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HomeMy WebLinkAboutSITE PLAN1 0 2107- oszs Environmental Resources Department Legend Petravice Preserve Boundary North Fork River Restroom ® Fuji Clean ATU = ATU Lift Station 0 ATU Drainfield Trails St. Lucie County Streets Parcel Boundaries RMENEV Permitting dep®rtMent St. Lucie county ON Disclaimer: This map is intenteded for reference only. For more information please contact the Environmental Resources Department Lands Division at 772-462-2897. Environmental Resources Department Legend ® Go.pher Tortoise Burrc DATU Lift Station 0 Fuji Clean ATU 0 ATU Drainfield 0 RV campsite driveway — Trails Disclaimer: This map is intenteded for reference only. For more information please contact the Environmental Resources Department Lands Division at 772-462-2897. Boundary & Mean High Water Survey for: St. Lucie County -Board of County Commissioners Haupt Parcel Sections 4 and 9, Township 36 South, Range 4o East LEGAL DESCRIPTION The South 190 feet of that part of Lot 65 12 lying East of the St Lucie River of White City Subdivision as recorded In Plat Bock 1, Page 23 of the Public Records of St Lucie County, Florida, and that portion of Outlots 210 and 211 lying East of the North fork of the St Lucie River, West of a southerly extension of the West rAv line of Palmetto Avenue and North of the following described line: Commencing at the NE comer of the NW 1/4 of Section 9, Township 38 South, Range 40 East, run West along the North line of said Section, 131.33 feet to the Point of Beginning of the following described line: From the Point of Beginning run South 0" 31' West 40.5 feet to a point thence rim North 82"51'54" West 1D3.32 feet to a point; thence run South 83"56'58" West 110.80 feet to a point; thence run North 88021'28" West 53.71 feet to a point; thence run North 77"44'34" West 168.0 feet to a point on the North line of Section 9; thence run West along said Section fine 81.5 feet to a point; thence run South 62"25' West 100.0 feet to a point; thence run South 1 O"OS' East 21.0 feet to a point; thence run South 79"55 West 113.0 feet to a point; thence run North 10'05 West 36 feet more or less to the shoreline of the North fork of the St. Lucia River. L l COPYRIGHT 0 2111 BY GCY, INC., PROFESSIONAL SURVEYORS AND MAPPERS 1�II WIN '�1 ,\ � _t a �'. �� Illilllllhl �11 Ia �I� . _ • �®!.I 'I Illiillllllll. '��= ee'll =��''1IIIIIIIIIIIIII Iltl a�l 1 � tom' iC\I� s IU:=I ������ ��`IIC III ,' ®■ ' � IIIIIIIMIN1I,���l�� 1, l►� ' III=-= ��IIII'1°�IIIIIIIIIIIJIniI nJJI _,o�•- �� %� e LOCATION MAP NOTTOaCAIE Surveyor's Notes 1. All bearings shown hereon are referenced to the State Plane Coordinate System, Florida East Zone North American Datum 1983,Adlustmerd cf 2011 and are further referenced to the North line of Section 9, Township 36 South, Range 40 East, having a bearing of North 89'48 31" East 2. Coordinates shown hereon are referenced to the State Plane Coordinate System, Florida East Zone, North American Datum 1983, Adlustment of 2011 utill ding the Trimble VRS Now network 3. Ali visible above ground improvements have been shown on this survey. There are remnants of numerous pieces and segments of pvc pipe used for Irrigation as well as many areas covered with black plastic as might have been used in a plant nursery operation scattered throughout the site. 4. There has been no attempt to locate any underground improvements or utilities on this survey. 