9-05 100% Plans- Ivy Place.pdf
PDF 2 MB Posted
- Solicitation number
- 26-112
- Issued by
- Marion County, Florida
About this file
This is a 100% construction plan set prepared by Michael W. Radcliffe Engineering, Inc. for Marion County Board of County Commissioners' M.S.T.U./Assessment Department for the Rainbow Lakes Estates Ivy Place Road Improvement Project in Marion County, Florida. The project involves the reclamation and widening of existing roadways within the Rainbow Lakes Estates subdivision, with SW Ivy Place as the primary focus. Work includes clearing and grubbing for road widening from 18 feet to 20 feet of pavement, importing limerock to re-establish the 2 percent roadway slope, regrading high shoulders and swales, and sodding both road shoulders and right-of-way areas. An additional drainage improvement area at 20154 SW Rainbow Lakes Boulevard involves excavation and grading of a swale approximately 250 feet by 23 feet by 1.5 feet deep, including ditchblocks and dirt berm installation along the property line. The plan set, dated July 7, 2026, encompasses eight sheets including cover sheet, five detailed maps, typical sections and details, and a summary of quantities. Planned construction includes roadway reclamation with a minimum 5-inch reclaimed base course and 1.25-inch asphaltic concrete overlay (Type SP-9.5), limerock importation totaling 1,920 tons, sod installation of 18,664 square yards, thermoplastic striping, traffic control sign installation, silt fence placement of 3,000 linear feet, and mobilization/demobilization activities.
The project references Marion County's Citizens Standards for Assessment/M.S.T.U. Road Design and Construction (BOCC Policy 09-01), F.D.O.T. roadway and traffic design standards, F.D.O.T. standard specifications for road and bridge construction, and Marion County Land Development Code requirements. The contractor is responsible for verifying all utility locations, obtaining necessary design standards, and replacing any section, block, or property corners disturbed during construction at the contractor's expense. All traffic control signage must comply with Marion County traffic standards, and pavement markings include 6-inch double yellow stripes and 24-inch white stop bars applied as thermoplastic. The project coordinator is Pete Hodges, with County Administrator Mounir Bouyounes and representation from all five County Commissioner districts listed. Construction specifications detail pavement preparation, pothole repair, leveling courses, overlay application, tack coat requirements, and reclamation procedures to ensure proper compaction to 98 percent maximum density per Marion County standards.
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Text version
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DRAWING INDEX
DRAWING DESCRIPTIONSHEET NUMBER
RAINBOW LAKES ESTATES
Ivy Place
Road Improvement Plans FY 26/27
MARION COUNTY
BOARD OF COUNTY COMMISSIONERS
M.S.T.U./ASSESSMENT DEPARTMENT
COVER SHEET1
TYPICAL SECTION & DETAILS
SUMMARY OF QUANTITIES
MAP 3
MAP 12
MAP 2
KEY MAP
NOT TO SCALE
MAP 45
Date:
Revisions to Plan Set
THIS DATE INDICATES THE LATEST DATE AT WHICH ANY
PART OF THIS PLAN SET WAS REVISED.
07-07-2026
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
RICK MARINO
UTILITY COMPANY
AT&T (TELEPHONE)
JERRY BOLDUC (352) 274-2896SECO ELECTRIC
MARION COUNTY UTILITIES - WATER
SEWER
MAIN OFFICE
NO SERVICE PROVIDED
SCOTT OSEBOLDCOMCAST CABLE
NATURAL GAS NO SERVICE PROVIDED
MAP 56
(352) 796-0178
(352) 267-7620
(352) 307-6000
GENERAL NOTES:
1. ALL CONSTRUCTION COVERED BY THESE PLANS SHALL COMPLY WITH THE MATERIAL
REQUIREMENTS AND QUALITY CONTROL STANDARDS CONTAINED IN THE MARION COUNTY
LAND DEVELOPMENT CODE.
2. THE ROAD CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE ROADWAY
AND TRAFFIC DESIGN STANDARDS AS LISTED ABOVE.
3. 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 THIS 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. 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.
5. COPIES OF THESE PLANS AS DESIGNED BY THE PROFESSIONAL ENGINEER HAVE BEEN
RETAINED BY THE PROFESSIONAL ENGINEER AND HE WILL NOT BE RESPONSIBLE FOR
ANY SUBSEQUENT CHANGES TO THE REPRODUCIBLE ORIGINAL DOCUMENTS.
6. THIS PLAN BASED ON OVERALL MAPS OF SILVER SPRING SHORES PROVIDED BY MARION
G.I.S. DEPARTMENT & MARION COUNTY UTILITY DEPARTMENT.
7. PAVE MINIMUM 25' RADII RETURNS AT ALL INTERSECTIONS.
8. PROVIDE 1' WIDE EDGE TAPER MATCH AT DRIVEWAYS.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THEY ARE USING THE
LATEST APPROVED "PERMITTED" PLANS PRIOR TO BEGINNING CONSTRUCTION.
2 1
LENGTH OF PROJECT
LINEAR FEET MILES
MAP 1
MAP 2
MAP 3
MAP 4
MAP 5
GROSS LENGTH OF PROJECT 1.57,895
2,719
0.985,176
A
- MAP NUMBER
- UNIT LETTER
100% IMPROVEMENT PLANS RAINBOW LAKES ESTATES
0.52
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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= EXISTING 2016 MSBU PROGRAM (COMPLETE)
= EXISTING 2019 MSBU PROGRAM (COMPLETE)
= EXISTING 2022 MSBU PROGRAM (COMPLETE)
= EXISTING 2023 MSBU PROGRAM (COMPLETE)
= EXISTING 2025 MSBU PROGRAM (COMPLETE)
= 2026 MSBU ROAD IMPROVEMENTS (RECLAIM)
= TRUCK ROUTE FOR IMPROVEMENT BY M.C.
