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HomeMy WebLinkAboutExhibit AII MARIO PRATS R. & ASSOCIATES INC. SU F2\/EYO f2S — MAPP E IRS — PLANNERS 52 SW 81 st Avenue - Miami, Florida 33144 (305) 551-6000 E-mail: docs©pratssurvey.com Proudly Serving theIr Floriclo ReciI Estate Community For Over 30 Yecars Certificate of Authorization No.:4249. ,11I,� iv 4io16 b="`"9® l iisadi'1 s.E. 11 r en Property address: 8032 N.E. 2nd Avenue, Miami, FL 33138 LEGAL DESCRIPTION THAT PART OF TRACT A OF DOBBS BUSINESS CENTER, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 53 AT PAGE 73 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE MOST EASTERLY SOUTHEASTERLY CORNER OF SAID TRACT A; THENCE NORTH ALONG THE WEST LINE OF NORTHEAST SECOND AVENUE A DISTANCE OF 60 FEET TO A POINT; THENCE WESTERLY PARALLEL WITH THE NORTH LINE OF SAID TRACT A, A DISTANCE OF 172 FEET, THENCE SOUTHERLY A DISTANCE OF 111.60 FEET TO A POINT ON THE SOUTH LINE OF SAID TRACT A; THENCE EAST ALONG THE SOUTH BOUNDARY LINE OF SAID TRACT A, A DISTANCE OF 50 TO A CORNER OF SAID TRACT A; THENCE NORTH ALONG THE BOUNDARY LINE OF SAID TRACT A, A DISTANCE OF 51.60 FEET TO A CORNER OF SAID TRACT A; THENCE EASTERLY ALONG THE SOUTH BOUNDARY LINE OF SAID TRACT A, A DISTANCE OF 122 FEET TO THE POINT OF BEGINNING. Flood Information: Flood Zone: "X" I Base Flood Elevation: N/A !Community Panel No.:120650-0302 I Map Revised: September 11, 2009 For The Benefit of: Rivercow LLC SURVEYOR'S LEGEND B.M. = Bench Mark M = Field Measure P.U.E. = Publlc Utility Easement 4Y--pp X X X Chain Link Fence Fire Hydrant Calc.=Calculated N.TS. = Not to Scale S=Sectlon Hyb o ❑ 0 Wood Fence Meas. = Measured BS. L. = Building Setback Llne RGE.=Range C/L=Centerline C B S = Concrete -Block -Structure TWP = Township 0 Sewer Manhole o 0 o Iron Fence M/L= Monument Une A/C =AIr Conditioner L=Arc Llmlted Access R/W N=North U.P. = Utlllty Pole R=Radius /// /// /// /// O Light Pole S = South Gar=Garage D = Delta - - Monument Line E = East W.M. = Water Meter T = Tangent W = West E B = Electric Box Encr.=Encroachment —,t-- Center Llne G- Wood Power STY = Story Swk=Sidewalk T.O.B.= Top of Bank — — E — — Overhead Wires Pole W.F. = Wood Fence R/W =Right -of -Way E.O.W.=Edge of Water CLF.= Chain Llnk Fence Elev.=Elevation E.O.P.= Edge of Pavement Aspnon Oom0 , Handicap P.T.=Point of Tangency Pky =Parkway RW.= Right-of-way P.O.B= Point of Beginning Typ.=Typical ST.L.= Survey -He Llne P.C.= Point of Curvature P.P.= Pool Pump ST.L= Survey -He Line concrete PRC= Point of Reverse Curvature F.F,Elev.= Finish Floor U.E.=Utility Easement 0Water Meter U.E. = Utility Easement Res. = Residence C.U.E.= County Utility Easement ® Catch Basin D.M.E: Drainage and Maintenance Easement D.F.= Drainage Easement L.M.E.= Lake Malntenance Easement 111Toe 11 Ta} I.E.& U.E. = Ingress, Egress & U.E L.B.E. = Landscape Buffer Easement R.O.E.= Roof OverhangEasement ... •• P.R.M.= Permanent Reference Monument L.A.E. = Limited Access Easement P.C.P.= Permanent Control Point C.M.E: Canal Maintenance Easement0ni P.C.C. Point of Compound Curvature A.E. = Anchor Easement � v u(�71 P.O.C: Point of Commencement A.E. =Anchor Easement SURVEYOR'S NOTES ELEVATIONS NOTES: (IF REQUESTED AND SHOWN) 1. The above captioned Property was surveyed and described based on the above Legal Description furnished by Client. 2. This Gertlflootlon Is only for the lands as described, It Is not as certification of TItde, Zoning, Easements, or Freedom of Encumbrances, ABSTRACT NOT REVIEWED. 3 There may be additional Restriction not shown on tills survey that may be found In the Publlc Records of tills County. Examinaton of ABSTRACT OF TITLE volt have to be made to determine recorded Instruments, If any affecting this property. 