DUNNS CREEK BOAT RAMP

PUTNAM COUNTY, FLORIDA

PREPARED FOR:

CRG ARCHITECTS

TBD

PROJECT

LOCATION

AERIAL MAP - 1" = 2,000'

PROJECT

LOCATION

PREPARED BY:

PROJECT

LOCATION

AERIAL MAP - 1" = 2,000'

PROJECT

LOCATION

PREPARED BY:

FLOOD MAP - 1" = 1,000' QUAD MAP - 1" = 2,000'

VICINITY MAP - 1" = 2,000' AERIAL MAP - 1" = 2,000'

PROJECT

LOCATION

PROJECT

LOCATION

DEVELOPER:

PUTNAM COUNTY PUBLIC WORKS

223 PUTNAM COUNTY BLVD

EAST PALATKA, FL 32131

(386) 329-0346

ATTN:

CIVIL ENGINEER:

MAVERICK ENGINEERING

10 WILLOW WINDS PARKWAY

ST. JOHNS, FL 32259

(904) 655-6687

ATTN: JEREMY W. CALLOWAY, P.E.

SURVEYOR:

FLINT SURVEYING & MAPPING, INC.

111 NATURE WALK PRKWY #102

ST. JOHNS, FL 32082

(904) 392-5948

ATTN:RUSS D. FLINT, PSM

GEOTECHNICAL ENGINEER:

JACKSON GEOTECHINCAL

ENGINEERING

164 PLAZA DEL RIO DRIVE

ST. AUGUSTINE, FL 32084

(904) 252-2292

ATTN: JEFF S. JACKSON, P.E.

FLOOD ZONE

THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE "AE" PER

FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER

12107C0328C, DATED FEBRUARY 2, 2012

REGULATORY AGENCIES:

PUTNAM COUNTY PUBLIC WORKS DEPARTMENT:

223 PUTNAM COUNTY BLVD.

EAST PALATKA, FL 32131

(386) 329-0346

ST. JOHNS RIVER WATER MANAGEMENT DISTRICT

7775 BAYMEADOWS WAY

JACKSONVILLE, FL 32256

(904) 730-6270

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION:

8800 BAYMEADOWS WAY WEST

JACKSONVILLE, FL 32256

(904) 256-1700

GENERAL NOTES:

(1) SEE SURVEY FOR LEGAL DESCRIPTION

(2) ALL ELEVATIONS SHOWN HEREIN ARE REFERENCED TO THE

NORTH AMERICAN GEODETIC VERTICAL DATUM 1988 (NAVD88)

(3) ANY AND ALL WORK PERFORMED IN PUTNAM COUNTY

RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH APPLICABLE

LAND DEVELOPMENT CODES.

(4) IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL

DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS

PROJECT PRIOR TO CONSTRUCTION COMMENCEMENT. IF A

DISCREPANCY IS DISCOVERED BETWEEN THE SURVEY, ABOVE

AND BELOW GROUND FIELD VERIFICATION, AND/OR

APPLICABLE CODES, THE ENGINEER OF RECORD MUST BE

NOTIFIED IN WRITING PRIOR TO THE INITIATION OF

CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY

THE ENGINEER OF RECORD SHALL CONSTITUTE FULL

RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE

SCOPE OF WORK AS DETAILED BY THE DRAWINGS AND

SPECIFICATIONS AND IN FULL CONFORMANCE WITH

APPLICABLE REGULATIONS AND CODES.

(5) THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO

AVOID DAMAGE TO ADJACENT PROPERTY AND EXISTING SITE

FEATURES TO REMAIN AND WILL BE HELD SOLELY

RESPONSIBLE FOR ANY DAMAGE.

(6) IT IS THE APPLICANT'S RESPONSIBILITY TO SCHEDULE A

PRE-CONSTRUCTION/ PRE-PERMIT MEETING WITH PUTNAM

COUNTY AFTER PLANS ARE RELEASED FOR CONSTRUCTION BY

THE COUNTY AND BEFORE STARTING ANY SITE

CONSTRUCTION ACTIVITIES. PROJECT DATUM: NAVD '88Know what's below.

before you dig.Call

R

IF YOU DIG IN FLORIDA...

CALL US FIRST!

1-800-432-4770

SUNSHINE STATE ONE-CALL OF FLORIDA, INC

IT'S THE LAW

PROJECT TEAM:

PR

EP

AR

ED

F O

R

D R

AW

IN

G B

Y:

D

ES

IG

N

B Y:

C H

EC

KE

D B

Y:

D

AT

E:

PR

O

JE

C

T

R

EV

IS

IO

N S

D

AT

E

D

ES

C R

IP

TI

O N

C A#

PE

M A

VE

R

IC

K

E N

G

IN

EE

R

IN

G

W

IL

LO

W W

IN

D

S

PA

R K

W A

Y

ST

. J O

H N

S, F

LO

R

ID

A

(9

) 6

-6

OF

S

TA

TE

O

F

N o.

PRO

FE

SS

IO

N A L

EN

GI

NE

ER

JER

EM

Y W

. C A

LL

OW

AY

FL

O

RI

DA

JE

R

EM

Y

W . C

AL

LO

W

AY

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

-X

X-

XX

X

XX

-X

X-

XX

X

XX

-X

X-

XX

X

XX

-X

X-

XX

X

XX

-X

X-

XX

X

XXXXX

XX

-X

X-

XX

XX

JW

C

JW

C

M S

C R

G A

R C

H

IT

EC

TS

PU

TN

A M

C O

U N

TY

, F

LO

R

ID

A

D U

N N

S C

R

EE

K B

O A

T R

A M

P C

O

VE

R S

H

EE

T

DRAWING INDEX

SHEET NUMBER SHEET TITLE

1 COVER SHEET

2 GENERAL NOTES

3 SURVEY

4 DEMOLITION PLAN

5 SITE PLAN

6 GRADING PLAN

7 LANDSCAPE PLAN

8 CONSTRUCTION DETAILS

9 SWPPP

10 SWPPP CERTIFICATION

jcalloway Digital Signature Text

GENERAL NOTES

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AT THE JOB SITE TO INSURE THAT ALL NEW

WORK WILL FIT IN THE MANNER INTENDED ON THE PLANS. SHOULD ANY CONDITIONS EXIST THAT ARE CONTRARY TO THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE LOCAL GOVERNING BODY OF

SUCH DIFFERENCES IMMEDIATELY AND PRIOR TO PROCEEDING WITH THE WORK.

2. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AS SET FORTH BY THE WATER MANAGEMENT DISTRICT AND

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION.

3. THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION SITE IN A SECURE MANNER. ALL OPEN TRENCHES AND

EXCAVATED AREAS SHALL BE PROTECTED FROM ACCESS BY THE GENERAL PUBLIC.

4. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHOULD NOTIFY THE

ENGINEER.

5. THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROLS PRIOR TO ANY EARTH DISTURBING ACTIVITIES.

ALL COMPONENTS SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL ALL VEGETATION IS ESTABLISHED, THE ENTIRE PROJECT AREA IS STABILIZED, AND THE OWNER HAS ACCEPTED OPERATION AND MAINTENANCE.

6. ALL DISTURBED AREAS NOT SODDED SHALL BE SEEDED WITH A MIXTURE OF LONG-TERM VEGETATION AND QUICK GROWING SHORT-TERM VEGETATION FOR THE FOLLOWING CONDITIONS. FOR THE MONTHS FROM SEPTEMBER THROUGH MARCH, THE MIX SHALL CONSIST OF 70 POUNDS PER ACRE OF LONG-TERM SEED AND 20 POUNDS PER ACRE OF WINTER RYE. FOR THE MONTHS OF APRIL THOUGH AUGUST, THE MIX SHALL CONSIST OF 70 PER ACRE OF LONG-TERM SEED AND 20

POUNDS PER ACRE OF MILLET.

7. THE LOCATION OF THE UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. CONTRACTOR SHALL PROTECT ALL UTILITIES WITHIN THE

PROJECT AREAS.

8. ALL UTILITY CONSTRUCTION SHALL MEET THE WATER AND WASTEWATER UTILITY STANDARDS OF THE UTILITY SERVICE

PROVIDER IN THE PROJECT AREA.

9. THE CONTRACTOR SHALL WASTE ALL EXCESS EARTH ON SITE AS DIRECTED BY THE ENGINEER.

10. ALL SITE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL GOVERNING BODY'S LAND DEVELOPMENT

REGULATIONS.

11. CONTRACTOR SHALL REVIEW AND BECOME FAMILIAR WITH ALL REQUIRED UTILITY CONNECTIONS PRIOR TO BIDDING.

CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS REQUIRED TO COMPLETE CONNECTION TO THE EXISTING UTILITIES. THIS INCLUDES BUT IS NOT LIMITED TO MANHOLE CORING, WET TAPS, PAVEMENT REPAIRS AND DIRECTIONAL

BORING.

12. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONTRACTORS WITHIN PROJECT AREA.

13. CONTRACTOR SHALL PROVIDE ACTUAL INVERT ELEVATIONS ON ALL DRAINAGE STRUCTURES, INCLUDING CULVERTS, PRIOR TO PLACING ANY BASE MATERIAL. DEVIATIONS FROM THE PLANS SHALL BE APPROVED BY THE ENGINEER BEFORE

CONTINUING WORK.

14. THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (CURRENT EDITION) AND THE F.D.O.T. DESIGN STANDARDS (CURRENT EDITION), AWWA SPECIFICATIONS, AND THE LOCAL GOVERNING BODY'S DEVELOPMENT STANDARDS UNLESS OTHERWISE NOTED.

15. IF UNSUITABLE MATERIAL IS ENCOUNTERED DURING GRADING, CONTRACTOR SHALL REMOVE UNSUITABLE MATERIAL TO A DEPTH OF 24" BELOW FINISHED GRADE WITHIN THE CONSTRUCTION LIMITS AND REPLACE WITH CLEAN COARSE SAND HAVING NO MORE THAN 5% PASSING THE No. 200 SIEVE KVS= 23.4 FT/DAY.

16. THE CONTRACTOR SHALL NOTIFY THE LOCAL GOVERNING BODY AT LEAST 48 HOURS IN ADVANCE PRIOR TO BEGINNING OF

CONSTRUCTION.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION COMMENCEMENT NOTICE AND NOTIFYING THE

ENGINEER OF THE CONSTRUCTION SCHEDULE.