TRANS. DEPT.
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SW EDGEWATER BOULEVARD
AutoCAD SHX Text
SW NAUTILUS BOULEVARD
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SW NEPTUNE BOULEVARD
AutoCAD SHX Text
SW MANGO LANE
AutoCAD SHX Text
SW NECTARINE LANE
AutoCAD SHX Text
SW PAPAYA LANE
AutoCAD SHX Text
SW KINGFISH RD
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SW BONITA ROAD
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SW SAILFISH RD
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SW BEACH BOULEVARD
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SW BEACH BOULEVARD
AutoCAD SHX Text
SW BEACH BOULEVARD
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SW BEACH BOULEVARD
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SE 136TH TERRACE
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SE 124 TERRACE
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SW SHASTA COURT
AutoCAD SHX Text
SE 110TH PLACE
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SE 100TH PLACE
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APPROXIMATELY 1,500' BOTH SIDES
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NORTH
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= EXISTING 2016 MSBU PROGRAM (COMPLETE)
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= EXISTING 2022 MSBU PROGRAM (COMPLETE)
= EXISTING 2023 MSBU PROGRAM (COMPLETE)
= EXISTING 2025 MSBU PROGRAM (COMPLETE)
= 2026 MSBU ROAD IMPROVEMENTS (RECLAIM)
= TRUCK ROUTE FOR IMPROVEMENT BY M.C.
TRANS. DEPT.
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SW RAINBOW LAKES BOULEVARD
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SW MARINE BOULEVARD
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SW EAGLE DRIVE
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SW FLAMINGO DRIVE
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SW LARK DRIVE
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SW NIGHTINGALE DRIVE
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SW CREVALLE ROAD
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SW BASS ROAD
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SW CARP RD
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SW DOLPHIN STREET
AutoCAD SHX Text
SW BLUEGILL ROAD
AutoCAD SHX Text
SW KINGFISH ROAD
AutoCAD SHX Text
SW MARINE BOULEVARD
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SW RAINBOW LAKES BOULEVARD
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SW ORIOLE DRIVE
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SW PEACOCK DRIVE
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SW ROBIN DRIVE
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SW STARLING DRIVE
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SW TROUT STREET
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SW POMPANO ROAD
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SW CARDINAL AVENUE
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SW AUDUBON AVENUE
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SW CARDINAL AVENUE
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SW AUDUBON AVENUE
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SW SAILFISH ROAD
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SW AZALEA COURT
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SW MARLIN RD
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SW AZALEA COURT
AutoCAD SHX Text
SW AZALEA COURT
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SW MARINE BOULEVARD
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SW RAINBOW LAKES BOULEVARD
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SW OLEANDER PLACE
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SW MOSSWOOD STREET
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SW SUNNYDALE STREET
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SW FOUR OAKS STREET
AutoCAD SHX Text
SW IDLEWILD STREET
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SW PEACH BLOSSOM STREET
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SW RAINTREE STREET
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SW HONEYSUCKLE STREET
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SW PLANTATION STREET
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SW DIXIE ST
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SW GREAT LAKES BOULEVARD
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SW GREAT LAKES BOULEVARD
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SW BEGONIA COURT
AutoCAD SHX Text
SW BEGONIA COURT
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SW CARNATION COURT
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SW CARNATION COURT
AutoCAD SHX Text
SW DAHLIA COURT
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SW DAHLIA COURT
AutoCAD SHX Text
SW EVERGREEN COURT
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SW EVERGREEN COURT
AutoCAD SHX Text
SW FLORAL COURT
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SW FLORAL COURT
AutoCAD SHX Text
SW GARDENIA COURT
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SW GARDENIA COURT
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SW HYACINTH COURT
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SW HYACINTH COURT
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SW IRIS COURT
AutoCAD SHX Text
SW HYACINTH PLACE
AutoCAD SHX Text
SW IVY PLACE
AutoCAD SHX Text
S US HIGHWAY 41
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SW TIGER LAKE BOULEVARD
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SW BREAKWATER BOULEVARD
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SW SURF BOULEVARD
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SW ANCHOR BOULEVARD
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SW EDGEWATER BOULEVARD
AutoCAD SHX Text
SW NAUTILUS BOULEVARD
AutoCAD SHX Text
SW NEPTUNE BOULEVARD
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SW MANGO LANE
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SW NECTARINE LANE
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SW PAPAYA LANE
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SW KINGFISH RD
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SW BONITA ROAD
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SW SAILFISH RD
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SW BEACH BOULEVARD
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SW BEACH BOULEVARD
AutoCAD SHX Text
SW BEACH BOULEVARD
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AutoCAD SHX Text 2026-16 RLE - Ivy Place - Master.dwg
AutoCAD SHX Text 1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text North
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
MWR
AutoCAD SHX Text
RDR
AutoCAD SHX Text
MWR
AutoCAD SHX Text 1" = 500'
AutoCAD SHX Text COPYRIGHT © Michael W. Radcliffe Engineering, Inc. 2026. All Rights Reserved.Michael W. Radcliffe Engineering, Inc. 2026. All Rights Reserved.2026. All Rights Reserved.. All Rights Reserved.
