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Home My WebLink AboutBOUNDARY SURVEY 10-20-19SCANNED BY LEGAL DESCRIPTION St L LOT 5, BLOCK 28, FT PIERCE SHORES, REVISED PLAT OF UNIT FIVE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 9, PAGE 26, OF THE PUBLIC SURVEYOR'S REPORT RECORDS OF ST. LUCiE COUNTY, FLORIDA. 1 This Survey shall not be valid unless sealed with an embossed Surveyor's Seal 2 No underground improvements have been located as part of this Survey. 3 The last field date of this Survey was: 3-17-18. 11.13..19(Final) 4 rvey was prepared using the Plat of Record only. No other documents were provThis Suided and no search of the public records was performed by this office. 5 This Survey was prepared in accordance with the standards for the practice of surveying and mapping as defined in 5J-1 ZO50-052FAC. 6 By acceptance of this survey all parties agree that the signing surveyor's I. is limited to the amount paid for said Survey. 7 Unless other wise noted all bearing and distances are in accordance with the record plat and have been verified by field measurements. See map for bearing base. 8 Parcel/Lot line locations have been based on found survey control along the center line of Oak .Drive. 9 LEFT BLANK. 10 The Legal Description shown hereon was provided by the client and/or his/her repr se entotives.- 1 No ownership of fence lines has been determined as part of this Survey. r2 Off set calls to found survey control are relative to the nearest property :orner, intersection of lines, point of curvatures (PC), point of reverse curvatures 'PRC) or other identifiable point. '3 Compliance with local zoning requirements and or with requirements set forth >y other State, Public, and/or Private entities has not been verified as port of his Survey. 4 Elevations shown hereon are in accordance with the North American vertical ►atum of 1988 LEGEND CIE - Covered Entry 8 CAC - Concrete Pad with Air conditioning _catch Basin CMP - Concrete Block Structure CPE - Corrugated Metal Pipe Concrete Pad with Pool Equipment CTV - Cable TV Box GV - Water Gate Valve HYD - Fire Hydrant OIL - Overhead Utility Line PP SSMH Power Pole TCB - Telephone Communications Box US -_ Utility Box W M _ Water Meter Found 4"x4'Concrete Monument FP - Found I' Iron Pipe IIPC - Found Iron Pipe with Cap PR - Found5 Iron Rod FlRC - Found 15 Iron Rod with Cap SiRC - Set 15 Iron Rod with Cop 7BI7357' FiPC - Found 112' Iron Pipe with Cap fllf - Found Ma Nail FEMA Flood Zone data shown here on is based on the visual inspection of the digital Flood Hazardous Maps provided by the Federal Emergency -Management Agency (FEMA) and is limited to the accuracy of such maps. Flood Zone: AE with Base Flood Elevation 4, Community #: 120285 Panel #: 0181 Suffix: J Date: 2.16.2012 FMO - Found Mag Noil with Disk PREPARED FOR: FN - Found Nail F1vTr - Found Nail with Tin Tab Found PK Nail Martin L. RiCCIa FPK - FPKD - Found PK Nail with Disk FRR _ Found Roil Rood Spike In Pavement Cut out "0•00 - existing Elevations Prepared By. Regina C. Kamer, PSM#4363 Kamer Surveying, Inc. LB#7357 j'r'epared For: Martin L. .Riccio e t 8.1' - a '� 1'�In (a U o WM N �o .It . al �II W �o r� _j l.� of M �u � N IF 00 e I O� 1$ Ga R dius=2564.79 M Q) Lot 4, Block 28 Radius=2689.79' M) I elta=1005'31 "(M) 65' tc E Delta =l"04'210 ) U�' ength=48.87'(M) A Pa Length=50. adius=2564.79'(P) ° Delta=1'05'03"(P) Radius=2689.7 ' ( —m° 8 64' 14'50'W 125.00'(P) Delta= 1'05'03'(P) _ II Length=48.53'(P) ¢� .41 »W 12500Len th=50.89 P Conc.Orive .'(M) 9 1( ) S649 0 Screened Patio FIR ll t 0.62N onc. a c4--E4 F j I 30 0 ---�- y LB1298 PP 36 7' U� WM -- m i Iw CMP 1 11.7' I ° 2.3' 64 ° _�_� N itered ~ 1 4' m° End --- - - — - - --- 5.3' I° '�- FIR --- 0.13'N ---- 11.7• - 0.20'E Lot 5, Block 28 — — - -- — ---25.2'-_- 19.7' One Story Residence 2320 Oak Dr. r Concrete Drive o - o ct d I I V` KARNER SURVEYING, INC. Residential & Commercial Surveying Services 2740 SW Martin Downs Blvd.#333, Palm City, F1.34990 Phone: (772)288 7206 Fox:(772)223 8181 pate` Revtsbn pest till" 4.21.18 Road Name 5.2.18 Site Plan 8.8.15 Surface Drains a and deis n El. 10.26.18 Form Boards 10.18.19 AS —Built To o North Property.Line 11.20.19 lFinols As —Build Construction to Sheet nt/r - Boundary Survey Scale+ Y�20' Dote J-27-16 Drawn Bp Field, Boob CADD-f 48 Noy F CADEWiRe, 1raa3 -17 "VeachRevJob Sheet No-' OF 1 FRe No.. a ,- LOT 5, BLOCK 28, FT. PIERCE SHORES, LEGAL DESCRIPTION REVI OFNIT DING To AS RECORDED THE IN PLAT BOOK 9, PAGE 26, OFD THE PUBLICPLAT RECORDS OFFIVE,OS . SURVEYOR'S REPORT C UNTY,T FLORIDA.F, 1 1 This Survey shall not be valid unless sealed with on embossed Surveyor's Sedl 2 No underground improvements have been located as part this Survey. 