HomeMy WebLinkAbout05.e.09 GOE - Saratoga Springs - Feed Mill Rd N 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-North)
THIS INDENTURE,made this lu
dayof 4%'' �'*"� A.D.2025 BETWEEN
SRTG DEV OWNER,LLC,a Delaware limited liability company,whose mailing address is 500 Boylston
Street, Suite 2010,Boston,Massachusetts 02116,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.
GRAN TEE 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 use 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 GRAN TEE;(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. GRAN TEE 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:
SRTG DEV OWNER,LLC,
a Delaware limited liability company,
Witness: l�ti t By: -j_z(d1----__ (Seal)
Print Name: A P1/e j el))d Jesse k.Baker,Authorized Signatory
Address: 5 to s.,y16-1-o ,S�. E-a6 f V Address: OQ 76 \)4an, ,, 5'l E 2O in
1� o l� f f}02�(�i� a ct6Lj A �m'Z3,ilG7
( 1 „ ity/ _\._
Witness: �_
Print Name: MAULVA, WL,C_✓lceIA_
Address: 5 00 c)*.. 5-�g.(0`0
COMMONWEALTH OF MASSACHUESETTS
COUNTY OF SUFFOLK
The foregoing instrument was a..c.icnowledged before me by means of/physical presence or ❑
online notarization,this 6tlday of re bruz,c----v , 2025, by JESSE R. BAKER, as
AUTHORIZED SI A RY of SRTG DEV OWNER,LLC, a Delaware limited liability company,
who izfersonallyn to me)
e r has produced
, as identification. -------,
tol➢tiiitiGIII1
e Se,,, .C....,...:.4.,'f, Print Name: S hL —
EPI 21�/2���'• ' Address: 860 0 A Si U1 $ 5T) ao{o
.n .: it (I, •@••: It
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%1— � i Notary Public in and for the
2'• �� ���' •`��; County and State Aforesaid
kY pub, .e*,
',,_10y OF•MAsS......... My Commission Expires: 10/�1 a1 -
ETni SURVEYING&MAPPING 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-14.00K
Utility Easement No.2
A portion of Sections 25, 26 and 36, Township 5 South, Range 25 East, Clay County, Florida, being
more particularly described as follows:
For a Point of Beginning, commence at the Northwest corner of said Section 36; thence South
89°49'51"West, along the Northerly line of Section 35, said township and range, 1288.60 feet to the
Southeasterly corner of those lands described and recorded in Official Records Book 3469,page 215,
of the Public Records of said county; thence North 02°12'22" East, departing said Northerly line of
Section 35 and along the Easterly line of last said lands, 413.76 feet; thence South 87°47'38" East,
departing said Easterly line, 30.00 feet; thence South 02°12'22" West, 382.49 feet; thence North
89°49'51"East, 1347.21 feet;thence North 00°23'50"West,475.82 feet to the point of curvature of a
curve concave Easterly having a radius of 1490.00 feet; thence Northerly along the arc of said curve,
through a central angle of 31°27'36", an arc length of 818.13 feet to a point of reverse curvature, said
arc being subtended by a chord bearing and distance of North 15°19'58" East, 807.89 feet; thence
Northerly along the arc of a curve concave Westerly having a radius of 1570.00 feet,through a central
angle of 82°29'52",an arc length of 2260.57 feet to the point of tangency of said curve, said arc being
subtended by a chord bearing and distance of North 10°11'10" West, 2070.30 feet; thence North
51°26'06" West, 525.10 feet to a point lying on the Southeasterly line of those lands described and
recorded in Official Records Book 4387, page 183, of said Public Records; thence North 36°47'27"
East, along said Southeasterly line, 24.01 feet; thence South 51°26'06" East, departing said
Southeasterly line, 525.84 feet to the point of curvature of a curve concave Westerly having a radius
of 1594.00 feet;thence Southerly along the arc of said curve,through a central angle of 82°29'52", an
arc length of 2295.13 feet to a point of reverse curvature, said arc being subtended by a chord bearing
and distance of South 10°11'10"East,2101.95 feet;thence Southerly along the arc of a curve concave
Easterly having a radius of 1466.00 feet,through a central angle of 31°27'36", an arc length of 804.95
