HomeMy WebLinkAbout621 Kings Crossing - Kings Retail, LPo;d
Prepared by: Mv-L Oe l Q, ,Atm Return to:
City of Sanford. Utility Department
L e (�Q City hall. PO. Box 1788
Sanford. FL 32772
W—�-(6uA kead,_ 33 l
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GRANT OF EXCLUSIVE CITY SERVICES EASEMENT (CORPORATE)
THIS INDENTURE, made this 30 day of M ottembe 2023 _ between Kings Retail, LP whose address
is 360 S. Rosemary Ave, # 400, West Palm Beach County of Palm Beach . and State of FL , party of the
first part, and the CTY OF SANFORD. FLORIDA, a municipal corporation, which is situated in the County of Seminole, the State of Florida,
party of the second part,
WITNESSETH, that party of the first part, for and in consideration of the sum of one dollar and other valuable consideration paid by parte
of the second part, receipt whereof is hereby acknowledged, grants and conveys to party of the second part, its successors, assigns, licensees.
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ayf exclusive perpetual easement, as described and illustrated belo►v, which is to be under, upon, and across the
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W`^ area of the property situated in or near the City of Sanford. Seminole County, Florida, more
particularly described as: See Attached Exhibits Al & A2 - Legal Descriptions & Exhibits B-1 & B-2 - Drawings
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*Also known as Kings Crossing . Sanford, Florida*
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(Property Address or Development Tract)
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(Seminole County Parcel No(s). 03-20-31-504-OB00-0000 & 03-20-31-504-OD00-0000
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for city services, including but not limited to, city owned utilities. hereafter on said property, such easement to include the right of free
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ingress and egress over and across said property for the purposes of constructing, installing, and maintaining said facilities.
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This Grant of Easement shall not be construed as a grant of right of way and is limited to a City Services Easement. The party of the first
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part shall have the right to use the area subject to the easement granted hereby (the "Easement Area"), including without limitation for
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parking areas, driveways, and landscaping, which are not inconsistent with the use of the Easement Area by the party of the second part for
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the purposes granted hereby.
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Provided, however, that the party of the first part shall not have the right to grant utility easements to other parties without the prior written
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consent of the party of the second part. If the party of the second part disturbs any landscaping or improvements within the easement area,
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the party of the second part shall restore such landscaping or improvements.
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IN WITNESS WHEREOF, the parties of the first part hereunto set their hands and seals on the day and year first above written.
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SIGNED, SEALED, AND DELIVERED IN THE PRESENCE OF:
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GRANT MALOY, SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
CFN# 2024003116 Bk:10563 Pg:1693-1698(6Pgs)
REC: 01/10/2024 3:26:07 PM by jeckenroth
RECORDING FEES $52.50
GRANTOR:
KINGS IL, LP, a
Florida L mit Partnership
B N (US) General Partner, Inc. Its General Partner
Title: V iU' hes�'66 '
Name: U i (-SAA -ZyA2wL
I=
(Second Witness Signature)
Name:
STATE OF FLORIDA)
COUNTY OF SEMINOLE)
I HEREBY CERTIFTY that on this day, before me, an office duly authorized to administer oaths and take
acknowledgments, personally appeared �Cf 'red) W • PeeS C1 [g4bo is personally known to me or
] who produced
as identification and acknowledged before
me that s/he executed the same. Sworn and subscribed before me, by Pk SVNc. , by means of
[vj"p�hysical presence or [ ] online notarization on the3O day oflJOyCMbCC 2023, the said person did take an
oath and was first duly sworn by me, an oath, said person, further, deposing and saying that s/he has read the foregoing
and that the statements and allegations contained herein are true and correct.
WITNESS my hand and official seal in the County and State last aforesaid this 3Q day of
12023.
its ..,
A 11 01,A
AISHAD. HEALEY
M COMMISSION#HH 184952 Notary Public; State of Florida
; . Q EXPIRES: WOW 11, 2025 (Affix Notarial Seal)
BondedThiuNotaPuPu*UnderMrtWS
Printed Name: \S
THIS IS NOT A SURVEY
NOTES: THIS LEGAL DESCRIPTION AND SKETCH WAS PREPARED WITHOUT THE
BENEFIT OF A TITLE POLICY. THERE MAY BE ADDITIONAL RESTRICTIONS AFFECTING
THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
BEARINGS ARE BASED UPON THE EAST RIGHT OF WAY LINE OF EAST LAKE
MARY BLVD BEING N 00'07'16"W AND IS SHOWN ON THIS SKETCH
SEE SHEET 1 OF 2 FOR LEGAL DESCRIPTION, SHEET 2 OF 2 FOR SKETCH AND LEGEND.
