8-SW WRF Landscape Plans 100%.pdf

SR

CR 484

FOR:

11800 SE US HWY 441

BELLVIEW, FLORIDA 34420

352-307-6000

SECTION 35, TOWNSHIP 16 S, RANGE 20 E

MARION COUNTY, FLORIDA

PARCEL ID#'s

MARION COUNTY UTILITIES

MARION COUNTY UTILITIES

PARCEL 1: 7001-000-007 Know what'sbelow.

before you dig.Call

R

NO. DATE REVISION BY

C1.01

100% PLANS

09/19/2025

Ju ly

0, T

:\2

M ar io n

C ou nt y\

_O ak R un W

W

TP

B uf fe r\

D W

G \C

-C V

.d w g

SOUTHWEST WRF

LANDSCAPE BUFFER

DATE:

JOB NO:

09-19-2025

208.88

S W

FW

M

D S

U B

M

IT

TA

L

U

TI

LI

TY

S U

B M

IT

TA

L C

O U

N

TY

/C

IT

Y S

U B

M

IT

TA

L

PROJECT LOCATION

MARION COUNTY

925 S.E. 17th Street

Suite A

Ocala, Florida 34471

Phone: (352) 861-7799 www.Ardurra.com

LEGAL DESCRIPTION:

NOTES:

Sheet List Table Sheet Number Sheet Title

C1.01 COVER

C1.02 NOTES AND LEGENDS

C2.01 AERIAL MAP

C2.02 SITE PLAN

L1.01 LANDSCAPE PLAN

L2.01 LANDSCAPE DETAILS

L2.02 LANDSCAPE DETAILS & SCHEDULE

IR1.01 IRRIGATION PLAN

IR2.01 IRRIGATION DETAILS

PROJECT

SITE

35341-101-20

PARCEL 2: 35341-001-00

Ju ly

0, T

:\2

M ar io n

C ou nt y\

_O ak R un W

W

TP

B uf fe r\

D W

G \C

-N

TL

G .D

W G

CABLE TELEVISION UTILITY BOX

TELEPHONE UTILITY BOX

FIRE HYDRANT

FIRE DEPARTMENT CONNECTION

UTILITY POLE

LIGHT POLE

UTILITY & LIGHT POLE

GUY POLE

METER POLE

GUY WIRE

ELECTRIC TRANSFORMER

ELECTRIC HAND-HOLE

UNDERGROUND GAS LINE MARKER

TRAFFIC SIGN

TRAFFIC SIGNAL UTILITY BOX

TRAFFIC SIGNAL POLE

UNDERGROUND CABLE

TELEVISION MARKER

UNDERGROUND TELEPHONE

CABLE ROUTE SIGN

CONCRETE

CONCRETE CURB INLETS

CONCRETE MITERED END SECTION

CONCRETE FLARED END SECTION

GRATE INLET

CONTOUR LINE

OVERHEAD LINES

STORM SEWER CLEANOUT,

PIPE & MANHOLE

BEARING/DISTANCE PER

RECORDED PLAT

BEARING/DISTANCE PER DEED

DESCRIPTION

BEARING/DISTANCE PER

FIELD MEASUREMENT

BEARING/DISTANCE PER

CALCULATION

SANITARY SEWER PIPE, MANHOLE, CLEANOUT,

VALVE & PAINT MARK IDENTIFYING PROBABLE

LOCATION OF PIPE

TELEPHONE UTILITY MANHOLE,

TELEPHONE UTILITY CABLE & PAINT MARK

IDENTIFYING PROBABLE LOCATION OF

UTILITY

GAS LINE WITH GAS VALVE, GAS METER &

PAINT MARK IDENTIFYING PROBABLE

LOCATION OF UTILITY

WATER LINE WITH WATER VALVE, WATER

METER & PAINT MARK IDENTIFYING

PROBABLE LOCATION OF UTILITY

ELECTRIC UTILITY LINE WITH ELECTRIC UTILITY

MANHOLE & PAINT MARK IDENTIFYING

PROBABLE LOCATION OF UTILITY

6' CHAIN LINK FENCE UNLESS

OTHERWISE NOTED

MAIL BOX

FOUND IRON ROD (SIZE AND TYPE

AS INDICATED)

FOUND IRON PIPE (SIZE AND TYPE

AS INDICATED)

SET 1/2" IRON ROD & CAP L.B.#2610

FOUND CONCRETE MONUMENT (SIZE

AND TYPE AS INDICATED)

SET 4"X4" CONCRETE MONUMENT

"PRM LB#2610"

TYPICAL GROUND SPOT ELEVATIONS

(IF SHOWN)

TYPICAL ROADWAY SPOT

ELEVATIONS (IF SHOWN)

CONCRETE CURB INLETS

LEGEND:

GENERAL INFORMATION:

PROJECT OWNER:

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FLORIDA 34420

PHONE: (352) 707-4624

PROJECT ENGINEER:

ARDURRA GROUP, INC.

925 SE 17TH STREET, SUITE A

OCALA, FLORIDA 34471

CONTACT: CHUCK A. PIGEON, P.E.

PHONE: (352) 861-7799

EMAIL: CPIGEON@ARDURRA.COM

PROJECT LANDSCAPE ARCHITECT:

ARDURRA GROUP, INC.

4921 MEMORIAL HWY, SUITE 300

TAMPA, FL 33634

CONTACT: SCOTT SMITH, RLA

PHONE: (813) 682-5290

EMAIL: SSMITH@ARDURRA.COM

PROJECT SURVEYOR:

JCH CONSULTING GROUP, INC.

