NTS

MOUNIR BOUYOUNES, P.E.

ANGEL STOWE

ASSESSMENT MAP SEPARATELY SUBMITTED TO THE

MARION COUNTY M.S.T.U. DEPARTMENT.

PROJECT LOCATION

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA

DELAND 4

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

FT PIERCE

FT MYERS

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

FORT WALTON

BEACH

PENSACOLA

WEST PALM

BEACH

FLORIDA

TURNPIKE

PANAMA

CITY

LAKE

CITY

DAYTONA

BEACH

SARASOTA -

BRADENTON

BEE LINE

EXPRESSWAY

DISTRICT 1 - CRAIG CURRY

DISTRICT 2 - KATHY BRYANT

DISTRICT 3 - MATT MCCLAIN, VICE CHAIRMAN

DISTRICT 4 - CARL ZALAK, III, CHAIRMAN

DISTRICT 5 - MICHELLE STONE

COVER SHEET

12/14/22 FINAL PLAN SET

SHEET NUMBER DESCRIPTION

01 COVER SHEET

DESCRIPTIONDATE DATE

SUBMITTALS

SHEET

NO.

REVISIONS MARION COUNTY BOARD OF COMMISSIONERS

M.S.T.U. ASSESSMENT DEPARTMENT

BELLEVIEW HEIGHTS ESTATES UNIT 8

PAVING ASSESSMENT MAP

DESCRIPTION

C. WOOD

M. CANTRELL, P.E.

M. CANTRELL, P.E.

11801 Research Drive Alachua, Florida 32615

(352)331-1976 www.nv5.com

CHAD WICKER

02 GENERAL NOTES

03 CONSTRUCTION DETAILS AND SEDIMENTATION CONTROL

04 MASTER VIEW

05 ROADWAY PLAN

NV5

11801 RESEARCH DRIVE

ALACHUA, FL 32615

(352)331-1976

ELECTRIC:

SUMTER ELECTRIC COOPERATIVE (SECO) (352) 770-7326

TELECOM/CABLE:

CHARTER COMMUNICATIONS (352) 527-2189

CENTURY LINK (850) 815-3144

1-800-432-4770

BEFORE YOU DIG !

CALL SUNSHINE STATE ONE CALL OF FLORIDA

AT LEAST TWO FULL BUSINESS DAYS BEFORE

DIGGING OR DISTURBING EARTH

Know what'sbelow.

before you dig.Call

R

LINEAR FEET

ROADWAY

NET LENGTH OF PROJECT

EXCEPTIONS

BRIDGES

GROSS LENGTH OF PROJECT

MILES

581 0.11

581 0.11

581 0.11

AutoCAD SHX Text

LOCATION MAP

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PROJECT SITE

AutoCAD SHX Text MARION COUNTY, FLORIDA BOARD OF COUNTY COMMISSIONERS M.S.T.U. / ASSESSMENT DEPARTMENT

AutoCAD SHX Text BELLEVIEW HEIGHTS ESTATES UNIT 8 SE 44TH AVENUE PAVING ASSESSMENT PROJECT CONSTRUCTION PLANS

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FY 2025/2026 SECTION 14, TOWNSHIP 17 SOUTH, RANGE 22 EAST

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%%UCOUNTY COMMISSIONERS

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%%UCOUNTY ADMINISTRATOR

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%%UDIRECTOR

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%%UPROJECTS COORDINATOR

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SHEET INDEX

AutoCAD SHX Text Tech: matthewc Plot Date: Jan 20,2026 2:20pm Filename: N:\2025\25-0557\Departments\04_Engineering\02_DWGs\25055700000\Roadway\KEYSRD01.dwg

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QUALITY CONTROL:

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TECHNICIAN:

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DESIGNER:

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SHEET TITLE:

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PROJECT NUMBER:

AutoCAD SHX Text FL PE No. 97282

AutoCAD SHX Text

MATTHEW DALTON CANTRELL, P.E.

AutoCAD SHX Text 25-0557

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%%UPROJECT CONSULTANT

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%%UUTILITY PROVIDERS

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LENGTH OF PROJECT

Matthew Cantrell Snapshot

Matthew Cantrell Text Box This item has been digitally signed and sealed by Matthew Dalton Cantrell, P.E. on the date adjacent to the seal.

Signatures must be verified on any electronic copies.

DESCRIPTIONDATE DATE

SUBMITTALS

SHEET

NO.

