Loading...
566 Garrard Group/GPI Sanford I, LLC 1111 Celery Ave.Garrard Group Prepared by: z 4ark Farel Return to: City of Sanford, Utility Department, -City Hall, PO. Box 1788 Sanford, Fl, 32772 MARYMNE NURSF, 91AWLE WLWfY CLEM OF CIRCUIT COURT 11 WWTRULLER 1314 M473 P.qs 1318 - 1321; (4pgs) CLERK'S # 2015054953 R1=C1iIi 14) 17'.W01r:'OZ 4)1a414sr_1 PN RI::CIWPIM FO-11 31J, W L^ RI Cf.1R L:D I3Y J I*ekerrroth(a1I) GRANT OF EXCLUSIVE CITY SERVICES EASEMENT (CORPORATE) THIS INDENTURE, made this ,12th day of May 201.5_ -, between GPI Sanford 1, LLC whose address is 1111 Celery Ave County of Seminole . _ and State of Florida party of the first part, and the CTY OF SANFORD, FLORIDA, a municipal corporation, which is situated in the County of Seminole, the State of Florida, party of the second part; WITNESSETH, that party of the first part, for and in consideration of the sum of one dollar and other valuable consideration paid by party of the second part, receipt whereof is hereby acknowledged, grants and conveys to party of the second part, its successors, assigns, licensees, an exclusive perpetual easement, as described and illustrated below, which is to be under, upon, and across the area of the property situated in or near the City of Sanford, Seminole County, Florida, more particularly described as: (See Attached Exhibit "A" - Legal Description and Exhibit "B" - Drawing) *Also known as 1111 Celery Ave , Sanford, Florida* (Property Address or Development Tract) (Seminole County Parcel No(s). ) 31- 19 -31- 300 - 0050 -0000, 31- 19 -31- 300 - 0060 -0000, 31 -19 -31 -300- 0080 -0000 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. ` 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 part shall have the right to use the area subject to the easement granted hereby (the "Easement Areal% 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 the purposes granted hereby. 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 consent of the party of the second part. If the party of the second part disturbs any landscaping or improvements within the easement area, the party of the second part shall restore such landscaping or improvements. IN WITNES (First Witness Si Printed Name: (Second Witne Printed Name , the parties of the first part hereunto set their hands and seals on the day and year first above written. 1D DELIVERED IN THE PRESENCE OF: GRANTOR: . ----- By: Printed Name: on l°xaV'W-_ fL- .. Title: fl�Ct Ct 0. _ ... ............ Signat e t STATE OF 6� 0, COUNTY OF This instrument was acknowled ed before me on the I V7 i w] (Notarial Seal) :4 - x : M: G , �a.'R s. 2 '3. ®ate SLY _G '-0 tdjmincn'r' Address: / g &o la.Je l (,�i2 �`t/G� J -5 vt e z Sao day of Public in Printed Name `,� O 15 by C_herl U' gra _ the rqwn to me or who provided the State of U— l6k, EXHIBIT A LEGAL DESCRIPTION (SEE EXHIBIT B FOR SKETCH) UTILITY EASEMENT LEGAL DESCRIPTION: A 17'X 17' UTILITY EASEMENT IN SECTION 31, TOWNSHIP 19 SOUTH, RANGE 31 EAST IN SEMINOLE COUNTY, FLORIDA AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE SOUTHERLY RIGHT OF WAY LINE OF CELERY AVENUE (50' R/W) AND THE WESTERLY RIGHT OF WAY LINE OF SOUTH MELLONVILLE AVENUE (60' R/W); THENCE S89 °43'22 "W, ALONG SAID SOUTH RIGHT OF WAY LINE, A DISTANCE OF 123.00' TO THE POINT OF BEGINNING; THENCE, CONTINUE ALONG SAID SOUTH RIGHT OF WAY LINE, S89 °43'22 "W A DISTANCE OF 17.00; THENCE DEPARTING SAID RIGHT OF WAY LINE, S00 °16'38 "E A DISTANCE OF 17.00; THENCE N89 043'22 "E A DISTANCE OF 17.00; THENCE NOW 16'38"W A DISTANCE OF 17.00 FEET TO THE POINT OF BEGINNING. CERTIFIED TO: CITY OF SANFORD, FLORIDA JOB # 15 -041 1 ? a 1 P% I c.. A p ALL POINT3 SURVEYING 8 MAPPING, INC. NOT VALID VdW— 1E SIGNATURE AND THE ORIGINALRAI P S�(tL OF THE FLORIDA LICENSED E�SIONAL VEYOR ER`M}AESPONSIBLE CHARGE: 1395 CROMEY RD NE T a PALM BAY. FL 32905 D F K CEg77FIC74TE N0.1,S838d (7M) 925-9212 Far(772)6734404 • M Da..OAIPOsrtaSM.com ^.T= L67700 LEGEND 8 ABBREVIATIONS SURVEYOR'S NOTES: AKA = ALSO KNOWN AS 1) LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT OR HIS /HER AGENT. SSSSL BUILIDING SETBACK LINE BEARINGS 2 THE UNDERSIGNED SURVEYOR WAS NOT FURNISHED A TITLE COMMITMENT. CB = CATCH BASIN THERE MAY BE RECORDED OR UNRECORDED DEEDS, EASEMENTS OR OTHER CM CMP = CONCRETE MONUMENT = CORRUGATED METAL PIPE INSTRUMENTS THAT COULD AFFECT THE BOUNDARY AND /OR USES OF THIS CO CONC. = CLEAN = CONCRETE PROPERTY. D = FROM DEED DESCRIPTION 3) TYPE OF SURVEY: SKETCH OF LEGAL DESCRIPTION. THIS IS NOT A EL DRAINAGE = ELEVATIONEASEMENT BOUNDARY SURVEY. EP = EDGE OF PAVEMENT 4) STATED LEGAL PURPOSE OF SURVEY HEREON: EASEMENT CREATION. EW FH = EDGE OF WATER = FIRE HYDRANT 5 ALL MEASUREMENTS HEREON ARE BASED ON U.S. STANDARD DECIMAL ) FIR FIR = FOUND IRON PIPE =FOUND IRON ROD FEET. FND = FOUND 6) THIS SURVEY IS NOT INTENDED TO DETERMINE OR REFLECT OWNERSHIP. IRC = IRON ROD WITH CAP 7) ADJOINING LOTS SHOWN HAVE NOT BEEN SURVEYED. M m LIGHT POLE 8) THIS SURVEY IS NOT INTENDED TO LOCATE ANY SUB - SURFACE NIO = NAIL AND DISK IMPROVEMENTS, UNDERGROUND FOUNDATIONS NOR SUBSURFACE O ORB = OVERHEAD WIRE = OFFICIAL RECORD BOOK ENCROACHMENTS. P = FROM PLAT 9) BEARINGS ARE BASED UPON THE SOUTH R/W LINE OF CELERY AVENUE PPCC PLAT POINT OF CURVATURE ASSUMED AS BEING S89 '43'22W AND LABELED "BB'. PCC = POINT OF