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HomeMy WebLinkAboutVistawilla ALF, LLC Public Underground Utility Easement 2016 06 22 R "ELECTRONICALLY RECORDED" Maryanne Morse,Clerk of Circuit Court Seminole County,FL Instrument#2016068705 Bk.8719 Page 1460 E-Recorded 07/05/2016 at 9:02 A.M. Prepared by and return to: $120.50 City of Winter Springs,Attn:City Manager Doc Stamps$.70 1126 East S.R.434 Winter Springs,FL 32708 PUBLIC UNDERGROUND UTILITYEASEMENT THIS PUBLIC�'" ERG IOUND UTILITY EASEMENT (the"Agreement")is made this �� day of � , ,2016 By: VISTAWILLA ALF,LLC,a Florida limited liability company Having a mailing address of: 154 N.Ryan Street, Santa Rosa Beach,Florida 32459 (hereinafter called "Grantor") in favor of the CITY OF WINTER SPRINGS, FLORIDA, a Florida Municipal Corporation, having a mailing address of 1126 East State Road 434, Winter Springs,FL 32708 ("Grantee"). WITNESSETH WHEREAS, Grantor is the sole owner of certain real property located within the City of Winter Springs, Seminole County, Florida, and legally described in Exhibit "A" attached hereto and incorporated herein(the"Grantor Parcel"); and WHEREAS, Grantor desires to convey an underground utility easement over, under, and across a portion of its real property, as legally described in Exhibit "B" attached hereto and incorporated herein (the "Easement Parcel"), for purposes of allowing Grantee ingress and egress to install, operate and maintain certain underground utility lines and other incidental appurtenances and accessories related thereto (collectively,the"Public Utilities");and WHEREAS, Grantor, as fee simple owner of the Easement Parcel, also agrees to assist Grantee in obtaining any local, state, or federal permits required to maintain the Public Utilities; and WHEREAS, Grantor and Grantee believe that this public improvement easement is in the best interest of the public health, safety, and welfare of the citizens of Winter Springs and Seminole County. #905266 NOW, THEREFORE,in consideration of the enumerated public purposes stated herein, and mutual covenants, terms and conditions and restrictions contained herein, together with other good and valuable consideration, the receipt and sufficiency of which is acknowledged, Grantor provides as follows: 1) Recitals. The foregoing recitals are hereby incorporated herein by this reference. 2) Grant of Easement. Grantor hereby voluntarily grants and conveys to Grantee, its successors and assigns, subject to any previous duly recorded easements or grants of record, an easement to install, operate and maintain certain underground utility lines and other incidental appurtenances and accessories over, under, and across the Easement Parcel of the nature and character and to the extent hereinafter set forth("Easement"). 3) Purpose of Easement. It is the express purpose of this Easement to provide Grantee unconditional ingress and egress to operate and maintain the Public Utilities over,under and from the Easement Parcel for the purposes stated herein. 4) Rigits of Grantee. To accomplish the purposes stated above, and at Grantee's expense,the following rights are conveyed the Grantee by this Easement: a. To use the Easement Parcel for ingress and egress and to construct, operate, and maintain the Public Utilities under and across the Easement Parcel for the benefit of the public;and b. To prevent any activity on or use of the Easement Parcel that is inconsistent with the purpose of the Easement, and to require the restoration of areas of features of the Easement Parcel that may be damaged by an inconsistent activity or