10-04 100% Silver Creek Improvement Plans.pdf

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DRAWING INDEX

DRAWING DESCRIPTIONSHEET NUMBER

SILVER CREEK and

SILVER CREEK 1ST ADDITION

Roadway Improvement Plans

MARION COUNTY

BOARD OF COUNTY COMMISSIONERS

M.S./ASSESSMENT DEPARTMENT

COVER SHEET1

4 SUMMARY OF QUANTITIES

LENGTH OF PROJECT

LINEAR FEET MILES

ROADWAY

BRIDGES

NET LENGTH OF PROJECT

EXCEPTIONS

GROSS LENGTH OF PROJECT

0.91

GENERAL NOTES

0.914,795

0.914,795

ASSESSMENT MAP AND ROLL PREVIOUSLY SUBMITTED

TO THE MARION COUNTY MUNICIPAL SERVICES

DEPARTMENT ON FULL SIZE (24"x36") SHEETS.

TYPICAL SECTION & CONSTRUCTION DETAILS

4,795

RECLAIM MAP5

Date:

Revisions to Plan Set

THIS DATE INDICATES THE LATEST DATE AT WHICH ANY

PART OF THIS PLAN SET WAS REVISED.

05-18-2026

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

CITIZEN'S STANDARDS FOR ASSESSMENT / MSTU ROAD DESIGN AND

CONSTRUCTION - BOCC POLICY 09-01

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

UTILITY COMPANIES

CONTACT PERSON PHONE NUMBER

DAN CANNON

UTILITY COMPANY

TELEPHONE

JASON RHODES (352) 351-6620OCALA ELECTRIC

WATER

SEWER NO SERVICE PROVIDED

CRAIG SANDERSCABLE - COX

NATURAL GAS NO SERVICE PROVIDED

(352) 368-8817

(352) 873-5631

(352) 622-1171

COUNTY COMMISSIONERS

DISTRICT 1 - CRAIG CURRY

DISTRICT 2 - KATHY BRYANT

DISTRICT 3 - MATT McCLAIN, VICE CHAIRMAN.

DISTRICT 4 - CARL ZALAK III, CHAIRMAN.

DISTRICT 5 - MICHELLE STONE

COUNTY ADMINISTRATOR -

MOUNIR BOUYOUNES

PROJECT COORDINATOR -

PETE HODGES

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MARION UTILITIES

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

MICHAEL W. RADCLIFFE , P.E. ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

100% IMPROVEMENT PLANS SILVER CREEK

PROJECT LOCATION MAP

(NOT TO SCALE)

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

MARION COUNTY, FLORIDA

Project Location

THIS MAP FOR SILVER CREEK ROADWAY IMPROVEMENT PLANS BASED ON:

· SILVER CREEK PLAT RECORDED IN PLAT BOOK "S" PAGE 97, 98, 99, 100

· SILVER CREEK FIRST ADDITION PLAT RECORDED IN PLAT BOOK "U" PAGE 59, PAGE 60

SILVER CREEK

PLAT BOOK "S" PAGE 97 - 100

SILVER CREEK

FIRST ADDITION

PLAT BOOK "U" PAGE 59,

MARCH 3, 2026

PROJECT NO. (765SCK565 )

THIS IS AN MS ROAD RECLAMATION PROJECT

N E

TH

A

VE

SR 40

HWY 326

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EXISTING 20' DRAINAGE EASEMENT

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NORTH

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Drainage Notes:

Utility Notes:

General Construction Notes:General Notes:

Survey Notes:

CONSTRUCTION STAKEOUT

SURVEYOR SHALL BE

RESPONSIBLE FOR BENCH

MARK & DATUM

VERIFICATION.

SIGNAGE & MAILBOXES

SHALL BE PROTECTED &

MAINTAINED DURING

CONSTRUCTION.

WATER VALVE BOXES

LOCATED IN ASPHALT ARE TO

BE PROTECTED AND

PRESERVED.

Legend To Plan Sheets:

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

MICHAEL W. RADCLIFFE , P.E. ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

100% IMPROVEMENT PLANS SILVER CREEK

AutoCAD SHX Text Checked:

AutoCAD SHX Text Designed:

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AutoCAD SHX Text Project Name:

AutoCAD SHX Text Sheet Name:

AutoCAD SHX Text 26-05 MSTU - Silver Creek.dwg

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MWR

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OSB

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MWR

AutoCAD SHX Text 2026-05

AutoCAD SHX Text 3-18-26

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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 COPYRIGHT © 2026 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.2026 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.Michael W. Radcliffe Engineering, Inc. All Rights Reserved.