AutoCAD SHX Text 2026-16
AutoCAD SHX Text 07-01-26
AutoCAD SHX Text
HOUSE #20154
AutoCAD SHX Text CONSTRUCT SWALE/DITCH APPROX 250' +/- x 23' WIDTH SWALE 1.5' DEPTH 4 DITCHBLOCKS 1 FT BERM ALONG PROPERTY LINE
AutoCAD SHX Text
WIDEN AND RECLAIM
WIDEN AND RECLAIM
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= EXISTING 2016 MSBU PROGRAM (COMPLETE)
= EXISTING 2019 MSBU PROGRAM (COMPLETE)
= EXISTING 2022 MSBU PROGRAM (COMPLETE)
= EXISTING 2023 MSBU PROGRAM (COMPLETE)
= EXISTING 2025 MSBU PROGRAM (COMPLETE)
= 2026 MSBU ROAD IMPROVEMENTS (RECLAIM)
= TRUCK ROUTE FOR IMPROVEMENT BY M.C.
TRANS. DEPT.
AutoCAD SHX Text
SW JONQUIL COURT
AutoCAD SHX Text
SW KERRIA COURT
AutoCAD SHX Text
SW LOBELIA COURT
AutoCAD SHX Text
SW MARIGOLD COURT
AutoCAD SHX Text
SW OXALIS COURT
AutoCAD SHX Text
SW PORTULACA COURT
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SW TIGER LAKE BOULEVARD
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SW TIGER LAKE BOULEVARD
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SW TIGER LAKE BOULEVARD
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SW TIGER LAKE BOULEVARD
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SW BREAKWATER BOULEVARD
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SW BREAKWATER BOULEVARD
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SW SURF BOULEVARD
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SW SURF BOULEVARD
AutoCAD SHX Text
SW MARINE BOULEVARD
AutoCAD SHX Text
SW RAINBOW LAKES BOULEVARD
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SW PERSIMMON LANE
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SW PORTULACA COURT
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SW PERSIMMON LANE
AutoCAD SHX Text
SW PORTULACA COURT
AutoCAD SHX Text
SW VIOLA COURT
AutoCAD SHX Text
SW WISTERIA COURT
AutoCAD SHX Text
SW ZINNIA COURT
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SW HOLIDAY DRIVE
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SW CHANNEL HEIGHTS COURT
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SW SHOREWOOD DRIVE
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SW ZEPHYR HILL COURT
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SW TAMARIX COURT
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SW TARPON BOULEVARD
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SW SHASTA COURT
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SW VIOLA COURT
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SW WISTERIA COURT
AutoCAD SHX Text
SW ZINNIA COURT
AutoCAD SHX Text
SW CHANNEL HEIGHTS COURT
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SW TARPON BOULEVARD
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SW SHOREWOOD DRIVE
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SW FRESHWATER COURT
AutoCAD SHX Text
SW DEEPWATER COURT
AutoCAD SHX Text
SW CLEARWATER COURT
AutoCAD SHX Text
SW DRIFTWOOD COURT
AutoCAD SHX Text
SW WATERVIEW COURT
AutoCAD SHX Text
SW SHOREWOOD DRIVE
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SW MARINE BOULEVARD
AutoCAD SHX Text
SW BEACH BOULEVARD
AutoCAD SHX Text
SW RAINBOW LAKES BOULEVARD
AutoCAD SHX Text
SW SHOREWOOD DRIVE
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SW TIGER LAKE BOULEVARD WEST
AutoCAD SHX Text
SW SHOREWOOD DRIVE
AutoCAD SHX Text
SW SOUTH COURT
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SW SOUTH BEACH COURT
AutoCAD SHX Text
SW SOUTH HILLS COURT
AutoCAD SHX Text
SW SOUTH LAKES COURT
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SW SOUTH HAVEN COURT
AutoCAD SHX Text
SW SOUTH WIND COURT
AutoCAD SHX Text
SW SOUTH VIEW COURT
AutoCAD SHX Text
SW SOUTH WATER COURT
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SW SHOREWOOD DRIVE
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SW SHOREWOOD DRIVE
AutoCAD SHX Text
SW SHOREWOOD DRIVE
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SW SHOREWOOD DRIVE
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SW NORTH BEACH ROAD
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SW LAKELAND HEIGHTS AVENUE
AutoCAD SHX Text
SW NAUTILUS BOULEVARD
AutoCAD SHX Text
SW BARNACLE DRIVE
AutoCAD SHX Text
SW WHITE SANDS ROAD
AutoCAD SHX Text
SW NORTH LAKE BOULEVARD
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SW BEAVER DRIVE
AutoCAD SHX Text
SW ANCHOR BOULEVARD
AutoCAD SHX Text
SW EDGEWATER BOULEVARD
AutoCAD SHX Text
SW NAUTILUS BOULEVARD
AutoCAD SHX Text
SW NEPTUNE BOULEVARD
AutoCAD SHX Text
SW BREEZY PINT DRIVE
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SW ADMIRAL LANDING DRIVE
AutoCAD SHX Text
SW SOUNDVIEW DRIVE
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SW WESTWATER DRIVE
AutoCAD SHX Text
SW WESTVIEW AVENUE
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SW UPLANDS AVENUE
AutoCAD SHX Text
SW MERMAID LANE
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SW SAILBOAT DRIVE
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SW ZENITH DRIVE
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SW SHOREWOOD DRIVE NORTH
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SW ANCHOR BOULEVARD
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SW EDGEWATER BOULEVARD
AutoCAD SHX Text
SW NAUTILUS BOULEVARD
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SW NEPTUNE BOULEVARD
AutoCAD SHX Text
SW MANGO LANE
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SW NECTARINE LANE
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SW PAPAYA LANE
AutoCAD SHX Text
SW PINTO PLACE
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SW WAVE LANE
AutoCAD SHX Text
SW DEERPARK HEIGHTS ROAD
AutoCAD SHX Text
SW HARBOR HILLS ROAD
AutoCAD SHX Text
SW TIMBERLAKE ROAD
AutoCAD SHX Text
SW BONABLE DRIVE
AutoCAD SHX Text
SW SUNSHINE RIDGE ROAD
AutoCAD SHX Text
SW SYLVAN HEIGHTS ROAD
AutoCAD SHX Text
SW VIBURNUM ROAD
AutoCAD SHX Text
SW PERSIMMON LANE
AutoCAD SHX Text
SW BREEZY POINT DRIVE
AutoCAD SHX Text
SW ADMIRAL LANDING DRIVE
AutoCAD SHX Text
SW SOUNDVIEW DRIVE
AutoCAD SHX Text
SW TIGER LAKE BOULEVARD
AutoCAD SHX Text
SW BREAKWATER BOULEVARD
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SW SURF BOULEVARD
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SW BEACH BOULEVARD
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SW SHASTA COURT
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AutoCAD SHX Text 2026-16 RLE - Ivy Place - Master.dwg
AutoCAD SHX Text 1 inch = ft.
