7-LAKE TROPICANA 100% PLANS.pdf

PDF 33 MB Posted Aug 25, 2025

Attached to: 25B-164 LAKE TROPICANA ROAD IMPROVEMENT PROJECT - SW 181ST COURT
Solicitation number: 25B-164
Issued by: Marion County, Florida

About this file

Written by GovTribe AI · Aug 26, 2025

This is a 100% construction plan document for the Lake Tropicana Road Improvement Project on SW 181st Court, prepared by Kimley-Horn and Associates, Inc. for the Marion County Board of County Commissioners in Florida. The project involves reclaiming and resurfacing approximately 2.24 miles (11,833 linear feet) of SW 181st Court from Station 40+19.81 to Station 158+52.95, including pavement reclamation with 5"-6" thick limerock reclaimed base course, installation of 1-1/4" Type SP-9.5 asphalt surface course, installation of 2' wide asphalt pavement aprons to match existing driveways, thermoplastic striping with double solid yellow centerlines and white stop bars, traffic control measures, clearing and grubbing, erosion control, and restoration of disturbed areas with equivalent landscaping and sod.

The construction plans specify that all work must comply with Marion County Land Development Code and MSTU Policy requirements, with FDOT standards applying where stricter guidelines are needed. The contractor is responsible for utility coordination, traffic maintenance, environmental compliance including turbidity control for the Southwest Florida Water Management District, proper disposal of excess materials, and restoration of any damaged utilities, structures, or property. The project requires compliance with OSHA safety standards, implementation of erosion control measures including silt fencing and inlet protectors, and coordination with multiple utility providers including AT&T, Comcast, Florida Government Utility Authority, and SECO Energy for any necessary relocations or conflicts during construction.

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BEGIN PROJECT

STA. 40+19.81

END PROJECT

STA. 158+52.95

Th is d oc um en t, to ge th er w ith th e co nc ep ts a nd d es ig ns p re se nt ed h er ei n, a s an in st ru m en t o f s er vi ce , i s in te nd ed o nl y fo r t he s pe ci fic p ur po se a nd c lie nt fo r w hi ch it w as p re pa re d.

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VICINITY MAP

MARION COUNTY, FLORIDA

BOARD OF COUNTY

COMMISSIONERS M.S.T.U. �

ASSESSMENT DEPARTMENT

MARCH 2025

LAKE TROPICANA

ROAD IMPROVEMENT PROJECT

�SW 1�1ST COURT�

SECTION 19, 30, 31, TOWNSHIP 15 SOUTH, RANGE 19 EAST

SECTION 6, TOWNSHIP 16 SOUTH, RANGE 19 EAST

COUNTY COMMISSIONERS:

DISTRICT 1 - CRAIG CURRY

DISTRICT 2 - KATHY BRYANT, CHAIRMAN

DISTRICT 3 - MATT MCCLAIN

DISTRICT 4 - CARL =ALAK, III, VICE CHAIRMAN

DISTRICT 5 - MICHELLE STONE

COUNTY ADMINISTRATOR - MOUNIR BOUYOUNES, P.E.

MSTU DIRECTOR - CHAD WICKER

2710 E SILVER SPRINGS BLVD

OCALA, FL 34470

PH: 352-43�-2323

MARION COUNTY OFFICIALS

Know what'sbelow.

Callbefore you dig.

CALL 2 BUSINESS

DAYS BEFORE

YOU DIG

IT'S THE LAW�

DIAL �11

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

SHEET LIST TABLE

G-01 - COVER SHEET

G-02 - GENERAL NOTES

G-03 - 4UANTITIES

G-04 - TYPICAL SECTIONS AND DETAILS

G-05 - KEY MAP

C-01 - PLAN SHEET

C-02 - PLAN SHEET

C-03 - PLAN SHEET

C-04 - PLAN SHEET

EXPRESSWAY

TURNPIKE

PENSACOLA FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND 4

NEW PORT RICHEY

TAMPA

75 4

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

LAKE

CITY

FLORIDA'S

BEACH LINE

PROJECT LOCATION

NORTH

GRAPHIC SCALE IN FEET

50002500 10000

OWNER�APPLICANT:

MARION COUNTY BOARD OF

COUNTY COMMISSIONERS

601 S.E. 25TH AVENUE

OCALA, FLORIDA 34471

CIVIL ENGINEERING CONSULTANT:

KIMLEY-HORN AND ASSOCIATES, INC.

1700 SE 17TH STREET, SUITE 200

OCALA, FL 34471

�352� 43�-3000

PROJECT OWNER AND CONSULTANTS

AT T ENTERPRISE - TRANSMISSION

MARTIN SHAW �TREC GROUP�

�610� 32�-3716

AT T FLORIDA - DISTRIBUTION

LUISMER MENDO=A

�7�6� 635-4�40

JULIETTE FALLS HOMEOWNERS

ASSOCIATION

RYAN CLAPPER

��64� 616-62�4

UTILITY PROVIDERS

COMCAST COMMUNICATION

THOMAS OSEBOLD

�352� 267-7620

FLORIDA GOVENMENT UTILITY AUTHORITY

KENNETH BLACKSTUN

�904� 303-9536

SECO ENERGY - DISTRIBUTION

MANKRUOS GENDY

�352� 933-4�60

SECO ENERGY - TRANSMISSION

DAVID JOHNSON

�352� 30�-4707 Length of ProMect

Linear Feet Miles Roadway 11,�33 LF 2.24 Miles Bridges

Net Length of ProMect E[ceptions

Gross Length of ProMect

KIMLEY-HORN AND ASSOCIATES, INC.

1700 SE 17TH STREET, SUITE 200

OCALA, FL 34471

REGISTRY 35106

DANIEL M. DAGRACA, P.E. NO. 96314

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 THE ELECTRONIC COPIES.

No 96314

FESSION AL ENGIN

RSTATE OF

FLORIDA

L I C E N SE

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

NIE

L M. DAGRACA

11,�33 LF 2.24 Miles

CONSTRUCTION PLANS

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1. ALL CONSTRUCTION COVERED IN THESE PLANS SHALL COMPLY WITH THE MATERIAL

RE4UIREMENTS AND 4UALITY CONTROL STANDARDS CONTAINED IN THE MARION COUNTY

LAND DEVELOPMENT CODE AND MSTU POLICY 0�-01 CITI=EN STANDARDS. IN CASE OF

CONFLICT BETWEEN THE CODES AND�OR THE FDOT STANDARD SPECIFICATIONS, THE

STRICTEST SHALL APPLY AS DETERMINED BY MARION COUNTY.