426 SW 15TH STREET

OCALA, FLORIDA 34471

CONTACT: CHRISTOPHER J. HOWSON, PSM

PHONE: (352) 405-1482

EMAIL: CHRIS@JCHCG.COM

WATER SUPPLY:

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FLORIDA 34420

PHONE: (352) 707-4624

SEWER SUPPLY:

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FLORIDA 34420

PHONE: (352) 707-4624

ELECTRICAL SUPPLY:

SECO ENERGY

4872 SW. 60TH AVE

OCALA, FLORIDA 34474

CONTACT: JERRY BOLDUC

PHONE: (352) 569-9633

1. THE CONTRACTOR SHALL REFER TO AND ABIDE BY ALL PERMIT

DOCUMENTS AND GOVERNMENTAL AGENCY INSPECTIONS /

REPRESENTATIVES DIRECTIONS FOR ANY ADDITIONAL REQUIREMENTS

OF SAID AGENCIES.

2. ANY DEVIATION FROM THESE PLANS REQUIRES PRIOR WRITTEN

APPROVAL FROM THE PROFESSIONAL ENGINEER OF RECORD AND, IF

APPLICABLE, FROM MARION COUNTY.

3. THE GENERAL CONTRACTOR FOR THE PROJECT IS HEREBY REQUIRED,

AS PART OF THE CONTRACT, TO REVIEW EACH SHEET OF THE SET AND

STUDY THEIR CORRELATION PRIOR TO BIDDING & CONSTRUCTION.

4. THE GENERAL CONTRACTOR IS HEREBY REQUIRED TO IMPLEMENT SITE

SAFETY AT ALL TIMES PER LATEST OSHA STANDARDS.

5. CONTRACTOR SHALL CONTACT FLORIDA SUNSHINE ONE-CALL AT

1-800-432-4770 PRIOR TO COMMENCING ANY UNDERGROUND

EXCAVATION. THE GENERAL CONTRACTOR IS HEREBY REQUIRED TO

CONTACT ALL PERTINENT UTILITY COMPANIES, FIELD VERIFY THE

EXACT LOCATION, BOTH HORIZONTAL AND VERTICAL, OF ALL EXISTING

UTILITIES WITHIN THE PROJECT BOUNDARY BY DIGGING TEST PITS BY

HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF TRENCHING.

6. CONSTRUCTION SHALL COMMENCE ONLY AFTER APPROVAL OF ALL

APPLICABLE PERMITS. THIS PROJECT FALLS WITHIN THE JURISDICTION

OF THE FOLLOWING REGULATORY / MUNICIPAL AGENCIES:

· MARION COUNTY, FLORIDA

· SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT

· FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

· FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION

7. ALL CONSTRUCTION COVERED BY THESE PLANS SHALL COMPLY WITH

THE MATERIAL REQUIREMENTS AND QUALITY CONTROL STANDARDS

CONTAINED IN THE MARION COUNTY LAND DEVELOPMENT CODE, AND

THE PROJECT SPECIFICATIONS.

8. THE CONTRACTOR SHALL IMMEDIATELY CONTACT PROJECT

ENGINEER, ARDURRA GROUP INC. IF PLANS ARE UNCLEAR,

REQUIRING INTERPRETATION OR CONFLICTING INFORMATION IS

DISCOVERED.

9. THE CONTRACTOR SHALL COORDINATE ON-SITE WORK ACTIVITY,

ACCESS AND MATERIALS STORAGE LOCATION WITH OTHER ON-SITE

CONTRACTORS SO THAT WORK AT THE PROPOSED PROJECT SITE CAN

COMMENCE IN HARMONY WITH OTHER SITE OPERATIONS

ACTIVITIES.

10. THE BOUNDARY AND TOPOGRAPHIC SURVEY UPON WHICH THIS SITE

PLAN IS BASED WAS PREPARED BY JCH CONSULTING GROUP INC, JOB

NO. 241369 BND & TOPO, FILE NO. 2025-1116-00, DATED DECEMBER

12, 2024. ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH

AMERICAN VERTICAL DATUM (NAVD) OF 1988, AS DETERMINED

FROM BENCHMARK G 593 (NGS POINT IDENTIFICATION DG9650),

AND BENCH MARK NO H 593 (NGS POINT IDENTIFICATION DG9651),

BOTH AS PUBLISHED BY THE NATIONAL GEODETIC SURVEY AND

BENCHMARK P79 MARION COUNTY (MC POINT IDENTIFICATION 318),

AND BENCHMARK P87 MARION COUNTY (MC POINT IDENTIFICATION

319) AND AND TEMPORARY BENCHMARK TBM 35 MARION COUNTY

(MC POINT IDENTIFICATION 326).

11. THE CONTRACTOR SHALL PROVIDE ALL INFORMATION, AS-BUILT

CERTIFIED COORDINATES OF UNDERGROUND UTILITIES (V & H),

CERTIFIED TEST RESULTS, AND O&M MANUALS, TO ENGINEER

FOLLOWING COMPLETION OF THE CONSTRUCTED ITEMS, AND IN

TIME TO OBTAIN CERTIFICATIONS AS NEEDED FROM ALL STATE AND

LOCAL AGENCIES, A MINIMUM OF 3 WEEKS PRIOR TO NEEDING

CERTIFICATE OF OCCUPANCY. RECORD DRAWING INFORMATION

SHALL INCLUDE BUT NOT BE LIMITED TO FINISHED GRADE ELEVATIONS,

PIPING LOCATIONS, MANHOLE AND STORM STRUCTURE RIM AND

INVERT ELEVATIONS, PLUS LOCATION, DIMENSION AND ELEVATIONS

OF ALL OTHER CONSTRUCTION COMPONENTS THAT VARY FROM THE

DESIGN PLANS.

12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS

BEFORE COMMENCEMENT OF CONSTRUCTION. ANY DEVIATION IN

PLAN INFORMATION SHALL BE REPORTED TO ENGINEER IMMEDIATELY.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND

USAGE OF EXISTING STREETS AND DRIVEWAYS ADJACENT TO THE

PROJECT. ALL TRAFFIC MAINTENANCE CONTROL SHALL BE IN

ACCORDANCE WITH THE FDOT MANUAL OF TRAFFIC CONTROL AND

SAFE PRACTICES FOR STREET CONSTRUCTION, MAINTENANCE, AND

UTILITY OPERATIONS.