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( IN FEET )
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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 North
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
MWR
AutoCAD SHX Text
RDR
AutoCAD SHX Text
MWR
AutoCAD SHX Text 1" = 500'
AutoCAD SHX Text COPYRIGHT © Michael W. Radcliffe Engineering, Inc. 2026. All Rights Reserved.Michael W. Radcliffe Engineering, Inc. 2026. All Rights Reserved.2026. All Rights Reserved.. All Rights Reserved.
AutoCAD SHX Text 2026-16
07-01-26 ap
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= EXISTING 2016 MSBU PROGRAM (COMPLETE)
= EXISTING 2019 MSBU PROGRAM (COMPLETE)
= EXISTING 2022 MSBU PROGRAM (COMPLETE)
= EXISTING 2023 MSBU PROGRAM (COMPLETE)
= EXISTING 2025 MSBU PROGRAM (COMPLETE)
= 2026 MSBU ROAD IMPROVEMENTS (RECLAIM)
= TRUCK ROUTE FOR IMPROVEMENT BY M.C.
TRANS. DEPT.
AutoCAD SHX Text
SW SEA CLIFF AVENUE
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SW SEA CLIFF AVENUE
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SW SEA CLIFF AVENUE
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SW PINTO PLACE
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SW WAVE LANE
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SW IVY PLACE
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SW ALGIERS COURT
AutoCAD SHX Text
SW MOINES COURT
AutoCAD SHX Text
SW GERING COURT
AutoCAD SHX Text
SW YAZOO COURT
AutoCAD SHX Text
SW VALENCIA HEIGHTS AVENUE
AutoCAD SHX Text
SW GRANDVIEW AVENUE
AutoCAD SHX Text
SW HILLCREST AVENUE
AutoCAD SHX Text
SW WOOD ROAD
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SW VIBURNUM ROAD
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SW PERSIMMON LANE
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SW PINE BLUFFS ROAD
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SW MONACO COURT
AutoCAD SHX Text
SW VALENCIA HEIGHTS AVENUE
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SW IVY PLACE
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SW CHILLA COURT
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SW MINEOLA LANE
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SW LIME RIDGE LANE
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SW KEARNEY LANE
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SW TIMBERLAKE ROAD
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SW BREEZY POINT DRIVE
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SW ADMIRAL LANDING DRIVE
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SW DEERPARK HEIGHTS ROAD
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SW HARBOR HILLS ROAD
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SW HILLIARD AVENUE
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SW BLUEBERRY LANE
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SW HUCKLEBERRY LANE
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SW PLAZA COURT
AutoCAD SHX Text
SW OBEE RIDGE ROAD
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SW OBEE RIDGE ROAD
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SW INDIAN HILL DRIVE
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SW INDIAN HILL DRIVE
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SW TAMIAMI PLACE
AutoCAD SHX Text
SW FIG TREE LANE
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SW BIG TREE ROAD
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SW BREEZY POINT DRIVE
AutoCAD SHX Text
SW TIMBERLAKE ROAD
AutoCAD SHX Text
SW GREEN BAY DRIVE
AutoCAD SHX Text
SW PONY RIDGE DRIVE
AutoCAD SHX Text
SW COTTONWOOD LANE
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SW VIBURNUM ROAD
AutoCAD SHX Text
SW WILLOW ROAD EXTENSION
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SW BAMBOO LANE
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SW ARROW LEAF TRAIL
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SW TAMIAMI PLACE
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SW FIG TREE LANE
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SW BIG TREE ROAD
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SW BREEZY POINT DRIVE
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SW TIMBERLAKE ROAD
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SW HUNTER HILL AVENUE
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SW LEMON HILL DRIVE
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SW PINEAPPLE HILL DRIVE
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SW LOMBARDY LANE
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SW DOGWOOD LANE
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SW REMORA LANE
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SW MALLARD AVENUE
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SW RAINELLE ROAD
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SW TIMBERLAKE ROAD
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SW TERRAPIN DRIVE
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SW MANDRAKE DRIVE
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SW SHAMROCK AVENUE
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SW COLUMBINE AVENUE
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SW AMBERJACK AVENUE
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SW SKYLARK STREET
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SW CROCUS LANE
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SW MALLARD AVENUE
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SW SHAMROCK AVENUE
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SW COLUMBINE AVENUE
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SW AMBERJACK AVENUE
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SW SHAMROCK AVENUE
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SW LUNA AVENUE
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SW MALLARD AVENUE
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AutoCAD SHX Text 2026-16 RLE - Ivy Place - Master.dwg
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
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AutoCAD SHX Text
AutoCAD SHX Text North
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
MWR
AutoCAD SHX Text
RDR
AutoCAD SHX Text
MWR
AutoCAD SHX Text 1" = 500'
AutoCAD SHX Text COPYRIGHT © Michael W. Radcliffe Engineering, Inc. 2026. All Rights Reserved.Michael W. Radcliffe Engineering, Inc. 2026. All Rights Reserved.2026. All Rights Reserved.. All Rights Reserved.