use;and C. To assign all or a portion of its interest under this Easement to any third party public or private utility for the purposes stated herein; and d. To cut,trim, and keep clean such trees, brush,and undergrowth that might hinder or prohibit the use of the Easement Parcel for the purposes stated herein; and e. To take any civil action deemed necessary, at the Grantee's sole and absolute discretion, to protect and preserve the Easement granted hereunder. S) Permits. The parties acknowledge that certain local, state, and federal permits may be required from time to time for purposes of constructing, operating, and maintaining the Public Utilities referred to herein. Grantor, as fee simple owner of the Easement Parcel, hereby agrees to allow Grantee, at Grantee's expense, to make application for said permits and also agrees to join in any said permit (as 2 signatory or otherwise) when required by any permitting agency for issuance of the permit. Notwithstanding, Grantee shall be solely responsible and liable for complying with any local, state, or federal permit requirements, obligations, and duties (if any) related to the construction, operation, and maintenance of the Public Utilities. 6) Easements Run with the Land. This Easement shall remain a charge against the Easement Parcel. Therefore, this Easement shall "run with the land" and be automatically assigned by any deed or other conveyance conveying a portion of the Easement Parcel relating to this easement, even though conveyance makes no reference to this Easement as such. ') Attorne 's Fees. In the event it is necessary for either party to bring or maintain any action, suit or proceeding to enforce or interpret this Agreement, then the prevailing party in such action, shall,in addition to all other remedies, be entitled to recover from the losing party all of its costs and expenses, including,but not limited to,all attorneys'fees,whether such fees are incurred at any pretrial,trial,appellate or bankruptcy proceedings. 8) Recordation. Grantor shall record this instrument in a timely fashion in the Official Records of Seminole County, Florida and may re-record it at any time as may be required to preserve this Easement. 9) Successors. The covenants, terms, conditions, rights, and restrictions of this Easement shall be binding upon, and inure to the benefit of the parties hereto and their respective personal representatives, heirs, successors, and assigns and shall continue as a servitude running with the Easement Parcel. 10) Grantor's Representations and Warranties. Grantor hereby agrees and makes the following representations and warranties to Grantee: a. Grantor is lawfully seized of said Easement Parcel in fee simple and has full and lawful authority to execute this Easement,convey the Easement to Grantee, and bind the Easement Parcel as set forth herein. b. The Easement Parcel is free of any and all encumbrances, except zoning restrictions and prohibitions and other requirements imposed by government authority and other encumbrances which are recorded in the public records of Seminole County,Florida. C. Grantor shall pay any and all taxes that are levied on the Easement Parcel, from time to time, as said taxes and assessments come due. d. Grantor hereby warrants the title to the Easement granted hereunder over, under, and across the Easement Parcel and will defend the same against 3 lawful claims of all persons claiming by, through, or under Grantor, but against none other. 