LEGAL DESCRIPTION— UTILITY EASEMENT 1
AN EASEMENT OVER A PORTION OF TRACT B OF THE PLAT ENTITLED KINGS CROSSING AS
RECORDED IN PLAT BOOK 89, PAGE 34 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
AND A PORTION OF NORTHWEST 1/4 OF SECTION 03, TOWNSHIP 20 SOUTH, RANGE 31 EAST,
SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWESTERN MOST CORNER OF TRACT C OF THE PLAT ENTITLED KINGS
CROSSING AS RECORDED IN PLAT BOOK 89, PAGE 34 OF THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA AND THE EASTERN RIGHT OF WAY LINE OF LAKE MARY BOULEVARD AS SHOWN
ON SEMINOLE COUNTY PUBLIC WORKS DEPARTMENT, RIGHT OF WAY MAP OF EAST LAKE BOULEVARD,
COUNTY PROJECT NO. PS -0137; THENCE ALONG SAID EASTERN RIGHT OF WAY AND THE WESTERN
LINE OF TRACT B OF THE SAID PLAT THE FOLLOWING TWO (2) COURSES: (1) SOUTH 00'07'16" EAST
FOR 2.20 FEET TO THE POINT OF INTERSECTION WITH A NON—TANGENT CURVE TO THE LEFT OF
WHICH A RADIAL LINE BEARS NORTH 89'53'05" EAST; (2) SOUTHERLY ALONG THE ARC OF SAID
CURVE, HAVING A RADIUS OF 778.53 FEET, A CENTRAL ANGLE OF 08'10'57", AN ARC LENGTH OF
111.18 FEET, AND A CHORD BEARING SOUTH 04'12'24" EAST FOR 111.09 FEET TO THE END OF THE
CURVE, SAID POINT BEING THE POINT OF BEGINNING; THENCE NORTH 89'51'50" EAST FOR 28.79
FEET; THENCE NORTH 00'11'47" WEST FOR 13.00 FEET; THENCE NORTH 22'25'02" EAST FOR 7.03
FEET; THENCE NORTH 8949'10" EAST FOR 12.24 FEET; THENCE SOUTH 00'05'19" EAST FOR 33.01
FEET; THENCE SOUTH 89'52'26" WEST FOR 41.63 FEET TO THE POINT OF INTERSECTION WITH A
NON—TANGENT CURVE TO THE RIGHT OF WHICH A RADIAL LINE BEARS NORTH 80'41'50" EAST AND
TO INTERSECT THE AFORESAID EASTERN RIGHT OF WAY LINE; THENCE NORTHERLY ALONG SAID
EASTERN LINE RIGHT OF WAY AND THE ARC OF SAID CURVE, HAVING A RADIUS OF 778.53 FEET, A
CENTRAL ANGLE OF 01'00'18", AN ARC LENGTH OF 13.65 FEET, AND A CHORD BEARING NORTH
08'48'01" WEST FOR 13.65 FEET TO THE POINT OF BEGINNING.
CONTAINING 859 SQUARE FEET OR 0.0197 ACRES, MORE OR LESS.
NOTE: THE GEOMETRY PERTAINING TO THE PARCEL OF LAND BEING DESCRIBED HEREIN (THE DESCRIPTION)
IS SOLELY BASED UPON THE GEOMETRY AS DESCRIBED ON THE RECORDED DOCUMENTS AS NOTED HEREON AND
IS SUBJECT TO AN ACCURATE FIELD BOUNDARY SURVEY.
