11-D. NE 35th ST RESURFACING ROADWAY IMPROVEMENT PLANS.pdf

DRAWING INDEX

DRAWING DESCRIPTIONSHEET NUMBER

NE 35th ST RESURFACING from NE 36th AVE to SR40

Roadway Improvement Plans

MARION COUNTY

BOARD OF COUNTY COMMISSIONERS

OFFICE OF THE COUNTY ENGINEER

PROJECT LOCATION MAP

(NOT TO SCALE)

SECTION: 34, 35, 36, TOWNSHIP: 14 SOUTH, RANGE: 22 EAST

SECTION: 31, TOWNSHIP: 14 SOUTH, RANGE: 23 EAST

SECTION: 1, 2, 3, TOWNSHIP: 15 SOUTH, RANGE: 22 EAST

SECTION: 6, TOWNSHIP: 15 SOUTH, RANGE: 23 EAST

MARION COUNTY, FLORIDA

COVER SHEET1

4 LEGEND

LENGTH OF PROJECT

LINEAR FEET MILES

ROADWAY

EXCEPTION - RAIL ROAD

NET LENGTH OF PROJECT

EXCEPTION - NE 55th AVE

GROSS LENGTH OF PROJECT

2.44

GENERAL NOTES

Project Location

NOVEMBER 20, 2025

2.3912,643

2.4412,880

PROJECT NO. E-STC073833

TYPICAL SECTION

12,880

AERIAL PLAN SHEETS6 - 15

Date:

Revisions to Plan Set

THIS DATE INDICATES THE LATEST DATE AT WHICH ANY

PART OF THIS PLAN SET WAS REVISED.

11-21-2025

MICHAEL W. RADCLIFFE ENGINEERING, INC.

2611 S.E. Lake Weir Avenue Ocala, Florida 34471

Phone: (352)629-5500 Fax: (352)629-1010

Plans Prepared By:

SHEET

CONSTRUCTION REFERENCE

MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN,

CONSTRUCTION & MAINTENANCE OF STREETS & HIGHWAYS, 2023,

(F.D.O.T. GREENBOOK)

F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS, LATEST REVISION

F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD & BRIDGE

CONSTRUCTION, LATEST REVISION

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST REVISION

MARION COUNTY LAND DEVELOPMENT CODE, LATEST REVISION

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NE 35th ST.

E SILVER SPRINGS BLVD

(SR40)

To Ocala

100% IMPROVEMENT PLANS NE 35th STREET

COUNTY COMMISSIONERS

DISTRICT 1 - CRAIG CURRY

DISTRICT 2 - KATHY BRYANT

DISTRICT 3 - MATTHEW McCLAIN - VICE CHAIRMAN

DISTRICT 4 - CARL ZALAK III - CHAIRMAN

DISTRICT 5 - MICHELLE STONE

COUNTY ADMINISTRATOR - MOUNIR BOUYOUNES, P.E.

COUNTY ENGINEER - STEVEN COHOON, P.E.

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Engineer's Certification:

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PROJECT POSTED SPEED = 40 MPH

UTILITY COMPANIES

PROJECT POSTED SPEED = 40 MPH

CONSTRUCTION DETAILS5

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NORTH

AutoCAD SHX Text I HEREBY CERTIFY THAT THE WORK PROPOSED BY THESE PLANS COMPLIES WITH THE APPLICABLE STANDARDS AND SPECIFICATIONS AS REQUIRED BY THE LAND DEVELOPMENT CODE OF MARION COUNTY, FLORIDA, EXCEPT AS NOTED OR SHOWN. MICHAEL W. RADCLIFFE, P.E. FLORIDA REG. ENGINEER. NO. 31170 SIGNATURE DATEDATE

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CITY OF OCALA WATER RESOURCES

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OCALA ELECTRIC UTILITIES

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CENTURYLINK

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CSX - RAIL ROAD

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COMCAST COMMUNICATIONS

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MARION COUNTY UTILITES

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AutoCAD SHX Text 2025-05 NE 35th St - OCE - Master Plan.dwg

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MWR

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OSB

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AutoCAD SHX Text 2611 S.E. Lake Weir Avenue Ocala, FL 34471 (352) 629-5500 FAX (352) 629-1010

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MICHAEL W. RADCLIFFE ENGINEERING, INC.

AutoCAD SHX Text Certificate No. EB-0006198 Michael W. Radcliffe P.E. #31170 Christopher A. Gwin P.E. #66568

AutoCAD SHX Text COPYRIGHT © 2025 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.2025 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.Michael W. Radcliffe Engineering, Inc. All Rights Reserved.

AutoCAD SHX Text www.radcliffeengineering.com

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GENERAL NOTES

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1. ALL CONSTRUCTION COVERED IN THESE PLANS SHALL COMPLY ALL CONSTRUCTION COVERED IN THESE PLANS SHALL COMPLY WITH THE MATERIAL REQUIREMENTS AND QUALITY CONTROL STANDARDS CONTAINED IN THE MARION COUNTY LAND DEVELOPMENT CODE. IN CASE OF CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND THE MARION COUNTY LAND DEVELOPMENT CODE AND THE F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE CONTRACT DOCUMENTS SHALL GOVERN. IN CASE OF CONFLICT BETWEEN THE MARION COUNTY LAND DEVELOPMENT CODE AND THE F.D.O.T. STANDARD SPECIFICATIONS, THE MARION COUNTY LAND DEVELOPMENT CODE SHALL GOVERN. 2. THE CONTRACTOR IS HEREBY MADE RESPONSIBLE FOR THE THE CONTRACTOR IS HEREBY MADE RESPONSIBLE FOR THE SAFE MAINTENANCE OF PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES DURING THE DURATION OF THE PROJECT, AND SHALL DO SO IN ACCORDANCE WITH F.D.O.T. STANDARD PLANS INDEX 102-600 (SEE TITLE SHEET FOR APPLICABLE EDITION). 3. THE CONTRACTOR IS HEREBY REQUIRED TO IMPLEMENT JOB THE CONTRACTOR IS HEREBY REQUIRED TO IMPLEMENT JOB SAFETY AT ALL TIMES THROUGHOUT THE DURATION OF THE PROJECT. JOB SAFETY PRACTICES SHALL BE IN ACCORDANCE WITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND ANY OTHER LOCAL, STATE, AND FEDERAL REGULATIONS. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR WITH THE OSHA EXCAVATI0N SAFETY STANDARDS, AND TO ABIDE BY THEM AS COVERED UNDER THE FLORIDA TRENCH SAFETY ACT, FLORIDA STATUE #553.60-553.64. 5. ALL ASTM DESIGNATIONS SHALL BE AS AMENDED TO DATE, ALL ASTM DESIGNATIONS SHALL BE AS AMENDED TO DATE, UNLESS NOTED OTHERWISE. 6. ALL DETAILS, SECTIONS, AND NOTES SHOWN ON DRAWINGS ALL DETAILS, SECTIONS, AND NOTES SHOWN ON DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE, UNLESS NOTED OR SHOWN OTHERWISE. 7. NO CHANGES TO THE WORK AS SHOWN ON THESE PLANS NO CHANGES TO THE WORK AS SHOWN ON THESE PLANS SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE PROJECT ENGINEER. CONTRACTOR SHALL NOT SCALE DRAWINGS. CONTRACTOR SHALL CHECK ACTUAL SITE CONDITIONS PRIOR TO CONSTRUCTION. ANY NEED FOR CLARIFICATION OF PROPOSED IMPROVEMENTS, OR FOR RESOLUTION OF DISCREPANCIES, SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER. 8. THE CONTRACTOR AND SUBCONTRACTORS ARE HEREBY THE CONTRACTOR AND SUBCONTRACTORS ARE HEREBY REQUIRED TO PROMPTLY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR CONFLICTS FOUND IN THE PLANS OR SPECIFICATIONS, SO THAT ANY SUCH DISCREPANCIES OR CONFLICTS CAN BE CLARIFIED BY THE ENGINEER. 9. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING IMMEDIATELY WHEN CONFLICTS ARE IDENTIFIED DURING THE COURSE OF THE WORK. 10. THE PROJECT ENGINEER SHALL HAVE ACCESS TO THE WORK THE PROJECT ENGINEER SHALL HAVE ACCESS TO THE WORK SITE AT ALL TIMES. 11. THE ENGINEER OF RECORD SHALL BE THE SOLE INTERPRETER THE ENGINEER OF RECORD SHALL BE THE SOLE INTERPRETER OF THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS AND SHALL RENDER WRITTEN OR GRAPHIC INTERPRETATIONS AS NECESSARY FOR THE PROPER EXECUTION OR PROGRESS OF THE WORK WITH REASONABLE PROMPTNESS ON REQUEST OF THE CONTRACTOR. 12. BURNING WITHIN THE LIMITS OF THE PROPOSED PROJECT BURNING WITHIN THE LIMITS OF THE PROPOSED PROJECT SHALL NOT BE ALLOWED UNLESS OTHERWISE SPECIFIED BY THE PROJECT ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE APPROPRIATE AGENCY AND OBTAINING A BURNING PERMIT. 14. ALL AREAS INSIDE AND OUTSIDE THE PROJECT LIMITS, WHICH ARE DISTURBED AS A RESULT OF THE PROJECT CONSTRUCTION, SHALL BE RESTORED TO ORIGINAL OR DESIGN GRADE AS APPLICABLE, INCLUDING REPLACEMENT OF EQUIVALENT SHRUBS AND TREES (REPLACEMENT TREES SHALL BE A 6' MINIMUM HEIGHT AND SAME TYPE) AND SODDED AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE APPROVED BY THE COUNTY. 15. IF IT IS NECESSARY TO CLOSE A LANE OR ROAD, THE CONTRACTOR MUST COMPLETE AND SUBMIT A LANE CLOSURE APPLICATION, TTC (MOT) AND MAP TO OCE A MINIMUM OF TWO (2) WEEKS PRIOR TO THE DATE THE LANE CLOSURE IS REQUESTED AND RECEIVE WRITTEN APPROVAL FROM OCE.

