DRS KIRAN AND PALLAVI PATEL 2017 FOUNDATION FOR GLOBAL UNDERSTANDING INC I# : 2019267996 BK: 20662 PG: 2177 , 08/21/2019 at 09 :46 AM, RECORDING 8 PAGES
$69 . 50 KEN BURKE , CLERK OF COURT AND COMPTROLLER PINELLAS COUNTY, FL BY
DEPUTY CLERK: CLKDMC4
Return to:
Rob Brzak
Engineering Department
City of Clearwater
P. O. Box 4748
Clearwater, FL 33758-4748
NON-EXCLUSIVE ACCESS EASEMENT
FOR AND IN CONSIDERATION of the sum of Ten Dollars ($10.00) in hand paid, the receipt of which
is hereby acknowledged, and the benefits to be derived therefrom, Drs. Kiran & Pallavi Patel 2017
Foundation for Global Understanding, Inc., a Florida not for profit corporation ("Grantor"), whose address
is 5600 Mariner St., Suite 200, Tampa, FL 33609 does grant to City of Clearwater, a municipal corporation
("Grantee"), whose address is 112 S. Osceola Ave., Clearwater, Florida 33756, its licensees, agents,
successors and assigns a non-exclusive easement over, under, across and through the following described
land lying and being situate in the County of Pinellas, State of Florida, to wit:
See Exhibit A appended hereto and by this reference made a part hereof ("Easement
Premises")
This easement is for vehicular and pedestrian access across the Easement Premises for access to
the Grantee's property located adjacent to the Grantor's property and otherwise known as Coopers Point
Preserve. The CITY OF CLEARWATER, FLORIDA, shall have the right to enter upon the above-described
premises and to inspect and alter and/or replace same from time to time. Grantee shall be solely responsible
for obtaining all governmental and regulatory permits required to exercise the rights granted herein.
The CITY OF CLEARWATER, FLORIDA covenants and agrees with Grantor that it shall promptly
restore the Easement Premises and any affected areas surrounding the Easement Premises upon completion
of any work activities undertaken in the exercise of these rights to at least the same quality of condition that
existed as of the date Grantee first exercised any of its rights hereunder, and on each and every succeeding
occasion thereafter. Grantee further represents and warrants that it shall diligently pursue the completion of
all work activities in a timely manner.
Grantor warrants and covenants with Grantee that Grantor is the owner of fee simple title to the herein
described Easement Premises, and that Grantor has full right and lawful authority to grant and convey this
easement to Grantee, and that Grantee shall have the non-exclusive, limited purpose quiet and peaceful
possession, use and enjoyment of this easement. It is expressly understood that Grantor reserves all rights of
ownership of the Easement Premises not inconsistent with the easement rights granted herein.
In the event Grantor, its successors or assigns, should ever determine it necessary to relocate
Grantee's access to facilitate further development or redevelopment of the property encumbered hereby;then
Grantor, its successors or assigns, in consultation with and upon approval of Grantee, shall provide an
alternate easement as may mutually be determined and shall at Grantor's sole cost and expense relocate the
easement. Upon completion of the relocation Grantee shall cause this easement to be vacated and evidence
of vacation duly recorded in the public records of Pinellas County, Florida.
This easement is binding upon the Grantor, the Grantee, their heirs, successors and assigns. The
rights granted herein shall be perpetual and irrevocable and shall run with the land, except by the written
mutual agreement of both parties, or by abandonment of the Easement Premises by Grantee.
PINELLAS COUNTY FL OFF. REC. BK 20662 PG 2178
IN WITNESS WHEREOF, the undersigned grantor has caused these presents to be duly executed
this 1 st day of July 2019.
WITNESSES: GRANTOR:
Drs.Kiran&Pallavi Patel Foundation for
Global Understandin Florida not for
Name: GL Z�1r / / profit corpa n f
(Print or Type Name)
By:
Print
Name: r
(Print or Type Name)
STATE OF FLORIDA
COUNTY OF®HILLSBOROUGH
The foregoing, nstrument was acknowledged before me this I day of July, 2019, by
S[r% I c PA, W Pjk , President, Drs. Kiran & Pallavi Patel 2017
Foundation for Global Understanding, Inc., a Florida not for profit corporation, on
behalf of the corporation and the partnership. SIHe s personally known to me or❑ has
produced as identification.
