7-0.2 Site Building Plans.pdf

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C-1

JOB NUMBER:

L230926SUW

EOR:

ROBIN G. SMITH

P.E. NO.:

77842

UWANNEE

COUNTY

SUWANNEE COUNTY FAIRGROUNDS

SUWANNEE COUNTY, FLORIDA

SUWANNEE COUNTY BOCC

224 PINE AVE. SW

LIVE OAK, FL 32064

386-362-3004

PLANS PREPARED FOR:

REVISIONS

SHEET

NO.

DATE DESCRIPTION

PROFESSIONAL SE

RV

IC

ES

NO

RT

H FLORIDA P.O. BOX 3823 2551 BLAIRSTONE PINES DR.

LAKE CITY, FL 32056 TALLAHASSEE, FL 32301

PH. 386-752-4675 WWW.NFPS.NET

LIC NO. LB8356 CA# 29011

NORTH FLORIDA PROFESSIONAL SERVICES, INC.

COVER SHEET

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11/2025

ISSUED FOR BID PURPOSES ONLY

NOT FOR CONSTRUCTION

PROJECT LOCATION

SHEET INDEX

CIVIL PLANS

SITE COVER C-1

SIGNATURE SHEET C-2

GENERAL NOTES & SITE DATA TABLE C-3

OVERALL SITE PLAN C-4

GRADING PLAN C-5

STORMWATER PLAN C-6

SWMF PLAN C-7

SWMF DETAILS C-8

EROSION CONTROL NOTES & DETAILS C-9

EROSION CONTROL PLAN C-10

WATER & SEWER NOTES C-11

SEWER PLAN C-12

WATER PLAN C-13

UTILITIES DETAILS C-14-C-16

MISC. DETAILS C-17

ARCHITECTURAL PLANS

LIFE SAFETY PLAN LS1.1

BASE BID AND ALTERNATES PLAN A1.0

FLOOR PLAN A1.1-A1.2

ENLARGED PLANS & DETAILS A2.1

REFLECTED CEILING PLAN A3.1-A3.2

BUILDING ELEVATIONS A4.1-A4.2

BUILDING SECTIONS A5.1-A5.2

WALL SECTIONS A6.1

ROOF PLAN AND DETAILS A7.1

DOOR SCHEDULE & DETAILS A9.1

MISC. DETAILS A10.1

STRUCTURAL PLANS

STRUCTURAL GENERAL NOTES S0.1

FOUNDATION PLAN S1.0

MEZZANINE FRAMING PLAN S1.1

STRUCTURAL SECTIONS AND DETAILS S2.0-S4.0

MECHANICAL PLANS

MECHANICAL NOTES & LEGENDS M0.1-M0.2

HVAC FLOOR PLAN SHOW BARN M1.1

HVAC FLOOR PLAN LIVESTOCK BARN M1.2

HVAC DETAILS M5.1-M5.2

HVAC SCHEDULES M6.1

ELECTRICAL PLANS

ELECTRICAL NOTES & LEGENDS E0.1

ELECTRICAL SYMBOLS E0.2

ELECTRICAL POWER FLOOR PLAN E1.1

ELECTRICAL LIGHTING FLOOR PLAN E1.2

ELECTRICAL LIGHTING

PHOTOMETRICS

E1.3

ELECTRICAL FIRE ALARM FLOOR PLAN E1.4

POWER & TELECOM DETAILS E5.1

LIGHTING & FIRE ALARM DETAILS E5.2

ELECTRICAL SCHEDULES E6.1-E6.3

ELECTRICAL POWER ONE-LINE E7.1

ELECTRICAL GROUNDING ONE-LINE E7.2

PLUMBING PLANS

PLUMBING NOTES & LEGEND P0.1

SANITARY FLOOR PLAN SHOW BARN P1.1

PRESSURE FLOOR PLAN SHOW BARN P1.2

PRESSURE FLOOR PLAN LIVESTOCK

BARN

P1.3

PLUMBING DETAILS P5.1-P5.2

PLUMBING SCHEDULES P6.1

SANITARY RISER DIAGRAM P9.1

PRESSURE RISER DIAGRAM P9.2

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SIGNATURE SHEET

SUWANNEE COUNTY FAIRGROUNDS

SUWANNEE COUNTY, FLORIDA

EOR:

ROBIN G. SMITH

P.E. NO.:

77842

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

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

REVISIONS

SHEET

NO.

DATE DESCRIPTION

PROFESSIONAL SERVIC

ES

NO

RTH FLORIDA P.O. BOX 3823 2551 BLAIRSTONE PINES DR.

LAKE CITY, FL 32056 TALLAHASSEE, FL 32301

PH. 386-752-4675 WWW.NFPS.NET

LIC NO. LB8356 CA# 29011

NORTH FLORIDA PROFESSIONAL SERVICES, INC.

NORTH FLORIDA PROFESSIONAL SERVICES INC.

P.O. BOX 3823

LAKE CITY, FL 32056

CERTIFICATE OF AUTHORIZATION: 29011

ROBIN G. SMITH, P.E. NO. 77842

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ROBIN G.

SMITH ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED

AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

STATE OF

No.

