Parcel 101FEE & 101TDRE PROJECT: 60215—Triangle Boulevard
PARCEL No(s): 101FEE & 101TDRE
FOLIO No(s): 68480000329
DONATION AGREEMENT
{Temporary Easement and Fee Simple Right of Way}
THIS AGREEMENT (hereinafter referred to as the "Agreement") is made and
entered into on this ;29 day of Q Q.,.$t,, , 20k, by and between PRICE
AND 41, LLC, a Florida Limited Liability Company, whose mailing address is 9375
Balada Street, Coral Gables, Florida 33156 (hereinafter referred to as "Owner"), and
COLLIER COUNTY, a political subdivision of the State of Florida, whose mailing
address is c/o the Office of the County Attorney 3299 Tamiami Trail E, Suite 800,
Naples, Florida 34112 (hereinafter referred to as "County").
WITNESSETH:
WHEREAS, County has requested that Owner convey to the County a Temporary
Driveway Restoration Easement over, under, upon and across the lands described in
Exhibit "A" (hereinafter referred to as the "Easement"), which is attached hereto and
made a part of this Agreement; and
WHEREAS, Owner recognizes the benefit to Owner and desires to convey the
Easement to the County for the stated purposes, on the terms and conditions set forth
herein, said terms including that no compensation shall be due and payable for the
Easement requested by County; and
WHEREAS, the County has also requested that the Owner convey to the County
certain lands in fee simple, to be used by the County as public right of way, and such
lands are described in Exhibit "B", attached hereto (the "ROW Conveyance").
NOW, THEREFORE, in consideration of these premises, the sum of Ten Dollars
($10.00), and other good and valuable consideration, the receipt and sufficiency of
which is hereby mutually acknowledged, it is agreed by and between the parties as
follows:
1. RECITALS - All of the above recitals are true and correct and are hereby
expressly incorporated herein by reference as if set forth fully below, and all
Exhibits referenced herein are made a part of this Agreement.
2. CLOSING DOCUMENTS AND CLEAR TITLE - Owner shall convey the Easement
to County, in a form acceptable to County and at no cost to the County, unless
otherwise stated herein. Owner shall also convey the ROW Conveyance to the
County, by deed in form and content acceptable to the County, said conveyance
(Owner's delivery to County of a properly executed easement instrument as to the
Easement and properly executed deed, as to the ROW Conveyance) is
hereinafter referred to as the "Closing."
I`4/ c.-
Owner shall obtain from the holders of any liens, exceptions and/or qualifications
encumbering the ROW Conveyance, the execution of such instruments which will
remove, release or subordinate such encumbrances from the ROW Conveyance
upon their recording in the public records of Collier County, Florida. Prior to
Closing and as soon after the execution of this Agreement as is possible, Owner
shall provide County with a copy of any existing title insurance policy and the
Closing Documents, properly executed, witnessed, and notarized where required,
in a form acceptable to County.
3. RELOCATION OF EXISTING STREET LIGHTS. Attached hereto as Exhibit "C"
is a diagram that depicts the location of two (2) existing street lights that are
located on the lands included in the ROW Conveyance (the "Street Lights"). The
County shall, at the County's sole cost and expense (including any permit fees
and costs and design fees and costs) cause the Street Lights to be relocated back
on to Grantor's property, with such relocated Street Lights to be moved to the
approximate locations depicted in the diagram attached hereto as Exhibit "D" (the
"Street Light Work"). Such Street Light Work shall be performed in a good
workmanlike manner and shall include proper re-connection of the Street Lights to
the existing electrical supply source. The Street Light Work shall be completed in
conjunction with construction by the County of the initial phase of the project
contemplated by the Easement). The Owner hereby grants to the County a
temporary license and right of entry to enter Owner's property to perform the
Street Light Work. In addition, the County agrees to comply with the following
with respect to the Street Light Work:
a. With respect to the relocated pole on the east side of the entrance — the
County acknowledges that the water main for Owner's project is located
within the immediate vicinity of such area. The County will take such
steps as are necessary to ensure that such water main is not damaged
during the Street Light Work. In addition, the County will propose the
location of the street lights to the County's utility division to make sure that
the proposed location is acceptable to the County's utilities division, and
the County will ensure that adequate separation is provided between the
existing water main and the relocated light pole.
b. With respect to the relocated pole on the west side of the entrance — it is
recognized that such location is within the area of a County-required
landscape buffer. The County shall be responsible for relocating any
required buffer canopy trees that conflict with the new light pole location.