5. Elevations shown hereon are referenced to St. Lucie County Benchmarks'TONY' and'BRIDGE" end are further referenced to the National Geodetic Vertical Datum of 1988 (NAVDB8). 6. The Mean High Water elevation as shaven here on was established by extending the elevation shown at Mean High Water Interpolation Point No. 925. 7. The Mean High Water line shown hereon was located by angle distance ties. 8. This mean high water line survey complies with Chapter 177. Part 11, Florida Statutes. 9. Survey work was performed the between 3/092015 and 31242015. 10. 1 have reviewed the Commonwealth land Title Insurance Company, Commitment for Title Insurance Order Number. 5137851; with an effective date of February 13, 2015 @ 8:00 AM„ issued by Gonano 8 Harrell and with regards to the Schedule B, Section II exceptions that are matters of survey and have the following comments: Exception No. 6: Affects the property and Is shown hereon 11. This survey is certified to. St Lucia County, a political subdivision of the State of Florida Gonano & Harrell Commonwealth land Title Insurance Company Certification (Notwfld vdthout the signature and original ralsed seal of a Florida licensed Surveyor and Mapper) I hereby cerb"at the Survey of the property shown and described hereon me completed under my direction and said Survey Is true and coact to the best of my knowledge and belief. I further certify that this Survey meets the Standards of Practice for Surveyors set forth by the Florida Board of Professional Surveyors and Mappers in Chapter 6J-17. Florida Adrrdnistrative Code, pursuant to Section 47ZO27 Florida State Statutes, No search of the Public Records has been made bythis once. The Survey is based on information furnished by diem or diem§ representable. 3242016 Date of Survey Peter Andersen Professional Survey and Mapper Florida Certificate No. 5199 ®® BOUNDARY 11 MEAN HIGH WATER SURVEY FOR: 7 Lucie Lucie County BOCC 4{„St ie ST LUCIE COUNTY, FLORIDA I N C 0 R P 0 R A T 9 D PROFESSIONAL SURVEYORS AND MAPPERS Scale: Gets: File B Drawing No: CERTIFICATE OF AUTHORIZATION LB 4108 NIA 1118R.2015 05-1106-27 MRPoRATEOFFICE PoeoX1a®•lsss swMARIrN H,Yr. Drawn Br. Checked By: Shed PALM C1rY, FL aN91 JA.S. P.A. 2 kemisea-1ose.www.ccnrxcaH of Una Table Line Table Una Table Line Table Line DireWon Length Una# DBedne Length Una# DI-gon Length Line If Direction Length L-1 N55' 31' 09'E 37.81' L-16 S00' 04' 41'E 22.75 L31 S47. 26 30'E 13.65 L-46 N38' 38' 18'E 2490' L-2 N44- 48' 26-E 3322 LAT S07.19-12-W 7.1 V L32 S40' 03' 15•E 21.46' Ld7 N54' 1T 41'E 35.84' L3 N22'12'00'E 16.a7 L-18 S78'46'2T'W 8.81, L33 S45. OT 58'W 25.65' L-48 NO2'11'46'E ME? L-4 WE' 08'27•E 25AU L-19 N66-03'06-W 7.03' L34 S79.2V 58'W 9.59' L-49 S73'3645-W 20M' LS N17' 3519'W 29M L-20 N27' ST 49V 18.5E L35 N59• ST 34'W 224W L-60 S88' 27 56'W 33.89' LS NOS' OT 23'W 10.16' L-21 N58'02'54'W 28.35' L36 S45. 