18. THE CONTRACTOR SHALL INSTALL CONSTRUCTION FENCING AND NO TRESPASSING SIGNS FOR THE DURATION OF

CONSTRUCTION.

19. THE CONTRACTOR IS CAUTIONED TO VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE PROJECT PRIOR TO BIDDING.

20. THESE DRAWINGS REPRESENT KNOWN STRUCTURES AND UTILITIES LOCATED IN THE PROJECT AREA. THE CONTRACTOR IS CAUTIONED THAT OTHER STRUCTURES AND UTILITIES, ABOVE OR BELOW GROUND, MAY BE ENCOUNTERED DURING THE COURSE OF THE PROJECT. THE CONTRACTOR SHOULD NOTIFY THE ENGINEER IMMEDIATELY UPON ENCOUNTERING ANY

UNEXPECTED STRUCTURE, UTILITY LINE, OR OTHER UNUSUAL CONDITION.

21. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES AND TO TAKE

WHATEVER STEPS NECESSARY TO PROVIDE FOR THEIR PROTECTION.

22. ADEQUATE PROVISIONS SHALL BE MADE FOR FLOW OF SEWERS, DRAINS, AND WATER COURSES ENCOUNTERED DURING

CONSTRUCTION.

23. THE CONTRACTOR SHALL PLACE AND MAINTAIN ADEQUATE BARRICADES, CONSTRUCTION SIGNS, FLASHING LIGHTS, TORCHES, RED LANTERNS AND GUARDS DURING CONSTRUCTION WORK UNTIL IT IS SAFE FOR BOTH PEDESTRIAN AND

VEHICULAR TRAFFIC.

24. ALL DEMOLISHED ASPHALT, CONCRETE, PIPE, STRUCTURES AND OTHER DEBRIS SHALL BE REMOVED FROM THE PROJECT

SITE AND DISPOSED OF IN A LEGAL MANNER.

25. MAINTAIN 12" VERTICAL SEPARATION BETWEEN ALL POTABLE WATER MAINS AND SANITARY SEWER GRAVITY AND FORCE

MAINS.

26. WHERE WATER MAINS CROSS THE SANITARY SEWER, THE SEWER MAIN SHALL BE ENCASED IN CONCRETE FOR A DISTANCE OF 10 FEET BOTH SIDES OF THE WATER MAIN, UNLESS A MINIMUM OF 12" VERTICAL SEPARATION IS MAINTAINED WITH THE

WATER ABOVE TO SEWER MAIN.

27. ALL NEW SEWER MAINS SHALL HAVE A MINIMUM COVER OF 36".

28. ALL EXISTING DRIVES, ROADS, CULVERTS, ETC. THAT ARE DAMAGED DURING CONSTRUCTION ARE TO BE RESTORED TO

THEIR ORIGINAL CONDITION.

29. ALL DISTURBED AREAS ARE TO BE CLEANED, GRADED AND ROLLED TO ORIGINAL CONTOURS, HYDROSEEDED TO DOT SPECIFICATIONS UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR SHALL MAINTAIN DISTURBED AREAS UNTIL A SATISFACTORY STAND OF GRASS IS ESTABLISHED WITHOUT BARE SECTIONS OR ERODED AREAS.

30. CONTRACTOR SHALL PROVIDE SIGNED AND SEALED AS-BUILTS BY A LICENSED PLS TO THE EOR FOR REVIEW AND

APPROVAL.

EROSION CONTROL NOTES

1. THIS EROSION AND SEDIMENTATION CONTROL PLAN COMPLIES WITH THE REQUIREMENTS OF THE "FLORIDA DEVELOPMENT

MANUAL" AND THE "FLORIDA EROSION AND SEDIMENT CONTROL INSPECTOR'S MANUAL".

2. THE CONTRACTOR SHALL ADHERE TO THE LOCAL GOVERNING BODY, F.D.E.P, AND OTHER GOVERNING AUTHORITIES FOR EROSION AND SEDIMENT CONTROL REGULATIONS. IF THE CONTRACTOR NEEDS TO CHANGE THIS PLAN TO MORE EFFECTIVELY CONTROL EROSION AND SEDIMENTATION, THE CONTRACTOR SHALL USE BMP's FROM THE "FLORIDA EROSION

AND SEDIMENT CONTROL INSPECTOR'S MANUAL".

3. THE CONTRACTOR SHALL ADJUST AND REVISE THIS PLAN TO MEET ACTUAL FIELD CONDITIONS. ANY REVISIONS SHALL BE

APPROVED BY THE REVIEWING AGENCIES.

4. SEDIMENT AND EROSION CONTROL FACILITIES, STORM DRAINAGE FACILITIES AND DETENTION BASINS SHALL BE INSTALLED

PRIOR TO ANY OTHER CONSTRUCTION.

5. EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL AND REPLACED AS NECESSARY.

6. SEDIMENT AND EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL ALL CONSTRUCTION IS COMPLETE AND

UNTIL A PERMANENT GROUND COVER HAS BEEN ESTABLISHED.

7. ALL OPEN DRAINAGE SWALES SHALL BE GRASSED AND RIPRAP SHALL BE PLACED AS REQUIRED TO CONTROL EROSION.

8. SILT FENCES SHALL BE LOCATED ON SITE TO PREVENT SEDIMENT AND EROSION FROM LEAVING PROJECT LIMITS.

9. CONTRACTOR SHALL PLACE A DOUBLE ROW OF SILT FENCE IN AREAS WHERE RUNOFF FROM DISTURBED AREAS MAY

ENTER WETLANDS.

10. DURING CONSTRUCTION AND AFTER CONSTRUCTION IS COMPLETE, ALL STRUCTURES SHALL BE CLEANED OF ALLDEBRIS

AND EXCESS SEDIMENT.

11. ALL GRADED AREAS SHALL BE STABILIZED IMMEDIATELY WITH A TEMPORARY FAST-GROWING COVER AND/OR MULCH.

12. A PAD OF RUBBLE RIP RAP SHALL BE PLACED AT THE BOTTOM OF ALL COLLECTION FLUMES AND COLLECTION PIPE OUTLETS. GRANITE OR LIMESTONE RIPRAP IS REQUIRED, NO BROKEN CONCRETE WILL BE ACCEPTED.

13. ALL SIDE SLOPES STEEPER THAN 3:1 SHALL BE ADEQUATELY PROTECTED FROM EROSION THROUGH THE USE OF HAY

BALES OR SODDING.

14. ALL STABILIZATION PRACTICES SHALL BE INITIATED AS SOON AS PRACTICABLE IN AREAS OF THE JOB WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY STOPPED, BUT IN NO CASE SHALL THE DISTURBED

AREA BE LEFT UNPROTECTED FOR MORE THAN SEVEN DAYS.

15. ALL WASTE GENERATED ON THE PROJECT SHALL BE DISPOSED OF BY THE CONTRACTOR IN AREAS PROVIDED BY

CONTRACTOR.

16. LOADED HAUL TRUCKS SHALL BE COVERED WITH TARPS.

17. EXCESS DIRT SHALL BE REMOVED DAILY.

18. THIS PROJECT SHALL COMPLY WITH ALL WATER QUALITY STANDARDS.

19. QUALIFIED PERSONNEL SHALL INSPECT THE AREA USED FOR STORAGE OF STOCKPILES, THE SILT FENCE AND STRAW BALES, THE LOCATION WHERE VEHICLES ENTER OR EXIT THE SITE, AND THE DISTURBED AREAS THAT HAVE NOT BEEN FINALLY STABILIZED, AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM OF

0.5 INCHES OR GREATER.

20. SITES THAT HAVE BEEN FINALLY STABILIZED WITH SOD OR GRASSING SHALL BE INSPECTED AT LEAST ONCE EVERY WEEK.

RIGHT-OF-WAY CONSTRUCTION NOTES

ALL WORK IN THE COUNTY RIGHT OF WAY SHALL CONFORM TO THE FOLLOWING:

1. CONTRACTOR SHALL NOTIFY THE COUNTY PUBLIC WORKS DEPT. 24 HOURS IN ADVANCE OF STARTING PROPOSED WORK.

2. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH APPLICABLE FDOT STANDARD INDEXES.

3. ALL DISTURBED AREAS IN THE COUNTY RIGHT OF WAY NOT RESTORED AS PAVEMENT SHALL BE SODDED.

4. RPM'S SHALL BE INSTALLED IN ACCORDANCE WITH FDOT STANDARD INDEX 17352.

5. ALL PERMANENT STRIPING IN COUNTY R.O.W. SHALL BE THERMOPLASTIC.

WATER AND SEWER NOTES

1. ALL UTILITY CONSTRUCTION SHALL MEET THE UTILITY PROVIDER AND LOCAL GOVERNING BODY'S WATER AND

WASTEWATER UTILITY STANDARDS.

2. THE CONTRACTOR SHALL MAINTAIN EXISTING WATER MAINS IN SERVICE DURING CONSTRUCTION. IN THE EVENT INTERRUPTIONS TO SERVICE ARE REQUIRED DURING CONSTRUCTION, SUCH INSTANCES SHALL BE MINIMIZED.

3. ALL NEW OR RELOCATED WATER MAINS THAT SERVE FIRE HYDRANTS AND ALL FIRE HYDRANT LEADS SHALL BE NO SMALLER THAN SIX INCHES IN DIAMETER. AUXILIARY VALVES SHALL BE PROVIDED ON ALL HYDRANT LEADS.

4. SUFFICIENT VALVES SHALL BE PROVIDED IN NEW AND RELOCATED WATER MAINS SO THAT INCONVENIENCE AND SANITARY HAZARDS WILL BE MINIMIZED DURING REPAIRS. (VALVES SHALL BE PLACED IN NO MORE THAN 500-FOOT INTERVALS IN COMMERCIAL DISTRICTS AND AT NO MORE THAN ONE-BLOCK OR 800-FOOT INTERVALS IN OTHER DISTRICTS.)