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1. THE SITE SHALL REMAIN FREE OF EXCESS DUST AND DEBRIS AT ALL THE SITE SHALL REMAIN FREE OF EXCESS DUST AND DEBRIS AT ALL TIMES. ANY INCIDENCE OF EROSION, SEDIMENTATION, EXCESS DUST OR DEBRIS OCCURRING OFF-SITE AS A RESULT OF CONSTRUCTION ACTIVITIES ON THIS DEVELOPMENT SHALL BE CORRECTED BY THE CONTRACTOR WITHIN 24 HOURS OF EACH OCCURRENCE. 2. SHOULD CONTRACTOR ENCOUNTER LIMESTONE OR A SINK CHIMNEY SHOULD CONTRACTOR ENCOUNTER LIMESTONE OR A SINK CHIMNEY DURING CONSTRUCTION, THAT AREA WILL BE OVER-EXCAVATED AND BACK FILLED TO MEET THE KARST REPAIR REQUIREMENTS. 3. ALL FABRIC SILT FENCING SHALL BE IN PLACE PRIOR TO THE ALL FABRIC SILT FENCING SHALL BE IN PLACE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. REFER TO EROSION CONTROL SHEET(S) FOR LOCATION OF INSTALLATION AND QUANTITIES. 4. INSTALL SYNTHETIC BALES AT EACH END OF CROSS DRAIN(S) AS INSTALL SYNTHETIC BALES AT EACH END OF CROSS DRAIN(S) AS NECESSARY TO PREVENT SEDIMENT FROM FILLING THE CULVERT IN ACCORDANCE WITH FDOT INDEX 102. 5. IN THE EVENT THAT THE INTEGRITY OF THE FABRIC SILT FENCE HAS IN THE EVENT THAT THE INTEGRITY OF THE FABRIC SILT FENCE HAS BEEN BROKEN, REPLACEMENT MUST OCCUR WITHIN 24 HOURS OF EACH OCCURRENCE TO PREVENT THE DISCHARGE OF SEDIMENT OUTSIDE PROJECT. 6. DRAINAGE TO BE MAINTAINED DURING CONSTRUCTION. DRAINAGE TO BE MAINTAINED DURING CONSTRUCTION. 7. SYSTEM CLEANUP REQUIRED AT END OF CONSTRUCTION. SYSTEM CLEANUP REQUIRED AT END OF CONSTRUCTION. 8. SPECIAL ATTENTION IS DIRECTED TO THE FACT THAT PORTIONS OF SPECIAL ATTENTION IS DIRECTED TO THE FACT THAT PORTIONS OF SOME DRAINAGE STRUCTURES EXTEND INTO THE STABILIZED PORTION OF THE ROADBED AND EXTREME CAUTION WILL BE NECESSARY IN STABILIZATION OPERATIONS AT THESE LOCATIONS.

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1. ALL UTILITY CONSTRUCTION SHALL CONFORM TO THE MARION ALL UTILITY CONSTRUCTION SHALL CONFORM TO THE MARION COUNTY UTILITIES MANUAL, LATEST REVISION. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES AND REPORT ANY DISCREPANCY TO THE PROJECT ENGINEER. 3. UTILITIES SHOWN HEREIN HAVE BEEN LOCATED BASED ON ABOVE UTILITIES SHOWN HEREIN HAVE BEEN LOCATED BASED ON ABOVE GROUND EXISTENCE OF STRUCTURES. 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 COMPANY. SUCH CONTACT SHALL BE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT. 4. ANY UTILITIES OBSTRUCTIVE TO THE ROAD CONTRACTORS OPERATION ANY UTILITIES OBSTRUCTIVE TO THE ROAD CONTRACTORS 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 ROADWAY PROJECT. MARION COUNTY SHALL NOT BE HELD RESPONSIBLE FOR ANY DAMAGES OR DELAYS CAUSED BY THE LOCATION OR DISPOSITION OF ANY UTILITIES.

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1. ALL CONSTRUCTION COVERED BY THESE PLANS SHALL COMPLY WITH ALL CONSTRUCTION COVERED BY THESE PLANS SHALL COMPLY WITH THE MATERIAL REQUIREMENTS AND QUALITY CONTROL STANDARDS CONTAINED IN THE CITIZEN'S STANDARDS FOR ASSESSMENT / MSTU ROAD DESIGN AND CONSTRUCTION. 2. THE ROAD CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE THE ROAD CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE ROADWAY AND TRAFFIC DESIGN STANDARDS AS LISTED ON THE COVERSHEET. 3. POSTED SPEED IS 30 M.P.H. POSTED SPEED IS 30 M.P.H. 4. ROADWAY IS SYMMETRICAL ABOUT CENTERLINE UNLESS OTHERWISE ROADWAY IS SYMMETRICAL ABOUT CENTERLINE UNLESS OTHERWISE SHOWN ON PLANS AND CROSS SECTIONS.