3 The last field date of this Survey was: 3-17-18. 4 This Survey was prepared using the Plat of Record only. No other documents were Provided 190 and no search of the public records was performed by this office. 5 The Survey shown hereon meets the requirement for field accuracy in a suburban area as set forth by the Minimum Technical Standards (5d-17.050-052FAC). -g, j �. - --- - 30.0 6 By acceptance of this... P survey all parties agree that the signing surveyors liability is limited to the 0.62IR amount paid for said Survey. 7 Unless other wise noted all bearing and distances in yy C4 n Ujovo In,n . I I are accordance with the record Plat and have been verified by field measurements. See map for bearing base. 8 Parcel/Lot line locations WM W N ^ II I have been based on found survey control along the center line of Oak Drive. tilai w4! o o: I 9 LEFT BLANK. .. 10 The Legal Description shown hereon was provided by the client and/or his/her representatives.-- - Q): 11 No ownership of fence lines has been determined as part of ftiis Surve . 12 Off o, ,sth_ of -.: -.. set calls to found survey control are relative to the nearest property corner, intersection of lines, N yi.11 point of curvatures (PC), other identifiable point (.) Point of reverse curvatures (PRC) or oQ 13 Compliance with local zoning requirements and or with requirements set forth by other State, I oI m I Public, and/or Private entities has not been verified as part of this Survey. 14 Elevations shown hereon in y 0 0 I m are accordance with the North American vertical Datum of 1988 ° Site G Site an Le e d I a rading Calculation: g n o X0.00 — Existing Elevations I ~ Site Bench Mork at El. 3.67 Bottom Drain field +1 " El. 3.75C•� — Proposed Elevations Chamber Depth & Min.6" Cover (18') El. 5.25 The System will have a grinder Pump therefore lowering the Finished Floor Elevation to 5.75 from the previously designed 7.1 FEMA Flood Zone data shown here on is based on tte visual inspection of the digital Flood Hazardous �Maps provided by the Federal Emergency "nogement Agency (FEMA) and is limited to the 1\WCY of such mops. J Zone: AE with Base Flood Elevation 4, Inmunity #: 120285 Panel #: 0181 Suffix: d ate: 2.16.2012 PREPARED FOR: Martin L. Riccio Group One Construction. Prepared By: Regina C. Kerner, PSM#4363 Kerner Surveying, Inc. LB#7357 Prepared For: LEGEND CIE — Covered Entry CAC — Concrete Pad with Air Conditioning CB — Catch Basin CBS — Concrete Block Structure CMP — Corrugated Metal Pipe CPE — Concrete Pad with Pool Equipment CN — Cable TV Box GV — Water Gate valve HYD — Fire Hydrant OIL — Overhead Utility Line PP — Power Pole SSMH — Sanitary Sewer Manhole TCB — Telephone Communications Box UB —Utility Box WM — Water Meter FCM — Found 4'x4"Concrete Monument nP — Found }" Iron Pipe FlPC — Found Iron Pipe with Cop FIR — Found 15 Iron Rod nRC — Found 15 Iron Rod with Cap SIRC — Set J5 Iron Rod with Cap 1B#7357" FlPC — Found 112' Iron Pipe with Cap FM — Found Mag Nail FMD — Found Mag Nail with Disk FN — Found Nail FNTT — Found Nail with Tin Tab FPK = Found PK Nail FPKD — Found PK Nail with Disk FRRS — Found Rail Rood Spike /CO — In Pavement Cut Out di us=2564.79'(M) 31ta=1 005'31 "(M) �ngth=48.87'(M) Radius=2564.79'(P) Del to=1 '05'03"(P) Length=48.53'(P) FIR--- — - - -- 0.13'N 0.20'E �O W FIR Radius=2689.79� h ( Del to =1 *04'20 "(I M, Length=50.34'() Radius=2689.79'(P Delta= 1 '05'03"(P) Length=50.89'(P) E O I� 35.7' i fo Mehl She 9.0 11.68' rn T, 19.67' Existing Form Boards at an average Elevation �21 to w of 5.71 Contracting adding a J" Furring Strip I O w for a total Form Board Height of EL.A.L5 d� 65' to Lot 4, Block 28 Septic Area S64' 14'50 "W 125.00'(P) S64039'41 "W 125.00 v 36.67' l 2.27' ao v � 5.34' w N Lot 5, Block 28 32.99' 31.03, S65019'53" W 125.00 35.5' � I O O O I � ti � vi I I I St, u Ie �, �o. F I Datej lI it I Approved Ff to ' Edge "of PovemenP �jndham ;Glad' (Osceola :Boulevard per Plat): t Center On' r S65' 19 53"W 155.00 KARNER SURVEYING, INC. _ i Residential & Commercial Surveying Services Martin L. Riccio I 2740 SW Martin Downs Blvd.#333, Palm City, FI.34990 �\ Phone: (772)288 7206 Fax:(772)223 8181 Florid LWWW.KARNERSURVEYINGINC.COM karner®comcost.net t fdAy-'s"`" M .r�v�yrs Saf 85' to Septic Area sheet Rtle, Boundary Survey _j Scate� f -20- Date. 3-27-18 Braun By. Fleld Book. GlDD-1 TCHOME5.18 Job No., CADD F9 1803—/7 Fpa aehRev Sheet No., 1 OF 1 Me No..