· 2018. 7. 19. · The Plaintiff shall file a Final Disposition Report with the~ Clerk's Office...

3/15/2017 4:18 PM Filed Lee County Clerk of Courts

IN THE CIRCUIT COURT OF THE 20TH JUDICIAL CIRCUIT IN AND FOR LEE COUNTY, FLORIDA

STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION,

Petitioner,

vs.

JARED F. HOLES, AS SUCCESSOR TRUSTEE OF LAND TRUST NUMBER 5018, DATED AUGUST 1, 1981, et al.,

Defendants.

CIVIL ACTION NO.: 2015-CA-497 PARCEL NOS.: 119/129

__________________________________ /

STIPULATED FINAL JUDGMENT AS TO JARED F. HOLES, AS SUCCESSOR TRUSTEE OF LAND TRUST NUMBER 5018,

DATED AUGUST 1,1981

THIS CAUSE having come on the joint motion of the Petitioner, STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION and Defendant, JARED F. HOLES, AS

SUCCESSOR TRUSTEE OF LAND TRUST NUMBER 5018, DATED AUGUST 1, 1981,

and it appearing to the Court that the Parties were authorized to enter into such motion, and the

Court finding that the compensation to be paid by the Petitioner is full, just and reasonable for all

parties concerned, and the Court being fully advised in the premises, it is therefore,

ORDERED AND ADJUDGED that

1. Defendant, JARED F. HOLES, AS SUCCESSOR TRUSTEE OF LAND

TRUST NUMBER 5018, DATED AUGUST 1, 1981, does have and recover of and from the

Petitioner the sum of THREE MILLION ONE HUNDRED THOUSAND AND N0/100THS

($3,100,000.00) DOLLARS, in full global settlement of all claims for compensation from

Petitioner whatsoever, for all claims related to real estate, severance damages, attorney fees and

1

costs, expert fees and costs and all other damages or claims of any nature for the resolution of the

property herein taken, as they relate to Parcels 119 and 129.

2. Title to Parcels 119 and 129, legally described on Exhibit A, attached hereto and

incorporated herein, which vested in the Petitioner pursuant to the Order of Taking and deposit of

money heretofore made, is approved, ratified and confirmed.

3. Within thirty (30) days of the date of entry of this Final Judgment, Petitioner shall

remit for proper disbursement the total sum of TWO MILLION SEVEN HUNDRED THIRTY

THOUSAND FIVE HUNDRED AND N0/100THS ($2,730,500.00) DOLLARS to the Trust

Account of Moore, Bowman & Rix, 300 West Platt Street, Suite 100, Tampa, Florida 33606,

which is the sum of THREE MILLION ONE HUNDRED THOUSAND AND N0/100THS

($3,100,000.00) DOLLARS, minus the credit of THREE HUNDRED SIXTY-NINE

THOUSAND FIVE HUNDRED AND N0/100THS ($369,500.00) DOLLARS, which was

previously deposited pursuant to the Order of Taking. The referenced Order of Taking deposit

consisted of FIFTY THOUSAND EIGHT HUNDRED AND NO/lOOTHS ($50,800.00)

DOLLARS for Parcel 119, and THREE HUNDRED EIGHTEEN THOUSAND SEVEN

HUNDRED AND N0/100THS ($318,700.00) DOLLARS for Parcel 129, which is subject to

apportionment.

4. Petitioner will construct its project in substantial conformance with the Contract

Plan excerpts dated January 10, 2017, which reflect the additional improvements to Shawnee

Road. The Contract Plan excerpts are attached hereto and incorporated herein as Exhibit B.

Construction of the project is anticipated to begin during the fourth quarter of 2017. Petitioner will

maintain historical drainage patterns and conditions that existed prior to the construction of the

project.

2

5. While it will be Defendant's responsibility to secure rights for ingress and egress

to and from newly improved Shawnee Road referenced in Paragraph 4, west across the property

owned by Lee County, Petitioner will not oppose and will in fact facilitate Defendant's efforts. It

is further understood by the Parties that Petitioner's agreement to improve Shawnee Road as set

forth in Paragraph 4 is consideration for Lee County providing ingress and egress to Defendant's

property to and from Shawnee Road across the property it owns at the southwest quadrant of State

Road 82 and Shawnee Road.

6. Petitioner will grant to the Defendant a right in/right out driveway (designed to District

One Standards) at approximately station 670 plus 27 on State Road 82. This right in/right out

driveway shall be located on the 40 acre+/- commercial portion of the Lennar Homes LLC Mixed

Use Major Planned Development (MPD) Zoning (File Number DCI2016-00015). Specifically,

the driveway is depicted as Access #2 on Exhibit C, which is attached and incorporated herein.

Approval of any offsite improvements associated with this driveway will be subject to Defendants

obtaining a Florida Department of Transportation driveway permit for authorization for work

within the State's right of way. Approval will not be unreasonably withheld.

7. Finally, it is ORDERED AND ADJUDGED, that the Court reserves jurisdiction for the

purposes of enforcing the terms set forth in this Stipulated Final Judgment.

DONE AND ORDERED in Chambers, Lee c~ A ~of March, 2017. EliZabeth Krie;, Circuit Judge

Conformed Copies furnished to:

Jackson H. Bowman, Esquire William A. Keyes, Jr., Esquire S. William Moore, Esquire Kenneth L. Hadley, Esquire

3

The Plaintiff shall file a Final Disposition Report with the~ Clerk's Office per Florida Rule of

Civil Procedure 1.998 within 30 da of this order, that reflects that this ca has been "Disposed by Judge" as the Court has been requested to execute

this Order/Judgement.

Address List Parcels 119 and 129

Jared F. Holes, as Successor Trustee of Land Trust Number 5018, Dated August 1, 1981 C/0 Jackson Bowman C/0 S. William Moore Moore Bowman & Rix, P .A. 300 West Platt Street, Suite 100 Tampa, FL 33606 bmoore(q1mbrfirm.com Jbowman(a;mbrfirm.com [email protected] [email protected]

C/0 William A. Keyes, Jr., 2125 First Street, Suite 101 Fort Myers, FL 33902 stewartkevespl((i)comcast.net

Jeffery Flint 23715 Linda Lee Way Fort Myers, FL 33913 Parcels 119 and 129

Lee County Electric Co Operative, Inc. SERVE: John A. Noland, as Registered Agent 1715 Monroe Street Fort Myers, FL 3 3 901 Parcel129

Lee County Tax Collector CIO R. Noelle Branning, Esquire 24 80 Thompson St. Ft. Myers, Florida 3 3 901 [email protected] noe!leM}i11eetc.com

INSTR # 2015000193538 Page Number: 2 of 5

FP. NO. 4258411

SECTION 12070-000 STATE ROAD 82 LEECOUBTY DESCRIPTION

PARCEL 119

ESTATE 01 Dn'EREST TO BE OBTAINED: FEE SIMPLE - RIGHT OF WAY

That portion of the northeast 1/4 of Section 9, Township 45 South, R~~ge 26 Bast, Lee County, Florida.

Being described as follows:

Commence at the southeast corner of the northeast 1/4 of said Section 9; thence along the east line of said northeast 1/4, North 00°48'46• West a distance of 1,145.85 feet to the survey base line of State Road 82 (Immokalee Road}; thence along said s~rvey base line North 64°20'50• West a distance of 1,405.60 feet; thence South 25°54'25• West a distance of 100.00 feet to an intersection with the southerly existing right of way line of said State Road 82 (per Section 1207-101) and to the westerly existing right of way line of Daniels Parkway (per Lee County Proj. No. 4653) for a POINT OF BEGINNING; thence along said westerly existing right of way line continue South 25°54'25• West a distance of 58.80 feet; thence North 45°29'53• West a distance of 135.57 feet; thence North 64°20'50• West a distance of 400.00 !eet; thence North 56°34'56" West a distance of 111.02 feet to said southerly existing right of way line; thence along said southerly existing right of way line South 64°20'50" East a distance of 638.56 feet to the POINT OF BEGINNING.