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1. TOPOGRAPHIC SURVEY, IF SHOWN HEREON, IS PROVIDED BY TOPOGRAPHIC SURVEY, IF SHOWN HEREON, IS PROVIDED BY THE MARION COUNTY OFFICE OF THE COUNTY ENGINEER, 412 SE 25TH AVENUE, OCALA, FL 34471, PHONE # (352) 671-8686. VERTICAL DATUM IS BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD-88). 2. ANY SURVEY MARKER, INCLUDING BUT NOT LIMITED TO ANY SURVEY MARKER, INCLUDING BUT NOT LIMITED TO SECTION MARKERS, BENCH MARKS, LOT CORNERS, ETC., WHICH ARE DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE PRIOR TO FINAL PAYMENT. RESETTING OF MONUMENTS AND MARKERS SHALL BE PERFORMED BY A PROFESSIONAL SURVEYOR AND MAPPER (PSM), LICENSED TO PRACTICE IN THE STATE OF FLORIDA, AND SHALL BE SHOWN AS RESET ON AS-BUILT PLANS. 3. RIGHT OF WAY IS CALCULATED USING FOUND MONUMENTS, RIGHT OF WAY IS CALCULATED USING FOUND MONUMENTS, RECORDED PLATS AND RECORDED DEED INFORMATION.

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SURVEY NOTES

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DRAINAGE/STORMWATER NOTES

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1. ANY GEOTECHNICAL INFORMATION OBTAINED FOR THIS ANY GEOTECHNICAL INFORMATION OBTAINED FOR THIS PROJECT IS AVAILABLE TO THE CONTRACTOR UPON REQUEST TO THE ENGINEER. 2. ADDITIONAL TEST BORINGS AND EXPLORATORY INVESTIGATIONS ADDITIONAL TEST BORINGS AND EXPLORATORY INVESTIGATIONS MAY BE MADE BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 3. CONTRACTOR SHALL CLEAR AND GRUB CONSTRUCTION AREAS CONTRACTOR SHALL CLEAR AND GRUB CONSTRUCTION AREAS BEFORE FILL IS PLACED. ALL AREAS TO RECEIVE FILL SHALL BE STRIPPED OF ALL VEGETATION AND TOPSOIL AND PROOF-ROLLED PRIOR TO PLACING CLEAN FILL. 4. UNSUITABLE MATERIAL FROM WITHIN THE PROJECT SHALL BE UNSUITABLE MATERIAL FROM WITHIN THE PROJECT SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR. SUITABLE MATERIAL FROM WITHIN THE PROJECT SHALL BE USED FOR FILL AS SHOWN ON CROSS SECTIONS. 5. ALL EXISTING SUB-BASE SHALL BE FREE FROM DELETERIOUS ALL EXISTING SUB-BASE SHALL BE FREE FROM DELETERIOUS MATERIALS AND UNDUE DISTORTION, BE FIRM AND COMPACT, AND HAVE ADEQUATE MOISTURE LEVELS TO MAINTAIN STABILITY AS A WORK AREA IMMEDIATELY PRIOR TO PLACEMENT OF THE BASE MATERIAL.

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GEOTECHNICAL/EARTHWORK NOTES

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1. ALL EXISTING STORM WATER DRAINAGE PATTERNS AND ALL EXISTING STORM WATER DRAINAGE PATTERNS AND CHANNELS OUTSIDE THE CONSTRUCTION AREAS SHOWN ON THESE PLANS ARE TO BE MAINTAINED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF THE WORK APPEARS TO INTERRUPT AN EXISTING STORM WATER DRAINAGE PATTERN. THE CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE STRUCTURES AND DITCHES DURING ALL PHASES OF CONSTRUCTION SUCH THAT IMPACT TO CONSTRUCTION AND/OR SURROUNDING FACILITIES IS MINIMIZED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY EROSION, SEDIMENT TRANSPORT, DISTURBED FOUNDATIONS, IMPACT TO STRUCTURES, AND ANY OTHER DAMAGE CAUSED DURING CONSTRUCTION. 2. ALL RETENTION AREAS, CONVEYANCES AND STORM ALL RETENTION AREAS, CONVEYANCES AND STORM STRUCTURES MUST BE BUILT BEFORE ANY IMPERVIOUS AREA IS PLACED. 3. PROVIDE EROSION CONTROL BLANKET FOR ALL SLOPES 2:1 PROVIDE EROSION CONTROL BLANKET FOR ALL SLOPES 2:1 (HORIZONTAL TO VERTICAL), OR STEEPER AS DEPICTED ON THE PLANS. 4. THE CONTRACTOR SHALL COMPLY WITH THE TURBIDITY THE CONTRACTOR SHALL COMPLY WITH THE TURBIDITY CONTROL REQUIREMENTS OF THE SJRWMD OR SWFWMD PERMIT, AS APPLICABLE, TO PREVENT INCREASES IN TURBIDITY IN EXCESS OF WATER QUALITY STANDARDS. 5. IF A SINKHOLE SHOULD FORM ON THIS SITE, ALL APPLICABLE IF A SINKHOLE SHOULD FORM ON THIS SITE, ALL APPLICABLE PROCEDURES OUTLINED IN THE SJRWMD APPLICANTS HANDBOOK, OCTOBER 1995, SHOULD BE FOLLOWED. THE PROJECT ENGINEER AND THE APPROPRIATE PERMITTING AGENCIES SHALL BE NOTIFIED IMMEDIATELY FOR REPAIR PROCEDURES. 6. OPEN CUT TRENCH AND PIPELINE CONSTRUCTION SHALL BE CARRIED OUT 'IN THE DRY' WHERE POSSIBLE. THE CONTRACTOR SHALL REVIEW SITE CONDITIONS AND DETERMINE METHODS AND EXTENT OF ANY DEWATERING. 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. DEWATERING COSTS SHALL BE INCLUDED IN THE INSTALLATION COST OF THE PIPES AND HEADWALLS. IN THE EVENT DEWATERING AND/OR WATER INFILTRATION INTO THE TRENCH IS DETERMINED BY ENGINEER TO BE IMPRACTICAL TO REMOVE, PIPELINE MAY BE INSTALLED 'IN THE WET CONDITION' PROVIDED A GRAVEL BACKFILL MATERIAL IS UTILIZED TO BED THE PIPELINE AS SPECIFIED BY ENGINEER AND RECOMMENDED BY THE PIPE MANUFACTURER. 7. VOLUME OF GROUNDWATER REMOVED FROM THE TRENCH FOR PROJECT INSTALLATION IN THE DRY MAY REQUIRE VARIOUS METHODS FOR PUMPING, FILTERING, AND DISCHARGING OFFSITE. CONTRACTOR SHALL COORDINATE ALL DEWATERING ACTIVITIES AND PROVIDE ALL MATERIALS AND SUPPLIES NECESSARY TO COMPLETE THE PROJECT WORK. 8. THE OPERATIONS SHALL NOT CAUSE INJURY TO ANY PORTION OF THE WORK COMPLETED, OR IN PROGRESS OR TO THE SURFACE OF STREETS, OR PRIVATE PROPERTY. 9. CONTRACTOR SHALL TAKE CARE TO PRESERVE PROPERTY WHERE WATER IS DISCHARGED. ANY PROPERTY DAMAGED DUE TO THE VOLUME OF WATER DISCHARGED SHALL BE RESTORED AT NO COST TO THE OWNER.