REVISIONS MARION COUNTY BOARD OF COMMISSIONERS

M.S.T.U. ASSESSMENT DEPARTMENT

BELLEVIEW HEIGHTS ESTATES UNIT 8

PAVING CONSTRUCTION

DESCRIPTION

C. WOOD

M. CANTRELL, P.E.

M. CANTRELL, P.E.

11801 Research Drive Alachua, Florida 32615

(352)331-1976 www.nv5.com

1. ALL CONSTRUCTION COVERED IN THESE PLANS SHALL COMPLY WITH THE MATERIAL REQUIREMENTS AND QUALITY CONTROL STANDARDS CONTAINED IN THE MARION COUNTY LAND DEVELOPMENT CODE. IN CASE OF CONFLICT BETWEEN THE CODES AND / OR THE F.D.O.T. STANDARD SPECIFICATION, THE STRICTEST SHALL APPLY AS DETERMINED BY MARION COUNTY.

2. ADDITIONAL TEST BORINGS AND EXPLORATORY INVESTIGATIONS MAY BE MADE BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

3. NO CHANGES TO THE WORK AS SHOWN ON THESE PLANS SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE PROJECT ENGINEER AND COUNTY. CONTRACTOR SHALL NOT SCALE DRAWINGS. CONTRACTOR SHALL CHECK ACTUAL SITE CONDITIONS PRIOR TO CONSTRUCTION. ANY NEED FOR CLARIFICATION OF THE PROPOSED IMPROVEMENTS OR FOR RESOLUTION OF DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER AND COUNTY.

4. UTILITIES SHOWN HEREON HAVE BEEN LOCATED BASED ON ABOVE GROUND EXISTENCE OF STRUCTURES. ACTUAL LOCATION OF UNDERGROUND UTILITIES IS NOT CONFIRMED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES SHOWN OR NOT SHOWN THROUGH DIRECT CONTACT WITH THE APPROPRIATE UTILITY COMPANIES. SUCH CONTACT SHALL BE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT. ANY UTILITIES OBSTRUCTIVE TO THE CONTRACTOR'S OPERATION ARE TO BE RELOCATED BY THE APPROPRIATE UTILITY COMPANY IN ACCORDANCE WITH THE MARION COUNTY LAND DEVELOPMENT CODE PRIOR TO OR IN CONJUNCTION WITH THE PROJECT. MARION COUNTY SHALL NOT BE HELD RESPONSIBLE FOR ANY DAMAGES TO OR DELAYS CAUSED BY THE LOCATION OR DISPOSITION OF ANY UTILITIES.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, STRUCTURES, AND PROPERTY ON ADJACENT TO THE PROJECT AS A RESULT OF OR CAUSED BY CONSTRUCTION

ACTIVITIES.

6. THE CONTRACTOR IS HEREBY REQUIRED TO IMPLEMENT JOB SAFETY AT ALL TIMES THROUGHOUT THE DURATION OF THE PROJECT. JOB SAFETY PRACTICES SHALL BE IN ACCORDANCE WITH

OSHA AND ANY OTHER LOCAL, STATE, AND FEDERAL REGULATIONS.

7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR WITH THE OSHA EXCAVATION STANDARDS AND TO ABIDE BY THEM AS COVERED UNDER THE FLORIDA TRENCH

SAFETY ACT (LAWS OF FLORIDA 90-99) EFFECTIVE OCTOBER 1, 1990.

8. ALL EXISTING STORM WATER DRAINAGE PATTERNS AND CHANNELS OUTSIDE THE CONSTRUCTION AREAS SHOWN ON THESE PLANS ARE TO BE MAINTAINED. THE CONTRACTOR SHALL NOTIFY THE COUNTY IF THE WORK APPEARS TO INTERRUPT AN EXISTING STORMWATER DRAINAGE PATTERN. THE CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE STRUCTURES AND DITCHES DURING ALL PHASES OF CONSTRUCTION SUCH THAT IMPACT TO THE CONSTRUCTION AND / OR SURROUNDING FACILITIES IS MINIMIZED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY EROSION, SEDIMENT TRANSPORT, DISTURBED FOUNDATIONS, IMPACT TO STRUCTURES, AND ANY OTHER DAMAGE AS A RESULT OF OR

CAUSED BY CONSTRUCTION ACTIVITIES.