11) Reasonable Use of Easement. The Easement granted hereunder shall be used and enjoyed by Grantee, its contractors, employees, agents, and representatives in such a manner so as not to unreasonably interfere with, obstruct or delay the conduct and operations of the business at any time conducted on the Grantor Parcel, including,without limitation,public access to and from said business. 12) No Waiver. No waiver of any default of any obligation by any party hereto shall be implied from any omission by the other party to take any action with respect to such default. 13) No Agency. Nothing in this Agreement shall be deemed or construed by either party or by any third person to create the relationship of principal and agent or of limited or general partners or of joint venturers or of any other association between the parties. 14) Governing Law. The laws of the State of Florida shall govern the interpretation, validity,performance,and enforcement of this Agreement. 15) Right,to Seek Eg citable Relief. Grantor agrees, acknowledges and recognizes that any breach of this easement by Grantor would result in irreparable harm to Grantee and the public, and accordingly, Grantor agrees that in addition to and not in lieu of all legal and equitable remedies available to Grantee by reason of such breach, Grantee shall be entitled to equitable relief (including, without limitation, specific performance and injunctive relief) to enjoin the occurrence and continuation of the breach. 16) Entire Agreement. This Easement constitutes the full and entire agreement between the parties hereto and supercedes any oral or written prior communications between the parties related to the subject matter contained in this Easement. The Easement shall be governed by the laws of Florida. 17) Sovereign ImMHnity. Nothing contained in this Easement shall be construed as a waiver of the Grantee's right to sovereign immunity under Section 768.28, Florida Statutes, or other limitations imposed on the Grantee's potential liability under state or federal law. 18) Modifications. This Easement shall only be modified by a written instrument executed by the parties hereto or any successor, assigns heirs, or representatives thereto. 19) Grantor's Du of Noninterference. Grantor agrees not to materially interfere or allow others to materially interfere with Grantee's rights to use the Easement Parcel as specifically set forth herein. Grantor agrees not to permit or allow the construction or erection of any building or structure on the Easement Parcel 4 without prior written consent of the Grantee; it being expressly understood and agreed, however, that this Easement is non-exclusive and that Grantor shall have the authority to use and to authorize others to use the Easement Parcel in any manner which is not inconsistent with this Easement, including for the installation of landscape,hardscape,and pavement. 20) Termination. The parties agree that this Easement is intended to be perpetual. However, in the event the Grantee determines, at its sole discretion, that it no longer requires the Easement Parcel for the Public Utilities described herein, Grantee, at Grantor's written request, agrees to execute an appropriate written instrument to terminate this easement. [Signatures appear on the following page] 5 IN WITNESS WHEREOF Grantor and Grantee set their respective hands on the day and year above written. GRANTOR: VISTAWILLA ALF,LLC By: Rookis Development Company, as SSE : its Mange . Print Narne. B'y:Richard J, Rookis,as President r.:._ ,print Nab e:�. STATE OF FLORIDA COUNTY OF ° The fore oing instrument was acknowledged and sworn to before me this day of t��� 2016, by Richard J. Rookis, as President of Rookis Development Company, a Florida corporation, as Manager of Vistawilla ALF, LLC, a Florida limited liability company, on behalf of the company, who is/is not personally known to me,or has produced—,';L, / 1 _ as identification./' f , AK `� . .