PREPARED FOR: KINGS RETAIL, LP CERTIFIED AS TO SKETCH AND LEGAL DESCRIPTION
SKETCH AND LEGAL DESCRIPTION OR THE COPIES
SKETCH AND LEGAL DESCRIPTION— UTILITY EASEMENT 1 THEREOF ARE NOT VALID WITHOUT THE
SIGNATURE AND ORIGINAL RAISED SEAL OF A
SCALE: 1"=60' DRAWN: JLW CHECKED: JLW COUNTY: SEMINOLE FLORIDA LICENSED SURVEYOR AND MAPPER
JOB N0. I DATE: SECTION: TOWNSHIP: RANGE: FLORIDA CERTIFICATE OF AUTHORIZATION No. 7345
2980031 10/09/23 03 20S 31E
D" ""g Ey JDHNLWARY
CIVIL ENGINEERING 2300 CURLEW ROAD STE 201 DN CN=JOHNL WABY,
LAND PLANNING PALM HARBOR, FLORIDA JOHN L WABY O.AVO GROUP CCDWWB18AF58B]]FGBOBBF411,
AlteTRAFFIC/TRANSPORTATION 34683 Dam 202310.09 15 42 33 04100'
ENVIRONMENTAL SCIENCES PHONE (727) -6662 00
SURVEYING FAX (727) 784.6662 GIS AVIDGROUP.COM JOHN L. WABY, PROFESSIONAL ^LAND 'SURVEYOR
SHEET 1 of 2
THIS IS NOT A SURVEY
NOTES: THIS LEGAL DESCRIPTION AND SKETCH WAS PREPARED WITHOUT THE �1Q�'i—%
BENEFIT OF A TITLE POLICY. THERE MAY BE ADDITIONAL RESTRICTIONS AFFECTIN C/
THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
BEARINGS ARE BASED UPON THE SOUTH RIGHT OF WAY OF SR 46 BEING
N 89'52'47"E AND IS SHOWN ON THIS SKETCH
SEE SHEET 1 OF 2 FOR LEGAL DESCRIPTION, SHEET 2 OF 2 FOR SKETCH AND LEGEND,
LEGAL DESCRIPTION— UTILITY EASEMENT 2
AN EASEMENT OVER A PORTION OF TRACTS B AND D OF THE PLAT ENTITLED KINGS CROSSING AS
RECORDED IN PLAT BOOK 89, PAGE 34 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
AND A PORTION OF NORTHWEST 1/4 OF SECTION 03, TOWNSHIP 20 SOUTH, RANGE 31 EAST,
SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTHEAST CORNER OF TRACT D OF THE PLAT ENTITLED KINGS CROSSING AS
RECORDED IN PLAT BOOK 89, PAGE 34 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
AND THE SOUTH RIGHT OF WAY LINE OF STATE ROAD 46 AS SHOWN ON THE STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION RIGHT OF MAP SECTION 77161— 4073551 AND SECTION
7704-109; THENCE NORTH 89'52'47" EAST ALONG SAID SOUTH RIGHT OF WAY 7.50 FEET; THENCE
SOUTH 00'07'12" EAST FOR 50.00 FEET; THENCE SOUTH 89'52'47" WEST FOR 15.00 FEET; THENCE
NORTH 00'07'12" WEST FOR 50.00 FEET TO INTERSECT THE AFORESAID SOUTH RIGHT OF WAY LINE;
THENCE NORTH 89'52'47" EAST ALONG SAID SOUTH RIGHT OF WAY LINE FOR 7.50 FEET TO THE
POINT OF BEGINNING.
CONTAINING 750 SQUARE FEET OR 0.0172 ACRES, MORE OR LESS.
NOTE: THE GEOMETRY PERTAINING TO THE PARCEL OF LAND BEING DESCRIBED HEREIN (THE DESCRIPTION)
IS SOLELY BASED UPON THE GEOMETRY AS DESCRIBED ON THE RECORDED DOCUMENTS AS NOTED HEREON AND
IS SUBJECT TO AN ACCURATE FIELD BOUNDARY SURVEY.