5. IF THERE ARE ANY NEW OR RELOCATED WATER MAINS THAT CROSS UNDER ANY SURFACE WATER, A MINIMUM COVER OF TWO FEET SHALL BE PROVIDED OVER THE WATER MAIN PIPE AT EACH SURFACE WATER CROSSING, AND IF THE SURFACE WATER IS GREATER THAN 15 FEET IN WIDTH, THE FOLLOWING FEATURES SHALL BE PROVIDED: (A) FLEXIBLE WATER TIGHT JOINTS FOR THE WATER MAIN PIPE AT THE CROSSING, (B) EASILY ACCESSIBLE VALVES LOCATED IN A MANHOLE, AND (C) PERMANENT TAPS ON EACH SIDE OF THE VALVE WITHIN THE MANHOLE TO ALLOW FOR SAMPLING AND INSERTION OF A

SMALL METER TO DETERMINE LEAKAGE.

6. PROPER BACKFLOW-PREVENTION ASSEMBLIES/DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH RULE 62-555.360, F.A.C., AND THE AWWA'S MANUAL M/4, RECOMMENDED PRACTICE FOR BACKFLOW PREVENTION AND CROSS-CONNECTION

CONTROL.

7. THIS PROJECT SHALL NOT INCLUDE ANY INTERCONNECTION BETWEEN PREVIOUSLY SEPARATE PUBLIC WATER SYSTEMS THAT HAVE SEPARATE WATER SUPPLY SOURCES. (A SPECIFIC CONSTRUCTION PERMIT IS REQUIRED FOR SUCH AN

INTERCONNECTION.)

8. ALL NEW RELOCATED WATER LATERALS THAT CROSS ANY SANITARY SEWERS, STORM SEWERS, FORCE MAINS, OR

RECLAIMED WATER LINES SHALL CROSS ABOVE SUCH PIPELINES.

9. CONTRACTOR SHALL PROVIDE AN AS-BUILT SURVEY MEETING THE REQUIREMENTS OF CHAPTER 61G17 F.A.C. FOR THE POTABLE WATER MAIN EXTENSION AND THE SANITARY SEWER MAIN EXTENSIONS. INCLUDE HORIZONTAL AND VERTICAL DIMENSIONAL DATA SO THAT IMPROVEMENTS ARE LOCATED AND DELINEATED RELATIVE TO THE BOUNDARY. PROVIDE SUFFICIENT DETAILED DATA TO DETERMINE WHETHER THE IMPROVEMENTS WERE CONSTRUCTED IN ACCORDANCE WITH

THE PLANS. SUBMIT THE SURVEY TO THE ENGINEER IN DIGITAL AUTOCAD FORMAT.

10. COPPER TRACER WIRE SHALL BE PLACED ON ALL POTABLE WATER LINES AND WATER LATERALS. TRACER WIRE SHALL BE

CONTINUOUS WITH NO INTERRUPTIONS.

11. LOCATOR BALLS SHALL BE PROVIDED AT END OF ALL WATER AND SANITARY SEWER LATERALS. THE LOCATOR BALLS

SHALL BE SECURED TO THE LATERALS WITH A PLASTIC TIE STRAP.

12. WATER AND SANITARY SEWER LATERALS SHALL BE LEFT UNCOVERED UNTIL INSPECTED BY THE ENGINEER OR THE

ENGINEER'S INSPECTOR.

13. CONTRACTOR SHALL PROVIDE TEMPORARY STAKES (2" BY 2" WOODEN STAKES) AT THE END OF EACH LATERAL. EACH STAKE SHALL INDICATE EITHER WATER OR SANITARY SEWER LATERAL. CONTRACTOR SHALL MAINTAIN THE STAKES UNTIL AN AS-BUILT SURVEY OF WATER AND SANITARY SEWER MAINS AND LATERALS ARE COMPLETE AND APPROVED BY THE

ENGINEER.

14. MEGALUG MECHANICAL JOINT RESTRAINTS OR SERIES 1390 UNI-FLANGE BLOCK BUSTER RESTRAINT DEVICES SHALL BE USED WITH MANUFACTURER'S RECOMMENDATIONS. ALL RESTRAINED JOINTING MUST BE LEFT OPEN UNTIL VIEWED BY THE

CITY INSPECTOR.

15. FOR SANITARY SEWER PERFORM HYDROSTATIC TEST. ALLOWABLE LEAKAGE IS A MAXIMUM OF 50 GAL. PER INCH OF NOMINAL PIPE SIZE PER MILE OF PIPE, DURING A 24-HOUR PERIOD. OPTION: TEST DUCTILE-IRON PIPING ACCORDING TO AWWA C600, SECTION "HYDROSTATIC TESTING". USE TEST PRESSURE OF AT LEAST 10 PSI. FOR SANITARY SEWERAGE, PERFORM AIR TEST ACCORDING TO UNI-B-6.

16. FOR SANITARY SEWERAGE ALIGNMENT: EACH SECTION OF THE COMPLETED SEWER SYSTEM SHALL BE INSPECTED FOR PROPER ALIGNMENT. INSPECTION SHALL CONSIST OF "LAMPING" FROM MANHOLE TO MANHOLE. ANY SECTION OF THE SEWER SYSTEM, WHICH DOES NOT DISPLAY TRUE, CONCENTRIC ALIGNMENT, SHALL BE INSTALLED AT NO ADDITIONAL

EXPENSE TO THE OWNER.

17. CLEAN AND DISINFECT WATER DISTRIBUTION PIPING SYSTEMS AND PARTS OF EXISTING SYSTEMS THAT HAVE BEEN ALTERED, EXTENDED OR REPAIRED BEFORE USE. USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY AUTHORITIES HAVING JURISDICTION OR USE PROCEDURE PRESCRIBED BY AUTHORITIES HAVING JURISDICTION OR USE

PROCEDURE DESCRIBED IN AWWA C651.

18. PVC GRAVITY FLOW SEWER PIPE AND FITTINGS 15 INCH AND SMALLER IN DIAMETER SHALL BE SDR35 PIPE WITH BELL AND

SPIGOT GASKET JOINT THAT COMPLIES WITH THE REQUIREMENTS OF ASTM D3034.

19. ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND METERS INSTALLED UNDER THIS PROJECT SHALL CONFORM TO APPLICABLE AMERICAN WATER WORKS ASSOCIATION (AWWA)

STANDARDS.

20. ALL PUBLIC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILL BE INSTALLED UNDER THIS PROJECT AND THAT WILL COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF INTERNATIONAL STANDARD 61 AS ADOPTED IN RULE 62-555.335, F.A.C., OR OTHER APPLICABLE STANDARDS, REGULATIONS, OR REQUIREMENTS REFERENCED

IN PARAGRAPH 62- 555.320(3)(B), F.A.C.

21. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL CONTAIN NO MORE THAN 8.0% LEAD, AND ANY

SOLDER OR FLUX USED IN THIS PROJECT WILL CONTAIN NO MORE THAN 0.2% LED.

22. ALL WATER PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL BE COLOR CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPH 62-555.320(21)(B) 3, F.A.C., USING BLUE AS A PREDOMINANT COLOR. (UNDERGROUND PLASTIC PIPE SHALL BE SOLID-WALL BLUE PIPE, WILL HAVE A CO-EXTRUDED BLUE EXTERNAL SKIN, OR WILL BE WHITE OR BLACK PIPE WITH BLUE STRIPES INCORPORATED INTO, OR APPLIED TO, THE PIPE WALL; AND UNDERGROUND METAL OR CONCRETE PIPE SHALL HAVE BLUE STRIPES APPLIED TO THE PIPE WALL. PIPE STRIPED DURING MANUFACTURING OF THE PIPE SHALL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90-DEGREE INTERVALS AROUND THE PIPE, AND THAT WILL REMAIN INTACT DURING AND AFTER INSTALLATION OF THE PIPE. IF TAPE OR PAINT IS USED TO STRIPE PIPE DURING PIPE AND THAT IS LOCATED ALONG THE TOP OF THE PIPE; FOR PIPE WITH AN INTERNAL DIAMETER OF 24 INCHES OR GREATER, TAPE OR PAINT WILL BE APPLIED IN CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. ABOVEGROUND PIPE SHALL

BE PAINTED BLUE OR WILL BE COLOR-CODED OR MARKED LIKE UNDERGROUND PIPE.)

23. SUFFICIENT VALVES SHALL BE PROVIDED ON NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT SO THAT

INCONVENIENCE AND SANITARY HAZARDS WILL BE MINIMIZED DURING REPAIRS.

24. ALL FIRE HYDRANTS THAT WILL BE INSTALLED UNDER THIS PROJECT AND THAT WILL HAVE UNPLUGGED, UNDERGROUND DRAINS SHALL BE LOCATED AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., OR VACUUM-TYPE SANITARY SEWER; CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., OR VACUUM-TYPE SANITARY SEWER; OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-10, F.A.C.; AND AT LEAST TEN FEET FROM ANY EXISTING OR PROPOSED "ON-SITE SEWAGE TREATMENT AND

DISPOSAL SYSTEM."

25. NEW OR ALTERED CHAMBERS, PITS, OR MANHOLES THAT CONTAIN VALVES, BLOW-OFFS, METERS, OR OTHER SUCH WATER DISTRIBUTION SYSTEM APPURTENANCES AND THAT ARE INCLUDED IN THIS PROJECT WILL NOT BE CONNECTED DIRECTLY TO ANY SANITARY OR STORM SEWER, AND BLOW-OFFS OR AIR RELIEF VALVES INSTALLED UNDER THIS PROJECT SHALL

NOT BE CONNECTED DIRECTLY TO ANY SANITARY OR STORM SEWER.

26. NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE

AWWA STANDARDS OR IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDED PROCEDURES.

27. A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT; BACKFILL MATERIAL WILL BE TAMPED IN LAYERS AROUND UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE; AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS OR MANUFACTURERS' RECOMMENDED INSTALLATION PROCEDURES) FOUND IN TRENCHES WILL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE

BOTTOM OF UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT.

28. ALL WATER MAIN TEES, BENDS, PLUGS, AND HYDRANTS INSTALLED UNDER THIS PROJECT SHALL BE PROVIDED WITH

RESTRAINED JOINTS TO PREVENT MOVEMENT.

29. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL BE CONSTRUCTED OF ASBESTOS-CEMENT OR POLYVINYL CHLORIDE PIPE SHALL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C603 OR C605, RESPECTIVELY, AS INCORPORATED INTO RULE 62-555.330, F.A.C., AND ALL OTHER NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT SHALL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH

AWWA STANDARD C600 AS INCORPORATED INTO RULE 62-555.330.