14. UNDERGROUND CONTRACTOR SHALL MINIMIZE THE WORK AREA AND

WIDTH OF TRENCHES TO AVOID DISTURBANCES OF NATURAL

VEGETATION. SOIL FROM TRENCHES SHALL BE PLACED ONLY ON

PREVIOUSLY CLEARED AREAS OR AS DIRECTED BY THE OWNER.

CONTRACTOR SHALL NOT REMOVE AND/OR DISTURB ANY TREES OR

SHRUBS WITHOUT PRIOR APPROVAL BY ENGINEER, UNLESS IDENTIFIED

WITHIN THE CLEARING LIMITS.

15. CONTRACTOR SHALL NOT INTERRUPT OPERATION OF EXISTING

WASTEWATER TREATMENT PLANT. SAFE ACCESS TO THE SITE SHALL BE

PROVIDED AT ALL TIMES TO THE OWNER AND ENGINEER.

16. TESTING: ALL TESTS SHALL BE IN ACCORDANCE WITH LOCAL AGENCY

LAND DEVELOPMENT CODE REQUIREMENTS AND THE PROJECT

SPECIFICATIONS, UNLESS OTHERWISE SPECIFIED.

17. NOTIFICATION TO OWNER AND ENGINEER IS REQUIRED 72 HOURS

BEFORE CONSTRUCTION COMMENCEMENT. PERFORMANCE OF

TESTING AND NOTIFICATIONS FOR REQUIRED INSPECTIONS SHALL BE

CONDUCTED AS REQUIRED BY THE PROJECT SPECIFICATIONS.

18. CONTRACTOR TO GUARANTEE ALL WORK AND EQUIPMENT FOR A

PERIOD OF ONE YEAR FROM SUBSTANTIAL COMPLETION ACCEPTANCE

BY OWNER, UNLESS OTHERWISE EXTENDED BY THE PROJECT

SPECIFICATIONS.

19. THE CONTRACTOR WILL ENGAGE THE SERVICES OF A RECOGNIZED

SOILS AND MATERIALS TESTING LABORATORY FOR COMPLIANCE

TESTING. THE COST OF ANY RE-TESTING REQUIRED, OR IMPACTS OF

TIME DELAYS CAUSED BY WORK, OR MATERIALS NOT MEETING STATED

CONTRACT REQUIREMENTS SHALL BE THE CONTRACTOR'S

RESPONSIBILITY. THE CONTRACTOR SHALL SCHEDULE TESTING SO THAT

CONSTRUCTION ACTIVITIES ARE NOT DISRUPTED. MISCELLANEOUS

TESTING ABOVE AND BEYOND NORMALLY SCHEDULED TESTING MAY

BE REQUESTED BY THE OWNER AT ANY TIME. THE CONTRACTOR SHALL

COOPERATE WITH SUCH ACTIVITIES.

20. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES

WITH ALL FEDERAL, STATE, LOCAL, AND PRIVATE ENTITIES POTENTIALLY

AFFECTED. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 72

HOURS NOTICE OF WHEN CONSTRUCTION WILL COMMENCE IN THE

AREA, TO ENABLE FIELD LOCATION OF UTILITY LINES BEFORE

CONSTRUCTION. A "ONE CALL" 1-800-432-4770 DOES NOT TOTALLY

REPRESENT ALL UTILITIES POTENTIALLY AFFECTED. ALL UTILITIES SHALL

BE KEPT IN OPERATION EXCEPT WITH THE EXPRESS WRITTEN CONSENT

OF THE UTILITY OWNER. IT WILL BE THE CONTRACTOR'S

RESPONSIBILITY TO PRESERVE EXISTING UTILITIES. ANY AND ALL

DAMAGE TO EXISTING UTILITIES AS A RESULT OF THE CONTRACTORS

ACTIVITIES, SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

21. THE CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE SITE TO

DETERMINE EXISTING CONDITIONS. ANYTHING NOT COVERED IN THE

CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF

THE OWNER'S REPRESENTATIVE AND SHALL NOT CONSTITUTE AN

EXTRA, UNLESS APPROVED IN WRITING BY THE OWNER.

22. THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER'S

REPRESENTATIVE UPON DISCOVERY OF CONFLICTS BETWEEN THE

CONTRACT REQUIREMENTS AND ACTUAL CONSTRUCTION CONDITIONS

AND SHALL NOT PROCEED WITH ANY WORK FOR WHICH THE CONFLICT

HAS ARISEN UNTIL CONFLICT IS RESOLVED WITH THE OWNER'S

REPRESENTATIVE.

23. ALL BURIED PIPELINES, CONDUITS, CABLES, ETC. SHALL HAVE A

MINIMUM COVER OF 36 INCHES BELOW FINISHED GRADE UNLESS

OTHERWISE CALLED FOR. ALL FACILITIES AND ACCESSORIES SHALL BE

INSTALLED IN COMPLIANCE WITH APPLICABLE LOCAL CODES AND

REQUIREMENTS PLUS THESE CONTRACT DOCUMENTS.

24. ALL DUST SHALL BE CONTROLLED ON SITE. ONLY AREAS SCHEDULED

FOR IMMEDIATE CONSTRUCTION SHALL BE CLEARED OR STRIPPED OF

PAVEMENT OR VEGETATION. WATERING, APPLICATION OF CALCIUM

CHLORIDE, OR OTHER PRIOR APPROVED MEANS OF DUST CONTROL

SHALL BE EMPLOYED TO PREVENT THE TRANSPORT OF DUST FROM THE

SITE. PERMANENT PAVEMENT, GRASSING, LANDSCAPING, AND OTHER

SITE WORK SHALL BE INCORPORATED AS SOON AS POSSIBLE.