2549•W 1850' L-61 S63. 1S 44•W 17.81' L-7 N14. 07'47NV 12.33' L-22 N63'39&TW 11.4T L37 SEC 19'19'E 14.13' L-E2 S64'1546'W 17.83' L-8 N15.58' 18'W 14.03' L-23 W6' 2p 10'W 8.6V L38 S07' 09 36'W 12.20' L53 S65' 1T 20-W 40-W L-0 N24' W 08'W 30.74' L-24 N60.59'11'W 2423' L39 S78' 30' 54'E 11.81' L-54 SW OT 17'W 79.89' L-10 N26.51'39-W 30.37 L-25 S51'21'48-E 13.78' L-40 S24. 3948'W 37.89' L55 N20. 30'00-E 17.10- LAI N25'1T01W TIP" L-W S73. 32'SO'E 4BA5' L41 S50.2p33W 1393' L-66 N13. ST 02'E 13.6V L-12 S40'S1'25'E 5.44' 1 L-Z7 S52'21.58'E 2287 L-42 S86'1S 50'W 19.06' L-67 N67. 151.5E 6.83' L-13 SIr28'57'E 8.1T L-28 S49'31'07'E 24.67 L-43 S46. 5245W 33.81' L-68 NDfi'44'49'E 30ST -14 SO4' 1T 26•E 5.35' L-29 S46' 18' 40'E 18.79 L-44 S66' OT 37-W 17.30' L59 N3T 2T 46-E 45AT L-15 S02. 2Z 01'W 3.58' L30 N78' 43' 29'E 33.69' L-05 N12' 10' 04'E 13.37 LSO N27' 51' 45'E 35.76 roer°/vc•,e4ioc SSW48'31'W 67.79' SB9'48'31'W \ 110.84' el y MEAN HM WATER UNE ELEVATION: -MIS NAMI88 - AS LOCATIOD 3BETVM 3/69/2015 m BENCHMARK ����EM1N�]�22222211p� �' vO EIEV�ATOth 304 e 01-w { x" F AREA 3 1-1 'r 0.57 ACRES* ,�50 _►�� S � 'n 5 . 4 N89.48'31'E - 200.98'(0 m B I a9am1V L-57 �"Aaacm xAa L-58 ca4 eelmlms� 41° 1% �� ro�aaA 7 't COPYRIGHT 0 2013 BY GOY, INC., PROFESSIONAL SURVEYORS AND MAPPERS Una Table Una # D'vectbn Length L-61 N12. 16' 11'E 24A5 L52 1 N26'2740-E 28.74' L53 N23'3564•E 1823' L-64 N09. 34'49-E 32Ap L-65 N19. 36' 03-E El 15 �� \� varA1i°iAFA di As 1 - • 4i� _ L- BENCHMARK / L S4 ` A FIEgVATI .^<� MEAN w(H WA77R , Wr ..•tee"'.`� J� -0.1 EfEVATU4:Y NAV068' AS IOCA {a /1EDHD s/8 17 5/OB/201, V INOR6S9 (0.fl.8. 10al.PAGE 2082) 100.00 (M) zL3ea aN' .i'PiGo 58v.x�aAh o 582'25W c m 100.0'(D) z1° q m �i..,3geg$ .SAL,; oi--uo Syg43'31 $ N_ a 9=2 o� ACREAGE TABLE AREA 1 335 ACRESt ABOVE MEAN HIGH WATER AREA2 0.05 AC RE St ABOVE MEAN HIGH WATER AREAS 0.57 ACRESt ABOVE MEAN HIGH WATER TOTAL 3.97 ACRESt ABOVE MEAN HIGH WATER LEGEND ()OUXX) = COMPUTER POINT NUMBER AC. =ACRES CCR = CERTIFIED CORNER RECORD C.M. = CONCRETE MONUMENT I.P. =IRON PIPE I.R =IRON ROD LB = SURVEYING AND MAPPING BUSINESS N: = NORTHING COORDINATE E: = EASTING COORDINATE (D) =DEED (M) =FIELD MEASURED -A- = AERIAL UTILITY LINES M = WOOD POST WITH ELECTRICAL SERVICE BOX 8 METER - o- = CHAIN LINK FENCE - O - = WOOD STOCKADE FENCE E- = UTILITY POLE ANCHOR 9 = WOOD UTILITY POLE i / PARCEL ID: 3403-502-0109-010/4 aciircw� �i� (OFFICIAL RECORDS BOOK 939. PAGE 924) c, � _ S89'48'31'W - 700.29' / / NORTH 2W OF SOUTH 21W OF LOT 65-1/4 c A A A A A I A -g--}- A as§ / / n LOT 65 1/2 / AREA 1 $ o �I BENCHMARK / / /' 3.35 ACRES* �9y�722_ Y , E>Ev�AnON:y37 /6 MIEN Ome4) -- o'_ __ _ ______ ________ _________ Y a� sn ,/r hA.Ary � � 5-----------------'«r xa wAV lr / / ----------------------"-----� / POINT OF BEGINNING ° 1i--89'4B'31'W N77'S3sB S89-48-31-W - 430.84'(M) 1 0_ snr a�r 13.1 cw 81.50'(M) WEST 81.50'(D) i�.00'(y� ' <mn • 1r w. • vP sri1'�.H ur c� mLB oat g e fie N 44.3 ° mac 168.0 Eia,xo°eaoo 11 - 110.8py) N83'O1'i6'W 0W NBfi'30'48•W °c,583'473fi 583'S6'S8'E 110.80'() N8231'S4'W 103.32'(p�y' / 53.71'(y) MIS 1'2fi W ( I OUTLOT 210 / 53.71'(D) OUTLOT 211 a:T a/4' ,v. A w •csr xe u aim' xumeaam aruaEa,R PARCEL ID: 3403-502-0215-000/7 / (OFFICIAL RECORDS BOOK 3643, PAGE 1140) UBDIVISION WHITE CIT/ls (PLAT B00 PAGE 23) GRAPHIC SCALE 40 0 40 BO ( IN 71.56E ) I.t-dad dlaple7 -a. 1 1-.h - 40 4aet POINT OF COMMENCEMENT SOUTH 1/4 CORNER OF SECTION 4 (105331 ream a(10 ha ,®°P1A-A rsmv �As� �AePm 4 • 3 �i� r�:� 589L4'51'W 26315a' 9 1 10 N=)4s4' ®®® BOUNDARY BMEAN HIGH WATER SURVEY FOR: Lucie St Lucie County BOCC ST LUCIE COUNTY, FLORIDA INCORPORATE D PROFESSIONAL SURVEYORS AND MAPPERS Seale: Data: I f File B DreWIng N°: CERTIFICATE OF AUTHORIZATION LB 4106 1=40' MAR. 2015 05-1106-27 CORPO_EOFFICE Po BOX ties•I-MNARnN LAW. Drevm Br.. Checked BY. shad PALMCDY, FL ]4491 (eo%5ea.,me.WWNGCYINCC°M J.A.S. PA. Z ae Y Boundary & Mean High Water Survey for: St. Lucie County - Board- of County Commissioners LEGAL DESCRIPTION Parcel b Dodds 210 and 211, Section 9, Township 36 South, Rat th ange 40 East. WHITE CITY, according to the Plereof recorded in Plat Book 1, Page 23, of the Public Records of SL Lucie County, Florida. LESS AND EXCEPTING THE FOLLOWING (1): Start at the SE comer of Section 4, Township 38 South, Range 40 East and mn W-wrty dung the South One of said Section 4, a distance of 1402 fed to the Westerly fight-ot-y tine of Citrus Avenue; thence inn Northerly along said righteFway a distance of 135U2 feet I.the Sod` lie ofthe North 168.58 feet of Outlet 10. WHITE CRY, as per plat thereof recorded in Plat Book 1, Page 23, ofthe Public Records of St. Lucie County, Florida, thence by angle of 90'02.OIY to the le run aloe sold South e e distance ce 630 et to e A A t uth On I n of lie the Point of Beginning; thence cenfinue la inn a distance of 830 feet h the Eeat rightaWiey One of Palmetto Avenue; thence by angle h me left of 89.58'00' run Southerly along said rightcl y One a distance of 172.88 feet thence by angle of BO.02'OP' fo the left, run 830 feet thence by angle of 89'58TT to the teft, inn 172.88 fed to the Point of Beginning. LESS that portion WE In Section 4, Township 38 South, Range 40 East South of the wdended South fine of Oullat 10. ALSO, LESS AND EXCEPTING THE FOLLOWING (2): From the NW cemer ofthe NE 1/4 of the said Section S. inn South 22.B0 feet to the Point of Beginning; thence inn East 610.60 feet thence inn South 06W East 232.4 feet to a point on the North Ina o1 OWot 213, WHITE CITY, es filed in Plat Book 1, Page 23, ofthe Public Records of SL Lucie County, Florida; thence inn South 89.38' West dung said North line of Let 213 a distance of 030.24 fast Nance inn North 0'OV West, 238.20 feet thence inn East 12.55 feet to the Point of Beginning; the West 19.55 feet of parcel being a part of an eighty (80) hot wide access Easement ALSO LESS AND EXCEPTING THE FOLLOWING (3p That portion a} Outlob 210 and 211 East of e p lying the North Fork ofthe s Set. Lucie Rhat West of at the NE comer of ofthe West rM line of