6800 SW 64 ST GREEN ELEVATION-001 3
5562 N.W 7th STREET SUITE 202 SURE No 3-0011943-3
n ►ae►FLORIDA 33126
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TELEPHONE:(305)220-3171
FAX. (305)264-0229 D SURVEYORS SHEET No. 1 OF 1
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LEGAL DESCRIPTION,
• �`'. a4 ,°m=` *.° •4 •a a "•': m. w. �.. •�*RTR•P��ma �va�?•� ° SURVEY OF T CT 14, OF NELSON SITES,ACC R I T THE P T THERE OFAS
��' °' -�: • ` `° : ®`4 J.A,
° RECORDED IN PLA T BO O , PAGE 5T, OF THE PUBLIC RECORDS OF MIA MI-DA DS COUN , r
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134.81'
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16.55" 16,60" 6600 SW 64 STREET
19.15° FOUNTAIN MIAMI, FLORIDA 33143
A.G. °
F,F. ,=1 »14
61.15'
_ L.F.Q.=12.38
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0.25° 1T,$0' ca COLUMNS ® #
2"x2'STONE
T 19.25" v IF SHOWN,
RINGS ARE REFERRED TO AN ASSUMED i I N, BY SAID PLAT IN THE
DESCRIPTION OF THE PROPERTY IF NOT, THEN BEARINGS A F RRED TO COON °
TOWNSHIP MAPS. E
..� W.D. G.S. !
TRACT
@1 dd( • .) ' 37.93' POOL '°° OP
2). IF SHOWN, ELEVATIONS ARE REFERRED T IA I' E CO , SC-34, {
136.99'
ELEV. 9.62 FEETOFN.G.V.D. OF
co ). THIS IS A SPECIFIC PURPOSE SURV 1929. LOCATO N . 4015•Y.
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_ 4). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT.
25.90" •4
OQF T "15"( ) I HEREBY CERTIFY- THAT THIS"BOUNDARY SURVEY"OF THE PROPERTY DESCRIBED
HEREON,AS RECENTLY SURVEYED AND DRAWN UNDER SUPERVISION, O PL; IES WITH
`' PA
THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA OAR OF
PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE
STEPS PURSUANT TO 472,027, FLORIDA STATUTES.
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F LP 112"
NO CAP 321A ' i RLP UT
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ROBERT IBARRA
IEL WORK)E F F
PR`{((''$� N SURVEYOR
STATE OF FLORIDA
(VALID COPIES OFT IS SURVEY WILL
E EMBOSSED SEAL OF THE
SKETCH LEGAL NOTES TO ACCOMPANY
ATTESTING LAND SURVEYOR).
Mf TIONS OF THEABSTRACTOF TITLE WILL HAVE TO BEMADETO DETERMINE REVISED ON.
RECORDED INSTRUMENTS,IF ANY',AFFECTING THE PROPERTY
IS SURVEYIS SUBJECT TO DEDICATIONS,LIMITATIONS,RESTRICTIONS,
RESERVATIONS OR EASEMENTS OF RECORD. ABBREVIATIONS I REVISED N.
-LEGAL DESCRIPTION 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,COU BE DRAWN ATA SHOWN SCALE AND A = ARC PROP. COR,= PROPERTY CORNER w,
IP,= FEDERAL NATIONAL INSURANCE O.H. = OVERHEAD -= L .ROAD. � �': ,
OR NOT TO SCALE AIC = .AIR CONDITIONER PAD. RES.= RESIDENCE. ^"<s '
CauC®= CONCRETE. F,N,= FOUND NAIL. o•x.L.= OVERHEAD UTILITY LINES ., ,� � ,.��
A.E,= ANCHOR EASEMENT, RIW = RIGHT-OF-WAY. fir` "� °ate �° '
EASEMENTS AS SHOWN ARE PER PLAT BOOK,UNLESS O ERWISE NQ AIR = ALUMINUM ROOF. C•P.= CONC. PORCH. H.= HIGH (HEIGHT) aVx = OVERHANG RADIUS OF RADIAL.
