594 Riverbend Village Utility EasementPrepared by: Dwight Saathoff
7575 Dr. Phillips Blvd. Suite 265
Orlando, FL 32819
Return to: City of Sanford, Utility Department,
City Hall, PO. Box 1788
Sanford, FL 32772
GRANT MALOY, SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
CFN# 2019062931 Bk:9373 Page: 1002-1005 (4Pgs)
REC: 06/13/2019 2:45:46 PM by hdevore
RECORDING FEES $35.50
GRANT OF EXCLUSIVE CITY SERVICES EASEMENT (CORPORATE
American Land Investments of
THIS INDENTURE, made this 13th day of May 2019 between Cameron Avenue, LLC whose address
is 7575 Dr. Phillips Blvd. Suite 265 County of Orange , and State of Florida , party of the
first part, and the CITY 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 party
of the second part, receipt whereof is hereby acknowledged, grants and conveys to party of the second part, its successors, assigns,
licensees, an exclusive perpetual easement, as described and illustrated below, which is to be under, upon, and across the
Easement area of the property situated in or near the City of Sanford, Seminole County, Florida, more particularly
described as: (See Attached Exhibit "A" - Legal Description and Exhibit "13" - Drawing)
*Also known as Riverbend Vilage G , Sanford, Florida*
(Property Address or Development Tract)
(Seminole County Parcel No(s). 33-19-31-300-139A-0000 )
33-19-31-300-129A-0000
for city services, including but not limited to, city owned utilities, hereafter on said property, such easement to include the right of free
ingress and egress over and across said property for the purposes of constructing, installing, and maintaining said facilities.
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
part shall have the right to use the area subject to the easement granted hereby (the "Easement Area"), including without limitation for
parking areas, driveways, and landscaping, which are not inconsistent with the use of the Easement Area by the party of the second part for
the purposes granted hereby.
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
consent of the party of the second part. If the party of the second part disturbs any landscaping or improvements within the easement area,
the party of the second part shall restore such landscaping or improvements.
IN WITNESS WHEREOF, the parties of the first part hereunto set their hands and seals on the day and year first above written.
SIGNED, SEALED, AND DELIVERED IN THE PRESENCE OF:
GRANTOR:
-- By: American Land Investments of Cameron Avenue, LLC
itness Sig ature)
rinted Name:
1
(Second Witness Si �M
Printed Name: ,L I ,,-t _ E t t.4
STATE OF COUNTY OF
This instrument was
Manager
acknowledged before me on the
of American Land Investments
a Florida limited liability company
By: American Land
By:
Address:
its
7575 Dr. Phillips Bl
Orlando, FL 32819
of Central Florida, LLC
comp, its s e member
ager
Suite 265
t ,,'—day of May 2019 , by Dwight Saathoff the
of C ntral Florida, LLC `x'ho is er 11 kn
as identification.
(Notarial Seal) =Anderson te of FloridaersonG 182816bt22
' •.fV
F sa A" y own to me or who provided
(am Public in an for the State of
PrintedName �I
Exhibit A
LEGAL DESCRIPTION
THIS IS NOT A SURVEY
LEGAL DESCRIPTION
A PARCEL OF LAND LYING IN SECTION 33. TOWNSHIP 19 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY,
FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS.
BEGIN AT THE SOUTHWEST CORNER OF APALACHICOLA LANE ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 83, PAGE 31 THROUGH 38 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY,
FLORIDA; THENCE RUN NORTH 89 39'12" EAST ALONG THE SOUTH LINE OF APALACHICOLA LANE OF
SAID PLAT FOR A DISTANCE OF 50.00 FEET,• THENCE DEPARTING SAID SOUTH LINE RUN SOUTH
00 21'08" EAST FOR A DISTANCE OF 378.73 FEET, THENCE RUN SOUTH 893855" WEST FOR A
DISTANCE OF 50.00 FEET TO A POINT ON A NON -TANGENT CURVE, CONCAVE SOUTHWESTERLY
HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 895920" WITH A CHORD BEARING OF
NORTH 45'21'25" WEST, AND A CHORD LENGTH OF 35.35 FEET; THENCE RUN NORTHWESTERLY ALONG
THE ARC OF SAID CURVE FOR A DISTANCE OF 39.27 FEET TO A POINT OF TANGENCY,• THENCE RUN