30. NEW OR ALTERED WATER MAINS, INCLUDING FIRE HYDRANT LEADS AND INCLUDING SERVICE LINES THAT WILL BE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER, SHALL BE DISINFECTED AND BACTERIOLOGICALLY EVALUATED IN ACCORDANCE WITH RULE 62-555.340, F.A.C.

31. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL BE INSTALLED IN AREAS WHERE THERE ARE KNOWN AGGRESSIVE SOIL CONDITIONS SHALL BE PROTECTED THROUGH USE OF CORROSION-RESISTANT WATER MAIN MATERIALS, THROUGH ENCASEMENT OF THE WATER MAINS IN POLYETHYLENE, OR THROUGH PROVISION OF

CATHODIC PROTECTION.

32. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM-TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE

CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.

33. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT SHALL HAVE A HORIZONTAL DISTANCE OF AT LEAST SIX AND TEN FEET IS PREFERRED BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY-TYPE SANITARY SEWER, EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.

34. THE HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS MAY BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST TWELVE INCHES ABOVE THE TOP OF

THE SEWER.

35. A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY

EXISTING OR PROPOSED "ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM."

36. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM-TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE THE OTHER PIPELINE. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE THE OTHER PIPELINE.

37. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, SEPARATION DISTANCE SHALL NOT APPLY WHERE A WATER SERVICE PIPE CROSSES A SEWER PIPE, PROVIDED THE WATER SERVICE PIPE IS SLEEVED TO AT LEAST FIVE FEET HORIZONTALLY FROM THE SEWER PIPE CENTERLINE ON BOTH SIDES OF SUCH CROSSINGS PIPE MATERIAL LISTED IN FLORIDA BUILDING CODE

SECTION 603.2.

38. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ABOVE SURFACE WATER SHALL BE ADEQUATELY SUPPORTED AND ANCHORED, PROTECTED FROM DAMAGE AND FREEZING, AND ACCESSIBLE FOR

REPAIR OR REPLACEMENT.

39. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS UNDER SURFACE WATER COURSES GREATER THAN 15 FEET IN WIDTH SHALL HAVE FLEXIBLE OR RESTRAINED, WATERTIGHT PIPE JOINTS AND WILL INCLUDE VALVES AT BOTH ENDS OF THE WATER CROSSING SO THE UNDERWATER MAIN CAN BE ISOLATED FOR TESTING AND REPAIR; THE AFOREMENTIONED ISOLATION VALVES WILL BE EASILY ACCESSIBLE AND WILL NOT BE SUBJECT TO FLOODING; THE ISOLATION VALVE CLOSEST TO THE WATER SUPPLY SOURCE WILL BE IN A MANHOLE; AND PERMANENT TAPS WILL BE PROVIDED ON EACH SIDE OF THE ISOLATION VALVE WITHIN THE MANHOLE TO ALLOW FOR INSERTION OF A SMALL METER TO DETERMINE LEAKAGE FROM THE UNDERWATER MAIN AND TO ALLOW FOR SAMPLING OF WATER FROM

THE UNDERWATER MAIN.

40. AIR RELIEF VALVES SHALL BE INSTALLED AT HIGH POINTS IN THE FORCE MAIN AT ANY LOCATIONS HAVING 3' OR GREATER

ELEVATION CHANGE WITHIN 100 LF OF LINE.

GENERAL FDOT ACCESS/DRIVEWAY CONNECTION NOTES:

1. ALL WORK PERFORMED WITHIN THE DEPARTMENT'S RIGHT-OF-WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF

THE FOLLOWING PUBLICATIONS:

§ STANDARD PLANS

§ STANDARD SPECIFICATION

§ FDOT DESIGN MANUAL

§ FDOT FLEXIBLE PAVEMENT DESIGN MANUAL

§ FDOT UTILITY ACCOMMODATION MANUAL

(SHOULD A CONFLICT ARISE BETWEEN THE DETAILS SHOWN IN THE PLANS AND THE DEPARTMENT OF TRANSPORTATION STANDARDS THE ENGINEER/APPLICANT SHALL IMMEDIATELY CONFER WITH THE DEPARTMENT'S ENGINEER IN ORDER TO

RESOLVE THE DISCREPANCY)

2. ALL TRAFFIC STRIPING AND MARKINGS ARE TO BE LEAD-FREE, NON-SOLVENT BASED THERMOPLASTIC.

3. REMOVAL OF EXISTING STRIPING SHALL BE ACCOMPLISHED USING THE "HYDRO-BLAST" METHOD. IF THIS PROCESS DAMAGES/SCARS PAVEMENT, THEN THE PAVEMENT SHALL BE MILLED AND RESURFACED PER FDOT STANDARDS.

4. ALL DIRECTIONAL ARROWS SHALL BE PLACED AS ONE SEGMENT.

5. ALIGNMENT OF PROPOSED PAVEMENT MARKINGS SHALL MATCH EXISTING PAVEMENT MARKINGS AT PAVEMENTMARKING

LIMITS OF CONSTRUCTION.

6. ALL CURB AND GUTTER AND SIDEWALK WILL BE REMOVED AND REPLACED JOINT TO JOINT.

7. ALL BROKEN/CRACKED DRIVEWAYS MUST BE FULLY REMOVED AND REPLACED.

8. ALL DISTURBED AREA WITH THE DEPARTMENT'S RIGHT-OF-WAY WILL BE RESTORED TO ORIGINAL OR BETTER CONDITION BY GRADING AND SODDING THE AREA DISTURBED (BERMUDA IN RURAL, CENTIPEDE IN UTILITY STRIPS).

9. BURNING ANY MATERIAL OR DEBRIS IS PROHIBITED IN FDOT RIGHT-OF-WAY.

10. ALL LANES MUST BE OPENED FOR TRAFFIC DURING AN EVACUATION NOTICE OF A HURRICANE OR OTHER CATASTROPHIC

EVENT AND SHALL REMAIN OPEN FOR THE DURATION OF THE EVACUATION OR EVENT.

GENERAL FDOT DRAINAGE CONNECTION NOTES:

1. ALL WORK PERFORMED WITHIN THE DEPARTMENT'S RIGHT-OF-WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF

THE FOLLOWING PUBLICATIONS:

§ STANDARD PLANS

§ STANDARD SPECIFICATION

§ FDOT DESIGN MANUAL

§ FDOT FLEXIBLE PAVEMENT DESIGN MANUAL

§ FDOT UTILITY ACCOMMODATION MANUAL

(SHOULD A CONFLICT ARISE BETWEEN THE DETAILS SHOWN IN THE PLANS AND THE DEPARTMENT OF TRANSPORTATION STANDARDS THE ENGINEER/APPLICANT SHALL IMMEDIATELY CONFER WITH THE DEPARTMENT'S ENGINEER IN ORDER TO

RESOLVE THE DISCREPANCY)

2. A DRAINAGE CONNECTION PERMIT DOES NOT EXEMPT THE APPLICANT FROM MEETING ALL OTHER APLICABLE

REGULATIONS AND ORDINANCES GOVERNING STORMWATER MANAGEMENT.

3. ALL WORK DONE IN CONJUNCTION WITH THE DRAINAGE CONNECTION PERMIT SHALL MEET AND ADHERE TO ALL GENERAL

AND SPECIFIC CONDITIONS AND REQUIREMENTS CONTAINED ON THE PERMIT.

4. WITHIN 15 WORKING DAYS AFTER COMPLETION OF THE WORK AUTHORIZED BY AN APPROVED DRAINAGE CONNECTION PERMIT, THE APPLICANT SHALL NOTIFY THE DEPARTMENT IN WRITING OF THE COMPLETION; AND FOR ALL DESIGN WORK THAT ORIGINALLY REQUIRED CERTIFICATION BY A LICENSED PROFESSIONAL, THIS NOTIFICATION SHALL CONTAIN THE AS BUILT CERTIFICATION, PART 8 OF THE PERMIT. THE CERTIFICATION SHALL STATE THAT WORK HAS BEEN COMPLETED IN

SUBSTANTIAL COMPLIANCE WITH THE DRAINAGE CONNECTION PERMIT.

5. THE APPLICANT OR PROPERTY OWNER, WILL BE REQUIRED TO REIMBURSE THE DEPARTMENT FOR ANY FINES, PENALTIES AND COSTS, E.G., ABATEMENT COSTS, MITIGATION COSTS, REMEDIATION COSTS, ETC. INCURRED BY THE DEPARTMENT IN THE EVENT THE APPLICANT'S DISCHARGE FAILS TO MEET THE APPLICABLE WATER QUALITY STANDARDS OR MINIMUM DESIGN AND PERFORMANCE STANDARDS CONTRARY TO THE APPLICANT'S ASSURANCES PROVIDED IN ACCORDANCE WITH SUBSECTION 14-86.003(2), F.A.C. SPECIFIC AUTHORITY 334.044(2), AND 334.044(15) FS.

6. ALL CURB AND GUTTER AND SIDEWALK INVOLVED WITH CONSTRUCTION OF DRAINAGE CONNECTION WILL BE REMOVED

AND REPLACED FROM JOINT TO JOINT.

7. ALL DISTURBED AREA WITH THE DEPARTMENT RIGHT-OF-WAY WILL BE RESTORED TO ORIGINAL OR BETTER CONDITION BY GRADING AND SODDING THE AREA DISTURBED (BERMUDA IN RURAL, CENTIPEDE IN UTILITY STRIPS).

GENERAL FIRE PROTECTION NOTES:

1. FIRE PROTECTION FOR THE PURPOSE OF THESE PLANS IS ANY UNDERGROUND WATER LINE NOT OWNED AND MAINTAINED

BY A PUBLIC UTILITY AS WELL AS ANY PRIVATE FIRE SERVICE MAIN AND PIPE AND ITS APPURTENANCES ON PRIVATE PROPERTY (1) BETWEEN A SOURCE OF WATER AND THE BASE OF THE SYSTEM RISER FOR WATER-BASED FIRE PROTECTION SYSTEMS, (2) BETWEEN A SOURCE OF WATER AND INLETS TO FOAM-MAKING SYSTEMS, (3) BETWEEN A SOURCE OF WATER AND THE BASE ELBOW OF PRIVATE HYDRANTS OR MONITOR NOZZLES AND (4) USED AS FIRE PUMP SUCTION AND DISCHARGE PIPING, (5) BEGINNING AT THE INLET SIDE OF THE CHECK VALVE ON A GRAVITY OR PRESSURE TANK. THIS SHALL ALSO APPLY TO COMBINED SERVICE MAINS USED TO CARRY WATER FOR FIRE SERVICE AND OTHER

USES. I.E. DOMESTIC.