4. SATISFACTION OF PUD REQUIREMENT; RELEASE OF LETTER OF CREDIT.
Upon the execution and delivery by Owner to the County of the instrument
granting the Easement and the deed conveying the ROW Conveyance, each in
recordable form (and together with any other closing document that the County
may require, in form acceptable to the County), and the County's acceptance of
the same (as evidenced by the recording of Easement and the deed for the ROW
Conveyance in the Collier County public records), the County agrees that (i)
Owner shall be deemed to have satisfied in full all of the obligations under Section
4-
3.C. of Exhibit F of Collier County Ordinance 16-43, and (ii) the original of that
certain irrevocable standby letter of credit No. 27056 dated May 27, 2020 and
issued by lberiaBank to the Board of County Commissioners, Collier County (as
beneficiary) in the amount of $33,500.00 shall be immediately surrendered by the
County and delivered to Owner (or directly to IberiaBank) with instructions to
cancel the same). Upon the request of Owner or lberiaBank, the County will
provide IberiaBank with separate written confirmation that such letter of credit is
no longer required by the County and may be cancelled by IberiaBank.
5. TIME IS OF THE ESSENCE - Both Owner and County agree that time is of the
essence. Therefore, Closing shall occur within ninety (90) days of the date of
execution of this Agreement or within thirty (30) days of County's receipt of all
Closing Documents, whichever is the later. This agreement shall remain in full
force and effect until Closing shall occur, until and unless it is terminated for other
cause.
6. CURATIVE INSTRUMENTS AND PROCESSING FEES - County shall pay all
fees to record any curative instruments required to clear title, and all conveyance
instrument recording fees. In addition, County may elect to pay reasonable
processing fees required by mortgagees in connection with the execution and
delivery of a Release or Subordination of any mortgage, lien or other
encumbrance recorded against the property underlying the Easement. County
shall have sole discretion as to what constitutes "reasonable processing fees."
7. EFFECTIVE DATE - This Agreement and the terms and provisions hereof shall be
effective as of the date this Agreement is executed by both parties and shall inure
to the benefit of and be binding upon the parties hereto and their respective heirs,
executors, personal representatives, successors, successor trustees, and/or
assignees, whenever the context so requires or admits.
8. ENTIRE AGREEMENT - Conveyance of the Easement by Owner is contingent
upon no other provisions, conditions, or premises other than those so stated
above; and this written Agreement, including all exhibits attached hereto, shall
constitute the entire Agreement and understanding of the parties, and there are
no other prior or contemporaneous written or oral agreements, undertakings,
promises, warranties, or covenants not contained herein.
9. VENUE - This Agreement is governed and construed in accordance with the laws
of the State of Florida.
[INTENTIONALLY LEFT BLANK]
of/
IN WITNESS WHEREOF. the parties hereto have executed this Agreement on the date
first above written.
AS TO CO NTY: COLLIER
DATED: all , 20 ei
ATTEST: BO a 'D . COUNTY CO ISSIONERS
CRYSTAL K. KINZEL, Clerk of the COL .i— OUNTY, FL R A
Circuit Court & Comptroller
01bV
BY: l BY:
Ate" "s'i lerk ,
trust a fO eh
s iature only. Penny Taylor, Chairperson
WITNESSES: `
(Signature)
Matthew L. Grabinski PRICE AND 41, LLC, a Florida
Name (Print) Limited Liability Company
By: METRO PRICE AND 41, LLC,
a Florida limited liability company,
(Sluree ultivan : Presiding Member ignat
Name (Print) B 7
Daniel J. Hugh , Mana r
Approved as to form and legality:
),..
4
0d'0
Jennifer A. 13elpedio a\N�
Assistant County Attorney ti\
••• THIS IS NOT A SURVEY ••• EXHIBIT "A"
PARCEL 101 TDRE PAGE 1 of 2
SKETCH
A PORTION OF SECTION 4 TWN 51 RNG 26
PARCEL No. 68480000329
Strap No.:572750 R I6B04
TEMPORARY DRIVEWAY / t:1
RESTORATION EASEMENT
DURATION 2 YEARS .