2. ADDITIONAL TEST BORINGS AND E;PLORATORY INVESTIGATIONS MAY BE MADE BY THE

CONTRACTOR AT THE CONTRACTOR

S E;PENSE.

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 PROPOSED IMPROVEMENTS OR FOR

RESOLUTION OF DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF

THE PROJECT ENGINEER AND COUNTY.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL E;ISTING

UTILITIES 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,

SIGNAGE AND PROPERTY ON AND ADJACENT TO THE PROJECT AS A RESULT OF OR CAUSED BY

CONSTRUCTION ACTIVITIES. ALL E;ISTING SIGNAGE IS TO REMAIN UNLESS OTHERWISE

SPECIFIED IN THE PLANS. CONTRACTOR SHALL REMOVE AND PROTECT E;ISTING SIGNAGE

WHERE NECESSARY. DAMAGED SIGNAGE IS TO BE REPLACED BY THE CONTRACTOR AT HIS

E;PENSE.

6. THE CONTRACTOR IS HEREBY RE4UIRED 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.

�. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR WITH THE OSHA

E;CAVATI0N SAFETY STANDARDS AND TO ABIDE BY THEM AS COVERED UNDER THE FLORIDA

TRENCH SAFETY ACT.

�. ALL E;ISTING 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 E;ISTING STORM

WATER DRAINAGE PATTERN. THE CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL

SURFACE WATER DRAINAGE STRUCTURES AND DITCHES DURING ALL PHASES OF

CONSTRUCTION SUCH THAT IMPACT TO CONSTRUCTION AND�OR SURROUNDING FACILITIES IS

MINIMI=ED. 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.

�. THE CONTRACTOR SHALL PREVENT THE DISCHARGE OF SEDIMENT INTO E;ISTING 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 PROTECTORS AT

ALL CURB AND DITCH BOTTOM INLETS BEFORE ANY CONSTRUCTION ACTIVITIES BEGIN.

METHOD SHALL BE SUBMITTED TO MSTU FOR PRIOR APPROVAL.

10. THE CONTRACTOR IS HEREBY MADE AWARE OF THE POTENTIAL FOR E;ISTING CULVERT

CROSSINGS THROUGHOUT THE LIMITS OF THE PROJECT. IT IS THE SOLE RESPONSIBILITY OF

THE CONTRACTOR TO VERIFY THE LOCATION OF ALL E;ISTING CULVERT CROSSINGS DURING

CONSTRUCTION AND COORDINATE WITH MTSU ON CULVERT FINDINGS SHOULD THEY POSE A

CONFLICT WITH PROPOSED IMPROVEMENTS. ANY E;ISTING CULVERTS DAMAGED DURING

CONSTRUCTION SHALL BE RESTORED AT THE CONTRACTORS E;PENSE.

11. THE CONTRACTOR SHALL COMPLY WITH THE TURBIDITY CONTROL RE4UIREMENTS OF THE

SWFWMD AS APPLICABLE TO PREVENT INCREASES IN TURBIDITY IN E;CESS OF WATER

4UALITY STANDARDS.

12. THE CONTRACTOR AND SUBCONTRACTORS ARE HEREBY RE4UIRED 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 RECORD AS NEEDED.

13. 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, 102 SERIES.

14. 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.

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

TIMES.

16. MARION COUNTY OR THE ENGINEER OF RECORD, AS APPROPRIATE, SHALL BE THE SOLE

INTERPRETERS OF THE RE4UIREMENTS OF THE DRAWINGS AND SPECIFICATIONS AND SHALL

RENDER WRITTEN OR GRAPHIC INTERPRETATIONS AS NECESSARY FOR THE PROPER

E;ECUTION OR PROGRESS OF THE WORK WITH REASONABLE PROMPTNESS ON RE4UEST OF

THE CONTRACTOR.

1�. 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.

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

1�. THE CONTRACTOR SHALL HAUL ALL E;CESS MATERIALS OFF THE JOB SITE. IT WILL BE THE

CONTRACTORS RESPONSIBILITY TO DISPOSE OF ALL E;CESS MATERIAL AFTER IT IS

DETERMINED THAT IT IS NO LONGER NEEDED ON THE JOB.

20. CONTRACTOR SHALL CLEAR AND GRUB CONSTRUCTION AREAS BEFORE FILL IS PLACED.

ALL AREAS TO RECEIVE FILL SHALL BE STRIPPED OF ALL VEGETATION AND TOPSOIL AND

PROOF ROLLED PRIOR TO PLACING CLEAN FILL.

21. PROVIDE EROSION CONTROL BLANKET FOR ALL SLOPES 2:1 �HORI=ONTAL TO VERTICAL� OR

STEEPER.

22. 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 E;PENSE 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.

24. THE CONTRACTOR SHALL NOTIFY THE COUNTY IN WRITING IMMEDIATELY WHEN CONFLICTS

ARE IDENTIFIED DURING THE COURSE OF THE WORK.

25. THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER MEANS

NECESSARY TO PROTECT AND SUPPORT E;ISTING UTILITIES E;POSED DURING

CONSTRUCTION UNTIL THE RESPONSIBLE UTILITY COMPANY ARRIVES ON SITE.

26. THE CONTRACTOR SHALL HAND E;CAVATE WHEN CONSTRUCTION IS WITHIN 1� INCHES OF

E;ISTING UTILITIES.

2�. UNSUITABLE MATERIAL FROM WITHIN THE PROJECT SHALL BE DISPOSED OF OFF SITE BY

THE CONTRACTOR.

2�. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY PROVIDERS FOR THE

RELOCATION, ABANDONMENT OR CONSTRUCTION OF UTILITIES ASSOCIATED WITH THIS

PROJECT.

2�. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE PROPERTY OWNERS

REGARDING RELOCATION, REMOVAL, OR REPLACEMENT OF FENCES, MAILBO;ES, SURVEY

MONUMENTS AND SECTION CORNERS, DRIVEWAYS, LANDSCAPE, ETC. AND WITH THE US

POSTMASTER REGARDING RELOCATION, REMOVAL, OR REPLACEMENT OF MAILBO;ES. NEW

CONSTRUCTION SHALL BE E4UIVALENT TO E;ISTING FEATURES REMOVED OR RELOCATED, AS

DETERMINED BY THE PROJECT ENGINEER AND COUNTY.