4 Ownership subject to OPINION OF TITLE. 5 Type of SurveyBOUNDARY SURVEY. 6. Location and Identlflcaton of UtlItes and or adjacent to the property were not secured as such Information was not requested. 7. Unless otherwise noted, this Arm has not attempted to locate Footings and/or Foundations (underground). 8. Ids PLAN OF SURVEY, has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed part. 9 If Bearings shown they are based on. Centerline of NE 2ND AVENUE being NO°00'00"E. 10. Predslon of Closure 1 7500 Suburban Class Survey. 11. Ownership of fences are not determined. 12. Architects shall verify zoning regulations, restriction, setbacks and von be responsible for submitting plot plans with correct Information for "approval for authorization" to the proper authorities In new construction. 13. Mortgage purposes only, any other use Is not valid without the written consent of the signing surveyors. 1. 0.0' Indicates existing Elevations. 2 Elevations are referred to the National Geodetic Vertical Datum. 3 BENCHMARK (Used) B.M. No. X-2-01958 Elevation. 7.65 Feet The above "BOUNDARY SURVEY", represent the herein described property and It was completed under my supervision and or direction, to the best of my knowledge and belief and It also meets the Mlnlmum Technical Standard set forth by The Florida Board of Land Surveyors and Mappers, pursuant to Secton 5J-17.051, Florida Statutes and Implementing Rules, Florida Board Administrative Code. THIS NOT A VALID CERTIFICATION WITHOUT THE SURVEYOR'S ORIGINAL SIGNATURE AND RAISED EMBOSSED SEAL PRESENT. Digitally signed by Mario Prats Jr. DN: c=US, o=Mario Prats Jr. and Associates INC., dnQualifier=A01410C00 00018820BBDA8B00026 43) R'i0Bilcn=Mario Prats Jr. 7r/>anOd'tieviav82A, 6686 e of FI6283109 -04'00' Orlglnal date. 09/05/2019 Held date. 09/13/2019 (For Ur -dates see REVISIONS) Original J.N.. 31126 He No.. 31126 V-01 REVISION J. N.. 33025 Dote 01/26/2022 J.N. 34442 Dote06/11/2024 J.N.. Date J.N.. Date J.N.. Date J.N.. Date. J.N.. Date. 0111111111114 1111111111111111, Graphic Scale 12.5 0 12.5 25 BOUNDARY S U R V E Y Scale: 1 " = 25' 50 Scale in feet Found Reber aura Link e (0 Fence n WBarb Z Q c7 oIn N ((IA �x 5U1 M Ox m 00 Q w j m a °m 0 D 60 1.15' Power Pole 42.00' vlO° 6.70' 10.00' 42.00' / 2000 Found 0bar w 0 0 0 0 0 Found. um a'sebulFence1 < Found Rebar (0' nigh Rebar ; S :x �5� 5wk. T.. !y+�: b/} .�53"r.£:5B'�DO�. Digitally signed by Mario Prats Jr. DN: c=US,o=Mario Prats Jr. and Associates INC., dnQual'Ifler=A0141 C00000188201313D A8B00026COB, ,„ cn=Mado Prats Jr. Date: 2024.06.11 Morin Prats PIP:22:32 -04'00' Profession,urveyor and Mapper No. 6686 State Of Florid° Metal Found Box Nail 2' Curb & Gutter (A Portion of Tract A ) DOBBS BUSINESS CENTER" ( P.B. 53 - PG. 73 ) 1-STORY-BUILDING Commercal Bulldog No. 8038 1-STORY-BUILDING Commercial Warehouse No.8032 EEEIev. ] 98' 130 00'/ N89°54'53"E 122.00' I MARIO PRATS JR. & ASSOCIATES, INC. NOT A PART OF THE SURVEY CITY OF MIAMI PARK gy N.E. 80TH TERRACE 35.2' Asphalt Pavement SURVEYORS - MA RRE RS - FLAN N ERS 52 SW 81st Avenue - Miami, Florida 33144 (305) 551-6000 - E-mail: docs©prat55urvey.com Certlincite of Authorization No.:4249 caW°II31 35' 70' TOTAL RAW B' W Z Courtesy Notes: -NO VISIBLE ENCROACHMENTS OR EASEMENTS VIOLATION OBSERVED SIGNATURE AND RAISED EMBOSSED SEAL PRESENT. Original date. 09/05/2019 Field date: 09/13/2019 ° EE-tEre:°° aeelslona OngeoIJ.N.. 31126 File No.: 31126 V-02 N N N REVISION 33025 34442 N N N Date 01/26/2022 Date02/11/2024 Dale Date Date Date Dale: