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Home My WebLink AboutBOUNDARY SURVEY PROPOSED ADDITION-FLOOR PLANURVEYOR NOTES FD, 3/4" I.P.C. LB 4108 l POINT OF BEGINNING SOUTHWEST CORNER OF GOVERNMENT LOT 1 SECTION 26,TWONSHIP 35 SOUTH, RANGE 40 EAST �Z FD. 3/4" I.P.C. LB 4108 N 90'0010011 E N 90'O0'00" W GOVERNMENT LOT 1 SECTION 2E. TOWNSHIP 35 SOUTH RANGE 40 EAST 03.5 WOOD DECK F12-3' 36 1-STY CBS o GARAGE p COV. 16 ,'R CARPORT WELL o®. I I LOT 13 LEGAL DESCRIPTION 3&0' �/0 of 502.60 ALL THAT PART LYING EAST OF THE RAILROAD RIGHT—OF-WAY OF THE FOLLOWING DESCRIBED PROPERTY: BEGIN AT THE SOUTHWEST CORNER OF GOVERNMENT LOT 1, SECTION 26, TOWNSHIP 35 SOUTH, RANGE 40 EAST, ST, LUCIE COUNTY, FLORIDA; THENCE RUN EAST ALONG THE SOUTH LINE OF SAID LOT TO THE CENTERLINE OF SECOND STREET AS SHOWN ON THE PLAT OF RIO VISTA SUBDIVISION AS IN PLAT BOOK 9, PAGE 6, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE TURN AND RUN NORTHWESTERLY ALONG THE PROJECTION OF SAID CENTERLINE A DISTANCE OF 88.71 FEET; THENCE TURN AND RUN WEST PARALLEL WITH THE SOUTH LINE OF SAID GOVERNMENT LOT 1 TO THE WEST LINE OF SAID LOT 1; THENCE SOUTH 82.6 FEET TO THE POINT OF BEGINNING. ALLEN E. BECK, INC. SETS A STANDARD MARKER OF A 1/2- IRON ROD AND A CAP MARKED LB 6790 AT ALL CORNERS. UNLESS OTHERWISE NOTED HEREON. SAID CORNER IS SHOWN AS - • AND FIELD SURVEYED ON 4-2-98 BASIS OF BEARINGS/ANGLES BEING THE NORTH LINE OF LOT 13 OF RIO VISTA PER RECORD PLAT. ABREVAT10i FD. = FOUND -///- - OVERHEAD UTILITY (R) - RADIAL W.M. 13- WATER METER l>)j(C) - CALCULATED 0 - POWER POLE M - MEASURED U.P. ® - UTILITY PEDESTAL D - DEED OR DESCRIPTION 0 - WELL UN-R) - UNREADABLE pp. - SATELLITE DISH I.R.C. = IRON ROD & CAP It - CENTERLINE I.P.C. - IRON PIPE & CAP A - DELTA P.C. - POINT OF CURVATURE L - LENGTH P.T. - POINT OF TANGENCY R - RADIUS P.R.C. - POINT OF REVERSE CURVATURE NAO/T - NAIL AND DISC/TAB P.C.C. - POINT OF COMPOUND CURVATURE R/W - RIGHT-OF-WAY P.C.P. - PERMAMENT CONTROL POINT 29 = ELECTRIC TRANSFORMER 0./U.E. - DRAINAGE &/OR UTILITY EASEMENT E/P - EDGE OF PAVEMENT ALLEN E. BECK, INC. DOES NOT GUARANTEE OR ASSUME ANY LIABILITY FOR ANY EASEMENT, RIGHT-OF-WAY SETBACKS, RESERVATION, RESTRICTION ,OR SIMILAR MATTERS NOT SHOWN OR REFERRED TO ON THE PLAT, OR PHYSICALLY VISIBLE ON SITE. THIS SURVEY WAS PREPARED WITHOUT BENIFIT OF ABSTRACT TITLE AND ALL MATTERS OF TITLE SHOULD BE REFERRED TO AN ATTORNEY. THIS SURVEY 15 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JURISDICTIONAL AREAS, WETLANDS, AND UNDERGROUND UTILITIES, IF ANY HAVE NOT BEEN LOCATED, OTHER THAN SHOWN, THIS SURVEY 15 FOR THE USE OF THE PARTIES SPECIFICALLY CERTIFIED TO HEREON, AND NO OTHERS. ACCORDING TO THE FEDERAL EMERCENCY MANAGEMENT ASSOCIATION (FEMA) FLOOD INSURANCE RATE MAPS, THIS PROPERTY LIES IN FLOOD ZONE " K ' COMMUNITY PANEL R 12111C 0193_G_ DATED 11-4-92 BASE ELEVATION N/A In a? S/T =' WOOD STEPS n - I OD FENCE i C WOOD WALK /C (TY►� 26.2' vJ m I 141 .