30. ALL AREAS INSIDE AND OUTSIDE THE PROJECT LIMITS, WHICH ARE DISTURBED AS A

RESULT OF THE PROJECT CONSTRUCTION, SHALL BE RESTORED TO ORIGINAL OR DESIGN

GRADE AS APPLICABLE, INCLUDING REPLACEMENT OF E4UIVALENT SHRUBS AND TREES

�REPLACEMENT TREES SHALL BE A 6

MINIMUM HEIGHT AND SAME TYPE� AND SODDED AT THE

CONTRACTOR

S E;PENSE, UNLESS OTHERWISE APPROVED BY MARION COUNTY.

REPLACEMENT SOD TYPE SHALL MATCH THAT WHICH WAS REMOVED.

31. IF A SINKHOLE IS ENCOUNTERED WITHIN THE LIMITS OF THE PROJECT, THE CONTRACTOR

SHALL IMMEDIATELY NOTIFY MARION COUNTY. WITHIN 4� HOURS OF DISCOVERY, THE

SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT �SWFWMD� SHALL BE NOTIFIED. A

LICENSED 4UALIFIED GEOTECHNICAL PROFESSIONAL MUST PROVIDE A REPAIR PLAN TO THE

DISTRICT FOR APPROVAL PRIOR TO THE SINKHOLE BEING REPAIRED. UPON COMPLETION OF

THE SINKHOLE REPAIR, A LICENSED 4UALIFIED PROFESSIONAL MUST CERTIFY THE REPAIR

COMPLETE IN ACCORDANCE WITH THE APPROVED REPAIR PLAN.

32. CONSTRUCTION REFERENCES:

A� FDOT STANDARD PLANS FOR ROAD AND BRIDGE

CONSTRUCTION, FY 2024-25

B� FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION, FY 2024-25

C� MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS

AND HIGHWAYS, 200� EDITION, INCLUDING REVISIONS 1 AND 2

USDOT, FHWA

D� MARION COUNTY LAND DEVELOPMENT CODE, LATEST REVISIONS

E� MSTU POLICY 0�-01 CITI=EN STANDARDS

33. ALL NEW PIPES AND STRUCTURES SHALL BE INSTALLED PER THE PLANS. ALL LABOR,

E4UIPMENT, FUEL, PIPES, STRUCTURES, REBAR, COLLARS, BANDS, E;CAVATION, BACKFILL,

BEDDING, STABILI=ATION, COMPACTION, HAULING AND DISPOSAL OF MATERIALS, AS WELL AS

HANDWORK NECESSARY FOR THE COMPLETION OF THE WORK, ARE CONSIDERED INCIDENTAL

TO THE PAY ITEM AND WILL NOT BE ADDITIONALLY COMPENSATED. IF E;CAVATED MATERIAL

FROM THE PROJECT IS DETERMINED TO BE UNSUITABLE FOR BACKFILLING IN PIPE TRENCHES, E;CAVATION AND REPLACEMENT OF SAID MATERIAL SHALL BE CONSIDERED INCIDENTAL TO

THE INSTALLATION OF PIPE�CULVERT� STRUCTURES AND NO E;TRA COMPENSATION SHALL BE

DUE THE CONTRACTOR FOR THIS WORK. THIS INCLUDES MATERIALS INVOLVED WITH THE

STANDARD UNDERCUT PROCEDURES OUTLINED IN FDOT STANDARD SPECIFICATION 125-4.4.

34. 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, APPRO;IMATELY AT THE LOCATIONS INDICATED. THE

CONTRACTOR SHALL E;AMINE BORING DATA, WHERE AVAILABLE, AND MAKE HIS OWN

INTERPRETATION OF THE SUBSOIL INVESTIGATIONS AND OTHER PRELIMINARY DATA, AND

SHALL BASE HIS BID ON HIS OWN OPINION OF THE CONDITIONS LIKELY TO BE ENCOUNTERED.

36. ALL ROADWAY CONNECTION RADIUS RETURNS SHALL MATCH E;ISTING RADII, UNLESS

OTHERWISE DENOTED IN THE PLANS. RADIUS RETURNS SHALL HAVE A MINIMUM 25

RADIUS.Know what'sbelow.

Callbefore you dig.

CALL 2 BUSINESS

DAYS BEFORE

YOU DIG

S THE LAW�

DIAL �11

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

STANDARDS FOR RECLAMATION OF E;ISTING PAVED ROADS:

STANDARDS FOR RECLAMATION OF E;ISTING PAVED ROADS WILL CONSIST OF:

MEASUREMENT TO ESTABLISH CENTERLINE �C�L� AND EDGE OF PAVEMENT.

MAINTAIN E;ISTING EDGE OF PAVEMENT GRADE TO MATCH E;ISTING DRIVEWAYS.

ADD 4� OF LIMEROCK 4

WIDE TO CENTERLINE �C�L� TO MAINTAIN A 2� GRADE TO EDGE.

MI; E;ISTING ASPHALT AND LIMEROCK TO A DEPTH OF 5�-6� TO TAKE OUT ANY FRACTURE OF

LIMEROCK.

FINISH GRADE LIMEROCK AND COMPACT TO �� DENSITY.

PRIME LIMEROCK.

PAVE WITH A MINIMUM OF 1-1�4� OF TYPE SP-�.5 ASPHALT.

SOD ANY AREAS DISTURBED DURING CONSTRUCTION WITH SOD OF LIKE KIND. ALL SOD SHALL BE

PALLET SOD �16� ; 24��.

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 OVERLAY OF E;ISTING PAVEMENT, GRASS OR WEEDS OVERGROWING THE EDGES OF

THE ROADWAY SHALL BE BLADED OFF TO DEFINE THE EDGE AND CLEANED SUFFICIENTLY TO ACCEPT

OVERLAY.

EDGE BLADING WILL INCLUDE A PROPER TRANSITION TO THE SHOULDER IN THE ABSOLUTE MINIMUM

DISTANCE NECESSARY TO PROVIDE POSITIVE DRAINAGE FROM ROADWAY.

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.

ALL WORK MENTIONED ABOVE WILL BE INCLUDED IN THE PAY ITEM FOR PAVEMENT PREPARATION.

STANDARDS FOR OVERLAYING E;ISTING ASPHALT ROADWAYS:

STANDARDS FOR OVERLAYING E;ISTING ASPHALT ROADS WILL CONSIST OF:

PRIOR TO ANY OVERLAY OF E;ISTING 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 ó´ OR OVER FILLED.

