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HomeMy WebLinkAboutSurveyLEGAL DESCRIPTION Lots 1 and Z Block 1, Cardinal Glen, according to the Plat thereof, as recorded in Plat Book 11, Page 14, Public Records of St. Lucie County, Florida. 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: X Community #: 120285 Panel jF: 0189 Suffix., K Date: 2.19.2020 LEGEND c - cowed Entry Cxn to Pad with air Gmetitmmg CI - aaEdr fba C83 - ox wets &oak 9vuCk" CAR - fArma W Afetd CPE - Concrete Pad dM I Equpment CTV - Cabb 7V No, FPE - Fonrboards for ConcMe Pad with Pool Equipnant Gv - water Gate VOW HAS-rue11= MES - Altwed End Secthn 0A - o wheal teeny Low PP - pmw Pak m%w sewer Uffwe 7 _ rekPhWW oxwxff vmo ear WM - water A&W FCM - Found 4U%v4tete Monument FIP - Fawd }' Hon P¢e FNC - Found' hoe Ppe with Gap FFt - FmM km Rod FMC - Fawd 15 here Rod wnh Cop = - Set 15 hoe Rod wAh Cap W735Y FIC - Fawd 1/2" hoe Pipe wr"Ir Cop F7d - Fa nxi AWg Mae FAIT - Faubd ko Mat 0 IJWk FN - Pound Nat FMT - Fawd Nai wnh Rn FPK - Ford Pot Nat FWO - Found PK Noe wnh MRS - Found Rao Road /Ca - In Pmormt Cut Cut SURVEYOR'S REPORT 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: 4-20-20. 4 This Survey was prepared using the Plat of Record only. No other documents were provided 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 & 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. 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 Pressler Lane. 9 LEFT BLANK. 10 The Legal Description shown hereon was provided by the client and/or his/her representatives. 11 No ownership of fence lines has been determined as part of this 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. 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 Left Blank 15 The Elevations shown hereon are in accordance with the North American Vertical Datum of 1988 and have been based on NGS Bench Mark Y403 at Elevation 13.45 NAVD PREPARED FOR: Artemio Resendiz and Ana Rosa Reyes. Prepared By: Regina C. Kamer, PSMJ4363 Kamer Surveying, Inc. LB#7357 C"41 ,._...._..,. �� .._ ...__.•_•_ "' _______ ...._.._......,.. e .Sze � � ro �� JP.'��f.2"d'.}'� �L"dtx �3 y 4 1 pp a, CenterAne of Swale _....;.:.:...E�ry� "��I 9� ME' P PP , p N89'38'S9-W 175.00'(P) 0� 1ti A I PP 1N, ' hN P' S� N8r38'59"W 175.13' M +Nk + Nary _ 30.0 N +NM1 RC FlRc Nkbry Nk L81929 ; i F - _ . _ k [- t- ' 4 4 a n% a b a Y-.e:t ws• t 3 °i5s£ e xs �.avY 's2 a 4.0' I tot t. Block 1 i- 0 4--------------------------- 107.1----------- ti l+ o a I s1 ( Proposed Setic Drain field and Available Area t s as sa.; P 1150 Square Feet a PPA c TANK j 3ffl •a�i y f I . i � 3e Ma t3, ;ems UNI i ------ -------------- 93.22 ti 1 co OD----____ -------__-_ 37.6Tto¢ OU41 to NW'38'69eW: 175.00'(P) Nrj• 4k• h• _ _ .�„ -}-, . .,.._... .I..A1iw. N89'38 moyw 174.90'---�k`' .� 9.3J"FIRC LB8291 l 14Y10' o I1 xW Iu �1 1 /� .� Lam 0.22'N i 3f/ r : r.. �0 315 ti 4 aa��i j O 6.57 2.3 10 01.2E e 2 " _--26.2'--_ u4 b tZ ------ -- ------ --85.35---- / : - - ----- 14.s.3m 99 th n Lot 2, 8tbck// 1 y N / N o v i 54.6T * - o W o + l Np6ry _ Nk$ CAC }Nkh 4.0' !"'1 94.1 -__--- . o ' q Np erg :. Np• �,� -' 9'1' ; �� ko FlRC F y i +N a. Nk• PP _ 29.55l r7S89'38'S9",E 174.69'(M) syka Nk l \ : / SB938591V 175.00'(P) Nh N'Lb L 'F Lot 3, - Block i VACANT / \ t J FDOH in St. Lucie County / I Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTD 4-2 & Well # Srt -'4 4 C Date: U *d Reviewer — Prepared For: KARNER SURVEYINV, .I.N(; Residential & Commercial SufWY1019 Services Ariemio Resendiz &Ana Rosa Reyes I 2740 SW Martin Downs Blvd.