Containing 11,567 square feet.

Exhibit A to the Stipulated Final Judgment

INSTR # 2015000193538 Page Number: 3 of 5

"' ..

FP. NO. 4258411

SECTIC4~ 12070-000 STAn 'ROAD 82 DESCRIPTION

PARCEL 129

ESTATE Oll INTEREST TO BE OBTAINED: FEE SIMPLE - RIGHT OF WAY

~hat portion of the northeast 1/4 of Section 9, Township 45 South, Range 26 East, Lee County, Florida.

Being described as follows:

Commence at the southeast corner of the northeast 1/4 of sa1d Sect1on 9; thence along the east line of said northeast 1/4, North 00°48'46" West a distance of 1,145.85 feet to the survey base line of State Road 82 {Immokalee Road); thence along said survey base line North 64°20'50" West a distance of 384.61 feet; thence South 25°39'10" West a distance of 100.00 feet to the southerly existing right of way line of said State Road 82 (per Section 1207-101} for a POINT OF BEGINNING; thence North 89°06'09" West a distance of 198.21 feet; thence North 64°20'50" West a distance of 397.80 feet to the beginning of a curve having a radius of 225.00 feet; thence along the arc of said curve to the left a distance of 352.43 feet through a central angle of 89°44'45" with a chord bearing South 70°46'48" West to the end of said curve and to the easterly existing right of way line of Daniels Parkway (per Lee County Proj. No. 4653); thence along said easterly existing right of way line North 25°54'25" East a distance of 307.00 feet to said southerly existing right of way line; thence along said southerly existing right of way llne South 64°20'50" East a distance of 801.43 feet to the POINT OF BEGINNING.

Conta~ning 1.603 acres.

Exhibit A to the Stipulated Final Judgment

CONTRACT PLANS COMPONENTS ROADWAY PLANS SIGNING AND PAVEMENT MARKING PLANS SIGNALIZATION PLANS LIGHTING PLANS BORROW PIT PLANS

INDEX OF ROADWAY PLANS SHEET NO.

2-4 5, 5A-5J 6-23 24-25 26-35 36-37 SQ-J-SQ-69 38-47 48-49 50-51 52 53-56 57 58-100 101-150 151 152 153-155 156-165 166-172 173-234 235-240 241-265 266-275

276 277 278-280 281 282-291 292-296 297-469 470-471 472-827 828-873 874-879 880 881-883 884-885 886 887-888 889 890-892

SHEET DESCRIPTION

KEY SHEET SIGNATURE SHEET SUMMARY OF PAY ITEMS DRAINAGE MAPS EXISTING DRAINAGE STRUCTURES TYPICAL SECTIONS TYPICAL SECTION DETAILS SUMMARY OF QUANTITIES SUMMARY OF DRAINAGE STRUCTURES OPTIONAL MATERIALS TABULATION PROJECT LAYOUT CONTINUOUS FLOW INTERSECTION LAYOUT REFERENCE POINTS GENERAL NOTES ROADWAY PLANS ROADWAY PROFILES ROADWAY PLAN-PROFILES SPECIAL DETAIL TRAFFIC MONITORING SITE SPECIAL DETAILS INTERSECTION DETAILS CONCRETE PAVEMENT JOINT DETAILS DRAINAGE STRUCTURES CANAL PLAN-PROFILES CANAL CROSS SECTIONS CANAL OUTFALL DETAILS DRAINAGE DETAILS ROADWAY SOIL SURVEY MUCK DELINEATION PLANS MUCK DELINEATION BORING LOCATION PLAN MUCK DELINEATION PROFILES TEMPORARY SURCHARGE DETAILS CROSS SECTIONS STORMWATER POLLUTION PREVENTION PLAN TEMPORARY TRAFFIC CONTROL PLANS UTILITY ADJUSTMENTS SUMMARY OF VERIFIED UTILITIES NOISE WALL PLAN AND TABLES NOISE WALL ELEVATION REPORT OF CORE BORINGS SHEET PILE WALL NOTES SHEET PILE WALL CONTROL CANTILEVER STEEL SHEET PILE WALL DATA TABLE CONTAMINATION SITES

GOVERNING DESIGN STANDARDS: Flonda Department of Transportation, FY2016·17 Design Standards eBook (DSeB) and applicable Design Standards Revtstons (DSRs) at the following webstte: http:llwww.fdot.gov/roadwayiDesignStandardsiStandards.shtm

APPLICABLE DSRs: DSR17727-01

GOVERNING STANDARD SPECIFICATIONS: Florida Department of Transportation, JANUARY 2017 Standard Specifications for Road and Bridge Construction at the following website: http: 1 Jwww.f dot.gov 1 program management I Implemented /SpecBook s

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

CONTRACT PLANS

FINANCIAL PROJECT lD 425841-1-52-01

LEE COUNTY (12070)

STATE ROAD NO_ 82

TO PUNTA GORDA

TO NAPLES

)

REVISIONS: KEY SHEET REVISIONS DATE I DE SCRIPT ION

THIS PROJECT TO BE LET TO CONTRACT WITH FINANCIAL PROJECT 10(5): 425841-1-56-02

ROADWAY PLANS ENGINEER OF RECORD:

KEVIN E. KNUDSEN, P.E. P.E. NO.: 41062 DEWBERRY ENGINEERS INC.

WESTPA!.M BEACH

BOO NORTH MAGNOLIA AVENUE, SUITE 1000 ORLANDO, FLORIDA 32803 CONTRACT NO.: C9031 VENDOR NO.: FI30746510001 CERTIFICATE OF AUTHORIZATION NO.: 8794

FOOT PROJECT MANAGER: RICHARD (MOSE) HOWARD, P.E.

CONSTRUCT JON CONTRACT NO.

FISCAL YEAR

E1029 I 17 S.\D68_5P._82\JJ\4J5841/520J;ro;;dway\~Fr5RDO/ DGN

SHEET NO.

0 ~

~ . 0 0

~ ~

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30 30

25 I I I 11n lJI.. -I- l l+\f~ -t:_-_t=r--:+C-1--1- -t- -IT111il_l1_ I T"TIT -lfTTl- Sf/W-pl'TijJ I I /lVII I I A II~ l J .I I I IIIII I ...). '~" Ploe J.-.--1 I 1111 I Ill I I IIIII 25 lu < " "

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RENATO E. CHUW, PE I STATE OF FLORIDA I I SHEET I P.E. LICENSE NUMBER 56050 INWOOD CONSULTING ENGINEERS 3000 DOVERA DRTVE, SUITE 200 OVIEDO, FLORIDA 32765

"' I «< I A.?

35

30 30

25 25 I~ < ~ . c c ~

' ~

~ c ~ " " §,

~ ., i ..:; '" "' ~ iZ ., ~ " " ~ "3 "" I ~ " .,s ' s § a:! Q ~ " >< "-1 u

~

RAMP 8 ~ ~

DANIELS PKWY

0.73 AC 5~616 1.35 AC 0.63 AC 5-617 1.23 AC L43 AC S-618 0.18 AC

CONTRIBUTING AREAS

s 5-600 0.16 AC 5-608 5-601 0.25 AC 5-609 5-602 0.10 AC 5-610

~ h

~ 5-603 0.32 AC 5-611 0.27 AC 5-619 0.44 AC ~

0.35 AC 5-620 0.65 AC 0.27 AC 5-621 N!A 0.23 AC 5-622 N/A 0.46 AC

5.;,604 0.18 AC 5-612 5-605 0.11 AC 5·613

11$-606 0.27 AC 5-614 S-607 0.45 AC 5-615

TO ·8 OM/ITED 02!23/201 1

§ ~

I g !!;

~ SHEET

NO.