RO

BIN G. SMITH

FLORIDA

77842

LICENSE

P R

O

FESSIONA L ENGIN

EER

SHEET INDEX

CIVIL PLANS

SITE COVER C-1

SIGNATURE SHEET C-2

GENERAL NOTES & SITE DATA TABLE C-3

OVERALL SITE PLAN C-4

GRADING PLAN C-5

STORMWATER PLAN C-6

SWMF PLAN C-7

SWMF DETAILS C-8

EROSION CONTROL NOTES & DETAILS C-9

EROSION CONTROL PLAN C-10

WATER & SEWER NOTES C-11

SEWER PLAN C-12

WATER PLAN C-13

UTILITIES DETAILS C-14-C-16

MISC. DETAILS C-17

SHEET INDEX

ARCHITECTURAL PLANS

LIFE SAFETY PLAN LS1.1

BASE BID AND ALTERNATES PLAN A1.0

FLOOR PLAN A1.1-A1.2

ENLARGED PLANS & DETAILS A2.1

REFLECTED CEILING PLAN A3.1-A3.2

BUILDING ELEVATIONS A4.1-A4.2

BUILDING SECTIONS A5.1-A5.2

WALL SECTIONS A6.1

ROOF PLAN AND DETAILS A7.1

DOOR SCHEDULE & DETAILS A9.1

MISC. DETAILS A10.1

SHEET INDEX

STRUCTURAL PLANS

STRUCTURAL GENERAL NOTES S0.1

FOUNDATION PLAN S1.0

MEZZANINE FRAMING PLAN S1.1

STRUCTURAL SECTIONS AND DETAILS S2.0-S4.0

SHEET INDEX

MECHANICAL PLANS

MECHANICAL NOTES & LEGENDS M0.1-M0.2

HVAC FLOOR PLAN SHOW BARN M1.1

HVAC FLOOR PLAN LIVESTOCK BARN M1.2

HVAC DETAILS M5.1-M5.2

HVAC SCHEDULES M6.1

SHEET INDEX

ELECTRICAL PLANS

ELECTRICAL NOTES & LEGENDS E0.1

ELECTRICAL SYMBOLS E0.2

ELECTRICAL POWER FLOOR PLAN E1.1

ELECTRICAL LIGHTING FLOOR PLAN E1.2

ELECTRICAL LIGHTING

PHOTOMETRICS

E1.3

ELECTRICAL FIRE ALARM FLOOR PLAN E1.4

POWER & TELECOM DETAILS E5.1

LIGHTING & FIRE ALARM DETAILS E5.2

ELECTRICAL SCHEDULES E6.1-E6.3

ELECTRICAL POWER ONE-LINE E7.1

ELECTRICAL GROUNDING ONE-LINE E7.2

SHEET INDEX

PLUMBING PLANS

PLUMBING NOTES & LEGEND P0.1

SANITARY FLOOR PLAN SHOW BARN P1.1

PRESSURE FLOOR PLAN SHOW BARN P1.2

PRESSURE FLOOR PLAN LIVESTOCK

BARN

P1.3

PLUMBING DETAILS P5.1-P5.2

PLUMBING SCHEDULES P6.1

SANITARY RISER DIAGRAM P9.1

PRESSURE RISER DIAGRAM P9.2

STATE OF

No.

DA

VID

M. CRAPPS

FLORIDA

60989

LICENSE

P R

OFESSIONA L ENGIN

EER

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

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

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

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

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

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

NORTH FLORIDA PROFESSIONAL SERVICES INC.

P.O. BOX 3823

LAKE CITY, FL 32056

CERTIFICATE OF AUTHORIZATION: 29011

ROBIN G. SMITH, P.E. NO. 77842

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY DAVID M.

CRAPPS ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED

AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

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

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

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

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

REVISIONS

SHEET

NO.

DATE DESCRIPTION

PROFESSIONAL SERVIC

ES

NO

RTH FLORIDA P.O. BOX 3823 2551 BLAIRSTONE PINES DR.

LAKE CITY, FL 32056 TALLAHASSEE, FL 32301

PH. 386-752-4675 WWW.NFPS.NET

LIC NO. LB8356 CA# 29011

NORTH FLORIDA PROFESSIONAL SERVICES, INC.

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GENERAL NOTES & SITE DATA TABLE

EOR:

ROBIN G. SMITH

P.E. NO.:

77842

GENERAL NOTES

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AT

THE JOB SITE TO ENSURE 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

CITY OF LIVE OAK, FLORIDA OF SUCH DIFFERENCES IMMEDIATELY AND PRIOR TO

PROCEEDING WITH THE WORK.

2. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AS SET FORTH BY THE

ISSUED SUWANNEE RIVER WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE

PERMIT, FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION DRINKING WATER

FACILITY PERMIT, AND FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

DOMESTIC WASTEWATER COLLECTION/TRANSMISSION SYSTEM PERMIT.

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. BOUNDARY INFORMATION SHOWN, WAS OBTAINED FROM A BOUNDARY SURVEY

PREPARED BY J. SHERMAN FRIER & ASSOCIATES, FLORIDA CERTIFICATE NO. 6332.

5. 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.

6. THE SITE IS LOCATED IN SECTION 22, TOWNSHIP 2 SOUTH, RANGE 13 EAST,

SUWANNEE COUNTY, FLORIDA.

7. THE CONTRACTOR SHALL IMPLEMENT ALL COMPONENTS OF THE EROSION AND

SEDIMENTATION CONTROL PLAN 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.

8. THE STORMWATER BASIN IS DESIGNED IN ACCORDANCE WITH SRWMD APPLICANT

HANDBOOK VOLUME II AND 62-330 F.A.C.

9. ALL SLOPES OF THE STORMWATER BASIN SHALL BE GRASSED. ALL SLOPES

STEEPER THAN 3:1 SHALL BE STAPLED SOD.

10. ALL DISTURBED AREAS NOT SODDED SHALL BE SEEDED IN ACCORDANCE WITH

FDOT SPECIFICATION 570. 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 THROUGH AUGUST,

THE MIX SHALL CONSIST OF 70 PER ACRE OF LONG-TERM SEED AND 20 POUNDS PER

ACRE OF MILLET.

11. EXISTING DRAINAGE STRUCTURES WITHIN THE CONSTRUCTION LIMITS SHALL BE

REMOVED.

12. 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.

13. ALL UTILITY CONSTRUCTION SHALL MEET THE CITY OF LIVE OAK WATER AND

WASTEWATER UTILITY STANDARDS, AVAILABLE FROM CITY HALL OR PUBLIC WORKS.

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

THE ENGINEER.

15. ALL SITE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF LIVE OAK

LAND DEVELOPMENT REGULATIONS.

16. 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.

17. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONTRACTORS WITHIN

PROJECT AREA.

18. 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.

19. FINISHED FLOOR ELEVATIONS SHALL BE AT LEAST ONE (1) FOOT ABOVE THE

CENTERLINE OF THE ADJACENT ROADWAY OR AS NOTED FOR THE INDIVIDUAL LOT.

DURING DEVELOPMENT OF EACH LOT, THE LOT SHALL BE GRADED TO DRAIN TO THE

ROADSIDE DITCH OF THE ADJACENT ROADWAY.

20. THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH AWWA

SPECIFICATIONS, AND THE CITY OF LIVE OAK DEVELOPMENT STANDARDS UNLESS

OTHERWISE NOTED.

21. THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE

SPECIFICATIONS PREPARED BY NORTH FLORIDA PROFESSIONAL SERVICES, INC.,

NOVEMBER, 2025.

22. IF UNSUITABLE MATERIAL IS ENCOUNTERED DURING GRADING, CONTRACTOR SHALL

REMOVE UNSUITABLE MATERIAL TO A DEPTH OF 24" BELOW FINISHED GRADE WITHIN

THE CONSTRUCTION LIMITS.

23. THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS PRIOR TO

BEGINNING OF CONSTRUCTION.