9. THE CONTRACTOR SHALL PREVENT THE DISCHARGE OF SEDIMENT INTO EXISTING OR NEW STORMWATER MANAGEMENT FACILITIES DUE TO CONSTRUCTION OPERATIONS. APPROVED EROSION CONTROL DEVICES SHALL BE INSTALLED TO PREVENT DISCHARGE OF SEDIMENT INTO WETLANDS, WATERBODIES, AND ADJACENT PROPERTIES. EROSION CONTROL SHALL CONSIST OF ANCHORED SILT FENCE, OR OTHER EROSION CONTROL METHODS APPROVED BY THE PROJECT ENGINEER AND COUNTY. CONTRACTOR SHALL INSTALL INLET PROTECTION AT ALL INLETS BEFORE ANY CONSTRUCTION ACTIVITIES BEGIN. METHOD SHALL BE SUBMITTED TO THE EOR FOR PRIOR APPROVAL.

10. THE CONTRACTOR AND SUBCONTRACTORS ARE HEREBY REQUIRED TO PROMPTLY NOTIFY THE COUNTY OF ANY DISCREPANCIES OR CONFLICTS FOUND IN THE PLANS OR SPECIFICATIONS, SO THEY CAN BE CLARIFIED BY THE ENGINEER OF OF RECORD AS NEEDED.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE MAINTENANCE OF PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES DURING THE DURATION OF THE PROJECT, AND IN

ACCORDANCE WITH FDOT STANDARDS.

12. BURNING WITHIN THE LIMITS OF THE PROPOSED PROJECT SHALL NOT BE ALLOWED UNLESS OTHERWISE SPECIFIED BY MARION COUNTY. IF PERMITTED BY MARION COUNTY, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE APPROPRIATE AGENCY AND OBTAINING A BURNING PERMIT.

13. THE PROJECT ENGINEER AND COUNTY SHALL HAVE ACCESS TO THE WORK SITE AT ALL TIMES.

14. MARION COUNTY OR THE ENGINEER OF RECORD, AS APPROPRIATE, SHALL BE THE SOLE INTERPRETERS OF THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS AND SHALL RENDER WRITTEN OR GRAPHIC INTERPRETATIONS AS NECESSARY FOR THE PROPER EXECUTION OR PROGRESS OF THE WORK WITH REASONABLE PROMPTNESS ON REQUEST OF THE CONTRACTOR.

15. ALL DETAILS, SECTIONS, AND NOTES SHOWN ON DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS NOTED OR SHOWN OTHERWISE.

16. ALL ASTM DESIGNATIONS SHALL BE AS AMENDED TO DATE UNLESS NOTED OTHERWISE.

17. THE CONTRACTOR SHALL HAUL ALL EXCESS MATERIALS OFF THE JOB SITE. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO DISPOSE OF ALL EXCESS MATERIAL AFTER IT IS DETERMINED

THAT IT IS NO LONGER NEEDED ON THE JOB.

18. ANY SURVEY MARKER, INCLUDING BUT NOT LIMITED TO SECTION MARKERS, BENCH MARKS, LOT CORNERS, ETC. WHICH ARE DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE PRIOR TO FINAL PAYMENT. RESETTING OF MONUMENTS AND MARKERS SHALL BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR, LICENSED TO PRACTICE IN

THE STATE OF FLORIDA AND SHOWN AS RESET ON AS-BUILT PLAN.

19. THE CONTRACTOR SHALL NOTIFY THE COUNTY IN WRITING IMMEDIATELY WHEN CONFLICTS ARE IDENTIFIED DURING THE COURSE OF THE WORK.

20. THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER MEANS NECESSARY TO PROTECT AND SUPPORT EXISTING UTILITIES EXPOSED DURING CONSTRUCTION

UNTIL THE RESPONSIBLE UTILITY COMPANY ARRIVES ON SITE.

21. THE CONTRACTOR SHALL HAND EXCAVATE WHEN CONSTRUCTION IS WITHIN 18 INCHES OF EXISTING UTILITIES.

22. UNSUITABLE MATERIAL FROM WITHIN THE PROJECT SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR.

23. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY PROVIDERS FOR THE RELOCATION, ABANDONMENT, OR CONSTRUCTION OF UTILITIES ASSOCIATED WITH THIS PROJECT.

24. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE PROPERTY OWNERS REGARDING RELOCATION , REMOVAL, OR REPLACEMENT OF FENCES, SURVEY MONUMENTS AND SECTION CORNERS, DRIVEWAYS, LANDSCAPE, ETC. NEW CONSTRUCTION SHALL BE EQUIVALENT TO THE EXISTING FEATURES REMOVED RELOCATED, AS DETERMINED BY THE PROJECT

ENGINEER AND COUNTY.

25. ALL AREAS INSIDE AND OUTSIDE THE PROJECT LIMITS, WHICH ARE DISTURBED AS A RESULT OF THE ORIGINAL OR DESIGN GRADE AS APPLICABLE, INCLUDING REPLACEMENT OF EQUIVALENT SHRUBS AND TREES (REPLACEMENT TREES SHALL BE A 6' MINIMUM HEIGHT AND SAME TYPE) AND SODDED AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE APPROVED BY MARION

COUNTY.

26. IF A SINKHOLE SHOULD FORM ON THIS SITE, ALL APPLICABLE PROCEDURES OUTLINED IN THE SJRWMD APPLICANT'S HANDBOOK, OCTOBER 1995, SHOULD BE FOLLOWED. THE PROJECT ENGINEER, COUNTY, AND THE APPROPRIATE PERMITTING AGENCIES SHALL BE NOTIFIED IMMEDIATELY FOR REPAIR PROCEDURES.

27. CONSTRUCTION REFERENCES:

a. MARION COUNTY CITIZEN STANDARDS

b. FDOT STANDARD PLANS, LATEST EDITION

c. FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION

d. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION

e. MARION COUNTY LAND DEVELOPMENT CODE, LATEST REVISIONS

28. DETAILS PERTAINING TO BORINGS, AS SHOWN ON THE PLANS, ARE NOT GUARANTEED TO BE MORE THAN A GENERAL INDICATION OF THE MATERIALS LIKELY TO BE FOUND ADJACENT TO HOLES BORED AT THE SITE, APPROXIMATELY AT THE LOCATIONS INDICATED. THE CONTRACTOR SHALL EXAMINE BORING DATA, WHERE AVAILABLE, AND MAKE THEIR OWN INTERPRETATION OF THE SUBSOIL INVESTIGATIONS AND OTHER PRELIMINARY DATA, AND SHALL BASE THEIR BID ON THEIR OWN OPINION OF THE CONDITIONS LIKELY TO BE

ENCOUNTERED.

29. CONTRACTOR SHALL COORDINATE THE RELOCATION OF EXISTING MAILBOXES WITH THE MAIL CARRIER AND THE PROPERTY OWNER.

30. THE PROJECT AREA SHALL BE SODDED FROM THE EDGE OF PAVEMENT TO THE LIMITS OF DISTURBANCE. PALLET SOD OR ROLLED SOD, WITH NETTING REMOVED, MAY BE USED.

STANDARDS FOR ROAD PAVING:

ROAD PAVING STANDARDS WILL CONSIST OF:

· 8" STABILIZED SHOULDER LBR 25 TO BE COMPACTED TO 95% OF MAX DENSITY.

· 8" STABILIZED SUBGRADE LBR 40 TO BE COMPACTED TO 96% OF MAX DENSITY. NO TEST RESULTS

SHALL BE LESS THAN 35.

· 6" LIMEROCK BASE PRIMED LBR 100 TO BE COMPACTED TO 98% OF MAXIMUM DENSITY. NO TEST

RESULTS SHALL BE LESS THAN 95.

· PAVE WITH A MINIMUM OF 1-1/4" OF TYPE SP-9.5 ASPHALT. THE DESIGN MIX SHALL BE SUBMITTED

AND APPROVED BY MSTU PROJECT MANAGER OR DESIGN ENGINEER PRIOR TO MANUFACTURE OF

THE ASPHALT.

· SOD ANY AREAS DISTURBED DURING CONSTRUCTION.

· CONSTRUCT 4' DRIVEWAY APRONS AND DRIVEWAYS FROM EDGE OF ROADWAY TO RIGHT OF WAY

WITH 6" CONCRETE.