Notary Public
(Print,Type or Stamp Name)
My Commission Expires:
DIANA SMITH
Notary Public-State of Florida
WE.CCommission 0 FF 989253
?, +" My Comm.ExWes Aug 2?,2020
PINELLAS COUNTY FL OFF. REC. BK 20662 PG 2179
AFFIDAVIT OF NO LIENS
STATE OF FLORIDA
ss
COUNTY OF PINELLAS
BEFORE ME,the undersigned authority, personally appeared A—A P.k ,kwhom,
being duly authorized does depose and say:
1. That aforesaid party is the owner of legal and equitable title to the following described
property in Pinellas County, Florida, to wit:
See Exhibit A appended hereto and by this reference made a part hereof
2. That there has been no labor performed or materials furnished on said property for which
there are unpaid bills for labor or materials against said property, other than those which
will be paid during the normal course of business, except: (list, or if none, insert "NONE".
If no entry, it will be deemed that"NONE" has been entered.)
3. That there are no liens or encumbrances of any nature affecting the title of the property
herein described, except easements and restrictions of record, any encroachments,
overlaps or other rights of third parties which would be shown by a current survey, except:
(list, or if none, insert "NONE." If no entry, it will be deemed that "NONE" has been
entered.)
4. That no written notice has been received for any public hearing regarding assessments for
improvements by any government, and there are no unpaid assessments against the
above described property for improvements thereto by any government, whether or not
said assessments appear of record.
5. That there are no outstanding sewer service charges or assessments payable to any
government.
6. That the representations embraced herein have been requested by the CITY OF
CLEARWATER, its agents, successors and assigns to rely thereon in connection with the
granting of the easement herein being conveyed to encumber the above-described
property.
PINELLAS COUNTY FL OFF. REC. BK 20662 PG 2180
WITNESSES: GRANTOR:
] Drs.Kiran&Pallavi Patel 2017 dation for
l �r Global Understa --' Inc arida not for
Name: : profit corpor 'an
(Print or Type Name)
By;
Print
Name r o^r^ h
Tint or Type Name)
STATE OF FLORIDA
COUNTY OF HILLSBOROUGH
The foregoing instrument was acknowledged before me this day of July, 2019, by
•� - -� 1 President, Drs. Kiran & Pallavi Patel 2017
Foundation for Global Understanding, Inc., a FTks
ida not for profit corporation, on
behalf of the corporation and the partnership. s/He personally known to me or❑ has
produced as identification.
Not ubtic
(Print,Type or Stamp Name)
"' �® •, DIANA SMITH
Notary Public-State of Florid,
Q Commission 0 FF 108253
FW My Comm.Exp#ms Aug 27,2020
raut�N�
11593416v2
PINELLAS COUNTY FL OFF. REC. BK 20662 PG 2181
J:\780\Dwgs\L'W80_LS07-ARE.d wg - Sep 14, 2018 ® 1:59pm - cfesler
THIS IS NU A SURVEY
THERE MAY BE ADDITIONAL RESTRICTIONS AFFECTING THIS PROPERTY THAT
MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
THIS LEGAL DESCRIPTION AND SKETCH WAS PREPARED WITHOUT THE BENEFIT OF A
TITLE COMMITMENT.
