11-FDOT Utility Permit.pdf

Rule 14-46.001 F.A.C.

FLORIDA DEPARTMENT OF TRANSPORTATION December 14, 2016

UTILITY PERMIT

PERMIT NO:__________________________________

STATE ROAD INFORMATION

County: Section: State Road No: Beginning Mile Post: Ending Mile Post:

APPLICANT INFORMATION

The Utility Agency Owner (UAO) shall be identified in this Applicant Information Box. When the UAO is a City or County and desires to have the Utility Builder make a joint permit applicant, as prescribed in Section 2.1(4) of the 2017 Utility Accommodation Manual (UAM), the Utility Builder shall also be identified in this Applicant Information Box. A Utility Builder alone cannot apply for a utility permit without the City or County adding them as a joint applicant.

Utility Agency/Owner (UAO) Utility Builder (only applicable when the UAO is a City or County) Name: _____________________________________ Name: ______________________________________

Contact Person: _____________________________________ Contact Person: ______________________________________ Address: _____________________________________ Address: ______________________________________

City: _____________________________________ City: ______________________________________ State: _____ State: _____ Zip: _________ Zip: _________

Telephone: _____________________________________ Telephone: ______________________________________ Email: ____________________________________ Email: ______________________________________

WORK DESCRIPTION

The Applicant(s) requests permission from the Florida Department of Transportation (FDOT) to construct, operate, and maintain the utilities as described below and as depicted in the incorporated documentation.

Utility Work No: ___________________________

Additional sheets are attached and are incorporated into this permit Yes No For FDEP certification, the FDOT agency report is attached in accordance with UAM Section 2.4.1 (13) Yes No

TRAFFIC CONTROL (TCP)

The TCP will comply with the following 600 series index(es) ________________________________________________________________________ A TCP has been attached and incorporated into this permit application in compliance with UAM Section 2.4.2.

MOT Technician’s contact information (may be supplied at the two (2) business day notification to FDOT):

Name: ________________________________ Telephone ________________________ Email: _______________________________

COMMENCEMENT OF WORK

The UAO and/or Utility Builder shall commence actual construction in good faith within sixty (60) calendar days after approval of the permit application. If the beginning date is more than sixty (60) calendar days from the date of approval, the UAO and/or Utility Builder must review the permit with the FDOT Approving Engineer listed to make sure no changes have occurred to the transportation facility that would affect the permit’s continued approval. The UAO and/or Utility Builder shall make good faith efforts to expedite the work and complete the work within the calendar days indicated.

Anticipated Start Date: ___________________ Calendar days needed to completed: ________

Marion

(352) 307-4625 ext. ______

Florida

SR 500

Marion County Utilities

4/1/2026

18.127

11800 S US HWY 441

600, 611, 660, 604

34420

Installation of buried 3" HDPE sewer forcemain by means of horizontal directional drill. Installation will be below existing sidewalk and other existing utilities on the north side of roadway within US-27 (SR 500) right of way from NW 32nd Avenue to Old Blitchton Road. Bore contractor will need to verify exact position of utilities prior to bore installation.

Marion County Utilities will be constructing this project with a new pump station and the proposed sewer forcemain ... (see work description cont. page)

2025-H-595-00242

36070000

Marion County Utilities

Belleview

Utilities@marionfl.org

18.656

Approved 2025-H-595-00242

Nicole Aiton 1/8/2026

Florida Department of Transportation

UTILITY PERMIT

December 14, 2016

PERMIT NO:_________________________________

APPLICANT SIGNATURE

By the below signature(s) the UAO and/or Utility Builder agree(s) to construct, operate, and maintain the work as noted in the above Work Description, shown in plans and incorporated documents, in compliance with the UAM, all instructions noted in the FDOT Special Instructions Box, and special instructions incorporated into this permit. The UAO and/or Utility Builder declares, the location of all existing utilities that it owns or has an interest in, both aerial and underground, are accurately shown on the plans of the work areas. In accordance with UAM Section 2.8, the UAO and/or Utility Builder further declares that a letter of notification was delivered to the owners of other facilities within the work areas and that those listed below are the only facility owners known to be involved or potentially impacted by the proposed work.

Date Notified: Name of other facility owners (attach additional sheets if necessary).

Utility Agency/Owner Utility Builder (when applicable)

Signature: ____________________________ Date: ________________ Signature:___________________________ Date: _______________ Name (printed): _____________________________________________ Name (printed): __________________________________________ Title: ______________________________________________________ Title: ___________________________________________________

FDOT PROJECT INFORMATION

Pursuant to UAM Section 2.1(10), the utility work is within FDOT projects listed below and must have a Utility Work Schedule for each project approved prior to commencement of work within the FDOT project limits:

FDOT SPECIAL INSTRUCTIONS

In accordance with UAM Section 2.7, FDOT incorporates the below and attached special instructions into this permit.

Additional FDOT Special Instructions are attached and incorporated into this permit. Yes No

PERMIT APPROVAL

By signature below, FDOT gives permission to the UAO and /or Utility Builder to construct, operate, and maintain the utilities indicated in this Utility Permit in compliance with the UAM, all incorporated documents, and special instructions. Any changes to the approved work must be approved by the FDOT’s Approving Engineer and attached and incorporated into this permit in accordance with UAM Section 2.11.

Approving Engineer: _____________________________________________ Date: _______________ Name: _____________________________________________

Title:______________________________________________

Notification of Utility Work to be provided to: Telephone _____________________ or Email: _____________________________

An FDOT Representative is required to be present on the worksite prior to commencement of work. Yes No Rep. Name: _____________________________ Telephone _____________________ Email: _____________________________

1/8/2026

No EB or WB lane closures 3:00pm-6:00pm No open trenches or bore pits to be left open overnight. Open trenches and bore pits must be restored by the end of each day’s work shift. When working within 500’ of a signalized intersection or other traffic control devices contact City of Ocala, Nick Blizzard, at 352-351-6707 a minimum of two (2) business days prior to work.

Installation of buried 3" HDPE sewer forcemain by means of horizontal directional drill ... (see special instructions cont. page)

11/6/2025

(352) 620-3000 ext. ______ D5-595Permits@dot.state.fl.us

Nicole Aiton

Nicole Aiton (digital signature) raul.cepeda@oasislandscapeservices.com

JOSH KRAMER (digital signature)

City of Ocala - Water11/4/2025 Centurylink (Lumen)11/4/2025 TECO Peoples Gas11/4/2025 City of Ocala - Electric11/4/2025

JOSH KRAMER

3526727299Raul Cepeda

OPERATIONS PROGRAM ENGINEER

2025-H-595-00242

There are NO FDOT constructions (proposed or underway).

This work is NOT related to an approved Utility Work Schedule.

Approved 2025-H-595-00242

Florida Department of Transportation

UTILITY PERMIT

December 14, 2016

PERMIT NO:_________________________________

CERTIFICATION

I, the undersigned UAO and/or Utility Builder, hereby CERTIFY that the utilities were constructed and inspected in compliance with the UAM all incorporated documents, and special instructions. Pursuant to UAM Section 2.11, all changes have been approved by the FDOT’s Approving Engineer and incorporated into this permit along with all other material certifications, test results, bore logs, approved plans changes, as-built plans or other required documentation.

I also CERTIFY that work began on ________________ and was completed on ________________ and that the area was left in as good or better condition than when the work began.

Utility Agency/Owner Utility Builder (when applicable)

Signature: ____________________________ Date _________________ Signature:___________________________ Date ________________ Name (printed): _____________________________________________ Name (printed): ____________________________________________ Title: ______________________________________________________ Title: ____________________________________________________

FINAL INSPECTION OF WORK

The work was inspected and found to be in non-compliance as noted below:

All issues of non-compliance listed above have been brought into compliance and/or FDOT has no outstanding issues that need to be addressed by the UAO and/or Utility Builder. However, this final inspection does not release the UAO and/or Utility Builder of their continuing responsibilities pursuant to Rule 14-46.001, the UAM, all incorporated documents, and special instructions.

FDOT Inspector: _____________________________________________ Date: _______________ Name: _____________________________________________

Title: ______________________________________________

2025-H-595-00242

Approved 2025-H-595-00242

PERMIT NO.:

The complete Work Description could not fit in the space allotted on Page 1 of the Utility Permit so it is displayed below.

Work Description work description continuation page

2025-H-595-00242

Installation of buried 3" HDPE sewer forcemain by means of horizontal directional drill. Installation will be below existing sidewalk and other existing utilities on the north side of roadway within US-27 (SR 500) right of way from NW 32nd Avenue to Old Blitchton Road. Bore contractor will need to verify exact position of utilities prior to bore installation.

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.

Approved 2025-H-595-00242

PERMIT NO.:

The complete special instructions could not fit in the space allotted on Page 2 of the Utility Permit so they are displayed below.