-3000 DOVERA DRTVE, SUITE 200 OVIEDO, FLORIDA 32765 CERTIFICATE OF AUTHORIZATION 7074

14

v--- EXIST. R/W LINE STANDARD CLEARING & GRUBBING

EX!SL R!W LINE----.......

I I 2S'

SOD

'\)-

100' R/W

49'

BORDER WIDTH

30' CLEAR ZONE

2' SOD LEVEL !SEE ·~OTE 1) I

5'

I ~~~I I 6' 6" ~ I2'

leUFF-EilE LANE BIKE LANE!

SHLDR

-r-- ([ CONST. & ~ SURVEY I

36' 30'

WESTBOUND TRAVEL LANES MEDIAN I CLEAR ZONE

8'-6" 8'-6"

36'

[ASTBOUND TRAVEL LANES

100' R!W

49'

BORDER WIDTH

30' CLEAR ZONE

2' SOD LEVEL SEE ~·OTE 1}

12' 12' 12' 6'-6" 9'-3" 10'

12' 12' LANE LANE LANE BU~~~~E SOD SHA~!fHUSE LANE LANE LANE/

POINT

SHLDR PROFILE GRADE

0 02 MAX ~r-1 ~"-

0.02 0

PROFILE GRADE POINT I

~~0.03~i~ooz~~~~~~~~~~

I I9' I

SOD

"';,>

"" / - "-_ ~Sec Note 3

\·'/""' \ SEE NOTE 2 12" TYPE £CURB & GUTTER

ll"" TYPE E CURB & GUTTER TYPICAL SECTION NO. 2 TYPE B STABILIZATION TYPE B STABIUZATfON LBR 40 Natural Growrd See Note TRAFFIC DATA

CONCRETE SIDEWALK LBR 40 SR 82 (IMMOKALEE ROAD) TYPICAL SECTION NOTES·

Natorc ovnd

STA. 464+15.00 TO STA. 517+51.00 1. PROVIDES FOR 8' USABLE SHOULDER.

CURRENT YEAR = 2016 AADT = 29600 ESTIMATED OPENING YEAR = 2019 AADT = 33600 ESTIMATED DESIGN YEAR = 2039 AADT = 60000 K = 9.0% D = 63.4% T = 9.0% (24 HOUR) DESIGN HOUR T = 4.5% DESIGN SPEED = 55 MPH

TRAFFIC DATA

STA. 474+00.00 TO STA. 675+51.80

ST A. 701+92.76 TO ST A. 709+60.00

NEW CONSTRUCTION

OPTIONAL BASE GROUP 10 WITH

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (3")

AND FRICTION COURSE FC-5 (!:,"! PG 76-22

SHOULDER PAVEMENT

2 A! rHI:. CONFRACTOR'S OPTION, THIS AREA MAY BE CONSTRUCTED 0( OPTIONAL BASE MATERIAL AT NO ADDITIONAL COMPENSATION.

3. SEE TYPICAL SECTION DETAILS FOR SPECIAL DITCH DETAIL.

wl ~I §: 30' CLEAR ZONE (MIN.) II

"'"~""~ STA. 517+51.00 TO STA. 591+85.00



TYPE SP STRUCTURAL COURSE (TRAFFIC C) (I '6"! AND FRICTION COURSE FC-5 ('}:,") PG 76-22

PATH

OPTIONAL BASE GROUP I WITH TYPE SP STRUCTURAL COURSE (TRAFFIC A) (I")

TRAFFIC DATA TRAFFIC DATA ST A. 591+85.00 TO ST A. 687+36.00 ST A. 687+36.00 TO ST A. 709+60.00

CURRENT YEAR = 2016 AADT = 16700 CURRENT YEAR = 2016 AADT = 27600 ESTIMATED OPENING YEAR = 2019 AADT = 19100 ESTIMATED OPENING YEAR = 2019 AADT = 31300 ESTIMATED DESIGN YEAR = 2039 AADT = 35300 ESTIMATED DESIGN YEAR = 2039 AADT = 55700 K = 9.0% D = 63.4% T = 10.2% (24 HOUR) K = 9.0% D = 66.2% T = 7.8% (24 HOUR) DESIGN HOUR T = 5.1% DESIGN HOUR T = 3.9% DESIGN SPEED = 55 MPH DESIGN SPEED = 55 MPH

DATE DESCRIPTION

REVISIONS -""'i5'ii'FE DESCRIPTION

KEVIN E. KNUDSEN, P.E P.E. LICENSE NUMBER 41062 DEWBERRY ENGINEERS INC.

STATE OF FLORIDA DEPART.'IENT OF TRAJ\"SPORTA.TJION

800 NORTH MAGNOLIA AVENUE. SUITE 1000 ORLANDO, FL 32803 CERTIFICATE OF AUTHORIZATION 8794

ROAD NO.

82

FINANCIAL PROJECT ID

425841-1-52-01

:51 ~I ~I I I

VARIE

vt:Jil:::.I.K(VVL//Vt:;

STANDARD CLEARING & GRUBBING

t:::J..I:>I.K/WL/!Vt;;;~

100' R/W

r--- fi_ CONST. & fi SURVEY 100' R/W

I 49' 36' 30' 36' 49'

BORDER WIDTH WESTBOUND TRAVEL LANES MEDIAN I CLEAR ZONE EASTBOUND TRAVLL LANES BORDER WIDTH

I I

""

30' CLEAR ZONE

I 2' SOD LE:VEL I

(SEE VOTE I)

25' 5' 8'-3" 6'-6" 12'

SOD SOD ""~~W" LANE LANE/

SHLDR

OJ-

4"

ooz~f--0 02 MAX 0.03 \'.A

,J,:;::f + -t-

'\} 7 f)n77/// // / \

TRAFFIC DATA STA. S91+8S.OO TO STA. 687+36.00


TRAFFIC DATA STA. 687+36.00 TO STA. 709+60.00


REVISIONS

PER INDEX NO. 287

DATE DESCRIPTION DATE CiESCRJPTION

(SEE NOTE 2) 8'-6" 8'-6" 30' CLEAR ZONE lm 2' SOD LEVEL SEEIIOTEI) SEE/IOT£1! SEEIIOTEI) 12' 12' 6'-6" 6-3 6 3' 6-6 12' 12' 12' 6'-6" 9'-3" 10' LANE I LANE SHLDR I SHLOR LANE I LANE LANE BU~j~~El: SOD SHARED USE PATH t~~s~ I __I

PROFILE GRADE.\ 1' t I J 1 V,PROFJLE GRADE POINT r j POINT

1 -r ~-r· 11_£ ~ IT 0 04 0 04 0.02 I 0.02 MAX. 0.02 I 0 02 0 02 0 02 0 02 0 02 0.03

1-t- _.±I. ;t- + + 0.03 :LJ + V/ / /L / '// // /_liL TYPE E '.LLLL_/ // // / / //IliA.

