HomeMy WebLinkAbout06.e.05 Partial Release of Easement - WaWa Fleming Island Prepared under the direction of,
Record and return to:
Grady H. Williams,Jr.,Esq.
do Clay County Utility Authority
3176 Old Jennings Road
Middleburg,Florida 32068-3907
PARTIAL RELEASE OF EASEMENT
•
Parcel Nos.:, 09-05-26-014266-900-00, 09-05-26-014266-906-01,
09-05-26-014266-907-00, & 09-05-26-014266-911-00
The CLAY COUNTY UTILITY AUTHORITY, an independent special district and political
subdivision of the State of Florida, existing and created Chapter 94-491, Laws of Florida, Special Acts
of 1994, whose mailing address is 3176 Old Jennings Road, Middleburg,Florida 32068,hereby releases,
abandons and vacates its rights to a portion of the Grant of Easement set forth in the O.R.B. 2858 pages
1587 through 1593, of the Public Records of Clay County, Florida, said portion being described on
Exhibit"A" attached hereto and by this reference incorporated herein.
PROVIDED, HOWEVER, that nothing herein contained shall be held or construed to release,
discharge, or abandon any portion of the Grant of Easement, other than that specifically described in this
Partial Release, from force and effect of said Instrument.
IN WITNESS WHEREOF, The Clay County Utility Authority has executed this document on
this 9*" day of Dec.m boy- , 20?.S, by its authorized representative.
-ATTEST CLAY COUNTY UTILITY AUTHORITY,
an independent special district and political
subdivision of the State of Florida, existing and
- " created Chapter 94-491, Laws of Florida, Special
Acts of 1994
• By:
Jan' Loude ilk, Secretary çDtPEMB
.A.
xecutive Director
(Corporate Seal)
Address: 3176 Old Jennings Rd. Address: 3176 Old Jennings Rd.
Middleburg, Florida 32068 Middleburg, Florida 32068
X:VScrvic Availabili y\Easemcros&Real Estate\Releases and Salisfaclions\Panial Release Wawa Fleming Islanddoc<
STATE OF FLORIDA
COUNTY OF CLAY
The foregoing instrument was acknowledged before me by means of N physical presence or ❑
online notarization this '4 day of DeccM be►- , 20_21, by JEREMY D.
JOHNSTON, as EXECUTIVE DIRECTOR of the CLAY COUNTY UTILITY AUTHORITY, who is
personally known to me, and by JANICE LOUDERMILK, as the attesting SECRETARY of the CLAY
COUNTY UTILITY AUTHORITY, who is personally known to me.
Print Name: Andrew Mitchell
Notery pobllo Steto of Florida
Andrew H MNohell Address: 3176 Old Jennings Rd.
My Commi$sion HH 730417 g
'''''i '' ' Expires iO12612029 Middleburg, Florida 32068
Notary Public
My Commission Expires: lei as4.02 9
X:\Service Availability\Pasemenls&Real Estate\Releases and Satisfactions\Partial Release Wawa Fleming Island.docx
SKETCH OF DESCRIPTION
(NOT A SURVEY)
EXHIBIT"A "
LEGAL DESCRIPTION -(EASEMENT"A" -ORB 2858, PG 1587)
SHEET 010F 04
AN EASEMENT FOR UTILITIES COVERING A PARCEL OF LAND SITUATED IN SECTION 9, TOWNSHIP 5 SOUTH, RANGE 26 EAST,
CLAY COUNTY, FLORIDA, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE INTERSECTION OF THE WESTERLY LINE OF STATE ROAD NO. 15 (U.S. HIGHWAY NO. 17) WITH THE
CENTERLINE OF VILLAGE SQUARE PARKWAY; THENCE ON SAID CENTERLINE, NORTH 87 DEGREES 08 MINUTES 37 SECONDS