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1. IF A DISCREPANCY IS OBSERVED IN INFORMATION SHOWN WITHIN THESE IF A DISCREPANCY IS OBSERVED IN INFORMATION SHOWN WITHIN THESE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT COORDINATOR PRIOR TO PROCEEDING WITH CONSTRUCTION OF THE WORK IN QUESTION. 2. LOCATION, ELEVATION, AND DIMENSIONS OF EXISTING UTILITIES, LOCATION, ELEVATION, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN IN ACCORDANCE WITH THE BEST INFORMATION AVAILABLE AT TIME OF THE PREPARATION OF THESE PLANS BUT DO NOT GUARANTEE TO BE ABSOLUTELY CORRECT. 3. THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION, AND THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING HIS WORK AND SHALL COMPLY WITH ALL STATE, COUNTY, AND LOCAL ORDINANCES AND OBTAIN ANY NECESSARY WORK PERMITS THAT MAY BE REQUIRED PRIOR TO CONSTRUCTION. 4. UTILITIES NOT UNDER THIS CONTRACT TO BE ADJUSTED BY UTILITY UTILITIES NOT UNDER THIS CONTRACT TO BE ADJUSTED BY UTILITY OWNERS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OF THE COORDINATION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OF THE COORDINATION OF CONSTRUCTION SCHEDULING BETWEEN THE CONTRACTOR AND ALL CONTRACTOR AND ALL UTILITY AGENCIES. NOTE: THIS INCLUDES MEETING WITH UTILITY AGENCIES PRIOR TO THE PRE-CONSTRUCTION CONFERENCE TO ADJUST CONFERENCE TO ADJUST THEIR SCHEDULES TO COINCIDE WITH THE CONTRACTORS CONSTRUCTION SCHEDULE. 6. POSSIBLE TREE TRIMMING AND REMOVAL MAY BE REQUIRED TO POSSIBLE TREE TRIMMING AND REMOVAL MAY BE REQUIRED TO PROVIDE ADEQUATE SIGHT DISTANCE, OR AS ORDERED BY THE ENGINEER. ALL EXPENSES INCURRED FOR THIS WORK WILL BE INCLUDED IN THE UNIT PRICE BID FOR CLEARING & GRUBBING. 7. MAINTENANCE OF TRAFFIC WILL BE THE RESPONSIBILITY OF THE MAINTENANCE OF TRAFFIC WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE APPROVED BY THE MARION COUNTY M.S. DEPARTMENT PRIOR TO ITS IMPLEMENTATION. 8. THE COUNTY RESERVES THE RIGHT TO PERFORM QUALITY ASSURANCE THE COUNTY RESERVES THE RIGHT TO PERFORM QUALITY ASSURANCE TESTING ON ALL MATERIALS DELIVERED TO PROJECT AND TO REJECT ALL MATERIALS NOT MEETING ACCEPTABLE STANDARDS. 9. ALL STREET SIGNS AND STREET MARKERS ARE TO BE REMOVED AND ALL STREET SIGNS AND STREET MARKERS ARE TO BE REMOVED AND RELOCATED AS DIRECTED BY THE ENGINEER. 10. WHERE CONNECTION TO AN EXISTING DRIVEWAY IS NOT INDICATED ON WHERE CONNECTION TO AN EXISTING DRIVEWAY IS NOT INDICATED ON THE PLANS, PROPER CONNECTION IS TO BE MADE AT THE DIRECTION OF THE ENGINEER. 11. ALL EXISTING DRAINAGE STRUCTURES TO BE PRESERVED WITHIN THE ALL EXISTING DRAINAGE STRUCTURES TO BE PRESERVED WITHIN THE RIGHT-OF-WAY. 12. THE CONTRACTOR SHALL PROVIDE BORROW MATERIAL FROM BORROW THE CONTRACTOR SHALL PROVIDE BORROW MATERIAL FROM BORROW PITS APPROVED BY THE ENGINEER, AND INCORPORATE IT INTO THE WORK IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 13. THE CONTRACTOR SHALL SUPPLY CONTROL POINTS FOR LINE AND THE CONTRACTOR SHALL SUPPLY CONTROL POINTS FOR LINE AND GRADE. 14. OVERALL CLEAN-UP SHALL BE ACCOMPLISHED BY THE CONTRACTOR IN OVERALL CLEAN-UP SHALL BE ACCOMPLISHED BY THE CONTRACTOR IN ACCORDANCE WITH COUNTY STANDARDS OR AS DIRECTED BY THE ENGINEER, ANY AND ALL EXPENSES INCURRED FOR THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR CLEARING AND GRUBBING. 15. THE CONTRACTOR SHALL ENDEAVOR TO PROTECT PRIVATE PROPERTY, THE CONTRACTOR SHALL ENDEAVOR TO PROTECT PRIVATE PROPERTY, ANY DAMAGE CAUSED BY THE CONTRACTOR IN THE PERFORMANCE OF HIS WORK SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. PAYMENT SHALL NOT BE MADE FOR THIS WORK. 16. ANY DAMAGE TO STATE, COUNTY, OR LOCAL ROADS CAUSED BY THE ANY DAMAGE TO STATE, COUNTY, OR LOCAL ROADS CAUSED BY THE CONTRACTOR'S HAULING OR EXCAVATION EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER, PAYMENT SHALL NOT BE MADE FOR THIS WORK. 17. ALL EROSION CONTROL FENCES AND BARRIERS SHALL BE ERECTED ALL EROSION CONTROL FENCES AND BARRIERS SHALL BE ERECTED PRIOR TO ANY LAND ALTERATIONS, MAINTAINED DURING CONSTRUCTION, AND REMOVED FOLLOWING SOIL STABILIZATION AND FINAL DRESSING. 18. RIGHT OF ENTRY FOR DRIVEWAY CONSTRUCTION TO BE COORDINATED RIGHT OF ENTRY FOR DRIVEWAY CONSTRUCTION TO BE COORDINATED BY CONTRACTOR WITH THE PROPERTY OWNER PRIOR TO CONSTRUCTION. 19. SOIL BORING INFORMATION SHOWN ON THIS PLAN SET IS COPIED SOIL BORING INFORMATION SHOWN ON THIS PLAN SET IS COPIED DIRECTLY FROM GEOTECHNICAL REPORT 1684049.100 ON 3/22/16. SOIL BORING INFORMATION IN THE GEOTECHNICAL REPORT WILL TAKE PRECEDENCE OVER ANY DISCREPANCY FOUND BETWEEN THE PLANS AND THE GEOTECHNICAL REPORT." 20. DRIVEWAYS ENCROACHING THE TRAVEL LANE SHALL BE CUT BACK TO DRIVEWAYS ENCROACHING THE TRAVEL LANE SHALL BE CUT BACK TO MATCH PROPOSED EDGE OF PAVEMENT. 21. BOCC POLICY 93-02 (FOR NEW ROAD CONSTRUCTION ONLY NOT FOR BOCC POLICY 93-02 (FOR NEW ROAD CONSTRUCTION ONLY NOT FOR RECLAMATION PROJECTS) DRIVEWAYS WILL BE PAVED TO THE RIGHT-OF-WAY LINE AND CULVERTS INSTALLED (IF NEEDED) TO ANY LOTS IMPROVED WITH INSTALLED (IF NEEDED) TO ANY LOTS IMPROVED WITH FENCE AND GATE OR TO LOTS ON WHICH A BUILDING PERMIT HAS BEEN OBTAINED, ALL TO BE IN EXISTENCE PRIOR TO DATE BIDS ARE BE IN EXISTENCE PRIOR TO DATE BIDS ARE ADVERTISED.