2. STANDARDS TO BE REFERENCED ARE TO BE THE MOST CURRENT AS ADOPTED BY THE FLORIDA FIRE PREVENTION CODE:

§ NFPA 24, INSTALLATION OF PRIVATE FIRE SERVICE MAINS & THEIR APPURTENANCES

§ NFPA 20, STANDARD FOR INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION

§ NFPA 22, STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION

§ NFPA 16, STANDARD ON DELUGE FOAM-WATER SPRINKLER & FOAM-WATER SPRAY SYSTEMS

§ NFPA 1963 STANDARD FOR FIRE HOSE CONNECTIONS

3. CONTRACTORS INSTALLING THE UNDERGROUND PIPING IN ACCORDANCE WITH THE ABOVE REFERENCE STANDARDS FOR A FIRE PROTECTION SYSTEM USING WATER AS THE EXTINGUISHING AGENT BEGINNING AT THE POINT AT WHICH THE PIPING IS USED EXCLUSIVELY FOR FIRE PROTECTION AND ENDING NO MORE THAN 1 FOOT ABOVE THE FLOOR SHALL BE REQUIRED TO HAVE A CLASS I, II, OR V FIRE PROTECTION CONTRACTORS LICENSE PURSUANT TO CHAPTER 633, FLORIDA STATUTES.

GENERAL CONTRACTORS ARE REMINDED THAT THEY ARE RESPONSIBLE FOR VERIFYING THAT THEIR SUBCONTRACTORS HOLD THE REQUIRED LICENSES. CONTRACTORS FOUND TO BE VIOLATING THIS REQUIREMENT MAY BE REPORTED TO THE DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION AND/OR THE STATE FIRE MARSHAL'S REGULATORY

LICENSING SECTION.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A PERMIT FROM THE FIRE MARSHAL'S OFFICE PRIOR TO THE

START OF SITE CONSTRUCTION IN ACCORDANCE WITH THE ABOVE REFERENCED STANDARDS.

5. NOTE: MINIMUM WORKING PRESSURE OF THE UNDERGROUND PIPING SHALL BE 150 PSI. NFPA 24 REQUIRES SPECIFIC PVC

PIPING TO MEET TABLE C-900 WITH MANUFACTURING LISTING FOR FIRE PROTECTION.

6. ALL FIRE LINES MUST BE INSPECTED BY THE FIRE MARSHAL'S OFFICE PRIOR TO BACKFILL. THE CODE REQUIRES ALL JOINTS EXPOSED FOR INSPECTION WITH FILL IN-BETWEEN JOINTS. ALL PIPING AND ATTACHED APPURTENANCES SUBJECTED TO SYSTEM WORKING PRESSURE SHALL BE HYDROSTATICALLY TESTED AT 200 PSI OR 50 PSI IN EXCESS OF THE SYSTEM WORKING PRESSURE, WHICHEVER IS GREATER, AND SHALL MAINTAIN THAT PRESSURE WITHOUT LOSS FOR 2

HOURS.

PR

EP

AR

ED

F O

R

D R

AW

IN

G B

Y:

D

ES

IG

N

B Y:

C H

EC

KE

D B

Y:

D

AT

E:

PR

O

JE

C

T

R

EV

IS

IO

N S

D

AT

E

D

ES

C R

IP

TI

O N

C A#

PE

M A

VE

R

IC

K

E N

G

IN

EE

R

IN

G

W

IL

LO

W W

IN

D

S

PA

R K

W A

Y

ST

. J O

H N

S, F

LO

R

ID

A

(9

) 6

-6

OF

S

TA

TE

O

F

N o.

PRO

FE

SS

IO

N A L

EN

GI

NE

ER

JER

EM

Y W

. C A

LL

OW

AY

FL

O

RI

'A

JE

R

EM

Y

W . C

AL

LO

W

AY

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

-X

X-

XX

X

XX

-X

X-

XX

X

XX

-X

X-

XX

X

XX

-X

X-

XX

X

XX

-X

X-

XX

X

XXXXX

XX

-X

X-

XX

XX

JW

C

JW

C

M S

C R

G A

R C

H

IT

EC

TS

PU

TN

A M

C O

U N

TY

, F

LO

R

ID

A

D U

N N

S C

R

EE

K B

O A

T R

A M

P G

EN

ER

A L

N O

TE

S

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

XXXXXXXXXXXXX

X X

E

E

E

E

E

CONC. PAD

CONC. PAD

CONC. PAD

CONC. PAD CONC. PAD

CONC. PAD

CONC. PAD

CONC. PAD

CONC. PAD

CONC. PAD

CONC. PAD

CONC. PAD

P

P

COVERED BOAT SLIPS

STUCTURE

2.

8'

2.0'

3.7'

1.4'

ROAD CHANGES FROM

ASPHALT TO GRAVEL BENCHMARK

SET NAIL & DISK PLASTC

ELEV: 6.33

(NAVD88)

PIPE: 12X18" RCP

INV: 3.40

PIPE: RCP"

INV: 3.67

PIPE: 24X36" RCP

INV: 3.06

BOLLARD "

BOLLARD "

BOLLARD "

BOLLARD "

FND 5/8PCW" IRON ROD

& CAP

FND 5/8PCPW" IRON ROD

& CAP

FND 5/8" IRON ROD

& CAP PCPW

FND 5/8" IRON ROD

& CAP PCPW

FND PCPW" IRON ROD

& CAP 5/8

FND PCPW" IRON ROD

& CAP 5/8

FND 1.5" PIPE

N73° 40' 25"E 107.65'

N89° 51' 29"E 475.50'

S0 ° 2

4'

9" E

8.

S62° 15' 02"W 554.60'

S27° 32' 18"E 38.91'

S62° 27' 39"W 126.04'

N27° 45' 39"W 62.49'

N 6°

7'

8"

E

.1

4'

R/W

EP

EP

PARCEL ID# 36-10-26-0000-0000-0002

PUTNAM COUNTY

0 MAGNOLIA TRAIL

ORB 1728, PG 293

CONTAINING 2.88 ACRES±

4' CHAIN LINK

4' CHAIN LINK

4' CHAIN LINK

4' CHAIN LINK

SEA WALL

ROOF

S 62° 15' 12" W

554.60 (D)

N

° 1 7'

7"

E

.1

(D

N 73°40' 35" E 107.65 (D)

N 89°51'37" E 475.51 (D)

S 0°

' 4

1" E

8.

(D

PA

R

C

EL

ID

O

R B

, P G

PA

R C

EL

ID

O R

B

, P

G

PA

R

C

EL

ID

O

R B

, P G

P.O.C.

SOUTHEAST CORNER OF

N 0°24'41" W, 624.80

ALONG EAST LINE OF GOV. LOT 6

S 62° 14' 08' W, 626.64

BASELINE OF SAID

FDOT SURVEY

SOUTHEASTERLY EXTENSION OF THE

SOUTHWESTERLY LINE OF A PARCELN 27° 45' 32" W 55.96 AND

S 62° 27' 49" W 126.04' (D

N 27° 45' 32" W 62.49(D)

S 27-32-11 E 38.91 (D)

R/W

R/W

R/W

R /W

R/W

POINT OF

BEGINNING

SUBJECT PROPERTY

4.7

4.5

4.2

3.7

3.6

3.4

3.2

5.8

5.35.45.3 4.5

4.33.73.43.6

2.8

3.39

3.42

3.48 3.48

3.61

3.89 4.11

4.36 4.61 4.79 5.03

6.14 6.31

6.82

5.3

4.2

6.56.2

4.2

3.8

3.8 6.5

6.4

6.646.105.535.295.205.024.904.66 4.424.113.95

3.79 3.80

3.75

3.57

66 67 6869

2.8

2.9

2.9

3.1

2.9

3.2

3.3

3.47

3.0

3.4

3.7

4.20

4.16

4.18

4.34

4.36

4.3

4.5

2.0

4.0

3.9

3.7

4.4

4.5

3.8

4.0

3.7

3.9

4.5

4.1

4.1

4.2

4.2

4.6

4.0

3.8

3.7

4.7

4.6

1.18

3.0

2.08

1.77

3.85 3.93

3.92

3.78

3.95 3.63

4.04 3.583.63

3.55 3.50

3.76

5.71 4.44

3.89

4.16

4.30

3.95

3.82

3.3

4.02

4.13

4.22

3.89

4.36

4.30

4.34

4.18

5.8

6.6

4.7

4.4 4.58

4.78

4.78 5.06

4.92

4.43

4.6

90 4.691

5.64

4.44

5.6

6.34 5.91

6.64

6.276.0

5.9

5.8

6.0

5.5

5.2

5.75.7

5.345.07

4.74 4.98 4.7

4.5

4.6

4.9

4.3

4.4

4.6101

4.5

4.6

5.5

2.4

4.0

1.6

4.4

2.1

3.2

6.5

4.4

2.8

2.9

4.6

5.5

3.3

3.6

6.4

6.1

6.5 6.8

7.1

4.2 3.6

2.5

2.6

2.01

1.69

0.94

1.36

3.93

4.37

4.42

4.043.54 3.362.59

2.82 2.56

2.52 2.623.27

3.633.984.30

3.92

3.192.60 2.03

2.11 2.273.01

3.75

2.942.29 2.20

1.90 2.712.26

2.84

2.50

2.452.522.5

3.1

1.77

0.80

1.58

0.79

1.61

0.54

1.96

0.93

1.89

0.72

2.36

2.17

2.52

0.85

1.53

0.62

2.56

1.00

26 2728

32 33

42 43 44

EXISTING TREE TO BE

REMOVED (TYP)

EXISTING POLES AND OVERHEAD

ELECTRIC TO BE REMOVED (TYP)

EXISTING CONCRETE PADS

TO BE REMOVED (TYP)

SILT FENCE (TYP)