Palmetto Avenue and North ofthe /dlawing described lime: Commendn8 et me NE comer of me NW 1/4 al Sedlan 9, T-w hlp 3B South, Range 40 East inn West long the North Me of sold Section 131.33 hetto the Point of Beginning of the following desmLed One: From the paint of beginning inn South 0 degrees 31' Wed40.5 feet to a point thence inn North 82 degrees 51' S4• West 103.32 feet to a paint thence inn South 63 degrees 55' 58 West 110.80 feet to a point thence inn North 86 degrees 21' 2G West 53.71 fed to a point thence inn Norm 77 degrees 44` 34° West 168.0 feet to a paid an the North One of Section 9; thence inn West along said Section firm e 81.5 feet to a point thence inn South 82 degrees 25' West 100.0 feelto a point thence inn South 10 degrees 0& East 21.0 feet to a point; thence inn South 79 degrees 55' West 113.0 feet to a point thence inn North 10 degrees 05' West 38 feet mom orless to the shoreline ofthe North fort ofthe St Lucie River. TOGETHER WITH on of Gm toes right title, and interest In and to that Easement created by Instrument dated June 11. 1997 end recorded d O.R Book 1CSI. Page 266Z PuNIC Recerdc of SL Lucia Caudy, Florida Tagethervdit That potion of Lots 190, 191. 194 and 195. lying East of the North St Lude River Water Management Distict Cand No. 71. in Section 9, Tawnshlp 36 South, Range 40 East, as per Plat thereof of WhSe City Subdivision as recorded In Plot Book 1, Page 23, ofthe PUbfiC Records of St Lucie County, Florida. Fermi Lob 192, 193 and 1961n Section 9, Township 38 South, Range 40 East as per plat thereof O WHITE CITY, recerded in Plat Book 1, Page 23, cribs Public Records of BE Lucie County, Florida; That paraan of the South 5 s of the NW 1/4 dthe NW 64 and that parcel of land lying East and adjacent hereh and the North 5 eves of the SW 114 ofthe NW 114 and the parcel of land lying Eel and adjacent thereto a0 being bound on the West by the North Fork ofthe BE Lucie River as presently wilding (also known as Cand No. 71) and bound on the East by the BE Lude River as shown an Plat of White City recorded In Plat Book 1, Page 23. Public Recerds of St Lucie County, Mutts, lying and being In Section 9, Township 36 South, Range 40 EmL COPYRIGHT G 2013 BY GCY, INC., PROFESSIONAL SURVEYORS AND MAPPERS Petravice Preserve Section 9, Township 36 South, Range 4o East 1�d 1■ Gr I,��Ls IIH IPA N10. MI. WRIM NO 11 �-1111 met ,� - �� '�I Illiiillllllh _ � LII � 1 ''1IIIIIIIIIIIIII Ill�l _IIII' ��1�/ ��III � ®■ ■ 11111=�=IDr�l�l�`�� ■IIIIIII-IIF2111o1��1.2 -_=11111 LOCATION MAP NOTTOs0NX SHEETINDEX 2 OVERALL SECTION 3-0 SUBJECT BOUNDARY 5 LINE TABLES 5 DETAIL OF IMPROVEMENTS SURVEYOR'S NOTES 1. All bearings shown hereon are referenced to the State Plane Coordinate System, Florida East Zone, North American Datum 1983, Adjustment of 2011 and are further referenced to the North fine of Section 9, Township 36 South, Range 40 East having a bearing of Norm 89.46 315 East 2. Cook etas Shawn hereon ere referenced to the State Plane Coordinate System, Florida East Zane, North Americen Datum 1883, Adjustment of2011 as derived by the National