BEARINGS BASIS: SEE LEGAL DESCRIPTION AND SKETCH
LEGAL DESCRIPTION:
A parcel of land being a portion of GOVERNMENT LOT 4, Section 16, Township 29 South, Range 16 East and the North 1/2 of the
Northeast 1/4 of said Section 16, Pinellas County, Florida, being more particularly described as follows:
COMMENCE at the Northeast comer of GOVERNMENT LOT 4, Section 16, Township 29 South, Range 16 East, Pinellas County, Florida;
thence N00'02'20"E, along the East line of said Section 16, (being the basis of bearings for this legal description), for 89.44 feet to
the POINT OF BEGINNING; thence leaving said East line of Section 16, N89'54'39"W, for 70.22 feet to the point of intersection with a
non-tangent curve, concave Northeasterly, thence Northwesterly along the arc of said curve, with a radial bearing of N00'02'20"E,
having a radius of 58.00 feet, a central angle of 62'02'15", an arc length of 62.80 feet, and a chord bearing N58'56'33"W, for 59.78
feet, to the point of intersection with a non-tangent line; thence N27'55'25"W, for 18.89 feet to the point of intersection with a
non-tangent curve, concave Southerly, thence Westerly along the arc of said curve, with a radial bearing of S62'01'33"W, having a
radius of 30.00 feet, a central angle of 83'49'14", an arc length of 43.89 feet, and a chord bearing N69'53'04"W, for 40.08 feet, to
the point of tangent; thence 568'12'19"W, for 60.06 feet to the point of curvature of a curve concave Northerly, thence Westerly along
the arc of said curve, having a radius of 262.00 feet, a central angle of 11'18'21", an arc length of 51.70 feet, and a chord bearing
S73'51'29"W, for 51.62 feet to the point of reverse curvature of a curve concave Southerly, thence Westerly along the arc of said
curve, having a radius of 528.00 feet, a central angle of 11'24'28", an arc length of 105.13 feet, and a chord bearing 573'48'26"W, for
104.95 feet, to the point of tangent; thence S68'06'12"W, for 77.14 feet to the point of curvature of a curve concave Northeasterly,
thence Northwesterly along the arc of said curve, having a radius of 74.00 feet, a central angle of 90'06'54", an arc length of 116.39
feet, and a chord bearing N66'50'21"W, for 104.76 feet to the point of tangent; thence N21'46'54"W, for 23.86 feet to the point of
curvature of a curve concave Southwesterly, thence Northwesterly along the arc of said curve, having a radius of 30.00 feet, a central
angle of 90'00'00", an arc length of 47.12 feet, and a chord bearing N66'46'54"W, for 42.43 feet to the point of tangent; thence
S68'13'06"W, for 266.87 feet to the point of curvature of a curve concave Southeasterly, thence Southwesterly along the arc of said
curve, having a radius of 30.00 feet, a central angle of 90'00'00", an arc length of 47.12 feet, and a chord bearing S23'13'06"W, for
42.43 feet to the point of reverse curvature of a curve concave Westerly, thence Southerly along the arc of said curve, having a
radius of 649.53 feet, a central angle of 07'17'34", an arc length of 82.67 feet, and a chord bearing 518'08'07"E, for 82.62 feet, to
the point of tangent; thence S14'29'20"E, for 20,54 feet to the point of curvature of a curve concave Easterly, thence Southerly along
the arc of said curve, having a radius of 388.DO feet, o central angle of 07'17'34", an arc length of 49.39 feet, and a chard bearing
S18'08'07"E, for 45.35 feet to the point of tangent; thence S21'46'54"E, for 84,94 feet to the point of curvature of a curve concave
Westerly, thence Southerly along the arc of said curve, having a radius of 312.00 feet, a central angle of 24'43'06", on arc length of
