HomeMy WebLinkAbout05.e.08 GOE - Saratoga Springs - Feed Mill Rd S 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
GRANT OF EASEMENT
Parcel No.: 31-05-26-014455-000-00
Project Name: Saratoga Springs
LAMPA Transmission Mains
(Feed Mill Road-South)
THIS INDENTURE, made this l day of -6 `i ,A.D. 2025,BETWEEN
SARATOGA SAGEBROOK,LLC, a Delaware limited liability company,whose mailing address is 11700
Plaza America Drive, Suite 500, Reston, Virginia 20190, hereinafter called GRANTOR, and CLAY
COUNTY UTILITY AUTHORITY,an independent special district and political subdivision of the State
of Florida, existing and created under Chapter 94-491, Laws of Florida, Special Acts of 1994, whose
business address is 3176 Old Jennings Road, Middleburg, Florida 32068-3907, hereinafter called
GRANTEE.
WITNESSETH: That GRANTOR,for and in consideration of the sum of Ten Dollars($10.00)and
other good and valuable consideration to them in hand paid by GRANTEE, the receipt whereof is hereby
acknowledged, has granted, bargained, sold and conveyed to the GRANTEE, its successors and assigns
forever a non-exclusive right-of-way and easement with the right, privilege and authority to said
GRANTEE, its successors and assigns,to construct,operate, lay,remove,maintain,improve and/or repair
associated underground equipment for existing and future water, wastewater, and/or reclaimed water
utilities, any or all, on, along, over, through, across or under the following described land, situate in Clay
County, Florida, to-wit(the "Easement Area"):
See EXHIBIT"A", attached hereto and by reference made a part hereof.
TOGETHER,with the right of said GRANTEE,its successors and assigns,of ingress and egress,to
and over the Easement Area, and for doing anything necessary or useful or convenient upon, over, under
Easement Area, together also with the right and easements, privileges and appurtenances in and to the
Easement Area which may be required for the enjoyment of the rights herein granted. GRANTOR does
hereby fully warrant the title to the grant of the Easements described herein and will defend the same against
the lawful claims of all persons claiming by, through or under GRANTOR but against none other, and
subject to covenants,restrictions, easements, and other matters of record,any matter that would be disclosed
by an accurate and complete survey of the Easement Area, and taxes and assessments for 2024 and
subsequent years;provided,however,this reference shall not operate to reimpose the same.
GRANTOR,for itself and its successors and assigns,hereby reserves the right to use the Easement
Area for any lawful purpose not inconsistent with the grants, agreements, and covenants created hereby,
including,but not limited to(i)the right to grant easements and licenses to others over,across,and under the
Easement Area so long as such grants do not unreasonably interfere with the GRANTEE's rights hereunder,
and (ii) the right to construct and install improvements in the Easement Area that do not unreasonably
interfere with the GRANTEE's rights hereunder,including,but not limited to,horizontal improvements such
as landscaping,paving, driveways, entrances, and sidewalks.
GRANTEE shall maintain, in good condition and repair, at its sole cost and expense, all
improvements it constructs or installs within the Easement Area.
If GRANTEE causes any damage to GRANTOR's property,GRANTEE shall,at GRANTEE's sole
cost and expense,promptly and fully repair and restore the ground surface and any improvements located on
GRANTOR's property to approximately the same condition as said ground surface existed prior to such
damage, as is reasonably practical under the circumstances.
GRANTOR reserves the right from time to time to relocate the Easement Area to another location
within GRANTOR's property; provided, however, that (1) such relocation provides to GRANTEE
substantially the same benefits and nse provided by the initial Easement Area and that GRANTOR notifies
GRANTEE in advance of such relocation;(2)any relocation of GRANTEE's utility facilities shall be at no
cost to GRANTEE;(3)the improvements-that are relocated,replaced,or substituted shall be installed and/or
constructed in manner that allows for continuous operations of the utility service, in accordance with all
then applicable laws and regulations and shall be of approximately the same size, capacity, quality,
character, and use as existed immediately prior to such relocation, replacement, or substitution; and (4)
GRANTEE shall be provided with a(2).two-year maintenance warranty guaranteeing said improvements
against faulty workmanship and materials.. GRANTOR and GRANTEE agree to work collaboratively and to
reasonably cooperate with each other in accommodating any such relocation for the ultimate benefit of both
parties.