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1. LOCATION, ELEVATION, AND DIMENSIONS OF EXISTING UTILITIES, LOCATION, ELEVATION, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN IN ACCORDANCE WITH THE BEST INFORMATION AVAILABLE AT TIME OF THE PREPARATION OF THESE PLANS BUT DO NOT GUARANTEE TO BE ABSOLUTELY CORRECT. 2. ALL SECTION, BLOCK, AND PROPERTY CORNERS DISTURBED OR ALL SECTION, BLOCK, AND PROPERTY CORNERS DISTURBED OR DESTROYED BY CONSTRUCTION OPERATIONS SHALL BE REPLACED BY A FLORIDA REGISTERED SURVEYOR AT THE ROAD CONTRACTOR'S EXPENSE. COPIES OF THESE PLANS AS DESIGNED BY THE PROFESSIONAL ENGINEER HAVE BEEN RETAINED BY THE PROFESSIONAL PROFESSIONAL ENGINEER AND HE WILL NOT BE RESPONSIBLE FOR ANY SUBSEQUENT CHANGES TO THE REPRODUCIBLE ORIGINAL DOCUMENTS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE STAKEOUT OF THE PROJECT, i.e., LINE, GRADE, SLOPE STAKE, UTILITY RELOCATIONS OR ANY OTHER STAKEOUT THAT MAY BE REQUIRED TO COMPLETE THE PROJECT IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. ANY AND ALL EXPENSES INCURRED FOR THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR CONSTRUCTION LAYOUT. NO ADDITIONAL PAYMENT SHALL BE MADE FOR THIS WORK. 4. ANY U.S.C. & G.S. MONUMENT WITHIN LIMITS OF CONSTRUCTION IS TO ANY U.S.C. & G.S. MONUMENT WITHIN LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, PROJECT ENGINEER SHOULD NOTIFY; DIRECTOR, CHARTING & GEODETIC SERVICES 6801 EXECUTIVE BLVD. ATTN: C172 ROCKVILLE, MARYLAND 20852 PHONE: (301) 443-8319 5. PRIOR TO CONSTRUCTION, A FLORIDA LICENSED SURVEYOR SHALL PRIOR TO CONSTRUCTION, A FLORIDA LICENSED SURVEYOR SHALL REFERENCE ALL CONTROL MONUMENTATION AND RESET WITH MONUMENTATION CONFORMING TO THE FLORIDA MINIMUM TECHNICAL STANDARDS, ONCE CONSTRUCTION HAS BEEN COMPLETED.