AutoCAD SHX Text 2026-16
AutoCAD SHX Text 07-01-26 ap
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= EXISTING 2016 MSBU PROGRAM (COMPLETE)
= EXISTING 2019 MSBU PROGRAM (COMPLETE)
= EXISTING 2022 MSBU PROGRAM (COMPLETE)
= EXISTING 2023 MSBU PROGRAM (COMPLETE)
= EXISTING 2025 MSBU PROGRAM (COMPLETE)
= 2026 MSBU ROAD IMPROVEMENTS (RECLAIM)
= TRUCK ROUTE FOR IMPROVEMENT BY M.C.
TRANS. DEPT.
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SW SEA CLIFF AVENUE
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SW MERMAID LANE
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SW SEA CLIFF AVENUE
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SW BLUEBERRY LANE
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SW HUCKLEBERRY LANE
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SW PLAZA COURT
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SW LITTLE CLIFFS DRIVE
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SW BIG BEAR RIDGE
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SW SANDSY POINT AVENUE
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SW PARADISE HEIGHTS ROAD
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SW WINDING HILLS ROAD
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SW HALF MOON DRIVE
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SW OBEE RIDGE ROAD
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SW PENSACOLA DRIVE
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SW LITTLE CLIFFS DRIVE
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SW BIG BEAR RIDGE
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SW SANDSY POINT AVENUE
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SW PARADISE HEIGHTS ROAD
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SW WINDING HILLS ROAD
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SW HALF MOON DRIVE
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SW OBEE RIDGE ROAD
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SW TEMPLE HEIGHTS COURT
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SW SEAWEED AVENUE
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SW PENSACOLA DR
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SW INDIAN HILL DRIVE
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SW INDIAN HILL DRIVE
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SW TAMIAMI PLACE
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SW TAMIAMI PLACE
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SW LOMBARDY LANE
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SW DOGWOOD LANE
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SW REMORA LANE
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SW MANDRAKE DRIVE
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SW AMBERJACK AVENUE
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SW SHAMROCK AVENUE
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SW MALLARD AVENUE
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SW LUNA AVENUE
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SW CROCUS LANE
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SW REDWING ROAD
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SW NARCISSUS ROAD
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SW SPARROW ROAD
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SW REDWOOD DRIVE
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SW BUENA VISTA ROAD
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SW MALLARD AVENUE
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SW AMBERJACK AVENUE
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SW COMMODORE ROAD
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SW TREE TOP ROAD
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SW ALVAREZ ROAD
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SW WINDING HILLS ROAD
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SW RIDGEWOOD ROAD
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SW BUENA VISTA ROAD
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SW COMMODORE ROAD
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SW TREE TOP ROAD
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SW ALVAREZ ROAD
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SW WINDING HILLS ROAD
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SW RIDGEWOOD ROAD
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SW SYCAMORE ROAD
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SE 114TH PLACE
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SE 139TH COURT
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SE 138TH AVENUE
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SE136TH TERRACE
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SE 135TH COURT
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SE 134TH COURT
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SE 133RD AVENUE
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SE 131ST TERRACE
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SE 130TH COURT
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SE 116TH LANE
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SE 139TH COURT
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SE 138TH AVENUE
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SE136TH TERRACE
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SE 135TH COURT
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SE 134TH COURT
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SE 133RD AVENUE
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SE 131ST TERRACE
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SE 130TH COURT
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SE 136TH TERRACE
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SE 135TH COURT
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SE 134TH COURT
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SE 133RD AVENUE
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SE 131ST TERRACE
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SE 130TH COURT
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SE 110TH PLACE
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SE 136TH AVENUE
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SE 134TH TERRACE
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SE 133RD TERRACE
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SE 132ND COURT
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SE 131ST AVENUE
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SE 107TH PLACE
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SE 105TH LANE
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SE 130TH AVENUE
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SE 114TH PLACE
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SE 110TH PLACE
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SE 105TH LANE
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SE 129TH COURT
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SE 128TH AVENUE
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SE 126TH TERRACE
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SE 125TH COURT
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SE 124TH COURT
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SE 123RD AVENUE
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SE 129TH COURT
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SE 128TH AVENUE
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SE 126TH TERRACE
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SE 125TH COURT
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SE 129TH COURT
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SE 128TH AVENUE
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SE 126TH TERRACE
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SE 125TH COURT
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SE COUNTY ROAD 337
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SW WOODLAND AVENUE
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SW MALLARD AVENUE
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SW SHAMROCK AVENUE
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SW COLUMBINE AVENUE
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SW AMBERJACK AVENUE
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SW SHAMROCK AVENUE
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SW LUNA AVENUE
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SW MALLARD AVENUE
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SE 136TH TERRACE
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SE 124 TERRACE
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SE 110TH PLACE
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SE 100TH PLACE
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APPROXIMATELY 1,500' BOTH SIDES
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AutoCAD SHX Text 2026-16 RLE - Ivy Place - Master.dwg
AutoCAD SHX Text 1 inch = ft.
