9-26B-083 Golden Holiday Bid Plans (D-signed).pdf

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EXISTING GOLDEN

HOLIDAY WWTF

PROJECT

LOCATION

925 S.E. 17th Street, Suite A Ocala, Florida 34471

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

MChauncey Text Box This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

MChauncey Text Box

BID ISSUE PLANS

DATE: 3/31/2026

STANDARD ABBREVIATIONS:

ENGINEERING LEGEND:

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DATE:

JOB NO:

1/21/2026

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

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100% PLANS

1/21/2026

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

Ocala, Florida 34471 Phone: (352) 861-7799 www.Ardurra.com License #26531

19OFC1.01

S

SURVEY BASEMAP LEGEND AND ABBREVIATIONS:

BID ISSUE PLANS

2/17/2026

BID ISSUE PLANS

3/31/2026

MChauncey Text Box This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

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100% PLANS

1/21/2026

DATE:

JOB NO:

1/21/2026

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

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EROSION AND SEDIMENTATION CONTROL NOTES:

1. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE COORDINATED WITH THE

CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND WATER POLLUTION THROUGHOUT THE LIFE

OF THE CONSTRUCTION PHASE.

2. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL USUALLY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR SYNTHETIC BALES TO PREVENT EROSION. FLOATING TURBIDITY CURTAINS SHOULD BE USED IN OPEN WATER SITUATIONS. DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES, AND OTHER EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS

WARRANT.

3. WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATERS FROM THE CONSTRUCTION AREA, THE WATER SHALL BE TREATED TO REDUCE TURBIDITY TO STATE WATER QUALITY STANDARDS PRIOR TO DISCHARGE TO THE WETLANDS. TREATMENT METHODS INCLUDE, FOR EXAMPLE, TURBID WATER BEING PUMPED INTO GRASSED SWALES OR APPROPRIATE VEGETATED AREAS (OTHER THAN UPLAND PRESERVATION AREAS AND WETLAND BUFFERS), SEDIMENT BASINS, OR CONFINED BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS, AND

KEPT CONFINED UNTIL ITS TURBIDITY LEVEL MEETS STATE WATER QUALITY STANDARDS.

4. THE CONTRACTOR SHALL PROVIDE ROUTINE MAINTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL FEATURES UNTIL THE PROJECT IS COMPLETE AND ALL BARED SOIL STABILIZED. SILTATION ACCUMULATIONS GREATER THAN THE LESSER OF 12 INCHES OR ONE-HALF THE DEPTH OF THE SILTATION CONTROL BARRIER SHALL

BE IMMEDIATELY REMOVED AND PLACED IN UPLAND AREAS.

5. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE OR IN THEIR PROPER SEQUENCE, AND MAINTAINED UNTIL PERMANENT PROTECTION IS

ESTABLISHED.

6. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND AIR AND WATER POLLUTION WILL BE MINIMIZED. STATE AND LOCAL LAWS SHALL BE COMPLIED WITH AT ALL TIMES.

7. TO MINIMIZE SOIL EROSION, PROPOSED LAND ALTERATION ACTIVITIES SHALL NOT UNNECESSARILY REMOVE EXISTING VEGETATION AND ALTER EXISTING TOPOGRAPHY. ADEQUATE PROTECTION MEASURES (I.E. SYNTHETIC BALES, BAFFLES, SODDING AND SANDBAGGING) SHALL BE PROVIDED, AS NECESSARY, TO MINIMIZE EROSION AND DOWNSTREAM SEDIMENTATION CAUSED BY SURFACE WATER RUN-OFF ON EXPOSED LAND SURFACES.

8. ALL NEW EROSION AND SILT CONTROL METHODS AND LOCATIONS INDICATED ON THIS PLAN SET ARE FOR START-UP AND GENERAL REFERENCE ONLY AND SHALL BE ADJUSTED, AS REQUIRED, TO SUIT THE PROCESS OF THE

CONSTRUCTION.

9. ANY AREAS SUBJECT TO EROSION MUST BE ADEQUATELY STABILIZED WITH VEGETATIVE MATERIAL THAT WILL, WITHIN A REASONABLE TIME FRAME, DETER SOIL DISTURBANCE. SODDING, PLUGGING, SPRIGGING. OR SEEDING IS ACCEPTABLE FOR STABILIZATION; HOWEVER, SODDING MAY BE REQUIRED IN AREAS OF EROSION-PRONE SOILS OR WHERE SLOPES ARE GREATER THAN 5:1. VEGETATION OTHER THAN GRASS IS ACCEPTABLE UNLESS OTHERWISE

SPECIFIED.

10. CONTRACTOR TO COMPLY WITH ALL REGULATIONS AS SET FORTH BY THE FDEP NPDES STORMWATER REGULATORY

PROGRAM.

11. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE A REVIEW OF THE SITE TO DETERMINE EXISTING CONDITIONS AND ANYTHING NOT COVERED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND SHALL NOT CONSTITUTE AN EXTRA, UNLESS APPROVED IN WRITING BY THE OWNER.

SEWER AND WATER SYSTEM NOTES:

1. ALL PVC PIPE 2-3 INCHES SHALL BE SCH 40 AND MEET REQUIREMENTS OF ASTM D-1785. PE PIPE 2" OR SMALLER

SHALL MEET THE REQUIREMENTS OF ASTM D-3035. ALL HDPE PIPE 3" AND SMALLER SHALL MEET THE REQUIREMENTS OF ASTM D-3035. ALL HDPE PIPE SHALL MEET REQUIREMENTS OF ASTM F-714.

2. VALVES AND FITTINGS SHALL BE IN ACCORDANCE WITH AWWA C110 OR AWWA C153.

3. ALL FORCEMAINS TO BE CONSTRUCTED WITH MINIMUM 3 FEET OF COVER.

4. APPROXIMATE FORCEMAINS DISTANCES SHOWN ARE BETWEEN CENTERS OF MAIN FITTINGS. THE CONTRACTOR

SHALL PROVIDE ALL FITTINGS REQUIRED FOR A COMPLETE FORCEMAIN SYSTEM.

5. NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY SYSTEM.

6. SANITARY SEWERS, FORCEMAINS, AND STORM SEWERS SHOULD ALWAYS CROSS UNDER WATER MAINS. SANITARY SEWERS, FORCEMAINS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18-INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER

PIPE WHENEVER POSSIBLE.

7. WHERE SANITARY SEWERS, FORCEMAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18-INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED.) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE, AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6-INCHES MUST BE MAINTAINED AT

THE CROSSING.

8. WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER THE WATER MAIN, THE CRITERIA FOR MINIMUM SEPARATION OF 18-INCHES BETWEEN LINES AND 10 FEET BETWEEN JOINTS SHALL BE REQUIRED.

9. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE CROSSING SHALL BE

ARRANGED TO MEET THE REQUIREMENTS ABOVE.

10. ALL NON-METALLIC PIPE WILL BE INSTALLED WITH (2) 10 GAUGE COPPER TRACER WIRES.

11. FHA EL= REFERENCE FLANGE ELEVATION (NAVD1988)

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING RECORD/AS-BUILT DRAWING INFORMATION INCLUDING, BUT NOT LIMITED TO, FINISHED GRADE ELEVATIONS, TIES TO WATER LINES, VALVES, BENDS, SERVICE CONNECTIONS, ELEVATIONS OF PIPES WHERE DEPTH OF COVER VARIES FROM DESIGN, LOCATIONS OF SAMPLE POINTS FOR WATER COMPLIANCE TESTING, TIES TO SANITARY SEWER LINES, MANHOLE RIM AND INVERT ELEVATIONS, CLEANOUTS AND SERVICE CONNECTIONS, TIES TO STORM SEWER LINES, STRUCTURE TOP AND INVERT ELEVATIONS, PLUS LOCATIONS, DIMENSIONS, AND ELEVATIONS OF ALL OTHER CONSTRUCTION COMPONENTS WHICH VARY FROM THE DESIGN. RECORD/AS-BUILT INFORMATION SHALL BE RECORDED ON A COPY

OF THE DESIGN PLANS AS FOLLOWS:

- DRAW AN OVAL AROUND FEATURES OR INFORMATION THAT HAVE NOT DEVIATED FROM THE ORIGINAL DESIGN

PLANS. OVALS ARE TO BE DRAWN IN GREEN.

- STRIKE THROUGH PHYSICAL FEATURES OR INFORMATION THAT HAVE DEVIATED FROM THE ORIGINAL DESIGN

PLANS. STRIKE THROUGHS ARE TO BE DRAWN IN RED.

- DRAW THE NEW LOCATION IN RED OF FEATURES THAT DEVIATED FROM THE ORIGINAL. INCLUDE ACCURATE

DIMENSIONS TAKEN FROM FIELD MEASUREMENTS OF THE DEVIATION.

- RECORD CHANGES IN RED OF INFORMATION FOR COMPONENTS SUCH AS PIPE TYPES, VALVE TYPES, PIPE SIZES, ETC.

- ANY AND ALL DEVIATION THAT CANNOT BE SHOWN USING THE ABOVE METHODS OR THAT NEED FURTHER

EXPLANATION ARE TO BE DESCRIBED IN WORDS ON THE AS-BUILT DRAWINGS.

- THE COMPLETED AS-BUILTS ARE TO BE SIGNED AND DATED BY THE CONTRACTOR WITH THE FOLLOWING

WRITTEN STATEMENT: "I, (NAME OF PERSON CERTIFYING AS-BUILTS) CERTIFY THAT THE INFORMATION

SHOWN ON THESE AS-BUILTS IS CORRECT AND /OR ACCURATE".

15. BEDDING AND TRENCHING SHALL FOLLOW DETAIL UT103 ON SHEET C7.02 IN ALL LOCATIONS EXCEPT WHERE UNSUITABLE SOILS MAY BE ENCOUNTERED. SHOULD UNSUITABLE SOIL CONDITIONS BE ENCOUNTERED DURING TRENCHING, DETAIL UT 102 SHALL BE USED. REFER TO GEOTECHNICAL REPORT FOR EXISTING SOIL TESTING

COMPLETED.

PAVING, GRADING, AND DRAINAGE NOTES:

1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH MARION COUNTY STANDARDS AND

SPECIFICATIONS.

2. ALL EARTHWORK AND PLACEMENT OF FILL TO CONFORM TO THE MORE STRICT OF THE MARION COUNTY LAND

DEVELOPMENT CODE TECHNICAL SPECIFICATIONS OR THE GEOTECHNICAL REPORT.

3. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY PROVISIONS OF LAND DEVELOPMENT CODE SHALL BE PRUNED IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A-300 PRUNING

STANDARDS.

4. STAKED SILT FENCE SHALL BE INSTALLED PRIOR TO EARTHWORK OPERATIONS COMMENCING AND IS TO BE

MAINTAINED THROUGH PROJECT COMPLETION.

5. ALL DRIVEWAYS WITHIN THE PROJECT LIMITS ARE CONSTRUCTED OF STANDARD CONCRETE UNLESS OTHERWISE

NOTED ON THE PLANS.

6. EXISTING STORM PIPE, DRIVEWAY CULVERTS, AND STRUCTURES ARE INTENDED TO REMAIN. ANY STORM PIPES AND STRUCTURES REMOVED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE-KIND MATERIALS. ANY UTILITY INSTALLATION ENCROACHING WITHIN TWO FEET OF EXISTING STORM PIPE AND STRUCTURES ARE ASSUMED TO REQUIRE EXCAVATION, REMOVAL, AND REPLACEMENT OF EXISTING STORM PIPES AND STRUCTURES.

REFER TO TOPOGRAPHICAL SURVEY FOR PREEXISTING CULVERT INVERT ELEVATIONS FOR RESTORATION.

GENERAL NOTES:

1. ALL PRACTICABLE AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO CONTROL AND PREVENT

EROSION AND TRANSPORT OF SEDIMENT MATERIAL TO INLETS, SURFACE DRAINS, WETLANDS AND LAKE AREAS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RESTORATION EFFORTS THAT MAY BE REQUIRED.

2. THE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THIS PROJECT BY WATERING OR OTHER METHODS AS REQUIRED AND/OR ACCEPTED BY THE OWNER AND/OR AUTHORIZED REPRESENTATIVE.

3. SPECIAL CARE SHALL BE TAKEN TO ENSURE THAT EXISTING TREES, THAT ARE NOT SPECIFIED TO BE REMOVED, REMAIN UNDAMAGED DURING CONSTRUCTION.

4. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITIES TO BE EXTENDED OR CROSSED AND CONTACT THE ENGINEER FOR RESOLUTION OF ANY CONFLICTS BETWEEN FIELD CONDITIONS AND

CONSTRUCTION DOCUMENTS.

5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF THE UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. THE CONTRACTOR SHALL NOTIFY "SUNSHINE" (1-800-432-4770) AND ALL UTILITY COMPANIES IN THE AREA FIVE (5) DAYS IN ADVANCE OF BEGINNING CONSTRUCTION.

6. DIGITAL OR ELECTRONIC REPRESENTATION OF THESE CONSTRUCTION PLANS DOES NOT CONSTITUTE A COORDINATE CONTROL MAP OR MATHEMATICALLY CONTROLLED INFORMATION FOR THE USE OF CONSTRUCTION STAKEOUT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND/OR CONTRACTOR'S SURVEYOR TO ENSURE THAT ANY DIGITAL OR ELECTRONIC REPRESENTATION OF THESE PLANS IS IN COMPLETE CONFORMANCE WITH ALL OF THE NOTATIONS, SPECIFICATIONS, DETAILS AND OTHER DATA APPEARING ON OR AS MAY BE DERIVED FROM THESE

CONSTRUCTION PLANS.

