTENANCE

KIMLEY-HORN AND ASSOCIATES, INC.

2619 CENTENNIAL BLVD, SUITE 200

TALLAHASSEE, FL 32308

WALTON COUNTY BOARD OF COMMISSIONERS

P.O. BOX 1260

DEFUNIAK SPRINGS, FL 32433