ASPHALT PATH J t ~B&GUT~:/ r L- 12" TIE BARS /2"- 12"-PER INDEX NO. 287

TYPICAL SECTION NO. 3

SR 82 (IMMOKALEE ROAD)

ST A. 675+75.80 TO ST A. 701+68.76

NEW CONSTRUCTION

PLAIN CEMENT CONCRETE PAVEMENT (10")

OPTIONAL BASE GROUP 02 (TYPE B-12.5 ONLY) (4")

GRINDING (PRIOR TO SEALING JOINTS)

DIAMOND GRIND CONCRETE PAVEMENT

PATH


TYPE SP STRUCTURAL COURSE (TRAFFIC A) ( 1")

KEVIN E. KNUDSEN. P.E.

P.E. LICENSE NUMBER 41062 DEWBERRY ENGINEERS INC.

.STATE OF FLORIDA DEP..i.RTMENT OF TRA .. l\'SPORTA.T.KON

TYPICAL SECTION NOTES:

I. PROVIDES FOR 8' USABLE SHOULDER

2. SEE MEDIAN DETAIL AT CONTINUOUS FLOW INTERSECTION (CFT) FOR ADDITIONAL DETAIL

3. SEE TYPICAL SECTIONS NO. 6 AND 7 FOR RAMPS A AND B DETATLS

4. SEE TYPICAL SECTION DETAILS l--OR SPECIAL

DITCH DETAIL.

BOO NORTH MAGNOLIA AVENUE, SUITE 1000 ORLANDO, FL 32803

ROAD NO FINANCIAL PROJECT 10 TYPICAL SECTION

CERTIFICATE OF AUTHORIZATION 8794 82 425841-1-52-01

19'

SOD

-:'.;,.:.

S·\D68_SP._82\Ji\42.SH4/I.'i20I. o.Jdw.Jy\TYPSRDOI.dgn

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R/W LINE

VARIES (16 S' fl./IN)

SOD

'\-:t

CONCRETE SIDEWALK

CONCRETE PAVEMENT SUBORAINAGE ASPHALT BASE SUBDRAINAGE (TYP.) (SEE INDEX NO. 287)

NEW CONSTRUCTION


OPTIONAL BASE GROUP 02 {TYPE B-12.5 ONLY) {4")



REVISIONS DESCRIPTION DATE DESCRIPTION

if CONSL & fl_ SURVEY SR 82 STANDARD CLEARING & GRUBBING

R/W VARIES (168' MIN. TO 212' MAK)

~RAMP A f~-~ I 100' EXIST R/W ~

VARIES VARIES (16' MIN) 1 24 (16' MIN.) 56 · 22'

RAMP A EASTBOUND LEFT TURN LANES

18'

TURN LANE

VARIES (lZ MIN.) 4'

HLDR 12' 12'

TURN LANE TURN LANE

VARIES 9'-6" (MIN.) I 6'-6" 36'

BU~j~~E SR 82 WESTBOUN LANE/ (SEE TYPICAL fE~PtVEL LANES

SS:~N SHrR~ ! ~ ~ ON N0~3) ~'" Q,.

'""' tll o'fou, ~ 002 + I 002 ~0.03 ~ ~•'; 7 7 I 7///t////iLLiJ

TYPE E CURB & GUTTER

TYPE B STABILIZATION LBR 40



RAMP "A" - DESIGN SPEED 25 MPH

AT CONTINUOUS FLOW INTERSECTION (CFI)

ST A. 79+32.76 TO 85+52.22

SR 82


r li_ COfi''ST. & ~ SURVEY SR 82 I

1'1/t:UIAf\i VAKil:!~

(FROM 30' MIN. 10 40' MAX.)

VARIES I VARIES (8'-6" TO 13'-6") I (B'-6" TO 13'-6")

SOD SR 82 WESTBOUND TRAVEL LANES 6'-6" I 6'-6" EASTBOUND TRAVEL LANES

SHLDR VARIES I VARIES SHLDR

~ ~ ~ (6'-3" TO 11'-3")(6'-3" TO I 1'-3") t t t I I I I PROFILE GRADE\ r PROFILE GRADE POINT 0.04 0.04 POINT

0 02 ::r:;;:J; 0.02 hrl

['\'\.'\ . '\ ''\ 'ill~ TYPE E CURB & GUTTER ~// // // I/ //1

KEVIN E. KNUDSEN. P.E P.E. LICENSE NUMBER 41062 DEWBERRY ENGINEERS lNC

BOO NORTH MAGNOLIA AVENUE, SUITE 1000 ORLANDO, FL 32803 CERTIFICATE OF AUTHORIZATION 8794

MEDIAN DETAIL

AT CONTINUOUS FLOW INTERSECTION (CFI)

ST A. 675+75.80 TO ST A. 701+68.76

8TATE OF FLORIDA DEPARTMENT OF TRAJ\~~PORTATJ!ON

ROAD NO FINANCIAL PROJECT fD TYPICAL SECTION 82 425841-1-52-01

S·\fiii~Sf(82\l/\42.Sii4//.SZO/,,o.Jdw.Jy\TYP- E ~ ell ~ ] ~ :.Ei ~ ><

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~

f£ CONST & 1£ SURVEY SR 82 STANDARD CLEARING & GRUBBING

R/W VARIES (183' MIN.)

I ~-~~ 100' EXIST. R/W VARIES VARIES r 56' (16' MIN.! 24 ~ (16' MIN I

36' VARIES

(9'-6" MIN.)

WESTBOUND LEFT TURN LANES

12' 12' VARIES

4' (12' MIN.)

ft. RAMP B

32'

RAMP B

12' 12'

SR 82 EASTBOUND TRAVEL LANES iUFFERE TURN LANE TURN LANE HLDR TURN LANE TURN LANE

'+ 7'-6" MIN. LANE/ '+ SHLDR ..._ ~ ~ 5 MIN ~ ~ I

t t t "" ,., .. m,. ~ , .... I

o3 QfO 1ttoo g ~ -I 4 14' I I 14 l.u~ 4 t-- !

~ i '-o03 I v //;))////}};; ~

TYPE B STABILIZATION LBR 40 TYPE B STABILIZATION

LBR 40

0.02


TYPE 8 STABILIZATION LBR 40


RAMP "8" - DESIGN SPEED 25 MPH

AT CONTINUOUS FLOW INTERSECTION (CFJ)

ST A. 91+15.83 TO ST A. 95+55.05

NEW CONSTRUCTION


OPTIONAL BASE GROUP 02 (TYPE B-12.5 ONLY) (4")



PATH


TYPE SP STRUCTURAL COURSE (TRAFFIC A) (1")

8'

DESCRIPTION

REVISIONS

DATE DESCRJPTTON KEVIN E KNUDSEN. P.E. P.E. LTCENSE NUMBER 41062 DEWBERRY ENGINEERS JNC.

.'iT ATE OF FLORIDA DEPARTMENT OF TRAJ\:5PORT.4.TffON

2' SOD LEVEL

9'-3"

R!W LINE

VARIES (15.5' MIN.)

SOD

/"'

CONCRETE PAVEMENT SUBDRAINAGE ASPHALT BASE SUBDRAINAGE (TYP.) (SEE rNDEX NO. 287)

\ ""'" "'""'

SHEET

NO.

800 NORTH MAGNOLIA AVENUE. SUITE 7000 ROAD NO. FINANCIAL PROJECT ID TYPICAL SECTION OP.LANDO, FL 32803

82 425841+52-01 CERTIFICATE OF AUTHORIZATION 8794 32

S:\D68_.~R_8Z\JI\4Z58411.5201 ,,o.odw.oy\TYPSRDOI.dgn

~ < "

i E " ~ i ~

i .=: ";3 s ~ ~

"" ~ ~ ~ '[

* ;53 " ;; £

j s ~ 1!1 ~ ;§ ~ ..c ~ " "" " v ~ ~ ~ ~

~ "' § ~

I <

g ~

~

EXIST. R/W L!NE EXIST. R/W LINE

C[ CONSt & ~ SURVEY R!W VARIES (110' MIN.) R/W VARIES (110' MIN.)