134.60 feet, and a chord bearing 509'25'21"E, for 133.56 feet to the point of tangent; thence S02'56'12"W, for 108.94 feet to the
point of curvature of a curve concave Northeasterly, thence Southeasterly along the arc of said curve, having a radius of 88.00 feet,
a central angle of 64'28'34", an arc length of 99.03 feet, and a chord bearing 529'18'05"E, for 93.88 feet to the point of tangent;
thence S61'32'21"E, for 199.57 feet to the point of intersection with a non-tangent curve, concave Northeasterly, thence Southeasterly
along the arc of said curve, with a radial bearing of N56'30'06"E, having a radius of 32.61 feet, a central angle of 27'43'55", an arc
length of 15.78 feet, and a chord bearing S47'21'52"E, for 15.63 feet, to the point of intersection with a non-tangent curve, concave
Northerly, thence Easterly along the arc of said curve, with a radial bearing of N28'45'54"E, having a radius of 143.62 feet, a central
angle of 35'14'40", an arc length of 88.35 feet, and a chord bearing S78'51'26'E, for 86.96 feet, to the point of intersection with a
non-tangent line; thence 510'35'04"W, for 51.68 feet to the point of curvature of a curve concave Northwesterly, thence Southwesterly
along the arc of said curve, having a radius of 167.00 feet, a central angle of 37'00'40", an arc length of 107.88 feet, and a chord
bearing S29'05'24"W, for 106.01 feet to the point of intersection with a non-tangent line; thence S47'35'44"W, for 57.90 feet to the
point 'of curvature of a curve concave Southeasterly, thence Southwesterly along the arc of said curve, having o radius of 83.00 feet,
a central angle of 211 an arc length of 38.20 feet, and a chord bearing 33424'41"W, for 37.86 feet to the point of intersection
with a Northerly line of that certain property as described in Official Records Book 19261, Page 2058 of the Public Records of Pinellas
County, Florida some being the point of intersection with a non-tangent line; thence S80'55'00"W, along said Northerly line of that
certain property as described in Official Records Book 19261, Page 2058, for 37.59 feet to the point of intersection with a
non-tangent curve, concave Southeasterly, thence leaving said Northerly line of that certain property as described in Official Records
NOTE: THE GEOMETRY SHOWN HEREON PERTAINING TO THE PERIMETER BOUNDARY LINES OF THE OVERALL BOUNDARY OF THE PARCEL IS PER THAT CERTAIN BOUNDARY SURVEY TITLED 'CIN OF CLEARWATER
RESTORATION PROJECT LANDS BOUNDARY SURVEY, PREPARED BY GEORGE F. YOUNG, INC., JOB NO. 16008000SU, DATED 7-6-16 AND 15 SUBJECT TO AN ACCURATE FIELD BOUNDARY SURVEY.
PREPARED FOR:....
DRKCOM
SHEET DESCRIPTION:
DAMASCUS ROAD ACCESS EASEMENT
SCALE DATE: DRAWN: CALLED: CHECKED: SEE SHEETS 1 AND 2 FOR LEGAL DESCRIPTION
NONE 9-13-2018 CRF JTP BGD SEE SHEET 3 FOR TABLES
JOB No.: EPN: SECTION: TOWNSHIP: RANGE: SEE SHEET 4 FOR SKETCH AND LEGEND
2017-0026 780 16 29 S 16 E
NOT VALID +fV11I;NglI�� 'T, IGNATURE
FLORIDA DESIGN
AND THE INAL,RdfSil' SAL F A FLORIDA
N D ;SURV£YO AND', PP.ER.
CONSULTANTS, INC. d
THINK IT. ACHIEVE IT. ROBERT E, fWRIGHT, J
PROFESSIONAL. SURVEYOR,`AND MAPPER
3030 STARKEYBOULEVARD, NEW PORT RICHEY. FLORIDA 34655 LICENSE.: NUMBER`LS 4965
PHONE:(800)532-1
047 FAX: (727)848-3648 WWW,FLOESIGN,COM L B. NO 6707 STATE° OF,FLO:RIDA
PINELLAS COUNTY FL OFF. REC. BK 20662 PIS 2182
J:\7aO\Dwg5\LS\7BD-LS07-ARE.dwg - Sep 14, 2015 ® 1:59pm - cfesler
THIS IS N2I A SURVEY
THERE MAY BE ADDITIONAL RESTRICTIONS AFFECTING THIS PROPERTY THAT
MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
THIS LEGAL DESCRIPTION AND SKETCH WAS PREPARED WITHOUT THE BENEFIT OF A
TITLE COMMITMENT.