#333, Palm City, F1.34990 Phone: (772)288 7206 Fox:(772)223 8181 �✓ Site Bench Mark SMD El.12.75 NAW Boundary Survey Aarm, Sh,eb Nw. rtnw saw 1. aF- 1 uaspe LEGAL DESCRIPTION Lots 1 and 2, Block 1, Cardinal Glen, according to the Plat thereof, as rec in Plat Book 11, Page 14, Public Records of St. Lucie County, Florida. FEMA Flood Zone data shown here onisbased 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:X Community J. 120285 Panel 1: 0189 Suffix: K Date: 2.19,2020 0/E - Cove CAC -.Cone CS - catch CBS - Conn, CMP - carte CPE - Conc+ CN - Cable FPE - Form! Gv - water H7D - fire i MES - Milan o/1. - orb pp - Power SSMH - San TCB - Telepi UB - utilit WM -water FCM - Foum Fla - Found RPC - Foun FIR - Found FlRC - Foun SRC - Set FIPC - Foun FM - Found FWD - Foum FN - Found rim - Foun Fail - Foum FPKD - Fow FRRS - Four /Co - in A p� 1y 15 dfF: i 0,- 4 I i �ryrO° ,,,_,a_,_ _____ _.••••� ry6 00 .: -. Centerline of Swale -------h-ry o.1 PP PI? p N89"38'59V N89038'59"W 175.00'(P) 175.13' M + °• +1�• I R9291 with Adr Conddioning r- ._._ ®..._.._. _,_.._...._._ ._... _.....�. �. .— _.. L - ®.. i _ structure tal��pp withal! Equipment r Concrete Pad with Pool Equipment 1 I o acflon O V Una *a. Sewer MOMrole Commumeadone Box 4 Concrete Monument on Pipe iron Poe with Cop bon Rod with Cop an Rod with Cap W7357' 2" Iran Pyre wth Cup Nary I Nm7 with Wok +7 with Tin Tab Nall f Nail with Lim rtl Rood Sp17ro mt Cut Out 10 4.0' US rn Lot 1, Block 1 m ----____-_-.----------------107.1------_---___L..__:.,-_� in I Proposed Setic Drain ' o I field and Available Are e - 1150 Square Feet PPA n i LANK - o LLLLLL������ toco I.----_-T---------------93.22'_-____-_---- _.tea-w 37.67' . t �� �yL coto Rp k '.^3 +, h• k�1 N89-38.59-W 175.00'(P) ^ ��0. w �}'� ,ag �k try• 1 �..�. -�— ,...�. .� .-'.,......_.... N89'38'59"W�174.90' 0 �n�. yE-Nr; L88291 1¢.. FIRC 0' 9• '. �. FlRC W w 0.22N / f \ L88291 N •'^ ya/ ram.' croi 6.6 M - SURVEYOR'S REPORT ^---- --------------85,35'-7 ------ ----- 14.ao' ; o 91 s 1 This Survey shall not be valid unless sealed with an embossed Surveyor's Seal 8 ? / 2 No underground improvements have been located as part of this Survey. d om 3 The last field date of this Survey was:. 4-20-20. Lot 2, Bldck 1 to 4 This Survey was prepared using the Plat of Record only. No other documents were o provided and no search of the public records was performed by this office. J 5 This Survey was prepared in accordance with the Standards for the pructice of a Surveying & Mapping as defined in 5J-17.050-052FAC. - ____5 --- 4 r-____-_s5-____-_-_ __________ 54.s7' 6 By acceptance of this survey all parties agree that the signing surveyor's liability is limited to the amount paid for said Survey. o c 0 6 i 1k. c/c n• 7 Unless other wise noted all bearing and distances are in accordance ith the a o'O + j /ma.�� t + record plat and have been verified by field measurements. See map for bearing base. a �� I 8 Parcel/Lot line locations have been based on found survey control alo g the center line of Pressler Lane. 9 LEFT BLANK. — i ®� g 1 + \ti ®® _ _ �I 10 The Legal Description shown hereon was provided by the client and/o� his/her o o �+ �0 ��� 9$� representatives. FlRc 1�5� + 11 No ownership of fence lines has been determined as part of this Survey. lob 705 \ S89"38'59"E 174.89(M) 12 Off set calls to found survey control are relative to the nearest property corner, � k• ,1V S89-38.59-W 175.00'(P) intersection of lines, point of curvatures (PC), point of reverse curvature (PRC) or Lot 3, Block 1 other identifiable point. \ 13 Compliance with local zoning requirements and or with requirements set forth by VACANT other State, Public, and/or Private entities has not been verified as part of this Survey. 14 Left Blank 15 The Elevations shown hereon are in accordance with the North Ameri an Vertical Datum of 1988 and have been based on NGS Bench Mark Y403 at Elev tion 13.45 NAVD PREPARED FOR: Artemio Resendiz and Ana Rosa Reyes. Prepared By: Regina C. Kamer, PSM#4363 Kamer Surveying, inc. L8#7357 r Prepared For: Artemio Resendiz & Ana Rasa Reyes Marti County Florid \ nzD Op x�zXmzz -o rn ro KARNER SURVEYING, INC. "- Residential & Commetvtol Surveying Services 2740 SW Martin Downs Bivd,1333, Palm City, ` F1.34990 0 M MES Site Bench Mark SMD El.12.75 NAVD 01 dry. 3 Ina r 2 a m � r ov Z�I� m Boundary S y 1: mow, or' ixvrw &% 1 €rf fgaspe Jab iJa.+� CAM �FRs+ ., nia lk ' 1me-14 a LEGAL DESCRIPTION Lots 1 and 2, Block 1, Cardinal Glades, according to the Plat thereof, as recorded in Plat Book 11, Page 14, Public Records of St. Lucie County, Florida. I t I I I LEGEND } $o dry. 6 FEMA Flood Zone data sh7 w here on is based on _ Pd M, Air cadtun j }wry" _ _ _ ryry — CenteAine of Swale ry� M 9� MES the visual inspection of th digital Flood Hazardous ce - catch �"— --�- CBS - concrM. Rbdc Stn,cture k N89'38'S9-W 175.00'(P) 11 NI PP _ Maps provided by the Fedprol Emergency �, - �'d elvte I PP Management Agency (FEMA,p and is limited to the cW - Ped wllh 1 PP ry ry N89 38 59 W 175. accuracy of such maps. cTv - taehl.l Tv mz t�ryq ry h a 19' M +�k 't'•�� 1jw) In M �' p FPE - Fwmbm* for Concrete Pad ,nth Pao! Equii mwnt Flood Zone: X CV - waW Eats VMw _ Community J. 120285 INES section ,k6 I k� 29i I ARG i . Panel 1: 0189 J' i - o s rwad Ugly UmSu SSW Paver Pole {V�•( frUc K SSMM - Sanitary Sewer uoMraN I Date: 2.19.2020 TO - relephane comm=abom oar O us - Iwr,Ty eax [ ! Mv. t i w'M - water Meter j I AFW FIP - Farad 4'x4'Concrele MNnomwrrt jj _ _. _ _ .-,. —.. f- —. _.. — _ T •„,,, —• ,- -Farad }' W l Ppe I — �.._.. _... _.-. —.. _: _..— _...:.,... nPC - Fmhd 3' fmn Poo with Cap FIR - Found (3 ken Ref FTRC - Foa9d 15 hnn Rod wit Cap SIRC - set 15 bun Rod with Cap ZB/7M7" jt1� m� ti ,`p,• i - APC - FauW W hen R! w *Rh QV + j "' `o O I ll•• I FM - Found AV IW ° FW -Foo NaV wRh Wek b0 G I - - e "�a-eta _ q°' i5.