CONSTRUCTION ENTRANCE

TREE PROTECTION

FENCE

EXISTING GRAVEL

ROAD TO BE

REMOVED

EXISTING METAL

ROOF AND SLIPS

TO BE REMOVED

PROJECT AREA

FLOATING TURBIDITY BARRIERS

TO BE PLACED FOR THE

DURATION OF CONSTRUCTION

±105 LF OF

EXISTING FENCE

TO BE REMOVED

±50 LF OF

EXISTING FENCE

TO BE REMOVED

PB-1

A-4

PB-2

B-1

A-3

PB-3

A-5

A-1

PB-4

A-2

BORING TABLE

BORING

NUMBER

A-1

A-2

A-3

A-4

A-5

B-1

PB-1

PB-2

PB-3

PB-4

EXISTING

GROUND

3.9±

6.3±

3.7±

4.4±

4.8±

3.9±

3.4±

4.6±

4.2±

4.8±

OBSERVED GROUND

WATER LEVEL

0.7±

2.3±

-0.6±

-0.5±

1.4±

0.0±

-0.4±

-0.1±

-0.4±

0.1±

SEASONAL HIGH

GROUND WATER LEVEL

3.4±

2.3±

2.7±

2.6±

4.3±

2.9±

2.4±

2.9±

2.6±

3.1±

EXISTING STRUCTURES

TO BE REMOVED

LEGEND

TYPE III SILT FENCE

HAY BALE SEDIMENT BARRIER

EXISTING EDGE OF PAVEMENT

EXISTING STORM PIPE

HATCH LEGEND

CONSTRUCTION ENTRANCE

EXISTING TO BE REMOVED

GENERAL NOTES:

1. EXISTING FEATURES SHOWN PER SURVEY PROVIDED BY FLINT

SURVEYING & MAPPING, INC. CONTRACTOR SHALL BE RESPONSIBLE FOR

FIELD VERIFYING EXISTING FEATURES PRIOR TO CONSTRUCTION

COMMENCEMENT AND NOTIFY ENGINEER OF RECORD IF DISCREPANCIES

ARE DISCOVERED.

2. CONTRACTOR SHALL ADHERE TO ALL PUTNAM COUNTY EROSION AND

SEDIMENTATION CONTROL MEASURES.

3. EXISTING FEATURES SHOWN SHALL REMAIN IN PLACE AND UNHARMED

UNLESS OTHERWISE DETAILED IN THESE PLANS.

4. ANY DAMAGED OR REMOVED SIGNAGE DURING CONSTRUCTION

ACTIVITIES SHALL BE REINSTALLED OR REPLACED

5. CONTRACTOR SHALL BE REQUIRED TO OBTAIN FDEP NOI PERMIT PRIOR

TO COMMENCING CONSTRUCTION.

PROJECT AREA

PROPERTY/ RIGHT OF WAY LINE

0 30' 60'

1"=30'

N

S

EW

EXISTING TREE TO REMAIN

EXISTING TREE TO BE REMOVED

TREE PROTECTION

PR

EP

AR

ED

F O

R

D R

AW

IN

G B

Y:

D

ES

IG

N

B Y:

C H

EC

KE

D B

Y:

D

AT

E:

PR

O

JE

C

T

R

EV

IS

IO

N S

D

AT

E

D

ES

C R

IP

TI

O N

C A#

PE

M A

VE

R

IC

K

E N

G

IN

EE

R

IN

G

W

IL

LO

W W

IN

D

S

PA

R K

W A

Y

ST

. J O

H N

S, F

LO

R

ID

A

(9

) 6

-6

OF

S

TA

TE

O

F

N o.

PRO

FE

SS

IO

N A L

EN

GI

NE

ER

JER

EM

Y W

. C A

LL

OW

AY

FL

O

RI

'A

JE

R

EM

Y

W . C

AL

LO

W

AY

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

-X

X-

XX

X

XX

-X

X-

XX

X

XX

-X

X-

XX

X

XX

-X

X-

XX

X

XX

-X

X-

XX

X

XXXXX

XX

-X

X-

XX

XX

JW

C

JW

C

M S

C R

G A

R C

H

IT

EC

TS

PU

TN

A M

C O

U N

TY

, F

LO

R

ID

A

D U

N N

S C

R

EE

K B

O A

T R

A M

P D

EM

O

LI

TI

O N

P

LA

N

TREE

NUMBER SPECIE TRUNK TREE DBH

(IN)

PROPOSED

ACTION

REMOVED

INCHES

PRESERVED

INCHES

1 MAPLE SINGLE 24 TO REMAIN - 24

2 MAPLE SINGLE 27 TO REMAIN - 27

3 MAPLE SINGLE 25 TO REMAIN - 25

4 MAPLE SINGLE 15 TO REMAIN - 15

5 MAPLE SINGLE 12 TO REMAIN - 12

6 MAPLE SINGLE 12 TO REMAIN - 12

7 MAPLE SINGLE 22 TO BE REMOVED 22 -

8 MAPLE SINGLE 22 TO BE REMOVED 22 -

9 WATER OAK SINGLE 15 TO BE REMOVED 15 -

10 MAPLE SINGLE 9 TO REMAIN - 9

11 WATER OAK SINGLE 11 TO REMAIN - 11

12 MAPLE SINGLE 10 TO REMAIN - 10

13 WATER OAK SINGLE 10 TO REMAIN - 10

14 MAPLE SINGLE 12 TO BE REMOVED 12 -

15 MAPLE SINGLE 23 TO REMAIN - 23

16 MAPLE SINGLE 10 TO REMAIN - 10

17 MAPLE SINGLE 25 TO BE REMOVED 25 -

18 MAPLE SINGLE 24 TO REMAIN - 24

19 MAPLE SINGLE 16 TO BE REMOVED 16 -

20 MAPLE SINGLE 12 TO BE REMOVED 12 -

21 WATER OAK SINGLE 14 TO BE REMOVED 14 -

22 CYPRESS SINGLE 24 TO REMAIN - 24

23 CYPRESS SINGLE 18 TO REMAIN - 18

24 MAPLE SINGLE 17 TO REMAIN - 17

25 CYPRESS SINGLE 20 TO REMAIN - 20

26 MAPLE SINGLE 16 TO REMAIN - 16

27 MAPLE SINGLE 16 TO REMAIN - 16

28 MAPLE SINGLE 12 TO REMAIN - 12

29 CYPRESS SINGLE 14 TO REMAIN - 14

30 MAPLE SINGLE 14 TO REMAIN - 14

31 MAPLE SINGLE 27 TO REMAIN - 27

32 MAPLE SINGLE 12 TO REMAIN - 12

33 MAPLE SINGLE 10 TO REMAIN - 10

34 MAPLE SINGLE 11 TO REMAIN - 11

35 MAPLE SINGLE 27 TO BE REMOVED 27 -

36 MAPLE SINGLE 17 TO BE REMOVED 17 -

37 MAPLE SINGLE 17 TO BE REMOVED 17 -

38 MAPLE SINGLE 25 TO BE REMOVED 25 -

39 ELM SINGLE 16 TO BE REMOVED 16 -

40 MAPLE SINGLE 10 TO BE REMOVED 10 -

41 WATEROAK SINGLE 14 TO REMAIN - 14

42 WATER OAK SINGLE 16 TO BE REMOVED 16 -

43 MAGNOLIA DOUBLE 8 TO BE REMOVED 8 -

44 WATER OAK SINGLE 14 TO BE REMOVED 14 -

45 MAGNOLIA SINGLE 8 TO BE REMOVED 8 -

46 WATER OAK TRIPLE 12 TO REMAIN - 12

47 WATER OAK SINGLE 20 TO BE REMOVED 20 -

48 MAPLE SINGLE 22 TO REMAIN - 22

49 MAPLE DOUBLE 14 TO REMAIN - 14

50 MAPLE CLUSTER 15 TO BE REMOVED 15 -

51 MAPLE SINGLE 24 TO BE REMOVED 24 -

52 MAPLE SINGLE 15 TO BE REMOVED 15 -

TREE

NUMBER SPECIE TRUNK TREE DBH

(IN)

PROPOSED

ACTION

REMOVED

INCHES

PRESERVED

INCHES

53 ELM SINGLE 24 TO BE REMOVED 24 -

54 OAK SINGLE 19 TO REMAIN - 19

55 PINE SINGLE 24 TO REMAIN - 24

56 PINE SINGLE 26 TO BE REMOVED E -

57 PALM SINGLE 20 TO BE REMOVED E -

58 PINE SINGLE 12 TO REMAIN - 12

59 PALM SINGLE 20 TO REMAIN - 6

60 PINE SINGLE 22 TO BE REMOVED E -

61 OAK SINGLE 10 TO BE REMOVED 10 -

62 PINE SINGLE 23 TO REMAIN - 23

63 PINE SINGLE 18 TO BE REMOVED E -

64 OAK SINGLE 15 TO REMAIN - 15

65 PINE SINGLE 20 TO REMAIN - 20

66 PINE SINGLE 22 TO REMAIN - 22

67 PINE SINGLE 18 TO REMAIN - 18

68 OAK SINGLE 10 TO REMAIN - 10

69 OAK SINGLE 10 TO REMAIN - 10

70 PINE SINGLE 24 TO REMAIN - 24

71 PINE SINGLE 24 TO BE REMOVED E -

72 OAK SINGLE 12 TO REMAIN - 12

73 PALM SINGLE 20 TO BE REMOVED E -

74 OAK SINGLE 18 TO BE REMOVED 18 -

75 OAK SINGLE 11 TO BE REMOVED 11 -

76 PALM SINGLE 18 TO BE REMOVED E -

77 PINE SINGLE 24 TO BE REMOVED E -

78 PINE SINGLE 20 TO BE REMOVED E -

79 PINE SINGLE 14 TO BE REMOVED E -

80 PINE SINGLE 15 TO BE REMOVED E -

81 PINE SINGLE 19 TO BE REMOVED E -

82 OAK SINGLE 11 TO REMAIN - 11

83 PALM SINGLE 18 TO BE REMOVED E -

84 PALM SINGLE 20 TO BE REMOVED E -

85 PALM SINGLE 20 TO BE REMOVED E -

86 PALM SINGLE 20 TO BE REMOVED E -

87 PALM SINGLE 20 TO BE REMOVED E -

88 PINE SINGLE 23 TO BE REMOVED E -

89 OAK SINGLE 10 TO REMAIN - 10

90 OAK SINGLE 16 TO REMAIN - 16

91 PINE SINGLE 28 TO REMAIN - 28

92 PINE SINGLE 15 TO BE REMOVED E -

93 PINE SINGLE 16 TO BE REMOVED E -

94 PINE SINGLE 10 TO BE REMOVED E -

95 PINE SINGLE 17 TO BE REMOVED E -

96 PINE SINGLE 11 TO BE REMOVED E -

97 PALM SINGLE 18 TO BE REMOVED E -

98 PINE SINGLE 8 TO BE REMOVED E -

99 OAK SINGLE 12 TO REMAIN - 12

100 PINE SINGLE 24 TO BE REMOVED E -

101 PINE SINGLE 30 TO BE REMOVED E -

102 WATER OAK SINGLE 20 TO BE REMOVED 20 -

TOTALS 394 616

FLOATING TURBIDITY BARRIERS

BORING LOCATION

AutoCAD SHX Text

GV

AutoCAD SHX Text

GV

AutoCAD SHX Text

GV

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text

GV

AutoCAD SHX Text

(60' RIGHT-OF-WAY, DIRT)

AutoCAD SHX Text

MAGNOLIA TRAIL

AutoCAD SHX Text

(PRIVATE RIGHT-OF-WAY, DIRT)

AutoCAD SHX Text

SAILBOAT LANE

AutoCAD SHX Text

(PAVED 4 LANE R/W WIDTH VARIES)

AutoCAD SHX Text

STATE ROAD NO. 15 (U.S. 17)

AutoCAD SHX Text

PER F.D.O.T. MAP SECTION 76010, F.P. NO. 2100285

AutoCAD SHX Text

O.R.B. 609 PG 1760 609 PG 1760 O.R.B. 227 PG 724227 PG 724

AutoCAD SHX Text

PAYNE ROAD (D)

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

P

P

2.