PREPARED FOR: KINGS RETAIL, LP CERTIFIED AS TO SKETCH AND LEGAL DESCRIPTION
SKETCH AND LEGAL DESCRIPTION OR THE COPIES
SKETCH AND LEGAL DESCRIPTION— UTILITY EASEMENT 2 THEREOF ARE NOT VALID WITHOUT THE
SIGNATURE AND ORIGINAL RAISED SEAL OF A
SCALE: 1"=60' DRAWN: JLW CHECKED: JLW COUNTY: SEMINOLE FLORIDA LICENSED SURVEYOR AND MAPPER
JOB N0. DATE: SECTION: TOWNSHIP: RANGE:
FLORIDA CERTIFICATE OF AUTHORIZATION No. 7345
2980031 1 10/09/23 1 03 20S 31E
Di"teliy signm by JOHN L v A '
CIVIL ENGINEERING 2300 CURLEW ROAD STE 201 JOHN L WABY DMCN40HNL I0000
EnOCN=Jr-A074100000-0O18AF568]]FC000OF4P1,
LAND PLANNING PALM HARBOR, FLORIDA O=AVID GROUP, C=US
Date 2023 10 09 15'43'26-0490'
TRAFFIC/TRANSPORTATION 34683
ENVIRONMENTAL SCIENCES PHONE (727) 789-9500
SURVEYING FAX (727) 784-6662
GROUP® GIS AVIDGROUP.COM JOHN L. WABY, PROFESSIONAL ^LAND _SURVEYOR
SHEET 1 of 2
THIS IS NOT A SURVEY
°'
N89'52'48"E 293.13'
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0 °m° N =15.00' ARC ; 23.56' A=90'00'04"
O D
0� N CB=N44'52 46 E CH=21.21
EAST
(F) =
Orn Oct)rnz
O
FLORIDA DEPARTMENT
�N
oZ
ON
.. EASTERN RIGHT OF WAY LINE
v
TRACT C
Nn�
EAST LAKE MARY BLVD PB 89, PAGE 34
LICENSED BUSINESS
N22'25'02"E
NUMBER
N =
_OOX
cm
00
CA
(In
POC
\��
UTILITY EASEMENT 1
PLAT
SOUTHWESTER NMOST
*W
CORNER TRACT C
§ <<
PB 89, PAGE 34
F�o
N44°07'53"W
POINT OF COMMENCEMENT
22.46' S89'52'48"W 292.52'
I- N
0
�i
0
J
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I�w O
O
00y
SII
�N
=N
IID
NII
-O
O
S00'07' 16"E
2.20'
WESTERN LINE TRACT B
2
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LA
Q
SOUTHWESTERNMOS
CORNER TRACT B
PB 89, PAGE 34
PREPARED FOR:
L4TRACT B
PB 89, PAGE 34
S89'52'48"W (F) 664.80' (F) 0/A
O
o UTILITY EASEMENT 1
N
O
O
O
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O O
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0
30 60 12G
LINE
SCALE: 1 " = 60'
GRAPHIC SCALE IN FEET
ABBREVIATIONS
(C)=
LEGEND
CALCULATED DATA
E =
EAST
(F) =
FIELD MEASURE
FDOT =
FLORIDA DEPARTMENT
RADIUS
OF TRANSPORTATION
FT =
FEET
LB =
LICENSED BUSINESS
N22'25'02"E
NUMBER
N =
NORTH
ORB =
OFFICIAL RECORDS BOOK
0/A =
OVERALL
(P) =
PLAT
PB =
PLAT BOOK
PG =
PAGE
POB =
POINT OF BEGINNING
POC =
POINT OF COMMENCEMENT
RNG =
RANGE
R/W =
RIGHT OF WAY
S=
SOUTH
SEC =
SECTION
SQ =
SQUARE
S.R. =
STATE ROAD
TWP =
TOWNSHIP
W =
WEST
XX'=
DEGREES
XX' =
MINUTES (BEARINGS)
XX" =
SECONDS (BEARINGS)
XX' =
FEET (DISTANCES)
R =
RADIUS
ARC =
ARC LENGTH
CH=
CHORD
ro —
runon oreou.ic
LINE TABLE
Q = CENTRAL ANGLE
LINE
BEARING
LENGTH
L1
N89'51'50"E
28.79'
CURVE TABLE
L2
N00'11'47"W
13.00'
CURVE
RADIUS
CENTRAL
A
LENGTHBEARING
CHORD
L3
N22'25'02"E
7.03'
Cl
778.53'
8'10'57"
111.18'
SO4'1 2'24"E
111.09'
L4
N89'49'10"E
12.24'
C2
778.53'
1'00'18"
13.65'
N08'48'01"W
13.65'
L5
S00'05'19"E
33.01'
7'18'46"
99.37'
N12'57'33"W
99.30'
L6
S89'52'26"W
41.63'
�37/53'
35'
3'29'25"
62.22'
1 N18'22'14"W
1 62.21'
KINGS RETAIL, LP
SKETCH AND LEGAL DESCRIPTION- UTILITY EASEMENT 1
NOTES: THIS LEGAL DESCRIPTION AND SKETCH WAS PREPARED WITHOUT THE
BENEFIT OF A TITLE POLICY. THERE MAY BE ADDITIONAL RESTRICTIONS AFFECTING
THIS THAT MAY BEA, ,Q OF
BEAR NGSPERTY ARE BASED UPON THE EADST RIGHT OFIN THEBLIC WAYRDS LINE ROF EEASTHIS LA EO MARY BLVD
BEING N 00'07'16"W AND IS SHOWN ON THIS SKETCH
CROUP® SEE SHEET 1 OF 2 FOR LEGAL DESCRIPTION, SHEET 2 OF2 FOR SKETCH AND LEGEND.