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1. UTILITIES, IF SHOWN HEREON, HAVE BEEN LOCATED BASED ON UTILITIES, IF SHOWN HEREON, HAVE BEEN LOCATED BASED ON ABOVE-GROUND EXISTENCE OF STRUCTURES AND/OR BY UTILITY COMPANY PLAN MARKUPS. ACTUAL LOCATION OF UNDERGROUND UTILITIES IS UNKNOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES SHOWN, OR NOT SHOWN, THROUGH DIRECT CONTACT WITH THE APPROPRIATE UTILITY COMPANIES. SUCH CONTACT SHALL BE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT. ANY UTILITIES OBSTRUCTIVE TO THE CONTRACTOR'S OPERATION ARE TO BE RELOCATED BY THE APPROPRIATE UTILITY COMPANY IN ACCORDANCE WITH THE MARION COUNTY LAND DEVELOPMENT CODE PRIOR TO, OR IN CONJUNCTION WITH, THE PROJECT. MARION COUNTY SHALL NOT BE HELD RESPONSIBLE FOR ANY DAMAGES OR DELAYS CAUSED BY THE LOCATION, OR DISPOSITION, OF ANY UTILITIES. 2. CONTRACTOR SHALL SUBMIT TICKET TO 811 (FLORIDA SUNSHINE) PRIOR TO COMMENCING ANY EXCAVATION. THE GENERAL CONTRACTOR IS HEREBY REQUIRED TO CONTACT ALL PERTINENT UTILITY COMPANIES, FIELD VERITY THE EXACT LOCATION OF ALL EXISTING UTILITIES WITHIN THE PROJECT BOUNDARY. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO UTILITIES, STRUCTURES, AND PROPERTY ADJACENT TO THE SITE CAUSED BY CONSTRUCTION ACTIVITIES. 4. THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER MEANS NECESSARY TO PROTECT AND SUPPORT EXISTING UTILITIES EXPOSED DURING CONSTRUCTION UNTIL THE RESPONSIBLE UTILITY COMPANY ARRIVES ON-SITE. 5. THE CONTRACTOR SHALL HAND EXCAVATE WHEN THE CONTRACTOR SHALL HAND EXCAVATE WHEN CONSTRUCTION IS WITHIN 18 INCHES (18”) OF EXISTING UTILITIES. ) OF EXISTING UTILITIES. 6. CONTRACTOR SHALL COORDINATE RELOCATION OF OVERHEAD CONTRACTOR SHALL COORDINATE RELOCATION OF OVERHEAD UTILITIES TO MEET THE MINIMUM VERTICAL CLEARANCE OF 17 FEET (17') AND THE HORIZONTAL CLEAR ZONE DISTANCE. TREES TO REMAIN IN THE RIGHT-OF-WAY SHALL BE TRIMMED TO MEET THE VERTICAL CLEARANCE AS SPECIFIED BY THE F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (SEE TITLE SHEET FOR APPLICABLE EDITION).

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UTILITIES NOTES

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EROSION AND SEDIMENT CONTROL NOTES

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1. ALL EROSION AND SEDIMENT CONTROL DEVICES NECESSARY ALL EROSION AND SEDIMENT CONTROL DEVICES NECESSARY FOR CONSTRUCTION SHALL CONFORM TO THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORMWATER POLLUTION PREVENTION PLAN, AND SEDIMENT AND EROSION CONTROL PLAN FOR THE WORK. 2. PERMANENT EROSION AND SEDIMENT CONTROL DEVICES SHALL PERMANENT EROSION AND SEDIMENT CONTROL DEVICES SHALL CONFORM TO THE F.D.O.T. STANDARD PLANS INDEX 570 (SEE TITLE SHEET FOR APPLICABLE EDITION). 3. THE CONTRACTOR SHALL PREVENT THE DISCHARGE OF THE CONTRACTOR SHALL PREVENT THE DISCHARGE OF SEDIMENT INTO DRAINAGE DITCHES DUE TO CONSTRUCTION OPERATIONS. APPROVED EROSION CONTROL DEVICES SHALL BE INSTALLED TO PREVENT DISCHARGE OF SEDIMENT INTO A DRY OR WET WATERCOURSE. EROSION CONTROL SHALL CONSIST OF ANCHORED BALES, SILT FENCE, OR OTHER EROSION CONTROL METHODS APPROVED BY THE COUNTY. ALL NEW AND EXISTING DRAIN PIPES AND STRUCTURES SHALL BE FLUSHED CLEAN PRIOR TO FINAL PAYMENT. 4. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE THE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION, AND ONLY WHEN AREAS HAVE BEEN STABILIZED. 5. ADDITIONAL PROTECTION: ON-SITE PROTECTION, IN ADDITION ADDITIONAL PROTECTION: ON-SITE PROTECTION, IN ADDITION TO THE ABOVE, MUST BE PROVIDED THAT WILL NOT PERMIT SILT TO LEAVE THE PROJECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS. 6. THIS PLAN INDICATES THE MINIMUM EROSION AND SEDIMENT THIS PLAN INDICATES THE MINIMUM EROSION AND SEDIMENT MEASURES REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLICABLE RULES, REGULATIONS AND WATER QUALITY GUIDELINES, AND MAY NEED TO INSTALL ADDITIONAL CONTROLS.

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CONSTRUCTION NOTES

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1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE PROPERTY OWNERS REGARDING RELOCATION, REMOVAL, OR REPLACEMENT OF FENCES, MAILBOXES, SURVEY MONUMENTS AND SECTION CORNERS, DRIVEWAYS, LANDSCAPE, ETC. CONSTRUCTION OF RELOCATED OR REPAIRED PROPETERY 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE PROPERTY OWNERS AND U.S. POSTMASTER REGARDING RELOCATION, REMOVAL, OR REPLACEMENT OF MAILBOXES. 3. DRIVEWAY RADII SHALL BE 25 FEET (25'); MINOR SIDE ROAD DRIVEWAY RADII SHALL BE 25 FEET (25'); MINOR SIDE ROAD RADII SHALL BE 40 FEET (40'); AND MAJOR SIDE ROAD RADII SHALL BE 50 FEET (50'), UNLESS NOTED OTHERWISE. DRIVEWAY CONSTRUCTION/REPAIR SHALL EXTEND TO THE RIGHT-OF-WAY UNLESS NOTED OTHERWISE. 4. ALL EXISTING CONCRETE DRIVEWAYS SHALL BE REPLACED ALL EXISTING CONCRETE DRIVEWAYS SHALL BE REPLACED WITH 6" REINFORCED CONCRETE W/6x6-10/10 WELDED WIRE FABRIC (W.W.F.) AND SHALL HAVE CONTROL JOINTS SAWN AT 10 FEET (10') MAXIMUM INTERVALS. ALL OTHER EXISTING DRIVEWAY MATERIALS SHALL BE REPLACED WITH ASPHALT, PER THE DRIVEWAY DETAIL SHOWN IN THE DETAIL SECTION OF THESE PLANS. 5. THE CONTRACTOR SHALL HAUL ALL EXCESS MATERIALS OFF THE CONTRACTOR SHALL HAUL ALL EXCESS MATERIALS OFF THE JOB SITE. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DISPOSE OF ALL EXCESS MATERIAL AFTER IT IS DETERMINED THAT IT IS NO LONGER NEEDED ON THE JOB. 6. ALL AREAS INSIDE AND OUTSIDE THE PROJECT LIMITS, WHICH ALL AREAS INSIDE AND OUTSIDE THE PROJECT LIMITS, WHICH ARE DISTURBED AS A RESULT OF THE PROJECT CONSTRUCTION, SHALL BE RESTORED TO ORIGINAL OR DESIGN GRADE AS APPLICABLE, INCLUDING REPLACEMENT OF EQUIVALENT SHRUBS AND TREES (REPLACEMENT TREES SHALL BE A 6' MINIMUM HEIGHT AND SAME TYPE) AND SODDED AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE APPROVED BY THE PROJECT ENGINEER. 7. CONCRETE JACKET IS REQUIRED FOR RCP CONNECTION IF TONGUE & GROOVE OR BELL & SPIGOT CONNECTION DOES NOT EXIST. 8. ROADWAY PAVEMENT CUTS SHALL BE CONDUCTED AND RESTORED IN ACCORDANCE WITH THE LATEST APPLICABLE REQUIREMENTS AND SPECIFICATIONS CONTAINED IN THE MARION COUNTY LDC UNLESS OTHERWISE SPECIFICALLY DETAILED IN THE PROJECT CONSTRUCTION PLANS. PAVEMENT RESTORATION AND ANY PAVEMENT CUT MUST BE REQUESTED TO THE COUNTY ENGINEER. THIS REQUEST, AT A MINIMUM SHALL CONTAIN, A PLAN, DRAWING, OR SKETCH DEPICTING THE EXACT LOCATION OF WORK, THE SIZE OF PAVEMENT CUT, AND THE DEPTH OF PAVEMENT CUT.

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16. FOR ALL PIPE AND STRUCTURE INSTALLATIONS THE FOR ALL PIPE AND STRUCTURE INSTALLATIONS THE CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE ALL INSTALLATION PER THE SPECIFICATIONS AND CONSTRUCTION PLANS AT THE WORK LOCATION, AND INCLUDE ALL LABOR, EQUIPMENT, FUEL, PIPES, STRUCTURES, REBAR, COLLARS, BANDS, EXCAVATIONS, IMPORT AND OR EXPORT OF SOIL MATERIALS, BACKFILL AND COMPACTION, BEDDING, STABILIZATION, COMPACTION, HAULING AND DISPOSAL OF MATERIALS, AND SODDING AS WELL AS HANDWORK NECESSARY TO COMPLETE THE WORK. RESTORATION AND UTILITY COORDINATION ARE CONSIDERED INCIDENTAL TO THE PAY ITEM AND WILL NOT BE ADDITIONALLY COMPENSATED. IF EXCAVATED MATERIAL FROM THE PROJECT IS DETERMINED TO BE UNSUITABLE FOR BACKFILLING IN PIPE TRENCHES, EXCAVATION AND REPLACEMENT OF SAID MATERIAL SHALL BE CONSIDERED INCIDENTAL TO THE INSTALLATION OF PIPE / CULVERT / STRUCTURES AND NO EXTRA COMPENSATION SHALL BE DUE TO THE CONTRACTOR FOR HIS WORK. THIS INCLUDES MATERIALS INVOLVED WITH THE STANDARD UNDERCUT PROCEDURES OUTLINES IN FDOT STANDARD SPECIFICATION 125-4.4.

GENERAL NOTES (CONTINUES)

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OVERLAY PROJECT STATIONS

STA 6+00 - 20+55

STA 21+71 - 92+26

STA 93+12 - 135+00

VARIES

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1.5" SP-12.5

1"

FC - 9.5

POTHOLE REPAIR DETAIL

TYPICAL MANHOLE FRAME SUPPORTED WITH

CONCRETE COLLAR RINGS

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AutoCAD SHX Text 2025-05 NE 35th St - OCE - Master Plan.dwg

AutoCAD SHX Text

MWR

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OSB

AutoCAD SHX Text

MWR

AutoCAD SHX Text 2025-05

AutoCAD SHX Text 11-21-2025

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 2611 S.E. Lake Weir Avenue Ocala, FL 34471 (352) 629-5500 FAX (352) 629-1010

AutoCAD SHX Text

MICHAEL W. RADCLIFFE ENGINEERING, INC.

AutoCAD SHX Text Certificate No. EB-0006198 Michael W. Radcliffe P.E. #31170 Christopher A. Gwin P.E. #66568

AutoCAD SHX Text COPYRIGHT © 2025 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.2025 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.Michael W. Radcliffe Engineering, Inc. All Rights Reserved.

AutoCAD SHX Text www.radcliffeengineering.com

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TYPICAL SECTION - OVERLAY

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NOT TO SCALE

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DETAIL 'A'

AutoCAD SHX Text TOP OF GRASS SHALL BE 0" TO 0.5" BELOW FINISH GRADE OF FINAL LIFT OF ASPHALT AT EDGE OF PAVEMENT

AutoCAD SHX Text ADD 1 " (MINIMUM) OF LIMEROCK, MIX WITH EXISTING 12" (MINIMUM) OF LIMEROCK, MIX WITH EXISTING SHOULDER MATERIAL TO A DEPTH OF 6" AND PROOF ROLL. ADD ADDITIONAL LIMEROCK, PRIOR TO MIXING, AS NEEDED TO ENSURE THAT TOP OF GRASS ELEVATIONS ARE ACHIEVED IN SHOULDER DROP OFF AREAS

AutoCAD SHX Text

NOT TO SCALE

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TYPICAL SOD INSTALLATION SEE DETAIL A

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AutoCAD SHX Text 2.5%%%%%P

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AutoCAD SHX Text A

AutoCAD SHX Text FRICTION COURSE FC-9.5 (TRAFFIC C)(PG76-22)(1.0")(SPREAD RATE=110LB/SY) 1.5" THICKNESS LEVELING COURSE SP-12.5 (TRAFFIC C)(PG58-22) (AVG SPREAD RATE 165LB/SY) EXISTING ROADBED

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

TYPICAL SOD INSTALLATION SEE DETAIL A

AutoCAD SHX Text ALTERNATE: FOR SHALLOW POTHOLES, CONTRACTOR MAY CLEAN THEM & PROVIDE LEVELING SKIM COURSE

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

SPECIFICATIONS

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MINIMUM THICKNESS. COMPACTED TO NOT LESS THAN 98%

AutoCAD SHX Text (W+2')

AutoCAD SHX Text

POTHOLE WIDTH (W)

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SURFACE REPLACEMENT

AutoCAD SHX Text 12"

AutoCAD SHX Text

COMPACTED BACKFILL

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ADD NEW LIMEROCK BASE AS NECESSARY TO PROVIDE 8"

AutoCAD SHX Text

OF MAXIMUM DENSITY AS PER MARION COUNTY

AutoCAD SHX Text NOTES: 1. UNLESS OTHERWISE SPECIFIED, MATERIALS AND METHODS OF OPERATION REQUIRED TO INSTALL NEW AND REPLACEMENT UNLESS OTHERWISE SPECIFIED, MATERIALS AND METHODS OF OPERATION REQUIRED TO INSTALL NEW AND REPLACEMENT PAVEMENT SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS IN THE LAND DEVELOPMENT CODE OF MARION COUNTY. 2. PAVEMENT SHALL BE REMOVED TO NEATLY SAWED STRAIGHT EDGES. PAVEMENT SHALL BE REMOVED TO NEATLY SAWED STRAIGHT EDGES. 3. BACKFILL SHALL BE IN ACCORDANCE WITH APPENDIX B.2.19, QUALITY CONTROL. BACKFILL SHALL BE IN ACCORDANCE WITH APPENDIX B.2.19, QUALITY CONTROL. 4. SURFACE TREATED PAVEMENT JOINTS SHALL BE LAPPED AND FEATHERED. SURFACE TREATED PAVEMENT JOINTS SHALL BE LAPPED AND FEATHERED. 5. THE TYPE AND THICKNESS OF THE NEW SURFACE MATERIAL SHALL BE CONSISTANT WITH THAT OF THE EXISTING THE TYPE AND THICKNESS OF THE NEW SURFACE MATERIAL SHALL BE CONSISTANT WITH THAT OF THE EXISTING SURFACE BUT IN ALL CASES SHALL MEET THE MINIMUM STANDARDS ESTABLISHED BY THE PLANS AND SPECIFICATIONS.

