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595 4120 E. SR 46, Ryan & Ellen DeenGRANT MALOY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER CFN# 2019087222 Bk:9414 Page:1266-1268 (313gs) REC: 08/13/2019 1:08:59 PM by jeckenroth RECORDING FEES $27.00 Prepared by: Common Oak Engineering, LLC 1201 Louisiana Ave, Suite C Winter Park, FL 32789 Return to: City of Sanford, Utility Department, t - City Hall, PO. Box 1788 N Sanford, FL 32772 ce) c LL GRANT OF EXCLUSIVE CITY SERVICES EASEMENT (CORPORATE) cs EllU- ust 2019 between Ryan Deen/M. en Deen whose address o 2nd da0 THIS INDENTURE, made this ...__._.,__...y of August D� 4— is 620 Mariposa Street County of Orange ; and State of FL party of the U) first part, and the CTY OF SANFORD. FLORIDA, a municipal corporation, which is situated in the County of Seminole, the State of a Florida, party of the second part; Qle Q Y WITNESSETI-1, that party of the first part, for and in consideration of the sum of one dollar and other valuable consideration paid by M party of the second part, receipt whereof is hereby acknowledged, grants and conveys to party of the second part, its successors, z tL assigns, licensees, an exclusive perpetual easement; as described and illustrated below, which is to be under, upon, and o Z across a portion of the southern area of the property situated in or near the City of Sanford, Seminole County, Florida, more o 0 particularly described as: (See Attached Exhibit "A" - Legal Description and Exhibit "B" - Drawing) 1 r'') � 1 *Also known as 4120 East State Road 46 Sanford, Florida* o (Property Address or Development Tract) (Seminole County Parcel No(s). 34-19-31-300-003B-0000 _ ) U) o� T O 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. U U 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 N N 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 ru the purposes granted hereby. 0) N D 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 cn consent of the party of the second part. If the party of the second part disturbs any landscaping or improvements within the easement area, :a the party of the second part shall restore such landscaping or improvements. T IN WITNESS WHEREOF, the parties of the first part hereunto set their hands and seals on the day and year first above written. -0 o SIGNED, SEALED, AND DELIVERED IN THE PRESENCE OF: c ATTEST: GRANTOR: By: CL fitness Signatu Printed Name: Ryan Deen/M. Ellen Deen Title: Trustees `�Address: 620 Mariposa Street (Second Witnesse.gn—atu,—e)----- Printed Name: Orlando, FL 32801 STATE OF FL , COUNTY OF ORANGE This instrument was acknowledged before me on the 2nd day of August 2019 , by Ryan Deen/M. Ellen Deen the Trustees of 4120 East State Road 46 who is personally known to me or who provided as identification. (Notarial Seal) _ MICHELLE M.HOFFMAN Nota Public in and fort tate of FL Commission # GG 187488 Notary • t /� 1 2022 ExptreSFebtuaty2S' Printed Name ('t�'�iC��!{l� .Ti •....•p� BondedThruTroy F� � 800.385.7ot9 :. DESCRIPTION: 10.00'x11.40' UTILITY EASEMENT DESCRIPTION COMMENCE AT THE SOUTHWEST CORNER OF SECTION 34, TOWNSHIP 19 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA; RUN THENCE N89°38'04"E ALONG THE SOUTH LINE OF SAID SECTION 34, A DISTANCE OF 247.20 FEET; THENCE N00°21'56"W A DISTANCE OF 29.99 FEET TO THE SOUTHWEST CORNER OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 2137, PAGE 462, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE N00o 28 00„ W ALONG THE WEST LINE OF SAID LANDS A DISTANCE OF 43.85 FEET TO A NON -TANGENT POINT ON A CURVE CONCAVE NORTHERLY AND HAVING RADIUS OF 3576.68 FEET; THENCE FROM A TANGENT BEARING OF N89°53'37"E, RUN EASTERLY ALONG THE ARC OF SAID CURVE AND THE NORTH RIGHT-OF-WAY LINE OF STATE ROAD 46 PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP SECTION 77161, F.P. ID. 407355-1, THROUGH A CENTRAL ANGLE OF 00°16'27", AN ARC DISTANCE OF 17.12 FEET TO THE POINT OF TANGENCY THEREOF; THENCE N89°36'44"E ALONG SAID NORTH RIGHT-OF-WAY LINE A DISTANCE OF 55.70 FEET FOR A POINT OF BEGINNING; THENCE N00°23'16"W A DISTANCE OF 11.40 FEET; THENCE N89°36'44"E A DISTANCE OF 10.00 FEET; THENCE S00`23'16"E A DISTANCE OF 11.40 FEET; THENCE S89°36'44"W A DISTANCE OF 10.00 FEET TO THE POINT OF BEGINNING. CONTAINS 114 SQUARE FEET MORE OR LESS. THIS SKETCH IS NOT A BOUNDARY SURVEY. SHEET 1 OF 2 LI -ft 34-1.7-J1-rYHISl.Cl30 3VUL I ! I PREPARED FOR: 7 -ELEVEN, INC. A TEXAS CORPORATION; STORE NO. 38676 — - ��n -iJ�lifn�rt THIS SKETCH MEETS THE "STANDARDS OF PRACTICE" AS REQUIRED BY CHAPTER 51.17 FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472,P27 9F THE FLORIDA STATUTES. 1t 7 l (!lull RONALD K. SMITH, PSM 5797 "NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OFTHIS FLORIDA LICENSED SURVEYOR AND MAPPER." OR THE DIGITAL SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY RONALD K. SMITH, PSM 5797, A CCI ACCURIGHT SURVEYS OF ORLANDO INC., LB 4475 2012 E. Robinson Street Orlando, Florida 32803 www.AccurightSurveys.net Admin@AccurightSurveys.net LEGEND CENTERUNE PG PAGE CALC -CALCULATED POB POINT OF BEGINNING A CENTRAL ANGLE POC -POINTOF DB DEED BOOK COMMENCEMENT DE DRAINAGE EASEMENT PRC -POINT OF REVERSE DOC $1 -DOCUMENT!! CURVATURE ESMT -EASEMENT PT -POINT OFTANGENCY L - ARC LENGTH R/W - RIGHT OF WAY ORB OFFICIAL RECORDS BOOK R RADIUS P&M - PLAT&MEASURED TYP -TYPICAL PB PLAT BOOK UE - UTILITY EASEMENT PC -POINT OF CURVATURE PCC - POINT OF COMPOUND CURVATURE DESCRIPTION: 10.00'x11.40' UTILITY EASEMENT C1 CURVE DATA A = 00°16'27" R = 3576.68' L = 17.12' CHORD S89°57'28"E 17.12' ORB 8535, PG 1379 NOT PLATTED LINE CHART N W E N00°28'00"W S C1 CURVE DATA A = 00°16'27" R = 3576.68' L = 17.12' CHORD S89°57'28"E 17.12' ORB 8535, PG 1379 NOT PLATTED LINE CHART L1 N00°21'56"W L2 N00°28'00"W L3 N89°3644"E L4 N00°23'16"W L5 N89°36'44"E 1 6 S00°23'16"E CURVE DATA L7 S89°36'44"W A = 03°58'08" R = 3576.68' L = 247.75' CHORD S87°49'44"E 247.70' 29.99' 43.85' 55.70' 11.40' 10.00' 11.40' 10.00' BO m N w 0 0 BO N 0 0 V) N Qa d cD a m N m Q: O L Z ORB 2137, PG 462 NOT PLATTED L5 N. R/W LINE I - 2x C1 ° L3 J L7 TANGENT BEARING PO B N89°53'37"E R/W MAP SECTION 77161 F.P. ID. 407355-1 SW CORN E R, ----_.f--ORB 2137, PG 462 1" �S. LINE ri ORB 2137, PG 462 N89°38'04"E 247.20' —— ____N -------------- POC SW CORNER, SECTION 34-19-31 PER DEPARTMENT OF NATURAL RESOURCES CERTIFIED CORNER RECORDS DOCUMENT NO. 055980 S. LINE, SW 1/4, SECTION 34-19-31 BEARING BASIS STATE ROAD 46 (PUBLIC R/W WIDTH VARIES) (WIDTH OF TRAVELED WAY=98'± THIS SKETCH IS NOT A BOUNDARY SURVEY. PREPARED FOR: 7 -ELEVEN, INC., A TEXAS CORPORATION; STORE NO. 38676 THIS SKETCH MEETS THE "STANDARDS OF PRACTICE" A' REQUIRED BY CHAPTER 5J-17 FLORIDA BOARD OF LAN[ SURVEYORS, PURSUANT TO SECTION 472.027 OF TH' FLORIDA STATUTES. t°d fjrrfrt r ! RONALD K. SMITH, PSM 5797 "NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEA OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER:' OR THE DIGITAL SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY RONALD K. SMITH, PSM 5797. �A�C4C UR I �GIH T m� ACCURIGHT SURVEYS OF ORLANDO INC., LB 4475 2012 E. Robinson Street Orlando, Florida 32803 www.AccurightSurveys.net Admin@AccurightSurveys.net SHEET 2 OF 2 f -CENTERLINE PG PAGE CALC -CALCULATED POB POINT OF BEGINNING A - CENTRAL ANGLE POC - POINT OF DB DEED BOOK COMMENCEMENT DE DRAINAGE EASEMENT PRC POINT OF REVERSE DOC# -DOCUMENT CURVATURE ESMT -EASEMENT PT POINT OF TANGENCY L - ARC LENGTH R%W - RIGHT OF WAY ORB - OFFICIAL RECORDS BOOK R RADIUS P&M -PLAT&MEASURED TYP -TYPICAL PB -PLAT BOOK UE -UTILITY EASEMENT PC -POINT OF CURVATURE PCC - POINT OF COMPOUND CURVATURE