LEGEND:
/ T
TDRE - TEMPORARY DRIVEWAY RESTORATION EASEMENT '„
SEE SHEETS 2 z
FOR PARCEL DESCRIPTION ` 1 /'
/
r- 0 101 FEE3
101 TDRE \"0
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L10 �3' 3 ( __ .,
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POB 101 B I EE3
101 TDRE / ��
nI POC
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101 FEE1 r_ , 0' ti
' 101 FEE2
TE - RO f
EXIST. R/W/ UNE ��;/ TRACT R SEP 17 2020
A (PB 63, PG 32) �,- .
1 .,
3\
P.O.B. Q\
101 =EE 1 �J
LINE BEARING DISTANCE CURVE ARC I,ENGTH RADIUS DELT ANGLE CHORD BEARING CHORD LENGTH, 4'
N 89'47 43" 13.44' Cl 20.90 r.3.0 14.. :,'. i .` 2'Ol:0 I %I1.":'•
L2 N 00'06'57" W'4.64' 02 8.74' 8.00' 62'36'05" N 33'35'14' E 8.31'
L3 N 11'49'57" W 5.38' 03 20.45' 83.00' 14'07'09" N 04'46'23" W 20.40'
1 4 S 71'50'51" W 12.00' C4 29.64 77.00' '22'03 26" S 04'24'06" E 29.46'
L5 S /0'16'03' W 11.45' C5 18.81' 17.00' 63'23'39' S 38'19'26" W 17.86'
L6 S 71'50'51" W 6.99' C6 1.23' 77.00' 0'54'5.1" S 15'53'15" E '1.23'
L7 S-„11'40'22" E '57.01' C7 15.36' '93.41 9'25 C6" S 28'49'47" E 15.35' j
• L8 ,N 69'48'39" E 12.13' C8 13.60' 12.00' 64'56 37" N 48'48'58" W 12.89'
L9 S 20'14'22" E 58.32'
L10 N 73'39'20" E 13.58' _
Lit N /3'39'20' E 11.09'
L12 S 16'20'40" E `3 65' -
L13 ,N 71'50'51" E 14.70'EXIST. R/W/ UNEJ
-1 -- I
I CERTIFY THAT THIS MAP WAS MADE UNDER MY DIRECTION AND THAT IT
MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE BOARD OF
ORIGINAL PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17.050 THROUGH .052, FLORIDA
THIS MAP IS NOT VALID WITHOUT THE
SIGNATURE AND RAISED SEAL OF THE ORIGINFLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES.
LICENSED SURVEYOR AND MAPPER. MARK D. McCLEARY, PSM
FLORIDA REGISTRATION No. 6557 i//feee,e
FOR COWER COUNTY /, /DATE SIGNED: fr/7/2.-0Z0
BOARD OF COUNTY COMMISSIONERS TITLE
COLLIER COUNTY, FLORIDA PARCEL 101 TDRE
TRANSPORTATION ENGINEERING DIVISION
aegis MUM taaeanse nave
asnsa,crams 14404 cmn asa-aw DATE I PROJ No. 'SHEET 1 of 2 I FILE:
EXHIBIT "A"
•*• THIS IS NOT A SURVEY ••• PAGE 2 of 2
PARCEL 101 TDRE
DESCRIPTION
A PORTION OF SECTION 3 TWN 51 RNG 26E
PARCEL No. 68480000329
Strap No.:572750 R 16B04
DESCRIPTION:
101 TDRE
DESCRIPTION
BEGINNING AT THE SOUTHWEST CORNER OF TRACT R OF THE PRICE STREET PLAZA PLAT AS RECORDED
IN PLAT BOOK 63 AND PAGE 32 OF COLLIER COUNTY RECORDS;
THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 1.23',WITH A RADIUS OF
77.00',WITH A DELTA ANGLE OF 00°54'51",WITH A CHORD BEARING OF S 15°53'15"E,WITH A CHORD
LENGTH OF 1.23',;
THENCE S 71'50'51"W A DISTANCE OF 6.99';
THENCE N 11°40'20"W A DISTANCE OF 57.01';
THENCE N 69°'48'39"E A DISTANCE OF 12.13';
THENCE S 20°14'22" E A DISTANCE OF 56.32';
THENCE S 73°39'20"W A DISTANCE OF 13.58';
WHICH IS THE POINT OF BEGINNING,
HAVING AN AREA OF 917.39 SQUARE FEET, 0.021 ACRES
TE - ROW
SEP 17 2020
I CERTIFY THAT THIS MAP WAS MADE UNDER MY DIRECTION AND THAT IT
MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE BOARD OF
THIS MAP IS NOT VAUD WITHOUT THE ORIGINALPROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17.050 THROUGH .052, FLORIDA
SIGNATURE AND RAISED SEAL OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES.