Up to the maximum limits of GRANTEE's liability in tort pursuant to s.;768.28,Florida Statutes,or
any successor statute thereto, GRANTEE shall indemnify, defend, and hold Grantor harmless from and
against all claims, liabilities, and expenses (including reasonable attorneys' fees) relating to accidents,
injuries,loss, or damage of or to any person or property arising directly from the negligence or intentional
misconduct of GRANTEE or others acting on behalf of GRANTEE in connection with their use of the
Easement Area;provided further,however,the foregoing shall not apply to the extent any claims,liabilities,
and expenses are caused by the negligence, gross negligence or intentional misconduct on the part of the
GRANTOR or others acting on behalf of GRANTOR. GRANTEE and each of its contractors,
subcontractors, consultants, or agents performing any work on behalf of GRANTEE shall procure and
maintain adequate insurance coverage. To the extent any construction lien is recorded against the Easement
Area, or against any of the GRANTOR's parent parcels within which the Easement Area is located, in
connection with the construction or maintenance of the facilities described in this easement, GRANTEE
shall discharge or bond off the same within ten(10) days of notice of such lien.
IN WITNESS WHEREOF, the said GRANTOR has caused this instrument to be executed in its
name by its authorized officer(s) the day and year first above written.
[Signatures Begin Next Page]
Signed and Sealed in our Presence: GRANTOR:
SARATOGA SAGEBROOK,LLC,
a Delaware limited liability company,
Witness: By Q� (Seal)
Print Name: 5�� �,,,1 �� f jn. Daniel D:Malzahn, Chief Executive Officer
Address: i/w70 ftf4a1 Ay,,cn,t et 1Jr,. Address: /6'00 0/474 A'pi rn,'r et pf S - 5 60
sty. Ste VA- 20/qo A-tsKnr, V4 20 / 9c)
Witness .
Print Name: ilia /'�wr.rk r
Address: //74 So..7.e, nni L Ir. Sc.•f,� S�
sc- V4 " ,2 e/90
STATE OF VIRGINIA
COUNTY OF FAIRFAX
The foregoing instrument was acknowledged before me by means of 0 physical presence or ❑
online notarization,this 1.0) day of Rion/ay-Li ,2025;by DANIEL D.MALZAHN,as CHIEF
EXECUTIVE OFFICER of SARATOGA SAGEBRbOK,LLC,a Delaware limited liability company,
who is personally known to me or has produced Lam. I liters L(c
, as identification:
Betty Cadge,Perea Print Name: Fcre�
f Cormsornraatih of Virginia Address: Ina) 'A♦ Arti,vice, Pie StD
i• r IS
Notary Public
' '' Commission No.8099675 VS11,11 VW 2-0 i 0
My Commission Expires Apri1 30,2027
NotaryPublic in and for the
County and State Aforesaid
My Commission Expires:
ETni SURVEYING&M AP P I N G 14775 Old St.Augustine Road,Jacksonville,Florida 32258
etminc.com 1904.642.8550
December 27, 2024 Work Order No.24-028.00
Page 1 of 2 File No. 130B-14.00J
Utility Easement No. 1
A portion of Section 36, Township 5 South, Range 25 East, Clay County, Florida, being more
particularly described as follows:
For a Point of Reference, commence at the Northwest corner of Section 1, Township 6 South,Range
25 East; thence North 89°29'14"East, along the Northerly line of said Section 1, said line also being
the Southerly line of Parcel A, as described and recorded in Official Records Book 1863, page 1745,
of the Public Records of said county, 90.02 feet to the Point of Beginning.