�OiTA01 VPUBLIC W WL 410 IN TERRY R GREEN •'5 MY cE M33 ION•FF9t22764 ': • EXPISeptember 30,2010 #0)�.n3 ,NOI� 6 GRANTEE: WITNESSES CITY OF WINTER SPRINGS 1/2 �iin�,X' , B1.e � ;Manager � " Prim N Iner � -� --- „ STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged and sworn to before me this " " ••day f Springs Fl 2016 Kevin L. Smith, City Manager of the City of Winter orida who its not personally known to me, or has produced as identifications NOTARY PUBLIC Notary Public State of Florida Antonia Delia Donna My Commission FF 152695 ExPWes 0&20,2018 7 EXHIBIT"A" LEGAL DESCRIPTION OF GRANTOR PARCEL The land referred to herein below is situated in the County of Seminole, State of Florida, and is described as follows: A portion of Lot 19, Map of the Phillip R. Yonge Grant, as recorded in Plat Book 1, Pages 35-38, Public Records of Seminole County, Florida and a portion of Section 5, Township 21 South,Range 31 East, being more particularly described as follows: Commence at the Northeast corner of Vistawilla Drive, as recorded in Plat Book 47, Pages 60-61, Public Records of Seminole County, Florida, thence along the South right- of-way line of State Road 434 as recorded in Official Records Book 2301,Page 1486,run the following three (3) courses, S89°49'21"E for a distance of 533.27 feet; thence run S00°10'39"W for a distance of 10.00 feet; thence run S89°49'21"E for a distance of 107.63 feet to the point of beginning; thence continue along said South right-of-way line the following two (2) courses: run S89°49'21"E for a distance of 401.73 feet; thence run S79°28'18"E for a distance of 20.20 feet to the West right-of-way line of Black Hammock Branch Seaboard Coast Line Railroad (now known as Oviedo-Spring Hammock Trail); thence departing said South right-of-way line of State Road 434 run S06°21'38"W along said West right-of-way line a distance of 436.23 feet to the North line of Eagles Watch Phase Two as recorded in Plat Book 50, Pages 20-21, Public Records of Seminole County, Florida; thence departing said West right-of-way line run along said North line N89°32'22"W for a distance of 250.53 feet to a point on the West line of a 25 foot wide public utility Easement per Official Records Book 3424, Page 668 and Official Records Book 4029, Page 359, Public Records of Seminole County, Florida; thence run N00°27'38"E along said West line, a distance of 151.04 feet to the North line of lands described in Official Records Book 3424, Page 651; thence along said North line run N89°35'48"W for a distance of 124.21 feet; thence departing said North line run N00°03'05"E for a distance of 284.56 feet to the point of beginning. 8 EXHIBIT"B" LEGAL DESCRIPTION OF EASEMENT PARCEL LEGAL DESCRIPTION, A PORTION OF LOT 19, MAP OF 774E PHILLIP R. YONGE GRANT, AS RECORDED IN PLAT BOOK 1, PAGES 35-38, OF 714E PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA AND A POR77ON OF SEC71ON 5, TOWNSHIP 21 SOUTH, RANGE 31 EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. COMMENCE AT THE NORTHEAST CORNER OF WSTAMLLA DRIVE, AS RECORDED IN PLAT BOOK 47, PAGES 60-61, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, THENCE ALONG THE SOUTH RIGHT—OF—WAY LINE OF STATE ROAD 434 AS RECORDED IN OFFICIAL RECORDS BOOK 2301, PAGE 1486 OF SAID PUBLIC RECORDS 714E FOLLOWING THREE (3) COURSES• S8949'21"E, A DISTANCE OF 533.27 FEET, THENCE RUN