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Home My WebLink About05.e.10 Temporary 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 TEMPORARY EASEMENT • Parcel No.:31-05-26-014455-000-00 Project Name: Saratoga Springs Offsite LAMPA Transmission Mains (Feed Mills Road South) THIS INDENTURE,made this iv day of ,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 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 a non-exclusive Temporary Construction Easement for the purpose of providing additional workspace for the construction of water, wastewater, and reclaimed water facilities, including but not limited to a bore pit, associated with a water, wastewater, and reclaimed water main extension project to be undertaken by GRANTEE, its successors and assigns, said Temporary Construction Easement being located across or under the following parcel of land, situate in Clay County, Florida,to-wit(the "Easement Area"): See EXHIBIT"A", attached hereto and by reference made a part hereof. 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. A portion of the temporary easement lies within a proposed eighty-foot (80') future right-of-way. This portion of the easement shall cease to exist and shall terminate automatically upon the recording of the plat of such proposed roadway in the Public Records of Clay County, Florida. The remaining portions of the temporary easement shall be for a period of twenty-four(24)months commencing on the date the Grantee becomes the owner of this easement. 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 or under the 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 easement 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 2023 and subsequent years; provided, however,this reference shall not operate to reimpose the same. GRANTOR, for itself and its successors and assigns, herebyreserves the right to use the g g GRANTOR's property subject to the Easement Area for any lawful purpose not inconsistent with the grants, agreements, and covenants created hereby. 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. 1N WITNESS WHEREOF,the said GRANTOR has caused this instrument to be executed in its name by its authorized officers and caused its Corporate Seal to be hereto affixed 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: Print Name: s�� IL ,) G�/la aniel D.Malzahn, Chief ecutive Officer Address: j/7 c o pii a q �s,�.��. or , Address: /I'>O V P/4 q /17.,_, y 4 lJ e- Witness: Print Name: (Corporate Seal)/ Address: /1.7c 1 (/4rzA ►e.,c., ScO) s�o fro pci i y8 STATE OF`VIRGINIA COUNTY OF FAIRFAX The foregoing instrument was acknowledged before me by means of❑ physical presence or ❑ online notarization,this t o day of RI.M.AGL►iVJ ,2025,by DANIELD.MALZAIIN,as CHIEF EXECUTIVE OFFICER of SARATOGA SAGEBROOK,LLC,a Delaware limited liability company, who is personally known to me or has_produced I tie-rn 1,I.rQ1$t , as.identification. " Corrmo of Virginia Cecilia Perez mt Na 1�f � Notary Public Notary Public in and for th • 4 ,'i,L Commission No.8099675 County and State Aforesaid My Commission Expires April 30,2027 My Commission Expires: E 1 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 1 File No. 130B-14.00I Temporary Construction 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, 82.02 feet to the Point of Beginning. From said Point of Beginning, thence North 00°45'58"East, departing last said line, 543.21 feet to a point on a non-tangent curve concave Easterly having a radius of 1497.18 feet;thence Northerly along the arc of said curve,through a central angle of 31°37'42", an arc length of 826.47 feet to a point on said curve, said arc being subtended by a chord bearing and distance of North 16°34'17"East, 816.02 feet; thence Northerly along the arc of a non-tangent curve concave Westerly having a radius of 1561.84 feet, through a central angle of 56°41'35", an arc length of 1545.41 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, said arc being subtended by a chord bearing and distance of North 04°02'50"East, 1483.13 feet;thence North 64°59'52"East,along said Southeasterly line and along a non-tangent line, 8.00 feet to a point on a non-tangent curve concave Westerly having a radius of 1569.84 feet; thence Southerly, departing said Southeasterly line and along the arc of said curve, through a central angle of 56°41'48", an arc length