COMPOUND CURVE 10) UNLESS OTHERWISE NOTED, MEASURED BEARINGS AND DISTANCES ARE PG PI = PAGE = POINT OF INTERSECTION EQUAL TO THOSE SHOWN ON THE PLAT. � = PPOOIINNT O BEGINNING 11) THIS SURVEY IS NOT INSURED FOR MULTIPLE USES. IT IS CERTIFIED AND POC = POINT OF COMMENCEMENT INTENDED FOR THE SINGULAR USE(S) AND /OR PURPOSES LISTED IN ITEM #4 PRC PT POINT OF = POINT OF TANGENCY ABOVE ABOVE BY THOSE LISTED HEREON. PU = PUBLIC UTILITIES 12) THIS SURVEY MEETS OR EXCEEDS FLORIDA'S MINIMUM TECHNICAL R ROP = FROM THE RECORD = REINFORCEDCONCRETEPIPE STANDARDS CONTAINED WITHIN SECTION 5J -17 F.A.C. FOR THE PURPOSES ww =RIGHT OF WAY SIR = SET IRON ROD WITH CAP L87780 FOR WHICH IT 1S INTENDED. TOB TOP OF SANK F 13) IT IS THE INTENT OF ALL POINTS SURVEYING & MAPPING`�PNI;.m UE UP uR = UTILITY EASEMENT = UTLITYPOLE = UTILITY RISER COPYRIGHT THIS SKETCH. NO PART OF THIS SKETCH MAY BE EIS 13w VIA ANY MEDIUM WITHOUT THE EXPRESS WRITTEN t)NS IT.QlF; ` WM WPP = WATER METER = WOOD POWER POLE ., . ,� • �^ ^ SURVEYING & MAPPING, INC. •, / '• WV = WATER VALVE = RADIUS ,1 14) ADDITIONS OR DELETIONS TO THIS SURVEY WIT Z f MISSION Fkf,i R L = ARCLENGTH _ ALL POINTS SURVEYING & MAPPING, INC. IS PROAITEq BY LA _ v = CENTRAL ANGLE � " ¢ =CENTERLINE C DATE:45l201 REVISIONS JOB # 15 -041 1 ? a 1 P% I c.. A p ALL POINT3 SURVEYING 8 MAPPING, INC. NOT VALID VdW— 1E SIGNATURE AND THE ORIGINALRAI P S�(tL OF THE FLORIDA LICENSED E�SIONAL VEYOR ER`M}AESPONSIBLE CHARGE: 1395 CROMEY RD NE T a PALM BAY. FL 32905 D F K CEg77FIC74TE N0.1,S838d (7M) 925-9212 Far(772)6734404 • M Da..OAIPOsrtaSM.com ^.T= L67700 EXHIBIT B: SKETCH OF UTILITY EASEMENT: CE MAVENUE ry CERTIFIED TO: 4 Z' 4. CITY OF SANFORD, FLORIDA P.O.B. 17.,901 LEGEN & TBREVIATIONS i rz AKA ALSO KNOWN AS 0 0 BB BASIS OF BEARINGS B& BUILDING SETBACK LINE 0 Ulli E. CB CATCH BASIN 0 14 cm CONCRETE MONUMENT �4 0 CUP = CORRUGATED METAL PIPE —4. co CLEAN OUT 0) CONC. CONCRETE 03 q 0 FROM DEED DESCRIPTION DE DRAINAGE EASEMENT 03 00 EL • ELEVATION 00 EP • EDGE OF PAVEMENT EW • EDGE OF WATER m FH = FIRE HYDRANT FIP • FOUND IRON PIPE FIR FOUND IRON ROD 17.00 FNO a FOUND GV m GATE VALVE tRC RON ROO WITH CAP N80043'22"E Up • LIGHT POLE M a MEASURED NID = NAIL AND DISK DETAIL GHW • OVERHEAD WIRE ORB OFFICIAL SCALE 1"=10' p FROM RECORD BOOK PLAT SURVEYOR'S NOTES: PIS PLAT BOOK 1) LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT OR HISIHER AGENT. PC • POINT OF CURVATURE 2) THE UNDERSIGNED SURVEYOR WAS NOT FURNISHED A TITLE COMMITMENT. THERE MAY BE RECORDED OR UNRECORDED DEEDS, PCC POINT OF COMPOUND CURVE EASEMENTS OR OTHER INSTRUMENTS THAT COULD AFFECT THE BOUNDARY AND/OR USES OF THIS PROPERTY. PG