PINKY PATEL101101'M 10:25 Neddhg + 3t w ArcNbKb (FAi0M t1+W 4218 PM21007
KEN BURKE, CLERK OF COURT
PINELLAS COUNTY FLORIDA
INST# 2009016149 0112312009 at 11:47 AM
OFF REC BK: 16477 PG: 990-993
DoCType:EAS RECORDING: $35.50
Return to;
Earl Barrett
Engineering Department
City of Cftml ter
P. O. Box 4748 ' '
Clearwaber, Fl. 3461&4748
RE: Parcel No. 23,29.16 44433 W-W70 and 0080
SI?EWALIIC l~ASEIAENT
FOR ANb IN CONSIDERATION of the sum of One Dollar ($1.00) In hand paid, the
receipt of which is hereby acknowledged, and the Wnefits to be derived therefrom, Pinky
Patel, a singib woman ('Grantors),' does hereby grant and convey to the CITY OF
CLEARWATI~R, FLORIDA, a Plorlda Municipal Corporation ("Grantee"), perpetual easement
over,. under and across the- followirIj described land lying and being situp In the County of
Pinellas. State of Florida, to wit,
A poMon of Lox 7 and Lot 8, JORDON MLIL.S SUSI)n/ISION, as recorded in Plat Book 82,
Page 31 of the public nx*rds of Pinellas C uMly, Florid>ai being more partidularly
described and depicted in EXH OFT "A° appended hereW and by this reference made-a
part hereof.
This easement is granted for insbilation and maintenance of a public sidewalk.
The CITY OF CLEARWATER, FLORIDA, shall have the right to enter upon the above.
described premises and to construct, Install and maintain thereon such sidewalk and to Inspect,
alter and rep18ce same from time to time as it deem prudent and advisable.
Grantor warrants and covenants with Grantee that if is the owner of the fee simple.title
to the herein described easement premises, that Grantor has full right and lawful authorfty'to
grant and convey this easement to Grantee, and that Grantee shall have quiet and peaceful
possession, use and enjoyment of this easement.
It is expressly understood that Grantor reserves unto itself all rights of ownership of the
easem®nt premises not inconsistent with the easement rights granted herein.
C_'VA=merds and $etbnBs QU" sWn0%1Tern0xM Ir ftmet M1@AUMftt.rlx$1WSJ1 LVIYkPINKY PATE4 SW
CAS IOWA=
_. ?..v.wuy V.i.7171ffb 'F Steorlerim
ArClIt"
(FAX)727 M 4210 PA03/407
This easement is binding upon the Grarftr, the Grantee, their sucaussors and assigns.
The rights granted herein shag be perpetual and irrevocable and shall run with the land, except
by the written mutual agreement of both-parties, or by abandonment of the easement premises
by Grantee.
IN WITLESS WHEREOF, the und??rentor has caused these
duly executed this ?-? day of ?- , 2008. presents to be
Signed, sealed and delivered
in the presence of.-
I E$ ?
eS
Prlnt Witnesf1Veme '
CID
MTNE i nature
,r
Print W&ASS Narne
STATE OF FLORIDA
COUM Y OF PINELLAS
reC
Dinky Patel '
The foregoing instrument was acknowledged A ?
2008 by Pinky Fate), a single woman, who executed the foregoing Instrument, and who
acknowle,p? jP" execution thereof to be her free act and deed for the uses and purposes
there ??"Aqd who [ ] is personally known to me, or who [ ] provided
as identification.
EXPIRES
MY Cbmmission Expires: 412-'112,61 Z
MAO . 1Cp and $fg ? g ???? Inhmk F 1sMCpnpantfEB%WS.t7LvIYwIMKY PA7EL SW
c
SKETCH & DESCRIPTION SECTION 23, TOWNSHIP 29S, RANGE 15E
PROPOSED SIDEWALK EASEMENT
P10 LOTS 7 & 8, JORDAN HILLS SUBDIVISION
CITY OF CLEARWATER - PINELLAS COUNTY, FLORIDA
NOTES.
-NOT VALID WITHOUT THE ATTACHMENT OF SHEET 2 OF 2.