BEARINGS BASIS: SEE LEGAL DESCRIPTION AND SKETCH
Book 19261, Page 2058, Northeasterly along the arc of said curve, with a radial bearing of 578'06'15"E, having a radius of 117.00 feet,
a central angle of 35'41'59", an arc length of 72.90 feet, and a chord bearing N29'44'44"E, for 71.73 feet, to the point of tangent;
thence N47'35'44"E, for 57.90 feet to the point of curvature of a curve concave Northwesterly, thence Northeasterly along the arc of
said curve, having a radius of 133.00 feet, a central angle of 29'14'41", an arc length of 67.89 feet, and a chord bearing N32'58'24"E,
for 67.15 feet to the point of compound curvature of a curve concave Southwesterly, thence Northwesterly along the arc of said curve,
having a radius of 35.00 feet, a central angle of 89'57'05', an arc length of 54.95 feet, and a chord bearing N26'37'29"W, for 49.48
feet, to the point of intersection with a non-tangent curve, concave Northeasterly, thence Northwesterly along the arc of said curve,
with a radial bearing of N19'13'48"E, having a radius of 201.30 feet, a central angle of 08'42'27", an arc length of 30.59 feet, and a
chord bearing N66'24'59"W, for 30.56 feet, to the point of intersection with a non-tangent curve, concave Northeasterly, thence
Northwesterly along the arc of said curve, with a radial bearing of N28'46'33"E, having a radius of 58.11 feet, a central angle of
17'44'53", an arc length of 18.00 feet, and o chord bearing N52'21'01"W, for 17.93 feet, to the point of reverse curvature of a curve
concave Southwesterly, thence Northwesterly along the arc of said curve, having a radius of 50.00 feet, a central angle of 18'03'47", an
arc length of 15.76 feet, and a chord bearing N52'30'28"W, for 15.70 feet, to the point of tangent; thence N61'32'21"W, for 181.38 feet
to the point of curvature of a curve concave Northeasteriy; thence Northwesterly along the arc of said curve, having a radius of 112.00
feet, a central angle of 64'2834", an arc length of 126.04 feet, and a chord bearing N29'18'05"W, for 119.49 feet to the point of
tangent; thence NO2'56'12"E, for 108.94 feet to the point of curvature of a curve concave Westerly, thence Northerly along the arc of
said curve, having a radius of 288.00 feet, a central angle of 24'43'06", an arc length of 124.25 feet, and a chord bearing N09'25.21"W,
far 123.29 feet to the point of tangent; thence N21'46'54"W, for 84.94 feet to the point of curvature of a curve concave Easterly,
thence Northerly along the arc of said curve, having a radius of 412.00 feet, a central angle of 07'17'34", an arc length of 52.44 feet,
and a chord bearing N18'08'07"W, for 52.41 feet to the point of tangent; thence N14'29'20"W, for 20.54 feet to the point of curvature
of a curve concave Westerly, thence Northerly along the arc of said curve, having a radius of 625.53 feet, a central angle of 07'17'34",
an arc length of 79.62 feet, and a chord bearing N18'08'07"W, for 79.57 feet to the point of reverse curvature of a curve concave
Southeasterly, thence Northeasterly along the arc of said curve, having a radius of 54.00 feet, a central angle of 90'00'00", an arc
length of 84.82 feet, and a chord bearing N23'13'06"E, for 76.37 feet, to the point of tangent; thence N68'13'06"E, for 266.87 feet to
the point of curvature of a curve concave Southwesterly, thence Southeasterly along the arc of said curve, having a radius of 54.00
feet, a central angle of 90'00'00", an arc length of 84.82 feet, and a chord bearing S66'46'54E, for 76.37 feet to the point of
tangent; thence S21'46'54"E, for 23.86 feet to the point of curvature of a curve concave Northeasterly, thence Southeasterly along the
arc of said curve, having a radius of 50.00 feet, a central angle of 90'06'54", an arc length of 78.64 feet, and a chord bearing
$66'50'21"E, for 70.78 feet to the point of tangent; thence N68'06'12"E, for 77,14 feet to the point of curvature of a curve concave
Southerly, thence Easterly along the arc of said curve, having a radius of 552.00 feet, a central angle of 11'24'28", an arc length of
109.91 feet, and a chord bearing N73'48'26"E, for 109.72 feet to the point of reverse curvature of a curve concave Northerly, thence
Easterly along the arc of said curve, having a radius of 238.00 feet, a central angle of 11'18'21", an arc length of 46.96 feet, and a
chard bearing N73'51.29"E, for 46.89 feet, to the point of tangent; thence N68'12'19"E, for 67.80 feet to the point of curvature of a
curve concave Southerly, thence Easterly along the arc of said curve, having a radius of 70.00 feet, a central angle of 30'10'28", on
arc length of 36.86 feet, and a chord bearing N83'17'33"E, for 36.44 feet to the point of reverse curvature of a curve concave
Northerly, thence Easterly along the arc of said curve, having a radius of 20.00 feet, a central angle of 41'32'32", an arc length of
14.50 feet, and a chord bearing N77'36'31"E, for 14.19 feet, to the point of intersection with a non-tangent line; thence N53'57'04"E,
for 18.89 feet to the point of curvature of a curve concave Southerly, thence Easterly along the arc of said curve, having a radius of
58.00 feet, a central angle of 36'05'16", an arc length of 36.53 feet, and a chord bearing N71'59'42"E, for 35.93 feet to the point of
tangent; thence 589'57'40"E, for 70.22 feet to the point of intersection with said East line of Section 16; thence SOO'02'20"W, along
said East line of Section 16, for 116.06 feet to the POINT OF BEGINNING.