GENERAL NOTES

QTY. UNIT

1 MISCELLANEOUS REQUIREMENTS

1.1 MOBILIZATION/DEMOBILIZATION (INCLUDES INS, P&P, AND BID BOND) 1 LS

1.2 MAINTENANCE OF TRAFFIC (INCLUDES TEMPORARY STRIPING) 1 LS

1.3 AS-BUILT SURVEY 1 LS

1.4 PLAN CONSTRUCTION LAYOUT 1 LS

2 ROADWAY

2.1 CLEARING AND GRUBBING 0.63 AC

2.2 SHOULDER STABILIZATION (LBR 25) 232 SY

2.3 SUBGRADE STABILIZATION (LBR 40) 1,371 SY

2.4 6" LIMEROCK BASE 1,371 SY

2.5 ROADWAY PRIME COAT (BITUMINOUS TREATMENT) 1,371 SY

2.6 1.25" ASPHALT CONCRETE TYPE SP 9.5 1,371 SY

3 DRIVEWAYS AND SOD

3.1 SOD (PALLET SOD OR ROLLED SOD WITH NETTING REMOVED) 1,639 SY

3.2 6" THICK CONCRETE WITH WIRE 250 SY

4 DRAINAGE AND EARTHWORK

4.1 SILT FENCE 1,000 LF

4.2 EXCAVATION 149.0 CY

4.3 EMBANKMENT 265.0 CY

5 PAVEMENT MARKINGS

5.1 6" DOUBLE YELLOW STRIPE (THERMOPLASTIC) 100 LF

5.2 24" WHITE STOP BAR (THERMOPLASTIC) 15 LF

AutoCAD SHX Text Tech: matthewc Plot Date: Jan 05,2026 4:21pm Filename: N:\2025\25-0557\Departments\04_Engineering\02_DWGs\25055700000\Roadway\GNNTRD01.dwg

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DESIGNER:

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SHEET TITLE:

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PROJECT NUMBER:

AutoCAD SHX Text FL PE No. 97282

AutoCAD SHX Text

MATTHEW DALTON CANTRELL, P.E.

AutoCAD SHX Text 25-0557

DESCRIPTIONDATE DATE

SUBMITTALS

SHEET

NO.

REVISIONS MARION COUNTY BOARD OF COMMISSIONERS

M.S.T.U. ASSESSMENT DEPARTMENT

BELLEVIEW HEIGHTS ESTATES UNIT 8

PAVING CONSTRUCTION

DESCRIPTION

C. WOOD

M. CANTRELL, P.E.

M. CANTRELL, P.E.

11801 Research Drive Alachua, Florida 32615

(352)331-1976 www.nv5.com

PRINCIPLE POST

POSITION (CANTED

20° TOWARD FLOW)

OPTIONAL

POST POSITIONS

POST (OPTIONS: 2" X 4" OR

2 1/2" MIN. DIA. WOOD; STEEL

1.33 LBS/FT. MIN.)

FILTER FABRIC (IN

CONFORMANCE WITH

SEC. 985 FDOT SPEC.)

T

O

O

R M

O R

E

M

IN

ELEVATION

SILT FLOW

SECTION

V E R

T

IC

A L

20°

FILTER FABRIC

NTS

6' MAX.

EDGE OF PAVEMENT

2'

'-2

NTS

0.02 0.02

10'

TRAVEL

LANE

10'

TRAVEL

LANE

R/W (25') R/W (25')

R/W LINE R/W LINE

℄ CONST. SE 44TH AVENUE

EXISTING GROUND

NTS

PROFILE GRADE LINE

(REFER TO SHEET 04

FOR ELEVATIONS)

2'

SHOULDER

WITH SOD

2'

SHOULDER

WITH SOD

.5

SHOULDER,

SOD

FINISHED TOP

PAVEMENT

2' 2' 4:1

4:1 4:1 4:1

PROPOSED STABILIZED

SHOULDER (LBR 25)

PROPOSED 1.25" STRUCTURAL

COURSE OVERLAY (SP 9.5)

6" LIMEROCK BASE (LBR 100) PRIMED

8" STALBILIZED SUBGRADE (LBR 40)

POSTED SPEED: 25

DESIGN SPEED: 30

EXISTING GROUND

NTS

4'

C E N

T E R

L

IN

E O

F E

X

D R

IV

E

℄ CONST.

PROPOSED EDGE OF

PAVEMENT

PROPOSED EDGE OF

PAVEMENT

APRON TO BE PLACED

SEPARATE FROM LANE

CONSTRUCTION

MATCH EXISTING

WIDTH

RIGHT OF WAY

0.02

EX DRIVEWAY

NTS

NOTE:

1. GRADE DRIVEWAY FOR POSITIVE DRAINAGE TO

ADJACENT SWALE.

