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HomeMy WebLinkAboutSURVEYS1-10.2' b$ I F1RC PSM404 __ 0.23'9 89.36'12 E 1h CN I 30.04' ,0, 4 U O U ' �6 O0. O � rN 11 ep &a rr ' roy` 4 q ': CB E 1 m m 3 � � J I I m U 0 —a?� OO r 7pZ08 Paver Brick 26.8' 67.67' Unit 12 12"E 129.13' Form Boards Ir El.102.4 7 1.85' 0 ro 36.4' tit +1ory. _ _--25.9'--- 4.91 0 v m m m N O c � c U � to 11.50' 4.9' 0 00 gpr F1RC I gg • r PSM40 I _ N81-47'28„ 6' Drainage Ease 129.71 ' men DnI ! Unit 74 _am� Easement F/RC P- SM40444 a.12' / I O to e4/ Ob'! i -Co �°j p •� ! LEGEND D' O O,�D O 0 c C/E - Covered Entry CAC Concrete Pad AirConditioning v - With CB - Catch Basin C / CBS - Concrete Block Structure•C CUP - Corrugated Metal Pi O ! CPE - Concrete Pad with Pool Equipment I CTV - Cable TV Box GV - Water Gate Valve R/CD --Fy aity Line NFo7 P Power Pole 0; !1 SSMH - Sanitary Sewer Manhole TO Telephone Communications Box SDX toter Meter Prepared For: Jonathan T.& Sheri Greene / LEGAL DESCRIPTION Unit 13, BAYBERRY VILLAGE, HARBOUR RIDGE PLAT NO. 7, FIRC iM4049 according to the Plat thereof on file in the Office of the _ _ Clerk of the Circuit Court in and for St. Lucie County, c+� Florida, recorded in Plat Book 26, Page 3, 3A & 38, said lands situate, lying and being in St. Lucie County, Florida. V D o SURVEYOR'S REPORT 1 This Survey shall not be valid unless sealed with an embossed m n ci - a v Surveyor's Seal. 2 No underground improvements have been located as port of this YSurvey. c -2 3 The last field date of this Survey was: 4-22-79. $ >� a m 4 This Survey was prepared using the Plat of Record only. No other o documents were provided and no search of the public records was a a performed by this office. 5 This Survey was prepared in accordance with the Standards for the _ o practice of Surveying & Mapping as defined in 5J-17.050-052FAC. 6 By acceptance of this survey all parties agree that the signing surveyor's liability is limited to the amount paid for said Survey. 0 8• FCM 7 Unless other wise noted all bearing and distances ore in accordance with the record plot 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 west right of way line of NW Buttonbush Circle. 9 LEFT BLANK. 10 The Legal Description shown hereon was provided by the client a� and/or his/her representatives. 11 No ownership of fence fines has been determined as part of this h~ Survey. 12 Off set calls to found survey control are relative to the nearest property corner, intersection of lines, point of curvatures (PC), point of reverse curvatures (PRC) or other identifiable point. �Y 13 Compliance with local zoning requirements and or with requirements set forth by other State, Public, and/or Private entities has not been verified as part of this Survey. 14 Elevations shown hereon are based on an assumed Datum. LEGEND FCM - Found 4 x4 Concrete Monument RP - Found }' Iron Pipe FlPC - Found Iran Pipe with Cap nR - Found 15 Iran Rod nRC - Found 15 Iron Rod with Cap SIRC - Set 15 Iron Rod with Cop 1817357' nPC - Found 1/2' hon Pipe with Cap Ell - Found A Nail FMD - Found Mag Nail with Disk M - Found Nait MIT - Found Nail with Tin Tab FPK - Found Pit Nail FPKD - Found PK Nail with Disk FRRS - Found Rail Rood Spike /Co - in Pavement Cut Out 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. i Flood Zone: X Communi(y #: 120285 Panel #: 0406 SuffxlJ Date: 2.16.2012 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 SCANNED Szl19dV coljl* PREPARED FOR: Jonathan T. & Sheri Greene. Prepared By: Regina C. Kamer, PSMJ4363 Kamer Surveying, Inc. LB#7357 Date. RrvWan DesP tbro H e bac ran 5.1 .19 1 Change Client Name .19 ha e P Farm Boo Tie In C .19 meet nne. Boundary Survey Sca(w , gyp• m w -3e-ID Drnrn all nrld Boats GND-r ,Dal.,'8 .bb Nv GOD Rei El 6L +0'9- 1 FlRC ' PSM40419 0.23' _ 9'36'12-E 11:0 CTV 30.04' I I f.. Concrete I - - - -- 1 Driveway �b +qq -4 CB I I I _ 1 _30.0'— J 35.9'-__ 1 W L P O " a 0° J U 08 Paver Brick Unit 12 12"E 129.13' o Addition +.