C.S.= CONCRETES , IN.& EG.= INGRESS AND EGRESS EAS NT. PVMT.= PAVEMENT. "�
-THE R "ENCROACHMENT°MEANS VISIBLE ON AND Q GROUND ENCROACHMENT AIS = ALUMI SHED. D.E.= DRAINAGE EASEMENT L.P.- LIGHT!POLE. PL•= PLANTER. R.P.= RADIUS POINT. W.S.= WOOD SHED,." "�s
-ARCHITEC SHALL VERI ZONING REG LATIONS,RES ICTIONSAND S CKSAND ASPH.= ASPHALT. D.M.E.= DRAINAGE MAINTENANCE EASEMENTS L.F.E.= LOWEST FLOOR ELEVATION. PIL = PROPERTY LINE. w ���
REC:= RANGE. W = WEST. m "x a N
THEY WILL BE RESPONSIBLE OF SUBMITTING PLAT PLANS WITH THE CORRECT INFORMATION E.C.= BLOCK CORNER. DRIVE = DRIVEWAY L,M,E,= LAKE MAINTENANCE EASEMENT. P.C.C•= POINT OF COMPOUND CURVE, SEC.= SECTION, ! = CENTER LINE ,°
BLDG.= BUILDING. ® = DEGREES, ' = MINUTES, STY,= STORY.
FOR THEIRAPPROVAL FOR AUTHORIZATION TO AUTHORITIES INA NEWCONS7RUCT(ONS, B.M.= BENCH P. POINT OF CURVE ®= CENTRAL ANGLE.A ,;a
UNLESS OTHERWISE NOTED,THIS FIRM HAS NOT A MP D TO LOCH FOOTING AND/QR B.O.B.= BASIS OF BEARINGS. E = EAST. M. = bJE URED DISTANCE, PT.= POINT OF TANGENCY. `°WK.= SIDEWALK. '�= ANGLE. hp g
FOt1NDATIQN . C = CALCULATED E.T.P.= ELECTRIC TRANSFORMER P . MON. = Ma NT LINE. PaC,= PAINT OF Ca NC N�. S.I.P.= SET IRON PIPE L.B. #6044. T` f- = WOOD FENCE.`
ELEV.= ELEVATION. MIH = MANHOLE. POE.= POINT OF BEGINNING. S.= SOUTH. )C = CHAIN LINK FENCc•`d t
-FENCE OWNERSHIP NOT DETERMINED. C.B = CATCH BASIN. ENCR.= ENCROAC NT. MIL = MO SENT LINE. P.R,C•= POINT OF REVERSE CURVE n = SECONDS = C.B.S. WALL. !CW.j& ` FY x,, E
1 PLAN OF SURVEY,HAS BEEN PREPARED FOR E CLUS/ USE OF E IES C.B.S = CONCRETE BLOCK STRUCTURE. F.x = FIRE HYDRANT. N.A.P. = NOT A PART OF. P,B.= PLAT BOOK.
T = TANGENT. x0.00 = EXISTING ELEVATZO'NS
Caw = CONCRETE BLOCK WALL. F.I.P,= FOUND IRON PIPE. NGVD = NATIONAL GEODETIC VERTICAL DATUM. PG.= PAGE, TWP = TOWNSHIP. OAO = PROPOSED ELEVATIONSa, '"� "°
NAMED HEREON, E CERTIFICA DOES NOT ND TO ANY UNNAMED PAR CH.= CHORD. F.I.R.= FOUND IRON ROD. N. = NORTH. UTIL•= UTILITY.
E FNIP FLOOD MAPS HAVE DESIGNATED E HEREIN DESCRIBED LAND TQ BE S ATED IN. CH-B.= CHORD BEARING. F.F.E.= FINISHED FLOOR ELEVATION. N.T.S. = NOT TO SC PWY. = PARKWAY. U.P.= UTILITY POLE. = FIC FLOW
CL = CLEAR PRM. PERMANENT REFERENCE MONUMENT.
ZONE: �' GQMMLII /PANE LIFFIX°92!16 26l1/J DA OF FIRM:(?T/1 T/1995 F.N.D.= FOUND NAIL & DISK, #-NO. = NUMBER. P.L.S.= PROFESSIONAL LAND SURVEYOR. W.M.= WATER METER.
C®L.F.= CHAIN LINK FENCE• ER OIS = OFFSET„ R. = CORDED DISTANCE. W.F.= WOOD FENCE. D = DRAINAGE MH
EASE FLOOD EL ATIQN: WA C.M.E.= CANAL MAINTENANCE EASEMENTS. FT = FEET.FRAME.
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