7. CONTRACTOR IS RESPONSIBLE FOR PREPARING AND IMPLEMENTING MAINTENANCE OF TRAFFIC PLANS AS

REQUIRED.

8. CONTRACTOR RESPONSIBLE FOR REPAIR AND REPLACEMENT OF INFRASTRUCTURE / FACILITIES WITHIN THE

RIGHT-OF-WAY THAT ARE DAMAGED DURING CONSTRUCTION ACTIVITY.

9. NO BURNING IS PERMITTED ON THE PROJECT.

10. SIDEWALKS SHALL BE CONSTRUCTED OF NATURAL OR COLORED CONCRETE AT 3,000 PSI IN STRENGTH, FIBER REINFORCED, AND A MINIMUM OF FOUR INCHES (4") IN THICKNESS. AT DRIVEWAY CROSSINGS, THE THICKNESS

SHALL BE A MINIMUM OF SIX INCHES (6"), UNLESS OTHERWISE SPECIFIED.

11. UTILITY LINES OF ALL KINDS, INCLUDING, BUT NOT LIMITED TO, ELECTRIC POWER AND LIGHT, TELEPHONE AND TELEGRAPH, CABLE TELEVISION, WATER, SEWER, AND GAS SHALL BE CONSTRUCTED AND INSTALLED BENEATH THE SURFACE OF THE GROUND WITH EXCEPTION OF SERVICE PEDESTALS, TRANSFORMERS, JUNCTION BOXES, AIR RELEASE ASSEMBLIES, FIRE HYDRANTS, AND RELATED APPURTENANCES AS APPROVED BY ENGINEER.

12. THERE ARE NO KNOWN HISTORIC RESOURCES ON SITE. HOWEVER, IF, DURING CONSTRUCTION ACTIVITIES, ANY EVIDENCE OF HISTORIC RESOURCES INCLUDING, BUT NOT LIMITED TO, ABORIGINAL OR HISTORIC POTTERY, PREHISTORIC STONE TOOLS, ARROWHEADS, BONE OR SHELL TOOLS, HISTORIC TRASH PITS, OR HISTORIC BUILDING FOUNDATIONS ARE DISCOVERED, WORK SHALL COME TO AN IMMEDIATE STOP, AT THE OBSERVATION LOCATION AND THE ENGINEER NOTIFIED. THE LOCAL MUNICIPALITY AND THE FLORIDA DIVISION OF HISTORICAL RESOURCES (STATE HISTORIC PRESERVATION OFFICER) SHALL BE NOTIFIED WITHIN TWO WORKING DAYS ONCE

THE OBSERVATION IS CONFIRMED BY THE EOR.

13. IF DURING CONSTRUCTION ACTIVITIES ANY EVIDENCE OF THE PRESENCE OF STATE OR FEDERALLY PROTECTED PLANT AND/OR ANIMAL SPECIES IS DISCOVERED, LOCAL MUNICIPALITY AND APPLICABLE AGENCIES SHALL BE NOTIFIED WITHIN TWO WORKING DAYS OF THE PLANT AND/OR ANIMAL SPECIES FOUND ON THE SITE. ALL WORK IN THE AFFECTED AREA SHALL COME TO AN IMMEDIATE STOP UNTIL ALL PERTINENT PERMITS HAVE BEEN OBTAINED, AGENCY WRITTEN AUTHORIZATION TO COMMENCE ACTIVITIES HAS BEEN GIVEN, OR UNLESS

COMPLIANCE WITH STATE AND FEDERAL GUIDELINES CAN BE DEMONSTRATED.

14. SITE TRIANGLES SHALL BE UNOBSTRUCTED, AND SHALL BE INSPECTED AND MAINTAINED IN CONFORMANCE WITH FDOT DESIGN MANUAL SECTION 212.11.1 AND RELATED EXHIBITS, INCLUDING 212.11.6 TREES AND VEGETATION.

15. AS APPLICABLE, ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF:

A. MARION COUNTY LAND DEVELOPMENT CODE

B. FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY STANDARD PLANS.

C. FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION

17. UNSUITABLE MATERIAL FOR TRENCH BACKFILL SHALL BE DEFINED AS PLASTIC CLAYS, SILTS, MUCKS, CONTAMINATED SOILS, OR ROCK EXCAVATION. IN THE EVENT UNSUITABLE MATERIAL IS ENCOUNTERED, CONTRACTOR SHALL NOTIFY COUNTY AND ENGINEER FOR CONCURRENCE AND REMOVAL FROM SITE. LOCATIONS OF UNSUITABLE MATERIALS MAY REQUIRE TYPE A BEDDING PER MARION COUNTY DETAIL UT102 ON C7.02.

19. CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SUPPORTING OVERHEAD UTILITIES. CONTRACTOR SHALL COORDINATE WITH DUKE ENERGY TO SUPPORT GUY LINES AND ANCHORS AND FOR ARRANGING POLE HOLDS OR

RELOCATIONS DURING PIPING INSTALLATIONS.

20. EXISTING TREES ON LIFT STATION SITE SHOWN TO BE OUTSIDE THE LIMITS OF CLEARING SHALL REMAIN AND

SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION.

SURVEY NOTES:

1. THE TOPOGRAPHIC SURVEY UPON WHICH THE PROJECT DESIGN IS BASED WAS PREPARED BY JCH CONSULTING

GROUP, INC. 426 SW 15TH STREET, OCALA, FL 34471.

2. BEARINGS AND COORDINATES SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, WEST ZONE, NORTH AMERICAN DATUM OF 1983 (NAD 83), WITH 2011 ADJUSTMENT, AS DERIVED FROM THE

FLORIDA DEPARTMENT OF TRANSPORTATION VIRTUAL REFERENCE STATION NETWORK.

3. SUBJECT TO RIGHTS OF WAY, RESTRICTIONS, EASEMENTS, AND RESERVATIONS OF RECORD. PUBLIC RECORDS

NOT SEARCHED BY JCH CONSULTING GROUP, INC.

4. RIGHT OF WAY FOR BLITCHTON ROAD AS SHOWN IS BASED ON FOUND MONUMENTATION, RIGHT OF WAY FOR N.W.

16TH LANE IS BASED ON GOLDEN HOLIDAY UNIT 2, AS PLAT THEREOF RECORDED IN PLAT BOOK "N", PAGE 38 OF

THE PUBLIC RECORDS OF MARION COUNTY, FLORIDA.