25. CONSTRUCTION SHALL BE CARRIED OUT `IN THE DRY'. THE

CONTRACTOR SHALL REVIEW SITE CONDITIONS AND DETERMINE

METHODS AND EXTENT OF DEWATERING NECESSARY. NO ADDITIONAL

COMPENSATION SHALL BE PROVIDED FOR CONTROL OF GROUND OR

SURFACE WATER, OR FOR ADDITIONAL MATERIALS OR TIME REQUIRED

AS A RESULT OF INADEQUATE OR INSUFFICIENT DEWATERING.

26. ALL NEW SYSTEMS SHALL NOT BE PLACED IN SERVICE (FOR

TEMPORARY OR PERMANENT USE) UNTIL ALL TESTING AND

INSPECTIONS HAVE BEEN COMPLETED. TEST REPORTS AND AS-BUILTS

FOR THOSE SYSTEMS COMPLETED SHALL BE SUBMITTED AND

CLEARANCE OBTAINED FROM APPLICABLE UTILITIES AND PERMITTING

AGENCIES BEFORE ANY SUCH USE.

27. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION ARE

TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING

DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED THE

CONTRACTOR SHALL EMPLOY THE SERVICES OF A PROFESSIONAL

REGISTERED SURVEYOR TO REESTABLISH THE MONUMENT AND

REFERENCES AND PROPERLY NOTIFY LOCAL PUBLIC AGENCIES AND FILE

ALL REQUIRED DOCUMENTATION ALL AT NO ADDITIONAL COST TO THE

OWNER.

DRAINAGE NOTES:

1. CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS (BOTH

VERTICAL AND HORIZONTAL) OF ALL EXISTING UTILITIES WITH THE

PROJECT BOUNDARY BY HAND-DIGGING TEST PITS PRIOR TO

TRENCHING.

2. ALL DISTURBED AREAS SHALL BE SODDED WITH ARGENTINE BAHIA

SOD, UNLESS OTHERWISE NOTED ON PLANS, AS SOON AS IS

PRACTICABLE FOLLOWING MAJOR CONSTRUCTION ACTIVITIES.

CONTRACTOR IS RESPONSIBLE FOR WATERING AND MAINTENANCE OF

SOD UNTIL FINAL PROJECT ACCEPTANCE.

S ep te m be r

, 2

T :\2

M ar io n C ou nt y\

_O ak

R un

W W

TP

B uf fe r\ D

W G

\C -N

TL

G

.D W

G 1

A

B

C

D

E

F

G

H

2 3 4 5 6 7 8 9 10 11 12

1 2 3 4 5 6 7 8 9 10 11 12

C1.02

100% PLANS

09/19/2025

N O

TE

S

A N

D L

E G

E N

D S

N O

D

A

TE

R E

V

IS

IO

N

B Y

JOB NO:

925 S.E. 17th Street Suite A

Ocala, Florida 34471 Phone: (352) 861-7799 www.Ardurra.com

2025-1116-00

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

SE

CT

IO

N

5, T W

P.

6S , R

N G.

0E

, D

AT

U M

: 8

S O

U

TH

W E

S T

W R

F

LA

N D

S C

A P

E B

U

FF

E

PROPERTY BOUNDARY

OAK RUN WASTEWATER

TREATMENT FACILITY

OAK RUN RV &

BOAT STORAGE YARD

PROPERTY BOUNDARY

PROPERTY BOUNDARY

Ju ly

0, T

:\2

M ar io n

C ou nt y\

_O ak R un W

W

TP

B uf fe r\

D W

G \C

-A E

R

IA

L.

dw g S ep te m be r

, 2

T

:\2

M ar io n

C ou nt y\

_O ak R un W

W

TP

B uf fe r\

D W

G \C

-A E

R

IA

L.

dw g

A

B

C

D

E

F

G

H

C2.01

100% PLANS

09/19/2025

A E

R

IA

L M

A P

S O

U

TH

W E

S T

W R

F

LA

N D

S C

A P

E B

U

FF

E

D

A

TE

R E

V

IS

IO

N

B

925 S.E. 17th Street Suite A

Ocala, Florida 34471 Phone: (352) 861-7799 www.Ardurra.com

208.88

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

SCALE: FEET

1"=20' (22x34)

6" F

M

6" FM

6" FM

6" F

M

16" REUSE (DIP)

2" W

M

4" WM

4" WM

SAN

SANSANSANSANSAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

PROPERTY BOUNDARY

PROPERTY BOUNDARY

PROPERTY BOUNDARY

EXISTING DOUBLE ROLLER GATE AND SUPPORT

POSTS WITH ROLLER GUIDES TO BE ADJUSTED

TO LOCATION SHOWN. INSTALL SLATS AND

WINDSCREEN ON EXISTING CHAINLINK GATES

AND FENCE SECTION

REMOVE EXISTING

CHAINLINK FENCE

PROPOSED 8' TALL SOLID

PVC FENCE W/O BERM

BIOSOLIDS

DEWATERING

BUILDING

REMOVE EXISTING

CHAINLINK FENCE

ADMINISTRATIVE

BUILDING

DIGESTER TANK

PEAK SHAVING TANK

PROCESS UNIT #2

TANK

PROCESS UNIT #1

TANK

CONCRETE PAD

TO REMAIN

6' TYP.

PROPOSED 6' TALL SOLID

PVC FENCE W/ BERM

REMOVE EXISTING

CHAINLINK FENCE

ODOR

CONTROL

UNIT

12' TYP.

5'6" TYP.

PROPOSED 8' TALL SOLID

PVC FENCE W/O BERM.

MOUNT FENCE POSTS TO

EXISTING CONCRETE SLAB

N 1716848.43 E 569853.96

N 1716806.45 E 569894.98

N 1716803.07 E 570041.40

N 1716762.02 E 570070.15

N 1716642.74 E 570063.33

N 1716570.37 E 570062.53

N 1716559.42 E 570052.12

N 1716554.32 E 569891.96

N 1716558.92 E 569983.55

N 1716559.11 E 570020.94

N 1716656.51 E 570069.06

PROPOSED 6' TALL SOLID PVC

FENCE W/ 2' HIGH BERM.