Special FDOT Instructions special instructions continuation page

No EB or WB lane closures 3:00pm-6:00pm No open trenches or bore pits to be left open overnight. Open trenches and bore pits must be restored by the end of each day’s work shift. When working within 500’ of a signalized intersection or other traffic control devices contact City of Ocala, Nick Blizzard, at 352-351-6707 a minimum of two (2) business days prior to work.

Installation of buried 3" HDPE sewer forcemain by means of horizontal directional drill MCU will transfer ownership, operation, and maintenance responsibilities to City of Ocala for the proposed forcemain

2025-H-595-00242

Approved 2025-H-595-00242

Station: 52+14

0+000+200+400+600+801+00

Station: 55+69

0+000+200+400+600+801+00 Station: 56+25

0+000+200+400+600+801+00

Station: 52+79

-1+00 -0+80 -0+60 -0+40 -0+20 0+00

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DATE:

JOB NO:

10/28/2025

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

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10/28/2025

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

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

EXHIBIT A

NOTE:

1. SEE SHEET C3.02 FOR PLAN VIEW

Approved 2025-H-595-00242

US-27

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PROJECT

LOCATION

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

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

REVISED PERMIT PLANS

DATE: 01/05/2026

THIS ITEM HAS BEEN DIGITALLY SIGNED

AND SEALED BY MITCHELL R. CHAUNCEY,

P.E. ON THE DATE ADJACENT TO THE

SEAL. THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

Approved 2025-H-595-00242

STANDARD ABBREVIATIONS:

ENGINEERING LEGEND:

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DATE:

JOB NO:

12/8/2025

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

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PERMIT PLANS

12/8/2025

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

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

18OFC1.01

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SURVEY BASEMAP LEGEND AND ABBREVIATIONS:

Approved 2025-H-595-00242

Nicole Aiton 1/8/2026

MChauncey Text Box THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MITCHELL R. CHAUNCEY, P.E. ON THE DATE ADJACENT TO THE SEAL. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

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PERMIT PLANS

12/8/2025

DATE:

JOB NO:

12/8/2025

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 ON-SITE PVC FORCEMAINS 2-3 INCHES SHALL BE CLASS 1120 OR 1220 (SDR 21) AND MEET REQUIREMENTS OF

ASTM D-2241. PE PIPE 2" OR SMALLER SHALL MEET THE REQUIREMENTS OF ASTM D-1248. HDPE 4" OR SMALLER

SHALL MEET THE 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.

T:\208 Marion County\69_Golden Holiday Off-Site Sewer\dwg\_PE\03 NOTES SHEET.dwg

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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

18OFC1.02

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.

Approved 2025-H-595-00242

Nicole Aiton 1/8/2026

MChauncey

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MITCHELL R. CHAUNCEY, P.E. ON THE DATE ADJACENT TO THE SEAL. THE 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

1-

0-

HM

E

PL

AS

TI

CS

L

LC

21886-000-00

SEPIDEH BALDWIN LVG

TRUST

(FAITH CEMETARY)

21888-000-00

SEPIDEH BALDWIN LVG

TRUST

9-

1-

M

ED

IN

A

PE

TE

R

2-

0-

SO

U

TH

ER

N

IM

PR

ES

SI

O

N H

O M

ES

L

LC

21889-008-00

WILLIAMS DAVID E.

21889-006-00

WILLIAMS DAVID E.

21889-007-00

DAVID MEDINA

5-

1-

IN

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RI

AN

P

RO

PE

RT

IE

S

LL

C

9-

0-

W

EA

TH

ER

S

AD

JU

ST

M

EN

T

CO

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

.W . 2

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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DATE:

JOB NO:

12/08/2025

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

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PERMIT PLANS

12/08/2025

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'

18OFC2.01

NOTE:

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

ALL OTHER ROADS SHOWN ARE

CITY OF OCALA MAINTAINED.

Approved 2025-H-595-00242

Nicole Aiton 1/8/2026

MChauncey

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MITCHELL R. CHAUNCEY, P.E. ON THE DATE ADJACENT TO THE SEAL. THE 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

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ER

S

AP

PA

RE

N

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GH

T

O F

W

AY

100' 1.5'

6.0'

BE

GI

N F

DO

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PE

RM

IT

TE

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O

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N O

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DATE:

JOB NO:

1/5/2026

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

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PERMIT PLANS

1/5/2026

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

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

18OFC3.01

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)

Approved 2025-H-595-00242

Nicole Aiton 1/8/2026

MChauncey

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MITCHELL R. CHAUNCEY, P.E. ON THE DATE ADJACENT TO THE SEAL. THE 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.