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= OVERLAND FLOW DIRECTION

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= EXISTING CONTOUR ELEVATION

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= MILES PER HOUR

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= ELEVATION

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= CONCRETE

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= NOT TO SCALE

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NTS

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CONC

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EL

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MPH

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= POINT OF VERTICAL TANGENCY

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= IRON ROD & CAP

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PVT

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IRC

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= CORRUGATED METAL PIPE

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= BURIED TELEPHONE

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= POINT OF VERTICAL CURVATURE

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= POINT OF VERTICAL INTERSECTION

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= FIBER OPTIC CABLE MARKER

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= ELEVATION

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PVC

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PVI

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EL

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FOCM

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BT

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CMP

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STA

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AD

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WPP

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= RIGHT-OF-WAY

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= WOOD POWER POLE

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= ALGEBRAIC DISTANCE

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= STATION

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= VERTICAL CURVE

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VC

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= CONCRETE MONUMENT FOUND

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CMF

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= TELEPHONE RISER BOX

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TRB

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= EXISTING QUADRANT SIGN

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= PROPOSED DITCH BLOCK

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= CHAIN LINK FENCE

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= 4' FIELD WIRE FENCE

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= 4' HOG WIRE FENCE

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HWF

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WF

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CLF

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PKF

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PRF

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= PRIVACY FENCE

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= PICKET FENCE

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BWF

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= BOARD AND WIRE FENCE

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= TEMPORARY BENCHMARK WITH I.D.

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TBM G-1

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= IRRIGATION CONTROL BOX

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= WOOD POWER POLE

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= CABLE TV RISER BOX

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= WATER METER

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= FOUND 5/8" IRON ROD & CAP

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= TELEPHONE RISER BOX

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= GUY ANCHOR

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= FIRE HYDRANT

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= SANITARY MANHOLE

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= WATER VALVE

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= FOUND 4"X4" CONCRETE MONUMENT - NO I.D.

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= SET 5/8" IRON ROD & CAP - LS 5427

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= SET 4"X4" CONCRETE MONUMENT - LS 5427

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= CENTERLINE

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= EXISTING SIGN

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= BROKEN LINE; NOT DRAWN TO SCALE

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= LIGHT POLE

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= STORM DRAINAGE MANHOLE

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CO

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= SANITARY CLEAN-OUT

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= CORRUGATED METAL PIPE

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= REINFORCED CONCRETE PIPE

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= BURIED FIBER OPTIC CABLE

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= MAIL BOX

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= MAIL BOX WITH PAPER BOX

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= SPRINKLER

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= ELECTRIC BOX

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= WELL

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= AERIAL ELECTRIC

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= FIBER OPTIC CABLE MARKER

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= TEMPORARY BENCHMARK MARKER

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WV

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= # OF BOARDS / BOARD FENCE

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#BF

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= BARB WIRE FENCE

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= SPECIAL SWALE

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= SPECIAL SWALE WITH FLOW DIRECTION

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CMP

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RCP

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BFO

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= SOIL BORING

Ty pi ca l S ec tio n an d D et ai ls

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General Notes:

KARST REPAIR DETAIL

TYPICAL MAILBOX DETAIL

Notes:

1. STOP SIGN FACES SHALL BE 3M DIAMOND GRADE.

2. THE STREET SIGNS SHALL BE (4) BLADES NINE INCHES (9) WIDE.

FOR PUBLIC ROADS: SIX INCH TYPE "C" LETTERS, WHITE HIGH

INTENSITY (3M) SHEETING. THE BACKGROUND SHALL BE GREEN

REFLECTIVE SCOTCHLITE VIP 3M-PRESSURE SENSITIVE. FOR

PRIVATE ROADS: SIX INCH TYPE "C" LETTERS, GREEN HIGH

INTENSITY (3M) SHEETING. THE BACKGROUND SHALL BE WHITE

REFLECTIVE SCOTCHLITE VIP 3M-PRESSURE SENSITIVE.

3. ALL TRAFFIC SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH

THE MARION COUNTY TRAFFIC STANDARDS.

STANDARD MARION

COUNTY DETAILS SHOWN.

EXISTING SIGNAGE SHALL

BE MAINTAINED IN

PRIVATE SUBDIVISIONS.

TYPICAL INTERSECTION DETAIL

STREET NAME AND STOP SIGN INSTALLATION

SECTION A-A

TYPICAL TRAFFIC

CONTROL SIGN

Standards for Reclamation of Existing Paved Roads

POTHOLE REPAIR DETAIL

TYPICAL SECTION

RECLAIMED BASE

TYPICAL SECTION

RECLAMATION PROCESS

TYPICAL INTERSECTION TURNOUT DETAIL

TYPICAL DRIVEWAY TURNOUT DETAIL

ALL TRAFFIC SIGNS SHALL BE INSTALLED IN ACCORDANCE

WITH MARION COUNTY TRAFFIC STANDARDS.

TYPICAL REGULATORY AND WARNING SIGNS

24" x 30"

SIGN DESIGNATION:

SIZE:

R2-1 W8-3W14-1

PAVEMENT

ENDS

LIMIT

SPEED

DEAD

END

TYPICAL REGULATORY AND

WARNING SIGNS

24" x 30"

R?-?