5. TOPOGRAPHIC DATA AND TREE LOCATIONS ARE BASED ON AREA AS SPECIFIED BY CLIENT.

6. VERTICAL DATUM IS BASED ON NATIONAL GEODETIC SURVEY CONTROL POINT E 427, ELEVATION 83.32' (NAVD 1988).

7. THE PROPERTY IN THE VICINITY OF THE PROJECT AREA APPEARS TO LIE IN ZONE "X" (AN AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), ACCORDING TO FLOOD INSURANCE RATE MAP NO.

12083C0508E (FIRM) AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), EFFECTIVE APRIL 19, 2017.

8. NOT ALL UTILITIES WERE FIELD VERIFIED FOR THE TOPOGRAPHIC SURVEY. THEREFORE, THE INFORMATION CONTAINED ON THE DRAWINGS ARE BEST AVAILABLE INFORMATION RECEIVED FROM UTILITIES AT THE TIME OF

DESIGN. THE FOLLOWING UTILITIES ARE KNOWN TO BE WITHIN THE PROJECT LIMITS:

· LUMEN

· CITY OF OCALA (WATER AND SEWER)

· CITY OF OCALA ELECTRIC (TRANSMISSION AND DISTRIBUTION)

· DUKE ENERGY (TRANSMISSION AND DISTRIBUTION)

· MARION COUNTY UTILITIES (WATER AND SEWER)

· TECO PEOPLES GAS

12. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED THE CONTRACTOR SHALL EMPLOY THE SERVICES OF A PROFESSIONAL REGISTERED SURVEYOR TO REESTABLISH THE MONUMENT AND REFERENCES AND PROPERLY NOTIFY ALL PUBLIC AGENCIES AND FILE ALL REQUIRED DOCUMENTATION ALL AT NO

ADDITIONAL COST TO THE OWNER.

13. THE CONTRACTOR'S SURVEYOR SHALL REESTABLISH ALL ROAD AND RIGHT OF WAY CONTROL BEFORE STARTING

CONSTRUCTION, IF APPLICABLE.

14. EXISTING UTILITIES SHOWN IN PROFILE VIEW ARE PROVIDED AS INFORMATION ONLY AND HAVE NOT BEEN FIELD

VERIFIED.

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Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

Ocala, Florida 34471 Phone: (352) 861-7799 www.Ardurra.com License #26531

19OFC1.02

FDOT NOTES:

1. MARION COUNTY UTILITIES WILL BE CONSTRUCTING THIS PROJECT WITH A NEW PUMP STATION AND THE

PROPOSED SEWER FORCEMAIN WITHIN FDOT RIGHT OF WAY. AFTER COMPLETION, MCU WILL TRANSFER OWNERSHIP, OPERATION, AND MAINTENANCE RESPONSIBILITIES TO CITY OF OCALA FOR THE PROPOSED

FORCEMAIN WITHIN FDOT RIGHT OF WAY.

BID ISSUE PLANS

2/17/2026

BID ISSUE PLANS

3/31/2026

MChauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

N.W. 32ND AVENUE

EXISTING WWTF SITE

PROPOSED LS SITE

PROPOSED 3"

HDPE FORCEMAIN

CONNECT TO

EXISTING MANHOLE

21748-000-00

LINCOIN MEMORIAL GARDENS OF OCALA

21863-000-00

RURAL KING

21746-000-00

D & L REAL ESTATE

INVESTMENT LLC

21875-000-00

WELCH SANDRA COHEN

21839-000-00

TRIPLE V PROPERTIES

LLC 21885-000-00

CITY OF OCALA

21748-000-00

LINCOIN MEMORIAL GARDENS OF OCALA

21748-000-00

LINCOIN MEMORIAL GARDENS OF OCALA

21699-000-28

BLITCHTON OCALA LP

OTTER SELF STORAGE

22147-000-00

INTERIAN PROPERTIES LLC

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LC

21886-000-00

SEPIDEH BALDWIN LVG

TRUST

(FAITH CEMETARY)

21888-000-00

SEPIDEH BALDWIN LVG

TRUST

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LC

21889-008-00

WILLIAMS DAVID E.

21889-006-00

WILLIAMS DAVID E.

21889-007-00

DAVID MEDINA

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21741-000-00

WAC INC

21741-001-00

WEATHERS

ADJUSTMENT CO

21699-000-33

ROBLES GARY M

2172-0019-33

CITY OF OCALA

2172-019-000

MARION COUNTY

21739-000-00

THE CHAPEL OCALA INC

21739-001-00

GENERATIONS SEVEN

INC

21744-000-00

KLEIN H RANDOLPH REV

TRUST

21839-001-00

TRIPLE V PROPERTIES LLC

(SUNBELT RENTALS)

21699-000-27

SHOWCASE INVESTMENT GROUP LLC

(BUTLER INSURANCE GROUP)

21877-000-00

WELCH SANDRA

21906-000-00

KLEIN H RANDOLPH REV

TRUST

21873-000-00

(TRI-COUNTY METALS)

21848-000-00

KING MARY ROSETTA

EST

21889-003-00

BRYANT BARBARA M ET AL N

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7T H

AV

EN

U E

N.W. 16TH LANE

SHEET C3.04

SHEET C3.02

SHEET C3.03

SHEET C3.05

N.W. OLD BLITCHTON ROAD

U.S. HIGHW

AY 27

(N.W

. BLITCHTON ROAD)

21748-000-00

LINCOIN MEMORIAL GARDENS OF OCALA

SHEET C3.01

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B Y

DATE:

JOB NO:

01/21/2026

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

A

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100% PLANS

01/21/2026

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

Ocala, Florida 34471 Phone: (352) 861-7799 www.Ardurra.com License #26531

SCALE: FEET

200'100'

(22" x 34" PLOT) SCALE: 1"=100' (11" x 17" PLOT) SCALE: 1"=200'

19OFC2.01

NOTE:

1. US 27 IS F.D.O.T. MAINTAINED.

ALL OTHER ROADS SHOWN ARE

CITY OF OCALA MAINTAINED.

BID ISSUE PLANS

2/17/2026

BID ISSUE PLANS

3/31/2026

MChauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

APPARENT RIGHT

OF WAY

12'X6' HORIZONTAL

DIRECTIONAL BORE PIT

BEGIN DIRECTIONAL BORE

STA: 56+20.70

OFF: 4.25' LT.

PROPOSED (2) 265' OF 4" PVC

CONDUIT FOR NEW 3 PHASE ELECTRIC

SERVICE. CONDUCTORS TO BE

PROVIDED AND INSTALLED BY CITY OF

OCALA.

PROPOSED 3 PHASE

TRANSFORMERS

NW 16th LnNW nd A ve

APPARENT RIGHT

OF WAY

0'

1.

5'

EDGE OF CURB

6.

