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BOUNDARY SURVEY
i No0 Flo c SET IB �. 10' UE NORTH 1/2 ^C ^p LOT 8 V6;n -(NOT. INCLUDED) 10 1,2. G CO 34 s9• !,�,C P 'INiNO��N f0 Rl W 33�� PpnOV� A H) ©co . �^ / 0 ^'M�o�d` NF 'ro/f 34 sa. �N o�P�k wBA4 / .:�::�y3: 1. 4?ryo?�� SET IB 4t yyoo � �%47- - so '49"W 60.00' F .I immmimmm" ANCHOR SOUTH 1/2 LOT 8 ALUMINUM SHED ON CONCRETE 13 �0 �4b 60 �� LOT 7 SETT 19 MIN. SETBACk REQ. FRONT 25' — SIDES, SIDES.,____ - REAR ZNG. TECH. i L( I LEGAL AL DESC Being a portion of L&I.8 Beach C Book 16, 1?age 11 of the Public described -GIs followm. 01 .,y Section irds of St. L BEGIN AT THE SOUT' 1,A] FAST LLNE OF SAID UT 8, A DISTANC OF 130.91 THZNCE NORTH 23° 9'31" REST, A D ANC. X U IAENCE SOUTH W 49" WEST, 03G HE NOR3 POINT, '['HEKCE SO H 1511ST19" WEST , DZSTANC 112 LAS OLAS DR • NORTH, jTFFENC SOUTH DISTANCE OF 36.90' " 0. A POINT; CE SoLru NORTII RIGHTrt?F W , ''Y OF LAS S D NOR] BFING THE NORTH GEIT Olr=tii'A.Y LI ' OF SAU RADIITS OF 105.00' A Q A. CENT11ML LE OF Is, PLACE OF BEGINNIN `A�' CANNED BY St Lude Oour 20 NO fSQ RI :7s Drive- NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I STEM EN J. BR T, INC ;E COMPANY , CSIONAL'. SURVEYOR AND MAPPER 40.49, .STATE OF FLO M- 0 1 10 RECENE® � EP .1 7101A P®r' ittin® Pcp0rtment to Lucia copf.k. `NO - S: 1. Su; vey of deiscriptic c n as(. - ^� 2. La'ids shown hereon were n, rights —of —way of record. 3. Al bearings are re erenced ' platt'd as South 234 '31" Eas 4. El vations shown hereon -.are of 19" 8, and are bas, d on bei 5. Thy re are no abov ground 6, Thy': National Flood Insurance the E.M.A. Map No. 12111 CO3 base floo pare Iin Zone I AE . to a ` scaling and in erpolatiol This data i an inter PYaccuracy as a' courtesy. The flood zone( 7-U,deraroundi foundations & \ �'fwa'� Y'Y• FTiy t •:1ri,�5t �?�•' 9.1 ft.- vx LOCATION,-. MAP LEGAL DESCRIPTION MR Being a portion of Lot .8 Beach Club (Colony Section 1, according to the Plat thereof as recorded in Plat Book 16, Page 11 of the Public Records of St. Lucie County, Florida and being more partieulariy described as follows: EEGIN AI TAE SOU!'1I ERSx':CQ+iii9Efc tip^^ 31ti73 :i�T 8; E1VCP I`'Ita -TH 46°I,811".9,4$!.'_r_`.4gNG THE .FAST JUNE OF SAID LOT 8, A DISTANCE OF 130.81' 1O THE NORTH EAST SCORNER OF SAID i3OT S; THENCE NORTH 23049'31" N4TST, A DISTAKCr OF 42.001; TO THE. NORTH LLNE OF SAID LOT 8, THENCE SOU171 8405314911 'WEST, ALONG THE NO]kTH LINE OF LOT 8 A DISTANCE OF KOO FEET TO A POINT, 1l3EKGE SCl►U'IH 15°ST19" WEST A DISTANCE OF 4S.?2', TQ A pOiN'F ON THE i'ARTY WALL OF 112 LAS OLAS DRWE NORTH, THENCE SOUTH 2004T W' WEST ALONG SAlii PARTY WALL A DISTANCE OF 36.80' TO. A POINT,- ,- THENCE SOUTH 32009115" 't'4'Ti'ST A DISTANCE OF 35.23' TO THE NORTII.RIGHT-OF-WAX OF LAS OLAS DRM NORM THENCE SOUTH EASTERLY ALONG AND ARC, BIWO THE NORTH RIGHT-OF-WAY Lin OF SAID LAS OI,A,S DRIVE NOR17f, SAID ARC TUTAVING A RAniGis OF 105.00' AND A CENTRAL ANGLE OF AW16'15", A. DISTANCE OF'33.48' TO THE POINT AND PLACE OF .BEGINNING. HE JSED = 9 GRAPHIC SCALE 10 20 40 .( IN" FEET ) 1 inch = 20 & N0 TES: Date of field survey.• 09/.7.12015 1. Survey of description as furnished by Client. 2. Lands shown hereon were not abstracted for easements and/or rights —of —way of record. 3. All bearings are referenced to the centerline of South Los Olas Drive, platted as South 234931 " East, all others being relative thereto. 4. Elevations shown, hereon are relative to North American Vertical Datum of ' 1988, and are based on bench mark. 5. There are no above ground encroachments,' unless otherwise shown. 