PAGE Pt • POINT OF INTERSECTION 3) TYPE OF SURVEY: SKETCH OF LEGAL DESCRIPTION. THIS IS NOT A BOUNDARY SURVEY. PL = PROPERTY LINE 4) STATED LEGAL PURPOSE OF SURVEY HEREON: EASEMENT CREATION. POO = POINT OF BEGINNING 6) ALL MEASUREMENTS HEREON ARE BASED ON U.S. STANDARD DECIMAL FEET. POC • POINT OF COMMENCEMENT 6) THIS SURVEY IS NOT INTENDED TO DETERMINE OR REFLECT OWNERSHIP. PRC • POINT OF REVERSE CURVE 7) ADJOINING LOTS SHOWN HAVE NOT BEEN SURVEYED. PT m POINT OF TANGENCY 8) THIS SURVEY IS NOT INTENDED TO LOCATE ANY SUB-SURFACE IMPROVEMENTS, UNDERGROUND FOUNDATIONS NOR SUBSURFACE PU = PUBLIC UTILITIES ENCROACHMENTS. R m FROM THE RECORD 9) BEARINGS ARE BASED UPON THE SOUTH RAN LINE OF CELERY AVENUE ASSUMED AS BEING S89-4322 -W AND LABELED"Bil". RCP • REINFORCED CONCRETE PIPE RIW RIGHT OF WAY 10) UNLESS OTHERWISE NOTED, MEASURED BEARINGS AND DISTANCES ARE EQUAL TO THOSE SHOWN ON THE PLAT. SIR - SET IRON ROD WITH CAP LB7780 11) THIS SURVEY IS NOT INSURED FOR MULTIPLE USES. IT IS CERTIFIED AND INTENDED FOR T}6sikbuL4R YSE(S) AND/OR PURPOSES Tos • TOP OF BANK LISTED IN ITEM #4 ABOVE BY THOSE LISTED HEREON. 12) THIS SURVEY MEETS OR EXCEEDS FLORIDA'S MINIMUM TECHNICAL STANDARDS PONT D Wf;L J49";S UE UTILITY EASEMENT A7 FAC, FOR THE Up = UTILITY POLE UR UTILITY RISER PURPOSES FOR WHICH IT IS INTENDED WM WATER METER 13) IT IS THE INTENT OF ALL POINTS SURVEYING & MAPPING, INC. TO COPYRIGHT i�IIS_%QET N I RMAY BE WPP VVK)OD POWER POLE REPRODUCED VIA ANY MEDIUM WITHOUT THE EXPRESS WRITTEN CONSENT E ALO'uvsk q . INC. , WV WATER VALVE 14) ADDITIONS OR DELETIONS TO THIS SURVEY WITHOUT PERMISSION FRO LL TNT,$ EYING & MA fNC'fS_ PROHIBITED R RAMS BY LAW. L ARC LENGTH SEE EXHIBIT . A FOR LEG OPTIO(t CENTRALANGLE - ." I TV 0- *1 CENTERLINE C�H` W 'Tti S Ag U SCALE: AS SHOWN o6�q�–%TE: f'qw1wo 450 REVISIONS JOB # 15-041 TA I 'il. A p ALL POINTS SURVMNG & MAPPING, INC. NOTVAUDt� TTHESIGNATURE OdSiOSEAT OF THE FLORIDA S* UCENSE)t AND R AL � THE RESPONSIBLE CHARGE: v 1395 CROMEY RD NE CERTIFICATE PALM BAY, FL 32WS EFITY"Fl. CERITFICATE NO 1 S16364 (321)2lD.M5 F=(321)98"m M Dave@AIIPointsSm.corn LB7780 C.2 MAU.SIUDW Lj LL LOCUS MAP AND PARENT TRACT SCALE 1"=40' ry CERTIFIED TO: 4 Z' 4. CITY OF SANFORD, FLORIDA P.O.B. 17.,901 LEGEN & TBREVIATIONS i rz AKA ALSO KNOWN AS 0 0 BB BASIS OF BEARINGS B& BUILDING SETBACK LINE 0 Ulli E. CB CATCH BASIN 0 14 cm CONCRETE MONUMENT �4 0 CUP = CORRUGATED METAL PIPE —4. co CLEAN OUT 0) CONC. CONCRETE 03 q 0 FROM DEED DESCRIPTION DE DRAINAGE EASEMENT 03 00 EL • ELEVATION 00 EP • EDGE OF PAVEMENT EW • EDGE OF WATER m FH = FIRE HYDRANT FIP • FOUND IRON PIPE FIR FOUND IRON ROD 17.00 FNO a FOUND GV m