2'-8" SOD TREATMENT 1

(INDEX 105)

I

--N~t~~ ~r:u~d-\~--_j--~--~-- -~-- -~???¥? ?? MILLING

MILL EXISTING ASPHALT PAVEMENT (I W DEPTH)

RESURFACING

FRICTION COURSE FC-12.5 (TRAFFIC C) (I )?") PG 76-22

WIDENING


TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 )?")

AND FRICTION COURSE FC-12.5 (TRAFFIC C) (1 )?") PG 76-22

EXIST. R!W LINE

Pavt

2S'-9"

VARIES ro· ro 24') WIDENING



DANIELS PARKWAY

STANDARD CLFARING AND GRUBBING

24'

MILLING AND RESURFACING

VARIES (0' TO 29')

WIDENING


TURF

VARIES

/.·

v EXIST R/W LINE ~ ~ CON ST. & ~ SURVEY R!W VARIES I R!W VARIES - -,- ~

EXIST. R!W LINE~

I .I I I STANDARD CLEARING AND GRUBBING STANDARD CLEARING AND GRUBBING

I 1" I~ LIMITS OF LI/VIlTS OF ~- : 25'-9" CONSTRUCTION CONSTRUCTION ~ 51-ILDR. PAVT.

I

-N~t= ~'ound \ i --~-~

2" MIN I I I I

-----..&..--~--G

VARIES 12. MIN. I

v l i I L Natucal Gcound (f~~/il

TRAFFIC DATA OWEN AVENUE

CURRENT YEAR = 2016 AADT = 2,100 ESTIMATED OPENING YEAR = 2019 AADT = 2,500 ESTIMATED DESIGN YEAR K = 11.5% D = 50.0% T DESIGN HOUR T = 2.0% DESIGN SPEED = 30 MPH

= 2039 AADT = 4,500 = 4.0% (24 HOUR)

TRAFFIC DATA GREGORY AVENUE

CURRENT YEAR = 2016 AADT = 900 ESTIMATED OPENING YEAR = 2019 AADT = 1.000 ESTIMATED DESIGN YEAR = 2039 AADT = 1,800 K = 8.4% D = 50.0% T = 4.0% (24 HOUR) DESIGN HOUR T = 2.0% DESIGN SPEED = 30 MPH

TRAFFIC DATA HAVILAND AVENUE

CURRENT YEAR = 2016 AADT = 1,300 ESTIMATED OPENING YEAR = 2019 AADT = 2,200 ESTIMATED DESIGN YEAR = 2039 AADT = 6,400 K = 8.0% D = 62.0% T = 4.0% (24 HOUR) DESIGN HOUR T = 2.0% DESIGN SPEED = 30 MPH

DATE DESCRIPTION

REV/STONS

DATE

EXIST. R;W LINE~

Natural Ground ~

---"""'----~-~-

DESCRJPTTON

R/W VARIES (50' MIN. TO 80' MAX,) v EXIST. R/W LINE I STANDARD CLEARING AND GRUBBING I

~LIMITS OF r 'f CONST. LIMITS OF ~~ CONSTRUCTION CONSTRUCTION ' 8' 12' IZ I 8' ' LANE LANE

I 5'

I SHLDR PAVT. I 2' MIN 2' MIN

l r:: : .. '"" , .... ,, ~J I _ _ .J [ :""'_·~~· TYPICAL SECTION

OWEN AVENUE ST A. 61+07.50 TO 62+00.00

GREGORY AVENUE ST A. 91+07.50 TO 91+80.00

HAVILAND AVENUE ST A. 101+07.50 TO 101+85.00

SHAWNEE ROAD 5T A. 104+80.00 TO 108+40.00

NEW CONSTRUCTION

LBR 40

(OWEN AVE., GREGORY AVE. & HAVILAND AVE. ONLY)


TYPE SP STRUCTURAL COURSE (TRAFFIC B) (1 U"J AND FRICTION COURSE FC-12.5 (TRAFFIC B) (1 i:z"J PG 76-22

SHOULDER PAVEMENT

(OWEN AVE., GREGORY AVE. & HAVILAND AVE. ONLY)

KEVIN E. KNUDSEN, P.E. P.E. LTCENSE NUMBER 41062 DEWBERRY ENGINEERS INC.


FRICTION COURSE FC-12.5 (TRAFFIC BJ (1 U"J PG 76-22

NEW CONSTRUCTION (SHAWNEE RD. ONLY)


TYPE SP STRUCTURAL COURSE (TRAFFIC B) (1 ';J'J

SHOULDER PAVEMENT (SHAWNEE RD. ONLY)


TYPE SP STRUCTURAL COURSE (TRAFFIC BJ (1 ';J')

STATE OF Jt'LORll/JA DEPART.tfENT OF TRAl•tSPORT.4TllON

BOO NORTH MAGNOLIA AVENUE, SUITE 1000

ORLANDO, FL 32803

ROAD NO.

82 1

COUNTY FINANCIAL PROJECT 1D

LEE 1 425841-1-52-01 CERTIFICATE OF AUTHORIZATION 8794

TYPICAL SECTION NOTE

1 AT THE CONTRACTOR'S OPTION, THIS AREA MAY BE CONSTRUCTED OF OPTIONAL BASE MATERIAL AT NO

AOOIT!ONAL COMPENSATION.

TYPffCAL SECTffON

. SHEET

NO.

-35

0

" ~ ~

~ E ~ " ~ ~ ~ ""

~

~ ~

I ' ~ ~ ~ ~

" w

~ ~ ~

~

~ ~

§ ~

I ~

u

" " 0 ~

~

] ~

"" ~ = .g. "' " .;3 2 o:l

:s ~

~

~

DATE

\. L w Feet

_ • --5-pf~AL Dlf_cij .b.[_ _ _:_ ___ --=-~ --~ - ----...,- - - -EX/Sf. RIW LINE\ . - - ·------:-:=:_= ""-'•· 397 LF OF 42" PIPE---. ~~--- __ ._ 8 -- --- __ -----~-=---=---=--- -=- --- -- --.;.",~.- --

5' CON

'

6.5' SH.LbR. PAVT

I~ ···• · ... -. r TYPE E CURB & GUTTER DR"

~I

~ 2"PJP£ \_ """" . '""'" '"'"'

1£ CONST & ip_ _____ ~"" /// 66.-

8 --------

6%t~~~~~~~~~

~

\;'

6

5 64° 20' 50" E

'7: 6.5' SHLOR. PAVL 7/l 26" 18' 55'!. /

121 LF OF 18" PfPE__./ ,,~ ~ -

TYPE E CURB & GUTTER t-d \? ~

y ~I

\;' SR 82 (IfvlfviOKALEE ROAD)

8 7. /;/ 6.5' SHLDR PAVT. ~

{27 / 10' SHARED USE PATH _/

-- __ ,_ ---·· --+- - ===~---=--- - ~- -7=-----c :::::::=:----- '•, ~

EXIST. R/W LINE ===+----+=+= * =~~=: ----.,., / -~-~;;--"'-"'"'•""''-''. -• ~·"' ~16~

s~c~. 91•"' ,~c~.

REVISIONS

DESCRIPTION DATE DESCRIPTION

/ P.E. LICENSE NUMBER 41062

DEWOERRY ENGINEERS INC. 800 NORTH MAGNOLIA AVENUE, SUITE 1000

ORLANDO, FL 32803 CERTIFICATE OF AUTHORIZATION 8794

,'J'TATE OF FLORIDA SHEET DEPARTMENT OF TR.Al\:SPORTATION NO.