NO

OUTLET

STREET SIGN

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

MICHAEL W. RADCLIFFE , P.E. ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

STOP

STREET SIGN

& STOP SIGN

100% IMPROVEMENT PLANS SILVER CREEK

AutoCAD SHX Text Checked:

AutoCAD SHX Text Designed:

AutoCAD SHX Text Date:

AutoCAD SHX Text By:

AutoCAD SHX Text Revisions:

AutoCAD SHX Text File:

AutoCAD SHX Text Project:

AutoCAD SHX Text Drawn:

AutoCAD SHX Text Date:

AutoCAD SHX Text Scale:

AutoCAD SHX Text Project Name:

AutoCAD SHX Text Sheet Name:

AutoCAD SHX Text 26-05 MSTU - Silver Creek.dwg

AutoCAD SHX Text

MWR

AutoCAD SHX Text

OSB

AutoCAD SHX Text

MWR

AutoCAD SHX Text 2026-05

AutoCAD SHX Text 3-18-26

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 © 2026 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.2026 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.Michael W. Radcliffe Engineering, Inc. All Rights Reserved.

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AutoCAD SHX Text SHOULD ANY NOTICEABLE SOIL SLUMPING OR SINKHOLE FORMATION BECOME EVIDENT, THE DEVELOPER SHALL IMMEDIATELY NOTIFY THE CITY AND SWFWMD AND ADOPT ONE OR MORE OF THE FOLLOWING PROCEDURES, AS APPROPRIATE:

AutoCAD SHX Text IF THE SLUMPING OR SINKHOLE FORMATION BECOMES EVIDENT BEFORE OR DURING CONSTRUCTION ACTIVITIES, ALL WORK (EXCEPT FOR MITIGATION ACTIVITIES) SHALL STOP IN THE AFFECTED AREA; THE DEVELOPER SHALL TAKE IMMEDIATE MEASURES TO ENSURE NO SURFACE WATER DRAINS INTO THE AFFECTED AREA; THE DEVELOPER SHALL VISUALLY INSPECT THE AFFECTED AREA; THE DEVELOPER SHALL EXCAVATE AND BACK FILL AS REQUIRED TO FILL THE AFFECTED AREA AND PREVENT FURTHER SUBSIDENCE. THE DEVELOPER SHALL USE GEOTEXTILE MATERIALS IN THE BACK FILLING OPERATION, WHEN APPROPRIATE. THE DEVELOPER SHALL MAINTAIN A MINIMUM DISTANCE OF FIVE (5) FEET FROM THE SURFACE OF THE AFFECTED AREA TO POTENTIAL LIME ROCK, CLAY, OR KARST CONNECTION; IF THE AFFECTED AREA IS IN THE VICINITY OF A WATER RETENTION AREA, THE DEVELOPER SHALL RELOCATE THE RETENTION AREA IF THE ABOVE METHODS DO NOT STABILIZE THE COLLAPSE.

AutoCAD SHX Text 24"

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SINK DIA.

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PLASTIC CLAY

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PROPOSED LINER

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CONCRETE GROUT

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EXIST. G.L

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BACKFILL W/ LIMEROCK

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BOULDERS (APPROX.

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THE DIA. OF EXIST. SINK)

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SIZE @ 1/2 TO 1/3

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EXIST. SINK CHIMNEY

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COMPACTED IMPERVIOUS

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- KARST SENSITIVE AREAS", SJRWMD, MAY 1988.

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REPAIR METHOD 2, SECTION 4.0, "APPLICANT'S HANDBOOK

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EDGE OF PAVEMENT

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1. ALL CONSTRUCTION COVERED BY THESE PLANS SHALL COMPLY WITH THE ALL CONSTRUCTION COVERED BY THESE PLANS SHALL COMPLY WITH THE MATERIAL REQUIREMENTS AND QUALITY CONTROL STANDARDS CONTAINED IN CONTAINED IN THE CITIZEN'S STANDARDS FOR ASSESSMENT / MSTU ROAD DESIGN AND CONSTRUCTION. 2. ALL ROADWAY PAVEMENT RADII ARE 40' UNLESS SHOWN OTHERWISE ON PLANS. ALL ROADWAY PAVEMENT RADII ARE 40' UNLESS SHOWN OTHERWISE ON PLANS. 3. THE ROAD CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES THE ROAD CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES SHOWN OR NOT SHOWN THROUGH DIRECT CONTACT WITH THE UTILITIES. SUCH CONTACT SHALL BE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT. ANY UTILITIES OBSTRUCTIVE TO HIS OPERATION ARE TO BE RELOCATED PRIOR TO CONSTRUCTION. MARION COUNTY SHALL NOT BE HELD RESPONSIBLE FOR ANY DAMAGES OR DELAYS CAUSED BY THE LOCATION OR DISPOSITION OF ANY UTILITIES. 4. ROADWAY IS SYMMETRICAL ABOUT CENTERLINE UNLESS OTHERWISE SHOWN ON ROADWAY IS SYMMETRICAL ABOUT CENTERLINE UNLESS OTHERWISE SHOWN ON SHOWN ON PLANS.