of 1553.43 feet to a point on said curve, said arc being subtended by a chord bearing and distance of South 04°02'44" West, 1490.82 feet; thence Southerly along the arc of a non-tangent curve concave Easterly having a radius of 1489.18 feet, 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 South 16°34'17"West, 811.66 feet;thence South 00°45'58"West,along a non-tangent line, 543.03 feet to a point lying on said Northerly line of Section 1;thence South 89°29'14"West, along last said line, 8.00 feet to the Point of Beginning. Containing 0.54 acres,more or less. �+ Jacksonville I Orlando I Ormond Beach • , //() / I I 1 I ) i • 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. I• • • I " CATHEDRAL OAK PARKWAY ��/'a"" (VARIABLE WIDTH R/W) ,. l TEMPORARY /-� \ CONSTRUCTION -- I, EASEMENT No: 1 . --• j 0.54 ACRES± SEE . SHEET 3 I i i I b._._. ._._. /I_._-.� 1 1 PARCEL A I • • O.R.B. 1863, • PAGE 1745 . 0 30��O 1200 1 I GRAPH/C SCALE/N FEET. I ( SHEET 2 i . I N8929'14"E 82.02' Sly LINE OF PARCEL A LEGEND: I cop I SECTION:36 O.R.B. OFFICIAL RECORDS BOOK TOWNSHIP 5:.SOUTH PC . POINT OF CURVATURE I `r RANGE 25_EAST• ' PT POINT OF TANGENCY i POC POINT ON CURVE �— SECTION PRCR POINT OF REVERSE CURVATURERADIUS i O' If TOWNSHIP 6 SOUTH• 4 CENTRAL ANGLE ' S�G� Ii RANGE 25 EAST L ARC LENGTH L._._./f ._._._._.J CB CHORD BEARING ' I `POINT OF N.ly LINE OF SECTION I CH , CHORD DISTANCE POINT OF CCUA CLAY COUNTY UTILITY AUTHORITY REFERENCE 11I BEGINNING NW CORNER II • SHEET 1 OF 3 OF SECTION 1 II • GENERAL NOTES: • 1) THIS IS NOT A SURVEY. • 42) 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 )f Date:2024.12.31 • ° '< 09:55:53-05'00' 14775 Old St.Augustine Rd. (904)642-8550 Jacksonville,Florida 32258 www.elminc.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 FILE NO.:1308-14.001 ORANN BC JM8 CAD FILE I::\Survey\RMApral\Sarotoga Springs\Sketch\Saratoga Springs TCE 1.dwg I A PORTION OF SECTION 36, TOWNSHIP 5 SOUTH,. RANGE 25 EAST, CLAY COUNTY, FLORIDA. MATCHLINE SEE SHEET 3 / R=1561.84' A=56'4135" / R=1569.84' L=1545.41' / 456'4148" CB=N04'02 50"E / L=1553.43' CH=1483.13' / CB=SO4.'02'44"W / CH=1490.82' 100 °O / c / . / / / D.B. 32, / PAGE 412 / SECTION 35 / R=1489.18' PARCEL A TOWNSHIP 5 SOUTH A=3137'42" O.R.B. 1863, RANGE 25 EAST L=822.06' PAGE 1745 / CB=S16 34.17"W R=1497.18' CH=811.66' A=3137.42" L=826.47' 1TEMPORARY CB=N1634'17 E I CH=816.02' CONSTRUCTION I EASEMENT No. 1 I 0.54 ACRES± I1-'*%\._ PROPOSED UTILITY EASEMENT POC-—I POC N O U) h POINT OF ,i 3 REFERENCE " h NW CORNER .. in OF SECTION 1 2 cc,) S.ly LINE OF PARCEL A C� I SECTION,36 ""if, I TOWNSHIP 5'SOUTH uss RANGE 25 EAST ,� SECTION 1 -I-58979'14"W 8.00' TOWNSHIP 6 SOUTH "��G��O� IIRANGE 25 EAST y I I N.ly LINE OF SECTION 1--/ N8929'14"E 82.02' II POINT OF II BEGINNING . II 11 LEGEND: II 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. 0 100 200 400 ,PREPARED BY: I 1-1ETM SURVEYING & MAPPING, INC. SHEET 2 OF 3 14775 OLD ST. AUGUSTINE ROAD GRAPH/C 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 FILE NO.:130B-14.001 DRAKN BY JMB CAD TILE I.•\Survey\RMAproj\Sorotoga Springs\Sketch\Sarotogo Springs TCE Ldwg A PORTION OF SECTION 36, TOWNSHIP 5 SOUTH, RANGE 25 EAST, CLAY COUNTY, FLORIDA. GlaPQPP� 011.0 , / . . ��RP e o2�Zy P� o�\o�� ,/ c P p P PGC- �►EO R�PB�� '/�4,t �P� ��P ��> \..-- PPREp\P�AR OPT 0 Rc5 6 ,�/. d G ' L 0 �� 0 15�5'PP : :'�� es P"' ' / PARCEL 812 ,, N6459'52"E 8.00' - (DRAINAGE EASEMENT) i // SE.Iy LINE '' 'l l P.B. 73, PAGES 6-14 4 / �' I 'S'\ -0' OC� TEMPORARY CONSTRUCTION I � . _— �.i n EASEMENT 719 �� se 2 " \ O.R.B. 4717, PAGE 1936 - - Y pNP28 \ OPK Pt' 25, � �r� \ 7 �' TRACT "B" PROPOSED CO tkl g00K 6 , , S CATHEDRAL OAK PARKWAY \ UTILITY EASEMENT p /;� PHASE 1 REPEAT • PLAT BOOK 71, \ PAGES 22-25 \ . \ \ \ TEMPORARY \ CONSTRUCTION \ PARCEL A D.B. 32, EASEMENT No. 1 \ O.R.B. 1863, PAGE 412 � 54 ACRES± 1 PAGE 1745 , SECTION 35 I SECTION 36 TOWNSHIP 5 SOUTH I TOWNSHIP 5 SOUTH RANGE 25 EAST I RANGE 25 EAST R=1569.84. R=1561.84. 4=56 4I'48" �56'41'35" I L=1553.43' L=1545.41' I CB=SO4'02'44"W . CB=NO402'50"E I CH=1490.82' CH=1483.13' I I / / / / / 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: SHEET 3 OF 3 I 1.-1I ETM SURVEYING & MAPPING, INC. 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 FILE NO.:130B-14.001 DRAµN By. JMB CAD FILE I:\Surrey\RMAproj\Saratoga Springs\Sketch\Saratoga Springs TCE 1.dwg