feet to the point of tangency of said curve,said arc being subtended by a chord bearing and distance of
South 15°19'58"West,794.88 feet;thence South 00°23'50"East,405.48 feet;thence North 89°36'10"
East, 10.00 feet; thence South 00°23'50" East, 60.00 feet; thence South 89°36'10" West, 10.00 feet;
thence South 00°23'50" East, 965.20 feet; thence North 89°34'29" East, 10.00 feet; thence South
00°23'50" East, 60.00 feet; thence South 89°34'29" West, 10.00 feet; thence South 00°23'50" East,
540.98 feet to a point on a non-tangent curve concave Easterly having a radius of 1467.06 feet;thence
Southerly along the arc of said curve, through a central angle of 26°16'53", an arc length of 672.93
feet to a point on said curve, said arc being subtended by a chord bearing and distance of South
13°32'35"East,667.05 feet;thence South 75°46'15"East, along a non-tangent line, 82.67 feet;thence
South 30°46'15" East, 13.42 feet; thence South 75°46'15" East, 35.57 feet to a point lying on the
Northwesterly 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 South 59°13'45" West, along said Northwesterly right of way line,
34.66 feet;thence North 75°46'15"West, departing said Northwesterly right of way line,72.82 feet to
a point on a non-tangent curve concave Northeasterly having a radius of 1467.06 feet; thence
Southeasterly along the arc of said curve,through a central angle of 01°28'49", an arc length of 37.90
feet to a point lying on the Northeasterly line of Tract "A", Cathedral Oak Parkway Phase 1 Replat,
Jacksonville I Orlando I Ormond Beach
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r
December 27, 2024 Work Order No.24- 2 0 8 00
Page 2 of 2 File No. 130B-14.00K
Utility Easement No.2 (continued)
recorded in Plat Book 71,pages 22 through 25, of said Public Records, said arc being subtended by a
chord bearing and distance of South 29°12'19" East, 37.90 feet; thence Northwesterly along said
Northeasterly line and along the arc of a non-tangent curve concave Northeasterly having a radius of
44.00 feet, through a central angle of 54°35'22", an arc length of 41.92 feet to a point on said curve,
said arc being subtended by a chord bearing and distance of North 56°28'00"West,40.35 feet;thence
North 28°52'43" West, continuing along said Northeasterly line, 26.74 feet; thence South 61°09'18"
West,along the Northwesterly line of said Tract"A",a distance of 92.00 feet;thence South 28°51'41"
East, along the Southwesterly line thereof, 15.96 feet; thence South 15°39'02" West, departing said
Southwesterly line, 92.60 feet to a point lying on said Northwesterly right of way line of Cathedral
Oak Parkway;thence South 59°13'45"West, along said Northwesterly right of way line, 34.38 feet to
the point of curvature of a curve concave Northwesterly having a radius of 2225.00 feet; thence
Southwesterly continuing along said Northwesterly right of way line and along the arc of said curve,
through a central angle of 00°48'37",an arc length of 31.46 feet to a point on said curve,said arc being
subtended by a chord bearing and distance of South 59°38'03" West, 31.46 feet; thence North
15°44'15" East, departing said Northwesterly right of way line, 22.66 feet; thence North 60°39'02"
East,30.42 feet;thence North 15°39'02"East, 128.41 feet; thence North 61°09'18"East, 82.02 feet to
a point on a non-tangent curve concave Easterly having a radius of 1490.00 feet; thence Northerly
along the arc of said curve, through a central angle of 26°13'10", an arc length of 681.85 feet to the
point of tangency of said curve, said arc being subtended by a chord bearing and distance of North
13°30'25" West, 675.91 feet; thence North 00°23'50" West, 1525.84 feet; thence South 89°49'51"
West, 90.00 feet to the Point of Beginning.
Containing 4.95 acres,more or less.
ETM SURVEYING&MAPPING
SKETCH TO ACCOMPANY DESCRIPTION; OF
A PORTION OF SECTIONS 25, 26 AND 36, TOWNSHIP 5 SOUTH, - .
RANGE 25 EAST, CLAY COUNTY, FLORIDA,
•
BEING MORE PARTICULARLY DESCRIBED IN SEPARATE ATTACHMENT.
