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HomeMy WebLinkAboutBOUNDARY SURVEYMIN. S TBACK REQ. FRONT I SIDES CNR SIDFc—mot REAR ZNG. ' TECH. rooP01� I,Q L TILITY EASENIEKS-6,HDOO NEREotJ , A V,E FE V, D 5 7-3y f6 • Z&-1 LA OP-8 4(o PG. 315 03 o�, 1pq Ply Z35 � L'oT 1(p V 1,06K 3'I /7 �614 1 /I rn LjwtJU1-I(3EpEDAT PG / 1�2LJrJD sla.I.V-� UNNJNI6 V,6P 339,.E CASPARZLLAAVEAVE PORTST. LUC7F-, FL _ 0-T I© N�rGa`Oo �,► "E��3 ��•1a p 1,01 DL04r-, 3'I 13E1 r LoT 6 S ��� � �o�ND I�Z.t 1,2. t1iJNUMP�F,,REA s-�3 ,��, I,�'��.I•rN Z.zr EAST 1=otjND IV -IOt,E tJ iJ n1 t1 M PEKE 1 t � %Y LoT -1 DLOC l~ 3'I V L� LOT 10 Rlf� 3-1 SCA�\lYNEI B ST LUCIE COUNT`` LOT 17, BLOCK 7 RIVER PARS UNI T4 According to the plat recorded in Plat Book 11 Page 9, recorded in the public records of St Lucie County, Florida; said lan situate, lying, and being in St. Lucie County, Fl ida . Renner, Burgess, Inc. Certified To: 1, S.E. 4th Ave., Suite 205 TY RIKER +�Hcgv cki?s'%�, Vt,STA " �' BLVD Delray Beach, FL 33483 ABN AMRO MORTGAGE GROUP, INC., 1,E�e/ oP,e P �,,., Phone 561-243-4624 Fax 243 4869 Its Successors and/or Assigns West Palm 735 7639 THE JOHN GALT CO. BEARINGS SHOWN HEREON ARE RELATIVE TO PLAT a \Q,/ APPNJ P _ ;�° �� AND ARE ASSUMED. N/— ��� '78 Q P °P/'� West Palm Fax 735-7641 s �� '( s/� ✓% Toll Free 1-80)-773-5531 TTORNEY'S TITLE INSURANCE FUND, INC. NO ABSTRACT OR TJTLE SEARCH WAS PERFORMED c ��- �� _ Fax Free 1 80) 954 4408 TO DISCOVER THE EXISTENCE OF ANY EASEMENTS ao' ,,., /�F !y. QU M TA N A A D Q � OR RESTRICTIONS OF RECORD. O.R.B. = official record book Tran. = transformer pad P.B. = plat book P = plat PG. = page �\�, t 9 pj J�' //\a�-ti\\li Authorization Number LB6504 Flood one: x La o C.B.S. = concrete block structure F.P.& L = Florida Power & Light Typ = typical f�= power pole . I.R. = iron rod yI q�j ? o. ELEVATIONS SHOWN HEREON ARE BASED ON P.C.C. = point of compound curve CM = concrete monument R/W = right-of-way M = measured R = radius p P a z ¢ I hereby rtify that the Sketch of Boundary Survey shown hereon Map N NATIONAL GEODETIC VERTICAL DATUM OF 1929 P.C.P. = permananent control point P.R.C. = point of reverse curve = central angle I.P. = iron pipe D = deed O :' Q�:£q` ;i ¢� / P e NORTH UNLESS OTHERWISE NOTED. point of commencement P.I. = point of intersection B = bearing basis line RP =radius point 0/S =offset O/ Q `` meets h minimum technical Standards set forth in Chapter 61 G17 6, P.O.C. = P O 9 P L� P�/�SP�� 111C�L' P a o•— Map D te: f?j •j P.O.B. = point of beginning P.T. = point of tangency Asph = asphalt L = arc length Conc = concrete \, Z __ 1Q; VP(( G\f,: \p �F p+l`�ER Florida dminis ative Cod ursuant to Section 472.OP7, Florida NO BELOW GROUND IMPROVEMENTS FOOTERS D/E = drainage easement = not field measured M.H. = manhole CL = centerline Esmt = easement L� ��� %O� �a Not t0 Scale Statut Not valid unless ° P'--- Date: — j_�jz sealed with embossed FOUNDATIONS OR UTILITIES HAVE BEEN LOCATED C.M.P. = corrugated metal pipe WPF = wood privacy fence U/E = utility easement ALUM. = aluminum Calc = calculated E�ES�t A P, \w' OpZ� Sq,?�? �4 `� eo BO K TER OR SHOWN ON THIS SURVEY. R.L.S. = registered land surveyor Chan = chattahoochee CLF = chain ii, ik fence P.C. = point of curvature VlClfllty Job No: B. = licensed business ELEV = elevation P.R.M. = permanent reference monument 5ER% / �� �r��✓ GZ� �o surveyor's seal L. nta�A \ �A 9�1`9sA. , <�2 <. 27 Map Harry rg ss P.L.S. No. 5089 Revised: g i