0'

BEGIN FDOT

PERMITTED WORK

US Hwy 27 1.9

SOIL BORING #1

WM

WM

WM

WM WM

PROPOSED 200' OF 2" SCH 40 PVC

WM. SEE SHEET C5.01

EXISTING GROUND

ALONG ALIGNMENT

ROADWAY

EXISTING GROUND

ALONG ALIGNMENT

ROADWAY

ARV

AP

PA

RE

N

T

RI

GH

T

O F

W

AY

PR

OPO

SE

D 3

PH

AS

E

TR

AN

SF

ORM

ER

S

AP

PA

RE

N

T

RI

GH

T

O F

W

AY

100' 1.5'

6.0'

BE

GI

N F

DO

T

PE

RM

IT

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RK

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DATE:

JOB NO:

1/21/2026

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

A

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100% PLANS

1/21/2026

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

Ocala, Florida 34471 Phone: (352) 861-7799 www.Ardurra.com License #26531

19OFC3.01

LEGEND:

APPARENT RIGHT

OF WAY

APPARENT RIGHT

OF WAY

APPARENT RIGHT

OF WAY

APPARENT RIGHT

OF WAY

PROPOSED LIFT STATION

SITE SEE SHEET C5.01

END DIRECTIONAL DRILL

STA: 52+25

OFF: 48' LT.

12'X6' HORIZONTAL

DIRECTIONAL BORE PIT

1" FM ARV

(OFFSET)

3" 45° BEND

3" 45° BEND

3" 45° BEND

1" FM ARV

(OFFSET)

BID ISSUE PLANS

2/17/2026

BID ISSUE PLANS

3/31/2026

MChauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

12'X6' HORIZONTAL

DIRECTIONAL BORE PIT

BEGIN DIRECTIONAL BORE

STA: 56+20.70

OFF: 4.25' LT.

BEGIN DIRECTIONAL BORE

STA: 56+58.26

OFF: 1.75' LT.

EXISTING TELEPHONE VAULT

(NOT FIELD VERIFIED)

NW 16th Ln

N W

2n d Av e

APPARENT RIGHT

OF WAY

0'

1.

5'

EDGE OF CURB

6.

0'

BEGIN FDOT

PERMITTED WORK

END FDOT

PERMITTED WORK

US Hwy 27

1.

9'

SOIL BORING #2

PROPOSED 3" HDPE HORIZONTAL

DIRECTIONAL DRILL

EXISTING GROUND

ALONG ALIGNMENT

ROADWAY

15° ENTRY ANGLE

15° EXIT ANGLE

15° ENTRY ANGLE

PROPOSED 3" HDPE HORIZONTAL

DIRECTIONAL DRILL

ARV

EXISTING TELEPHONE VAULT

(DEPTH NOT FIELD VERIFIED)

BEGIN FDOT

PERMITTED

WORK

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DATE:

JOB NO:

1/21/2026

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

A

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100% PLANS

1/21/2026

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

Ocala, Florida 34471 Phone: (352) 861-7799 www.Ardurra.com License #26531

19OFC3.02

EXISTING 16" WATERMAIN

EXISTING 2" FIBER OPTIC

CONDUIT

PROPOSED 3" FM TO

RUN ON BACK OF

EXISTING 6' SIDEWALK

VIA HDD INSTALLATION

LEGEND:

RESTORE EXISTING

CROSSWALK STRIPING

DETAIL 'A'

SCALE: 1"=10'

END DIRECTIONAL DRILL

STA: 52+25.32

OFF: 48.39' LT.

12'X6' HORIZONTAL

DIRECTIONAL BORE PIT

1" FM ARV

(OFFSET)

1" FM ARV

(OFFSET)

1" FM ARV

(OFFSET)

12'x6' HORIZONTAL

DIRECTIONAL BORE PIT

REMOVE AND REPLACE

TYPE D CURB

US Hwy 27

BID ISSUE PLANS

2/17/2026

BID ISSUE PLANS

3/31/2026

MChauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

APPARENT RIGHT

OF WAY

4' OFFSET TYPICAL

DIRECTIONAL BORE PITBEGIN DIRECTIONAL BORE

END DIRECTIONAL BORE

STA: 59 +10

OFF: 15' RT.

BEGIN DIRECTIONAL BORE

STA: 59 +14

OFF: 15' RT.

12'X6' HORIZONTAL

DIRECTIONAL BORE PIT

PROPOSED 3" HDPE

FORCEMAIN

EXISTING 16"

WATER MAIN

12" MIN. WM CLEARANCE

EXISTING GROUND

ALONG ALIGNMENT

ROADWAY

EXISTING WATER

SERVICE

EXISTING WATER

SERVICE EXISTING BURIED

ELECTRIC

PROPOSED 3" HDPE HORIZONTAL

DIRECTIONAL DRILL

PROPOSED 3" HDPE HORIZONTAL

DIRECTIONAL DRILL

15° EXIT ANGLE

15° ENTRY ANGLE

EXISTING BURIED

FIBER OPTIC

CABLE DUCT

12" MIN. WM CLEARANCE

EXISTING WATER

SERVICE

12" MIN. WM CLEARANCE

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DATE:

JOB NO:

1/21/2026

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

A

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O

FI

LE

100% PLANS

1/21/2026

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

Ocala, Florida 34471 Phone: (352) 861-7799 www.Ardurra.com License #26531

19OFC3.03

NOTES:

1. WATER SERVICE ELEVATIONS ARE NOT FIELD

VERIFIED.

2. INSTALL FM WITH 12" MIN. VERTICAL SEPARATION

BELOW WATER SERVICES.

BID ISSUE PLANS

2/17/2026

BID ISSUE PLANS

3/31/2026

MChauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

APPARENT RIGHT-OF-WAY

APPARENT RIGHT-OF-WAY

4' OFFSET TYPICAL

END DIRECTIONAL BORE

STA: 65 +74

OFF: 15' RT.

END DIRECTIONAL BORE

STA: 71 +91

OFF: 15' RT.

12'X6' HORIZONTAL

DIRECTIONAL BORE PIT

12'X6' HORIZONTAL

DIRECTIONAL BORE PIT

PROPOSED 3" HDPE

FORCEMAIN

EXISTING 16"

WATER MAIN

EXISTING GROUND

ALONG ALIGNMENT

ROADWAY

EXISTING 8" PVC

WATERMAIN

PROPOSED 3" HDPE HORIZONTAL

DIRECTIONAL DRILL

PROPOSED 3" HDPE HORIZONTAL

DIRECTIONAL DRILL

15° EXIT ANGLE

15° EXIT ANGLE

EXISTING 8"

WATERMAIN

12" MIN. WM CLEARANCE

12" MIN. WM CLEARANCE

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DATE:

JOB NO:

1/21/2026

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

A

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

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FI

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100% PLANS

1/21/2026

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

Ocala, Florida 34471 Phone: (352) 861-7799 www.Ardurra.com License #26531

19OFC3.04

NOTES:

1. WATER SERVICE ELEVATIONS ARE NOT FIELD

VERIFIED.