� � -Found PRPR NW rm Tab A. Q ale :-aq All FM - F PA Mao with Disk MIS - Fmd Rae Road Spare tt�� /Ca - In A wapgat Cut Out Lot 1. Block i I ------(-------- SURVEYOR S REPORT rye____ kry 1 This Survey shall not be valid unless sealed with an embossedSurveyor's Seal kg 2 No underground improvements have been located as part of this P Survey. f } I --- Proposed SeYio Drain { 26.a`---- •� { 3 The last field date of this Survey was: 4-20-20. p i I meld and Avoiloble Area ° 4 This Survey was, prepared using the Plat of Record only. No the documents were o - 1150 Square Feet provided and no search of the public records was performed by this office. PPA 5uThis irSurveyawo prepared in accordance with the Standards r> the practice of ^ ^ Surveying pP�n4 as defined in 5J-17.050-052FAC. o 3 rANx i 6 By acceptance bf this survey all parties agree that the sight g surveyor's liability is a� I --93,22------ -- _ __. limited to the amount paid for said Survey. (02. ------�-------- ___ __ __ 3zs7" �' xT7.3 7 Unless other wise noted all bearing and distances are in accordance with the 00 ' record plan and have been verified by field measurements. See map for bearing base. �h ! ��� yt Nss3s5s"w 17500'(P) _N -� I+�k 8 Parcel/Cot line locutions have been based on found survey c ntr f" along the center ry. 1k+,0.22N ' + �k' N89-38-59-WW1174.90' k' h9 Ole line of Pressler Lane. k1FIRC29t i y A ^t4� _ 933 4ry. 9 LEFT BLANK. R f o tests 1 aw N 10 The Legal Description shown hereon was provided by the client nd/or his/her - t ! c a; fo.3t9 �+ representatives. Q © �/ i' n ° ss7 j 2J3 11 No ownership f fence lines has been determined as part o thisSurvey. � � � � 8,0 12 Off set calls t found survey control are relative to the nee est property corner, intersection of lines, point of curvatures PC point of reverse ury lures PRC or to other identifiable poin( ) P _ ( ( w 13 Compliance with local zoning requirements and or with requi m is set forth by i 1M Survey. as part of this `------4--- Inv.T other State, Public, and or Private entities has not been verified y 9 j 14,00 4 8.33 14 Left Blank ° g / 15 The Elevations shown hereon are in accordance with the North American Vertical I m 1Lot 2 1 a ;, Datum of 1988 and have been based on NGS Bench Mark Y40 of Elevation 13.45 NAVD you Qto 1 a Site Plan Legend 1 --- k74-7---; --------85.4 --------- ---------- GwE � 54.87' -�--34.6T----- BM - Bench Ma e f ry I 2 xn.3 ❑ I k nva2. EL. - Elevation i o a 1k6 i '.k' CAC I 1kh 4.0 tw"I DDF - Direction of Drainage Flow o +�ry1� + ypo ByabJ o i + Inv. - Invert X0.00 - Existing Elevation s 1 1a I - Propasgd Finished Grade °� - - .. - -___ x F FIRC 1+ ,+,�k +1k ! d9 I k�. � r yg� PP 2955. ryIfu � k y0 ` S89"3859 "E 174.69'(M) ag -- PREPARED FOR: Artemio Resendiz and Ana Rosa Reyes. Prepared ,By: Regina C. Kamer, PSM#4363 Kamer Surveying, Inc. L817357 4-h \ S89 38 59"W 175.00 (P) ♦� �� ny I Lot J. Block 11 Y, , VACANT / 5 woo NIN, SETBACK REQ. T SS IDE a LCNR nliap 4(3 Construction Nofe*: prepared Par: and Final Inspection KARNER SURVEYING, INC. 1) The ca trap wi�l' best � managem chases of }hose nt- tuction dune tiros during all to adhere to i Artemio Resendiz & Ana Rosa Reyes' e es y Residential & Comrnercial Surveying Services Y 4 requi t contained in and 2740 SW Martin flown Olvd.#333, Palm Clfy, F1.34990 made port of the Building Permit 6 Phone: (772)288 7206 Fox:(772)223 8181 'Proposed Culvert min. 15e compt)r with R-91A to meet with all currant standard Fiviver4prea tms. arch 9d In Site Bench Mark NAND 'Proposed CL ad min. 15` comply wrfh R-91A to meet wink am current standard Engineering icons. Inverts ore as shown �ry Boundary Survey Aiow, +r frw I;aaa9 E D teeB—TI -: I 1