24. THE CONTRACTOR SHALL SUBMIT A NOTICE OF CONSTRUCTION COMMENCEMENT TO

THE WATER MANAGEMENT DISTRICT AT LEAST 48 HOURS PRIOR TO THE BEGINNING

OF CONSTRUCTION.

25. THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS IN ADVANCE OF

THE PRESSURE AND LEAKAGE TESTS.

26. NO FINAL TESTING OR PRESSURE TESTING WILL BE ACCEPTED UNLESS

WITNESSED BY THE CITY’S REPRESENTATIVE.

27. NO WORK SHALL BE PERFORMED ON SATURDAY OR SUNDAY WITHOUT WRITTEN

NOTIFICATION TO THE CITY AND CITY ENGINEER.

28. CONTRACTOR SHALL PROVIDE AN AS-BUILT SURVEY MEETING THE REQUIREMENTS

OF CHAPTER 61G17 F.A.C. FOR THE STORMWATER MANAGEMENT SYSTEMS. INCLUDE

HORIZONTAL AND VERTICAL DIMENSIONAL DATA SO THAT IMPROVEMENTS ARE

LOCATED AND DELINEATED RELATIVE TO THE BOUNDARY. THIS AS-BUILT SURVEY

SHOULD INCLUDE ALL OUTFALL STRUCTURES. PROVIDE SUFFICIENT DETAILED DATA

TO DETERMINE WHETHER THE IMPROVEMENTS WERE CONSTRUCTED IN ACCORDANCE

WITH THE PLANS. A COPY OF THE AS-BUILT SURVEY (IN PAPER AND DIGITAL AUTOCAD

FORMAT) MUST BE SUBMITTED TO THE CITY OF LIVE OAK, FLORIDA (DEPARTMENT OF

GROWTH MANAGEMENT) AND THE ENGINEER.

29. THE CONTRACTOR SHALL SUBMIT A NATIONAL POLLUTANT DISCHARGE ELIMINATION

SYSTEM NOTICE OF INTENT ALONG WITH SUPPORTING DOCUMENTATION TO THE

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AT LEAST 48 HOURS PRIOR

TO BEGINNING OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

PERMIT FEES.

30. IF DURING CONSTRUCTION OR OPERATION OF THE STORM WATER MANAGEMENT

SYSTEM, A STRUCTURAL FAILURE IS OBSERVED THAT HAS THE POTENTIAL TO CAUSE

THE DIRECT DISCHARGE OF SURFACE WATER INTO THE FLORIDIAN AQUIFER SYSTEM,

CORRECTIVE ACTIONS DESIGNED OR APPROVED BY A REGISTERED PROFESSIONAL

SHALL BE TAKEN AS SOON AS PRACTICAL TO CORRECT THE FAILURE. SEE KARST

REPAIR DETAIL #E23. IN ADDITION, A REPORT PREPARED BY A REGISTERED

PROFESSIONAL MUST BE PROVIDED AS SOON AS PRACTICAL TO THE DEPARTMENT FOR

REVIEW AND APPROVAL THAT PROVIDES REASONABLE ASSURANCE THAT THE BREACH

WILL BE PERMANENTLY CORRECTED.

31. ALL CONCRETE SLABS ABUTTING EXTERIOR WALLS SHALL BE SOIL TREATED FOR

TERMITES.

32. ALL UTILITY AND/OR DRAINAGE STRUCTURES SHALL BE PRECAST UNLESS

APPROVED BY THE ENGINEER. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR

APPROVAL PRIOR TO PROCUREMENT.

33. CONTRACTOR SHALL CONTACT CITY OF LIVE OAK DEVELOPMENT MANAGER AND

BUILDING OFFICIAL TO PERFORM NECESSARY INSPECTIONS

34. FINAL INSPECTION AND ACCEPTANCE TO BE PERFORMED BY - BUILDING,

PLANNING, FIRE, AND PUBLIC WORKS DEPARTMENTS FOR THE CITY OF LIVE OAK.

SITE DATA TABLE

SUWANNEE COUNTY FAIRGROUNDS

PARCEL ID NUMBER 22-02S-13E-05332-000000 (21671)85

ZONING RSF-2

FUTURE LAND USE PUBLIC

PHYSICAL ADDRESS 1302 11TH ST, LIVE OAK, FL

PROJECT PROPERTY BOUNDARY SQ. FT. ACRES

% OF

SITE

TOTAL PROPERTY BOUNDARY AREA 1306800 30.00 100.00%

PROJECT AREA / LIMITS OF CONSTRUCTION (LOC)

% OF

LOC

152695 3.51 100.00% 100.00%

EXISTING IMPERVIOUS AREA TO BE DEMOLISHED

EXISTING LIME ROCK TO BE DEMOLISHED 7611 0.17 0.58% 4.98%

EXISTING CONCRETE TO BE DEMOLISHED 5223 0.12 0.40% 3.42%

EXISTING BUILDING TO BE DEMOLISHED 22937 0.53 1.76% 15.02%

TOTAL EXISTING IMPERVIOUS AREA TO BE DEMOLISHED 35771 0.82 2.74% 23.43%

PROPOSED IMPERVIOUS AREA

PROPOSED LIME ROCK DRIVEWAY 8314 0.19 0.64% 5.44%

PROPOSED CONCRETE 1334 0.03 0.10% 0.87%

PROPOSED BUILDING 35000 0.80 2.68% 22.92%

PROPOSED STORMWATER MANAGEMENT FACILITY 10672 0.24 0.82% 6.99%

TOTAL PROPOSED IMPERVIOUS AREA 55319 1.27 4.23% 36.23%

DIFFERENCE BETWEEN PROPOSED IMPERVIOUS (NOT

INCLUDING SWMF) AND EXISTING IMPERVIOUS TO BE

DEMOLISHED 8877 0.20 0.007 0.06

NO.

DATE DESCRIPTION

PROFESSIONAL SE

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H FLORIDA P.O. BOX 3823 1450 SW STATE ROAD 47

LAKE CITY, FL 32056 LAKE CITY, FL 32025

PH. 386-752-4675 WWW.NFPS.NET

LIC NO. LB8356 CA# 29011

NORTH FLORIDA PROFESSIONAL SERVICES, INC.