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STOP

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6' MINIMUM FROM EDGE OF ROADWAY

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WRAP AROUND QUADRANT SIGNS

AutoCAD SHX Text 2 1/2"x1/2" BOLT

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1/2" LOCK WASHER

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

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FLAT WASHER

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1/2" NUT

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HIGH INTENSITY DIAMOND GRADE 30" STOP SIGN

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1" SPACING

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1" SPACING BETWEEN SIGNS

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STOP SIGN

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30' MAX

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50' MAX

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24" STOP BAR (THERMOPLASTIC)

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100' OF 6" SOLID DOUBLE YELLOW (THERMOPLASTIC)

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EOP

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EOP

AutoCAD SHX Text 2 1/2"x1/2" BOLT

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FLAT WASHER

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FLAT WASHER

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5/16" NUT

AutoCAD SHX Text 2 EACH 9"x30" ALUMINUM BACKING

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ALUMINUM PYRAMID CAP

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1/2" NUT

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1/2" LOCK WASHER

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14 GAUGE 4 LBS/FT

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AutoCAD SHX Text STANDARDS FOR RECLAMATION OF EXISTING PAVED ROADS WILL CONSIST OF: MEASUREMENT TO ESTABLISH CENTERLINE (C/L) AND EDGE OF EXISTING PAVEMENT. MAINTAIN EXISTING EDGE OF PAVEMENT GRADE TO MATCH EXISTING DRIVEWAYS. ADD 4" OF LIMEROCK 4' WIDE TO CENTERLINE (C/L) TO MAINTAIN 2% GRADE TO EDGE. UNLESS DIRECTED OTHERWISE BY THE PROJECT MANAGER OR DESIGN ENGINEER, MIX EXISTING ASPHALT AND LIMEROCK TO A DEPTH OF 5" TO TAKE OUT ANY FRACTURE OF LIMEROCK. FINISH GRADE LIMEROCK AND COMPACT TO 98% DENSITY. PRIME LIMEROCK. PAVE WITH A MINIMUM OF 1-¼" OF TYPE SP-9.5 ASPHALT. ¼" OF TYPE SP-9.5 ASPHALT. " OF TYPE SP-9.5 ASPHALT. SOD ANY AREAS DISTURBED DURING CONSTRUCTION WITH LIKE KIND OF SOD. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF MAILBOXES IN CONFLICT WITH SHOULDER REGRADING, RECLAIMING AND PAVING. ALL WORK MENTIONED BELOW WILL BE INCLUDED IN THE PAY ITEM FOR PAVEMENT PREPARATION. DRIVEWAYS OR PAVED APPROACHES ARE NOT CONSTRUCTED DURING THIS PROCESS. DRIVEWAYS ENCROACHING THE TRAVEL LANE SHALL BE CUT BACK TO MATCH PROPOSED EDGE OF PAVEMENT. ALL DRIVEWAYS SHALL HAVE A CLEAN EDGE SAW CUT PRIOR TO PAVEMENT PLACEMENT. NO ADDITIONAL COMPENSATION FOR THIS WORK. PRIOR TO ANY PAVING. GRASS OR WEEDS OVERGROWING THE EDGES OF THE ROADWAY SHALL BE BLADED OFF TO DEFINE THE EDGE AND CLEANED SUFFICIENTLY TO ACCEPT THE ASPHALT. EDGE BLADING WILL INCLUDE A PROPER TRANSITION TO THE SHOULDER IN THE ABSOLUTE MINIMUM DISTANCE NECESSARY TO PROVIDE POSITIVE DRAINAGE FROM THE ROADWAY. MATERIALS RESULTING FROM BLADING OPERATIONS WILL BE DISPOSED OF BY THE CONTRACTOR OFFSITE OF THE PROJECT ONLY WHEN THE DESIGN ENGINEER OR PROJECT MANAGER HAS DETERMINED THAT SUCH MATERIAL WILL NOT BE NEEDED.

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

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PROPOSED PAVEMENT

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EXISTING PAVEMENT

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SPECIFICATIONS

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MINIMUM THICKNESS. COMPACTED TO NOT LESS THAN 98%

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POTHOLE WIDTH (W)

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SURFACE REPLACEMENT

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PATCH COURSE

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(1-1/4" MINIMUM)

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COMPACTED BACKFILL

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ADD NEW LIMEROCK BASE AS NECESSARY TO PROVIDE 8"

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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 LEAN STRAIGHT CUT 12" BACK FROM EDGE OF NEW LIMEROCK BASE PRIOR TO PLACING NEW SURFACE COURSE (TYPICAL ALL SIDES)

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LIMITS OF TREE REMOVAL

AutoCAD SHX Text R/W

AutoCAD SHX Text 25'

AutoCAD SHX Text -0.20 E/P

AutoCAD SHX Text -0.28

AutoCAD SHX Text (-) 0.06 ft/ft

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"

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50' RIGHT-OF-WAY

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PROFILE GRADE

AutoCAD SHX Text (-) 0.02 ft/ft

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SYMMETRICAL

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EXISTING STABILIZED SUBGRADE

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RECLAIMED BASE COURSE (LBR 100)

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EXISTING

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SUBGRADE

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EXISTING SWALE

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EXTENDED SHOULDER

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STABILIZED SHOULDER

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EXISTING LIMEROCK BASE COURSE

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1-1/4" ASPHALTIC CONCRETE (COMPACTED, TYPE SP-9.5)