6" CONCRETE SHOULDER/DRIVE

SLOPE APRON AND DRIVE TO

MATCH ADJACENT SHOULDER

ROADWAY

PAVEMENT

4' PAVED DRIVE

APRON

2' SHOULDER

DRIVE VARIES

0.06

8" TYPE B STABILIZATION, MIN

LBR-40

VARIES

CONSTRUCTION DETAILS

AND SEDIMENTATION

CONTROL

AutoCAD SHX Text Tech: matthewc Plot Date: Jan 06,2026 8:21am Filename: N:\2025\25-0557\Departments\04_Engineering\02_DWGs\25055700000\Roadway\GNNTRD01.dwg

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PROJECT NUMBER:

AutoCAD SHX Text FL PE No. 97282

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MATTHEW DALTON CANTRELL, P.E.

AutoCAD SHX Text 25-0557

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TYPE III SILT FENCE DETAIL

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TYPICAL MAILBOX DETAIL

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TYPICAL CONCRETE DRIVEWAY (APRON) DETAIL

TYPICAL PAVED APRON AND DRIVEWAY DETAIL

X X

E

EE

O H W

O H W

OHW

OHW OHW OHW

OHW

OHW OHW OHW OHW OHW OHW

O H W

O H W

O H W

O H W

O H W te te te te te te teTH H

"STO

P"

"STO

P"

"STO

P"

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TE TE TE TETE TE TE TE

TE TE TE

TE

TE TE TE TE

TE

TE

FO FO

E

PARCEL:

4208-104-001

PARCEL:

4208-104-010

PARCEL:

4208-104-017

PARCEL:

4208-104-013

PARCEL:

4208-105-042

PARCEL:

4208-105-039

PARCEL:

4208-105-036

PARCEL:

4208-105-033

PARCEL:

4208-105-029

PARCEL:

4208-105-026

PARCEL:

4208-105-023

75.00' 75.00' 100.00' 75.00' 75.00' 75.00' 75.00'

.0

.1

.0

N 0°03'36" E

N 0°03'36" E

S 0°02'58" W

N

°5

'4

" E

N

°5

'4

" E

N

°5

'4

" E

S

°5

'4

" W

150.00' 100.00' 150.00' 150.00'

MATCH EX

64.98

65.08

65.27 65.47 65.66 65.86 66.05 66.25 66.44 66.63 66.81 66.87 66.93 67.00 66.88 66.75 66.68 66.62 66.57 66.52 66.46 66.41 66.36 66.30 66.24 66.13 65.87 65.47 65.03 64.60

MATCH EX

64.34

SE 44TH AVE

(50' R/W)

0+00 1+00 2+00 3+00 4+00 5+00 6+00

BEGIN CONSTRUCTION

STA. 0+10.00

N: 1700981.493 E: 632208.476

END PROJECT

STA. 5+91.01

N: 1701562.505 E: 632209.063

75.00' 75.00' 75.00' 75.00'100.00'75.00'75.00'

150.00' 100.00' 150.00' 150.00'

S E

N D L N

(5 R /W

S E

T H S

T (5 R /W

DESCRIPTIONDATE DATE

SUBMITTALS

SHEET

NO.

REVISIONS MARION COUNTY BOARD OF COMMISSIONERS

M.S.T.U. ASSESSMENT DEPARTMENT

BELLEVIEW HEIGHTS ESTATES UNIT 8

PAVING CONSTRUCTION

DESCRIPTION

C. WOOD

M. CANTRELL, P.E.

M. CANTRELL, P.E.

11801 Research Drive Alachua, Florida 32615

(352)331-1976 www.nv5.com

MASTER VIEW

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PROJECT NUMBER:

AutoCAD SHX Text FL PE No. 97282

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MATTHEW DALTON CANTRELL, P.E.

X X

E

EE

O H W

O H W

OHW

OHW OHW OHW

OHW

OHW OHW OHW OHW OHW OHW

O H W

O H W

O H W

O H W te te te te te te teTH H

"STO

P"

"STO

P"

"STO

P"

X

TE TE TE TETE TE TE TE

TE TE TE

TE

TE TE TE TE

TE

TE

FO FO

E

.0

.1

.0

SE 44TH AVE

(50' R/W)

0+00 1+00 2+00 3+00 4+00 5+00 6+00

REMOVE EXISTING AND

CONSTUCT DRIVEWAY TO

RIGHT-OF-WAY, MATCH

EXISTING MATERIALS AND

WIDTH (TYP.)