GATE VALVE tRC RON ROO WITH CAP N80043'22"E Up • LIGHT POLE M a MEASURED NID = NAIL AND DISK DETAIL GHW • OVERHEAD WIRE ORB OFFICIAL SCALE 1"=10' p FROM RECORD BOOK PLAT SURVEYOR'S NOTES: PIS PLAT BOOK 1) LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT OR HISIHER AGENT. PC • POINT OF CURVATURE 2) THE UNDERSIGNED SURVEYOR WAS NOT FURNISHED A TITLE COMMITMENT. THERE MAY BE RECORDED OR UNRECORDED DEEDS, PCC POINT OF COMPOUND CURVE EASEMENTS OR OTHER INSTRUMENTS THAT COULD AFFECT THE BOUNDARY AND/OR USES OF THIS PROPERTY. PG PAGE Pt • POINT OF INTERSECTION 3) TYPE OF SURVEY: SKETCH OF LEGAL DESCRIPTION. THIS IS NOT A BOUNDARY SURVEY. PL = PROPERTY LINE 4) STATED LEGAL PURPOSE OF SURVEY HEREON: EASEMENT CREATION. POO = POINT OF BEGINNING 6) ALL MEASUREMENTS HEREON ARE BASED ON U.S. STANDARD DECIMAL FEET. POC • POINT OF COMMENCEMENT 6) THIS SURVEY IS NOT INTENDED TO DETERMINE OR REFLECT OWNERSHIP. PRC • POINT OF REVERSE CURVE 7) ADJOINING LOTS SHOWN HAVE NOT BEEN SURVEYED. PT m POINT OF TANGENCY 8) THIS SURVEY IS NOT INTENDED TO LOCATE ANY SUB-SURFACE IMPROVEMENTS, UNDERGROUND FOUNDATIONS NOR SUBSURFACE PU = PUBLIC UTILITIES ENCROACHMENTS. R m FROM THE RECORD 9) BEARINGS ARE BASED UPON THE SOUTH RAN LINE OF CELERY AVENUE ASSUMED AS BEING S89-4322 -W AND LABELED"Bil". RCP • REINFORCED CONCRETE PIPE RIW RIGHT OF WAY 10) UNLESS OTHERWISE NOTED, MEASURED BEARINGS AND DISTANCES ARE EQUAL TO THOSE SHOWN ON THE PLAT. SIR - SET IRON ROD WITH CAP LB7780 11) THIS SURVEY IS NOT INSURED FOR MULTIPLE USES. IT IS CERTIFIED AND INTENDED FOR T}6sikbuL4R YSE(S) AND/OR PURPOSES Tos • TOP OF BANK LISTED IN ITEM #4 ABOVE BY THOSE LISTED HEREON. 12) THIS SURVEY MEETS OR EXCEEDS FLORIDA'S MINIMUM TECHNICAL STANDARDS PONT D Wf;L J49";S UE UTILITY EASEMENT A7 FAC, FOR THE Up = UTILITY POLE UR UTILITY RISER PURPOSES FOR WHICH IT IS INTENDED WM WATER METER 13) IT IS THE INTENT OF ALL POINTS SURVEYING & MAPPING, INC. TO COPYRIGHT i�IIS_%QET N I RMAY BE WPP VVK)OD POWER POLE REPRODUCED VIA ANY MEDIUM WITHOUT THE EXPRESS WRITTEN CONSENT E ALO'uvsk q . INC. , WV WATER VALVE 14) ADDITIONS OR DELETIONS TO THIS SURVEY WITHOUT PERMISSION FRO LL TNT,$ EYING & MA fNC'fS_ PROHIBITED R RAMS BY LAW. L ARC LENGTH SEE EXHIBIT . A FOR LEG OPTIO(t CENTRALANGLE - ." I TV 0- *1 CENTERLINE C�H` W 'Tti S Ag U SCALE: AS SHOWN o6�q�–%TE: f'qw1wo 450 REVISIONS JOB # 15-041 TA I 'il. A p ALL POINTS SURVMNG & MAPPING, INC. NOTVAUDt� TTHESIGNATURE OdSiOSEAT OF THE FLORIDA S* UCENSE)t AND R AL � THE RESPONSIBLE CHARGE: v 1395 CROMEY RD NE CERTIFICATE PALM BAY, FL 32WS EFITY"Fl. CERITFICATE NO 1 S16364 (321)2lD.M5 F=(321)98"m M Dave@AIIPointsSm.corn LB7780 C.2