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E: 44- r - 4X o 4-x1- R757 GI RDEK PIAME" CMG FouNDwri0N P1 E. 5ecTiok4 (1.4 5c-6,LE) FE 2, 2C COmcgs Ts .roumi;p1 F31 ER s'N 9/ /03 VO 'N • w'T-► dE r1 "rrE tE IK, PLAN r U l ``CIS - ' ;.t� MASor. \,R( \�f - l>LS 5582 N.W. 7th STREET, SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE; (305) 264 -2660 FAX: (306) 284.0228 /„1 .BLD c'- 1 a -ro' D. 4.90'c[ (NO ,, 1 11 Who ) /750h /7.96' r =r .40 /6 .C3 LOC.r- S/ • Nova Oururtjurs r. LAND SURVEYORS BOUNDARY SURVEY scale 1" _ /27D • • /- STO.e ,1 E6 , 1: 0 L 2/95' /00,00 r« Il Ar%•0. F4jf!4* SURVEY NO / "JrII f- T`I 'mot.= "' . • SHEET NO. 1 OF 4 F • I f-UN) p - 9G lB .11111111■11:1S• 5582 N.W. 71h STREET, SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 264-2660 FAX: (305) 264-0229 DRAWN BY: 7:4 Nuua puruegurs m LAND SURVEYORS Survey of Lot: 16 -17 Block: 51 Subdivision: MIAMI SHORES SECTION NO. 2 According to the Plat thereof as recorded in the Plat Book at Page No. 37 of the public records of MIAMI -DADE County, Property Address: 445 NE 93 ST, MIAMI SHORES, FL 33138 For: MATTHEW E. SCROGGINS A - ARC. A/C - AIR CONDITIONER PAD. AE.. ANCHOR EASEMENT. A/R - ALUMINUM ROOF. NS • ALUMINUM SHED. ASPH.. ASPHALT. B.C.. BLOCK CORNER. BLDG.. BUILDING. B.M. - BENCH MARK. B.O.B. • BASIS OF BEARINGS. C.. CALCULATED. C.B. - CATCH BASIN. C.B.S. - CONCRETE BLOCK STRUCTURE. CBW - CONCRETE BLOCK WALL. CH. - CHORD DISTANCE. CH. B.. CHORD BEARING. CL.. CLEAR. C.LF. - CHAIN LINK FENCE. C.M.E. - CANAL MAINTENANCE EASEMENT. CONC.. CONCRETE. C.P.. CONC. PORCH. C.S. - CONCRETE SLAB. D.E.. DRAINAGE EASEMENT D.M.E. - DRAINAGE MAINTENANCE EASEMENT. DRIVE. - DRIVEWAY. o - DEGREES. E.. EAST. E.T.P.. ELECTRIC TRANSFORMER PAD. ELEV.. ELEVATION. ENCR. - ENCROACHMENT. F.H. . FIRE HYDRANT. F.I.P. - FOUND IRON PIPE. F.I.R.. FOUND IRON ROD. F.F.E. . FINISHED FLOOR ELEVATION. LOCATION SKETCH Scale 1 " T ABBREVIATIONS AND MEANINQ V , /at - I - • - 1 - 1 • 1 • 1 •- I • I. , o N IC II �t N l• 7 Q y: ,. '5 , I/ . z 1 F.N.D. . FOUND NAIL 8 DISK FR.. FRAME. FT.. FEET. FNIP.. FEDERAL NATIONAL INSURANCE PROGRAM. F.N.. FOUND NAIL. H. = HIGH (HEIGHT). IN. 8 EG.. INGRESS AND EGRESS EASEMENT. L.P. - UGHT POLE. L.F.E.- LOWEST FLOOR ELEVATION. L.M.E.. LAKE MAINTENANCE EASEMENT ' - MINUTES. M.. MEASURED DISTANCE. MON.. MONUMENT. MM.. MANHOLE M/L.. MONUMENT LINE. N.A.P.. NOT A PART OF. NOVD. NATIONAL GEODETIC VERTICAL DATUM. N. NORTH. N.T.S.- NOT TO SCALE. 4 - NO. - NUMBER. 0 /S.. OFFSET. OH. = OVERHEAD. T - TANGENT O.H.L.- OVERHEAD UTILITY LINES TWP. - TOWNSHIP. OVH. - OVERHANG. U E.. UTILITY EASEMENT. O.R.B. - OFFICIAL RECORD BOOK. UTIL = UTILITY. PVMT.. PAVEMENT. U.P.- UTILITY POLE. PL.. PLANTER. W.M. = WATER METER. P/L. - PROPERTY LINE. W.F.. WOOD FENCE. P.C.C. - POINT OF COMPOUND W.S. = WOOD SHED. CURVE. 6 = CENTRAL ANGLE. P.C. - POINT OF CURVE. W. - WEST. PT. - POINT OF TANGENCY. POC.. POINT OF COMMENCEMENT C ° CENTER LINE POB.. POINT OF BEGINNING. 4 • ANGLE. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY 18 SUBJECT TO DEDICATIONS, UMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. THE TERM *ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS AND THEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTION, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND/OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. 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: THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE N Y. .TT- xl 4 .1 i I Situated in Zone: X Community /Panel /Suffix: Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: MATTHEW E. SCROGGINGS ROYAL TITLE & ESCROW COMPANY, INC. LAWYERS TITLE INSURANCE CORPORATION MORTGAGE AMERICA ASSOCIATES, INC. 9 5 r 4 5 T Ill Il le 14 qI N 93 p 0 3T K9r• s a•s +1llc � / • I 111 a H/rI, F /I N E• . 9eNO 3T /r P.R.C. = POINT OF REVERSE CURVE. PROP. COR. = PROPERTY CORNER. P.B. - PLAT BOOK. PG. - PAGE. PWY- PARKWAY. PRM . PERMANENT REFERENCE MONUMENT. P.L.S. - PROFESSIONAL LAND SURVEYOR. - RECORDED DISTANCE. RR. - RAILROAD.. RES.. RESIDENCE. FVW.. RIGHT -OF -WAY. RAD. - RADIUS OR RADIAL. R.P. - RADIUS POINT. RGE. - RANGE. SEC.. SECTION. STY. - STORY. SWK. - SIDEWALK. S.I.P. = SET IRON PIPE L 8. 46044 S. - SOUTH. S.N.D. = SET NAIL & DISK L.8 46044 SP. = SCREENED POACH. "= SECONDS. 0.00 x 0.00 120652 - 0093 -J SURVEY No. SHEET NO. OF No. 10 Florida. 3). THIS IS A SPECIFIC PURPOSE SURVEY REVISED ON Date: 12/04/2000 0 z LEGEND TYPICAL 2). IF SHOWN, ELEVATIONS ARE REFERRED TO B M.4 ELEV. OF N G.V.D. OF 1929. REVISED ON 0- 0009698 0I.11C . .l• IM • WOOD FENCE. CHAIN LINK FENCE. C.B.S. WALL (C.B.W.) EXISTING ELEVATIONS. PROPOSED ELEVATIONS. BURVEYORS'S NOTES' 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY TOWNSHIP MAPS. 4) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. I HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPUES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 81017 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: 6 IBARRA (DATE OF FIELD_VOR PROFESSIONAL LAND SURVEYOR NO..CS La STATE OF FLORIDA. (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). ay teezv