AutoCAD SHX Text CONTRACTOR SHALL MAKE A CLEAN STRAIGHT CUT 12" BACK FROM EDGE OF NEW LIMEROCK BASE PRIOR TO PLACING NEW SURFACE COURSE (TYPICAL ALL SIDES)

AutoCAD SHX Text

LEVELING COURSE 0.75" ASPHALT

AutoCAD SHX Text

PAVEMENT OVERLAY (1" MINIMUM)

AutoCAD SHX Text

PROPOSED PAVEMENT OVERLAY (1" MINIMUM)

AutoCAD SHX Text MILL AROUND MANHOLE COLLAR, AS NECESSARY. OVERLAY TO MATCH CONCRETE COLLAR OR RIM IF CONCRETE COLLAR NOT PRESENT.

AutoCAD SHX Text

EXISTING LIMEROCK

AutoCAD SHX Text

EXISTING SUBGRADE

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ASPHALT OVERLAY

EXISTING ASPHALT

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AutoCAD SHX Text Project Name:

AutoCAD SHX Text Sheet Name:

AutoCAD SHX Text 2025-05 NE 35th St - OCE - Master Plan.dwg

AutoCAD SHX Text

MWR

AutoCAD SHX Text

OSB

AutoCAD SHX Text

MWR

AutoCAD SHX Text COPYRIGHT © 2025 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.2025 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.Michael W. Radcliffe Engineering, Inc. All Rights Reserved.

AutoCAD SHX Text 2025-05

AutoCAD SHX Text 11-21-2025

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 2611 S.E. Lake Weir Avenue Ocala, FL 34471 (352) 629-5500 FAX (352) 629-1010

AutoCAD SHX Text

MICHAEL W. RADCLIFFE ENGINEERING, INC.

AutoCAD SHX Text Certificate No. EB-0006198 Michael W. Radcliffe P.E. #31170 Christopher A. Gwin P.E. #66568

AutoCAD SHX Text www.radcliffeengineering.com

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AutoCAD SHX Text H

AutoCAD SHX Text Y

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SV

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WV

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AutoCAD SHX Text = EXISTING RAILROAD = EXISTING UTILITY LINES (lower case) = PROPOSED UTILITY LINES (UPPER CASE) = EXISTING REUSE FORCE MAIN (PROFILE) = PARCEL LINES = RIGHT OF WAY = PROPOSED RIGHT OF WAY = EDGE OF PAVEMENT = PROPOSED EDGE OF PAVEMENT = SECTION LINE = EXISTING FENCE = SILT FENCE = CONTOUR LINE = SWALE = TREE = TREE LINE = DITCH BLOCK (CONCRETE) = EXISTING TRAFFIC SIGN = PROPOSED TRAFFIC SIGN = EXISTING PIPE DELINEATOR = PROPOSED PIPE DELINEATOR = UTILITY POLE = UTILITY POLE & GUY ANCHOR = UTILITY POLE AND LIGHT = SPOTLIGHT = 4x4 CONCRETE MONUMENT = P.K. NAIL & DISK = IRON ROD & CAP = NAIL & DISK = BENCHMARK(TBM) = MONUMENT TO BE SET = RR SPIKE = DESCRIPTIVE POINT = IRON BOLT = IRON PIPE = IRON ROD = NAIL & TAB = NAIL PLAIN = PK NAIL = SECTION CORNER = TELEPHONE RISER = FIBER OPTIC RISER = MANHOLE = SANITARY SEWER MANHOLE = HYDRANT = SEWER VALVE = WATER VALVE = SOIL BORING LOCATION

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text existing

AutoCAD SHX Text = CENTERLINE = RADIUS = SECTION LINE = PARCEL LINE = LEFT = RIGHT = LINEAR FEET = OVERHEAD UTILITY LINE = UNDERGROUND UTILITY LINE = PAVEMENT = RIGHT OF ENTRY = EXISTING EDGE OF PAVEMENT = EXISTING RIGHT OF WAY = PROPOSED EDGE OF PAVEMENT = PROPOSED RIGHT OF WAY = PROPOSED = SECTION = TEMPORARY BENCH MARK = POINT OF CURVATURE = POINT OF TANGENCY = POINT OF INTERSECTION = FOUND = FOUND CONCRETE MONUMENT = DRIVEWAY = MITERED END SECTION = POINT OF VERTICAL CURVE = POINT OF VERTICAL TANGENCY = POINT OF VERTICAL INTERSECTION = IRON PIPE = CONCRETE = ASPHALT = CONSTRUCT - CONSTRUCTION = TANGENT = CHORD = CHORD BEARING = DELTA = NO SURVEYOR IDENTIFICATION = PARCEL IDENTIFICATION NUMBER = EXISTING = INVERT = END NORMAL CROWN = REVERSE CROWN = BEGIN FULL SUPERELEVATION = END FULL SUPERELEVATION = BEGIN NORMAL CROWN = ON CENTER = BOTTOM = MAILBOX = CABLE BOX = TELEPHONE BOX = ELECTRICAL BOX = WATER METER = BRICK COLUMN = CABLE RISER = GUARDRAIL = GAS MARKER

AutoCAD SHX Text PR/W PRP SEC TBM PC PT PI FD FD CM DW MES PVC PVT PVI IP CONC ASPH CONST T CH CH BRG

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NO ID

AutoCAD SHX Text 12345-000-00

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EX INV ENC RC BFS EFS BNC OC BTM

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R SL LT RT LF OHL UGL PAVT ROE EOP

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PEOP

AutoCAD SHX Text = CALCULATED = POINT = TRANSITION = BASELINE = DOUBLE = ELEVATION = UTILITY POLE IDENTIFICATION NUMBER = REINFORCED CONCRETE PIPE = ELIPTICAL REINFORCED CONCRETE PIPE = ASPHALT COATED CORRUGATED METAL PIPE = ASPHALT COATED CORRUGATED METAL PIPE ARCH = CORRUGATED METAL PIPE = GUARDRAIL = SURVEY CONTROL POINTS

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CALC PNT TRANS DBL EL PP# RCP ERCP ACCMP ACCMPA CMP

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= ASPHALT TO BE OVERLAYED ASPHALT TO BE OVERLAYED = EXCEPTION AREA WILL NOT BE OVERLAYED EXCEPTION AREA WILL NOT BE OVERLAYED = SIDE ROAD APRON SIDE ROAD APRON = ASPHALT APRONS (AT EXISTING PAVED DRIVEWAYS) ASPHALT APRONS (AT EXISTING PAVED DRIVEWAYS) = CONCRETE APRONS CONCRETE APRONS = NEW ASPHALT DRIVEWAY (AT DIRT DRIVES) NEW ASPHALT DRIVEWAY (AT DIRT DRIVES)

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MINIMUM 25'

MIN 1" MAX 1.5"

MINIMUM 25'

MIN 1" MAX 1.5"

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AutoCAD SHX Text Project Name:

AutoCAD SHX Text Sheet Name:

AutoCAD SHX Text 2025-05 NE 35th St - OCE - Master Plan.dwg

AutoCAD SHX Text

MWR

AutoCAD SHX Text

OSB

AutoCAD SHX Text

MWR

AutoCAD SHX Text COPYRIGHT © 2025 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.2025 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.Michael W. Radcliffe Engineering, Inc. All Rights Reserved.