SOUTH 89 3855" WEST FOR A DISTANCE OF 8.93 FEET TO A POINT OF CURVATURE OF A CURVE,
CONCAVE NORTHEASTERLY HAVING A RADIUS OF 526.00 FEET AND A CENTRAL ANGLE OF 07131'41"
WITH A CHORD BEARING OF NORTH 86-35'14- WEST, AND A CHORD LENGTH OF 69.06 FEET,• THENCE
RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE FOR A DISTANCE OF 69.11 FEET TO A POINT
OF TANGENCY; THENCE RUN NORTH 82'4924" WEST FOR A DISTANCE OF 9.47 FEET TO A POINT OF
CURVATURE OF A CURVE, CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 437.20 FEET AND A
CENTRAL ANGLE OF 07'3051" WITH A CHORD BEARING OF NORTH 863527" WEST, AND A CHORD
LENGTH OF 57.30 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE FOR A
DISTANCE OF 57.34 FEET TO A POINT ON A NON -TANGENT LINE, ALSO BEING A POINT ON THE EAST
LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 33, THENCE RUN
NORTH 00 21'04" WEST ALONG SAID EAST LINE FOR A DISTANCE OF 50.00 FEET TO A POINT ON A
NON -TANGENT CURVE, CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 487.20 FEET AND A
CENTRAL ANGLE OF 0730'56" WITH A CHORD BEARING OF SOUTH 8673525" EAST, AND A CHORD
LENGTH OF 63.86 FEET; THENCE DEPARTING SAID EAST LINE RUN SOUTHEASTERLY ALONG THE ARC
OF SAID CURVE FOR A DISTANCE OF 63.91 FEET TO POINT OF TANGENCY; THENCE RUN SOUTH
82'49'24 WEST FOR A DISTANCE OF 9.47 FEET TO A POINT OF CURVATURE OF A CURVE, CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 476.00 FEET AND A CENTRAL ANGLE OF 0731'41" WITH A
CHORD BEARING OF SOUTH 8635'14" EAST, AND A CHORD LENGTH OF 62.50 FEET; THENCE RUN
SOUTHEASTERLY ALONG THE ARC OF SAID CURVE FOR A DISTANCE OF 62.54 FEET TO A POINT OF
TANGENCY; THENCE RUN NORTH 893855" EAST FOR A DISTANCE OF 8.93 FEET TO A POINT OF
CURVATURE OF A CURVE, CONCAVE NORTHWESTERLY HAVING A RADIUS OF 25.00 FEET AND A
CENTRAL ANGLE OF 90 00'00" WITH A CHORD BEARING OF NORTH 44 38'55" EAST, AND A CHORD
LENGTH OF 35.36 FEET, THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE FOR A
DISTANCE OF 39.27 FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 0021'09" WEST FOR A
DISTANCE OF 278.74 FEET TO THE POINT OF BEGINNING.
CONTAINING 27,697 SQUARE FEET, OR 0.64 ACRES MORE OR LESS.
(ALLEN'
COMPANY
I
16 East Plant Street
M81ter Co* Flaw 341871( 407 ) 654-5355
SHEET 1 OF 2
SEE SHEET 2 OF 2 FOR
SKETCH OF DESCRIPTION
SURVEYOR'S NOTES:
1. THIS SKETCH IS NOT VALID UNLESS SIGNED AND SEALED WITH AN EMBOSSED SURVEYOR'S SEAL
2. BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON EAST LINE OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4.
SECTION 33, TOWNSHIP 19 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA, BEING NORTH 00'21'04" WEST.
3. THE LEGAL DESCRIPTION WAS PREPARED WITHOUT BENEFIT OF TITLE.
4. THE RECORDING INFORMATION SHOWN HEREON WAS OBTAINED FROM THE SEMINOLE COUNTY PUBLIC ACCESS SYSTEM.
5. DELINEATION OF THE LANDS SHOWN HEREON ARE AS PER THE CLIENT'S INSTRUCTIONS.
JOB NO 20190110 MR FOR THE LICENSED BUSINESS # 6723 BY:
CALCULATED BY:
DATE: 3/14/19 DRAWN BY: MH/MR
SCALE- 1"=60 CHECKED BY: MR
FIELD BY: N/A JAMES L RICKMAN P.S.M. # 5633 ,
SKETCH OF DESCRIPTION
THIS IS NOT A SURVEY
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2. BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON EAST LINE OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1
SECTION 33, TOWNSHIP 19 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA, BEING NORTH 00'21'04" WEST.
3. THE LEGAL DESCRIPTION WAS PREPARED WITHOUT BENEFIT OF TITLE.
4. THE RECORDING INFORMATION SHOWN HEREON WAS OBTAINED FROM THE SEMINOLE COUNTY PUBLIC ACCESS SYSTEM.
5. DELINEATION OF THE LANDS SHOWN HEREON ARE AS PER THE CLIENT'S INSTRUCTIONS.
JOB NO
NORTH LINE OF THE
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POINT OF BEGINNING
3/14/19
SW CORNER OF
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APACHICOLA LANE
NORTHEAST 1/4,
SECTION 33-19-31
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2. BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON EAST LINE OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1
SECTION 33, TOWNSHIP 19 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA, BEING NORTH 00'21'04" WEST.