UCENSED SURVEYOR AND MAPPER. MARK D. McCLEARY, PSM /i(4
FLORIDA REGISTRATION No. 6557 /FOR COLLIER COUNTY 9/7ll°20
DATE SIGNED:
BOARD OF COUNTY COMMISSIONERS TITLE
COWER COUNTY, FLORIDA PARCEL 101 TDRE
TRANSPORTATION ENGINEERING DIVISION
nos 110111MBOC
XV=n 4 34104w DATE I PROJ No. (SHEET 2 of 2 (FILE:
••• THIS IS NOT A SURVEY •s' EXHIBIT "B"
PARCEL 101 FEE1,101 FEE2,101 FEE3 PAGE 1 of 4
SKETCH
A PORTION OF SECTION 4 TWN 51 RNG 26
PARCEL No. 68480000329
Strap No.:572750 R 16B04
S'
' LEGEND:
P08 — POINT OF BEGINNING
POC — POINT OF COMMENCEMENT
101 FEE3
I T'';R- 411
tO
9 2�.
N 3�3g 91 Cl8 „'.,
NOTE: o L4 POC POB1 FEE3 ,.�
SEE SHEETS 2, 3, 4 101 FEE3 C\,
FOR PARCEL DESCRIPTIONS to ) PC
c. It ; Q�
101 FEE1 . G
, 101 FEE2 — R N
� TE
EXIST. R/W/ LINE Ci TRACT R
j 0�S (PB 63, PG 32) SEP 1 7 2020 ^/
j NL1 4\ /
P0B eN
101 FEE1 ���'
1.04E BEARING _DISTANCE ,CURVE ARC !LENGTH RADIO$DELT. AtIGLE.CHORD REARING CHORp LENGTH ``
Li N 89'47 43" E 13.44 C1 20.90 83.00 14'25 37 S 77'06 05 W 20.84
L2 N 00'08'57" W 4.64' e2 8.74' 8.00' 62'36'05' S 33'35'14" W 8.31'
L3 N 1149'57" W 5.38' C3 20.45' 83.00' 14'07'09' S 04'46'23" E 20.40'
L4 S 71'50'51' W 12.00' C4 29.64' 77.00' 22'03 26" N 04'24'06" W 29.46'
L5 ,S 7016'03" W 11.45' C5 18.81' 17.00' 63'23'39" N 3819'26" E 17.86'
%'',; `:,1 iu C6 1.23' 77.00' 0'54'51" N 15'53'15" W 1.23'
S I-a0`. '7,7 ` C7 15.36' 93.47' 9'25�6" S 28'49'47" E 15.35' `
.3' N 69's8C2 F ' .' C8 13.60' 12.00' 64'56'37' N 48'48'58. W 12.89'
-5.1 S 20'14 22 - `,E 52
_10 N ,'3'39'2C L ; ":3
L11 N 73390" E 11.09'
L12 S 16'20 40' E 3.65
L13 N 71'50'51' E 14.70'
EXIST. R/W/ LINE-
I CERTIFY THAT THis MAP WAS MADE UNDER MY DIRECTION AND THAT IT
MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE BOARD OF
THIS MAP IS NOT YAIJD WITHOUT THE ORIGINAL PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17.050 THROUGH .052, FLORIDA
SIGNATURE AND RAISED SEAL UT THE ORGINFLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472-027, FLORIDA STATUTES.
LICENSED SURVEYOR AND MAPPER. MARK D. McCLEARY, PSM ////
FLORIDA REGISTRATION No. 6557 `?I%?`'K/` `�.