• O.R.B. 4387,
• PAGE 183
- - - - -,-�
i•,/ i
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O - '\
I
•
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I
SECTION 26 I SEE i I SECTION.25
TOWNSHIP 5 SOUTH SHEET 3 ' TOWNSHIP 5 SOUTH
RANGE 25 EAST I ' I RANGE 25 EAST
PARCEL A
I I O.R.B. 1863,
I' I
PAGE 1745
SEE
j , I UTILITY.
1 SHEET 2 / .I EASEMENT No. 2
4.95 ACRES±
O.R.B. 3469," s, '' g '
PAGE 215 Fo
boy s I gF•C�o�
L_______________ 1 I
• h
L.—.r���� �io—I._
0 4008 0 1600 4, `16` .
I
GRAPH/C SCALE/N FEET ' POINT OF I SECTION 36
I
1=800' BEGINNING I T RANGE 25,EASSHIP 5 T
NW CORNER •
OF SECTION 36 y
i
LEGEND: ' .
O.R.B. OFFICIAL RECORDS BOOK D.B. 32, I Z
PC POINT OF CURVATURE PAGE 412' I —•—• I'
PT POINT OF.TANGENCY . '
POC POINT ON CURVE I L� .�
PRC POINT OF REVERSE CURVATURE � '•
R RADIUS I I'
d ' CENTRAL ANGLE SEE L.-.—. I .. J
L •ARC LENGTH ' . .
CB CHORD BEARING SHEET 5 fir' r 4 I
CH CHORD DISTANCE' _�--
- CCUA CLAY COUNTY UTILITY AUTHORITY - ,
SHEET 1 OF 5 CATHEDRAL OAK PARKWAY '
(VARIABLE WIDTH R/W) -
GENERAL NOTES: CATHEDRAL OAK PARKWAY
1) THIS IS NOT A SURVEY. PHASE 1 SECOND REPLAT
2) BEARINGS BASED ON THE NORTHERLY LINE OF PLAT BOOK-73, PAGES 6-14
SECTION I AS BEING NORTH 8979'14"•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 •
• Trusted SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
ETm Advisors,
Creating , ""\``; Lgtapigi n PSM
SURVEYING&MAPPING Community ..:>; ' Date:2024.12.31
09:55:00-05'00'
14775 Old St.Augustine Rd. , (904)642-8550 .
Jacksonville,Florida 32258 www.etminc.com SCALE: 1'=800' BOB L. PITTMAN
Certificate of Authorization No:LB 3624 PROFESSIONAL SURVEYOR AND MAPPER
DATE: DECEMBER 27, 2024 STATE of FLORIDA PSM No. 4827
ORDER.NO.:24-028.00. FILE N0.130B-14.00K DBAMI By, JMB -CAD FILE L\Survey\RMAproj\Snratogn Springs\Sketch\Saratoga Springs Utility Esmt 2.dwg
A PORTION OF SECTIONS 25, 26 AND 36, TOWNSHIP 5 SOUTH,
RANGE 25 EAST, CLAY COUNTY, FLORIDA.
MATCHLINE SEE_ SHEET 3
R=1570.00 —
A=8229.52"
L=2260.57'
CB=N10'11'10"W
CH=2070.30.
R=1594.00'
A=8229'S2"
L=2295.13'
PARCEL A CB=S1011'10"E
O.R.B. 1863, CH=2101.95'
PAGE 1745 AQc
I O"P
c
SECTION 26 SECTION 25
TOWNSHIP 5 SOUTH TOWNSHIP 5 SOUTH
RANGE 25 EAST RANGE 25 EAST
•
R=1490.00'
A=3127'36" R=1466.00'
L=818.13' A=3127 36"
• CB=N1579'58 E L=804.95'
CH=807.89'- CB=S1519'58"W
CH=794.88'
UTILITY
EASEMENT No. 2 .
rEly LINE OF 4.95 ACRES±
O.R.B. 3469,
PAGE 215 PC——PT
v. 1-S87'47'38"E 30.00'
co
oa ui v
a N
N 10 F W
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3 !I) N
44 N N N Np LI
N N `s z 2 N89'36'10"E 10.00'
r.