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( IN FEET )
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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
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MWR
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RDR
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MWR
AutoCAD SHX Text 1" = 500'
AutoCAD SHX Text COPYRIGHT © Michael W. Radcliffe Engineering, Inc. 2026. All Rights Reserved.Michael W. Radcliffe Engineering, Inc. 2026. All Rights Reserved.2026. All Rights Reserved.. All Rights Reserved.
AutoCAD SHX Text 2026-16
AutoCAD SHX Text 07-01-26 ap
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MATCH MAP 4 MATCH MAP 3
= EXISTING 2016 MSBU PROGRAM (COMPLETE)
= EXISTING 2019 MSBU PROGRAM (COMPLETE)
= EXISTING 2022 MSBU PROGRAM (COMPLETE)
= EXISTING 2023 MSBU PROGRAM (COMPLETE)
= EXISTING 2025 MSBU PROGRAM (COMPLETE)
= 2026 MSBU ROAD IMPROVEMENTS (RECLAIM)
= TRUCK ROUTE FOR IMPROVEMENT BY M.C.
TRANS. DEPT.
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SW AMBERJACK AVENUE
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SW AMBERJACK AVENUE
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SW AMBERJACK AVENUE
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SW BUENA VISTA ROAD
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SW TREE TOP ROAD
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SW WINDING HILLS ROAD
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SW RIDGEWOOD ROAD
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SW FALCON AVENUE
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SW FALCON AVENUE
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SW REDWOOD DRIVE
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SW MANDRAKE DRIVE
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SW ASPEN LANE
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SW WATER OAK AVENUE
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SW FOXGLOVE LANE
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SW GERANIUM AVENUE
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SW BANYAN LANE
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SW HEMLOCK AVENUE
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SW TAMARIND LANE
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SW WATER OAK AVENUE
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SW GERANIUM AVENUE
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SW HEMLOCK AVENUE
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SW TERRAPIN DRIVE
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SW BUENA VISTA ROAD
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SW RIDGEWOOD ROAD
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SW HANK HOFF AVENUE
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SW SUTTON AVENUE
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SW CHESTNUT AVENUE
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SW HIGHVIEW AVENUE
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SW SUMMERFIELD AVENUE
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SW HILLSDALE AVENUE
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SW SUNSET AVENUE
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SW FAIRVIEW AVENUE
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SW HOLLY ROAD
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SW SMALLWOOD ROAD
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SW BUENA VISTA ROAD
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SW RIDGEWOOD ROAD
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SW HOLLY ROAD
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SW SMALLWOOD ROAD
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SW BUENA VISTA ROAD
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SW RIDGEWOOD ROAD
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SW AMBERJACK AVENUE
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AutoCAD SHX Text 2026-16 RLE - Ivy Place - Master.dwg
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 North
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
MWR
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RDR
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MWR
AutoCAD SHX Text 1" = 500'
AutoCAD SHX Text COPYRIGHT © Michael W. Radcliffe Engineering, Inc. 2026. All Rights Reserved.Michael W. Radcliffe Engineering, Inc. 2026. All Rights Reserved.2026. All Rights Reserved.. All Rights Reserved.
AutoCAD SHX Text 2026-16
07-01-26
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 R12-5W8-3 W14-1
PAVEMENT
ENDS
LIMIT
SPEED
DEAD
END
WEIGHT
LIMIT
8T 12T 16T
TYPICAL REGULATORY AND
WARNING SIGNS
POTHOLE REPAIR DETAIL
DOUBLE YELLOW CENTER
STRIP TO BE 100' TYPICAL.
* - ALL STRIPING TO BE
COORDINATED WITH MSTU
PROJECT MANAGER PRIOR
TO INTALLATION.
Leveling and Overlay Specifications: Standards for Overlaying Existing Asphalt Roadways
Standards for Reclamation of Existing Paved Roads
TYPICAL INTERSECTION DETAIL
4' M
IN
' M
IN
6' TO 12'
6'
TO
12'
STREET NAME AND STOP SIGN INSTALLATION
SECTION A-A
TYPICAL TRAFFIC
CONTROL SIGN
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TYPICAL DRIVEWAY TURNOUT DETAIL
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TYPICAL SECTION
RECLAIMED BASE
TYPICAL SECTION WIDENING
AND RECLAMATION PROCESS
LIMEROCK BASE COURSE WIDENING (2-LIFTS, 100 LBR,
PRIOR TO RECLAIM). EXCAVATE 18" WIDE MINIMUM OF 12"
DEEP FOR INSTALLATION OF NEW LIMEROCK. LIMEROCK IS
TO BE FINISHED FLUSH WITH TOP OF EXISTING ASPHALT.
(TYPICAL BOTH SIDES)
REGRADE SWALE TO
ACCOMMODATE WIDENING. USE
DIRT FROM LIMEROCK BOXOUT.