3. THE LEGAL DESCRIPTION WAS PREPARED WITHOUT BENEFIT OF TITLE.
4. THE RECORDING INFORMATION SHOWN HEREON WAS OBTAINED FROM THE SEMINOLE COUNTY PUBLIC ACCESS SYSTEM.
5. DELINEATION OF THE LANDS SHOWN HEREON ARE AS PER THE CLIENT'S INSTRUCTIONS.
JOB NO
NORTH LINE OF THE
DATE
3/14/19
SOUTHWEST 1/4 OF THE
1"=60'
FIELD By:
NORTHEAST 1/4,
SECTION 33-19-31
QUIT CLAIM DEED
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NOT PLATTED
ill=
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GRAPHIC SCALE
0 30 60 120
I. THIS SKETCH IS NOT VALID UNLESS SIGNED AND SEALED WITH AN EMBOSSED SURVEYOR'S SEAL.
2. BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON EAST LINE OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1
SECTION 33, TOWNSHIP 19 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA, BEING NORTH 00'21'04" WEST.
3. THE LEGAL DESCRIPTION WAS PREPARED WITHOUT BENEFIT OF TITLE.
4. THE RECORDING INFORMATION SHOWN HEREON WAS OBTAINED FROM THE SEMINOLE COUNTY PUBLIC ACCESS SYSTEM.
5. DELINEATION OF THE LANDS SHOWN HEREON ARE AS PER THE CLIENT'S INSTRUCTIONS.
JOB NO
20190110
DATE
3/14/19
SCALE:
1"=60'
FIELD By:
N/A
CALCULATED BY: MR
DRAWN BY: MH/MR
CHECKED BY: EJ
SHEET 2 OF 3
SEE SHEET I OF 2 FOR
LEGAL DESGRIPT/ON
LINE & CURVE TABLES
THIS IS NOT A SURVEY
AA
4117001041N,
AL L EI;
COMPANY
16 East Plant Street
Mister Go* Florida 3087 ( 407 ) 654-5355
LEGEND:
SEARING I CHORC
'25"W 35.35'
'14"W 69.06'
'27"W 57.30'
'25"E 63.86'
'14"E62.50'
Irr"c-
P•B•
LINE TABLE
LINEWo�
CURVE
L1L2L3L4L5l6
OFFICIAL RECORDS BOOK
RADIUS
C1
89'59'20"
_LENGTH
39.27'
25.00'
C2
7'31'41"
69.11'
526.00'
C3
LEGEND:
SEARING I CHORC
'25"W 35.35'
'14"W 69.06'
'27"W 57.30'
'25"E 63.86'
'14"E62.50'
Irr"c-
P•B•
PLAT BOOK
CURVE TABLE
CURVE
DELTA
OFFICIAL RECORDS BOOK
RADIUS
C1
89'59'20"
_LENGTH
39.27'
25.00'
C2
7'31'41"
69.11'
526.00'
C3
7'30'51"
57.34'
437.20'
C4
7'30'56"
63.91'
487.20'
C5
7.31'41"
62.54'
476.00'
C6
sn•nn'nn"
z0')-7'
.,c -1
LEGEND:
SEARING I CHORC
'25"W 35.35'
'14"W 69.06'
'27"W 57.30'
'25"E 63.86'
'14"E62.50'
Irr"c-
P•B•
PLAT BOOK
PG(S).
PAGES
O.R.
OFFICIAL RECORDS BOOK
P.C.
POINT OF CURVATURE
P. T
POINT OF TANGENCY
N.T.
NON—TANGENT
SURVEYOR'S NOTES:
1. THIS SKETCH IS NOT VALID UNLESS SIGNED AND SEALED WITH AN EMBOSSED SURVEYOR'S SEAL.
2. BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON EAST LINE OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1,
SECTION 33, TOWNSHIP 19 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FL
3. THE LEGAL DESCRIPTION WAS PREPARED WITHOUT BENEFIT OF TITLE, ORIDA, BEING NORTH 0021'04" WEST.
4. THE RECORDING INFORMATION SHOWN HEREON WAS OBTAINED FROM THE SEMINOLE COUNTY PUBLIC ACCESS SYSTEM.
5. DELINEATION OF THE LANDS SHOWN HEREON ARE AS PER THE CLIENT'S INSTRUCTIONS.
JOB N0.
20190110
DATE-
3/14/19
SCALE:
1"=60'
FIELD By:
N/A
CALCULATED BY: MR
DRAWN BY: MH/MR
CHECKED BY: MR
SHEET 3 OF 3
SEE SHEET 1 OF 2 FOR
LEGAL DESCR/P770N