BEGIN 2' HIGH LANDSCAPE BERM.

TRANSITION TO 6' HIGH FENCE AT

TOP OF BERM. BURY 8' HIGH FENCE

BOTTOM INTO BERM SO TOP OF

FENCE MATCHES AT CORNER.

END 2' HIGH LANDSCAPE BERM. SET

NEW FENCE CORNER POST NEXT TO

EXISTING CORNER POST SO THERE

IS LESS THAN 4" GAP.

N 1716624.96 E 570063.25

EXISTING ROLLER GATE TO REMAIN.

INSTALL SLATS AND WINDSCREEN ON

EXISTING CHAINLINK GATES AND FENCE

SECTION (40 LF)

6'0"

EXISTING LOW VOLTAGE CONDUITS.

CONTRACTOR TO VERIFY EXISTING

CONDUIT LOCATIONS PRIOR TO

EXCAVATION FOR FENCE AND

PLANTINGS.

LIMITS OF FILL FOR 2' BERM. SEE

SHEET L2.02 TYPICAL SECTION

FOR FENCE AND PLANTINGS.

LIMITS OF FILL FOR 2' BERM.

SEE TYPICAL SECTION FOR

FENCE AND PLANTINGS.

CONTRACTOR TO VERIFY EXISTING

WATERMAIN LOCATIONS PRIOR TO

EXCAVATION FOR FENCE AND

PLANTINGS.

N 1716558.27 E 569908.95

TERMINATE SOLID PVC FENCE AT

EXISTING CHAINLINK GATE POST.

PROPERTY BOUNDARY

BEGIN 2' HIGH LANDSCAPE BERM.

TRANSITION TO 6' HIGH FENCE AT

TOP OF BERM. BURY 8' HIGH FENCE

BOTTOM INTO BERM SO TOP OF

FENCE MATCHES.

BEGIN 2' HIGH LANDSCAPE BERM.

TRANSITION TO 6' HIGH FENCE AT

TOP OF BERM. BURY 8' HIGH FENCE

BOTTOM INTO BERM SO TOP OF

FENCE MATCHES AT CORNER.

A ug us t 1

, 2

T

:\2

M ar io n

C ou nt y\

_O ak R un W

W

TP

B uf fe r\

D W

G \C

-S P

.d w g S ep te m be r

, 2

T

:\2

M ar io n

C ou nt y\

_O ak R un W

W

TP

B uf fe r\

D W

G \C

-S P

.d w g

A

B

C

D

E

F

G

H

2 3 4 5 6 7 8 9 10 11 12

1 2 3 4 5 6 7 8 9 10 11 12

C2.02

100% PLANS

09/19/2025

S

IT

E P

LA

N

N O

D

A

TE

R E

V

IS

IO

N

B Y

JOB NO:

925 S.E. 17th Street Suite A

Ocala, Florida 34471 Phone: (352) 861-7799 www.Ardurra.com

2025-1116-00

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

SCALE: FEET

1"=20' (22x34)

SE

CT

IO

N

5, T W

P.

6S , R

N G.

0E

, D

AT

U M

: 8

S O

U

TH

W E

S T

W R

F

LA

N D

S C

A P

E B

U

FF

E R

LEGEND

= EXISTING MINOR CONTOUR

= EXISTING MAJOR CONTOUR

= FLOW ARROW

6" F

M

6" FM

6" FM

6" F

M

16" REUSE (DIP)

2" W

M

4" WM

4" WM

SAN

SANSANSANSANSAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

F-02

F-01

F-02

F-01

6' HT. SOLID PVC FENCE (START)

8' HT. SOLID PVC FENCE (END)

6' HT. SOLID PVC FENCE (END)

8' HT. SOLID PVC FENCE (START)

6' HT. SOLID PVC FENCE (END)

6' HT. SOLID PVC FENCE (START)

8' HT. SOLID PVC FENCE (END)

8' HT. SOLID PVC FENCE (START)

(2) 18' WIDE CHAINLINK ROLLER

GATE OPEN EACH DIRECTION

INSTALL FENCE SLATS AND

WINDSCREEN ON EXISTING

FENCE AND GATE TO

PROPERTY CORNER

F-02

8' HT. SOLID PVC FENCE (START)

8' HT. SOLID PVC FENCE (END)

F-02

INSTALL BAMBOO CLUSTERS 6' O.C. (TYP.)

S ep te m be r

, 2

C :\U se rs

\G ro sa \D

C \A

C C

D oc s\ A rd ur ra , I nc \2

4-

\P ro je ct

F ile s\

-P ro d\

-D w gs \L

-C

LP

.d w g

A

B

C

D

E

F

G

H

L1.01

LA

N

D S

C A

P E

P

D

A

TE

R E

V

IS

IO

N

B Y

JOB NO:

KENNETH SCOTT SMITH� RLA

LA666�18�

405 Golfway West Drive, Suite 201A St. Augustine, Florida 32095

Phone: (904) 593-5610 www.Ardurra.com

SCALE: 1"=20'

20' 40' 80'

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

100% PLANS

09/19/2025

S O

U

TH

W E

S T

W R

F

LA

N D

S C

A P

E B

U

FF

E R

2025-1116-00

NOTE: SEE SHEET L2.02 FOR PLANT AND FENCE SCHEDULES.

ep te m be r

, 2

C :\U se rs

\G ro sa \D

C \A

C C

D oc s\ A rd ur ra , I nc \2

4-

\P ro je ct

F ile s\

-P ro d\

-D w gs \L

-C

LP

.d w g

A

B

C

D

E

F

G

H

L2.01

N

D S

C A

P E

D E

TA

IL

D

A

TE

R E

V

IS

IO

N

B

Phone: (904) 593-5610 www.Ardurra.com

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

2" x 7" RIBBED TOP RAIL

(TYP)

THE SIZE AND DEPTH OF

FOOTING SHALL BE PER

MANUFACTURER'S

RECOMMENDATIONS

8'�0" (OC) (TYP)

7/8" x 7" VERTICAL RIBBED

TONGUE AND GROOVE

PICKETS (TYP)

2" x 7" RIBBED BOTTOM

RAIL (TYP)

6' �0

TY

P

2" C

LE

A R (M

A

TY

P

) FINISH GRADE

COMPACT SUBGRADE

TO MEET 95% PROCTOR

FENCE - 6'H PVC SOLID

1/2" 1'�0"

DETAIL±REFERENCES

5" x 5" x 9'H x 0.280 POST

WITH TRADITIONAL CAP

(TYP)

F�01

1 FENCE - 8'H PVC SOLID

1/2" 1'�0"

DETAIL±REFERENCES

8'�0" (OC) (TYP)

8' �0

TY

P

2" C

LE

A R (M

A

TY

P

COMPACT SUBGRADE

TO MEET 95% PROCTOR

8'�0" (OC) (TYP)

2" x 6" TOP RAIL (TYP)

THE SIZE AND DEPTH OF

FOOTING SHALL BE PER

MANUFACTURER'S

RECOMMENDATIONS

2" x 7" RIBBED BOTTOM

RAIL (TYP)

FINISH GRADE

5" x 5" x 9'H x 0.280 POST

WITH TRADITIONAL CAP (TYP)

7/8" x 7" VERTICAL RIBBED TONGUE

AND GROOVE PICKETS

THIRTEEN PER SECTION (TYP)

F�02

100% PLANS

09/19/2025

S O

U

TH

W E

S T

W R

F

LA

N D

S C

A P

E B

U

FF

E R

2025-1116-00

KENNETH SCOTT SMITH, RLA

LA6667187

NOTES:

1. CONTRACTOR TO MAKE MINIMAL ADJUSTMENT TO INSURE TOP OF REFLECTOR SIGN CLEARS GATE TOP RAIL AND TRACK WHEN GATE IS OPENED.

2. 3-BARBED WIRE STRANDS ANGLED OUT 45 DEGREES WITH GALVANIZED MTG. BRACKETS LATCH POST.

3. CHAINLINK FENCING SHALL BE PROVIDED WITH BLACK SLATS AT THE LOCATIONS INDICATED ON THE PLANS.

GRADE

CANTILEVER MANUAL GATE

CANTILEVER MANUAL GATE WITH SECTION

STRETCHER BARS

GALV. CLIPS 1�" MA; SPACING

TRUSS BARS AS RE4UIRED

INTERMEDIATE SUPPORTS

(8' O.C. SPACING MA;)

(2) MUTCD MARKERS (OM��1) MOUNTED

BACK TO BACK, TO FENCE FABRIC (TYP)

2�"

12'20' CLEAR OPENING PER GATE

2�"

ROLLER GUIDE ASSEMBLY

ROLLER GUIDE ASSEMBLY

(TYP)

8.625" OD GALV. STEEL POST

(SCHEDULE �0 PIPE)

FABRIC 6' O.C. # CENTER OF GATE

�9 TIE WIRES, 12" O.C.

2" 2"

8.625" OD GALV. STEEL POST

(SCHEDULE �0 PIPE)

2" S4UARE GALV. FENCE FABRIC WITH

BLACK HDPE SLATS

GALV. POST CAP

CENTERLINE OF

DRIVEWAY WHERE

TWO GATES MEET

NOT TO SCALE

GATE SECTION A

VINYL FENCE POST (TYP.)

VINYL FENCE

FACING AWAY

FROM PROPERTY

ROLLER GATE

INTERIOR TO SITE

te m be r

, 2

C :\U se rs

\G ro sa \D

C \A

C C

D oc s\ A rd ur ra , I nc \2

4-

\P ro je ct

F ile s\

-P ro d\

-D w gs \L

-C

LP

.d w g

A

B

C

D

E

F

G

H

L2.02

N

D S

C A

P E

D E

TA

IL

S

S C

H E

D U

LE

D

A

TE

R E

V

IS

IO

N

B

Phone: (904) 593-5610 www.Ardurra.com

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

100% PLANS

09/19/2025

S O

U

TH

W E

S T

W R

F

LA

N D

S C

A P

E B

U

FF

E R

2025-1116-00

KENNETH SCOTT SMITH, RLA

LA6667187

PROPERTY

BOUNDARY

BAMBOO

(SEE MATERIAL SCHEDULE

FOR SPECIFICATIONS)

OPAQUE FENCE

(SEE PLANS FOR SPECIFICATIONS)

BERM

(SEE CIVIL PLANS)

6.

2.

16.00'

6.00' LANDSCAPE BUFFER

8.

S<M%OL 4T< %OTANICAL NAME COMMON NAME CONT�RT%L CALI3ER HT ; S3R NATI9E 'RO8*HT REMARKS

TREES

�8 %AM%8SA TE;TILIS

*RACILIS

SLEN'ER :EA9ER

S %AM%OO 1� * N�A 1��1�

HT NO HI*H

CL8M3IN* %AM%OO, 1� CANES

3ER CONTAINER, )8LL TO

*RO8N'

3LANT SCHE'8LE

CO'E 'ESCRI3TION 4T< 'ETAIL

)8RNISHIN*S

)ENCE � 6CH 39C SOLI' ��� L) 'ANIELLE )ENCE � 6C HT� CE) LAKELAN' RESI'ENTIAL 9IN<L )ENCE � SOLI' 39C � COLOR� ALMON'

)ENCE � 8CH 39C SOLI' 18� L) 'ANIELLE )ENCE � 8C HT� CE) LAKELAN' RESI'ENTIAL 9IN<L )ENCE � SOLI' 39C � COLOR� ALMON'