MATERIAL USED FOR FILLING CRACKS OVER ó´ IN WIDTH WILL BE HOT-POURED. WITH THE APPROVAL OF

THE DESIGN ENGINEER, A LEVELING COURSE MAY ALSO BE RE4UIRED.

ALL WORK MENTIONED ABOVE WILL BE INCLUDED IN THE PAY ITEM FOR PAVEMENT PREPARATION.

CRACKS LESS THAN ó´ 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 E;ISTING 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 4UANTITY UNLESS A REVISION IN THE LENGTH OF THE ROADWAY INVOLVED IS AUTHORI=ED. PAYMENT FOR THIS WORK WHICH INCLUDES FILLING OF CRACKS ó´ OR GREATER, E;POSING AND CLEANING EDGE OF PAVEMENT, MINIMUM TAPERING OF THE SHOULDER, MILLING TO MATCH E;ISTING DRIVEWAYS AND CLEANING THE ENTIRE

PAVEMENT SHALL BE DONE AT THE CONTRACT UNIT PRICE PER S4UARE YARD FOR PAVEMENT

PREPARATION.

ASPHALT OVERLAY WILL CONSIST OF A MINIMUM OF 1.25´ OF ASPHALT TYPE SP �.5 WITH MA;IMUM OF 15�

RECLAIM MI;.

PAVEMENT PREPARATION INCLUDES BROOMING OF ASPHALT, CLIPPING OF GRASS OFF EDGE OF E;ISTING ASPHALT, CRACK SEALING OF CRACKS ó´ OR WIDER, MILLING ACROSS FRONT OF DRIVEWAYS SO ASPHALT

WILL MATCH DRIVEWAY AND REMOVAL OF MILLING. PAY ITEM WILL BE PER S4UARE YARD.

Q U

G-03

Th is d oc uP en t, to ge th er w ith th e co nc eS ts a nd d es ig ns S re se nt ed h er ei n, a s an in st ru

P en t o I s er vi ce , i s in te nd ed o nl y

Io r t he s

Se ci

Iic S ur So se a nd c lie nt

Io r w hi ch it w as S re Sa re d.

R eu se o

I a nd iP Sr oS er re lia nc e on th is d oc uP en t w ith ou t w rit te n au th or i] at io n an d ad aS ta tio n

Ey K iP le y- H or n an d

As so ci at es , I nc . s ha ll

Ee w ith ou t l ia

Ei lit y to

K iP le y-

H or n an d As so ci at es

, I nc

H O

W N

N S

N o.

SHEET NUMBER

C H

D B

D R

B Y

E:LI

D P

R O

C A_

C iv il\

C T

U \C

\P la nS he et s\ Q

.d w g, L ay ou t:G

-0

Q U

3, D an ie l.D ag ra ca

x Bo rd er

-0 k h-ad dr es s-oc a D ra w in gD at a

T R

A R

C T

(S W

O U

R T)

F O

R M

N C

O U

B O

O F

C O

U N

O M

. D

, P .E

A M

N C

O U

C H

Y-

H O

R N

A N

D A

S, IN

M M

D M

L R

R D

O F

S H

H E

E D

A N

D S

D U

N D

-2

4, F

.A .C

S E

T, S U

0, O C

A, F L

O N

-4

-3

W W

W .K

Y- H

O R

N .C

N O

. 3

LIMEROCK

RECLAIMED BASE

COURSE (5"-6"

THICK)(LBR 100)

1-1/4" TYPE SP-9.5

SURFACE COURSE

1-1/4" TYPE SP-9.5

SURFACE COURSE

MATCH EXISTING GRADE

MILL OR SCARIFY

EXISTING PAVEMENT/SOIL 2' MAX WIDTH

OR AS SPECIFIED IN THE PLANS

SEE PLAN SHEETS FOR LOCATIONS

EDGE OF

TRAVELWAY

SAWCUT

Th is d oc uP en t, to ge th er w ith th e co nc eS ts a nd d es ig ns S re se nt ed h er ei n, a s an in st ru

P en t o I s er vi ce , i s in te nd ed o nl y

Io r t he s

Se ci

Iic S ur So se a nd c lie nt

Io r w hi ch it w as S re Sa re d.

R eu se o

I a nd iP Sr oS er re lia nc e on th is d oc uP en t w ith ou t w rit te n au th or i] at io n an d ad aS ta tio n

Ey K iP le y- H or n an d

As so ci at es , I nc . s ha ll

Ee w ith ou t l ia

Ei lit y to

K iP le y-

H or n an d As so ci at es

, I nc

H O

W N

N S

N o.

SHEET NUMBER

C H

D B

D R

B Y

E:LI

D P

R O

C A_

C iv il\

C T

U \C

\P la nS he et s\

O N

D D

.d w g, L ay ou t:G

-0

N S

3, D an ie l.D ag ra ca

k h-ad dr es s-oc a

D ra w in gD at a xB or de r-0

T R

A R

C T

(S W

O U

R T)

F O

R M

N C

O U

B O

O F

C O

U N

O M

. D

, P .E

A M

N C

O U

C H

Y-

H O

R N

A N

D A

S, IN

M M

D M

L R

R D

O F

S H

H E

E D

A N

D S

D U

N D

-2

4, F

.A .C

S E

T, S U

0, O C

A, F L

O N

-4

-3

W W

W .K

Y- H

O R

N .C

N O

. 3

N S

G-04

VARIES VARIES 10.5' RECLAIM/10' ASPHALT

±50' RIGHT-OF-WAY

VARIESVARIES10.5' RECLAIM/10' ASPHALT

2.00%

4 3

TYPICAL ROAD SECTION

PAVEMENT RECLAMATION

2.00%

NOT TO SCALE

MATCH ASPHALT WITH

EXISTING DRIVEWAYS

MATCH ASPHALT WITH

EXISTING DRIVEWAYS

4' M

STOP SIGN

(EXISTING TO REMAIN)

' M

12'

14 GAUGE

4 LBS/FT

RIGHT-OF-WAY

6" S

D D

O U

O W

(T H

STREET SIGN

LEGEND

EOP

MIN

MAX

INTERSECTION SIGN AND

STRIPING DETAIL

' M

6' TO 12'

NOTE:

DOUBLE SOLID STRIPING IS REQUIRED THROUGH THE ENTIRE

PROJECT LIMITS. STOP BARS TO BE PLACED ADJACENT TO

EXISTING STOP SIGNS. THE FINAL THERMOPLASTIC MARKINGS

SHALL BE APPLIED PER THE FDOT STANDARD SPECIFICATIONS

FOR ROAD AND BRIDGE CONSTRUCTION, FY 2024-25.