8'

3.7'

1.4'

ROAD CHANGES FROM

ASPHALT TO GRAVEL BENCHMARK

SET NAIL & DISK PLASTC

ELEV: 6.33

(NAVD88)

BOLLARD "

FND 5/8PCW" IRON ROD

& CAP

FND 5/8PCPW" IRON ROD

& CAP

FND 5/8" IRON ROD

& CAP PCPW

FND 5/8" IRON ROD

& CAP PCPW

FND PCPW" IRON ROD

& CAP 5/8

FND PCPW" IRON ROD

& CAP 5/8

FND 1.5" PIPE

N73° 40' 25"E 107.65'

N89° 51' 29"E 475.50'

S0 ° 2

4'

9" E

8.

S62° 15' 02"W 554.60'

S27° 32' 18"E 38.91'

S62° 27' 39"W 126.04'

N27° 45' 39"W 62.49'

N 6°

7'

8"

E

.1

4'

R/W

EP

EP

PARCEL ID# 36-10-26-0000-0000-0002

PUTNAM COUNTY

0 MAGNOLIA TRAIL

ORB 1728, PG 293

CONTAINING 2.88 ACRES±

4' CHAIN LINK

4' CHAIN LINK

4' CHAIN LINK

S 62° 15' 12" W

554.60 (D)

N

° 1 7'

7"

E

.1

(D

N 73°40' 35" E 107.65 (D)

N 89°51'37" E 475.51 (D)

S 0°

' 4

1" E

8.

(D

PA

R

C

EL

ID

O

R B

, P G

PA

R C

EL

ID

O R

B

, P

G

PA

R

C

EL

ID

O

R B

, P G

P.O.C.

SOUTHEAST CORNER OF

GOVERNMENT LOT 6

SEC 36, T 10 S, R 26 E

N 0°24'41" W, 624.80

ALONG EAST LINE OF GOV. LOT 6

S 62° 14' 08' W, 626.64

BASELINE OF SAID

FDOT SURVEY

SOUTHEASTERLY EXTENSION OF THE

SOUTHWESTERLY LINE OF A PARCEL

DESCRIBED IN O.R.B. 221, PAGE 159

N 27° 45' 32" W 55.96 AND

N 27° 45' 32" W 75.83 TO THE NORTHERLY

RIGHT OF WAY LINE

S 62° 27' 49" W 126.04' (D

N 27° 45' 32" W 62.49(D)

S 27-32-11 E 38.91 (D)

R/W

R/W

R/W

R /W

R/W

POINT OF

BEGINNING

SUBJECT PROPERTY

66 67 6869

18 22

26 2728

32 33

APPROX LOCATION OF

EXISTING WELL

SEPTIC

SYSTEM

25' SETBACK

PROPOSED

RESTROOMS

20' 30'

PROPOSED FLOATING DOCK

(DESIGNED BY OTHERS)

LANDSCAPE

ISLAND

W/BIOFILTRATION

LANDSCAPE

ISLAND

W/BIOFILTRATION

20' 20'

PROPOSED

DOUBLE RAMP

65'

LANDSCAPE

ISLAND

W/BIOFILTRATION

6' SIDEWALK

6'

24'

36'

24'

20'

60'

23' 9'

40'

40' 24'

40'

24'

10' SETBACK

10'

SETBACK

10' SETBACK/

10/A LANDSCAPE

BUFFER

5'12'

R25' R35'R30'R30'

R25'

R5' R25'

R100'

R75'

R15'

R30'

R10' R90'

R5'

R5'

ZONE AE (EL 5)

PROPOSED SEPTIC SYSTEM

(DESIGNED BY OTHERS)

LANDSCAPE

ISLAND

W/BIOFILTRATION

16'X4' ALUMINUM

GANGWAY

PROPOSED DOCK

(DESIGNED BY OTHERS)

6'

7'

7'

16'X4' ALUMINUM

GANGWAY

PROPOSED DOCK

(DESIGNED BY OTHERS)

PROPOSED FLOATING DOCK

(DESIGNED BY OTHERS)

32'

10'

DRY HYDRANT

(SEE DETAIL)

FISH CLEANING STATION

PROPOSED

DUMPSTER

R105'

10'/A LANDSCAPE BUFFER

TIMBER EDGE AROUND

GRAVEL AREA (TYP)

TIMBER EDGE AROUND

GRAVEL AREA (TYP)

PROPOSED LEGEND

LANDSCAPE BUFFER

6" HEADER CURB

EDGE OF PAVEMENT

BUILDING SETBACK

X X X X SITE FENCING

EXISTING LEGEND

PROPERTY / RIGHT OF WAY

EXISTING EDGE OF PAVEMENT

PROPERTY BOUNDARY

0 30' 60'

1"=30'

N

S

EW

PROJECT AREA

PR

EP

AR

ED

F O

R

D R

AW

IN

G B

Y:

D

ES

IG

N

B Y:

C H

EC

KE

D B

Y:

D

AT

E:

PR

O

JE

C

T

R

EV

IS

IO

N S

D

AT

E

D

ES

C R

IP

TI

O N

C A#

PE

M A

VE

R

IC

K

E N

G

IN

EE

R

IN

G

W

IL

LO

W W

IN

D

S

PA

R K

W A

Y

ST

. J O

H N

S, F

LO

R

ID

A

(9

) 6

-6

OF

S

TA

TE

O

F

N o.

PRO

FE

SS

IO

N A L

EN

GI

NE

ER

JER

EM

Y W

. C A

LL

OW

AY

FL

O

RI

DA

JE

R

EM

Y

W . C

AL

LO

W

AY

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

-X

X-

XX

X

XX

-X

X-

XX

X

XX

-X

X-

XX

X

XX

-X

X-

XX

X

XX

-X

X-

XX

X

XXXXX

XX

-X

X-

XX

XX

JW

C

JW

C

M S

C R

G A

R C

H

IT

EC

TS

PU

TN

A M

C O

U N

TY

, F

LO

R

ID

A

D U

N N

S C

R

EE

K B

O A

T R

A M

P

SI

TE

P

LA

N

HATCH LEGEND

GRAVEL

CONCRETE

BUILDING

PAVEMENT

OPEN AREA

DOCK

FLOATING DOCK

GANGWAY

SITE DATA TABLE

TOTAL PROJECT AREA 125,452 SF 2.88 AC

SWMF AREA 0 SF 0.00 AC

PROPOSED BUILDING 600 SF

PROPOSED CONCRETE PAVEMENT 4,253 SF

PROPOSED GRAVEL 74,964 SF

TOTAL IMPERVIOUS AREA 79,817 SF

TOTAL PERVIOUS AREA 45,635 SF

TOTAL IMPERVIOUS % 63.62 %

TOTAL PERVIOUS % 36.38 %

OPEN SPACE 45,635 SF

ZONING R-2

SETBACKS (F/S/R) 25'/10'/10'

PARCEL NUMBER(S) 36-10-26-0000-0000-0002

911 ADDRESS TBD

FEMA PANEL NUMBER 12107C0328C

FLOOD ZONE AE/X

PARKING CALCULATIONS

BOAT PARKING SPACES

TOTAL = 40 SPACES

REGULAR SPACES

PROVIDED = 9 SPACES

ADA PROVIDED = 1 SPACE

AutoCAD SHX Text

GV

AutoCAD SHX Text

(60' RIGHT-OF-WAY, DIRT)

AutoCAD SHX Text

MAGNOLIA TRAIL

AutoCAD SHX Text

(PRIVATE RIGHT-OF-WAY, DIRT)

AutoCAD SHX Text

SAILBOAT LANE

AutoCAD SHX Text

(PAVED 4 LANE R/W WIDTH VARIES)

AutoCAD SHX Text

STATE ROAD NO. 15 (U.S. 17)

AutoCAD SHX Text

PER F.D.O.T. MAP SECTION 76010, F.P. NO. 2100285

AutoCAD SHX Text

O.R.B. 609 PG 1760 609 PG 1760 O.R.B. 227 PG 724227 PG 724

AutoCAD SHX Text

PAYNE ROAD (D)

AutoCAD SHX Text D

AutoCAD SHX Text Y

H

APPROX LOCATION OF

EXISTING WELL

SEPTIC

SYSTEM

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

E

E

E

E

E

P

P

2.

8'

3.7'

1.4'

ROAD CHANGES FROM

ASPHALT TO GRAVEL BENCHMARK

SET NAIL & DISK PLASTC

ELEV: 6.33

(NAVD88)

PIPE: 12X18" RCP

INV: 3.40

PIPE: RCP"

INV: 3.67

PIPE: 24X36" RCP

INV: 3.06

BOLLARD "

BOLLARD "

BOLLARD "

BOLLARD "

FND 5/8PCW" IRON ROD

& CAP

FND 5/8PCPW" IRON ROD

& CAP

FND 5/8" IRON ROD

& CAP PCPW

FND 5/8" IRON ROD

& CAP PCPW

FND PCPW" IRON ROD

& CAP 5/8

FND PCPW" IRON ROD

& CAP 5/8

FND 1.5" PIPE

N73° 40' 25"E 107.65'

N89° 51' 29"E 475.50'

S0 ° 2

4'

9" E

8.