2. INSTALL FM WITH 12" MIN. VERTICAL SEPARATION

BELOW WATER SERVICES.

BID ISSUE PLANS

2/17/2026

BID ISSUE PLANS

3/31/2026

MChauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

STA:83+50.00

OFFSET:0.00

N.1768549.02 E.602702.61

END PROJECT

4' OFFSET

TYPICAL APPARENT RIGHT-OF-WAY

APPARENT RIGHT-OF-WAY

12'x6' HORIZONTAL

DIRECTIONAL BORE PIT

12'X6' HORIZONTAL

DIRECTIONAL BORE PIT

BEGIN DIRECTIONAL BORE

STA: 78+14

OFF: 15' RT.

END DIRECTIONAL BORE

STA: 83 + 49

OFF: 15' RT.

1. CORE EXISTING MANHOLE

2. LINE EXISTING MANHOLE

3. CONNECT PROPOSED 3" HDPE FM

4. RESTORE ASPHALT PAVEMENT

BEGIN DIRECTIONAL BORE

STA: 77+88

OFF: 15' RT.

PROPOSED 3" HDPE

FORCEMAIN

EXISTING 16"

WATER MAIN

N .W

. 27TH

A

VEN

U

E

SOIL BORING #3

35.00'

127.44'NW 27TH AVENUE

EXISTING GROUND

ALONG ALIGNMENT

ROADWAY

ARV

SSMH-2

STA: 83+04.70 OFF: 0+00

RIM: 82.90'

INV: 73.72 (8" SAN N)

INV: 73.48 (8" SAN E)

INV: 73.72 (8" SAN S)

INV: 73.69 (8" SAN W)

EXISTING 18" RCP SD

EXISTING 18" PVC SD

EXISTING 16" PVC WM

EXISTING 8" PVC SS

15° EXIT ANGLE

15° ENTRY ANGLE

PROPOSED 3" HDPE HORIZONTAL

DIRECTIONAL DRILL

42" MIN CLEARANCE

15° ENTRY ANGLE

PROPOSED 3" HDPE HORIZONTAL

DIRECTIONAL DRILL

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DATE:

JOB NO:

1/21/2026

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

A

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

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100% PLANS

1/21/2026

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

Ocala, Florida 34471 Phone: (352) 861-7799 www.Ardurra.com License #26531

19OFC3.05

1" FM ARV

(OFFSET)

LEGEND:

BID ISSUE PLANS

2/17/2026

BID ISSUE PLANS

3/31/2026

MChauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

APPARENT

RIGHT-OF-WAY

EXISTING SPRINKLER HEAD

(TYP.) TO BE REMOVED

MCU PROPERTY

BOUNDARY

REMOVE EXISTING

SITE ACCESS GATE REMOVE WOVEN WIRE SITE FENCING.

REMOVE CHAINLINK FENCING AS IS

NECESSARY FOR CONSTRUCTION

PROPOSED KING MANHOLE

SHOWN FOR INFORMATIONAL

PURPOSES.

X

X

X

XX

TEMPORARY BYPASS

FORCEMAIN 3"HDPE

TEMPORARY BYPASS PUMP

AND FLOW METER

PROPOSED 3" FM

PROPOSED LIFT STATION

WET WELL SHOWN FOR

INFORMATIONAL PURPOSES

EXISTING GRAVITY

SEWER TO BE

REMOVED

DEMOLISH EXISTING

WASTE WATER

TREATMENT PLANT

EXISTING GRAVITY SANITARY SEWER

PIPE (TO REMAIN)

X

PROPOSED DOGHOUSE STYLE

MANHOLE.

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DATE:

JOB NO:

1/21/2026

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

A

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

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100% PLANS

1/21/2026

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

Ocala, Florida 34471 Phone: (352) 861-7799 www.Ardurra.com License #26531

SCALE: FEET

20'10'

(22" x 34" PLOT) SCALE: 1"=10' (11" x 17" PLOT) SCALE: 1"=20'

DEMOLITION NOTES:

1. DEMOLITION FOR THIS PROJECT SHALL BE LIMITED TO THE AREA AS SHOWN.

2. OWNER WILL REMOVE SALVAGEABLE PUMPS, METERS AND PANELS ONCE WWTF IS OFF-LINE. CONTRACTOR SHALL REMOVE

AND DISPOSE OF ALL REMAINING EQUIPMENT, PIPING, COVER, AND OTHER APPURTENANCES AT THE EXISTING WWTF.

3. CONTRACTOR SHALL PUMP OUT, EMPTY, AND DISPOSE BY LICENSED WASTEWATER HAULER, ALL LIQUIDS, GREASE, GRIT

AND OTHER DEBRIS WITHIN EXISTING WWTF AND U.G. PIPING.

4. REMOVE U.G. PIPING WITHIN LIMITS OF LIFT STATION WORK AREA AND WITHIN ROW AS APPLICABLE.

5. UTILIZE CLEAN BACKFILL TO FILL IN VOIDS. GRADE TO DRAIN.

6. KEEP TREES FOR BUFFER WHERE PRACTICAL.

7. DOGHOUSE MANHOLE SHALL BE INSTALLED PRIOR TO DEMOLITION OF WWTF. SEE SHEET C5.01.

8. EFFLUENT FLOW SHALL BE PUMPED VIA TEMPORARY BYPASS PUMPING AFTER DOGHOUSE MANHOLE IS INSTALLED AND

SEWER FORCEMAIN RECEIVES PARTIAL CLEARANCE FOR USE BY FDEP, MARION COUNTY UTILITIES, AND THE CITY OF

OCALA.

9. DEMOLISH AND REMOVE EXISTING WWTF TOP SLAB. DRILL HOLES IN THE BOTTOM OF EXISTING WWTF TANKS AND CRUSH

IN PLACE. BURY CRUSHED TANKS USING USCS SP CLASS SAND BACKFILL.

10. EXISTING WWTF TO BE FULLY DEMOLISHED AND DEBRIS CLEARED FROM SITE PRIOR TO LIFT STATION CONSTRUCTION.

LEGEND:

19OFC4.01

SITE DEMOLITIONSITE DEMOLITION

X

BID ISSUE PLANS

2/17/2026

BID ISSUE PLANS

3/31/2026

MChauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

X

PANEL PMCB RTU

METER DISCONNECT

W M

W M

W M

WM WM

WM

EXISTING WWTF TO

BE DEMOLISHED

SEE SHEET C4.01

X

X

XX

SPT #1

N:1770069.33

E:600298.61

PROPOSED 3" HDPE

FORCEMAIN

LS1, 5' WET WELL, LINED

STA: 56+41.77 (38.60'R)

RIM: 71.00

INV: 57.00

MH1-01, 5' MH, LINED, DROP (EXT.)