- k� 2-STY CBS RESIDENCE I WOOD STEPS _-- 26.2 COV. WOOD DECK I.\ WORD DECK 12' t DIRT CORIVE R!O VISTA (PLAT BOOK 9, PAGE 6; FD. 1/2" I.R.C. RLS 2391 0.87' WEST SET FO. 1/2" I.R. SCANNEU 8i St Lucie County Iy is if, Is 111 "J m..'' a 3 1 1998 �Uti:1,9LrJ '1TYT0EVFLCiFMENT ST. LUCIE COUNTY, FL CERTIFIED TO: JAMES MORGAN McSWAIN & ASSOC, BUILDERS, INC UNPLATTED \ LOT 12 BOUNDARY SURVEY REVISIONS " - ( SURVEYOR'S CERTIFICATE AL —EN E. BECK INC. I HEREBY CERTIFY TO THE BEST OF MY BELIEF THAT � THIS SURVEY IS TRUE AND ACCURATE, AND THIS PROFESSIONAL LAND SURVEYORS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS 608 SW. BAYSHORE BLVD. FOR SURVK_YING AS PER CHAPTER 61G17-6 OF THE PORT ST. LUCIE, FLORIDA 34983 F.A.C. SUEZJECT TO ALL NOTES AND NOTATIONS (561) 340-1432 LB 6790 SHOWN HEREON. t" = 20' 98-4064 G2 trt— C, j e �! y- / y- f� SCALE JOB NO ALLEN E. BECK P.S.M. #3690 DATE Fq SL-82 PArF 33-36 SURVEYOR NOTES �fojz 16% me_sT, FD. 3/4" I.P.C. LB 4108 N 90"00'00" E v I 2 T `o r O O l 2 - m M roz s '-AM m � � v CID ? CP Il POINT OF BEGINNING SOUTHWEST CORNER OF GOVERNMENT LOT 1 SECTION 26,TWONSHIP 35 SOUTH, RANGE 40 EAST II SOUTH LINE OV'T LOT 1 FD. 3/4" I.P.C. I' \ \ LB 4108 N 90400'00" W GOVERNMENT LOT 1 SECTION 26, TOWNSHIP 35 SOUTH RANGE 40 EAST 503. `-)3 36.0' 1-STY CBS o GARAGE o WELL to LOT 1 LEGAL DESCRIPTION 36.0' ALLEN E. BECK, INC. SETS A STANDARD MARKER OF A 1/2" IRON ROD AND A CAP MARKED LB 6790 AT ALL CORNERS. UNLESS OTHERWISE NOTED HEREON - SAID CORNER IS SHOWN AS - • AND FIELD SURVEYED ON 4-2-98 BASIS OF BEARINGS/ANGLES BEING. THE NORTH LINE OF LOT 13 OF RIO VISTA _ PER RECORD PLAT. ABREVIATIONS FD. - FOUND -///- - OVERHEAD UTILITY R) - RADIAL W.M. ❑ - WATER METER C) - CALCULATED 0 - POWER POLE M - MEASURED U.P. 0 - UTILITY PEDESTAL D - DEED OR DESCRIPTION 0 - WELL UN-R) - UNREADABLE 00• - SATELLITE DISH I.R.C. - IRON ROD & CAP �. - CENTERLINE I.P.C. - IRON PIPE & CAP 4 - DELTA P.C. - POINT OF CURVATURE L - LENGTH P.T. - POINT OF TANGENCY R - RADIUS P.R.C. - POINT OF REVERSE CURVATURE NdC/T - NAIL AND DISC/TAR P.C.C. - POINT OF COMPOUND CURVATURE R/W - RIGHT-OF-WAY P.C.P. - PERMAMENT CONTROL POINT IN - ELECTRIC TRANSFORMER D./U.E. - DRAINAGE &/OR UTILITY EASEMENT E/P - EDGE OF PAVEMENT ALLEN E. BECK, INC. DOES NOT GUARANTEE OR ASSUME ANY LIABILITY FOR ANY EASEMENT, RIGHT-OF-WAY, SETBACKS, RESERVATION, RESTRICTION ,OR SIMILAR MATTERS NOT SHOWN OR REFERRED TO ON THE PLAT, OR PHYSICALLY VISIBLE ON SITE. THIS SURVEY WAS PREPARED WITHOUT BENIFIT OF ABSTRACT TITLE AND ALL MATTERS OF TITLE SHOULD BE REFERRED TO AN ATTORNEY. THIS SURVEY IS NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JURISDICTIONAL AREAS, WETLANDS, AND