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TYPICAL SECTION

Zulia Cardenas 8/7/2025 8:43:33 AM

C-4

TYPICAL SECTION

EOR:

ROBIN G. SMITH

P.E. NO.:

77842

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-2.0% -2.0% -6.0%

R /W

1:4

4'

SHOULDER

VARIES

PERFORMANCE

TURF

TYPICAL SECTION

R /W

R/W (VARIES)

CLEARING & GRUBBING

EXISTING LIMEROCK BASE

VARIES (SEE PLANS) VARIES (SEE PLANS)

42''

(SOD)

-6.0% 1:4

4'

SHOULDER

VARIES

PERFORMANCE

TURF

CLEARING & GRUBBING

42''

(SOD)

MATCH EXISTING ROAD CROWN

LIME ROCK

RODEO ARENA

N:473107.58 E:2439793.79

ELEV:91.62

NAIL

CONTROL POINT NO. 1

LIM

E

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IN

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L

IN

E

ELECTRIC

PANEL

ELECTRIC

METER STAND

SANITARY SEWER

LIFT STATION

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

ELECTRIC

METER STAND

24" CPP (VERTICAL)

WITH LID

24" CPP (VERTICAL)

WITH LID

ELEV: 92.42

ELEV: 92.60

6" PVC "STUBOUT"

(PURPOSE UNKNOWN)

15" CMP

15" CMP

(PURPOSE UNKNOWN)

(PURPOSE UNKNOWN)

CONC.

6" PVC "STUBOUT"

(PURPOSE UNKNOWN)

TOP: 93.58

INV: ?????

TOP: 94.35

INV: 88.70

CONC. BUILDING

REMOVE EXISTING DRIVEWAY

REMOVE EXISTING DRIVEWAY

REMOVE EXISTING

CONCRETE SIDEWALK

REMOVE EXISTING TREES

EXISTING BUILDING TO REMAIN

REMOVE EXISTING FENCE

REMOVE EXISTING FENCE

REMOVE EXISTING PIPE

AND MES

REMOVE EXISTING BUILDINGS

REMOVE EXISTING PIPE

AND MES

REMOVE EXISTING BUILDING

EXISTING WATERMAIN TO BE

RELOCATED (SEE UTILITIES PLAN)

N

REVISIONS

SHEET

NO.

DATE DESCRIPTION

PROFESSIONAL SERVIC

ES

NO

RTH FLORIDA P.O. BOX 3823 2551 BLAIRSTONE PINES DR.

LAKE CITY, FL 32056 TALLAHASSEE, FL 32301

PH. 386-752-4675 WWW.NFPS.NET

LIC NO. LB8356 CA# 29011

NORTH FLORIDA PROFESSIONAL SERVICES, INC.

GRAPHIC SCALE

030 15 30 60 FEET

X:\2023\L230926SUW\H.CADD(SUWANNEE FAIRGROUNDS)\Roadway\2nd layout\PLANRD_SUWANNEE_FAIRGROUNDS_2ND POND LAYOUT.dwg C-5 DEMOLITION PLAN

Zulia Cardenas 8/7/2025 9:51:37 AM

C-5

DEMOLITION PLAN

EOR:

ROBIN G. SMITH

P.E. NO.:

77842

TH

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E

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IN

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H

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T H E D

AT

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JA

C E N T

TO

T

H E S

E

AL

P R

IN

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D C

OP

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S O

F T

H

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D

OC

U M E N T

AR

E N

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C

ON

S

ID

E R E D S

IG

N E D A

N D S

E

AL

E D A

N D T

H E S

IG

N

AT

U R E M

U S T

B E V

E R

IF

IE

D O

N A

N Y

E

LE

C

TR

ON

IC

C

OP

IE

S

N:473107.58 E:2439793.79

ELEV:91.62

NAIL

CONTROL POINT NO. 1

WATER

WATER

LIME ROCK

RODEO ARENA

N:473107.58 E:2439793.79

ELEV:91.62

NAIL

CONTROL POINT NO. 1

LIM

E

RO

CK

T R E E L

IN

E

TR

EE

L

IN

E

ELECTRIC

PANEL

ELECTRIC

METER STAND

SANITARY SEWER

LIFT STATION

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

ELECTRIC

METER STAND

24" CPP (VERTICAL)

WITH LID

24" CPP (VERTICAL)

WITH LID

ELEV: 92.42

ELEV: 92.60

6" PVC "STUBOUT"

(PURPOSE UNKNOWN)

15" CMP

15" CMP

(PURPOSE UNKNOWN)

(PURPOSE UNKNOWN)

CONC.

6" PVC "STUBOUT"

(PURPOSE UNKNOWN)

TOP: 93.58

INV: ?????

TOP: 94.35

INV: 88.70

CONC. BUILDING

W W W W W W W

W W

W

90.590.5

.0

91.0 91.5

91.5

92.0

90.590.5

91.0

91.0 91.5

91.0

89.5

.5

90.0

90.0

.5

91.0

91.5

.0

92.5

93.0

.0

.5

91.0

91.5

92.0

92.5

93.0

.0

91.5

92.0

92.0

.0

91.5

92.0

92.0

92.5 92.5

92.5

.5

93.0

.0

SAN SAN SAN SAN SAN SAN SAN SAN

R100'

R8 0'

R89'

R75'

REMOVE EXISTING DRIVEWAY

REMOVE EXISTING DRIVEWAY

PROPERTY LINE

SWMF

TOP: 91.5'

BOTT: 88.0'

PROPOSED SHOW BARN

35,000 SQFT

F.F.E. 93.8'

DITCH REALIGNMENT

CONNECT TO EXIST.

SIDEWALK

CONNECT TO EXISTING

WATER MAIN

CONNECT TO EXISTING SEWER

CONNECT TO EXIST. SIDEWALK

93.0

93.0

94.0

10'

8'

6'

6'

8'

20'

20'

14'

88.0 89.0

90.0 91.0

91.5

91.5

9.

6'

91.0 91.5

N

REVISIONS

SHEET

NO.

DATE DESCRIPTION

PROFESSIONAL SE

RV

IC

ES

NO

RT

H FLORIDA P.O. BOX 3823 2551 BLAIRSTONE PINES DR.

LAKE CITY, FL 32056 TALLAHASSEE, FL 32301

PH. 386-752-4675 WWW.NFPS.NET

LIC NO. LB8356 CA# 29011

NORTH FLORIDA PROFESSIONAL SERVICES, INC.

GRAPHIC SCALE

030 15 30 60 FEET

X:\2023\L230926SUW\H.CADD(SUWANNEE FAIRGROUNDS)\Roadway\PLANRD_SUWANNEE_FAIRGROUNDS_02.dwg C-4

OVERALL SITE PLAN

Natalee Brenton 1/15/2026 1:36:47 PM

C-4

OVERALL SITE PLAN

EOR:

ROBIN G. SMITH

P.E. NO.:

77842

TH

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AL

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IN

G

S M

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H

ON

T H E D

AT

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D

JA

C E N T

TO

T

H E S

E

AL

P R

IN

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D C

OP

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S O

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U M E N T

AR

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C

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S

ID

E R E D S

IG

N E D A

N D S

E

AL

E D A

N D T

H E S

IG

N

AT

U R E M

U S T

B E V

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IF

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D O

N A

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E

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C

TR

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IC

C

OP

IE

S

NOTE:

NO EXTERIOR LIGHTING IS

PROPOSED.