SOO70'39"W, A DISTANCE OF 10.00 FEET- THENCE RUN S8949'210E, A DISTANCE OF 1OZ63 FEET,• THENCE DEPARTING SAID SOU7HERLY RIGHT OF WAY LINE RUN S0003'05"W, A DISTANCE OF 160.04 FEET TO THE POINT OF BEGINNING; THENCE 589 49'21"E, A DISTANCE OF 12.67 FEET TO 7HE POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 5.00 FEET, A CENTRAL ANGLE OF 9000100" A CHORD BEARING OF N45'10'39 E AND A CHORD DISTANCE OF 7.07 FEET THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 7.85 FEET TO THE END OF SAID CURVE; THENCE NOO'10'39"E, A DISTANCE OF 58.02 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 53.00 FEET, A CENTRAL ANGLE OF 895945; A CHORD BEARING OF N4570'31"E AND A CHORD DISTANCE OF 74.95 FEET 7HENGE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 83.25 FEET TO THE END OF SAID CURVE,• THENCE S8949'36"E, A DISTANCE OF 171.58 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 24.00 FEET, A CENTRAL ANGLE OF 895946" A CHORD BEARING OF N457032"E AND A CHORD DISTANCE OF 33.94 FEET, THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 37.70 FEET TO 7HE END OF SAID CURVE; THENCE N0070'390E, A DISTANCE OF 15.92 FEET TO THE POINT OF CURV47URE OF A CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 5.00 FEET, A CENTRAL ANGLE OF 38 05,24, A CHORD BEARING OF N1852 03"W AND A CHORD DISTANCE OF 3.26 FEET,• THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 3.32 FEET TO THE END OF SAID CURVE AND THE SOUTHERLY RIGHT OF WAY LINE OF STATE ROAD 434; THENCE RUN S894921"E ALONG SAID SOUTHERLY RIGHT OF WAY LINE, A DISTANCE OF 56.61 FEET TO A POINT ON A NON—TANGENT CURVE, (CON77NUED ON SHEET 2) SURVEY NO TES., 1. BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON THE SOUTHERLY RIGHT OF WAY LINE OF STATE ROAD 434, AS BEING S89 49'21"E. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS—OF—WAY, EASEMENTS; OWNERSHIP, ADJOINERS OR OTHER INSTRUMENTS OF RECORD. " � � ...._ 0212412016 3. THIS SKETCH MEETS THE APPLICABLE STANDARDS M4LLIAM D. DONLEY D TE OF PRACTICE" AS SET FORTH BY THE FLORIDA PROFESSIONAL SURVEYOR k MtR` BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS LICENSE NUMBER LS 5381 IN RULE 5J17.050—.052, FLORIDA ADMINISTRA77VE NOT VALID MTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A CODE. FLORIDA LICENSED SURVEYOR AND MAPPER 4. THIS IS NOT A BOUNDARY SURVEY. SHEET 1 OF 5 (sEE sWr J AND 4 h'0R sKETfaN OF DtscNPnoN) SKETCH OF DESCRIPTION ONLY. THIS IS NOT A SURVEY. SKETCH OF DESCRIPTION PREPARED FOR: —OF— Dewberry U7ILITY EASEMENT VISTAWILLA ALF, LLC 520 SOUTH MAGNOLIA AVENUE ORLANDO,FLORIDA 32801 PHONE: 321.354,9826 FAx:407.648.9104 A PORITON OF PARCLZ,$ WWW.DEWBERRY.COM BDW A POOOTI OF LOT 19 PHILLIP R M WZ=4NT R SECTION"A TOWNSNP 21 SOUTK RANW JI E 5T CERTIFICATE OF AUTHORIZATION N0.LB 8011 DATE.. 11124,45 REV PRW 50076506 DATE' 05/05/216 DRAW BI" KUS SEMINOLE COUNTY FLORIDA SCALE 1"-N/A CNECKED BY: NDD LEGAL DESCR/P TION. (CON ANUED FROM SHEET 1) CONCAVE EASTERLY, HAWING A RADIUS OF 5.55 FEET, A CENTRAL ANGLE OF 35�54'16" A CHORD BEARING OF S1770'59"W AND A CHORD DISTANCE OF 3.42 FEET, THENCE RUN SOU7HERLY ALONG T71E ARC OF SAID CURVE A DISTANCE OF 3.48 FEET TO THE POINT OF TANGENCY; THENCE S0070'39"W, A DISTANCE OF 14.73 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 26.00 FEET, A CENTRAL ANGLE OF 901001000, A CHORD BEARING OF S44 49'21"E AND A CHORD DISTANCE OF 36.77 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 40.84 FEET TO THE POINT OF TANGENCY; THENCE S89 49 21"E, A DISTANCE OF 70.10 FEET TO A POINT ON 7HE WEST RIGHT OF WAY LINE OF OWEDO-SPRING HAMMOCK TRAIL, AS RECORDED IN OFFICIAL RECORDS BOOK 