SECTION A-A

" W

O P

(T H

MAXIMUM

TRAFFIC SIGN

EDGE OF PAVEMENT

MINIMUM

TYPICAL TRAFFIC

CONTROL SIGN

NOT TO SCALE

1 - ASPHALTIC CONCRETE SURFACE COURSE (1-1/4" THICK, ONE LIFT) TYPE SP-9.5

WITH A MAXIMUM OF 15% RECLAIM MIX (SEE NOTE 3)

- LIMEROCK BASE (LBR 100)(4' WIDE x4" THICK AT CROWN OR EDGE OF PAVEMENT)

(TO BE PLACED AT THE DIRECTION OF MSTU PROJECT COORDINATOR, AS NEEDED)

- LIMEROCK RECLAIMED BASE COURSE (5"-6" THICK) PRIMED ENTIRE WIDTH (LBR

100)

- EXISTING STABILI=ED SUBGRADE

NOTES:

1. ALL ASPHALT SHALL BE 1/4" HIGHER THAN EXISTING GRADE

2. AERIAL CLEARING IS TO BE INCLUDED IN CLEARING AND GRUBBING AND IS TO

CONSIST OF, BUT NOT BE LIMITED TO, REMOVAL AND DISPOSAL OF

OVERHANGING BRANCHES, VINES, BUSHES, ETC. LIMITS OF AERIAL CLEARING

ARE 13 FT FROM CENTERLINE OF THE EXISTING ROADWAY.

PAVEMENT APRON DETAIL

NOT TO SCALE

R/W

LINE

CONST.

R/W

LINE

C-01 C-02 C-02C-01

40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00 80+00 85+00 90+00 95+00 100+00

SW 181ST CT

W H

W Y

0T H

S T

7T H

P L

BL CONST.

BEGIN PROJECT

BEGIN PAVEMENT

RECLAMATION

CONNECT TO EXIST.

BL CONST.

STA 40+19.81

N: 1742436.7108 E: 521516.8003

N: 1742416.8961 E: 521516.8144

N0°02'27"W 11929.06'

C-03 C-03 C-04 C-04

100+00 105+00 110+00 115+00 120+00 125+00 130+00 135+00 140+00 145+00 150+00 155+00 159+29

SW 181ST CT

4T H

S T

3R D

P L

7T H

S T

1S T

SW 180TH AVE SW 180TH AVE

BL CONST.

STA 159+03.12

N:1754269.8454 E: 521508.3620

END PROJECT

END PAVEMENT

RECLAMATION

CONNECT TO EXIST.

N: 1754345.9517 E: 521505.8910

N0°02'27"W 11929.06'

Th is d oc uP en t, to ge th er w ith th e co nc eS ts a nd d es ig ns S re se nt ed h er ei n, a s an in st ru

P en t o I s er vi ce , i s in te nd ed o nl y

Io r t he s

Se ci

Iic S ur So se a nd c lie nt

Io r w hi ch it w as S re Sa re d.

R eu se o

I a nd iP Sr oS er re lia nc e on th is d oc uP en t w ith ou t w rit te n au th or i] at io n an d ad aS ta tio n

Ey K iP le y- H or n an d

As so ci at es , I nc . s ha ll

Ee w ith ou t l ia

Ei lit y to

K iP le y-

H or n an d As so ci at es

, I nc

H O

W N

N S

N o.

SHEET NUMBER

C H

D B

D R

B Y

E:LI

D P

R O

C A_

C iv il\

C T

U \C

\P la nS he et s\

Y M

dw g, L ay ou t:G

-0

3, D an ie l.D ag ra ca

x Pa rc el s-xA er ia l-0 x Bo rd er

-0 k h-ad dr es s-oc a D ra w in gD at a

T R

A R

C T

(S W

O U

R T)

F O

R M

N C

O U

B O

O F

C O

U N

O M

. D

, P .E

A M

N C

O U

C H

Y-

H O

R N

A N

D A

S, IN

M M

D M

L R

R D

O F

S H

H E

E D

A N

D S

D U

N D

-2

4, F

.A .C

S E

T, S U

0, O C

A, F L

O N

-4

-3

W W

W .K

Y- H

O R

N .C

N O

. 3

G-05

GRAPHIC SCALE IN FEET

250125 250 500

N O

C H

NOTE: THIS IS NOT A SURVEY.

PARCEL LINES ARE APPROXIMATE

AND FOR ILLUSTRATIVE PURPOSES

ONLY.

LEGEND

PARCEL LINES

40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00

ADDRESS: 18160 SW 60TH ST

PARCEL: 1740-001-028

ADDRESS: 5910 SW 181ST CT

PARCEL: 1740-002-031

ADDRESS: 18170 SW 57TH PL

PARCEL: 1740-002-032

PARCEL: 34548-000-00

PARCEL: 20909-017-01

ADDRESS: 5991 SW 181ST CT

PARCEL: 1740-006-320

ADDRESS: 5991 SW 181ST CT

PARCEL: 1740-006-320

ADDRESS: 5825 SW 181ST CT

PARCEL: 1740-006-020

ADDRESS:

5805 SW 181ST CT

PARCEL:

1740-006-120

ADDRESS: 5801 SW 181ST CT

PARCEL: 1740-006-021

SW 181ST CT

0T H

S T

W H

W Y

0T H

S T

BEGIN PROJECT

BEGIN PAVEMENT RECLAMATION

CONNECT TO EXIST.

BL CONST.

STA 40+19.81

EXIST. R/W LINE

BL CONST.

±2 0'

±5 0'

INSTALL 24"

WHITE STOP

BAR (TYP.)