ROAD NO. FINANCIAL PROJECT fD ROADJV..'il Y PLAN r29J 82 425841-1-52-01 86

5.\D611_5A_HZ\JI\425114115ZOI•IOddW.ly\PLANADZ9119n

0 < ~ . 0 0

~ ~

§ c " ~

~ §, "" i ~ '" " § ~

~ "" " "'" ~ =

i ~ " ;5 ' s

~ co ] ;.a

~ "' ~ u

~

~ ~ ~

' ~ ~ "' ~

~

I ~ ~ ~

§

§

DATE

/ ~J6-'

A \A~lj ~'}..()'(..

10c1· 1 •"' s ,e.c1· 9

/ "'"~"•c~ ---------. .-----~-:--=: ~4o"7lo-

~sP~::A:,::~ ~ ___ · _____________ 8

______ ~ 79.00' Lt. 7

oNe sw

6.5' SHLDR. PAVL -.-. "':

~

6.5' SHLDR: PAVT

10' SHARED USE PATH

' ' '"'

r- 31 /"tF .. oF 36" PIPE

7

8

\27

\ .. b ....., Feet

------·----

r- 283 LF OF 36" PIPE

+25.00 8.50' Rt.

+25.00

~ 7

~

~

~

~

-.- '"'/-~ = =~-. =: =====: = == = =_ ='= ~·= :< _ ~ ::::::=·= ~ ~ ;:,=_~ :.::: ·== = = ==== ~=-· .· =,= == = =·~ _;_:== = = =:ii_Eif!.L D~H_!!_t·= = == = = ==: : __ EXIST. R!W LINE]

REVISIONS

OESCRlPT/ON DATE bESCRtPtiON KEVIN E KNUDSEN. P.E P.E. LfCENSE NUMBER 41062 DEWBERRY ENGINEERS lNC BOO NORTH MAGNOLIA AVENUE, SUITE 1000 ORLANDO, FL 32803 CERTIFICATE OF AUTHORIZATION 8794

STATE OF FLORIDA SHEET DEPARTMENT OF TR.Al\~PORT.4TION NO.

ROAD NO FINANCIAL PROJECT 10 ROADWAY PLAN r30J 82 425841·1·52·01 87

5.\068 .~P._8l\l/\42$84//$201 do ..

~ ~

61.

§

DATE

CURVE A-1 DATA PI STA. :== 78+68.96 /). :== 27" 44' 33" (Lt ) D :== 1.9" 05' 55" T = 74.08' L = 145.26' R = 300.00' PC STA = 77+94.87 PRC STA. '"" 79+40 13

= 0.03

CURVE A-2 DATA PI STA. = 80+19.65 8 :== 27" 44' 33" (Rt ) D = 17" 47' 37" T = 79.52' L = 155 91' R = 322.00' PRC STA. = 79+40.13 PT STA. = 80+96 04

= NC

EXIST. R/W LINE~

-( -SPECj4_([f[fCH_L[ -~· : _ -~ .;:.·..:_ ----: -~:: -~-- ----- -~-- -~--PIPE ~S-S30 +S.l.BO 297 LF OF 36" PIPE ~ 6250'Lt

SLONL. sw

132 LF OF 18" PIPE

10' SHARED USE PATH

+85.00 4.00' Lt.

246 LF OF 36" PIPE

·s 64" za: 50" E

@

6'17


e

PROP.

fi. coi\IST .. & ~··-s~~'RVEY SR 82


...... ~---

r

/ I

I +90.00 __ -~ 100.00' RT.

EXIST. R/W LINE) ---~~~~~~~~~~~~~~:~~~~~r~~~~~~---::_~~~~

DESCRIPTION

REVISIONS

DATE DESCRIPTION KEVIN E. KNUDSEN. P.E P.E. LICENSE NUMBER 41062 DEWBERRY ENGINEERS INC 800 NORTH MAGNOLIA AVENUE, SUITE 1000 ORLANDO, FL 32803 CERTIFICATE OF AUTHORIZATION 8794

~

~

STATE OF FLORIDA. DEPARTMENT OF TRA.l\"SPORTATffON

ROAD NO FINANCIAL PROJECT TD

82 425841-1-52-01

TRANS!TION PAVEMENT (SEE TYPICAL SECTION DETAILS FOR PAVEMENT TRANSITION DETAIL)

ROADWAY PLAN r3J J

S:\i56R_Sfl._8l\l/\4l584/l.'il01\lo.tdwdy\PLANFI.D1/Gyn

§

~

SHEET

NO.

88

v ~

~ . c c ~ ~

g ~

~ ~

~ ~

~

I '

~ Q ~

~

'-' ~

~ ~ !!!

i "' ~

~

I ~

u ~ ~ c

~

E " §, "0 ..:; "il = i£: "0

" 1;; = 0. ~ " .;:: B p:)

] ;.a "' "-!

~

~

~

DATE DESCRIPTION

,>.

CURVF A- 2 OAT A PI STA. - 80+19.65 , = 27" 44' 33" (Rt.) D = 17° 47' 37" T = 79.52' L = 155.91' R = 322.00' PRC STA. = 79+40. 13 PT STA. = 80+96 04

= NC

t WETLAND LIMITS W-4

+14 62 96.00' R

------- -------

REVISIONS

DATE DESCRIPTTON

CURVE A-3 DATA CURVF A-4 DATA Pl STA. 84+82.14 Pl STA. 86+77 62 , =8° 02' 40" (Lt.)t:. = 79~ 47' 30" (Lt ) D =so 43' 46" T = 70.32' L = 140.40' R ""'- 1,000 00' PC STA =84+11.82 PCC ST A_ = 85+52. 22

0 = NC

D = 38° 11' 50" T = 125.40' L = 208.89' R = 150.00' PCC STA. = 85+52.22 PT STA- = 87+61 12 e = 0.04

86 LF OF 18" PIPE

DATE

/

~ 0 0::

>-0:: LU

~ i3 _,;;

/.o0"" 1 /'~

goa 15'

"

ST. GUNNElRY ROAD

DESCRIPTION

lsEEiNTERSECTlON DETATL"S I .!!?R ADD IT IONA!:_!!!F~A7]!l!:l

\ \ \

\ \ \ CURVE B-1 DATA

PI STA =: 88+57.89 !::. = 78o 46' 10" (RL) 0 = 3/ 0 49' 52" T = 147.77' L = 247. 46' R == 180.00' PC STA. = 87+10 .12 PCC ST A = 89+57 58

= 0.04

CURVE B-2 DATA PI ST A = 90+36. 87 /::,. =9°04'01" D = 5" 43' 46" T = 79.29' L = 158.25' R = 1.000.00' PCC ST A. = 89+57. 58 PT STA. = 91+15 83

= NC

'"'' \ EXIST. R/W LINE

8.

\ 0 '0 ~ Z-' -z_', '"' ~\ '~

146 LF OF 36" PIPE

& tp_ SURVEY SR 82

10' SHARED USE PATH

"' --,.--,~--- - ~I f KA/1111-' f

225'R

>-0.

PROP. R/W LINE

.STATE OF FLORJIDA DEPARTMENT OF TRAJ\"SPORT..-!.Tl!ON

\ BEGIN GRAVITY WALL +80 00, 96 00' Lt

Feet

CONC. GRAVITY WALL

50

PER S,J;D., INDEX NO 601

EXIST. R/W LINE r 3P_E'CIAL 1JJJ_flf..li,

~ "' '-' "-

DEWBERRY ENGINEERS INC.