WEST, 165.00 FEET; THENCE NORTH 02 DEGREES 51 MINUTES 23 SECONDS EAST, 50.00 FEET TO THE NORTHERLY LINE OF
SAID VILLAGE SQUARE PARKWAY; THENCE ON SAID NORTHERLY LINE, NORTH 87 DEGREES 08 MINUTES 37 SECONDS WEST,
199.72 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 87 DEGREES 08 MINUTES 37 SECONDS WEST, 42.52
FEET; THENCE NORTH 04 DEGREES 59 MINUTES 39 SECONDS EAST, 25.70 FEET; THENCE NORTH 28 DEGREES 34 MINUTES
00 SECONDS EAST, 17.74 FEET; THENCE NORTH 00 DEGREES 26 MINUTES 35 SECONDS WEST, 283.12 FEET; THENCE
NORTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 124.50 FEET, A
g DISTANCE OF 117.30 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 27 DEGREES 26
MINUTES 03 SECONDS WEST, 113.01 FEET; THENCE NORTH 80 DEGREES 40 MINUTES 12 SECONDS WEST, 58.12 FEET; THENCE
NORTH 09 DEGREES 19 MINUTES 48 SECONDS EAST, 15.00 FEET; THENCE SOUTH 80 DEGREES 40 MINUTES 12 SECONDS
EAST, 30.27 FEET; THENCE NORTH 21 DEGREES 26 MINUTES 59 SECONDS EAST, 9.95 FEET; THENCE SOUTHEASTERLY ALONG
THE ARC OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 139.50 FEET, AN ARC DISTANCE OF 98.03 FEET,
SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 48 DEGREES 25 MINUTES 10 SECONDS EAST,
96.02 FEET; THENCE NORTH 03 DEGREES 25 MINUTES 55 SECONDS WEST, 25.82 FEET; THENCE NORTH 86 DEGREES 34
E MINUTES 05 SECONDS EAST, 25.00 FEET; THENCE SOUTH 03 DEGREES 25 MINUTES 55 SECONDS EAST, 190.31 FEET; THENCE
NORTH 15 DEGREES 39 MINUTES 53 SECONDS EAST, 35.30 FEET; THENCE NORTH 51 DEGREES 27 MINUTES 21 SECONDS
EAST, 109.21 FEET; THENCE NORTH 02 DEGREES 32 MINUTES 36 SECONDS EAST, 331.12 FEET; THENCE WEST, 91.10 FEET;
1 THENCE SOUTH, 31.02 FEET; THENCE WEST, 15.00 FEET; THENCE NORTH, 31.02 FEET; THENCE WEST, 41.72 FEET; THENCE
SOUTH 63 DEGREES 39 MINUTES 04 SECONDS WEST, 14.80 FEET; THENCE SOUTH 26 DEGREES 20 MINUTES 56 SECONDS
EAST, 17.50 FEET; THENCE SOUTH 63 DEGREES 39 MINUTES 04 SECONDS WEST, 15.00 FEET; THENCE NORTH 26 DEGREES
ti 20 MINUTES 56 SECONDS WEST, 17.50 FEET; THENCE SOUTH 63 DEGREES 39 MINUTES 04 SECONDS WEST, 25.04 FEET;
3 THENCE SOUTH 26 DEGREES 20 MINUTES 56 SECONDS EAST, 17.50 FEET; THENCE SOUTH 63 DEGREES 39 MINUTES 04
5 SECONDS WEST, 15.00 FEET; THENCE NORTH 26 DEGREES 20 MINUTES 56 SECONDS WEST, 17.50 FEET; THENCE SOUTH 63
DEGREES 39 MINUTES 04 SECONDS WEST, 25.04 FEET; THENCE SOUTH 26 DEGREES 20 MINUTES 56 SECONDS EAST, 17.50
FEET; THENCE SOUTH 63 DEGREES 39 MINUTES 04 SECONDS WEST, 15.00 FEET; THENCE NORTH 26 DEGREES 20 MINUTES
56 SECONDS WEST, 17.50 FEET; THENCE SOUTH 63 DEGREES 39 MINUTES 04 SECONDS WEST, 25.04 FEET; THENCE SOUTH
26 DEGREES 20 MINUTES 56 SECONDS EAST, 17.50 FEET; THENCE SOUTH 63 DEGREES 39 MINUTES 04 SECONDS WEST,
15.00 FEET; THENCE NORTH 26 DEGREES 20 MINUTES 56 SECONDS WEST, 17.50 FEET; THENCE SOUTH 63 DEGREES 39
g MINUTES 04 SECONDS WEST, 25.04 FEET; THENCE SOUTH 26 DEGREES 20 MINUTES 56 SECONDS EAST, 17.50 FEET; THENCE
g SOUTH 63 DEGREES 39 MINUTES 04 SECONDS WEST, 15.00 FEET; THENCE NORTH 26 DEGREES 20 MINUTES 56 SECONDS
-
CONTINUED ON SHEET 2- %tw t%%%%%%,,�.