3177, PAGE 632 OF SAID PUBLIC RECORDS; THENCE S0671'38"W ALONG SAID WEST RIGHT OF WAY LINE, A DISTANCE OF 31.51 FEET, THENCE DEPARTNG SAID WEST RIGHT OF WAY LINE RUN N8949'21"W A DISTANCE OF 7.03 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NOR7HERL Y, HAVING A RADIUS OF 71.00 FEET, A CENTRAL ANGLE OF 062634, A CHORD BEARING OF N8636'04"W AND A CHORD DISTANCE OF 7.98 FEET; THENCE WES7ERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 7.98 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAWING A RADIUS OF 9.00 FEET, A CENTRAL ANGLE OF 934223' A CHORD BEARING OF S49 46'01"W AND A CHORD DISTANCE OF 13.13 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 14.72 FEET TO THE END OF SAID CURVE; THENCE S0541'48"W, A DISTANCE OF 126.84 FEET THENCE S44 49'21"E, A DISTANCE OF 20.71 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 10.00 FEET, A CEN7RAL ANGLE OF 392623", A CHORD BEARING OF S6432'33E AND A CHORD DISTANCE OF 6.75 FEET' THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 5.06 FEET TO A POINT ON THE SAID WEST RIGHT OF WAY LINE OF OVIEDO-SPRING HAMMOCK 7RA1L; THENCE S0621'380W ALONG SAID WEST RIGHT OF WAY LINE, A DISTANCE OF 23.50 FEET TO A POINT ON A NON-TANGENT CURVE, CONCAVE NOR774EAS7ERLY, HAVING A RADIUS OF 33.50 FEET, A CENTRAL ANGLE OF 39 00'1 D, A CHORD BEARING OF N6479 26"W AND A CHORD DISTANCE OF 22.37 FEET; THENCE DEPARTING SAID WEST RIGHT OF WAY LINE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 22.80 FEET TO THE POINT OF TANGENCY' THENCE N44 49 21"W, A DISTANCE OF 3261 FEET- 7HENCE N0621'38"E, A DISTANCE OF 59.49 FEET; THENCE N0073'040E A DISTANCE OF 80.70 FEET TO A POINT ON A NON-TANGENT CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 10.00 FEET, A CENTRAL ANGLE OF 9000100; A CHORD BEARING OF N444921"W AND A CHORD DISTANCE OF 14.14 FEET, THENCE NORTHWES7ERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 15.71 FEET TO THE END OF SAID CURVE; THENCE N89 49 21"W, A DISTANCE OF 269.05 FEET TO A POINT ON A NON-TANGENT CURVE, CONCAVE SOUTHEASTERLY, HAWING A RADIUS OF 37.12 FEET, A CENTRAL ANGLE OF 89 37'50; A CHORD BEARING OF S4570 39"W AND A CHORD DISTANCE OF 52.33 FEET, THENCE SOUTHWES7ERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 58.07 FEET TO THE END OF SAID CURVE; THENCE SOO*1039"W, A DISTANCE OF 116.01 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NOR THEA S 7ERL Y, HAVING A RADIUS OF 10.00 FEET, A CENTRAL ANGLE OF 6625'19; A CHORD BEARING OF S3302'00"E AND A CHORD DISTANCE OF 10.95 FEET, THENCE SOUTHEAS7ERRLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 11.59 FEET TO THE POINT OF TANGENCY,' THENCE S0070 39"W, A DISTANCE OF 24.83 FEET,' THENCE N89 49 21"W, A DISTANCE OF 47.45 FEET' THENCE NOO 0305T,, A DISTANCE OF 9798 FEET TO THE POINT OF BEGINNING. CONTAINING: 23,213 SQUARE FEET OR 0.542 ACRES MORE OR LESS. SHEET 2 OF 5 (SEE SHEETS 3 AND 4 MR SKETCH OF DESCRIPTION) SKETCH OF DESCRIPTION ONLY. THIS IS NOT A SURVEY. . �-SKETCH OF . _ �� ... F DESCRIPTION PREPARED FOR: -OF- Dewberry U11UTY EASEMENT VISTA WILLA ALF LLC 620 SOUTH MAGNOLIA AVENUE ORLANDO,FLORIDA32801 PHONE: 321,354.9826 FAx:407,648.9104 A PORNON OF PARM R WWW.DEWBERRY.COM A NG A PORMY Or LOT It.PNLLF IZ KW.E O MT SECAON.% TORNSNP 21 SOIR 4 RANGE M EAST CERTIFICATE OF AUTHORIZATION NO.LB 8011 DATE- IW4,45 REV Mh SM76505 DATE.