From said Point of Beginning, thence North 00°45'58" East, departing last said line, 543.03 feet
to a point on a non-tangent curve concave Easterly having a radius of 1489.18 feet; thence
Northerly along the arc of said curve,through a central angle of 31°37'42",an arc length of 822.06
feet to a point on said curve, said arc being subtended by a chord bearing and distance of North
16°34'17" East, 811.66 feet; thence Northerly along the arc of a non-tangent curve concave
Westerly having a radius of 1569.84 feet, through a central angle of 55°49'14", an arc length of
1529.42 feet to a point on said curve, said arc being subtended by a chord bearing and distance of
North 04°29'O1"East, 1469.65 feet;thence South 64°59'52"West,along a non-tangent line,94.66
feet; thence North 72°51'54" West, 119.98 feet to a point lying on the Southeasterly right of way
line of Cathedral Oak Parkway, a variable width right of way as depicted on Cathedral Oak
Parkway Phase 1 Second Replat, recorded in Plat Book 73, pages 6 through 14, of said Public
Records; thence Northeasterly along said Southeasterly right of way line and along the arc of a
non-tangent curve concave Northwesterly having a radius of 2380.00 feet,through a central angle
of 00°01'29", an arc length of 1.02 feet to the point of tangency of said curve, said arc being
subtended by a chord bearing and distance of North 59°14'29" East, 1.02 feet; thence North
59°13'45" East,continuing along said Southeasterly right of way line, 31.32 feet; thence South
72°51'54" East, departing said Southeasterly right of way line, 89.06 feet to a point lying on the
Southeasterly line of Tract "B", Cathedral Oak Parkway Phase 1 Replat, recorded in Plat Book 71,
pages 22 through 25,of said Public Records;thence North 64°59'52"East, along said Southeasterly
line, 92.00 feet to an angle point; thence North 24°59'20" West, along the Northeasterly line of
said Tract"B", a distance of 23.50 feet to a point on a non-tangent curve concave Easterly having
a radius of 59.72 feet; thence Northerly continuing along said Northeasterly line and along the arc
of said curve, through a central angle of 25°13'28", an arc length of 26.29 feet to a point on said
curve, said arc being subtended by a chord bearing and distance of North 12°18'57" West, 26.08
feet; thence Southeasterly departing said Northeasterly line and along the arc of a non-tangent
curve concave Southwesterly having a radius of 1582.00 feet,through a central angle of 02°01'24",
an arc length of 55.87 feet to a point on said curve, said arc being subtended by a chord bearing
and distance of South 25°03'58" East, 55.86 feet; thence North 20°44'07" East, along a non-
tangent line, 93.23 feet; thence North 30°46'15" West, 24.77 feet to a point lying on said
Southeasterly right of way line; thence North 59°13'45" East, along said Southeasterly right of
way line, 60.06 feet;thence South 20°44'07"West, departing said Southeasterly right of way line,
174.09 feet to a point on a non-tangent curve concave Westerly having a radius of 1582.00 feet;
Jacksonville I Orlando I Ormond Beach
fAi )
J
December 27,2024 Work Order No.24-028.00
Page 2 of 2 File No. 130B-14.00J
Utility Easement No. 1 (continued)
thence Southerly along the arc of said curve, through a central angle of 55°30'19", an arc length
of 1532.56 feet to a point of reverse curvature, said arc being subtended by a chord bearing and
distance of South 04°37'53"West, 1473.33 feet;thence Southerly along the arc of a curve concave
Easterly having a radius of 1478.00 feet, through a central angle of 31°37'04", an arc length of
815.61 feet to the point of tangency of said curve, said arc being subtended by a chord bearing and
distance of South 16°34'30" West, 805.30 feet; thence South 00°45'58" West, 542.76 feet to a
point lying on said Northerly line of Section 1;thence South 89°29'14"West,along said Northerly
line, 12.00 feet to the Point of Beginning.
Containing acres,0.99 more or less.