ELEV:91.62

NAIL

CONTROL POINT NO. 1

MS02

WATER

WATER

LIME ROCK

RODEO ARENA

N:473107.58 E:2439793.79

ELEV:91.62

NAIL

CONTROL POINT NO. 1

LIM

E

RO

CK

T R E E L

IN

E

TR

EE

L

IN

E

ELECTRIC

PANEL

ELECTRIC

METER STAND

SANITARY SEWER

LIFT STATION

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

ELECTRIC

METER STAND

24" CPP (VERTICAL)

WITH LID

24" CPP (VERTICAL)

WITH LID

ELEV: 92.42

ELEV: 92.60

6" PVC "STUBOUT"

(PURPOSE UNKNOWN)

15" CMP

15" CMP

(PURPOSE UNKNOWN)

(PURPOSE UNKNOWN)

CONC.

6" PVC "STUBOUT"

(PURPOSE UNKNOWN)

TOP: 93.58

INV: ?????

TOP: 94.35

INV: 88.70

CONC. BUILDING

W W W W W W W

W W

W

90.590.5

.0

91.0 91.5

91.5

92.0

90.590.5

91.0

91.0 91.5

91.0

89.5

.5

90.0

90.0

.5

91.0

91.5

.0

92.5

93.0

.0

.5

91.0

91.5

92.0

92.5

93.0

.0

91.5

92.0

92.0

.0

91.5

92.0

92.0

92.5 92.5

92.5

.5

93.0

.0

SAN SAN SAN SAN SAN SAN SAN SAN

MS02EL 92.15

EL 92.04

EL 92.27

EL 91.88

MATCH EXISTING

MATCH EXISTING

MATCH EXISTING

EL 92.56

EL 92.44

EL 92.25

EL 92.03

EL 92.09

MATCH EXISITING

EL 91.96

EL 92.16

EL 92.35

EL 92.74

MATCH EXISTING

DITCH BOTTOM ELEV. 89.5'

REGRADE EXISTING DITCH

EL 93.68

EL 93.68

EL 93.68

EL 93.68

EL 90.50

EL 93.68

PROPERTY LINE

SWMF

TOP: 91.5'

BOTT: 88.0'

PROPOSED SHOW BARN

35,000 SQFT

F.F.E. 93.8'

93.0

93.0

94.0

MS14

88.0 89.0

90.0 91.0

91.5

91.5

MS02

91.0 91.5

N

REVISIONS

SHEET

NO.

DATE DESCRIPTION

PROFESSIONAL SE

RV

IC

ES

NO

RT

H FLORIDA P.O. BOX 3823 2551 BLAIRSTONE PINES DR.

LAKE CITY, FL 32056 TALLAHASSEE, FL 32301

PH. 386-752-4675 WWW.NFPS.NET

LIC NO. LB8356 CA# 29011

NORTH FLORIDA PROFESSIONAL SERVICES, INC.

GRAPHIC SCALE

030 15 30 60 FEET

X:\2023\L230926SUW\H.CADD(SUWANNEE FAIRGROUNDS)\Roadway\PLANRD_SUWANNEE_FAIRGROUNDS_02.dwg C-5

GRADING PLAN

Natalee Brenton 1/15/2026 1:36:49 PM

C-5

GRADING PLAN

EOR:

ROBIN G. SMITH

P.E. NO.:

77842

TH

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N D S

E

AL

E D B

Y R

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IN

G

S M

IT

H

ON

T H E D

AT

E A

D

JA

C E N T

TO

T

H E S

E

AL

P R

IN

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D C

OP

IE

S O

F T

H

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D

OC

U M E N T

AR

E N

OT

C

ON

S

ID

E R E D S

IG

N E D A

N D S

E

AL

E D A

N D T

H E S

IG

N

AT

U R E M

U S T

B E V

E R

IF

IE

D O

N A

N Y

E

LE

C

TR

ON

IC

C

OP

IE

ELEV:91.62

NAIL

CONTROL POINT NO. 1

WATER

WATER

LIME ROCK

RODEO ARENA

N:473107.58 E:2439793.79

ELEV:91.62

NAIL

CONTROL POINT NO. 1

LIM

E

RO

CK

T R E E L

IN

E

TR

EE

L

IN

E

ELECTRIC

PANEL

ELECTRIC

METER STAND

SANITARY SEWER

LIFT STATION

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

ELECTRIC

METER STAND

24" CPP (VERTICAL)

WITH LID

24" CPP (VERTICAL)

WITH LID

ELEV: 92.42

ELEV: 92.60

6" PVC "STUBOUT"

(PURPOSE UNKNOWN)

15" CMP

15" CMP

(PURPOSE UNKNOWN)

(PURPOSE UNKNOWN)

CONC.

6" PVC "STUBOUT"

(PURPOSE UNKNOWN)

TOP: 93.58

INV: ?????

TOP: 94.35

INV: 88.70

CONC. BUILDING

W W W W W W W

W W

W

90.590.5

.0

91.0 91.5

91.5

92.0

90.590.5

91.0

91.0 91.5

91.0

89.5

.5

90.0

90.0

.5

91.0

91.5

.0

92.5

93.0

.0

.5

91.0

91.5

92.0

92.5

93.0

.0

91.5

92.0

92.0

.0

91.5

92.0

92.0

92.5 92.5

92.5

.5

93.0

.0

SAN SAN SAN SAN SAN SAN SAN SAN

MES-1

CONST. MES

PER FDOT STD. PLANS 430-021

12" PVC PIPE (W)

INV. IN: 88.00

PROPERTY LINE

SWMF

TOP: 91.5'

BOTT: 88.0'

PROPOSED SHOW BARN

35,000 SQFT

F.F.E. 93.8'

ST26

P-4

CONST. +54 LF

12" PVC PIPE

P-3

CONST. +64 LF

12" PVC PIPE

P-2

CONST. +40 LF

12" PVC PIPE

P-1

CONST. +43 LF

12" PVC PIPE

REGRADE DITCH AROUND EXISTING PIPE AND MES

93.0

93.0

94.0

88.0 89.0

90.0 91.0

91.5

91.5

91.0 91.5

N

REVISIONS

SHEET

NO.