800 NORTH MAGNOLIA AVENUE, SUfTE 1000 ORLANDO, FL 32803

ROAD NO. FINANCIAL PROJECT ID ROADWAY PLAN r33J

CERTTF/CATE OF AUTHORIZATION 8794 82 425841-1-52-01

~

~

Zl

DATE

\

CONC. GRAVITY WALL Pt-R 510 IND~·x NO. 601

"'~ "'" '),-:'"' ~0

~~

~~ ~~ "'"'

\ 50 Feet

""'' ~-EXIST R/W LINE~ . . .. . . . ,. ---------- === =: :::==:::: ==::

:: = = = = ~ =:::; sf{(JAL D-1-TC_H ___ L_t-.~~~~.=-=-:=- ~ -- - = --- = = - ·- ;:~=-LF -OF 4;'=PIPE :::~ = :: - -- - -~ L~ ~F 18" PIPE~ e

696

~\ \\@RAMPB ~ CURVE

183.00' Rt. B-J

PROP. R/W LINE

REVISIONS


8 i CON5T. & ~ 5URV€Y sR 8

697 698 s 64D 20' so~ E


;'! "' >-0.

CURVE 8-3 DATA PI STA. - 94+72.73 11 c: 29o 25' 11" ( Lt ) 0 .::;; ]7° 15' 28" T = 87 16' L = 170.47' R = 332.00' PC STA. = 93+85.57 PRC STA "' 95+56 04

= NC

KEVIN E KNUDSEN. P E P.E. LTCENSE NUMBER 41062 DEWBERRY ENGINEERS INC.

10' SHARED USL PATH

END RAMP B STA. 97+40 00 JD CONST RAMP B = STA. 697f40.00, 62.50' Rt. (j_ CONST. & fl SURVEY SR 82

CURVE B 4 OAT A PI STA. - 96+34 80 11 = 29° 25' 11" (Rt) 0 = 19" 05' 55" T = 78.76' L = 154.04' R = 300.00' PRC STA. = 95+56.04 PT STA. = 91+10.08 e = 0.03

8TATE OF FLORIDA DEPARTMENT OF TRAJ'!ISPORT.4TlON

BOO NORTH MAGNOLIA AVENUE, SUITE 1000 ORLANDO, FL 32803

ROAD NO

82

FINANCIAL PROJECT ID

425841·1-52·01 CERTIFICATE OF AUTHORIZATION 8794

_ ~P~ Ql[C..!:!.:...B1_ __

EXIST. R/W LINE]

ROADWAY PLAN rUJ

~

S\06fl_.'iA_82\JI\42511411~2fJ/ ,,o,.dw.Jy\PLANAOJ4t:i9n

701

0 <

" c c ~

~ ~

§ " " " a ~ .,

i ..=: "" c ~ ~ ~

., " 1;j

~ = Q

.g.

~ V)

" -s ~ 2 ~ @

r:a ]

Q ;.a " "' ~ u

~

~ ~ !!!

~ "' ~ ~

I ~

~ ~

SHEET

NO.

91

~

~

DATE

\ .. 6 -Feet

-------E-XIST. R!W L-IN_E_"\_-'-----

---- ===:: ==: ~l~.o.o .. +92-~6: ==:: ==:::::, :::::::: == =:::: == = = ~ = = == = +~;;;;;-- ------- --24; ~F OF·~?: ;IPE .. = = STA 11~~~~:~ ;~z~ts~~·SHA;::t~~~ -42 .. ~I~E-----e /78.00 Lt. /62.09' Lt. ;-397 LF OF 42' PIPE ~ r- STA. 707+80.421[ CONST. & @ SU~VcY $1( 82

71Jl

8

REVISIONS

DESCRIPTION DATE


703

5 64" 20' 50" E

DESCRIPTION

+40.00 10.41' Rt.

@

------

EXIST. R/W LINE~

KEVIN E. KNUDSEN. P.E

6.5' SHLDR. PAVT

I[ CONST. & f. SURVEY SR 8


STATE OF FLORJ/DA

706

ill.!i!:J.Q

~ TRANSITION PAVEMENT (SEE TYPICAL SECTION DETAILS ~ FOR PAVEMENT TRANSITION DETAIL)

P.E. LICENSE NUMBER 4/062 DEWBERRY ENGINEEP.S INC

DEPA.RTMENT OF TRAJ\"SPORT.4TION

800 NOP.TH MAGNOLIA AVENUE, SUfTE 1000 OP.LANDO, FL 32803 CERTfFfCATE OF AUTHOIUZATtON 8794

P.OAD NO,

82

FINANCIAL PROJECT ID ROADWAY PLAN f35J 425841-1-52-01

S.\0~8 !>P._82\li\42584/IS201 ,, o.tdw.Jy\PLANRD15 < ....

u

~

~ ~ ::!

' . ~ ~

§ ~

! ~

u ~ ~ c

~ SHEET

NO

-92

~

~

708

END PROJECT STA. 709+60.00

~----E-X-/S_T_. -R/-W =~---"":-=-------:-=---_-_---------- -------- e-

R.---:-PAVT

713 ~ TYPE f CURB & GUTTER

711

1£ CON51.

121 LF OF 18" PIPE TYPE E CURB & GUTTER-

6.5' SHLDR PAVT.

9 5.5' UNPAVED SHLOR

\ .. t..:t -

Feet

----------SPEC/At DITCH Lt

-------397 LF OF 42" PIPE

715

'\ ~\\Sf· //'\ ,,,,.. .. """~ "~'"' ~ ======= === === =~'-~====:= ~====~==·==·~ ======== ===_c_•_sPiclAL DITCH R.t-:--- -------

------1 I ~ffN:~RAO~~[f f~:~r FOR ADDITIONAL !NFORMATID.!:!.J

~X/ST R/W LIN/:

EXIST.


-- -~ -~ EXIST R/W :7·

NOTE·

1. COORDINATE WITH THE UNITED STATES POSTAL SERVICE FOR DISPOSITION OF [X/STING COMMUNITY MAILBOX (BY OTHERS).

KEVIN E. KNUDSEN, P.E /'J'TATE OF FLORIDA P.E. LICENSE NUMBER 41062 DEWBERRY ENGINEERS INC.

DEPARTMENT OF TRA.l\"8PORT.4TllON

BOO NORTH MAGNOLIA AVENUE. SUfTE 1000 ORLANDO, FL 32803 CERTTFICATE OF AUTHORIZATION 8794

ROAD NO

82

FINANCIAL PROJECT JD

425841-1-52-01

ROADWAY PLAN 136J

S.\068 SR_8Z\I/\42Sil41/S20I,,o.>dw"~\PUl.IIRD36 clgn

0 . ~

~ c c ~ ~

~ ~ E " ~ s

~ ell

""' ~ ..:; ~ 01 0 ~ G: ""' ~ " 1;j ~ "3 0. Q ~ ~ " .,s ' £

g

~ ~

] :.a

~ " w:.l u

~

~ ~ :'! ~

~ ~

§ ~

! . ~ ~

SHEET

NO.

93

DATE

R!W LINE

BEGIN CONSTRUCTION BEGIN MILLING & RESURFACING AND WIDENING·~'~'' STA. 1680+24.00 '

CURVE 2 DATA PI STA. DELtA D T L R PC STA. PT STA.