55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00

PARCEL: 1740-005-062

ADDRESS: 5755 SW 181ST CT

PARCEL: 1740-006-022

ADDRESS: 5725 SW 181ST CT

PARCEL: 1740-006-023

ADDRESS: 5657 SW 181ST CT

PARCEL: 1740-006-024

ADDRESS: 5625 SW 181ST CT

PARCEL: 1740-006-125

ADDRESS: 5591 SW 181ST CT

PARCEL: 1740-006-026

ADDRESS: 5620 SW 181ST CT

PARCEL: 1740-005-059

ADDRESS: 5600 SW 181ST CT

PARCEL: 1740-005-058

PARCEL: 1740-005-057

ADDRESS: 5553 SW 181ST CT

PARCEL: 1740-006-027

ADDRESS: 5471 SW 181ST CT

PARCEL: 1740-006-028

PARCEL: 1740-005-056 ADDRESS: 5430 SW 181ST CT

PARCEL: 1740-005-055

ADDRESS: 5431 SW 181ST CT

PARCEL: 1740-006-029

ADDRESS: 5400 SW 181ST CT

PARCEL: 1740-005-054

SW 181ST CT

7T H

P L

EXIST. R/W LINE

BL CONST.

±2 0'

±5 0'

Th is d oc uP en t, to ge th er w ith th e co nc eS ts a nd d es ig ns S re se nt ed h er ei n, a s an in st ru

P en t o I s er vi ce , i s in te nd ed o nl y

Io r t he s

Se ci

Iic S ur So se a nd c lie nt

Io r w hi ch it w as S re Sa re d.

R eu se o

I a nd iP Sr oS er re lia nc e on th is d oc uP en t w ith ou t w rit te n au th or i] at io n an d ad aS ta tio n

Ey K iP le y- H or n an d

As so ci at es , I nc . s ha ll

Ee w ith ou t l ia

Ei lit y to

K iP le y-

H or n an d As so ci at es

, I nc

H O

W N

N S

N o.

SHEET NUMBER

C H

D B

D R

B Y

E:LI

D P

R O

C A_

C iv il\

C T

U \C

\P la nS he et s\

dw g, L ay ou t:C -0

T M ar

3, D an ie l.D ag ra ca

x Ae ria l-0 x Pa rc el s-xB or de r-0 k h-ad dr es s-oc a

D ra w in gD at a oH at ch

-0

T R

A R

C T

(S W

O U

R T)

F O

R M

N C

O U

B O

O F

C O

U N

O M

. D

, P .E

A M

N C

O U

C H

Y-

H O

R N

A N

D A

S, IN

M M

D M

L R

R D

O F

S H

H E

E D

A N

D S

D U

N D

-2

4, F

.A .C

S E

T, S U

0, O C

A, F L

O N

-4

-3

W W

W .K

Y- H

O R

N .C

N O

. 3

S H

C-01

C H

NOTE: THIS IS NOT A SURVEY.

PARCEL LINES ARE APPROXIMATE

AND FOR ILLUSTRATIVE PURPOSES

ONLY.

N O

GRAPHIC SCALE IN FEET

30 60 120

N O

GRAPHIC SCALE IN FEET

30 60 120

LEGEND

INSTALL OR REPLACE 2'

WIDE (UNLESS OTHERWISE

NOTED) ASPHALT

PAVEMENT APRON, MATCH

EXISTING. SEE PAVEMENT

APRON DETAIL ON SHEET

G-04.

PAVEMENT RECLAIM. SEE

STANDARDS FOR RECLAIM

OF EXISTING PAVED ROADS

ON SHEET G-02 AND

TYPICAL ROAD SECTION

SHEET G-04 FOR DETAILS.

PARCEL LINE

70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00

ADDRESS:

5391 SW 181ST CT

PARCEL: 1740-006-031

ADDRESS: 5282 SW 181ST CT

PARCEL: 1740-005-051

ADDRESS: 5335 SW 181ST CT

PARCEL: 1740-006-132

ADDRESS: 5277 SW 181ST CT

PARCEL: 1740-006-033

ADDRESS: 5215 SW 181ST CT

PARCEL: 1740-006-034

ADDRESS: 5175 SW 181ST CT

PARCEL: 1740-006-035

PARCEL: 1740-005-050 ADDRESS: 5144 SW 181ST CT

PARCEL: 1740-005-049

PARCEL: 1740-005-048

PARCEL: 1740-006-036

PARCEL: 1740-005-047

PARCEL: 1740-006-037

PARCEL: 1740-005-046

ADDRESS: 5069 SW 181ST CT

PARCEL: 1740-006-038

ADDRESS:

5042 SW 181ST CT

PARCEL:

1740-005-045

ADDRESS: 5027 SW 181ST CT

PARCEL: 1740-006-039

ADDRESS: 4962 SW 181ST CT

PARCEL: 1740-005-144

C T

: 1

C T

: 1

SW 181ST CT

EXIST. R/W LINE

BL CONST.

±2 0'

±5 0'

85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00

ADDRESS:

4955 SW 181ST CT

PARCEL: 1740-006-140

ADDRESS:

4950 SW 181ST CT

PARCEL:

1740-005-044

ADDRESS: 4920 SW 181ST CT

PARCEL: 1740-005-043

ADDRESS: 4943 SW 181ST CT

PARCEL: 1740-006-041

ADDRESS: 4885 SW 181ST CT

PARCEL: 1740-006-042

ADDRESS: 4841 SW 181ST CT

PARCEL: 1740-006-043

PARCEL: 1740-005-041 ADDRESS: 4790 SW 181ST CT

PARCEL: 1740-005-040

ADDRESS: 4744 SW 181ST CT

PARCEL: 1740-005-039

ADDRESS: 4700 SW 181ST CT

PARCEL: 1740-005-038

ADDRESS: 4745 SW 181ST CT

PARCEL: 1740-006-044

ADDRESS: 4701 SW 181ST CT

PARCEL: 1740-006-046

ADDRESS: 4664 SW 181ST CT

PARCEL: 1740-005-037

ADDRESS: 4655 SW 181ST

CTPARCEL: 1740-006-047

ADDRESS: 4651 SW 181ST CT

PARCEL: 1740-006-048

ADDRESS: 4630 SW 181ST CT

PARCEL: 1740-005-036

SW 181ST CT

EXIST. R/W LINE

BL CONST.

±2 0'

±5 0'

Th is d oc uP en t, to ge th er w ith th e co nc eS ts a nd d es ig ns S re se nt ed h er ei n, a s an in st ru

P en t o I s er vi ce , i s in te nd ed o nl y

Io r t he s

Se ci

Iic S ur So se a nd c lie nt

Io r w hi ch it w as S re Sa re d.