s ( LDigita1IIy signed by
` [-Matthew W Simpson
LDat : 2025.11.25
I
'va�Survzyot - -1-035 32-05'00'
o 4Driatri��
MATTHEW W. SIMPSON, FLORIDA LICENSED SURVEYOR & MAPPER
GENERAL NOTES: FLORIDA REGISTRATION NO. 7251
1. THIS IS A SKETCH TO ACCOMPANY A DESCRIPTION AS DEFINED IN CHAPTER 5J-17.052(6)OF THE FLORIDA ADMINISTRATIVE CODE AND IS NOT A FIELD
5- SURVEY.(REVISED 11/25/2025 TO CORRECT OFFICIAL RECORD BOOK/PAGE RECORDING REFERENCES) SEE SHEETS 1 & 2 FOR DESCRIPTION
2. THIS SKETCH OR THE COPIES THEREOF ARE NOT VAUD WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEE SHEET 3 FOR SKETCH
(IF A HARD COPY),'OR THE ADOBE PDF CONTAINING THE ELECTRONIC SIGNATURE HAS NOT BEEN VALIDATED TO BE THE ORIGINAL SIGNED AND SEALED SEE SHEET 4 FOR L#/C# TABLES
VERSION(IF AN ELECTRONIC FILE).IF AN ELECTRONIC FILE,PRINTED COPIES OF THE SURVEY MAP ARE NOT CONSIDERED TO BE A VAUD SIGNED AND
SEALED CDPY. JOB SP2025.03645
3. BEARINGS SHOWN HEREON ARE ASSUMED, AND BASED ON THE NORTH RIGHT-OF-WAY UNE OF VILLAGE SQUARE PARKWAY(PER PLAT OF FLEMING
Fet
PLANTATI�T ST ROADWAY PLAT,AS RECORDED IN PLAT BOOK 34,PAGES 1-9,OF THE PUBLIC RECORDS OF CLAY COUNTY,FLORIDA)BEING NORTH CFB
I BFARLEY
4. THE DESCRIBED LANDS SHOWN HEREON IS ONE AND THE SAME AS THOSE LANDS DESCRIBED AS EASEMENT 'A', ON EXHIBIT A. PER OFFICIAL SURVEYING
RECORDS BOOK 2858,PAGE 1587 OF THE PUBLIC RECORDS OF CLAY COUNTY,FLORIDA FOR THE PURPOSES OF CREATING A SKETCH TO ACCOMPANY aias.raissouw AVE.SLUE ioi
A OESCRIPDON FOR A PROPOSED RECORDED INSTRUMENT. CLEARWATER.FLORIDA W567nl519.1030 L08493
RI
SKETCH OF DESCRIPTION
(NOT A SURVEY)
EXHIBIT"k"
' LEGAL DESCRIPTION -(EASEMENT"A"-ORB 2858, PG 1587)
SHEET 02 OF 04
CONTINUED FROM SHEET 1
WEST, 17.50 FEET; THENCE SOUTH 63 DEGREES 39 MINUTES 04 SECONDS WEST, 64.33 FEET; THENCE SOUTH 26 DEGREES
20 MINUTES 56 SECONDS EAST, 17.50 FEET; THENCE SOUTH 63 DEGREES 39 MINUTES 04 SECONDS WEST, 15.00 FEET;
THENCE NORTH 26 DEGREES 20 MINUTES 56 SECONDS WEST, 17.50 FEET; THENCE SOUTH 63 DEGREES 39 MINUTES 04
SECONDS WEST, 28.77 FEET; THENCE SOUTH 00 DEGREES 26 MINUTES 35 SECONDS EAST, 32.72 FEET; THENCE NORTH 89
DEGREES 33 MINUTES 25 SECONDS EAST, 37.51 FEET; THENCE SOUTH 00 DEGREES 26 MINUTES 35 SECONDS EAST, 147.23