1681+15.50 36" 0 29' 31" 4° 15' 00" 444.45' 858.64' 1 ,348. 14 1676+71.06 1685+29. 70 0. 075

BEGIN FULL CONSTRUCTION

( Lt )

END MILLING & RESURFACING (Lt. STA. 1685+25.00

END MilLING & R"ESURFACING ANO WI STA. 1685+01.00

7=-=" ~ CONC GRAVITY WALL L I 0 . PER STD. INDEX NO. 6011 etlct

, 7' ~A'!!__D SHLDR.· ~ - - ,_

BEG!N GRAVITY WALL STA. 1681+50.00, 108.00' Rt

LEGEND

D MILLING & RESURFACING ~WIDENING ~ TRANSITION PAVEMENT (SEE TYPICAL SECTION DETA!LS ~ FOR PAVEMENT TRANSITION DETAIL)

REVISIONS


END GRAVITY·· WALL ' 1 STA. 1683+50.00, 108.00' Rt.

11 LF OF 19"X30" PIPE EX!ST. R/W LINE

BEGIN RAMP B STA. 85+47.83 S CONST RAMP 8 == STA. 1685+40.00, 78.75' Rt. I[ CONST. & fi. SURVEY. DANIELS PKWY

KEVIN E. KNUDSEN. P.E. STATE OF FLORIDA. P E. LICENSE NUMBER 41062 DEWBERRY ENGINEERS INC. BOO NORTH MAGNOUA AVENUE, SUITE lOOO ORLANDO, FL 32803 CERTIFICATE OF AUTHORIZATION 8794

DEPARTMENT OF TRAJ\"SPORTATJlON

ROAD NO FINANCIAL PROJECT ID

82 425841-1-52-01

/ 0 10 50

Feet

ROADWAY PLAN r-ID

DAN][ELS PARKWAY

S.\0611 SR_82\J/\4258411'i20/,,o,.dw,.y\PlANRD41.dgn

SHEET

NO"

98

u ~

~

~

~ ~

~ c " ~

~ §,

"0

" .=; ~ "@

" ~ '-'= ~ "0 ~ :;

I .g.

~

~

--1

sEE jffi-ERsffriON DfiAli.Si _!!':i:f!E!.T_!!?_N~ ~0~~0!!_

PROP.

CURVE 8-1 DATA PI STA. 88+57 .89 8 78" 46' 10" 0 3]" 49' 52" T 147.77' L 247.46' R 180.00' PC STA 87+10.12 PCC ST A = 89+57. 58

= 0.04

~ 0 0:

'" ~ "' 0 " ~ "' "' 0: "'

REVISIONS KEVIN E. KNUDSCN, P.E. DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 41062


800 NORTH MAGNOLIA AVI:.NUE, SUITE 1000 ORLANDO, FL 32803

CERT/FfCATE OF AUTHORIZATION 8794

:,·' ,./"!,

'/>'Y;REMOVE EX!S[.

+/16.J:{_;_i_ M:Xb~~L~o . .f,"'t; ;fTQ\""~1' CW!;ETJJ

8' CVNC. SW" (TO REMAIN)

689+15.59 94.23' Lt

EXIST. R!W LINE

689+60.00 1os oo· Lt.

~W>C ~ :.~"'""' \ ~~~~R~~~~~A~A~~~~~~~:~:~7~"~6~2--f::. = 79" 47' 30" (Lt ) 0 = 38c 11' 50" T = 125.40' L = 208 89' R = 150.00' PCC STA. = 85+52.22 PT STA. = 87+61 12

= 0.04

]~If. CONST. & fi. SURVEY SR 82

l----PROP. R/W LINE

STATE OF FLORIDA IJEPARTME/IlT OF TRANSPORTATION

+60.26 TFi76' Rt I MAtCH EXfS1.

0 10 . 50

.....e ...... ~ feet

ROAD /110. FINANCfAL PROJECT 10 ROADWAY PLAN r.f2J

DANIELS PKWYI GUNNERY RD. 82 425841-1-52-01

5:\D68_5R_/J2\J I \4258~ 11520/\raariway\PLAIJRD4l.riqn

SHEET

NO"

99

w ~ ~

" 0 0 ~ ;, @ . ii!

i ~

~ ~ c

~ '

~ . ~

w

~ ~ ~ ~

~ ~

~ ~

~ ~ ~

g §, "" ..=; '" " iZ "" " "' 1 """ "' " .s £ iX1 ] ;.a " ""

. '

: J i I ' ! ,.,, •

45

40

35

30

25

20

15

10

5

ATE I

i

:

~

I

I I --r

I : ~·~ I : :

f'.ROP;OS~D ~ROij/LEiGR4DEf

I I I ,

I :

I t-1 d2so% , ~I

1\ ----,------.,-

--j--;--r---':- -:-~-'

I sliw~.· .• '. 11 /,:=-:1;-;~;-.., :

_,DPI Mb.o({Rt. -~--~-;---~-~--~-+-~~-~-~-- -.'7-:-"'""'"::-~-1/i E/. 26.25 I p .:3'

(42rPE~ 7 5PECIALIDI~CH Lt ](

-

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~ REVISIONS KEVIN E KNUDSEN. P.E STATE OF FLORIDA SHEET

DATE DESCRIPTION DATE P.E. LICENSE NUMBER 41062 DEPARTMENT OF TRAJ'IISPORTA.TllON ROADWAY PROFJJLE 14JJ NO. DEWBERRY ENGINEERS INC. 800 NORTH MAGNOLIA AVENUE, SUITE 1000 ROAD NO COUNTY FINANCIAL PROJECT ID DANJJELS PARKWAY ORLANDO, FL 32803 I 141 CERTIFICATE OF AUTHORIZATION 8794 82 LEE 425841+52-01 .... ,. rnnnnn 7 11•,1/>M

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rEX/ST. 24" PIPE R/W LINE ([_ CONST. SHAWNEE RD.

STA. 110+00.00 [ CONST. SHAWNEE RD. = STA. 707+80.42 (i__ CONST. & fi. SURVEY SR 82

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DATE

TYPE E CURB & GUTTER I[ CON ST. & li_ SURVEY SR 82



6.5' SHLDR. PAVT.

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I[ CONST. & If SURVEY SR 82 TYPE E CURB & GUTTER



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SCALE: 1"=30'

STA. 80+00.00 (j CONST. GRIFFIN DR. =

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END PATH

+60.00

79 00' Rt

LEGEND

END PROJECT ST A. 709+60.00

6.5' SHLDR. PAVT

_\ D 4" CONC. SIDEWALK

6.5' SHLDR PAVT

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\_EXIST. R/W LINE

REVISIONS

DESCRIPTION DATE DESCRIPtiON

~ .... ....

-- -- --'~\ ----------

~

~PROP. R!W LINE ~ " ~ ~ 80+96.04 PROPR/W:N~~ ~~ i55 ft. RAMP A

CURVE ~ 5' CONC. SW

" ~ CONST. RAMP A TYPE £ CURB & GUTTER 4' 5HLDR. 1 83 ~+40.66 \;;: 81 82 5 64° 20' 50" E 5.50' Lt. 337.5'R

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I REVISIONS I KEVIN E. KNUDSEN. P.E DATE I DESCRIPTION I DATE I DESCRIPTION P.E. LICENSE NUMBER 41062


.STATE OF FLORJI/JA DEPARTMENT OF TRANSPOPT.4.TJION INTERSECTION DETAIL

CFI

SHEET NO.

800 NORTH MAGNOLIA AVENUE, SUITE 1000 ROAD NO. FINANCIAL PROJECT 10

ORLANDO, FL 32803 82 425841-1-52-01

CERTifiCATE OF AUTHORIZATiON 8794 158

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FOR CONTINUATION SEE SHEET 165

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REVISIONS

DATE 'ESCRIPTION DATE DESCRIPTION

+29.70 1 10.00' Rt

KEVIN E KNUDSEN. P.E.

P.E. LICENSE NUMBER 41062 DEWBERRY ENGINEfRS INC. BOO NORTH MAGNOLTA AVENUE, SUTTE WOO


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