-SEE SHEET 2 OF 2 FOR SKETCH.
-THIS IS NOT A SURVEY. NO CORNERS HAVE BEEN SET.
--BEARINGS ARE REFERENCED TO THE WEST RIGHT-OF-WAY LINE OF HIGHLAND AVENUE,
BEING S 00.19'17"E (ASSUMED).
-ALL DIMENSIONS SHOWN HEREON ARE IN U.S. FEET AND DECIMALS OF U.S. FEET.
-COURSE NUMBERS ON SKETCH CORRESPOND WITH COURSE NUM8ERS IN DESCRIPTION.
0ESCRIPI70N:
PORTIONS OF LOTS 7 AND 8, JORDAN HILLS SUSOMSION A PROFESSIONAL MEDICAL CENTER, ACCORDING TO THE MAP OR PLAT THEREOF AS
RECORDED IN PLAT BOOK 82, PAGE it, PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA, DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF LOT 6, JORDAN HILLS SUBDIVISION, THENCE RUN ALONG THE EAST LINE OF LOT 6, NORTH 00'19'17"
WEST, A DISTANCE OF 130.00 FEET; THENCE LEAVING SAID FAST LINE, RUN NORTH 89-14-57- WEST, A DISTANCE OF 65.49 FEET TO THE POINT OF
BEGINNING; THENCE FROM SAID P(WNT OF _966INNUVG THE FOLLOWING EIGHTEEN (18) COURSES:
1) N 89' 1457'W, A DISTANCE OF 6.00 FEET- THENCE
2) ALONG THE ARC OF A CURVE TO THE LEFT; HAVING A RADIUS OF 35.95 FEET AND A CENTRAL ANGLE OF 57'00'47', ARC-35.77 FEET, A
CHORD BEARING AND DISTANCE OF N 26'05'109Y, 34.31 FEET TO A POINT OF REVERSE CURVATURE; THENCE
3) ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 28.54 FEET AND A CENTRAL ANGLE OF 54'52'09', ARC-2733 FEET, A
CHORD BEARING AND DISTANCE OF N 27'09299V, 26.30 FEET 70 A POINT OF TANGENCY,• THENCE
4) N DO' 16 36'& A DISTANCE OF 23.20 FEET TO A POINT OF CURVATURE; THENCE
5) ALONG THE 'ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 25.75 FEET AND A CENTRAL ANGLE OF 89'33'13" ARC-40.25 FEET,
CHORD BEARING AND DISTANCE OF N 45'03'12 r,, 36.27 FEET 70 A POINT OF TANGENCY,' THENCE
6) N 89'49 49% A DISTANCE OF 118.44 FEET TO A POINT OF CURVATURE; THENCE
7) ALONG 1HE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 29.18 FEET AND A CENTRAL ANGLE OF 20'1541" ARC-10.32 FEET, A
CHORD 8E4RING AND DISTANCE OF S 80'02121 % 10.27 FEET TO A POINT OF REVERSE CURVATURE. THENCE
8) ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 95.10 FEET AND A CENTRAL ANGLE OF 19'47'20" ARC=32.85 FEET, A
CHORD BEARING AND DISTANCE OF S 79'48'111E; 32.68 FEET TO A PONT OF TANGENCY,• THENCE
9) S 89'41511; A DISTANCE OF 11.52 FEET TO THE WEST RIGHT-OF-WAY LINE OF HIGHLAND AVENUE ((H£ SAME BEING THE EAST BOUNDARY
LINE OF LOT B JORDAN HILLS SUBDMSION), THENCE ALONG SAID LINE
10) S 00'19'171; A DISTANCE OF 6.00 FEET,• THENCE LEAVING SAID LINE
11) N 89'41'51'W, A DISTANCE OF 11.58 FEET TO A POINT OF CURVATURE; THENCE
12) ALONG THE ARC OF A CURVE TO 7HE RIGHT, HAVING A RADIUS OF 101.10 FEET AND A CENTRAL ANGLE OF 19'47'20', ARC=34.92 FEET A
CHORD BEARING AND DISTANCE OF N 79*48'11 X 34.74 FEET TO A POINT OF REVERSE CURVATURE? THENCE
T3) ALONG THE ARC OF A CUAW TO THE L&7, HAVING A RADIUS OF 23.18 FEET AND A CENTRAL ANGLE OF 20'15'41" ARC-8.20 FEET, CHORD
BEARWO AND DISTANCE OF N 80'02'219 ,, 8.15 FEET TO A POINT OF TANGENCY,' THENCE
14) S 89'4949" W, A DISTANCE OF 118.44_FEE7 TO A POW OF CURVATURE; THENCE
15) ALONG THE ARC OF A CURVE 70 THE LEFT, HAVING A RADIUS OF 19.75 FEET AND A CENTRAL ANGLE OF 89'33'13" ARC-30.87 FEET, A
CHORD BEARING AND DISTANCE OF S 45'03'12'W, 27.82 FEET TO A POINT OF TANGENCT; THENCE
16) S 00' 1613691; A DISTANCE OF 23.20 FEET TO A POINT OF CURVATURE: THENCE
17) ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 22.54 FEET AND A CENTRAL ANGLE OF 54'52'09" ARC=21.59 FEET, A
CHORD BEARING AND DISTANCE OF S 27'0929% 20.77 FEET TO A POINT OF REVERSE CURVATURE,• THENCE 18) ALONG THE ARC OF A CURVE TO
THE RIGHT, HAVING A MDIUS OF 41.95 FELT AND A CENTRAL ANUS OF W-4627; ARC-41.56 FEET A CHORD BEARING AND DISTANCE OF S 26'
1220"& 39.88 FEEL; TO THE AFOREA/ENIIONED POINT OF BEGINAMW.
SAID NOT AL SCWAINING URVEY o SauAl?e-?'ET oR- 0.040e AGR£5; MORE OR LESS.
- -._- _-- SHEET 1 OF 2
- ------------------------------------------
MICHAEL BAKER ASSOCIATES
LAND SURVEYORS and PLANNERS
220 SOUTH SAFFORD AVENUE
r r TARPON SPRINGS, FLORIDA 34689 r rr
rr
„6
r (727) 938-5026 - FAX (7R7) 938--25'63,': a r
s .:.. `:. ,' • r r.
r AUINORIZATION NO. 0409
SCALE.,
SEPTEMBER 21, 2008
FILE. DRAWN BY.'
JH_ WLKEASE. dwg
l HEREBY CERTIFY
1 " = 40' DESCRIPTION MEET,,
17-6, ?'L?Rf
161G
RAC
NOr VALID W/rHOUr THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
'!ED SKETCH AND
ENTS OF CHAPTER
CODE.
.. ry r
SKETCH & DESCRIPTION SECTION 23, TOWNSHIP 29S, RANGE 15E
PROPOSED SIDEWALK EASEMENT
P/0 LOTS 7 & 8, ?ORMN HILLS SURDmsION NORTH PER PLAT
CITY OF CLEARWATER - PINELLAS COUNTY, FLORIDA
f o) HIGHLAND AVENUE
- -
/W LINE (BR)?_.. .__?
pw W4
?y?.?
~ NOTES:
J
NOT VALID WITHOUT THE ATTACHMENT '41
OF SHEET 1 OF 2. Z F-
O
..
PORTION OF
--SEE SHEET 1 OF 2 FOR NOTES AND ?o
o f
o
V LOT 8 3 DESCRIPTION. O
_.._. _ -. I .. .. a
`r' J U Q
I
PROPOSED 6' SIDEWALK EASEMENT
130.00'(C)
Q
o v
PORTION OF
LOT 7
x
1a ..