FEET; THENCE SOUTH 31 DEGREES 36 MINUTES 14 SECONDS WEST, 10.61 FEET; THENCE SOUTH 63 DEGREES 39 MINUTES 04
SECONDS WEST, 148.41 FEET; THENCE NORTH 26 DEGREES 20 MINUTES 56 SECONDS WEST, 20.00 FEET; THENCE NORTH 63
DEGREES 39 MINUTES 04 SECONDS EAST, 142.15 FEET; ,THENCE NORTH 00 DEGREES 26 MINUTES 35 SECONDS WEST, 88.10
FEET; THENCE SOUTH 89 DEGREES 33 MINUTES 25 SECONDS WEST, 93.13 FEET; THENCE SOUTH 63 DEGREES 39 MINUTES
04 SECONDS WEST, 183.31 FEET; THENCE SOUTH 26 DEGREES 20 MINUTES 56 SECONDS EAST, 12.00 FEET; THENCE SOUTH
I 63 DEGREES 39 MINUTES 04 SECONDS WEST, 15.00 FEET; THENCE NORTH 26 DEGREES 20 MINUTES 56 SECONDS WEST,
12.00 FEET; THENCE SOUTH 63 DEGREES 39 MINUTES 04 SECONDS WEST, 22.32 FEET; THENCE SOUTH 15 DEGREES 55
MINUTES 27 SECONDS WEST, 15.09 FEET TO THE NORTHEASTERLY LINE OF SAID VILLAGE SQUARE PARKWAY; THENCE
NORTHWESTERLY ALONG SAID NORTHEASTERLY LINE AND ALONG THE ARC OF A CURVE CONCAVE NORTHEASTERLY AND
HAVING A RADIUS OF 650.00 FEET, AN ARC DISTANCE OF 26.19 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING
AND DISTANCE OF NORTH 28 DEGREES 25 MINUTES 44 SECONDS WEST, 26.19 FEET; THENCE NORTH 63 DEGREES 39
MINUTES 04 SECONDS EAST, 135.96 FEET; THENCE NORTH 26 DEGREES 20 MINUTES 56 SECONDS WEST, 21.00 FEET; THENCE
0 SOUTH 63 DEGREES 39 MINUTES 04 SECONDS WEST, 135.96 FEET TO SAID NORTHEASTERLY LINE OF VILLAGE SQUARE
PARKWAY; THENCE NORTHWESTERLY ALONG SAID NORTHEASTERLY LINE AND ALONG THE ARC OF A CURVE CONCAVE
NORTHEASTERLY AND HAVING A RADIUS OF 650.00 FEET, AN ARC DISTANCE OF 15.01 FEET, SAID ARC BEING SUBTENDED BY
A CHORD BEARING AND DISTANCE OF NORTH 24 DEGREES 45 MINUTES 43 SECONDS WEST, 15.01 FEET; THENCE NORTH 63
a DEGREES 39 MINUTES 04 SECONDS EAST, 166.89 FEET; THENCE SOUTH 26 DEGREES 20 MINUTES 56 SECONDS EAST, 15.00
FEET; THENCE SOUTH 63 DEGREES 39 MINUTES 04 SECONDS WEST, 16.35 FEET; THENCE SOUTH 26 DEGREES 20 MINUTES 56
SECONDS EAST, 21.00 FEET; THENCE NORTH 63 DEGREES 39 MINUTES 04 SECONDS EAST, 95.68 FEET; THENCE NORTH 89
DEGREES 33 MINUTES 25 SECONDS EAST, 53.77 FEET; THENCE NORTH 00 DEGREES 26 MINUTES 35 SECONDS WEST, 74.98
FEET; THENCE NORTH 63 DEGREES 39 MINUTES 04 SECONDS EAST, 310.96 FEET; THENCE EAST, 167.01 FEET; THENCE
3 SOUTH 02 DEGREES 32 MINUTES 36 SECONDS WEST, 174.57 FEET; THENCE SOUTH 87 DEGREES 27 MINUTES 24 SECONDS
