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HomeMy WebLinkAboutExhibit ABOUNDARY Property Address: 3811 R 111AMi. FLORIDA, 3 a ,'.,3.7 LEGAL DESCRIPTION: 1 andc 'PRINCES PARK" according to thin pat the eof ay . _ -Cr e�1 , Plat Lots i 2, �lci ;4 rJs J� � ,_ Book, 6 at Pape 87 of the F.ub!ir- Records of Dade County, Fk rda. SURVEYOR'S NOTES; The above captioned Property was su eyed .and described based o, the above Lego' Description: Provkled by Client. 2) This Certification is Crly for the sands as described. It is not a cebtfication Easements, or Freedom of Encurnbrar des. ABS T RACT NOT REVIEWED. ;I There may be additional Restrictions not shown on ti-Iis si,-n ey tha, may be +oi nd {3. the Puoiie Records of this County, Ex.arrrnati©n of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. Accuracy: The expected use of the land, as classified in the Minimum Technical Standards 61G17-6FAC), is "Residential High Risk'. The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and/or footings that may cross beyond the boundary :ides of the parcel herein described are not shovrn hereon. 6) Not valid without the signature and the original raised seas of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Contact the appropriate authority prior to any design work on the herein -described parcel for Building and Zoning information. Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. 9) The surveyor does not determine fence and/or wall ownership. 10) Ownership subjects to OPINION OF TITLE. 11) Type of Survey: BOUNDARY SURVEY. 12) North arrow direction and bearings are based on Recorded Plat Book bat Page 87 of the Public Records of Dade County, Florida. 13) Elevations are based on the National Geodetic Vertical Datum of 1929. 14) Bench Mark Used: # N/A of Dade County, FL. ` Elev. = N/A' 15) Flood Zone: X Base Flood Elev.: NIA as per Dade County, Florida. FEMA Panel Number: 120650-0183-3-MARCH 2, 1994 16) This PLAN OF SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party: B.) c.) D. ) SURVEYORS CERTIFICATE: i Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the real property described hereon. 1 further certify that this survey was prepared in accordance with the applicable provisions of Chapter 61 G17-6, Florida Administrative Code. Field Date: December 5, 20t36 Job# RP-06-2010 Pablo J. Alfonso P.S.M. Professional Surveyor 8, Mapper State of Florida Reg. No.5880 c ' C3 :3 7. • , N. .7, 5 1 75 NW 1 53'` STC ET, SUITE 321, M.1 /AM3 t.AKE S. F LOC I DA. 330 c Phan e: 305-6?2.5062 Fax 305-8 2? - 96 SP- P c oy., e 1 GI O,..,N- ARY..suA `=Y-,tLBTEN,3g1.4 NW (AYE`U 1A!ErtOT i.e z.Ri3.s'SADL-3'TS,doc BOUNDARY SZJRNia\i-- ...=, • '' , , -•.'''' . • ' ...-011AL7 FA-4,,,,,E, 0,..' N',..,. . , . • . 0 6' 16- • „A-- — 00.00' ., , • . ' !.. , 1., :. •0..,,..30.0. __. ! 4. E .--r-nAnto ----VAAN1_AND ,4-17.ALT PANDANt—, 100.00. 1:5i$ VE.Na LO, 1.0 23 gocx *ALL VrAmE.s. vr4:710 VA1,1.7`f NW. 38th STREET 1-VMPHALT PM/D/16341 23' !VW_ — -- \\!13RTHERI, R/W UhlE or S'14 36 STRUT EXPRESS-5W 0,196 EXPRCS3-.1,Y) P.EN 0106a74.1. ATSAS 3TY or NEW ,A4.5-1t0 PHONE: 30.5-822-6062 FAX: 305-627. -966.9 6175 A 15.3rd SIREE1 .5.k.]C1E 321 .AE V. 33014 LEGEND A= / Y.& e Lk, — ..1,47,frd F.c0A0 !s f•.wr,c,2 ktrAnt,,,ent •-"t' 90"5.33- 21' ig! ,S=• • -,•CLoicfi CM, ,,Ve0, =PArft,..- PA,3, FC..140 - NAL i -1' I rn 1 Now,w,EN-Ta._ 35.0" 4_ otC 00 If An Fie0,:y- Pioc/Pi, .00 „s, iron ==.9:y x0m,F,cc-9r . 4 g e 2, 0 ,