(16) 0
- - (4) (JI I SHEET 2 OF 2
JORDAN HlL-LS-- 000RT- _
P + N ?. MWW ?.:#-SOUTH.. _£ EAST W WEST".` _.. _ -- ---
NOT ASURVEY PCP P? `?°? ?M POC ° Po4NT OF C°""' wyzht
PERALINDYT CONTROL POINT, ?? /?y OF WAY.
cm ChpRO &EEARM?C. (C) CALCI/4ATLD P O _ POr?IlONS OF
"vp MICHAEL BAKER ASSOCIATES
LAND SURVEYORS and PLANNERS
220 SOUTH SAFFORD AVENUE
TARPON SPRINGS, FLORIDA J,,043,9
(727) 938-5026 - FAX (727) ,938.258¢
AUTHORIZATION No. LB. 4019
D SCALE.•
SEPTEMBER 21, 2008 1" = 40' r
'i -
FILE. DRAWN' BY: JH_WLKEASE.dwg RAC
FOR REFERENCE ONLY
NOT VALID W/TMOUT THE ATTACHMENT OF SHEET 1 OF 2. ^ .?_- v
_ 1011QJ2008 1025 Wedding + Stq*lO m Ard"Wft
STATE OF FLORIDA
COUNTY OF PINELLAS
(FAX)727 W 4218 PA"?
AFFIDAVIT OF NO LIENS
: ss
DEFORE ME, the undersigned authorlt . personally appeared Pinky Patel, a
single woman, whom, being first duly swam, does depose and say.
1. That she is the owner of legal and equitable title to the following described property
in Pinellas County, !~forida, to wit:
A portion of Lot 7 ' and all of Lot 8, JORDAN MILLS BUMDMSION, a
Professkmal Medical Center, according to the map or pb$t there as recorded in
Plat Boole 8Z, Page 31 of the public records of Pinellas County, Florida, being
mare particularly described as fellam: For a point of reference, commence at
the SE corner of said JORDAN HILLS SUBDIVISION, also being the SE corner
of Lot 8 of said subdivislon, thence nun N 00019'17' W, a distance of 130.00
feet tv the P. O. B,; thence run S 89°14157" E, a tiilstance of 100.00 feet; thence
run N 00°19'17" W, a distance of 118„00 )last to the centarilne of a 24.00 foot
Ingres&iegress errant; thence nun S 89°40143" W along said centerline a
distance of 173.00 feet to the point of a curve; thence run S 44049'43'" W on the
chord, a distance of 82.33 abet; said curve having a delta of 90°t]6'00 radius
of 37.00 feet, an arc of 08.12 feet; thence run S 00°1947" E, a distance of 77.07
feet to.the center of a cul-de c haring s 39.00 radius; thence run 8 89°14'87"
E. a distance of 910.00 t to the P. O. B.
2- That said property is now in the possession of the reconl owner.
3. That there has been no labor performed or mAterl818 furnished on said property for
which there are unpaid bills for labor or materials against said property, except; (if none,
enter "NONt~ If no entry, It
will be deemed that "NONE" has been entered,)
That other than easements and ructions of record, [hare are no liens or
encumbrances of any-nature aftedng the title of the property heminebove
described, except: (If none, enter "NONE". If no entry, It will be deemed that
"NONE" has been entered.)
??Aw axjsb?a2aIB?Y.nael5etl4u?tlbm?ior?ry InE?metFlWslContant 161W3,17LwIY1PWlcr aATFL 3W
MS 1009 dac
. d",6wxi 1ufp 996mcm t 3 Ardfte=
94 4216 P.0051M
5. That it is hereby warranted that no noUce has been received for any public hearing
regarding assessments for lmprovements by any govemrnent, and it is hereby,
warranted that there are no unpaid assesses against the above described property .
for improvements thereto by any govemment, whether or not said ass$ssments appear
of record.
6. That there are no outstanding sewer service charges or assessments payable to
MY gOVemrnerrt,
7. That the representations embraced herein are for the purpose of inducing the Cr ry
OF CL?ARWATltR, FLORJDA, its agents, successors and assigns to rely thereon.
z
WITNESS SWitufe
WITNESS Anted Name Pinky Pater
WVITNESS Sig a?ture L
a`r^ n ?- o c- I
WITNESS rinted Name
S M1 'g ?,?bscritaed to before me this day of Q Lr
EXPIRES
of Florida My Commission Expires
s_
I fO,doo 4 and ?9? ??1LOra1 Sel 9alTempwahr
MAS M{?116! F'"1Conl911tK$%W6J1LMY%MMKY PATEL SW
EAS 1G09de
4