STA: 56+55.64 (33.62R)

RIM: 71.00

INV IN: 57.20 (N)

INV IN: 63.00 (NE) (DROP)

INV IN: 57.20 (NE)

INV OUT: 57.10 (W)

W M

PROPOSED 3PH BURIED

ELECTRIC SERVICE BY

CONTRACTOR

PROPOSED 3PH BURIED ELECTRIC

PRIMARY. INSTALL (2) 4" PVC

CONDUITS BY CONTRACTOR.

CONDUCTORS TO BE PERFORMED

BY CITY OF OCALA.

PROPOSED (2) 4" PVC 36"

LONG RADIUS SWEEPS

PROPOSED PAD MOUNT

TRANSFORMER. CONDUIT AND SLAB

BY CONTRACTOR. TRANSFORMER

TO BE PROVIDED BY CITY OF OCALA.

OPEN CUT AND TRENCH WIDTH

ASPHALT RESTORATION

X

MH1-02 DOGHOUSE 4' MH, LINED

COMPOSITE RING AND COVER

STA: 56+69.27 (13.60'R)

RIM: 71.00

INV IN: 65.15 (NE)

INV OUT: 63.25 (SW)

W M

W M

WM WM WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM WM

PROPOSED 200 LF OF 2" SCH40 PVC WM

FUTURE MANHOLE TO BE

INSTALLED BY OTHERS

2.3

2.3

PROPOSED 20 LF OF

2" SCH40 PVC WM

2" PVC CAP, SW

2" PVC TEE, SW

(2) 2" PVC GATE

VALVE & BOX

LOCATE AND CONNECT TO EXISTING PVC

WM WITH (2" PVC COUPLING, SW)

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DATE:

JOB NO:

1/21/2026

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

A

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

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BID ISSUE PLANS

3/31/2026

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

Ocala, Florida 34471 Phone: (352) 861-7799 www.Ardurra.com License #26531

SCALE: FEET

20'10'

(22" x 34" PLOT) SCALE: 1"=10' (11" x 17" PLOT) SCALE: 1"=20'

NOTES:

1. GRADE SITE AS INDICATED OR AS REQUIRED TO DIVERT RUN OFF AROUND

NEW LIFT STATION.

2. MAXIMUM SLOPE TO BE 6:1 (TYPICAL).

3. SOD ALL DISTURBED AREAS WITH EXCEPTION OF DRIVEWAY AND INSIDE

FENCE AREA.

4. SOD MATERIAL SHALL BE BAHIA GRASS IN ACCORDANCE WITH

SPECIFICATIONS.

5. CONTRACTOR SHALL PROVIDE DEWATERING AS NECESSARY FOR NEW

PIPING AND WETWELL INSTALLATIONS.

6. CONCRETE DRIVE SHALL BE MIN. 6" THICK (3000 PSI) WITH 6X6X10

W.W.M. ON COMPACTED SUBGRADE, 98% DENSITY. CONTRACTOR SHALL

SAWCUT CONTROL JOINTS EVERY 12' IN DRIVEWAY.

7. SUITABLE SOIL FILL MATERIAL SHALL BE PROVIDED BY CONTRACTOR.

UPPER FINE SANDS FOUND ON SITE IS SUITABLE FILL AND SHALL BE KEPT

SEPARATE FROM THE CLAYEY SOILS.

8. MINIMUM DISTANCE BETWEEN FENCE AND ALL INSTALLED EQUIPMENT

SHALL BE 5'. MINIMUM CLEAR SPACE IN FRONT OF PANELS SHALL BE 4'.

9. SEE SHEETS 6.01 THROUGH 6.03 FOR DETAILS.

10. SEE SHEETS 3.01 THROUGH 3.05 FOR PLAN AND PROFILE VIEW.

11. GRADE DRIVEWAY AS A DITCH BOTTOM TO ALLOW STORMWATER RUNOFF

IN SWALE.

19OFC5.01

X

LEGEND:

= AREAS INSIDE LIFT STATION FENCING SHALL RECEIVE ONE LAYER OF

NON-WOVEN GEOTEXTILE UNDERLAMINATE (MIRAFI N-SERIES

POLYPROPYLENE OR APPROVED EQUAL) UNDER A MINIMUM OF 6" OF FDOT

NO. 57 STONE EXCEPT FOR AREAS WITH CONCRETE, MANHOLE COVERS,

AND OTHER INSTALLED ABOVE GRADE APPURTENANCES.

= CONCRETE

= LIMITS OF CLEARING

= EXISTING GROUND SPOT ELEVATION

= EXISTING GROUND CONTOUR - MAJOR

= EXISTING GROUND CONTOUR - MINOR

= PROPOSED GROUND CONTOUR - MAJOR

= PROPOSED GROUND CONTOUR - MINOR

= PROPOSED DRAINAGE FLOW ARROW

= TREE REMOVAL

KEY NOTES:

5 FT. DIA LINED WETWELL, SEE DETAIL ON SHEET C6.03

5 FT. DIA LINED KING MANHOLE WITH 36" x 48" ALUMINUM ACCESS HATCH WITH LOCKSET AND RECESSED HANDLE

20 FT. WIDE 6 FT. HIGH CHAIN LINK DOUBLE SWING GATE, SEE DETAIL ON SHEET C6.03

3" MAGNETIC FLOW METER

CONTROL PANEL AND ANTENNA, SEE DETAIL ON SHEET C6.02

3" HDPE, DR-18 FORCEMAIN PIPING

1" PVC SCH 40 WATER SERVICE PIPING

8" PVC SDR26 PIPE STUBOUT, 20 LF @ 0.50% SLOPE FOR FUTURE CONNECTION. PLUG PIPE END WITH PVC CAP, MJ, RJ

1" BACKFLOW PREVENTER, SEE DETAIL ON SHEET C6.01

3/4" SCH 80 PVC CONDUIT WITH TRANSDUCER SIGNAL WIRE AND POWER CABLE. SEE DETAIL UT513 SHEET C6.01

6' CHAIN LINK FENCE WITH 3 STRANDS OF BARB WIRE. SEE DETAIL SHEET C6.03

PROPOSED 1.5" PVC WM AND WATER METER BOX

8" PVC SDR26 PIPE, 10 LF @ 0.50% SLOPE

8" PVC SDR26 PIPE, 19 LF @ 1.30% SLOPE

EXISTING 4' DIA. MANHOLE TO BE LINED. REMOVE AND DISPOSE OF EXISTING RING AND COVER. INSTALL NEW

COMPOSITE RING AND COVER.

MChauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

UTILITIES

UTILITIES UTILITIES UTILITIES

UTILITIES

1" POTABLE

WATER SERVICE

DOUBLE SERVICE METER

BOX (16" X 22" X 12")

4" SCH80 PVC CONDUIT

W/ TRANSDUCER SIGNAL

WIRE AND POWER CABLE

4" 180 DEGREE CONDUIT

JUNCTION BOX

2-#18 TSP (1 PR- 4-20 MA

SIGNAL) ENCASE WIRE IN

WEATHER RESISTANT

FLEX CONDUIT

PRESSURE TRANSDUCER

W/ 14" NPT

4-20 MA OUTPUT

0-100 PSI RANGE

0-100 PSIG PRESSURE

GAUGE W/ 14" NPT BACK

ENTRY

SCH80 34" X 34" X 34" SLIP

TEE W/

(2) SCH80 34" SLIP X 14" FIP

FOR PRESSURE GAUGE

AND PRESSURE

TRANSDUCER

SCH80 34" SLIP X 34" MIP

BRASS 1" MIP X 34" FIP

BALL VALVE BRANCH

ASSEMBLY

1" POTABLE WATER

SERVICE

NEPTUNE

POTABLE WATER

METER

UTILITIES

UTILITIES

N O

D

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IO

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B Y

DATE:

JOB NO:

1/21/2026

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

A

B

C

D

E

F

G

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2 3 4 5 6 7 8 9 10 11 12

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

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FT

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TA

TI

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N D

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TA

IL

S

BID ISSUE PLANS

3/31/2026

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

Ocala, Florida 34471 Phone: (352) 861-7799 www.Ardurra.com License #26531

19OFC6.01

BID ISSUE PLANS

2/17/2026

BID ISSUE PLANS

3/31/2026

MChauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

U T

ILIT

IE

S

UTILITIES

NOTES:

1. ALL MATERIAL SHALL BE 316 STAINLESS STEEL

2. CABLE HOOK TO BE PROVIDED BY PUMP SUPPLIER.

3. FLOAT RACK SHALL BE BOLTED TO NUT RAIL.

UTILITIES

NEMA 4X

CONTROL

PANEL

NEMA 7 OR 8

JUNCTION

BOX

U T

ILIT

IE

S

PANELJUNCTION

BOX

FLOW METER

TOTALIZER

N O

D

A

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R E

V

IS

IO

N

B Y

DATE:

JOB NO:

1/21/2026

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

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

SE

CT

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3E , D

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S

TA

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IL

S

100% PLANS

1/21/2026

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

Ocala, Florida 34471 Phone: (352) 861-7799 www.Ardurra.com License #26531

19OFC6.02

BID ISSUE PLANS

2/17/2026

BID ISSUE PLANS

3/31/2026

MChauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

U T

ILIT

IE

S

U T

ILIT

IE

S

UTILITIES

U T

ILIT

IE

S

8"

60°

U T

ILIT

IE

S

UTILITIES

N O

D

A

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R E

V

IS

IO

N

B Y

DATE:

JOB NO:

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

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

SE

CT

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6S

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3E , D

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EC

O

M M

IS

SI

O N

IN

G

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FT

S

TA

TI

O

N D

E

TA

IL

S

100% PLANS

01/21/2026

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

Ocala, Florida 34471

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

License #26531

19C6.03

208.69

01/21/2026

OF

BID ISSUE PLANS

2/17/2026

BID ISSUE PLANS

3/31/2026

MChauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

CALL

BEFORE

DIGGING

DISTANCE

TO MAIN

UTILITIES

N O

D

A

TE

R E

V

IS

IO

N

B Y

DATE:

JOB NO:

1/21/2026

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

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

SE

CT

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T:\208 Marion County\69_Golden Holiday Off-Site Sewer\dwg\_PE\14 DETAILS.dwg

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W

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C O

M M

IS

S

IO

N

IN

G

D E

TA

IL

S

100% PLANS

1/21/2026

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

Ocala, Florida 34471 Phone: (352) 861-7799 www.Ardurra.com License #26531

19OFC7.01

BID ISSUE PLANS

2/17/2026

BID ISSUE PLANS

3/31/2026

MChauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

39"

UTILITIES UTILITIES

1'

M

IN

3"

M

A X

2' 8"

4' MIN. 5" MIN.

6" MIN.

8" M

IN

9"

2" M

IN

N O

D

A

TE

R E

V

IS

IO

N

B Y

DATE:

JOB NO:

1/21/2026

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

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

SE

CT

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3E , D

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D.

19OF

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C O

M M

IS

S

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IN

G

D E

TA

IL

S

C7.02

100% PLANS

1/21/2026

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

Ocala, Florida 34471 Phone: (352) 861-7799 www.Ardurra.com License #26531

BID ISSUE PLANS

2/17/2026

BID ISSUE PLANS

3/31/2026

MChauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

6"

MIN.

6"

MIN.

2" M

IN

7" M

IN

12" MIN.

2500 PSI CONCRETE

AROUND MANHOLE

N O

D

A

TE

R E

V

IS

IO

N

B Y

DATE:

JOB NO:

1/21/2026

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

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

SE

CT

IO

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19OF

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W

TF

D E

C O

M M

IS

S

IO

N

IN

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D E

TA

IL

S

C7.03

100% PLANS

1/21/2026

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

Ocala, Florida 34471 Phone: (352) 861-7799 www.Ardurra.com License #26531

BID ISSUE PLANS

2/17/2026

BID ISSUE PLANS

3/31/2026

MChauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

D

A

TE

R E

V

IS

IO

N

B Y

DATE:

JOB NO:

1/21/2026

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

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

SE

CT

IO

N

1&

, T

W P.

6S

, R N

G.

3E , D

AT

U

M : F

L8 3.

W F-

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AV

D.

T:\208 Marion County\69_Golden Holiday Off-Site Sewer\dwg\_PE\17 MOT INDEX SHEETS.dwg

G O

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W

TF

D E

C O

M M

IS

S

IO

N

IN

G

M O

T D

E

TA

IL

S

100% PLANS

1/21/2026

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

Ocala, Florida 34471 Phone: (352) 861-7799 www.Ardurra.com License #26531

19OFC8.01

BID ISSUE PLANS

2/17/2026

BID ISSUE PLANS

3/31/2026

MChauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

D

A

TE

R E

V

IS

IO

N

B Y

DATE:

JOB NO:

1/21/2026

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

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

SE

CT

IO

N

1&

, T

W P.

6S

, R N

G.

3E , D

AT

U

M : F

L8 3.

W F-

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AV

D.

T:\208 Marion County\69_Golden Holiday Off-Site Sewer\dwg\_PE\17 MOT INDEX SHEETS.dwg

G O

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Y W

W

TF

D E

C O

M M

IS

S

IO

N

IN

G

M O

T D

E

TA

IL

S

100% PLANS

1/21/2026

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

Ocala, Florida 34471 Phone: (352) 861-7799 www.Ardurra.com License #26531

19OFC8.02

BID ISSUE PLANS

2/17/2026

BID ISSUE PLANS

3/31/2026

MChauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.