ETM SURVEYING&MAPPING
1
SKETCH TO ACCOMPANY DESCRIPTION OF
A PORTION OF SECTION 36, TOWNSHIP 5 SOUTH, RANGE 25
EAST, CLAY COUNTY, FLORIDA,
BEING MORE PARTICULARLY DESCRIBED IN SEPARATE ATTACHMENT.
r•-•-•-•-•-•-•-•-•-, /j--.
1 �i-1.' ,--
.
CATHEDRAL OAK PARKWAY I gip`
(VARIABLE WIDTH R/W) -''' I
Ii f
•--��SHEET 4
-- I, L._._ _.J
___
--___
_ SEE
Ii
SHEET 3
I I
, t .
I I PARCEL A
H
L — — —-— — —'—•d O.R.B. 186
PAGE 17453,
I SEE I
I SHEET 2 I
I I
I0 3O` 600 I° I UTILITY
GRAPH/C SCALE/N FEET I EASEMENT No. I
/'=600' I 0.99 ACRES±
I I
N8929'14"E 90.02'm Sly LINE OF PARCEL A
1• `rE
LEGEND: I c*o SECTION 36
O.R.B. OFFICIAL RECORDS BOOK ? TOWNSHIP 5 SOUTH
PC POINT OF CURVATURE I `s RANGE 25 EAST
PT POINT OF TANGENCY 1
POC POINT ON CURVE L—
PRC POINT OF REVERSE CURVATURE SECTION'1
R RADIUS I O i. II TOWNSHIP 6 SOUTH
a CENTRAL ANGLE y�G� lI RANGE 25 EAST
L ARC LENGTH L._._ If _._._.J .
.CB CHORD BEARINGCH CHORD DISTANCE POINT OF I POINT OF N.ly LINE OF SECTION 1
CCUA CLAY COUNTY UTILITY AUTHORITY REFERENCE iI BEGINNING
NW CORNER II
SHEET 1 OF 4 OF SECTION 1 ii
II
GENERAL NOTES:
1) THIS IS NOT A SURVEY. 1
2) BEARINGS BASED ON THE NORTHERLY LINE OF
SECTION 1 AS BEING NORTH 8929'14' EAST.
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED
USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS
DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE
ETmTrusted SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
Advisors,
Creating .. Digitally signed by
Bob Pittman PSM
SURVEYING& MAPPING Community. $ 0.J J. Date:2024.12.31'w"a'.° 09:56:20-05'00'
14775 Old St.Augustine Rd. (904)642-8550
Jacksonville,Florida 32258 www.etrninc.com SCALE: 1`=600' BOB L. PITTMAN
Certificate of Authorization No:LB 3624 DECEMBER 27, 2024 PROFESSIONAL SURVEYOR AND MAPPER
DATE: STATE of FLORIDA PSM No. 4827
ORDER NO.:24-028.00 nix NO.:130B-14.00J DRANK BY.• JMB CAD F7LE: I:\Survey\RMAproj\Sorotogo Springs\Sketch\Saratogo Springs Utility Esmt l.dwg
A PORTION OF SECTION 36, TOWNSHIP 5 SOUTH,' RANGE 25
EAST, CLAY COUNTY, FLORIDA._ .
• MATCHLINE SEE SHEET 3
• R=1569.84'
A=55 49'14" • '
L=1529.42'
CB=N0429'01 E R=1582.00.
CH=1469.65' A=5530'19" ' •
L=1532.56'
• CB=SO4 37'53"W
i 3
Off, CH=1473.33'
O
•
D.B. 32,
PAGE 412 .
SECTION 35 A
TOWNSHIP 5 SOUTH R=1478.00" PARCEL O.R.B. L A
RANGE 25 EAST A=3137'04" PAGE 1745
R=1489.18' ' L=815.61'
d=313T42' CB=S16 34'30"W
L=822.06' CH=805.30'
CB=N16 34'17 E '
CH=811.66'
UTILITY
EASEMENT No. 1
0.99 ACRES±
POC- PT
•
•
N .
h
U
POINT OF ,W 3 •
co REFERENCE •
NW CORNER U
OF SECTION 1 z v0i . rS.ly LINE OF PARCEL A
2' SECTION•36
-y TOWNSHIP 5 SOUTH
`s 1 RANGE 25 EAST
. ,ti 44 SECTION 1
�`—S8929'14" '12.00' TOWNSHIP 6 SOUTH
O�� W_ RANGE 25,EAST
• 4' I I N.ly UNE OF SECTION 1--)
N8929'14"E 90.02'
•
POINT OF
BEGINNING II PROPOSED UTILITY EASEMENT
I I
LEGEND: •
O.R.B. OFFICIAL RECORDS BOOK
PC . POINT OF CURVATURE
PT POINT OF TANGENCY
POC POINT'ON CURVE
PRC POINT OF REVERSE CURVATURE
R RADIUS .
A CENTRAL ANGLE
L ARC LENGTH •
' CB CHORD BEARING .
CH CHORD DISTANCE •
CCUA CLAY COUNTY UTILITY AUTHORITY
Q 100 200 400 PREPARED BY:
SHEET 2 OF 4 ETM SURVEYING MAPPING, INC.
14775 OLD ST. AUGUSTINE ROAD
GRAPHIC SCALE IN FEET JACKSONVILLE.,FL 32258 (904) 642-8550
SEE SHEET 1 FOR GENERAL NOTES. '1'=200' CERTIFICATE OF AUTHORIZATION NO. LB 3624
ORDER NO.:24-028.00 RLE Np.130B-14.00J BRAN'By, JMB CAD RE: I:\Survey\RMAproj\Saratoga Springs\Sketch\Saratoga Springs Utility Esmt 1.dwg
A PORTION OF SECTION 36, TOWNSHIP 5 SOUTH, RANGE 25
EAST, CLAY COUNTY, FLORIDA.
t . . .g gRPCOPk6P�1, ?rk- �)
R P* RI A
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GP' 0 .- P 40 RAP 6' /„
�p0 5 fig,PP :
C /
P�� /
5t_ PARCEL 812
SSE
' ,/ (DRAINAGE EASEMENT)
/ P.B. 73, PAGES 6-14
i
�� I 'o TEMPORARY CONSTRUCTION
' 1 �! -0 0 EASEMENT 719•
��' p5E 2 / O.R.B. 4717, PAGE 1936
—',,/� ROAy 25Zg --
K PPP 5 '/i'S�
CA PLpR Ole 6 j���' S CATHEDRALE 1 AREPLAPARKWAY-"
PLAT BOOK 71,
PAGES 22-25
UTILITY
EASEMENT No. 1
0.99 ACRES± PARCEL A
D.B. 32, O.R.B. 1863,
PAGE 412 PAGE 1745
SECTION 35 SECTION 36
TOWNSHIP 5 SOUTH TOWNSHIP 5 SOUTH
RANGE 25 EAST RANGE 25 EAST
. R=1569.84'
d=55 49'14"
L=1529.42'
CB=N0429'01 E R=1582.00'
CH=1469.65' d=5530'19"
L=1532.56'
CB=SO437 53"W
CH=1473.33'
•
LEGEND:
O.R.B. OFFICIAL RECORDS BOOK MATCHLINE SEE SHEET 2
PC POINT OF CURVATURE
PT POINT OF TANGENCY
POC POINT ON CURVE
PRC POINT OF REVERSE CURVATURE
R RADIUS
d CENTRAL ANGLE
L ARC LENGTH
CB CHORD BEARING
CH CHORD DISTANCE
CCUA CLAY COUNTY UTILITY AUTHORITY
0 100 200 400 PREPARED BY:
I UM SURVEYING & MAPPING, INC.
SHEET 3 OF 4 14775 OLD ST. AUGUSTINE ROAD
GRAPHIC SCALE/N FEET JACKSONVILLE, FL 32258 (904) 642-8550
SEE SHEET 1 FOR GENERAL NOTES. 1'=200' CERTIFICATE OF AUTHORIZATION NO. LB 3624
ORDER NO.:24-028.00 RLE NO.:1308-14.00J DRANK SN LIMB CAD FlLE I:\Survey\RMAproj\Sorotoga Springs\Sketch\Sarotoga Springs Utility Esmt i.dwg
•
A PORTION OF SECTION 36, TOWNSHIP 5 SOUTH, RANGE 25
EAST, CLAY COUNTY, FLORIDA. .
CURVE TABLE
CURVE RADIUS CENTRAL ARC CHORD CHORD
ANGLE LENGTH BEARING DISTANCE
C1 2380.00' 0'0129" 1.02' N59'14'29"E 1.02'
C2 59.72' 25'13'28" 26.29' N12'18'57"W 26.08'
.:
C3 1582.00' 2 01 24" 55.87' S25"03'58"E 55.86'
•
' LINE TABLE '
LINE BEARING LENGTH ,
L1 56439'52"W 94.66'
' L2 N7251'54"W 119.98' . /
L3 N59'13'45E 31.32' ,,e'
L4 S7251'54"E 89.06' .
' L5 N64'59'52"E 92.00' " J�P�
L6 N245920"W 23.50' • , QPR.trl
L7 N20'44'07 E 93.23' ,,' P� RI
0 \��� P�4P�1
L6 N30'46'15"W 24.77' • / LP A
• P �O�\AO- 5�9 SAS 0- ��
• L9 N59'13.45"E 60.06' �/ G ' R �C ; 5 P . .
L10 S20 44'07"W 174.09' .' O saPSBOO`( --'
•
1• iN---___<
i
L9 • 1
-'%- PARCEL 812
- - (DRAINAGE EASEMENT)
/� - ' - P.B. 73, PAGES 6-14
SE.Iy R/W LINE NE.Iy LINE OG-- �-p TEMPORARY CONSTRUCTION
OF CATHEDRAL SE.1 LINE C2 P -�. EASEMENT 719
OAK PARKWAY y C2 v v
-
O.R.B. 4717, PAGE 1936
'PO`
L3 . �- a+ PARCEL A
Cl -' -'- V.
1-5 pOG O.R.B. 1863,
-o PAGE 1745
. „ 1,0G. - o o SECTION 36
P �2 1� �' TOWNSHIP 5 SOUTH
,. RANGE 25 EAST
/Cx UTILITY
y • EASEMENT No. 1
TRACT 'B"
CATHEDRAL OAK PARKWAY �.99 ACRESt
PHASE 1 REPLAT
PLAT BOOK 71, '
• PAGES 22-25
R=1582.00'
R=1569.84' d=55'30'19"
' d=5549'14" L=1532.56'
L=1529.42' CB=SO4 37'53"W
CB=N0429'O1 E CH=1473.33'
CH=1469.65'
LEGEND:• . OFFICIAL RECORDS BOOK MATCHLINE SEE SHEET 3
PC POINT OF CURVATURE
PT POINT OF TANGENCY
POC POINT ON CURVE
' PRC POINT OF REVERSE CURVATURE
R RADIUS
d CENTRAL ANGLE
L ARC LENGTH
CB CHORD BEARING
CH CHORD DISTANCE
CCUA CLAY COUNTY UTIUTY AUTHORITY
0 50 100 200 PREPARED BY:
SHEET 4 OF 4 ETM SURVEYING MAPPING, INC.
14775 OLD'ST. AUGUSTINE ROAD
GRAPH/C SCALE./N FEET JACKSONVILLE FL 32258 (904) 642-8550
SEE SHEET 1 FOR GENERAL NOTES. 1",-. f00' CERTIFICATE OF AUTHORIZATION NO. LB 3624
ORDER NO.:24-028.00 FILE N0.:1308-14.00J DRARN BY.' JMB co FlLe I:\Survey\RMAoroj\Saratoga Springs\Sketch\Saratoga Springs Ulilily Esmt 1.dwg