Containing 64,308 square feet or 1.476 acres, more or less.
NOTE: THE GEOMETRY SHOWN HEREON PERTAINING TO THE PERIMETER BOUNDARY LINES OF THE OVERALL BOUNDARY OF THE PARCEL IS PER THAT CERTAIN BOUNDARY SURVEY TITLED'CITY OF aEARWATER
RESTORATION PROJECT LANUS BOUNDARY SURVEY PREPARED BY GEORGE F. YOUNG, INC., JOB NO. 160060001 DATED 7-5-16 AND IS SUBJECT TO AN ACCURATE FIELD BOUNDARY SURVEY.
PREPARED FOR:
DRKCOM
SHEET DESCRIPTION:
DAMASCUS ROAD ACCESS EASEMENT
SCALE: DATE: DRAWN: CALCED: CHECKED: SEE SHEETS 1 AND 2 FOR LEGAL DESCRIPTION
NONE 9-13-2018 CRF JTP BGD SEE SHEET 3 FOR TABLES
JOB No.: EPN: SECTION: TOWNSHIP: RANGE: SEE SHEET 4 FOR_.SKETCH, AND LEGEND
2017-0026 780 16 29 S 16 E z
NOALIp 'IT, OUT SIGNATURE
AND T 'OE#iQS##fA URRVE SEA OF A FLORIDA
FLORIDA
DESIGNf�SED SURWIFEY' rR AND MAPPER.
CONSULTANTS, INC.
4W THINK IT. ACHIEVE IT. ROBERT C.. WRIGHT, R,
PROFESISIONAL SURVEYOR AND MAPPER
3030 STARKEY BOULEVARD, NEW PORT RICHEY, FLORIDA 34555 LICENSE NLfM5ER LS 4965
PHONE: (600)532-1047 FAX: (727) 848-3648 WWW.FLDESIGN,COM LB.,NO,6707 STATE OF FLORIDA
PINELLAS COUNTY FL OFF. REC. BK 20662 PG 2183
J:\780\Dwgs\LS\780_LS07-ARE,dwg - Sep 14, 2018 ® 1:59pm - cfesler
THIS IS M A SURVEY
THERE MAY BE ADDITIONAL RESTRICTIONS AFFECTING THIS PROPERTY THAT
MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
THIS LEGAL DESCRIPTION AND SKETCH WAS PREPARED WITHOUT THE BENEFIT OF A
TITLE COMMITMENT.
BEARINGS BASIS: SEE LEGAL DESCRIPTION AND SKETCH
CURVE TABLE CURVE TABLE
CURVE RADIUS 1 LENGTH CHORD BEARING DELTA RADIAL BEARING CURVE RADIUS LENGTH CHORD BEARING DELTA RADIAL BEARING
Cl 58.00' 62.80' 59.78' N58-56.33"W 62'02'15' N00'02'20'E C27 54.00' 84.82' 76.37' S66'46'54"E 90'00'00" -
C2 30.00' 43.89' 40.08' N69'53'04"W 83.49'14' S62-01'33'W C28 50.00' 78.64' 70.78' S66-50-21-E 90'06'54"
C3 262.00' 51.70' 51.62' S73-51"29'W 11'18'21 C29 552.00 109.91' 109.72' N73'48'26'E 11'24'28"
C4 528.00' 105.13' 104.95' S73-48'26"W 11'24'28" - C30 1 238.00'1 46.96' 46.89' N73'51'29"E 11'18'21 -
C5 74.00' 116.39' 104.76' N66'50'21"W 90'06'54" C31 70.00' 36.86' 36.44' NB317'33"E 30'10'28" -
C6 30.00' 47.12' 42.43' N66'46'54"W 90'00'00" - C32 20.00' 14.50' 14.19' N77'36'31"E 41'32'32"
C7 30.00' 47.12' 42.43' S23-13'06"W 90'00'00" C33 58.00' 36.53' 35.93' N71-59.42"E 36'05'16" v
C8 649.53' 82.67' 82.62' Sl 8'08'07'E 717'34"
LINE TABLE LINE TABLE
C9 388.00' 49.39' 49.35' Sl 5'08'07'E 717'34"
LINE BEARING LENGTH LINE BEARING LENGTH
C10 312.00' 134.60' 133.56' S09'25'21"E 24'43'06" -
L1 N89'54'39"W 70.22' L18 N1429'20'W 20.54'
C11 88.00' 99.03' 93.88' S29'1 8'05"E 64'28'34" -
L2 N27'55'25"W 18.89' L19 N68'13'06"E 266.87
C12 32,61' 15.78' 15.63' S47'21'52'E 27'43'55" N56'30'06"E
L3 S6892'19'W 60.06' L20 521'46'54'E 23.86'
C13 143.62' 88.35' 86.96' S78'51'26"E 3514'40 N2845'54"E
C14 167.00' 107.88' 106.01' 529'05'24"W 3700'40" L4 S68'06'12"W 77.14' L21 N68'06'12"E 77.14'
L5 N21'46'54"W 23.86' L22 N6812'19"E 67.80'
C15 83.00' 38.20' 37.86' S34'24'41'W 26'22'06"
L6 S68'13'06"W 266.87' L23 N53'57'04'E 18.89'
C16 117.00' 72.90' 71.73' N29'44'44"E 35'41'59 S78'06'15"E
L7 514'29'20"E 20.54' L24 589'57'40'E 70.22'
C17 133.00' 67.89' 67.15' N32'58'24"E 29'14'41" -
LB S21*46'54"E 84.94' L25 SOO'02'20'W 116.06'
C18 35.00' 54.95' 49.48' N2637'29"W 89'57'05"
C19 201.30' 30.59' 30.56' N66'24'59"W 8'42'27" N1913'48"E L9 502'56'12"W 108.94'
L10 S6112'21"E 199.57'
C20 58.11' 18.00' 17.93' N52'21'01"W 17'44'53" N28'46'33"E
L11 Sl 0'35'04"W 51.68'
C21 50.00' 15.76' 15.70' N5230'28"W 18'03'47"
L12 S4735'44'W 57.90'
C22 112.00' 126.04' 119.49' N29'18'05"W 64'28'34" --
L13 SBO'55'00"W 37.59'
C23 288.00' 124.25' 123.29' N09'25'21"W 24'43'06" -
L14 N4735'44'E 57.90'
C24 412.00' 52.44' 52.41' N18'08'07"W 7'17'34" -
L15 N61*32'21"W 181.38'
C25 625.53' 79.62' 79.57' N18'08'07"W 7'17'34" -
L16 NO2'56'12"E 108.94'
C26 54.00' 84.82' 1 76.37' N23-13'06"E 90'00'00" -
L17 N21'46'54"W 84.94
NOTE: THE GEOMETRY SHOWN HEREON PERTAINING TO THE PERIMETER BOUNDARY LINES OF THE OVERALL BOUNDARY OF THE PARCEL IS PER THAT CERTAIN BOUNDARY SURVEY TITLED 'CITY OF CLEARWATER
RESTORATION PROJECT LANDS BOUNDARY SURVEY", PREPARED BY GEORGE F. YOUNG, INC., JOB N0, 160013000SU, DATED 7-6-16 AND IS SUBJECT TO AN ACCURATE FIELD BOUNDARY SURVEY
PREPARED FOR:
DRKCOM
SHEET DESCRIPTION:
DAMASCUS ROAD ACCESS EASEMENT
SCALE: DATE: DRAWN: CALCED: CHECKED: SEE SHEETS 1 AND 2 FOR LEGAL DESCRIPTION
NONE 9-13-2018 CRF JTP BGD SEE SHEET 3 FOR TABLES
JOB No.: EPN: SECTION: TOWNSHIP: RANGE: SEE SHEET 4 FOR SKETCH,AND LEGEND
2017-0026 780 1(0- 29 S 16 E t i ,
NOT N)AWD�]�OV0� 'T-".hE SIGNATURE
FLORIDA
DESIGN AND T ii�lrSlif"'A,L' 1TAi$Et]' ^L OF A FLORIDA
N5BE3�SURVEY MAPPER.
CONSULTANTS, INC.
THINK IT. ACHIEVE IT. ROBERT ..C.. ;WRIGHT;
PROFESSIONAL.',5UR'VEYOR- AND MAPPER
3030 STARKEYBOULEVARD, NEW PORT RICHEY, FLORIDA 34655 LICENSE. NUMBER. LS 4965
PHONE: (800) 532 - 1047 FAX: (727)848-3646 WWW-FLDESIGN.COM L,B. NO 6707 STATE OF FLORIDA
PINELLAS COUNTY FL OFF. REC. BK 20662 PG 2184
J:\780\Dwgs\LS\780—LS07_ARE.dwg — Sep 14, 2018 0 1:59pm — cfesler
THIS IS NQj A SURVEY
THERE MAY BE ADDITIONAL RESTRICTIONS AFFECTING THIS PROPERTY THAT
MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
THIS LEGAL DESCRIPTION AND SKETCH WAS PREPARED WITHOUT THE BENEFIT OF A
TITLE COMMITMENT.
BEARINGS BASIS: SEE LEGAL DESCRIPTION AND SKETCH
L23 C33 L24
L22 C1
�g G21> C28 C29 v� 11 C 2.
-A - L1. N00.02'20"E 89.44'
+ E LINE OF SEC 16-29S-16E
�? L5 L3 POB B (BASIS OF BEARINGS)
CS �- C2
C7 NN LINE OF
(7 GOVERNMENT LOT 4 POC
N
L7 NE CORNER OF
L18 C � GOVERNMENT LOT 4ia ■,
L8 ry
GOVERNMENT
L17 LOT 4
SUBJECT PROPERTY
AREA = 64,308
o SQ FT OR
1.476 ACRES,
cc �, MORE OR LESS 0 100 200
1" = 200'
0 o�
�r® / GOVERNMENT
L12 LOT 1
(r . . C13
C21
C20 Li 1
C19 C18 LEGEND:
C17C14 CA = CENTERLINE
N'LY = NORTHERLY
C16 ZI f A WILY LINE OF ORB 19261, PG 2058 ORB = OFFICIAL RECORDS BOOK
�r,�► 1 PG PAGE
- POB = POINT OF BEGINNING
PG 2058 POC = POINT OF COMMENCEMENT
ORB 19261' SEC = SECTION
1,13 C15 STATE ROAD 60 SO FT= SQUARE FEET
NOTE: THE GEOMETRY SHOVM HEREON PERTAINING TO THE PERIMETER BOUNDARY LINES OF THE OVERALL BOUNDARY OF THE PARCEL IS PER THAT CERTAIN BOUNDARY SURVEY TITLED 'CITY OF CLEARWATER
RESTORATION PROJECT LANDS BOUNDARY SURVEY°, PREPARED BY GEORGE F. YOUNG, INC., JOB NO. 1600B000SU. DATED 7-6-16 AND IS SUBJECT TO AN ACCURATE FIELD BOUNDARY SURVEY.
PREPARED FOR:
DRKCOM
SHEET DESCRIPTION:
DAMASCUS ROAD ACCESS EASEMENT
SCALE: DATE: DRAWN: CALCEO: CHECKED: SEE SHEETS 1 AND 2 FOR LEGAL DESCRIPTION
I"=200' 9-13-2018 CRF JTP BGD SEE SHEET 3 FOR TABLES
JOB No.: EPN: SECTION: TOWNSHIP: RANGE: SEE SHEET 4 FOR SKETCH.Alp LEGEND
2017-0026 780 16 29 S 16 E NOT VALID WITI4WT THE wSIGNATURE
LODESIGN AND TH flP,f Ea.'-L` RAI YO "S F A FLORIDA
ENSE�, SURVEYO ,7hND M PPER.
).
CONSULTANTS, INC.
THINK IT. ACHIEVE IT. OF ROBERT; C. WRIGH JR.
PROFESSIONAL SURV YOR AND MAPPER
3030 STARKEY BOULEVARD, NEW PORT RICHEY, FLORIDA 34655 LICENSE' NUMBED. LS 4965
PIION E:(800)532- 1047 FAX: (727)848-3648 WWW..FLOESIGN..COM L.B.. N0.6707 STATE OF FLORIDA