DATE DESCRIPTION

PROFESSIONAL SE

RV

IC

ES

NO

RT

H FLORIDA P.O. BOX 3823 2551 BLAIRSTONE PINES DR.

LAKE CITY, FL 32056 TALLAHASSEE, FL 32301

PH. 386-752-4675 WWW.NFPS.NET

LIC NO. LB8356 CA# 29011

NORTH FLORIDA PROFESSIONAL SERVICES, INC.

GRAPHIC SCALE

030 15 30 60 FEET

X:\2023\L230926SUW\H.CADD(SUWANNEE FAIRGROUNDS)\Roadway\PLANRD_SUWANNEE_FAIRGROUNDS_02.dwg C-6

STORMWATER PLAN

Natalee Brenton 1/15/2026 1:36:50 PM

C-6

STORMWATER PLAN

EOR:

ROBIN G. SMITH

P.E. NO.:

77842

TH

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N D S

E

AL

E D B

Y R

OB

IN

G

S M

IT

H

ON

T H E D

AT

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D

JA

C E N T

TO

T

H E S

E

AL

P R

IN

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D C

OP

IE

S O

F T

H

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D

OC

U M E N T

AR

E N

OT

C

ON

S

ID

E R E D S

IG

N E D A

N D S

E

AL

E D A

N D T

H E S

IG

N

AT

U R E M

U S T

B E V

E R

IF

IE

D O

N A

N Y

E

LE

C

TR

ON

IC

C

OP

IE

ST12

PROPERTY LINE

BOTTOM OF DITCH

ST21

WATER

WATER

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

W W W W W W

W W

W W

W W

90.590.5

.0

91.0

91.5

91.5

92.0

90.5

90.591.0

91.0 91.5

91.0

GRADE DOWN TO

EXISTING DITCH

SWMF

TOP: 91.5'

BOTT: 88.0'

R

R15' R1

5'

R15'

64.6

47.3'

110.6'

88.0

89.0

90.0

91.0

86.1'

91.5

90.5

91.591.5

REVISIONS

SHEET

NO.

DATE DESCRIPTION

PROFESSIONAL SE

RV

IC

ES

NO

RT

H FLORIDA P.O. BOX 3823 2551 BLAIRSTONE PINES DR.

LAKE CITY, FL 32056 TALLAHASSEE, FL 32301

PH. 386-752-4675 WWW.NFPS.NET

LIC NO. LB8356 CA# 29011

NORTH FLORIDA PROFESSIONAL SERVICES, INC.

X:\2023\L230926SUW\H.CADD(SUWANNEE FAIRGROUNDS)\Roadway\PLANRD_SUWANNEE_FAIRGROUNDS_02.dwg C-7

SWMF PLAN

Natalee Brenton 1/15/2026 1:36:51 PM

C-7

SWMF PLAN

EOR:

ROBIN G. SMITH

P.E. NO.:

77842

TH

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M H

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B

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IG

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AL

LY

S

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N D S

E

AL

E D B

Y R

OB

IN

G

S M

IT

H

ON

T H E D

AT

E A

D

JA

C E N T

TO

T

H E S

E

AL

P R

IN

TE

D C

OP

IE

S O

F T

H

IS

D

OC

U M E N T

AR

E N

OT

C

ON

S

ID

E R E D S

IG

N E D A

N D S

E

AL

E D A

N D T

H E S

IG

N

AT

U R E M

U S T

B E V

E R

IF

IE

D O

N A

N Y

E

LE

C

TR

ON

IC

C

OP

IE

S

A

A

N. G.

TOP ELEV.:

BOTTOM ELEV.:

91.5'

88.0' 4:1

4:1

8'

A-A STORMWATER MANAGEMENT FACILITY DETAIL

SCALE: N.T.S

4:1 4:1

N. G.

4:1

N

GRAPHIC SCALE

020 10 20 40 FEET

DITCH BOTTOM ELEV. 90.5'

CRITICAL EVENT: 100 YR - 8H

MAX STAGE: 89.33'

8'

NO.

DATE DESCRIPTION

PROFESSIONAL SE

RV

IC

ES

NO

RT

H FLORIDA P.O. BOX 3823 2551 BLAIRSTONE PINES DR.

LAKE CITY, FL 32056 TALLAHASSEE, FL 32301

PH. 386-752-4675 WWW.NFPS.NET

LIC NO. LB8356 CA# 29011

NORTH FLORIDA PROFESSIONAL SERVICES, INC.

TH

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N D S

E

AL

E D B

Y R

OB

IN

G

S M

IT

H

ON

T H E D

AT

E A

D

JA

C E N T

TO

T

H E S

E

AL

P R

IN

TE

D C

OP

IE

S O

F T

H

IS

D

OC

U M E N T

AR

E N

OT

C

ON

S

ID

E R E D S

IG

N E D A

N D S

E

AL

E D A

N D T

H E S

IG

N

AT

U R E M

U S T

B E V

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X:\2023\L230926SUW\H.CADD(SUWANNEE FAIRGROUNDS)\Roadway\KEYSRD_SUWANNEE_FAIRGROUNDS_01.dwgNatalee Brenton 1/15/2026 1:36:53 PM

C-8

SWMF DETAILS

EOR:

ROBIN G. SMITH

P.E. NO.:

77842

MAXIMUM SLOPE

2' MIN. 2' MIN.

MINIMUM GRASSING LIMITS

LONGITUDINAL SLOPES 0%-3% SHALL BE SEED

& MULCH. LONGITUDINAL SLOPES GREATER

THAN 3% SHALL BE SODDED.

DEPTH VARIES. SEE PLANS

ST12

GRASSED SWALE DETAIL

SCALE: N.T.S

ST26

ADS N-12 PIPE

NYLOPLAST DOWNSPOUT

ADAPTER TO ADAPT

INSIDE ADS N-12

PIPE

ROOF DRAIN

OPTIONAL CLEAN-OUT WITH THREADED

CAP (NYLOPLAST INLINE DRAIN OR

OTHER FITTING TYPES AVAILABLE)

ADS N-12 PIPE

ADS N-12 INJECTION

MOLDED 90° ELBOW

ADS N-12 PIPE

ADS N-12 PIPE

OPTIONAL ADS N-12

TEE-WYE (VARIOUS OTHER

ADS FITTING TYPES

AVAILABLE)

ADS N-12 INJECTION

MOLDED 45° ELBOW

INSERTA-TEE

ONEFIT

EXISTING MAINLINE

PIPE DIAMETER AND

MATERIAL MAY VARY

ADS ROOF DRAIN APPLICATION

SCALE: N.T.S

OUTFALL

SWMF

OUTFALL

6"

6" 6"

5'6"

18"

PROFILE

SECTION A

SECTION B

A

B

PLAN

SWMF BERM

OIL SKIMMER

THICKENED

KEY

ENERGY DISSIPATOR

SWMF FINISH GRADE

SWMF FINISH GRADE

ENERGY DISSIPATOR

WEIR ELEV.