EAST, 6.00 FEET; THENCE SOUTH 02 DEGREES 32 MINUTES 36 SECONDS WEST, 173.81 FEET; THENCE SOUTH 51 DEGREES 27
a MINUTES 21 SECONDS WEST, 119.15 FEET; THENCE SOUTH 15 DEGREES 39 MINUTES 53 SECONDS WEST, 63.63 FEET; THENCE
SOUTH 04 DEGREES 21 MINUTES 02 SECONDS EAST, 89.41 FEET; THENCE SOUTH 06 DEGREES 18 MINUTES 56 SECONDS
g WEST, 58.93 FEET; THENCE SOUTH 88 DEGREES 51 MINUTES 33 SECONDS EAST, 23.46 FEET; THENCE SOUTH 01 DEGREES
08 MINUTES 27 SECONDS WEST, 15.00 FEET; THENCE NORTH 88 DEGREES 51 MINUTES 33 SECONDS WEST, 24.82 FEET;
g THENCE SOUTH 06 DEGREES 18 MINUTES 56 SECONDS WEST, 30.37 FEET TO THE POINT OF BEGINNING.
LO CONTAINING 50,524.4 SQUARE FEET OR 1.16 ACRES, MORE OR LESS.
s
SEE SHEETS 1 & 2 FOR DESCRIPTION
SEE SHEET 3 FOR SKETCH
SEE SHEET 4 FOR L#/C# TABLES
JOB SP2025.03645
CFBi°`TMER
RFARARNLEYER
SURVEYING
314 5F MISSOORIDA RI AVE,55(T )519.10
CLEARWATER FLORI�A371%pIlI51&1030 198498
g SKETCH OF DESCRIPTION
(NOT A SURVEY)
g -,�, EXHIBIT" A "
• pR°F�Fa SHEET 03 OF 04
co E
' L64
/ ..:3' iY023S S0 . /
1, 6F js
o) l: SS�12 1
• POINT OF COMMENCEMENT
20 INTERSECTION OF WESTERLY LINE OF STATE
L21 ROAD NO. 15 (U.S. HIGHWAY NO. 17) &
'i CENTERLINE OF VILLAGE SQUARE PARKWAY
2 'J
5 N z PROpes
29 SHOPPIPRNG CENTER REVISED
PARCEL (*A�r4Fp PAR,0F< 7
z 03' ����
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A - r 3 L10 L13 I �v �/J29( v
M `N66 (� "% Q�
" /N
Z A.
o9 1 r7� 6SSK, 2 B ''', 4' <, _
DESCRIBED LANDS 8,t7 \' 0� Qi
PJ L43 4 "EASEMENT A" PER ORB 2858, PG 1587 v ��
±50,524.4 SQUARE FEET, \p0 o
OR ±1.160 ACRES A
�.S ��� S1. PROPOSED 4
c`lG.0' 0 P.EVISED 2
I PROPOSED (¢ Q J
REVISED PARCEL 2 =4,
4,
PARCEL 4
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--. — ' 1 inch =100 feet
C5 C4 LEGEND:
SEE SHEETS 1 & 2 FOR DESCRIPTION
1 LB = LICENSED BUSINESS C# = REFERENCE TO CURVE TABLE SEE SHEET 3 FOR SKETCH
1 POB = POINT OF BEGINNING R/W = RIGHT-OF-WAY SEE SHEET 4 FOR L#/C TABLES
PUG = POINT ON CURVE ID = IDENTIFICATION JOB SP2025.03645
PC POINT OF CURVATURE PB = PLAT BOOK
PT = POINT OF TANGENCY ORB = OFFICIAL RECORDS BOOK CFB I NER
2 PNT = POINT OF NON-TANGENCY
PG = PAGE BARLEY
L# = REFERENCE TO LINE TABLE NO. = NUMBER SURVEYING
< CLEARWATER,FLo DA331RI 558 sui5Elo1
,SUIE1Di Laeesej
SKETCH OF DESCRIPTION
(NOT A SURVEY)
EXHIBIT" A "
SHEET 04 OF 04
UNE TABLE UNE TABLE UNE TABLE UNE TABLE
UNE UNE UNE UNE
TAG BEARING DISTANCE TAG BEARING DISTANCE TAG BEARING DISTANCE TAG BEARING DISTANCE
L1 N8718'37"W 165.00' L19 N90'00'00"W 41.72' L37 S2620'56"E 17.50' L55 N63'39'04"E 135.96'
L2 NO2'51'23"E 50.00' L20 S6339'041 14.80' L38 S6339'041 15.00' L56 N2620'561 21.00'
L3 N87'08'37"W 199.72' L21 S26'20'56"E 17.50' L39 N2620'561 17.50' L57 S6319'041 135.96'
L4 N87'08'37"W 42.52' L22 S6319'04"W 15.00' L40 S6339'041 64.33' L58 S2620'56"E 15.00'
L5 N04'59'39'E 25.70' L23 N2620'561 17.50' L41 S2620'56"E 17.50' L59 S6339'041 16.35'
L6 N2834'00'E 17.74' L24 S6339'041 25.04' L42 S6339'041 15.00' L60 S2620'561 21.00'
L7 N80'40'12"W 58.12' L25 S2620'56"E 17.50' L43 N2620'56"W 17.50' L61 N63'39'04"E 95.68'
L8 N0919'48"E 15.00' L26 S6339'041 15.00' L44 S6339'041 28.77' L62 N89'33'25"E 53.77'
L9 S80'40'12"E 30.27' L27 N2620'56"W 17.50' L45 S0026'35"E 32.72' L63 N0026'351 74.98'
L10 N2126'59"E 9.95' L28 S6339'041 25.04' L46 N891325"E 37.51' L64 S8727'241 6.00'
L11 N0325'551 25.82' L29 S2620'561 17.50' L47 S3136'14"W 10.61' L65 S1539'531 63.63'
c L12 N86'34'05"E 25.00' L30 S6339'041 15.00' L48 N2620'561 20.00' L66 S0421'02°E 89.41'
L13 N1539'53"E 35.30' L31 N2620'56"W 17.50' L49 N0026'35111 88.10' L67 50618'56"W 58.93'
L14 N5127'211 109.21' L32 S6339'041 25.04' L50 S8933'251 93.13' L68 S88'51'331 23.46'
a
L15 N90'00'001 91.10' L33 S2620'561 17.50' L51 S26'20'56"E 12.00' L69 S01'08'27"W 15.00'
a L16 SO0'00'001 31.02' L34 S63'39'041 15.00' L52 S6339'04"W 15.00' L70 N88'51'331 24.82'
L17 N90'00'00"W 15.00' L35 N2620'56"W 17.50' L53 N2620'561 12.00' L71 S0618'56"W 30.37'
L18 NO0'00'001 31.02' L36 S6319'04"W 25.04' L54 S6339'04"W 22.32'
s
m0
CURVE TABLE
CURVE CENTRAL ARC CHORD CHORD
TAG RADIUS ANGLE LENGTH BEARING LENGTH
C1 124.50' 53'58'57" 117.30' N2726'031 113.01'
C2 139.50' 4015'39" 98.02' S48'25'10"E 96.02' SEE SHEETS 1 & 2 FOR DESCRIPTION
SEE SHEET 3 FOR SKETCH
C3 26.50' 33'05'02" 15.30' S15'55'27"W 15.09' SEE SHEET 4 FOR L#/C# TABLES
C4 650.00' 218'31" 26.19' N2825'441 26.19' JOB SP2025.03645
C5 650.00' 11923" 15.01' N24'45'431 15.01' CFB I ti►a Ea
- BARLEY
SURVEYING
CLEARWATER,FLORIDA 33756(727)91030 I$3398