R eu se o

I a nd iP Sr oS er re lia nc e on th is d oc uP en t w ith ou t w rit te n au th or i] at io n an d ad aS ta tio n

Ey K iP le y- H or n an d

As so ci at es , I nc . s ha ll

Ee w ith ou t l ia

Ei lit y to

K iP le y-

H or n an d As so ci at es

, I nc

H O

W N

N S

N o.

SHEET NUMBER

C H

D B

D R

B Y

E:LI

D P

R O

C A_

C iv il\

C T

U \C

\P la nS he et s\

dw g, L ay ou t:C -0

T M ar

3, D an ie l.D ag ra ca

x Ae ria l-0 x Pa rc el s-xB or de r-0 k h-ad dr es s-oc a

D ra w in gD at a oH at ch

-0

T R

A R

C T

(S W

O U

R T)

F O

R M

N C

O U

B O

O F

C O

U N

O M

. D

, P .E

A M

N C

O U

C H

Y-

H O

R N

A N

D A

S, IN

M M

D M

L R

R D

O F

S H

H E

E D

A N

D S

D U

N D

-2

4, F

.A .C

S E

T, S U

0, O C

A, F L

O N

-4

-3

W W

W .K

Y- H

O R

N .C

N O

. 3

S H

C-02

C H

NOTE: THIS IS NOT A SURVEY.

PARCEL LINES ARE APPROXIMATE

AND FOR ILLUSTRATIVE PURPOSES

ONLY.

N O

GRAPHIC SCALE IN FEET

30 60 120

N O

GRAPHIC SCALE IN FEET

30 60 120

LEGEND

INSTALL OR REPLACE 2'

WIDE (UNLESS OTHERWISE

NOTED) ASPHALT

PAVEMENT APRON, MATCH

EXISTING. SEE PAVEMENT

APRON DETAIL ON SHEET

G-04.

PAVEMENT RECLAIM. SEE

STANDARDS FOR RECLAIM

OF EXISTING PAVED ROADS

ON SHEET G-02 AND

TYPICAL ROAD SECTION

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00

ADDRESS:

4580 SW 181ST CT

PARCEL:

1740-005-035

ADDRESS: 4553 SW 181ST CT

PARCEL: 1740-006-049

ADDRESS: 4552 SW 181ST CT

PARCEL: 1740-005-034

ADDRESS: 4500 SW 181ST CT

PARCEL: 1740-005-033

ADDRESS: 4460 SW 181ST CT

PARCEL: 1740-005-133

ADDRESS: 18150 SW 44TH ST

PARCEL: 1740-005-233

PARCEL: 1740-006-052 ADDRESS: 4401 SW 181ST CT

PARCEL: 1740-006-053

ADDRESS: 18153 SW 44TH ST

PARCEL: 1740-015-164

ADDRESS: 18151 SW 44TH ST

PARCEL: 1740-015-064

ADDRESS: 18080 SW 43RD PL

PARCEL: 1740-006-054

ADDRESS: 4301 SW 181ST

CT PARCEL: 1740-006-156

PARCEL: 1740-006-057

ADDRESS: 4340 SW 181ST CT

PARCEL: 1740-015-062

ADDRESS: 4242 SW 181ST CT

PARCEL: 1740-015-061

ADDRESS:

4215 SW 181ST CT

PARCEL: 1740-006-058

ADDRESS: 4220 SW 181ST CT

PARCEL: 1740-015-060

PARCEL: 1740-00605

PARCEL: 1740-006-155

SW 181ST CT

4T H

S T

3R D

P L

EXIST. R/W LINE

BL CONST.

±2 0'

±5 0'

115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00

CTPARCEL: 1740-006-059

ADDRESS: 4171 SW 181ST

ADDRESS: 4145 SW 181ST CT

PARCEL: 1740-006-060

ADDRESS:

4202 SW 181ST CT

PARCEL: 1740-015-059

PARCEL: 1740-015-058 ADDRESS: 4130 SW 181ST CT

PARCEL: 1740-015-057

ADDRESS: 4090 SW 181ST CT

PARCEL: 1740-015-056

ADDRESS: 4099 SW 181ST CT

PARCEL: 1740-006-061

ADDRESS: 4055 SW 181ST CT

PARCEL: 1740-006-062

PARCEL: 1740-015-055

ADDRESS: 4015 SW 181ST CT

PARCEL: 1740-006-063

ADDRESS: 4000 SW 181ST CT

PARCEL: 1740-015-054 PARCEL: 1740-015-053

ADDRESS: 3995 SW 181ST CT

PARCEL: 1740-006-064

PARCEL: 1740-006-065

ADDRESS: 3920 SW 181ST CT

PARCEL: 1740-015-052

ADDRESS: 3890 SW 181ST CT

PARCEL: 1740-015-051

ADDRESS: 3907 SW 181ST CT

PARCEL: 1740-006-066

ADDRESS: 3841 SW 181ST CT

PARCEL: 1740-006-067

SW 181ST CT

EXIST. R/W LINE

BL CONST.

±2 0'

±5 0'

Th is d oc uP en t, to ge th er w ith th e co nc eS ts a nd d es ig ns S re se nt ed h er ei n, a s an in st ru

P en t o I s er vi ce , i s in te nd ed o nl y

Io r t he s

Se ci

Iic S ur So se a nd c lie nt

Io r w hi ch it w as S re Sa re d.

R eu se o

I a nd iP Sr oS er re lia nc e on th is d oc uP en t w ith ou t w rit te n au th or i] at io n an d ad aS ta tio n

Ey K iP le y- H or n an d

As so ci at es , I nc . s ha ll

Ee w ith ou t l ia

Ei lit y to

K iP le y-

H or n an d As so ci at es

, I nc

H O

W N

N S

N o.

SHEET NUMBER

C H

D B

D R

B Y

E:LI

D P

R O

C A_

C iv il\

C T

U \C

\P la nS he et s\

dw g, L ay ou t:C -0

T M ar

3, D an ie l.D ag ra ca

x Ae ria l-0 x Pa rc el s-xB or de r-0 k h-ad dr es s-oc a

D ra w in gD at a oH at ch

-0

T R

A R

C T

(S W

O U

R T)

F O

R M

N C

O U

B O

O F

C O

U N

O M

. D

, P .E

A M

N C

O U

C H

Y-

H O

R N

A N

D A

S, IN

M M

D M

L R

R D

O F

S H

H E

E D

A N

D S

D U

N D

-2

4, F

.A .C

S E

T, S U

0, O C

A, F L

O N

-4

-3

W W

W .K

Y- H

O R

N .C

N O

. 3

S H

C-03

C H

NOTE: THIS IS NOT A SURVEY.