88.75'

12"

2.0' 2.0'

5.0'

ST21

SWMF CONTROL STRUCTURE DETAIL

SCALE: N.T.S.

SWMF

6" MIN. 6"

6" WEIR

WEIR WIDTH

2.5' 2.5'

EMERGENCY OVERFLOW

STRUCTURE ELEV. 91.0'

NO.

DATE DESCRIPTION

PROFESSIONAL SERVIC

ES

NO

RTH FLORIDA P.O. BOX 3823 2551 BLAIRSTONE PINES DR.

LAKE CITY, FL 32056 TALLAHASSEE, FL 32301

PH. 386-752-4675 WWW.NFPS.NET

LIC NO. LB8356 CA# 29011

NORTH FLORIDA PROFESSIONAL SERVICES, INC.

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C-9

EROSION CONTROL NOTES & DETAILS

EOR:

ROBIN G. SMITH

P.E. NO.:

77842

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 CITY OF LIVE OAK, SRWMD, 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 OF 0.5 INCHES OR GREATER, AND REPAIRED OR 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 ALL DEBRIS 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 SYNTHETIC 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. PERMIT

REQUIRED FROM SRWMD HAS BEEN OBTAINED.

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.

POST OPTIONS:

SOFTWOOD 4" MIN. DIA.

SOFTWOOD 4" x 4"

HARDWOOD 3" DIA.

STEEL 1.33 LBS/FT. MIN.

O R

M O R E

8"

M I N

10' MAX.

FILTER FABRIC

(IN CONFORMANCE

WITH SEC. 985 FDOT SPEC.)

20°

FILTER FABRIC

POULTRY MESH OR TYPE

A FENCE FILTER FABRIC

PRINCIPLE POST

POSITION (CANTED

20" TOWARD FLOW)

SECTION

ELEVATION

OPTIONAL POST POSITIONS

POULTRY MESH (20GA. MIN.)

OR TYPE A FENCE FABRIC

(STANDARD PLAN 550-001 &

SEC. 550 FDOT SPEC.)

OPTIONAL POST POSITIONS

POULTRY MESH (20GA. MIN.)

OR TYPE A FENCE FABRIC

(STANDARD PLAN 550-001

& SEC. 550 FDOT SPEC.)

SECTION

'd'

THICKNESS ('d') = 1.5 x MAXIMUM AGGREGATE

DIAMETER - 6" MINIMUM

PLAN

'D' ROCK d50

50% SHALL BE LARGER

THAN 6" ∅ MINIMUM

NOTES:

1. 'La' = LENGTH OF APRON. DISTANCE 'La'

SHALL BE OF SUFFICIENT LENGTH TO DISSIPATE

ENERGY.

2. APRON SHALL BE AT A ZERO GRADE AND ALIGNED

STRAIGHT.

3. FILTER FABRIC SHALL EXTEND 6" PAST

AGGREGATE LIMITS

La = 4.5 x 'D' MINIMUM

'D' = PIPE DIAMETER

0.5 X 'D' MIN.

X

D

M I N

FILTER

FABRIC

RECEIVING

ELEVATION

OVERFALL

ELEVATION

NOTES:

THE FOLLOWING SHALL BE PERFORMED IN THE EVENT ANY KARST

FEATURES FORM DURING CONSTRUCTION - E.G. SOLUTION CAVITIES,

CHIMNEYS, SINKHOLES.

1. NOTIFY THE WATER MANAGEMENT DISTRICT AND THE APPLICABLE

MUNICIPAL OR COUNTY PUBLIC WORKS IMMEDIATELY WHEN THE

FEATURES ARE ENCOUNTERED. THE METHOD OF REPAIR SHALL BE

SUBMITTED FOR REVIEW, COMMENT, AND APPROVAL PRIOR TO

ATTEMPTING ANY REPAIR.

2. SHALLOW KARST FEATURES ARE TYPICALLY LESS THAN 5' DEEP

AND ONLY HAVE SMALL VOIDS IN THE LIMESTONE. THE FEATURE

CAN BE REPAIRED BY BACKFILLING WITH A LOWER PERMEABILITY

MATERIAL SUCH AS CLAYEY-SAND OR CLAY. COMPACT THE

BACKFILL AND CREATE A SMALL MOUND SLIGHTLY ABOVE GRADE

TO ACCOUNT FOR SETTLING.

3. DEEP KARST FEATURES SHALL BE REPAIRED MORE PERMANENTLY.

EXCAVATE THE FEATURE TO THE LIMESTONE BEDROCK. PLUG

VOIDS IN THE BEDROCK WITH CLEAN GROUT. BACKFILL OVER THE

PLUG WITH A LOWER-PERMEABILITY MATERIAL SUCH AS

CLAYEY-SAND OR CLAY. COMPACT THE BACKFILL TO GRADE.

SHALLOW DEEP

KARST FEATURE REPAIR DETAIL

SCALE: N.T.S.ER23

ENERGY DISSIPATOR DETAIL

SCALE: N.T.SER11 TYPE IV SILT FENCE

SCALE: N.T.S

ER18

SILT FLOW

V E R T I C A L

ELEV:91.62

NAIL

CONTROL POINT NO. 1

WATER

WATER

LIME ROCK

RODEO ARENA

N:473107.58 E:2439793.79

ELEV:91.62

NAIL

CONTROL POINT NO. 1

LIM

E

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T R E E L

IN

E

TR

EE

L

IN

E

ELECTRIC

PANEL

ELECTRIC

METER STAND

SANITARY SEWER

LIFT STATION

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

ELECTRIC

METER STAND

24" CPP (VERTICAL)

WITH LID

24" CPP (VERTICAL)

WITH LID

ELEV: 92.42

ELEV: 92.60

6" PVC "STUBOUT"

(PURPOSE UNKNOWN)

15" CMP

15" CMP

(PURPOSE UNKNOWN)

(PURPOSE UNKNOWN)

CONC.

6" PVC "STUBOUT"

(PURPOSE UNKNOWN)

TOP: 93.58

INV: ?????