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2 2� C.3
S0023'50"E 60.00'
N8949'51 E 1347.21'
N
\
S89 49'51"W 1288.60' 11 M S89 36'f 0"W 10.00'
SE.Iy CORNER OF N.LY LINE OF 2
O.R.B. 3469, SECTION 35 G�0 S89 49 51"W 90.00'
PAGE 215 5 W W
POINT OF Ina h o SECTION 36
BEGINNING ,co f irsN TOWNSHIP 5 SOUTH
NW CORNER N o rn RANGE 25 EAST
OF SECTION 36 2
LEGEND: MATCHLINE SEE SHEET 4
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
PREPARED BY:
I O 100 201400IO ETM SURVEYING & MAPPING, INC.
SHEET 2 OF 5
GRAPH/C SCALE IN FEET JACKSONVILLE OLD 32ST. AU8GUSTINE ROAD
(904) 642-8550
SEE SHEET 1 FOR GENERAL NOTES. 1"=200' CERTIFICATE OF AUTHORIZATION NO. LB 3624
ORDER NO.:24-028.00 FILE NO.:1308-14.00K DRAt4N BY.' JMB CAD FILE I:\Survey\RMAproj\Sarofoga Springs\Sketch\Saratoga Springs Utility Esmt 2.dwg
A PORTION OF SECTIONS 25, 26 AND' 36,. TOWNSHIP 5 SOUTH, .
•
RANGE 25 EAST, CLAY COUNTY, FLORIDA. '
SE.Iy LINE OF I . -
O.R.B. 4387, .-
N36"47'PAGE 2183TE 24.01'
/ . )?s.
ir-
/ . Sv's
i i/ / 'o• QG
/ / INGRESS& EGRESS -
_ / EASEMENT "B"
,/ i / .O.R.B. 4327,. Q�
/. / / PAGE 218 - -
i_ / ACCESS EASEMENT "C"
/ • / / O.R.B. 4327, PAGE 218 -/
// / UTILITY EASEMENT "A"
/ i/ O.R.B. 4327, PAGE 218
UTILITY '
• EASEMENT No. 2
H� 4.95 ACRES±
�?
oQ
SECTION 26 SECTION 25 R=1594.00"
TOWNSHIP 5 SOUTH • TOWNSHIP 5 SOUTH • 4=82'2952"
• RANGE 25 EAST RANGE 25 EAST L=2295.13'
PARCEL A CB=S1071'10"E
PARCEL A O.R.B. 1863, CH=2101.95'
O.R.B. 1863, PAGE 1745
PAGE 1745
R=1570.00'
A=8229 52"
L=2260.57.
•
CB=N1071'10"W
' CH=2070.30'
•
LEGEND:
R END. •
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.
A - CENTRAL ANGLE
' L ARC LENGTH. .
CB CHORD BEARING
CH - CHORD.DISTANCE
CCUA CLAY COUNTY UTILITY AUTHORITY -
'PREPARED BY:
SHEET 3 OF 5 I 10` 200 4I ETM SURVEYING & MAPPING, INC. •
14775 'OLD ST. AUGUSTINE ROAD
GRAPHIC SCALE IN FEET JACKSONVILLE,FL 3225E (904) 642-8550
SEE SHEET 1 FOR GENERAL NOTES. 1'=200" CERTIFICATE OF AUTHORIZATION NO. LB 3624
ORDER Na,24-028.00 FILE NO.:I30B-14.00K DRAAN BR 'JMB CAD nLE I:\Survey\RMAproj\Saratoga Springs\Stetch\Sorotogo Springs Utility Esmt 2.dwg
•
. A PORTION OF SECTIONS 25, 26 AND 36, TOWNSHIP 5 SOUTH,
RANGE 25 EAST, CLAY COUNTY, FLORIDA.
MATCHLINE SEE SHEET 2
N
id
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of
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SN
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UTILITY •
EASEMENT No. 2 •
4.95 ACRES±
R=1467.06'— — — 1
I d=2676'53"
L=672.93'
I CB=S13'32'35 E
CH=667.05'
R=1490.00' I P`4
a=z ssi.s5' I SEE - PPS�l I.
CB=13 675 91' ! SHEET 5 ep.P� p 0.0 R�
GP"'(1�► PREP / QpR p,Ntl
IS 'G 1p EA�15' ..•
•
eet0
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
d CENTRAL ANGLE
L ARC LENGTH
CB CHORD BEARING
CH CHORD DISTANCE
CCUA CLAY COUNTY UTILITY AUTHORITY
0 100 200 400 PREPARED BY:
SHEET 4 OF 5 I I ETM. SURVEYING & MAPPING, INC.
GRAPH/C SCALE/N FEET 14775 JACKSONVILLE,L FLST.3228UGUSTINE ROAD
(904) 642-8550
SEE SHEET 1 FOR GENERAL NOTES. 1"=200' CERTIFICATE OF AUTHORIZATION NO. LB 3624
ORDER NO.:24-028.00 FILE NO.:130B-14.00K ORAINI BY JMB CAD FILE: k\Survey\RMAproj\Sarotogo Springs\Sketch\Sarotoga Springs Utility Esmt 2.dwg
A PORTION OF SECTIONS 25, 26 AND 36, TOWNSHIP 5 SOUTH,
RANGE 25 EAST, CLAY COUNTY, FLORIDA.
• MATCHLINE SEE SHEET 4
R=1467.06. LINE TABLE
a=267653"
L=672.93'• LINE BEARING LENGTH
CB=S1332'35"E
CH=667.05' LI S7546'15"E 82.67'
L2 S3046'15"E 13.42'
L3 S7546'15"E: 35.57'
\R=1490.00''
L4 S59'13'45"W 34.66'
L5. N7546'15"W. 72.82'
'25"W
' L6 N2852'43"W 26.74'
L7 S61"09'18"W' 92.00'
UTILITYASEMENT No. 2cs s2851"41'E 15.96'
4.95 ACRES± L9 S1539'02"W 92.00'
L10 S59'13'45"W!: 34.38'
L11 N1544'15'E! 22.66'
L12 N6039'02"E;: 30.42'
L13 N1539'02"Ef 128.41'
VOG NE.Iy UNE �' L14 N61'09'18"E: 82.02' ' /.
NW.I �/ L2 T,
VOGL3C1 �'r� JSW.Iy LINE V C? \k / � iir
1)(f NW..Iy R/W LINE ww r``
A � OF CATHEDRAL / Qr��n
v 1 OAK PARKWAY o ' ( I�P1
1^
co I ' TRACT "A" / RPL c 44', pikk L6;1'
' CATHEDRAL OAK PARKWAY . 4Q \Pia\. OP�apPOES
0'4 PHASE 1 PLAT BOOKP71,T GP'(�`J PR FORA 5�g,V
, o' PAGES 22-25 " Op PSE00�
C3 .•, I
I
PARCEL A
jam. O.R.B. 1863,
PAGE 1745745
SECTION 36
' TOWNSHIP 5 SOUTH
RANGE 25 EAST
CURVE TABLE
CURVE RADIUS CENTRAL' ARC CHORD CHORD:.
ANGLE LENGTH BEARING DISTANCE
C1 1467.06' 128'49" 37.90' S29'12'19"E 37.90'
C2 44.00' 5435'22" 41.92' N5628'00"W 40.35'
C3 2225.00' 0'48'37" 31.46' S59 38'03"W 31.46'
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
LI CENTRAL ANGLE
L ARC LENGTH
CB CHORD BEARING
CH CHORD DISTANCE
CCUA CLAY COUNTY UT1UTY AUTHORITY
0 SO 100 ZOO PREPARED BY:
ETM SURVEYING & MAPPING, INC.'
SHEET 5 OF 5I4775 OLD Sr AUGUSTINE ROAD
GRAPHIC SCALE/N FEET JACKSONVILLE. FL 3225E (904) 642-8550
SEE SHEET 1 FOR GENERAL NOTES. 1' 700' CERTIFICATE OF AUTHORIZATION NO. LB 3624
ORDER NO.:24-028.00 FILE NO.:I30B-14.00K DRANK By: JMB CAD FILE .k\Survey\RMAproj\Saratoga Springs\Sketch\Saratoga Springs Utility Esmt 2.dwg