PARCEL LINES ARE APPROXIMATE

AND FOR ILLUSTRATIVE PURPOSES

ONLY.

N O

GRAPHIC SCALE IN FEET

30 60 120

N O

GRAPHIC SCALE IN FEET

30 60 120

LEGEND

INSTALL OR REPLACE 2'

WIDE (UNLESS OTHERWISE

NOTED) ASPHALT

PAVEMENT APRON, MATCH

EXISTING. SEE PAVEMENT

APRON DETAIL ON SHEET

G-04.

PAVEMENT RECLAIM. SEE

STANDARDS FOR RECLAIM

OF EXISTING PAVED ROADS

ON SHEET G-02 AND

TYPICAL ROAD SECTION

130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00

PARCEL:

1740-015-050

ADDRESS: 3801 SW 181ST CT

PARCEL: 1740-006-068

ADDRESS: 3780 SW 181ST CT

PARCEL: 1740-015-049

ADDRESS: 3750 SW 181ST CT

PARCEL: 1740-015-048

PARCEL: 1740-006-069 ADDRESS: 3745 SW 181ST CT

PARCEL: 1740-006-070

ADDRESS: 3740 SW 181ST CT

PARCEL: 1740-015-047

ADDRESS: 3648 SW 181ST CT

PARCEL: 1740-015-045

ADDRESS: 3711 SW 181ST CT

PARCEL: 1740-006-071 ADDRESS: 18057 SW 37TH ST

PARCEL: 1740-016-001

ADDRESS: 3600 SW 181ST CT

PARCEL: 1740-015-044

ADDRESS: 3565 SW 181ST CT

PARCEL: 1740-016-202

ADDRESS: 3623 SW 181ST CT

PARCEL: 1740-016-302

ADDRESS: 3551 SW 181ST

CT PARCEL: 1740-016-203

ADDRESS: 3550 SW 181ST CT

PARCEL: 1740-015-043

ADDRESS: 3525 SW 181ST

CT PARCEL: 1740-016-004

ADDRESS: 3520 SW 181ST CT

PARCEL: 1740-015-042

ADDRESS:

3494 SW 81ST CT

PARCEL: 1740-015-041

PARCEL: 1740-016-005

SW 181ST CT

7T H

S T

EXIST. R/W LINE

BL CONST.

±2 0'

±5 0'

145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 159+29

PARCEL: 1740-015-040

ADDRESS: 3443 SW 181ST CT

PARCEL: 1740-016-006

PARCEL: 1740-016-007

ADDRESS: 3380 SW 181ST CT

PARCEL: 1740-015-037

ADDRESS: 3353 SW 181ST CT

PARCEL: 1740-016-008

ADDRESS: 3315 SW 181ST CT

PARCEL: 1740-016-009 ADDRESS: 3281 SW 181ST CT

PARCEL: 1740-016-010

ADDRESS: 3220 SW 181ST CT

PARCEL: 1740-015-135

ADDRESS: 3225 SW 181ST CT

PARCEL: 1740-016-011

ADDRESS: 3175 SW 181ST CT

PARCEL: 1740-016-112

PARCEL: 1740-015-034

ADDRESS: 3150 SW 181ST CT

ADDRESS: 3125 SW 181ST CT

PARCEL: 1740-016-012

ADDRESS: 3294 SW 181ST CT

PARCEL: 1740-015-036

SW 181ST CT

1S T

BL CONST.

STA 158+52.95

END PROJECT

END PAVEMENT

RECLAMATION

CONNECT TO EXIST.

EXIST. R/W LINE

BL CONST.

±2 0'

±5 0'

Th is d oc uP en t, to ge th er w ith th e co nc eS ts a nd d es ig ns S re se nt ed h er ei n, a s an in st ru

P en t o I s er vi ce , i s in te nd ed o nl y

Io r t he s

Se ci

Iic S ur So se a nd c lie nt

Io r w hi ch it w as S re Sa re d.

R eu se o

I a nd iP Sr oS er re lia nc e on th is d oc uP en t w ith ou t w rit te n au th or i] at io n an d ad aS ta tio n

Ey K iP le y- H or n an d

As so ci at es , I nc . s ha ll

Ee w ith ou t l ia

Ei lit y to

K iP le y-

H or n an d As so ci at es

, I nc

H O

W N

N S

N o.

SHEET NUMBER

C H

D B

D R

B Y

E:LI

D P

R O

C A_

C iv il\

C T

U \C

\P la nS he et s\

dw g, L ay ou t:C -0

T M ar

3, D an ie l.D ag ra ca

x Ae ria l-0 x Pa rc el s-xB or de r-0 k h-ad dr es s-oc a

D ra w in gD at a oH at ch

-0

T R

A R

C T

(S W

O U

R T)

F O

R M

N C

O U

B O

O F

C O

U N

O M

. D

, P .E

A M

N C

O U

C H

Y-

H O

R N

A N

D A

S, IN

M M

D M

L R

R D

O F

S H

H E

E D

A N

D S

D U

N D

-2

4, F

.A .C

S E

T, S U

0, O C

A, F L

O N

-4

-3

W W

W .K

Y- H

O R

N .C

N O

. 3

S H

C-04

C H

NOTE: THIS IS NOT A SURVEY.

PARCEL LINES ARE APPROXIMATE

AND FOR ILLUSTRATIVE PURPOSES

ONLY.

N O

GRAPHIC SCALE IN FEET

30 60 120

N O

GRAPHIC SCALE IN FEET

30 60 120

LEGEND

INSTALL OR REPLACE 2'

WIDE (UNLESS OTHERWISE

NOTED) ASPHALT

PAVEMENT APRON, MATCH

EXISTING. SEE PAVEMENT

APRON DETAIL ON SHEET

G-04.

PAVEMENT RECLAIM. SEE

STANDARDS FOR RECLAIM

OF EXISTING PAVED ROADS

ON SHEET G-02 AND

TYPICAL ROAD SECTION

G-01 COVER SHEET

G-02 GENERAL NOTES

G-03 QUANTITIES

G-04 TYPICAL SECTIONS AND DETAILS

G-05 KEY MAP

C-01 PLAN SHEET

C-02 PLAN SHEET

C-03 PLAN SHEET

C-04 PLAN SHEET

File details come from the government source that posted it. Updated Aug 26, 2025.