FOR COLDER COON 7/. 7/ __*'-
DATE DATE SIGNED: rr /
BOARD OF COUNTY COM USSIONERS TITLE
COIJ.F'R COUNTY, FLORIDA PARCEL 101 FEE1,101 FEE2,101 FEE3
TRANSPORTATION ENGINEERING DIVISION
u DATE 1 PROJ No. T$HEET 1„of 4__,"FILE:_._____
EXHIBIT "B"
••� THIS IS NOT A SURVEY ••• PAGE 2 of 4
PARCEL 101 FEEL
DESCRIPTION
A PORTION OF SECTION 3 TWN 51 RNG 26E
PARCEL No. 68480000329
Strap No.:572750 R I6B04 T E - ROW
DESCRIPTION. S E P 1 7 2020
101 FEET
DESCRIPTION
BEGINNING AT THE SOUTHWEST CORNER OF TRACT R OF THE PRICE STREET PLAZA PLAT AS RECORDED
IN PLAT BOOK 63 AND PAGE 32 OF COLLIER COUNTY RECORDS;
THENCE S 89°47'43"W A DISTANCE OF 13.44'ALONG PRICE ST ROW;
THENCE N 00°06'57"W A DISTANCE OF 4.64';
THENCE WITH A CURVE TURNING TO THE LEFT WITH AN ARC LENGTH OF 20.90',WITH A RADIUS OF
83.00',WITH A DELTA ANGLE OF 14'25'37",WITH A CHORD BEARING OF N 72°06'05"E,WITH A CHORD
LENGTH OF 20.84',;THENCE WITH A COMPOUND CURVE TURNING TO THE LEFT WITH AN ARC LENGTH
OF 8.74',WITH A RADIUS OF 8.00',WITH A DELTA ANGLE OF 62°36'05",WITH A CHORD BEARING OF N
33°35'14"E,WITH A CHORD LENGTH OF 8.31',;
THENCE WITH A COMPOUND CURVE TURNING TO THE LEFT WITH AN ARC LENGTH OF 20.45',WITH A
RADIUS OF 83.00',WITH A DELTA ANGLE OF
14°07'09",WITH A CHORD BEARING OF N 04°46'23"W,WITH A CHORD LENGTH OF 20.40';
THENCE N 11°49'57"W A DISTANCE OF 5.38';
THENCE N 71°50'51" E A DISTANCE OF 12.00';
THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 29.64',WITH A RADIUS OF
77.00',WITH A DELTA ANGLE OF 22°03'26",WITH A CHORD BEARING OF S 04'24'06"E,WITH A CHORD
LENGTH OF 29.46',;THENCE WITH A COMPOUND CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH
OF 18.81',WITH A RADIUS OF 17.00',WITH A DELTA ANGLE OF
63°23'39",WITH A CHORD BEARING OF S 38°19'26"W,WITH A CHORD LENGTH OF 17.86';
THENCE S 70°16'03"W A DISTANCE OF 11.45';
WHICH IS THE POINT OF BEGINNING,
HAVING AN AREA OF 613.06 SQUARE FEET,0.014 ACRES
I CERTIFY THAT THIS MAP WAS MADE UNDER MY DIRECTION MID THAT IT
MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE BOARD OF
THIS MAP IS NOT VALID WITHOUT THE ORIGINAL PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17.050 THROUGH .052, FLORIDA
SIGNATURE AND RAISED SEAL OF THE ORIGINF1ORI A ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES.
LICENSED SURVEYOR AND MAPPER. MARK D. McCLEARY, PSM :
FLORIDA REGISTRATION No. 6557 i// �,
FOR COLLIER COUNTY f/�/ ../
DATE SIGNED: �l7l�Zo
BOARD OF COUNTY COMMISSIONERS TITLE
COLLIER COUNTY, FLORIDA PARCEL 101 FEE1
TRANSPORTATION ENGINEERING DIVISION
zee$MUM INSLl8U0 DW$0
MASS,�44304 Wq 000-41ee DATE 1 PROJ No. !SHEET 2 of 4 1F1LE:
EXHIBIT "B"
•_= rigs IS NOT ASURVEY PAGE 3 of 4
PARCEL 101 FEE2
DESCRIPTION
A PORTION OF SECTION 3 TWN 51 RNG 26E
PARCEL No. 68480000329
Strap No.:572750 R 16B04
DESCRIPTION:
101 FEE2
DESCRIPTION
TRACT R OF PRICE STREET PLAZA AS RECORDED IN PLAT BOOK 63 AND PAGE 32 OF THE COLLIER
COUNTY RECORDS.