SHEET 2 of
1810 IJ INV I
h JVRVG I
FDOT R/W MAP 77161-407355-1
P 0 B FDOT R/W MAP 7704-109
UTILITY EASEMENT 2 SR 46 R/W VARIES
o
3o so 12
NORTHEAST
N
CORNER TRACT D BASES OF BEARINGS
1521.88' (,F) 0/A COO89, N89'52'47"E
N89 -52'47'E
PAGE 34
(F) 47.25 SOUTH
R/W LINE
SCALE: 1" = so'
520.32
150.34' GRAPHIC SCALE IN FEET
7.5 .50 R=39.00'
ARC=1
1.27'
N00°07' 12"W U, =16'33'27"
t
50,00' 0 CB=S08*06'23"W
00 CH=11.23'
UTILITY EASEMENT 2 �o
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00
S89°52'47"W N o
15.00' m J
zo
ABBREVIATIONS
LEGEND
0
N O
0o � O W
(C) =
CALCULATED DATA
m oo
q °' �! m
E =
EAST
Ln
N
(F) =
FIELD MEASURE
41 cn
v
FDOT =
FLORIDA DEPARTMENT
cn
N
OF TRANSPORTATION
FT =
FEET
TRACT D
LB =
LICENSED BUSINESS
PB 89, PAGE 34
N =
NUMBER
NORTH
o
co —I
ORB =
OFFICIAL RECORDS BOOK
W 70
R=25.00' ARC=39.27' 0 0
0/A =
(P) =
OVERALL
PLAT
0=90'00'00"
PB =
PLAT BOOK
CB=N44'52'48"E m m
PG =
PAGE
CH=35.36'
POB =
POINT OF BEGINNING
POC =
POINT OF COMMENCEMENT
RNG =
RANGE
R/W =
RIGHT OF WAY
N89°52'48"E 125.34'
S =
SOUTH
SEC =
SECTION
TRACT B
SQ =
SQUARE
PB 89, PAGE 34
S.R. =
STATE ROAD
TWP =
TOWNSHIP
W =
WEST
S89'52'47"W 204.29'
XX'=
DEGREES
XX' =
MINUTES (BEARINGS)
c/)
XX" =
SECONDS (BEARINGS)
p
R=30.00' ARC= .09'
XX' =
FEET (DISTANCES)
� o
TRACT E A=15'26 47
R=
RADIUS
PB 89, PAGE 34 CB=N82'23'49"W
ARC =
ARC LENGTH
_v
0 N
CH=8.06'
CH =
CHORD
m
CB =
CHORD BEARING
Q =
CENTRAL ANGLE
PREPARED FOR: KINGS RETAIL, LP I
SKETCH AND LEGAL DESCRIPTION- UTILITY EASEMENT 2
NOTES: THIS LEGAL DESCRIPTION AND SKETCH WAS PREPARED WITHOUT THE
TITLEBENEFIT OF A
q �Q TTHS PR PE TYTHATMAIYYBE FOUND MAY
ADDITIONAL
AFFECTING
THIS COUNTY.
BEARINGS ARE BASED UPON THE SOUTH RIGHT OF WAY OF SR 46 BEING N 89'52'47"E
CROUP° AND IS SHOWN ON THIS SKETCH
SEE SHEET 1 OF 2 FOR LEGAL DESCRIPTION, SHEET 2 OF 2 FOR SKETCH AND LEGEND,
SHEET 2 of 2