DRIVEWAY APRON

(REFER TO DETAIL

ON SHEET 3) (TYP)

S E

T H S

T (5 R /W

S E

N D L N

(5 R /W

150.00' 100.00' 150.00' 150.00'

75.00'

10' 10'

RELOCATE MAILBOXES

(REFER TO DETAIL

ON SHEET 3) (TYP)

R3 0'

R 25'

75.00' 100.00' 75.00' 75.00' 75.00' 75.00'

.0

DITCH (REFER TO

TYPICAL DETAIL

ON SHEET 3) (TYP)

DITCH (REFER TO

TYPICAL DETAIL

ON SHEET 3) (TYP)

2' SOD SHOULDER (REFER TO

TYPICAL SECTION ON SHEET 3)

2' SOD SHOULDER (REFER TO

TYPICAL SECTION ON SHEET 3)

24" STOP BAR

(REFER TO FDOT

INDEX 711-001)

20.7'

50'

6" DOUBLE YELLOW

PAVEMENT MARKINGS

(REFER TO FDOT

INDEX 711-001)

SAW CUT AND MATCH

EXISTING PAVEMENT

ELEVATIONS SITE CONTROL POINT

SET 1/2" STEEL ROD & CAP

STAMPED "TRAVERSE LB 8246"

NORTHING: 1701534.78

EASTING: 632233.57

ELEVATION: 64.64' (NAVD88)

SITE CONTROL POINT

SET 1/2" STEEL ROD & CAP

STAMPED "TRAVERSE LB 8246"

NORTHING: 1701084.46

EASTING: 632200.82

ELEVATION: 65.89' (NAVD88)

RELOCATE MAILBOXES

(REFER TO DETAIL

ON SHEET 3) (TYP)

N 1"=40'

0.31% -0.30%

-0.64% -0.27%

-2.20%

0.97%

PVI STA: +10.00

PVI ELEV: 64.98

PVI STA: +06.09

PVI ELEV: 66.71

PVI STA: +42.14

PVI ELEV: 66.35

PVI STA: +91.01

PVI ELEV: 64.34

PVI STA: +97.01

PVI ELEV: 66.80

E G

.0

0+00

.1

E G

.8

.3

E G

.1

.6

E G

.0

.8

E G

.2

1+00

.1

E G

.7

.3

E G

.9

.5

E G

.4

.8

E G

.4

2+00

.8

E G

.5

.9

E G

.5

.9

E G

.4

.7

E G

.0

3+00

.6

E G

.7

.6

E G

.6

.5

E G

.6

.4

E G

.6

4+00

.4

E G

.8

.3

E G

.7

.2

E G

.6

.1

E G

.4

5+00

.7

E G

.1

.2

E G

.7

.6

E G

.1

E G

.4

6+00

PVI STA: +61.33

PVI ELEV: 67.05

B V

C S

.6

B V

C E

.2

E V

C S

.6

E V

C E

.6

50' VC

PVI STA = 5+08.69

PVI ELEV = 66.15

A.D. = -1.89% K = 26.39

DESCRIPTIONDATE DATE

SUBMITTALS

SHEET

NO.

REVISIONS MARION COUNTY BOARD OF COMMISSIONERS

M.S.T.U. ASSESSMENT DEPARTMENT

BELLEVIEW HEIGHTS ESTATES UNIT 8

PAVING CONSTRUCTION

DESCRIPTION

C. WOOD

M. CANTRELL, P.E.

M. CANTRELL, P.E.

11801 Research Drive Alachua, Florida 32615

(352)331-1976 www.nv5.com

ROADWAY PLAN

AutoCAD SHX Text Tech: matthewc Plot Date: Jan 06,2026 9:44am Filename: N:\2025\25-0557\Departments\04_Engineering\02_DWGs\25055700000\Roadway\PLANRD03.dwg

AutoCAD SHX Text

QUALITY CONTROL:

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TECHNICIAN:

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DESIGNER:

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SHEET TITLE:

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PROJECT NUMBER:

AutoCAD SHX Text FL PE No. 97282

AutoCAD SHX Text

MATTHEW DALTON CANTRELL, P.E.