�0 'O - latch FFE' _ _ _25.9 36.4' 67.67' 1. 14.9' \ — a 11.4' 14.9 0 0 ad 15 Sid S tbock �0'`— Pr pane '•�. — — Tank' ?r, r— NBj"47'2B" 6' Orairlo a �a ' — — 129.7j' 9 Ease nt Unit 14 Drainage ain, Easement FInc — — PSMan opyh.o/ ry NrrO o,� -iNFt-1NT mzrnzljoz n>Xmzz rya / Enm %'�O W P/ Om N O u/ V� D / n PC / Xa Z) A Prepared For: Jonathan T. & Sheri Greene LEGAL DESCRIPTION FIRC Unit 13, BAYBERRY VILLAGE, HARBOUR RIDGE PLAT NO. 7, iM4049 according to the Plot thereof on file in the Office of the r� Clerk of the Circuit Court in and for St. Lucie County, Florida, recorded in Plot Book 26, Page 3, 3A & 3B, said tyY o lands situate, lying and being in St. Lucie County, Florida. m a w SURVEYOR'S REPORT m o 1 This Survey shall not be valid unless sealed with on embossed a Surveyor's Seal. 2 No -underground improvements have been located as part of this N o x Survey. N o 3 The lost field date of this Survey was: 4-22-19. m°o = 4 This Survey was prepared using the Plat of Record only. No other Q. documents were provided and no search of the public records was performed by this office. ,p 5 This Survey was prepared in accordance with the Standards for the F' o practice of Surveying & Mapping as defined in 5J-17.050-052FAC. c" 6 By acceptance of this survey all parties agree that the signing surveyor's liability is limited to the amount paid for said Survey. FCM 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. �a 8 Parcel/Lot line locations have been based on found survey control along the west right of way line of NW Buttonbush Circle. 1 9 LEFT BLANK. 10 The Legal Description shown hereon was provided by the client r� and/or his/her representatives. 11 No ownership of fence lines has been determined as port of this Survey. c5 12 Off set calls to found survey control ore relative to the nearest property corner, intersection of lines, point of curvatures (PC), point 17~ of reverse curvatures (PRC) or other identifiable point. 13 Compliance with local zoning requirements and or with requirements set forth by other State, Public, and/or Private entities has not been verified as part of this Survey. 14 Elevations shown hereon are based on an assumed Datum. GEJ,crwte LEGEND FCM - Found 4 x4"Concrete Monument -ered Entry RP - Found 17' Iron Pipe - - C Pod with Air Conditioning FlPC -Found Imr. Pipe w' h Ca Basin 11�� P J p crete Black Structure FlR - Found f5 Iron Rod rugated Metal Pipe FlRC - Found 16 Ircn Rod with rap crete Pod Paul Equipment SIRC - Set 15 honRad Cap-1Bj7357' with with le 1V Box FPC - Found 112' son Pipe with Cap - Wr Cote Valve FM - Found Mayy Now Arent FMD - Found Ng Nail with Disk rhead Utllity Une FN - Found Nail- Pr Pole FNrr - Found Nail with Tin. Tab IH - Sanitary Sewer Manhole FPK - Found PK Na7 e ephone communications Be, FPKD - Found PK M)il with Disk -' 11 ty Box ERRS - Found Roll Road Spike - a or Meter ICO - In Puvemen fl Cut Out KARNER SURVEYING, INC. Residential & Commercial Surveying Services 2740 SW Martin Downs Blvd.#333, Palm City, F1.349 Phone: (772)288 7206 Fox:(772)223 81 SCANN� RECEIVED S� LuceCoa ty ABY UG 14 2019 FEMA Flood Zone data shown here on is based on the visual inspection of the ST. Lucie Coun Permittln digital Flood Hazardous Maps provided by ty, 9 the Federal Emergency Management PREPARED FOR: Agency (FEMA) and is limited to the accuracy of such maps. Jonathan T. & Sheri. Greene. Flood Zone: X Community //: 120285 Panel //: 0406 Suffix: J Date: 2.16.2012 P e ored By: F1L1ftiGQPVher1 PSM#4363 Kamer Surveying, Inc. LB#7357 Dates De RrNelon tbrr 4. . 99 ow a ac Front 5.13. 9 C an a Client Na e 7. 9 e Addition Sheet Boundary Survey SFw4rr =2a' m�36-/6 DZaen — nrm maw. Job /Jw aADD Fwn tea -fa mtobtar Short fbu 1 of 1 £Ee nw