REGRADE SWALE TO
ACCOMMODATE WIDENING. USE
DIRT FROM LIMEROCK BOXOUT.
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%
AutoCAD SHX Text (W+2')
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POTHOLE WIDTH (W)
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SURFACE REPLACEMENT
AutoCAD SHX Text 12"
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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 CONTRACTOR SHALL MAKE A LEAN STRAIGHT CUT 12" BACK FROM EDGE OF NEW LIMEROCK BASE PRIOR TO PLACING NEW SURFACE COURSE (TYPICAL ALL SIDES)
AutoCAD SHX Text PAVEMENT PREPARATION: PRIOR TO ANY OVERLAY OF EXISTING PAVEMENT, GRASS OR WEEDS OVERGROWING THE EDGES OF THE ROADWAY SHALL BE BLADED OFF TO DEFINE THE EDGE, AND CLEANED SUFFICIENTLY TO ACCEPT THE OVERLAY. EDGE BLADING SHALL INCLUDE A PROPER TRANSITION TO THE SHOULDER IN THE ABSOLUTE MINIMUM DISTANCE NECESSARY. ONLY WHEN THE ENGINEER OR PROJECT MANAGER HAS DETERMINED THAT SUCH MATERIAL WILL NOT BE NEEDED ON THE PROJECT, MATERIALS RESULTING FROM THE BLADING OPERATION SHALL BE DISPOSED OF BY THE CONTRACTOR OFFSITE OF THE PROJECT. THE ROADWAY SHALL BE BROOMED AND ALL HOLES AND CRACKS ¼" IN WIDTH SHALL BE HOT-POURED AND MEET THE REQUIREMENTS OF ASTM SPECIFICATION D3405 AND THE APPROVAL OF THE ENGINEER OR PROJECT MANAGER. REPAIR POTHOLES ACCORDING TO DETAILS. THIS WORK, INCLUDING THE REMOVAL AND DISPOSAL OF ALL RESULTING MATERIALS, IS INCLUDED IN THE PAY ITEM OF PAVEMENT PREPARATION. CRACKS UNDER ¼" IN WIDTH SHALL BE FILLED BY THE APPLICATION OF RS-1 OR RS-2 SPECIFIED FOR THE TACK COAT WHICH SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THAT ITEM. MEASUREMENT FOR THIS WORK SHALL BE AS PER THE PLAN QUANTITY UNLESS A REVISION IN THE LENGTH OF ROADWAY INVOLVED IS AUTHORIZED. PAYMENT FOR THIS WORK WHICH INCLUDES FILLING OF CRACKS ¼" OR GREATER, POTHOLE PATCHING EXPOSING AND CLEANING EDGE OF PAVEMENT, MINIMUM TAPERING OF THE SHOULDER, AND CLEANING THE ENTIRE PAVEMENT SHALL BE DONE AT THE CONTRACT UNIT PRICE PER SQUARE YARD FOR PAVEMENT PREPARATION. LEVELING: LEVELING COURSE SHALL BE APPLIED TO ALL AREAS INDICATED IN THE PLANS OR BY PROJECT MANAGER AND TO THE THICKNESS AND DIMENSIONS AS SHOWN IN THE PLANS OR DETERMINED BY THE PROJECT MANAGER. TACK COAT OR PRIME COAT FOR THE LEVELING COURSE IS CONSIDERED INCIDENTAL TO THE WORK AND SHALL NOT BE A SEPARATE PAY ITEM. MEASUREMENT SHALL BE PER PLAN QUANTITY UNLESS ADDITIONAL AREAS NOT SHOWN ON THE PLANS ARE DESIGNATED BY THE ENGINEER OR PROJECT MANAGER. PAYMENT SHALL BE AT THE CONTRACT UNIT PRICE PER TON. PAVEMENT OVERLAY: THE OVERLAY SHALL CONSIST OF ONE OR MORE OF THESE OPERATIONS: A. APPLICATION OF AN ASPHALTIC CONCRETE OVERLAY OF SPECIFIED THICKNESS AND APPLICATION OF AN ASPHALTIC CONCRETE OVERLAY OF SPECIFIED THICKNESS AND TYPE. MEASUREMENT SHALL BE AS PER PLAN QUANTITIES EXCEPT AS CHANGED DUE TO MODIFICATIONS IN THE LENGTH OR WIDTH OF OVERLAY PLACEMENT. PAYMENT FOR THIS ITEM SHALL BE AT THE CONTRACT UNIT PRICE PER SQUARE YARD OF ASPHALTIC CONCRETE OVERLAY. TACK COAT: ASPHALT EMULSIONS FOR TACK COAT SHALL CONSIST OF AE90, AE 200H, RS-2 OR SPECIAL MS. OTHER REQUIREMENTS FOR THE ASPHALT EMULSIONS OF TACK COAT SHALL BE IN ACCORDANCE WITH SECTIONS 300 AND 916 OF THE CURRENT F.D.O.T. SPECIFICATIONS. THE APPLICATION OF TACK AS A TYPE OF CRACK RELIEF LAYER OVER EXISTING PAVEMENTS SHALL BE BY APPLICATION HEAVY ENOUGH TO FULFILL THAT PURPOSE. THE RATE OF APPLICATION OF TACK PLACED OVER EXISTING PAVEMENT PRIOR TO APPLICATION OF OVERLAY SHALL ALSO BE AT A RATE TO BE DETERMINED DURING APPLICATION.