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

N O

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DATE:

JOB NO:

12/9/2025

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

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PERMIT PLANS

12/9/2025

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

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

18OFC3.02

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

Approved 2025-H-595-00242

Nicole Aiton 1/8/2026

MChauncey

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MITCHELL R. CHAUNCEY, P.E. ON THE DATE ADJACENT TO THE SEAL. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

UTILITIES

CALL

BEFORE

DIGGING

DISTANCE

TO MAIN

UTILITIES

N O

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DATE:

JOB NO:

12/8/2025

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

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PERMIT PLANS

12/8/2025

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

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

18OFC7.01Approved 2025-H-595-00242

Nicole Aiton 1/8/2026

MChauncey

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MITCHELL R. CHAUNCEY, P.E. ON THE DATE ADJACENT TO THE SEAL. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

D

A

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V

IS

IO

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DATE:

JOB NO:

12/8/2025

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

A

B

C

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E

F

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

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C7.02

PERMIT PLANS

12/8/2025

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

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

Approved 2025-H-595-00242

Nicole Aiton 1/8/2026

MChauncey

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MITCHELL R. CHAUNCEY, P.E. ON THE DATE ADJACENT TO THE SEAL. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

D

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DATE:

JOB NO:

12/8/2025

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

A

B

C

D

E

F

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S

PERMIT PLANS

12/8/2025

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

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

18OFC8.01Approved 2025-H-595-00242

Nicole Aiton 1/8/2026

MChauncey

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MITCHELL R. CHAUNCEY, P.E. ON THE DATE ADJACENT TO THE SEAL. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

D

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DATE:

JOB NO:

12/8/2025

208.69

MARION COUNTY UTILITIES

11800 SE US HWY 441

BELLEVIEW, FL 34420

352-307-6000

A

B

C

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F

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

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IL

S

PERMIT PLANS

12/8/2025

Ardurra Group, Inc.

925 S.E. 17th Street, Suite A

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

18OFC8.02Approved 2025-H-595-00242

Nicole Aiton 1/8/2026

MChauncey

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MITCHELL R. CHAUNCEY, P.E. ON THE DATE ADJACENT TO THE SEAL. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

Date Taken: 10/24/2025

US-27 (SR 500) North Right of Way from NW 32nd Ave to Old Blitchton Road

Approved 2025-H-595-00242

Notice required a minimum of two (2) business days prior to starting work

Notify the designated FDOT Representative-

Inspector Raul Cepeda (352) 672-7299 raulc@oasisiam.com

Utility Permit Start Work Notice

FDOT Permit Number:

Contractor/Company:

Field Contact Name:

Phone number:

Start Work date:

Planned End Work date:

State Road Number:

Special Instructions:

1. The UAO and/or Utility Builder shall commence actual construction in good faith within sixty

(60) calendar days after approval of the permit application. Unless otherwise noted.

2. Call Sunshine 811 for utility location services 48 hours (2 business days) prior to beginning operation at 1-800-432-4770.

3. Non-located/unmarked FDOT ITS facilities, including fiber optic communication and traffic control signal loops/devices, may exist within the project limits; make temporary repairs to any damage to a facility within four (4) hours of the occurrence. If assistance is required regarding ITS facilities, contact the FDOT Traffic Operations ITS Manager, Daniel Simpson at (386) 785-3980, daniel.simpson@dot.state.fl.us or at (386) 943-5000. Coordination for any damage to ITS Facilities should be done with Jennifer Sardonini (386) 785-3764.

4. Always keep a copy of the approved permit package on the jobsite. Contact the designated FDOT Representative listed on permit with construction status.

5. If the beginning date is more than 60 calendar days from the date of approval, the UAO and/or Utility Builder must review the permit with the FDOT Approving Engineer listed to make sure no changes have occurred to the transportation facility that would affect the permit’s continued approval.

6. Once the project is constructed, submit As-Built plans (if construction differs from approved plan), bore logs (if a bore was conducted), and the Engineer’s As-Built Certification (page 3 of the permit package) to One Stop Permitting (OSP) within 15 calendar days of project completion.

Refer to UAM Section 2 for general responsibilities. Use of this form is optional.

Call Ocala Operations (352) 620-3000 or send this form to D5-595Permits@dot.state.fl.us to initiate work Approved

2025-H-595-00242 Nicole Aiton

1/8/2026 mailto:D5-595Permits@dot.state.fl.us