TOP: 94.35

INV: 88.70

CONC. BUILDING

W W W W W W W

W W

W

90.590.5

.0

91.0 91.5

91.5

92.0

90.590.5

91.0

91.0 91.5

91.0

89.5

.5

90.0

90.0

.5

91.0

91.5

.0

92.5

93.0

.0

.5

91.0

91.5

92.0

92.5

93.0

.0

91.5

92.0

92.0

.0

91.5

92.0

92.0

92.5 92.5

92.5

.5

93.0

.0

SAN SAN SAN SAN SAN SAN SAN SAN

CONST. ± 360

LF SILT FENCE

ER18

ER18

ER11

ER11

CONST. ± 410 LF

SILT FENCE

ER18

PROPERTY LINE

SWMF

TOP: 91.5'

BOTT: 88.0'

PROPOSED SHOW BARN

35,000 SQFT

F.F.E. 93.8'

93.0

93.0

94.0

CONST. ± 64 LF

SILT FENCE

88.0 89.0

90.0 91.0

91.5

91.5

91.0 91.5

N

REVISIONS

SHEET

NO.

DATE DESCRIPTION

PROFESSIONAL SE

RV

IC

ES

NO

RT

H FLORIDA P.O. BOX 3823 2551 BLAIRSTONE PINES DR.

LAKE CITY, FL 32056 TALLAHASSEE, FL 32301

PH. 386-752-4675 WWW.NFPS.NET

LIC NO. LB8356 CA# 29011

NORTH FLORIDA PROFESSIONAL SERVICES, INC.

GRAPHIC SCALE

030 15 30 60 FEET

X:\2023\L230926SUW\H.CADD(SUWANNEE FAIRGROUNDS)\Roadway\PLANRD_SUWANNEE_FAIRGROUNDS_02.dwg

C-10 EROSION CONTROL PLAN

Natalee Brenton 1/15/2026 1:36:56 PM

C-10

EROSION CONTROL PLAN

EOR:

ROBIN G. SMITH

P.E. NO.:

77842

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PROFESSIONAL SERVIC

ES

NO

RTH FLORIDA P.O. BOX 3823 2551 BLAIRSTONE PINES DR.

LAKE CITY, FL 32056 TALLAHASSEE, FL 32301

PH. 386-752-4675 WWW.NFPS.NET

LIC NO. LB8356 CA# 29011

NORTH FLORIDA PROFESSIONAL SERVICES, INC.

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C-11

WATER & SEWER NOTES

EOR:

ROBIN G. SMITH

P.E. NO.:

77842

WATER AND SEWER NOTES

1. ALL UTILITY CONSTRUCTION SHALL MEET THE CITY OF LIVE OAK 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 M14, 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. COPPER TRACER WIRE SHALL BE PLACED ON ALL POTABLE WATER LINES AND WATER

LATERALS. TRACER WIRE SHALL BE CONTINUOUS WITH NO INTERRUPTIONS.

10. 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.

11. WATER AND SANITARY SEWER LATERALS SHALL BE LEFT UNCOVERED UNTIL INSPECTED

BY THE ENGINEER OR THE ENGINEER'S INSPECTOR.

12. 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.

13. 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.

14. 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.

15. 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.

16. 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.

17. 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.

18. 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.

19. 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.

20. 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% LEAD.

21. 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 INSTALLATION OF PIPE, THE TAPE OR PAINT SHALL BE APPLIED IN A

CONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS OF THE 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.

22. 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.

23. 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.

24. 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.

25. ALL WATER MAIN TEES, BENDS, PLUGS, AND HYDRANTS INSTALLED UNDER THIS

PROJECT SHALL BE PROVIDED WITH RESTRAINED JOINTS TO PREVENT MOVEMENT.

26. 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.

27. 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.

28. 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.

29. 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.

30. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT SHALL

HAVE A HORIZONTAL DISTANCE OF AT LEAST SIX AND TEN FEET IS PREFERED 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.

31. 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

32. 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."

33. 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.

34. 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 WITH PIPE MATERIAL LISTED IN

FLORIDA BUILDING CODE SECTION 603.2.

35. 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.

36. 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.

37. 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. A COPY OF THE AS-BUILT SURVEY (IN

PAPER AND DIGITAL AUTOCAD FORMAT) MUST BE SUBMITTED TO THE CITY OF LAKE CITY,

FLORIDA (DEPARTMENT OF GROWTH MANAGEMENT) AND THE ENGINEER.

38. CONTRACTOR SHALL PROVIDE POTABLE WATER TEST REPORTS IN ACCORDANCE WITH

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION REQUIREMENTS AFTER

DISINFECTION OF THE SYSTEM.

S S

WT11

N:473107.58 E:2439793.79

ELEV:91.62

NAIL

CONTROL POINT NO. 1

WATER

WATER

LIME ROCK

RODEO ARENA

N:473107.58 E:2439793.79

ELEV:91.62

NAIL

CONTROL POINT NO. 1

LIM

E

RO

CK

T R E E L

IN

E

TR

EE

L

IN

E

ELECTRIC

PANEL

ELECTRIC

METER STAND

SANITARY SEWER

LIFT STATION

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

RV ELECTRIC OUTLET

WATER SPIGOT

AND

ELECTRIC

METER STAND

24" CPP (VERTICAL)

WITH LID

24" CPP (VERTICAL)

WITH LID

ELEV: 92.42

ELEV: 92.60

6" PVC "STUBOUT"

(PURPOSE UNKNOWN)

15" CMP

15" CMP

(PURPOSE UNKNOWN)

(PURPOSE UNKNOWN)

CONC.

6" PVC "STUBOUT"

(PURPOSE UNKNOWN)

TOP: 93.58

INV: ?????

TOP: 94.35

INV: 88.70

CONC. BUILDING

W W W W W W W

W W

W

90.590.5

.0

91.0 91.5

91.5

92.0

90.590.5

91.0

91.0 91.5

91.0

89.5

.5

90.0

90.0

.5

91.0

91.5

.0

92.5

93.0

.0

.5

91.0

91.5

92.0

92.5

93.0

.0

91.5

92.0

92.0

.0

91.5

92.0

92.0

92.5 92.5

92.5

.5

93.0

.0

SAN SAN SAN SAN SAN SAN SAN SAN

SN14

SN08

CONST. ± 16 L.F. OF

8" PVC @ -0.86%

CONST. ± 359 L.F. OF

8" PVC @ -0.40%

S-1

CONST. INDEX NO. 425-001

Type 8 Manhole

RIM 94.10

N INV. 90.86

E INV. 90.82

SUMP 89.82

SEE BUILDING

PLANS

PROPERTY LINE

SWMF

TOP: 91.5'

BOTT: 88.0'

PROPOSED SHOW BARN

35,000 SQFT

F.F.E. 93.8'

93.0

93.0

94.0

88.0 89.0

90.0…