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EXISTING STABILIZED SUBGRADE

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4" LIMEROCK (AS NECESSARY)

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EXISTING LIMEROCK BASE COURSE

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EXISTING ASPHALTIC CONCRETE (THICKNESS VARIES)

AutoCAD SHX Text A , B & C TO BE RECLAIMED. 4" THICKNESS BY 4' WIDE LIMEROCK (AS NECESSARY) TO BE ADDED TO EXISTING ROADWAY AND COMPACTED (LBR 100). RECLAIM A MINIMUM OF 5" OVERALL DEPTH BY A MINIMUM OF 0.25' BEYOND PROPOSED ASPHALT. RECLAIMED MATERIAL TO BE RECOMPACTED TO NO LESS THAN 98% OF MAXIMUM DENSITY PER MARION COUNTY SPECIFICATIONS (LBR 100). RE-GRADE TO RE-ESTABLISH ROAD CROWN. RECLAIM DEPTH AND WIDTH MAY BE ADJUSTED BASED ON FIELD CONDITIONS AS DIRECTED BY MSTU PROJECT MANAGER

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PAVEMENT

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SYMMETRICAL

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LIMEROCK

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LIMITS OF RECLAMATION PROCESS

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LIMEROCK

AutoCAD SHX Text (-) 0.02 ft/ft

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BITUMINOUS PRIME COAT

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SOD ALL DISTURBED AREAS (PALLET SOD ONLY)

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LIMEROCK (AS SPECIFIED)

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PAVEMENT (AS SPECIFIED)

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ROAD BEING RECLAIMED

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INTERSECTING ROAD

AutoCAD SHX Text SAW CUT FROM 18" TURNOUT FROM EDGE OF ASPHALT. BLEND, AS NECESSARY, TO MATCH EXISTING ASPHALT ON INTERSECTING ROAD FIELD ADJUST AS DIRECTED BY MSTU PROJECT MANAGER.

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ROAD BEING RECLAIMED

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EXISTING DRIVEWAY

SAW CUT AND REMOVE 18" OF EXISTING DRIVEWAY TO ACCOMMODATE LIMEROCK BOX OUT. FILL GAP WITH ASPHALT FLUSH WITH TOP OF DRIVEWAY.

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THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

MICHAEL W. RADCLIFFE , P.E. ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

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1.1 MOBILIZATION / DEMOBILIZATION (INCLUDES IN, P&P, AND BID BOND)

1.2 MAINTENANCE OF TRAFFIC (INCLUDES TEMPORARY STRIPING)

2.1 PAVEMENT PREP (INCLUDES C&G AND DRIVEWAY PREP DESCRIBED IN SPECS)

2.2 RECLAIM 5" DEPTH

2.3 LIMEROCK, 4" THICK x 4' WIDE

2.4 PRIME COAT

2.5 1.25" ASPHALT CONCRETE TYPE SP9.5

3 SHOULDER REMOVAL & SOD

3.1 FINISH GRADING & SOD - 16" PALLET SOD - MATCH EXISTING TYPES (INCLUDES HIGH SHOULDER REMOVAL

4 DRAINAGE

4.1 SILT FENCE

5 PAVEMENT MARKINGS

5.1 6" DOUBLE YELLOW STRIPE (THERMOPLASTIC)

5.2 24 IN x 12 FT WHITE STOP BAR (THERMOPLASTIC)

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NOTES

100% IMPROVEMENT PLANS SILVER CREEK

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AutoCAD SHX Text 26-05 MSTU - Silver Creek.dwg

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MWR

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OSB

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MWR

AutoCAD SHX Text COPYRIGHT © 2026 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.2026 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.Michael W. Radcliffe Engineering, Inc. All Rights Reserved.

AutoCAD SHX Text 2026-05

AutoCAD SHX Text 3-18-26

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.

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

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SIGNAGE & MAILBOXES

SHALL BE PROTECTED &

MAINTAINED DURING

CONSTRUCTION.

WATER VALVE BOXES

LOCATED IN ASPHALT ARE TO

BE PROTECTED AND

PRESERVED.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

MICHAEL W. RADCLIFFE , P.E. ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

100% IMPROVEMENT PLANS SILVER CREEK

= PAVEMENT AREA TO BE RECLAIMED

= PLATTED LOT NUMBER

= PLATTED LOT LINE

= ASSESSMENT AREA

LEGEND

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EXISTING 20' DRAINAGE EASEMENT

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R25' (TYP.)

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R25' (TYP.)

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R25' (TYP.)

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R25' (TYP.)

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NO

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OUTLET

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 Sheet Name:

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OSB

AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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MWR

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NORTH

AutoCAD SHX Text 3-18-26

AutoCAD SHX Text 1" = 100'

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MWR

AutoCAD SHX Text 2026-05

AutoCAD SHX Text 26-05 MSTU - Silver Creek.dwg

AutoCAD SHX Text Project Name:

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COPYRIGHT © 2026 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.2026 Michael W. Radcliffe Engineering, Inc. All Rights Reserved.Michael W. Radcliffe Engineering, Inc. All Rights Reserved.