TE - ROW
SEP 17 2020
I CERTIFY THAT THIS MAP WAS MADE UNDER MY DIRECTION AND THAT IT
MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE BOARD OF
ORIGINAL PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17.050 THROUGH .052, FLORIDA
THIS MAP IS NOT VALID WITHOUT THE
SIGNATURE AND RAISED SEAL OF THE ORIGINFLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472027, FLORIDA STATUTES.
LICENSED SURVEYOR AND MAPPER. MARK D. McCLEARY, PSM
FLORIDA REGISTRATION No. 65 Naip
FOR COLUER COUNTY
DATE SIGNED: 9/IT ID
BOARD OF COUNTY COMMISSIONERS TITLE
COLLIER COUNTY, FLORIDA PARCEL 101 FEE2
TRANSPORTATION ENGINEERING DIVISION
Ilan"FLORA suw(2.)W.-Gaga DATE I PROJ No. (SHEET 3 of 4 VILE:
-- EXHIBIT "B" -_
••• THIS IS NOT_ASURVEY ..t PAGE 4 of 4
PARCEL 101 FEE3
DESCRIPTION
A PORTION OF SECTION 3 TWN S I RNG 26E
PARCEL No. 68480000329
Strap No.:572750 R 161304
DESCRIPTION:
101 FEE3
DESCRIPTION
COMMENCING AT THE NORTHWEST CORNER OF TRACT R OF THE PRICE STREET PLAZA PLAT AS
RECORDED IN PLAT BOOK 63 AND PAGE 32 OF COLLIER COUNTY RECORDS;
THENCE NORTH EASTERLY ALONG SAID TRACT N 73°39'20"E A DISTANCE OF 38.91'TO THE POINT OF
BEGINNING;
THENCE N 71°50'51"E A DISTANCE OF 14.70';
THENCE WITH A CURVE TURNING TO THE LEFT WITH AN ARC LENGTH OF 15.36',WITH A RADIUS OF
93.47',WITH A DELTA ANGLE OF 09°25'06",WITH A CHORD BEARING OF S 28°49'47"E,WITH A CHORD
LENGTH OF 15.35'TO A POINT INTERSECTING WITH TRACT R,;
THENCE WITH A COMPOUND CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 13.60',WITH A
RADIUS OF 12.00',WITH A DELTA ANGLE OF
64°56'37",WITH A CHORD BEARING OF N 48.'48'58"W,WITH A CHORD LENGTH OF 12.89',;
THENCE N 16'20'40"W A DISTANCE OF 3.65';
THENCE SAID S 73'39'20"W A DISTANCE OF 11.09',
WHICH IS THE POINT OF BEGINNING, TE -
ROW
HAVING AN AREA OF 56.09 SQUARE FEET,0.001ACRES SEP 17 2020
I CERTIFY THAT THIS MAP WAS MADE UNDER MY DIRECTION AND THAT IT
MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE BOARD OF
THIS IS NOT VALID WITHOUT THE ORIGINAL PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17.050 THROUGH .052, FLORIDA
SIGNATURE IMAP AND RAISEDVAU SEAL T THE ORIGFLOINAL
ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES.
IDA
UCENSED SURVEYOR AND MAPPER. MARK D. McCLEARY, PSM
FLORIDA REGISTRATION No. 6557 New
FOR COWER COUNTY Q//l/��
DATE SIGNED: j
BOARD OF COUNTY COMMISSIONERS TITLE
COLLIER COUNTY, FLORIDA PARCEL 101 FEE3
TRANSPORTATION ENGINEERING DIVISION
me Scum N°033:e+ISc DIM
.TIMM M104 ca•°I 214-41102 DATE I PROJ No. (SHEET 4 of 4 (FILE:
Exhibit"C"
Diagram depicting(in clouds)the Street Lights to be relocated by Collier County
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Exhibit"D"
Diagram Depicting the approximate location to which the Street Lights will be moved.
Strap No.:572750 R 1O-B04
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