UNDERGROUND UTILITIES, IF ANY HAVE NOT BEEN LOCATED, OTHER THAN SHOWN. THIS SURVEY IS FOR THE USE OF THE PARTIES SPECIFICALLY CERTIFIED TO HEREON, AND NO OTHERS. ACCORDING TO THE FEDERAL EMERCENCY MANAGEMENT ASSOCIATION (FEMA) FLOOD INSURANCE RATE MAPS, THIS PROPERTY LIES IN FLOOD ZONE " K " COMMUNITY PANEL III 12111C 0193 C DATED 11-4-W BASE ELEVATION N/A FO. 1/2" LR.C. RLS 2391 0.87' WEST SET 0.9' i ry I S/T WOOD STEPS OOD FENCE WOOD WALK /C (M.) — 26.2' f i WOOD DECK 'J a m 12.3' (}I h� 2-STY CBS o Fpe m ,4i RESIDENCE h h 59:7• _ WU _- till & 26.2' COY. W009 DECK S CARPORT Tv I '� `� WOOD DECK Q i of 502.60 MIN. SETBACK REO. FRONT A SIDES /0 CNR SIDES REAR /5 TECH. ALL THAT PART LYING EAST OF THE RAILROAD RIGHT-OF-WAY OF THE FOLLOWING DESCRIBED PROPERTY: BEGIN AT THE SOUTHWEST CORNER OF GOVERNMENT LOT 1, SECTION 26, TOWNSHIP 35 SOUTH, RANGE 40 EAST, ST, LUCIE COUNTY, FLORIDA; THENCE RUN EAST ALONG THE SOUTH LINE OF SAID LOT TO THE CENTERLINE OF SECOND STREET AS SHOWN ON THE PLAT OF RIO VISTA SUBDIVISION AS IN PLAT BOOK 9, PAGE 6, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE TURN AND RUN NORTHWESTERLY ALONG THE PROJECTION OF SAID CENTERLINE A DISTANCE OF 88.71 FEET; THENCE TURN AND RUN WEST PARALLEL WITH THE SOUTH LINE OF SAID GOVERNMENT LOT 1 TO THE WEST LINE OF SAID LOT 1; THENCE SOUTH 82.6 FEET TO THE POINT OF BEGINNING, 12' 3 DIRT CDRIVE RIO VISTA (PLAT BOOK 9, PARE 6) CERTIFIED TO: JAMES MORGAN MCSWAN & ASSOC: S'UILDERS, INC UNPLATTED �\ LOT 12 BOUNDARY SURVEY REVISIONS SURVEY 1F'S cFFST FICATE E. BECK INC.I HEREBY CERTF'V T� THE SF OF MY BELIEF THAT ,rHls suweY Is R�JE AND AC'LURATE, AND THIS*ALLEN ROFESSIONAL LAND SURVEYORS SURVEY MEETS !HE MINIMUM TECHNICAL STANDARDS 608 SW. BAYSHORE BLVD. FOR SUIR4EYING AS fER:Cge7t R-0417-6 OF THE PORT ST. LUCIE, FLORIDA 34983 F.A.C. SUBJECT TO ALL-N9TES-AND NOTATIONS (561) 340-1432 LB 6790 SHOWN THEREON.. .. _ -. t 1" = 20' 98-4064 GZ-fE_." e_e. _` /y- 9� SCALE JOB NO ALLEN E BECK P.S. iliM GyU;.. - DATE F.B. SL-82 PAGE 33-36 r F16EIZC�LPvS SHiHNVH_ES TO M nre. 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Z e CA - GtND 1A,- 10.1 M T-s I (0 1 61 EA, 0-- IO A, 7"' r ,...., . 1= Lr V A 1 r o N p Unit yy�ee N AAj y �OL>< Wolf T" fwa .'n WiS �' {i41 u[it0 F-r proposed Coustructiou Y31 This Approval Does Not Guarantee ppex;'��z��a�ce Crf d400 5.O10-7 JUNTV (3) Zp g:p Si{ iUJLDING DIVISION i OREVIEW�,n Q_O+ gFOREVIEWED DATF PLIUST B , ,BE Iv�ADe AIL �L�-CCe t C A I To 6 � �4 me riti i� 1 0 ,c�hT, Loci, 5 01�� NOTE: our Qrfice has reviewed these plans and find that MUM they conform, with section 1605 of the 1994 Standard I Building CoyPO)ior 110 mph wind and gravity loads. Uplift calculation As provided by the Engineered Truss, Drawings. // ul -2Ci o I— V- O �c Q 1 V 7 0 Signed INC. APR 7 19'-'38 Date