• 051ml/ 6 DRAW 8T- KUS SEMINOLE COUNTY FLORIDA SCALE I"-N/A CHECKED B>~ HOD POINT OF COMMENCEMENT - NE CORNER OF VISTA WILLA DRIVE (P.B. 47, PAGES 60-61) "'SOUTHERLY RIGHT-OF-WAY LINE (O.R. 2301, PAGE 1486) •-589 49 21 E 533.27' STA IT ROAD 434 _SOD70'39'W 10.00' VARIABLE NPR!IBGIIT-OF-WAY RIGHT--dam WAY MAP SEMW 770 70-2517 S89492I E L=83.25' low,63' R=53.00' --RICHSOU T- F Y RIGHT OF WAY L!N£ � I I4q, A-89'59'45" (OR 2301, PG 1486) I ;d I CB=N4570'31"E i 20 4D �� CH=74.95' PNT S89'4936"E 171.58'11 �u RW v 1 MH-40 FLBT plo (fa542 aa) I I WN Q W 3 I y PNr N89'49'21"W 269.05' I c L=58.07' = I I Pc R=37.12' W PNT d=89 37'50" o LEGEND: CB=S4570'39"W a a I LINE BREAK Z POC POINT ON A CURVE d I O p CH=52.3✓� W Q PC POINT OF CURVATURE S89 49 E 21 r Op z PRC POINT OF REVERSE CURVATURE 0 O +� $ PT POINT OF TANGENCY 12.67 p � O W 4 I PNT POINT OF NON TANGENCY Q RI RIGHT OF WAY POINT OF OR OFFICIAL RECORDS BOOK 1 PT�. ^ I PG PACE BOOK BEGINNING G NOT PLATTED I L L n 71 PC 0 A CENTRAL ANGLE W I CB CHORD BEARING CH CHORD LENGTH p I sl SQUARE FEET oc ACRES Q � i o CHANGE IN DIRECTION W W ! L=11.59' o j R=10.00' d=6625'19" ,moo PCv—cH=iaq5j CB=S33'02'00"E p CURVE TABLE — - P - CURVE LENGTH RADIUS DEL TA CHORD BEARING S0070'390W e] 7.85' S.00 90r70'00 7.0T N4570'... 24.83' . N89'49'21"W 47.45' SHEET 3 OF 5 (sa 5NLE1s 1 AND 2 MR DESCRIP710N DF SW7W) SKETCH OF DESCRIPTION ONLY. THIS 1S NOT A SURVEY. SKETCH OF DESCRIPTION PREPARED FOR: -OF- Dewbeirry VI U11UTY EASEMENT STAWILLA ALF, LLC 520 SOU TH MAGNOLIA AVENUE ORLANDO,FLORIDA 32801 PHONE: 321.354.9826 FAx:407.648.9104 A POR1701V OF PARCEL A WWW.DEWBERRY.CDM EIE W A PORIRN OF LOT 14 PNUF R MW GRANT &5£CB00 A nMWP 21 SWRL RANGE]I PAST CERTIFICATE OF AUTHORIZATION No.LB 8011 DATE 11124115 REV RAW 500765016 DATE 05/05/2M ORAIIN BY' KUS SEMINOLE COUNTY FLORIDA_j SCALE 1'-N/A 04SWEO BY. NO LEGEND: —4--LINE BREAK _.. POC POINT ON A CURVE PC POINT OF CURVATURE PRC POINT OF REVERSE CURVATURE'' PT POINT OF TANGENCY R/W RIGHT OF WAY OR OFFICIAL RECORDS BOOK PB PLAT BOOK PERPETUAL DRAINAGE PG PAGE EASEMENT (PARCEL 600) L LENGTH OR 2747, PG 496 R EASEMENT TO COUNTY FOR ROADWAY CENTRAL A CENTRAL ANGLE CB CHORD BEARING IMPROVEMENTS & UTILITIES STATE ROAD 434 L_J PG 54 CH CHORD LENGTH OR 4437, VARIABLE N1D7H RIGHT-OF-WAY ar SQUARE FEET [(�BF54RING BASIS) RIGHT-OF-WAY AMP SE07I0W 77070-2517 o CHANGE W DIREC7ION SG19'49'21 T —SOUTHERLY RIGHT-OF-WAY LINE 0 20 PNT PC J�6.61' PT PNT (OR 2301, PG 1486) 1 INCH- ..� N007039�E C3 C4 4D FEET �S0o70'39'"W 14.73' OWEWES -S LINE I 15.92' ` PT PC OVIEDO-SPRING HAMMOCK)TRAIL r n -(100' RIW � I S89 49 36 E �'s S89'49'21 T AND D AWIDEINE Z 171.58' / 10' OF v W PC — `� PT ry UTlLI7 EASEMENT UTlUTY EASEMENT ��� z A e ( (PROPOSED) PT ri N t Pc I N89'49'21 AW 269.Q5' a o O � C6 O INOT PLATTED PNT C�� ACCESS EASEMENT L 15.71 ;� V (PARCEL 808) _ ° pQ.. OR 2286, PG 374 R=1 ��r OR 2299, PG 984�mm • n W m�u EASEMENT TO COUNTY d=90 00 00 _ �, 00• o Q FOR ROADWAY , b a IMPROVEMENTS & U17LI71ES CB=N44 4921 W ^ W� � 0 O o a g z-, 37, PG 54 CH=14.i4 ;2 o sid h Z �,�' a y .�..._.....OR 44.................................................. o j .�►` T CURVE ABLE Z j L. o m�o V CURVE FJZ70' RADIUS DELTA CHORD BEARING _.._ MATCH LINE `' m C2 24.00 895946" 3394' N4570'32"E SEE SHEET 5 � C3 3.32' 5.00 38 05 24" 3.26' N18 52'03'W C4 3 48' 5.55 355416 3.42' S1770'59'W j C5 4O 84' 26.00 90170'00' 36.77' S44 49'21"E Q C6 7.98' 71.00 0626'34' 7.98' N86 36'04"W W 57 14.72' 9.00 93 42 ' 3' S49 46'Of'W SHEET 4 OF Jr (SEE sHEETs 1 AND 2 FOR DEscRrPnav of SKETCH) SKETCH OF DESCRIPTION ONLY. THIS IS NOT A SURVEY. SKETCH OF DESCRIPTION _... . PREPARED FOR. —OF— T1UTY Dewberry WSTAWILLA ALF, LLC U EASEM ENT 520 SOUTH MAGNOLIA AVENUE ORLANDO,FLORIDA 32801 PHONE: 321.354.9826 FATc:407.648.9104 A PaRRW OF PARCM$ WWW.DEVVBERRY.COM OEM A PL)RTM OF LOT 19.PMLLP R. 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