AutoCAD SHX Text PAVEMENT PREPARATION: PRIOR TO ANY OVERLAY OF EXISTING PAVEMENT, GRASS OR WEEDS OVERGROWING THE EDGES OF THE ROADWAY SHALL BE BLADED OFF TO DEFINE THE EDGE AND CLEANED SUFFICIENTLY TO ACCEPT THE OVERLAY. EDGE BLADING WILL INCLUDE A PROPER TRANSITION TO THE SHOULDER IN THE ABSOLUTE MINIMUM DISTANCE NECESSARY. MATERIALS RESULTING FROM THE BLADING OPERATION 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. THE ROADWAY WILL BE BROOMED AND ALL HOLES AND CRACKS ¼” OR OR OVER FILLED. MATERIAL USED FOR FILLING CRACKS OVER ¼” IN WIDTH WILL BE IN WIDTH WILL BE HOT-POURED. WITH THE APPROVAL OF THE DESIGN ENGINEER, A LEVELING COURSE MAY ALSO BE REQUIRED. ALL WORK MENTIONED ABOVE WILL BE INCLUDED IN THE PAY ITEM FOR PAVEMENT PREPARATION. CRACKS LESS THAN ¼” IN WIDTH WILL BE FILLED BY THE APPLICATION OF IN WIDTH WILL BE FILLED BY THE APPLICATION OF RS-1 OR RS-2 SPECIFIED FOR THE TACK COAT WHICH WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THAT ITEM. MILLING ACROSS THE FRONT OF DRIVEWAYS WILL BE DONE IN A MANNER IN WHICH THE ASPHALT WILL MATCH THE EXISTING DRIVEWAY SURFACE. THIS WORK, INCLUDING THE REMOVAL AND DISPOSAL OF ALL RESULTING MATERIALS, IS INCLUDED IN THE PAY ITEM OF PAVEMENT PREPARATION. MEASUREMENT FOR ALL AFOREMENTIONED WORK WILL BE AS PER THE PLAN QUANTITY UNLESS A REVISION IN THE LENGTH OF THE ROADWAY INVOLVED IS AUTHORIZED. PAYMENT FOR THIS WORK WHICH INCLUDES FILLING OF CRACKS ¼” OR GREATER, EXPOSING AND CLEANING EDGE OF OR GREATER, EXPOSING AND CLEANING EDGE OF PAVEMENT, MINIMUM TAPERING OF THE SHOULDER, MILLING TO MATCH EXISTING DRIVEWAYS AND CLEANING THE ENTIRE PAVEMENT SHALL BE DONE AT THE CONTRACT UNIT PRICE PER SQUARE YARD FOR PAVEMENT PREPARATION. ASPHALT OVERLAY WILL CONSIST OF A MINIMUM OF 1-¼” ASPHALT TYPE ASPHALT TYPE SP-9.5 WITH MAXIMUM OF 15% RECLAIM MIX PAVEMENT PREPARATION INCLUDES BROOMING OF ASPHALT, CLIPPING OF GRASS OFF EDGE OF EXISTING ASPHALT, CRACK SEALING OF CRACKS ¼” OR WIDER, MILLING ACROSS FRONT OF DRIVEWAYS SO ASPHALT WILL MATCH DRIVEWAY AND REMOVAL OF MILLING. PAY ITEM WILL BE PER SQUARE YARD.
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. MIX EXISTING ASPHALT AND LIMEROCK TO A DEPTH OF 6-8" 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. DRIVEWAYS OR PAVED APPROACHES ARE NOT CONSTRUCTED DURING THIS PROCESS; EXISTING DRIVEWAYS WILL BE MATCHED TO PAVEMENT EDGE.
AutoCAD SHX Text
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
AutoCAD SHX Text 1"x5/16" BOLT
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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
AutoCAD SHX Text A
AutoCAD SHX Text A
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AutoCAD SHX Text 2026-16 RLE - Ivy Place - Master.dwg
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
MWR
AutoCAD SHX Text
RDR
AutoCAD SHX Text
MWR
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text COPYRIGHT © Michael W. Radcliffe Engineering, Inc. 2026. All Rights Reserved.Michael W. Radcliffe Engineering, Inc. 2026. All Rights Reserved.2026. All Rights Reserved.. All Rights Reserved.
AutoCAD SHX Text 2026-16
AutoCAD SHX Text 07-01-26
AutoCAD SHX Text
UNLESS OTHERWISE NOTED ALL RADII TO BE 25'
AutoCAD SHX Text
ROAD BEING RECLAIMED
AutoCAD SHX Text
INTERSECTING ROAD
AutoCAD SHX Text 18" TURNOUT FROM EDGE OF ASPHALT. BLEND, AS NECESSARY, TO MATCH EXISTING ASPHALT ON INTERSECTING ROAD.
AutoCAD SHX Text
ROAD BEING RECLAIMED
AutoCAD SHX Text
EXISTING DRIVEWAY
AutoCAD SHX Text SAW CUT AND REMOVE 18" OF EXISTING DRIVEWAY TO ACCOMMODATE LIMEROCK BOX OUT. FILL GAP WITH ASPHALT FLUSH WITH TOP OF DRIVEWAY.
AutoCAD SHX Text NOTES: 1. UNLESS OTHERWISE SPECIFIED, MATERIALS AND METHODS OF OPERATION REQUIRED TO UNLESS OTHERWISE SPECIFIED, MATERIALS AND METHODS OF OPERATION REQUIRED TO INSTALL NEW AND REPLACEMENT…
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