6, The National Flood Insurance Program designation as indicated on the F.E.M.A. Map No. 12114C0314J , dated 0211612012, locates the parcel in Zone AE , base flood elevations 7 & 8 feet, .subject to any scaling and interpolation factors associated with mapping of this accuracy_ This data is an inter retortion by the surveyor and is provided as a courtesy. The flood zone() should be verified ,by a determination agency. 7. -Underground foundations & utilities not located •Unless shown. REV( i11ONS BY i I I II I I II m Do Ld CIO cc co at I, J U z E-4 a rill" z d O �� o l) A � w z x; ry Q z w P4 a Z •! rn i- I n z � W, A a LLJ 0 0' P4 E A U) vEi I � ry Z �� 0 w �1 a o ;4 Cob DRAWN S.J.B. CHECKED S.J.B. DATE 09 29 2017 SCALE 20" !; JOB NO. 3.27: -1531-101 SHEET ONE OF ON' I I --SHEETS I ' f AIR CONDITIONER ALUMINUM WING ANCHOR APPROXIMATE ,APPROX +AVE AV) NUE j BRG. I BEARING .OLK .•, BLOCK _ BLVD BLDO BouL$VARD BUILDING BM CAN BENCHMARK CABLE 'TELEVISION BOX C CALCULATED CATCH BASIN A CENTRAL ANGLE CLF CHAINLINK FENCE CHD CHORD CONC CONCRETE IRE CMS CONCRETE MONUMENT CNR COULD NOT READ CPP CONCRETE POWER POLE COR CORNER COV CMP COVERED CORRUGATED METAL PIPE CVG CONCRETE VALLEY GUTTER D DEED O/F DRAINFIELD DE DRAINAGE EASEMENT twusMr• DRAINAGE FLOW ESMT -EASEMENT EOC EDGE OF CONCRETE EOP EDGE OF PAVEMENT EOW EDGE OF WATER EM ELECTRIC METER ES ELECTRIC SERVICE ELEV ELEVATION ENCL ENCLOSURE X 17.00 EXISTING ELEVATION FT FEET F FIELD. MEASUREMENT FNC FIFE FENCE - FINISHED FLOOR ELEVATION FH FIRE HYDRANTI FPL FLORIDA POWER & LIGHT FND FOUND GOV' GOVERNMENT HSE I & E HOUSE INGRESS & EGRESS EASEMENT INV INVERT IB IRON BAR IP IRON PIPE IB & C IRON BAR & CAP IP do C IRON PIPE & CAP L ARC LENGTH LE LANDSCAPE EASEMENT LB LICENSED BUSINESS NUMBER LP LIGHT POLE M & W MAG NAIL & WASHER MAG MAG NAIL ME MAINTENANCE EASEMENT MH MANHOLE MHWL MEAN HIGH WATER LINE NL NAIL & TT NAIL & TIN TAB N & W NAIL & WASHER NGVD NATIONAL GEODETIC'VERTICAL DATUM NO ID NOIDEN71FICATION NTS NOT TO SCALE NAD NORTH AMERICAN DATUM ORB OFFICIAL RECORD BOOK O/S OFFSET OH OVERHANG CHIN OVERHEAD WIRE PG PAGE PK PARKER-KALON NAIL PK. & TT NAIL & TIN TAB _PARKER-KALON PK & W PARKER-KALON NAIL & WASHER PVMT PAVEMENT 'MO' PRM PER}dAPJEI:T eEFrr%Er,CE NJIS 2T P PLAT RB PCC PLAIBODY. I POINT OF COMPOUND CURVATURE I PC POINT OF CURVATURE PI POINT OF INTERSECTION POB POINT OF BEGINNING P.00 POINT OF COMMENCEMENT POE POINT OF ENCROACHMENT PRO POINT OF REVERSE CURVATURE PT POINT OF TANGENCY PP POWER POLE PUE PRIVATE UTILITY EASEMENT PLS PROFESSIONAL LAND SURVEYOR R PROPERTY LINE PROP PROPOSED 0 17.00 PROPOSED ELEVATION PRO PRORATED R RADIUS RAD • RADIAL RRS RAILROAD SPIKE RNG RANGE RLS REGISTERED LAND SURVEYOR RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY SS SANITARY SEWER SECT SECTION SET I.B. SET 5/8 IRON BAR & CAP #4049 SET PK SET PK NAIL & WASHER #4049 S/T SEP710 TANK S/W SIDEWALK SBT SOUTHERN BELL -TELEPHONE BOX S/F SQUARE FEET S/D SUBDIVISION T TCE TANGENT TEMPORARY CONSTRUCTION EASEMENT TOB TOP OF BANK TOE TOE OF SLOPE TWP TOWNSHIP TRANS TRANSFORMERI ICAL U E UTILITY & DRAINAGE EASEMENT UE U71LITY EASEMENT U/G UNDERGROUND WF WOOD FENCE WM , ' WATER METER WV WATER VALVE WPP WOOD POWER POLE P DIAMETER • , sAk'0io s A N o4 ` 89'53'49"W 60.00 SET IB % P ANCHC R 10' UE N 'o �V 0) I' l NORTH 1 /2 . ^ SOUTt- LOT 8 :n L01 (NOT IND)CLUDE1.�.?� . ti 4gip 34gg• , Q I � _ _ ' 8•0� � AL _cc r 0 8g• , '� ' CC LOT 9 n (Np p'�n- 33�• j 1'� ss P Rn N) C*bl Co l wA4 .`. =1.,4a j .•, �• M •a" NF use• :; ;tr;,: r•.::.,y,.• / �CB 'I'' ��Y JJ ;,isr,�` ncii»:vYr;t {� •(��� 110 LO SET IB 1,:5VI i P. 1. .PROPERTY ADDRESS: 112 North Las Olas Drive NOT VALID' WITHOUT 7 ORIGINAL AISED SEAT 2. CERTIFIED TO: SURVEYOR AND MAPP —LESLIE McALISTER EETEN — CHRI STOPHER J. TWOHEY, P. A. ' I .. —OLD REPUBLIC NATIONAL 77TLE INSURANCE COMPANY