AutoCAD SHX Text 2025-05

AutoCAD SHX Text 11-21-2025

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 2611 S.E. Lake Weir Avenue Ocala, FL 34471 (352) 629-5500 FAX (352) 629-1010

AutoCAD SHX Text

MICHAEL W. RADCLIFFE ENGINEERING, INC.

AutoCAD SHX Text Certificate No. EB-0006198 Michael W. Radcliffe P.E. #31170 Christopher A. Gwin P.E. #66568

AutoCAD SHX Text www.radcliffeengineering.com

AutoCAD SHX Text

EOP

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6" WHITE EDGE LINE

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BI-DIRECTIONAL AMBER

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RAISED REFLECTIVE MARKER

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6" YELLOW DOUBLE SOLID CENTER LINES

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EOP

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6" WHITE EDGE LINE

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STRIPING & RPM DETAIL

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NOT TO SCALE

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BI-DIRECTIONAL AMBER

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LANE LINES

STOP QUAD SIGN DETAIL

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7' MIN

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NOT TO SCALE

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FLAT WASHER

AutoCAD SHX Text 516"x2 " 12" BOLT

AutoCAD SHX Text 2"x2" 14'x14 GAUGE, STEEL POST 4 LBS/FT

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6' MINIMUM FROM EDGE OF ROADWAY

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2' MIN

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HIGH INTENSITY 30" STOP SIGN

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1" SPACING BETWEEN SIGNS

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5/16" NUT

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WRAP AROUND QUADRANT SIGNS

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5/16" LOCK WASHER

AutoCAD SHX Text 516"x1" BOLTx1" BOLT

AutoCAD SHX Text 516"x2 " 12" BOLT

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516" FLAT FLAT WASHER

AutoCAD SHX Text 2 9"x30" ALUMINUM BACKING

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ALUMINUM PYRAMID CAP

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FLAT WASHER

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1" SPACING

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516" NUT NUT

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STOP

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516" NUT NUT

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516" LOCK LOCK WASHER

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7' MIN

AutoCAD SHX Text 2"x2" 14 GAUGE, STEEL POST 4 LBS/FT

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6' MINIMUM FROM EDGE OF ROADWAY

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2' MIN

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HIGH INTENSITY SIGN

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TYPICAL SIGN DETAIL

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NOT TO SCALE

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ALUMINUM PYRAMID CAP

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FLAT WASHER

AutoCAD SHX Text 516"x2 " 12" BOLT

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516" NUT

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516" LOCK WASHER

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50' MAX

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STREET SIGN

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STOP OR YIELD SIGN @ RADIUS RETURN

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30' MAX

AutoCAD SHX Text ADVANCED TRAFFIC CONTROL SIGN (PLACE IN ACCORDANCE WITH M.U.T.C.D. TABLE 2C-3)2C-3))

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24" STOP BAR

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200' SOLID DOUBLE YELLOW

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(EXCEPT LOCAL STREETS)

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EOP

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EOP

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SILT FENCE DETAIL

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NOT TO SCALE

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ELEVATION

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VERTICAL

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SILT FLOW

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PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE.

AutoCAD SHX Text ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL.

AutoCAD SHX Text

DRIVE BOTH POSTS ABOUT 10 INCHES INTO THE GROUND AND BURY FLAP.

AutoCAD SHX Text

FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 FDOT SPEC.)

AutoCAD SHX Text POST OPTIONS: WOOD- 2 " DIA. MIN. 12" DIA. MIN. WOOD- 2x4" WOOD- 1 "x1 " 12"x1 " 12" STEEL- 1.33 LBS/FT. MIN

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ATTACHING TWO SILT FENCES

AutoCAD SHX Text 20°±

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OPTIONAL PIPE POSITION

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PRINCIPLE PIPE POSITION (CANTED 20°±TOWARD FLOW)

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FILTER FABRIC

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TRENCH AND BACKFILL OVER FILTER FABRIC AS SHOWN

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EXISTING PAVEMENT

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NEW PAVEMENT

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NEW PAVEMENT

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OVERLAY JOINTS

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NOT TO SCALE

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EXISTING PAVEMENT

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EXISTING PAVEMENT

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EXISTING PAVEMENT

AutoCAD SHX Text 45°

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MILLED

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SAW CUT

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1. PAVING MACHINES USED ON ROADWAYS WITHIN THE COUNTY SHALL HAVE A MINIMUM 10-FOOT SCREED WITH EXTENDAMATS, NOT CUT OFF SHOES. 2. ROADWAYS WITHIN THE COUNTY SHALL BE TESTED WITH A ROLLING STRAIGHT EDGE PER FDOT FM 5-509, OR THE MEASURING OF LONGITUDINAL PROFILE USING A LASER PROFILER IAW FDOT FMU 5-0549 EITHER BY THE PAVING CONTRACTOR VERIFIED BY THE COUNTY OR BY A TESTING LAB HIRED BY THE CONTRACTOR/DEVELOPER VERIFIED BY THE COUNTY. 3. NEW ROADWAYS (SUBDIVISIONS, ETC.) WITHIN THE COUNTY THAT NEED PATCHES SHALL BE PATCHED FROM CURB TO CURB OR FULL WIDTH A MINIMUM OF 20' EITHER SIDE OF REPAIR. 4. IN ADDITION TO THE MIN-MAX THICKNESS REQUIREMENTS, THE FOLLOWING RESTRICTIONS ARE PLACED ON THE RESPECTIVE MATERIAL WHEN USED AS A STRUCTURAL COURSE: SP-12.5 MAY NOT BE USED IN THE 1ST LAYER OF COURSES OVER 4.5" THICK. SP-9.5 LIMITED TO THE FINAL (TOP) STRUCTURAL LAYER, ONE LAYER ONLY. 5. WHEN CONSTRUCTION INCLUDES THE PAVING OF ADJACENT SHOULDERS <5' WIDE THE THICKNESS FOR THE UPPER PAVEMENT LAYER AND SHOULDER SHALL BE THE SAME AND PAVED IN A SINGLE PASS. 6. WHEN OVERLAYING EXISTING ASPHALT PAVEMENT ALL SURFACE JOINTS SHALL BE MECHANICALLY SAW CUT OR COLD MILLED. A MINIMUM DEPTH OF 1", MAXIMUM 1.5", FULL LANE WIDTH, AND A MINIMUM LENGTH OF 25' FOR THE TRANSITION IS REQUIRED. RC-70 OR EQUIVALENT LIQUID ASPHALT SHALL BE ADDED TO ALL SURFACE JOINTS TO FORM A SEAL.

AutoCAD SHX Text

PLAN VIEW

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MATCH EXISTING EDGE

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EDGE OF PROPOSED PAVEMENT

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MATCH EXISTING WIDTH

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LIMEROCK BASE

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TYPICAL NEW ASPHALT DRIVEWAY APRON

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NOT TO SCALE

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A 1.0" MINIMUM ASPHALTIC CONCRETE SP 9.5

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B 6" MINIMUM LIMEROCK BASE (LBR 100)

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EDGE OF PROPOSED PAVEMENT

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TIE INTO EXISTING UNPAVED DRIVEWAY

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SECTION VIEW

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EOP

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TYPICAL EXISTING ASPHALT PAVED DRIVEWAY APRON

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NOT TO SCALE

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A 1.0" MINIMUM ASPHALTIC CONCRETE SP 9.5

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EDGE OF PROP PAVEMENT

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TIE INTO EXISTING PAVED DRIVEWAY

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SECTION VIEW

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PLAN VIEW

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MATCH EXISTING EDGE

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EDGE OF PROPOSED PAVEMENT

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MATCH EXISTING WIDTH

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EOP

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PLAN VIEW

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MATCH EXISTING EDGE

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EDGE OF PROPOSED PAVEMENT

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MATCH EXISTING WIDTH

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TYPICAL CONCRETE PAVED DRIVEWAY APRON

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NOT TO SCALE

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SECTION VIEW

AutoCAD SHX Text INSTALL 6" REINFORCED CONCRETE W/6x6x10 W.W.F. TO MATCH NEW EDGE OF PAVEMENT.

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SAWCUT AND REMOVE EXISTING CONCRETE

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EDGE OF

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PROPOSED

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PAVEMENT

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EOP

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PLAN VIEW

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MATCH EXISTING EDGE

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EDGE OF PROPOSED PAVEMENT

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MATCH EXISTING WIDTH

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TYPICAL PAVED SIDE STREET APRON

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NOT TO SCALE

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A 1.0" MINIMUM ASPHALTIC CONCRETE SP 9.5

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EDGE OF PROPOSED PAVEMENT

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TIE INTO EXISTING PAVED DRIVEWAY

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SECTION VIEW

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EOP

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EOP

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6" WHITE EDGE LINE

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6" YELLOW 10-30 SKIP

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BI-DIRECTIONAL AMBER

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10-30 SKIP STRIPING & RPM DETAIL

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OSB

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AutoCAD SHX Text 1" = 50'

AutoCAD SHX Text 2025-05

AutoCAD SHX Text 11-21-2025

AutoCAD SHX Text Project Name:

AutoCAD SHX Text Checked:

AutoCAD SHX Text Designed:

AutoCAD SHX Text Date:

AutoCAD SHX Text By:

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AutoCAD SHX Text 2025-05 NE 35th St - OCE - Master Plan.dwg

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AutoCAD SHX Text 2611 S.E. Lake Weir Avenue Ocala, FL 34471 (352) 629-5500 FAX (352) 629-1010

AutoCAD SHX Text

MICHAEL W. RADCLIFFE ENGINEERING, INC.

AutoCAD SHX Text Certificate No. EB-0006198 Michael W. Radcliffe P.E. #31170 Christopher A. Gwin P.E. #66568

AutoCAD SHX Text

NORTH

AutoCAD SHX Text www.radcliffeengineering.com

AutoCAD SHX Text COPYRIGHT © 2025 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.2025 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.Michael W. Radcliffe Engineering, Inc. All Rights Reserved.

AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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AutoCAD SHX Text DBL SOLID YELLOW (typ.)

AutoCAD SHX Text WHITE EDGE LINE (typ.)

AutoCAD SHX Text WHITE EDGE LINE (typ.)

AutoCAD SHX Text PLAN NOTES 1. STRIPING AND R.P.M. PLACEMENT SHALL BE INSTALLED PER DETAIL ON STRIPING AND R.P.M. PLACEMENT SHALL BE INSTALLED PER DETAIL ON SHEET 5 AND FDOT STANDARD PLANS INDEX 706-001 & 711-001. PLACE BLUE R.P.M. AT ALL FIRE HYDRANT LOCATIONS PER MC-LDC. 2. ALL DRIVEWAY AND SIDE ROAD APRONS SHALL BE CONSTRUCTED AS PER ALL DRIVEWAY AND SIDE ROAD APRONS SHALL BE CONSTRUCTED AS PER DETAIL ON SHEET 5. 3. ROAD SIGNS SHALL BE RELOCATED AS DIRECTED BY THE PROJECT ROAD SIGNS SHALL BE RELOCATED AS DIRECTED BY THE PROJECT MANAGER WHEN NECESSARY, AND IN ACCORDANCE WITH THE DETAILS ON SHEET 5. 4. CONTRACTOR TO ENSURE PONDING DOES NOT OCCUR AT SIDE ROAD CONTRACTOR TO ENSURE PONDING DOES NOT OCCUR AT SIDE ROAD APRONS. ADJUST ASPHALT THICKNESS AND/OR GRADE SHOULDERS TO ENSURE THAT WATER DRAINS OFF THE ROADWAY.

AutoCAD SHX Text DBL SOLID YELLOW (typ.)

AutoCAD SHX Text STATION HASH MARK (typ.)

= ASPHALT TO BE OVERLAYED ASPHALT TO BE OVERLAYED = EXCEPTION AREA WILL NOT BE OVERLAYED EXCEPTION AREA WILL NOT BE OVERLAYED = SIDE ROAD APRON SIDE ROAD APRON = ASPHALT APRONS (AT EXISTING PAVED DRIVEWAYS) ASPHALT APRONS (AT EXISTING PAVED DRIVEWAYS) = CONCRETE APRONS CONCRETE APRONS = NEW ASPHALT DRIVEWAY (AT DIRT DRIVES) NEW ASPHALT DRIVEWAY (AT DIRT DRIVES)

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AutoCAD SHX Text Project Name:

AutoCAD SHX Text Sheet Name:

AutoCAD SHX Text

MWR

AutoCAD SHX Text

OSB

AutoCAD SHX Text

MWR

AutoCAD SHX Text 1" = 50'

AutoCAD SHX Text 2025-05

AutoCAD SHX Text 11-21-2025

AutoCAD SHX Text Project Name:

AutoCAD SHX Text Checked:

AutoCAD SHX Text Designed:

AutoCAD SHX Text Date:

AutoCAD SHX Text By:

AutoCAD SHX Text Revisions:

AutoCAD SHX Text 2025-05 NE 35th St - OCE - Master Plan.dwg

AutoCAD SHX Text File:

AutoCAD SHX Text Project:

AutoCAD SHX Text Drawn:

AutoCAD SHX Text Date:

AutoCAD SHX Text Scale:

AutoCAD SHX Text 2611 S.E. Lake Weir Avenue Ocala, FL 34471 (352) 629-5500 FAX (352) 629-1010

AutoCAD SHX Text

MICHAEL W. RADCLIFFE ENGINEERING, INC.

AutoCAD SHX Text Certificate No. EB-0006198 Michael W. Radcliffe P.E. #31170 Christopher A. Gwin P.E. #66568

AutoCAD SHX Text www.radcliffeengineering.com

AutoCAD SHX Text COPYRIGHT © 2025 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.2025 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.Michael W. Radcliffe Engineering, Inc. All Rights Reserved.

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text DBL SOLID YELLOW (typ.)

AutoCAD SHX Text WHITE EDGE LINE (typ.)

AutoCAD SHX Text WHITE EDGE LINE (typ.)

AutoCAD SHX Text PLAN NOTES 1. STRIPING AND R.P.M. PLACEMENT SHALL BE INSTALLED PER DETAIL ON STRIPING AND R.P.M. PLACEMENT SHALL BE INSTALLED PER DETAIL ON SHEET 5 AND FDOT STANDARD PLANS INDEX 706-001 & 711-001. PLACE BLUE R.P.M. AT ALL FIRE HYDRANT LOCATIONS PER MC-LDC. 2. ALL DRIVEWAY AND SIDE ROAD APRONS SHALL BE CONSTRUCTED AS PER ALL DRIVEWAY AND SIDE ROAD APRONS SHALL BE CONSTRUCTED AS PER DETAIL ON SHEET 5. 3. ROAD SIGNS SHALL BE RELOCATED AS DIRECTED BY THE PROJECT ROAD SIGNS SHALL BE RELOCATED AS DIRECTED BY THE PROJECT MANAGER WHEN NECESSARY, AND IN ACCORDANCE WITH THE DETAILS ON SHEET 5. 4. CONTRACTOR TO ENSURE PONDING DOES NOT OCCUR AT SIDE ROAD CONTRACTOR TO ENSURE PONDING DOES NOT OCCUR AT SIDE ROAD APRONS. ADJUST ASPHALT THICKNESS AND/OR GRADE SHOULDERS TO ENSURE THAT WATER DRAINS OFF THE ROADWAY.

= ASPHALT TO BE OVERLAYED ASPHALT TO BE OVERLAYED = EXCEPTION AREA WILL NOT BE OVERLAYED EXCEPTION AREA WILL NOT BE OVERLAYED = SIDE ROAD APRON SIDE ROAD APRON = ASPHALT APRONS (AT EXISTING PAVED DRIVEWAYS) ASPHALT APRONS (AT EXISTING PAVED DRIVEWAYS) = CONCRETE APRONS CONCRETE APRONS = NEW ASPHALT DRIVEWAY (AT DIRT DRIVES) NEW ASPHALT DRIVEWAY (AT DIRT DRIVES)

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AutoCAD SHX Text Project Name:

AutoCAD SHX Text Sheet Name:

AutoCAD SHX Text

MWR

AutoCAD SHX Text

OSB

AutoCAD SHX Text

MWR

AutoCAD SHX Text 1" = 50'

AutoCAD SHX Text 2025-05

AutoCAD SHX Text 11-21-2025

AutoCAD SHX Text Project Name:

AutoCAD SHX Text Checked:

AutoCAD SHX Text Designed:

AutoCAD SHX Text Date:

AutoCAD SHX Text By:

AutoCAD SHX Text Revisions:

AutoCAD SHX Text 2025-05 NE 35th St - OCE - Master Plan.dwg

AutoCAD SHX Text File:

AutoCAD SHX Text Project:

AutoCAD SHX Text Drawn:

AutoCAD SHX Text Date:

AutoCAD SHX Text Scale:

AutoCAD SHX Text 2611 S.E. Lake Weir Avenue Ocala, FL 34471 (352) 629-5500 FAX (352) 629-1010

AutoCAD SHX Text

MICHAEL W. RADCLIFFE ENGINEERING, INC.

AutoCAD SHX Text Certificate No. EB-0006198 Michael W. Radcliffe P.E. #31170 Christopher A. Gwin P.E. #66568

AutoCAD SHX Text www.radcliffeengineering.com

AutoCAD SHX Text COPYRIGHT © 2025 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.2025 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.Michael W. Radcliffe Engineering, Inc. All Rights Reserved.

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

10-30 SKIP RT SOLID YELLOW LT

AutoCAD SHX Text WHITE EDGE LINE (typ.)

AutoCAD SHX Text WHITE EDGE LINE (typ.)

AutoCAD SHX Text PLAN NOTES 1. STRIPING AND R.P.M. PLACEMENT SHALL BE INSTALLED PER DETAIL ON STRIPING AND R.P.M. PLACEMENT SHALL BE INSTALLED PER DETAIL ON SHEET 5 AND FDOT STANDARD PLANS INDEX 706-001 & 711-001. PLACE BLUE R.P.M. AT ALL FIRE HYDRANT LOCATIONS PER MC-LDC. 2. ALL DRIVEWAY AND SIDE ROAD APRONS SHALL BE CONSTRUCTED AS PER ALL DRIVEWAY AND SIDE ROAD APRONS SHALL BE CONSTRUCTED AS PER DETAIL ON SHEET 5. 3. ROAD SIGNS SHALL BE RELOCATED AS DIRECTED BY THE PROJECT ROAD SIGNS SHALL BE RELOCATED AS DIRECTED BY THE PROJECT MANAGER WHEN NECESSARY, AND IN ACCORDANCE WITH THE DETAILS ON SHEET 5. 4. CONTRACTOR TO ENSURE PONDING DOES NOT OCCUR AT SIDE ROAD CONTRACTOR TO ENSURE PONDING DOES NOT OCCUR AT SIDE ROAD APRONS. ADJUST ASPHALT THICKNESS AND/OR GRADE SHOULDERS TO ENSURE THAT WATER DRAINS OFF THE ROADWAY.

AutoCAD SHX Text

10-30 SKIP

= ASPHALT TO BE OVERLAYED ASPHALT TO BE OVERLAYED = EXCEPTION AREA WILL NOT BE OVERLAYED EXCEPTION AREA WILL NOT BE OVERLAYED = SIDE ROAD APRON SIDE ROAD APRON = ASPHALT APRONS (AT EXISTING PAVED DRIVEWAYS) ASPHALT APRONS (AT EXISTING PAVED DRIVEWAYS) = CONCRETE APRONS CONCRETE APRONS = NEW ASPHALT DRIVEWAY (AT DIRT DRIVES) NEW ASPHALT DRIVEWAY (AT DIRT DRIVES)

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AutoCAD SHX Text

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AutoCAD SHX Text Project Name:

AutoCAD SHX Text Sheet Name:

AutoCAD SHX Text

MWR

AutoCAD SHX Text

OSB

AutoCAD SHX Text

MWR

AutoCAD SHX Text 1" = 50'

AutoCAD SHX Text 2025-05

AutoCAD SHX Text 11-21-2025

AutoCAD SHX Text Project Name:

AutoCAD SHX Text Checked:

AutoCAD SHX Text Designed:

AutoCAD SHX Text Date:

AutoCAD SHX Text By:

AutoCAD SHX Text Revisions:

AutoCAD SHX Text 2025-05 NE 35th St - OCE - Master Plan.dwg

AutoCAD SHX Text File:

AutoCAD SHX Text Project:

AutoCAD SHX Text Drawn:

AutoCAD SHX Text Date:

AutoCAD SHX Text Scale:

AutoCAD SHX Text 2611 S.E. Lake Weir Avenue Ocala, FL 34471 (352) 629-5500 FAX (352) 629-1010

AutoCAD SHX Text

MICHAEL W. RADCLIFFE ENGINEERING, INC.

AutoCAD SHX Text Certificate No. EB-0006198 Michael W. Radcliffe P.E. #31170 Christopher A. Gwin P.E. #66568

AutoCAD SHX Text www.radcliffeengineering.com

AutoCAD SHX Text COPYRIGHT © 2025 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.2025 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.Michael W. Radcliffe Engineering, Inc. All Rights Reserved.

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text DBL SOLID YELLOW (typ.)

AutoCAD SHX Text WHITE EDGE LINE (typ.)

AutoCAD SHX Text WHITE EDGE LINE (typ.)

AutoCAD SHX Text PLAN NOTES 1. STRIPING AND R.P.M. PLACEMENT SHALL BE INSTALLED PER DETAIL ON STRIPING AND R.P.M. PLACEMENT SHALL BE INSTALLED PER DETAIL ON SHEET 5 AND FDOT STANDARD PLANS INDEX 706-001 & 711-001. PLACE BLUE R.P.M. AT ALL FIRE HYDRANT LOCATIONS PER MC-LDC. 2. ALL DRIVEWAY AND SIDE ROAD APRONS SHALL BE CONSTRUCTED AS PER ALL DRIVEWAY AND SIDE ROAD APRONS SHALL BE CONSTRUCTED AS PER DETAIL ON SHEET 5. 3. ROAD SIGNS SHALL BE RELOCATED AS DIRECTED BY THE PROJECT ROAD SIGNS SHALL BE RELOCATED AS DIRECTED BY THE PROJECT MANAGER WHEN NECESSARY, AND IN ACCORDANCE WITH THE DETAILS ON SHEET 5. 4. CONTRACTOR TO ENSURE PONDING DOES NOT OCCUR AT SIDE ROAD CONTRACTOR TO ENSURE PONDING DOES NOT OCCUR AT SIDE ROAD APRONS. ADJUST ASPHALT THICKNESS AND/OR GRADE SHOULDERS TO ENSURE THAT WATER DRAINS OFF THE ROADWAY.

AutoCAD SHX Text

10-30 SKIP

AutoCAD SHX Text WHITE EDGE LINE (typ.)

AutoCAD SHX Text WHITE EDGE LINE (typ.)

= ASPHALT TO BE OVERLAYED ASPHALT TO BE OVERLAYED = EXCEPTION AREA WILL NOT BE OVERLAYED EXCEPTION AREA WILL NOT BE OVERLAYED = SIDE ROAD APRON SIDE ROAD APRON = ASPHALT APRONS (AT EXISTING PAVED DRIVEWAYS) ASPHALT APRONS (AT EXISTING PAVED DRIVEWAYS) = CONCRETE APRONS CONCRETE APRONS = NEW ASPHALT DRIVEWAY (AT DIRT DRIVES) NEW ASPHALT DRIVEWAY (AT DIRT DRIVES)

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MWR

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