S62° 15' 02"W 554.60'

S27° 32' 18"E 38.91'

S62° 27' 39"W 126.04'

N27° 45' 39"W 62.49'

N 6°

7'

8"

E

.1

4'

R/W

EP

EP

4' CHAIN LINK

4' CHAIN LINK

4' CHAIN LINK

S 62° 15' 12" W

554.60 (D)

N

° 1 7'

7"

E

.1

(D

N 73°40' 35" E 107.65 (D)

N 89°51'37" E 475.51 (D)

S 0°

' 4

1" E

8.

(D

PA

R

C

EL

ID

O

R B

, P G

PA

R C

EL

ID

O R

B

, P

G

PA

R

C

EL

ID

O

R B

, P G

P.O.C.

SOUTHEAST CORNER OF

GOVERNMENT LOT 6

SEC 36, T 10 S, R 26 E

N 0°24'41" W, 624.80

ALONG EAST LINE OF GOV. LOT 6

S 62° 14' 08' W, 626.64

BASELINE OF SAID

FDOT SURVEY

SOUTHEASTERLY EXTENSION OF THE

SOUTHWESTERLY LINE OF A PARCEL

DESCRIBED IN O.R.B. 221, PAGE 159

N 27° 45' 32" W 55.96 AND

N 27° 45' 32" W 75.83 TO THE NORTHERLY

RIGHT OF WAY LINE

S 62° 27' 49" W 126.04' (D

N 27° 45' 32" W 62.49(D)

S 27-32-11 E 38.91 (D)

R/W

R/W

R/W

R /W

R/W

4.7

4.5

4.2

3.7

3.6

3.4

3.2

5.8

5.35.45.3 4.5

4.33.73.43.6

2.8

3.39

3.42

3.48 3.48

3.61

3.89 4.11

4.36 4.61 4.79 5.03

6.14 6.31

6.82

5.3

4.2

6.56.2

4.2

3.8

3.8 6.5

6.4

6.646.105.535.295.205.024.904.664.424.113.95 3.79

3.80

3.75

3.57

66 67

2.8

2.9

2.9

3.1

2.9

3.2

3.3

3.47

3.0

3.4

3.7

4.20

4.16

4.18

4.34

4.36

4.3

4.5

2.0

4.0

3.9

3.7

4.4

4.5

3.8

4.0

3.7

3.9

4.5

4.1

4.1

4.2

4.2

4.6

4.0

3.8

3.7

4.7

4.6

1.18

3.0

2.08

1.77

3.85 3.93

3.92

3.78

3.95 3.63

4.04 3.583.63

3.55 3.50

3.76

5.71 4.44

3.89

4.16

4.30

3.95

3.82

3.3

4.02

4.13

4.22

3.89

4.36

4.30

4.34

4.18

5.8

6.6

4.7

4.4 4.58

4.78

4.78 5.06

4.92

4.43

4.6

90 4.691

5.64

4.44

5.6

6.34 5.91

6.64

6.276.0

5.9

5.8

6.0

5.5

5.2

5.75.7

5.345.07

4.74 4.98 4.7

4.5

4.6

4.9

4.3

4.4

4.6

4.5

4.6

5.5

2.4

4.0

1.6

4.4

2.1

3.2

6.5

4.4

2.8

2.9

4.6

5.5

3.3

3.6

6.4

6.1

6.5 6.8

7.1

4.2 3.6

2.5

2.6

2.01

1.69

0.94

1.36

3.93

4.37

4.42

4.043.54 3.362.59

2.82 2.56

2.52 2.623.27

3.633.984.30

3.92

3.192.60 2.03

2.11 2.273.01

3.75

2.942.29 2.20

1.90 2.712.26

2.84

2.50

2.452.522.5

3.1

1.77

0.80

1.58

0.79

1.61

0.54

1.96

0.93

1.89

0.72

2.36

2.17

2.52

0.85

1.53

0.62

2.56

1.00

18 22

26 2728

32 33

4 5

1+62

EL:???

0+00

EL:5.33

1+00

EL:-1.52

0+50 1+50

RAMP PROFILE

STA: 0+00.00 TO STA: 1+62.08

-5'

0'

5'

10'

0+00

5.

4.

3.

1+00

-1 .5

-2 .3

1+62

EXISTING GROUND

MEAN HIGH WATER

LEVEL ELEV: 2.00'

MEAN LOW WATER

LEVEL ELEV: 0.00'

ELV: 0.00

AREA TO BE

DREDGED

ELV: 2.00

-2

-2

-1

-1

ELV: 5.46

10'

-11.8%

0.3%

0.4%

L:20.00 R:163.16

K:1.63

HP ST:0+31.43

HP ELV:5.46

PVI STA:0+40.75

PVI ELEV:5.50

VC

S

T:

0+

.7

VC

E L:

5.

VC

S

T:

0+

.7

VC

E L:

4.

65' BOAT RAMP

ELV: 5.50

-1

-2

LANDSCAPE ISLAND

W/BIOFILTRATION

LANDSCAPE

ISLAND

W/BIOFILTRATION

LANDSCAPE ISLAND

W/BIOFILTRATION

LANDSCAPE ISLAND

W/BIOFILTRATION

CONNECT TO EXISTING

CONNECT TO EXISTING

4.70

5.15

5.26

5.73 5.30

5.00

5.00

6.00

6.12 6.40

5.12±

6.20±

3.46±

3.43±

5.07

5.11

5.17

5.22

5.50

6.05

5.91

5.84

5.74

5.70

5.60

5.42

4.90

5.30

5.63 5.24

5.00

5.10

5.38

5.325.11

5.405.23

5.00

5.54

5.00

5.00 5.00

5.00

5.195.495.15

4.79

4.87

5.07

5.11 5.34 5.52

5.53 5.37

5.41

5.40

5.19 5.265.25

5.145.02

5.50 5.50

5.25

5.31

HP: 5.27

HP: 6.24

TC: 5.50

TC: 5.50

TC: -2.20

TC: -2.20

5.40

5.37 5.36

15' WIDE POP OFFS

IN THE TIMBER EDGE

15'

4.90

4.90

4.90

15' WIDE POP OFFS

IN THE TIMBER EDGE 15'

TW: 5.50

BOTTOM: -2.00

TW: 5.50

BOTTOM: -2.00

TW: 5.50

BOTTOM: 3.00

RAMP PROFILE

STA: 0+00.00 TO STA: 1+62.08

-5'

0'

5'

10'

-5'

0'

5'

10'

0+00 5.

4.

3.

1+00

-1 .5

-2 .3

1+62

EXISTING GROUND

MEAN HIGH WATER

LEVEL ELEV: 2.00'

MEAN LOW WATER

LEVEL ELEV: 0.00'

ELV: 0.00

AREA TO BE

DREDGED

ELV: 2.00

ELV: 5.46

10'

-11.8%

0.3%

0.4%

L:20.00 R:163.16

K:1.63

HP ST:0+31.43

HP ELV:5.46

PVI STA:0+40.75

PVI ELEV:5.50

VC

S

T:

0+

.7

VC

E L:

5.

VC

S

T:

0+

.7

VC

E L:

4.

65' BOAT RAMP

ELV: 5.50

FN

D

.5

" P

IP

E

S2 7°

2'

8"

E

8.

S6 2°

7'

"W

.0 4'

N27° 45' 39"W 62.49'N6° 17' 28"E 315.14'

N 6° 17' 37" E 315.14 (D)

ORB 1203, PG 1028

S

° 2 7'

W

.0

4' (D

N 27° 45' 32" W 62.49(D)

S

-3 2-

E

8.

(D

R/ W

2.8

3.0

3.4

3.7

4.20 4.16

4.18

2.0

4.0

3.9

1.18

3.82

4.02

4.13

4.22

3.89

1.69

3.93

3.92 3.192.60

2.03

2.112.273.01 3.75

2.942.29 2.20

1.902.712.26 2.84

2.50 2.45 2.52 2.5

3.1

1.77

0.80

1.58

0.79

1.61

0.54

1.96

0.93

1.89

0.72

2.36

2.17

2.52

0.85

1.53

1+62

EL:???

0+00

EL:5.33

1+00

EL:-1.52

0+50 1+50

4 1

-2

-2

-1

-1

5 23 -10

-2

5.50

5.63

5.24 5.00

5.40

5.50

5.50

TC: 5.50

TC: 5.50

TC: -2.20

TC: -2.204.90

4.90

' W

ID

E

PO

P

O

FF

S

IN

T H

E

TI

M

BE

R E

D G

E

TW: 5.50

BOTTOM: -2.00

TW: 5.50

BOTTOM: 3.00

0 30' 60'

1"=30'

LEGEND

TYPE III SILT FENCE

HAY BALE SEDIMENT BARRIER

EXISTING DRAINAGE EASEMENT

EXISTING EDGE OF PAVEMENT

EXISTING STORM PIPE

PROPERTY/ RIGHT OF WAY LINE

LANDSCAPE BUFFER

6" HEADER CURB

EDGE OF PAVEMENT

BUILDING SETBACK

X X X X SITE FENCING

SPOT SHOT ELEVATION KEY

NOTE: UNLESS OTHERWISE NOTED, ALL OTHER SPOT SHOTS SIGNIFY

FINISHED GRADE

BC - BACK OF CURB

EP - EDGE OF PAVEMENT

FG - FINISHED GRADE

HP - HIGH POINT

NG - NATURAL GRADE

TC - TOP OF CONCRETE

TW - TOP OF WALL

BW - BOTTOM OF WALL

4 4

SECTION VIEWS (SEE THIS SHEET)

N

S

EW

CROSS SECTIONS

STORM PIPE

HATCH LEGEND

CONCRETE

BUILDING

PAVEMENT

PROJECT AREA

PR

EP

AR

ED

F O

R

D R

AW

IN

G B

Y:

D

ES

IG

N

B Y:

C H

EC

KE

D B

Y:

D

AT

E:

PR

O

JE

C

T

R

EV

IS

IO

N S

D

AT

E

D

ES

C R

IP

TI

O N

C A#

PE

M A

VE

R

IC