)��1

RE)ERENCE NOTES SCHE'8LE

TYPICAL BERM SECTION - WITH FENCE AND PLANTING

NOT TO SCALE

6" FM

6" FM

6" F

M

16" REUSE (DIP)

2" W

M

4" WM

4" WM

SANSANSANSANSAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

C RS

CONTROLLER �)INAL LOCATION TO %E 'ETERMINE'�

RAIN SENSOR �)INAL LOCATION TO %E 'ETERMINE'�

2"

3OINT O) CONNECTION

�)INAL LOCATION TO %E 'ETERMINE'�

C1 ���71"

2" 11

2"

1"

1"

S ep te m be r

, 2

C :\U se rs

\G ro sa \D

C \A

C C

D oc s\ A rd ur ra , I nc \2

4-

\P ro je ct

F ile s\

-P ro d\

-D w gs \L

-IR

R

.d w g

A

B

C

D

E

F

G

H

IR1.01

IR

R

IG

A

TI

O

N P

D

A

TE

R E

V

IS

IO

N

B

Phone: (904) 593-5610 www.Ardurra.com

SCALE: 1"=20'

20' 40' 80'

S<M%OL MAN8)ACT8RER�MO'EL�'ESCRI3TION 4T<

3I3E TRANSITION 3OINT A%O9E *RA'E

3I3E TRANSITION 3OINT )ROM 39C LATERAL TO 'RI3

T8%IN* :ITH RISER TO A%O9E *RA'E INSTALLATION�

AREA TO RECEI9E 'RI3LINE

H8NTER H'L�������R

H'L�������R� H8NTER 'RI3LINE :ITH ��� *3H )LO:� LI*HT

%RO:N T8%IN* :ITH 38R3LE STRI3IN*� EMITTERS AT ��"

O�C� 'RI3LINE LATERALS S3ACE' AT ��" A3ART, :ITH

EMITTERS O))SET )OR TRIAN*8LAR 3ATTERN� INSTALL

:ITH H8NTER 3L' %AR%E' OR 3L'�LOC )ITTIN*S�

�,16� L)

S<M%OL MAN8)ACT8RER�MO'EL�'ESCRI3TION 4T<

H8NTER IC9�*�R 1"

1IN�, 1�1��IN�, �IN�, AN' �IN� 3LASTIC ELECTRIC REMOTE

CONTROL 9AL9ES, *LO%E CON)I*8RATION, :ITH N3T

THREA'E' INLET�O8TLET, )OR COMMERCIAL�M8NICI3AL

8SE� :ITH RECLAIME' :ATER I', 38R3LE HAN'LE�

H8NTER 3�C����

LI*HT COMMERCIAL RESI'ENTIAL CONTROLLER,

��STATION %ASE MO'8LE CONTROLLER, 1�� 9AC,

O8T'OOR�IN'OOR MO'EL

H8NTER MINI�CLIK

RAIN SENSOR, MO8NT AS NOTE'

IRRI*ATION LATERAL LINE� 39C CLASS ��� S'R �1�N3 1" �78�� L)

IRRI*ATION LATERAL LINE� 39C CLASS ��� S'R �1�N3 1

1��" 1��1 L)

IRRI*ATION MAINLINE� 39C CLASS ��� S'R �1�N3 1 1��" �8�� L)

3I3E SLEE9E� 39C SCHE'8LE �� �" �7�1 L)

C

RS

9DOYH NXPEHU

9DOYH )ORZ

9DOYH SL]H

9DOYH CDOORXW

IRRI*ATION SCHE'8LE

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

100% PLANS

09/19/2025

S O

U

TH

W E

S T

W R

F

LA

N D

S C

A P

E B

U

FF

E R

2025-1116-00

*HQHUDWHG� ���������� ����7

3�O�C� N8M%ER� �1

:DWHU SRXUFH IQIRUPDWLRQ� RHFODLPHG

)LO: A9AILA%LE

3RLQW RI CRQQHFWLRQ SL]H� 1 1��"

)ORZ AYDLODEOH ���1� *3M

3RESS8RE A9AILA%LE

SWDWLF 3UHVVXUH DW 3OC� 6� 3SI

3UHVVXUH AYDLODEOH� 6� 3SI

'ESI*N ANAL<SIS

MD[LPXP SWDWLRQ )ORZ� ���7� *3M

)ORZ AYDLODEOH DW 3OC� ���1� *3M

RHVLGXDO )ORZ AYDLODEOH� ���� *3M

CULWLFDO SWDWLRQ� C1

'HVLJQ 3UHVVXUH� �� 3SI

)ULFWLRQ LRVV� ��7� 3SI

)LWWLQJV LRVV� ���8 3SI

EOHYDWLRQ LRVV� � 3SI

LRVV WKURXJK 9DOYH� ���� 3SI

3UHVVXUH RHT� DW CULWLFDO SWDWLRQ� ���� 3SI

LRVV IRU )LWWLQJV� ���� 3SI

LRVV IRU MDLQ LLQH� ���� 3SI

LRVV IRU 3OC WR 9DOYH EOHYDWLRQ� � 3SI

LRVV IRU %DFNIORZ� � 3SI

CULWLFDO SWDWLRQ 3UHVVXUH DW 3OC� ���� 3SI

3UHVVXUH AYDLODEOH� 6� 3SI

RHVLGXDO 3UHVVXUH AYDLODEOH� 16�6 3SI

CRITICAL ANAL<SIS

N8M%ER MO'EL SI=E T<3E *3M 3I3E 1" 3I3E 1 1��" 3SI 3RECI3

C1 H8NTER IC9�*�R 1" AREA )OR 'RI3LINE ���7� �78�� 1��1 ���� ���8 LQ�K

9AL9E SCHE'8LE

KENNETH SCOTT SMITH, RLA

LA6667187

te m be r

, 2

C :\U se rs

\G ro sa \D

C \A

C C

D oc s\ A rd ur ra , I nc \2

4-

\P ro je ct

F ile s\

-P ro d\

-D w gs \L

-IR

R

.d w g

A

B

C

D

E

F

G

H

IR2.01

IR

R

IG

A

TI

O

N D

E

TA

IL

D

A

TE

R E

V

IS

IO

N

B

Phone: (904) 593-5610 www.Ardurra.com

V A R

IE

S L E S S

TH

A N 4" O F

C O V E R

FINISHED GRADE

NOTES:

THIS DETAIL REPRESENTS SOLUTION WHERE 36" OF COVER CANNOT BE

ACHIEVED WHEN MAINLINE CROSSES A CULVERT

DETAIL±REFERENCES

FLOW

TO

LATERAL

LINES

SUB-BASE

THRUST BLOCK (TYPICAL)

TO BE PLACED OPPOSITE

SIDE OF FLOW TO

PROTECT FITTINGS FROM

WATER HAMMER. SEE

THRUST BLOCK DETAIL

SLEEVE TO BE 2X

DIAMETER OF MAINLINE

CLASS 200 PIPE BORE

SHOT REQUIRED

MAINLINE CLASS 200 PIPE

BOX CULVERT. SIZE VARIES

FLOW FROM

PUMP

" M

IN

45° ELBOW (TYP.)

" M

IN

TY

P

MAINLINE / LATERAL CULVERT CROSSING DETAIL

N.T.S.11

SLEEVING SECTION

SLEEVING AND TRENCHING DETAIL

1�2" 1 -0"

DETAIL±REFERENCES

PAVING

NOTES:

1. ALL PVC IRRIGATION SLEEVES TO BE SCH40 PVC AND ALL CONDUIT TO BE SCH80 PVC PIPE.

2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT.

3. EXTEND THE SMALLER SLEEVE TO 24-INCHES MINIMUM ABOVE FINISH GRADE.

4. MECHANICALLY TAMP TO 90%

5. PULLING PIPE IS PROHIBITED. ALL IRRIGATION PIPES AND ELECTRICAL WIRES SHALL BE IN SEPERATE SLEEVES. ANY PIPE RUNNING UNDER ANY PAVED SURFACE SHALL BE SLEEVED WHETHER SHOWN OR NOT.

6. NO JETTING OF PIPE ALLOWED.

-0 " M

IN

TO

F

IN

IS

H

G R A D E

-6 " M

IN

" M

A X

-6" MIN.

CONDUIT � SMALLER SLEEVE

SLEEVE (MAINLINE)

PVC CAP (TYP.)

24 VOLT ELECTRIC VALVE CONTROL WIRES

IRRIGATION MAIN (TYP.)

PVC IRRIGATIONAL LATERAL

METALLIC LOCATOR TAPE SEE

SPECIFICATIONS FOR DETAILS

COMPACTED CLEAN FILL TO 90%

-0 " M

IN

-0

M

IN

6" M

IN

" M

IN

TRENCH WIDTH MAY VARY

TRENCH SECTION

END OF SLEEVE � CONDUIT

SEAL BOTH ENDS WITH EXPANSION FOAM

MAINLINE LATERAL LINE OR WIRE

SCHEDULE 40 � 80 SLEEVE CONDUIT

SLEEVE ELEVATION

MAINLINE / LATERAL OBSTACLE CROSSING DETAIL

N.T.S.

DETAIL±REFERENCES

FINISHED GRADE

NOTES:

THIS DETAIL REPRESENTS SOLUTION WHERE 36" OF COVER CANNOT BE ACHIEVED

WHEN MAINLINE CROSSES A RCP

SUB-BASE

THRUST BLOCK

(TYPICAL) TO BE

PLACED OPPOSITE SIDE

OF FLOW TO PROTECT

FITTINGS FROM WATER

HAMMER. SEE THRUST

BLOCK DETAIL

MAINLINE CLASS

200 PIPE

FLOW FROM PUMP

45° ELBOW (TYP.)

" M

IN

TY

P

FLOW

TO

LATERAL

LINES

" M

IN

C O V E R

6" M

IN

IM

U M

S E P A R A

TI

O N

O R S

LE

E V E X

D

IA

M E

TE

R O F

M A

IN

LI

N E

OBSTACLE

" M

IN

HUNTER DRIPLINE - PLANTING BED CENTER FEED

N.T.S.

DETAIL±REFERENCES

A S S P E C

IF

IE

D

HUNTER DRIPLINE (HDL) PER PLAN1

ECO-INDICATOR ON SWING ARM

PLD OR PLD-LOC FITTINGS (TYP)3

AIR RELIEF VALVE IN VALVE BOX4

PLD TUBING EXHAUST HEADER5

FLUSH POINT (PLD-BV) IN SUBTERRANEAN BOX PER PLAN

LEGEND:

HDL TUBING SUPPLY HEADER7

DRIP CONTROL ZONE KIT PER PLAN8

NOTES:

1. AIR RELIEF VALVE (PLD-AVR) INSTALLED N VALVE BOX AT OPTIMAL HIGHEST POINT

FROM CONTROL ZONE KID. MULTIPLE AIR RELIEF VALVES MAY BE NEEDED TO

ACCOMMODATE DIFFERENCES IN GRADE.

2. ECO-INDICATOR TO BE INSTALLED AT OPTIMAL FURTHEST POINT FROM CONTROL

ZONE KIT IN CLEAR VIEW WHEN POPPED UP.

3. FLUSH POINT TO BE INSTALLED AT OPTIMAL FURTHEST POINT FROM CONTROL ZONE

KID TO ALLOW FOR MAXIMUM DEBRIS FLUSH IN SYSTEM.

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

100% PLANS

09/19/2025

S O

U

TH

W E

S T

W R

F

LA

N D

S C

A P

E B

U

FF

E R

2025-1116-00

KENNETH SCOTT SMITH, RLA

LA6667187