Geodetic Surveys Online Positioning Users Service (OPUS} 3. All visible above ground improvements have been shovm on this survey. There am remnads of numerous places and segments of pvpipe used for as wt as ereas cavered with black plastic as might have been used Ina plard nursery operation scattered throughodthe site. 4. Them hes been no attempt to locate any underground imp-M-15 or utilities on this survey. S. Elevations shown hereon ere referenced to St Lucia County Benchmarks,'TONY' and 'BRIDGE' and ere further referenced to the National Geodetic Verticel Datum of 1988 (NAVD88). S. The Mean High Water elevation as shown hem an was established by emending the elevation shown at Mean High Water Interpolation Point No. 925. 7. The Mean High Water One shown herean was located by angle distance ties. There Is 24.77 acres, mom or less above the Mean High Water Una. B. This mean high water line survey complies with Chapter 1T7, Pert II, Florida Statutes. 9 e am 24 eves above me Mean High Water fine elevation of-0.13 feet NAVD 1988 .Thre .77 9 I ) % Surveywmkwa3 ped-el litre between 7/152013 end 122E 2013. 11. 1 have reviewed the Old Republic National Tine Insurance Company, commitment for title insurance Fund File Number. 24.2013401514A1; with an effective date of December 16, 2013 ® 11:00 PM.• issued by Patricia A Baldwin and with regards to the Schedule B SeNon II once ons that are mattem of survey and have the followin comments: rd Y 9 Exception No. 5: Aftectn the property and is chawn hereon Exception No. 11: The St Lucie County Property Appraisers Webske Indicates the southern terminus of Palmetto Avenue is at the north line ofthe subject property. 12. This survey is certified to: St Lucie County, a political subdivision ofthe State of Flodda Fla do Communities Trost Florida Department of Emdronm urtal Protection Old Republic National Title Insurance Company CerliSaaeon (Not valid without the signature and original raised seal or a Florida licensed Surveyor and Mapper) I hereby cerbly that the Survey of the property shaven and described hereon s completed under my direction and said Survey Is true and caned to the bed of my la-ladge and belief. I further certify that this Survey meets the Minimum Technical Standards for Surveyors sal forth by the Florida Board of Professional Surveyors and Mappere in Chapter SJ•17, Florida Administrative Coda, pursuant to Section 472027 Florida State Statutes. No search ofthe Publle Records has been made by this office. The Survey Is based on information furnished by client or agents representable. 12262013 Date of Survey Peter Andersen Professional Survey and Mapper Florida Certificate No. 5199 ®® HIGH WATEROR MEAN Lucie St Lucie Countyty 13 BOCC ST LUCIE COUNTY, FLORIDA I N C O R P O R A T E D PROFESSIONAL SURVEYORS AND MAPPERS Scale: Date: Fit. 6DrawingNo: CERTIFICATE OF AUTHORIZATION LB 4108 NIA DEC. 2013 05.118&13 MR -OFFICE MWX 1LW.1a05eWMM fevf. Drown By. Checked By. Shed PALIatgD'.FL algal (50c)-1me.t -va-M JA.S. PA. 1 of 6 5 14 8 9 • .I9Ea Errmmieo I I I -- I I m N SOUTH 6.0 ACRE OF THE NW 1/4 OF THE NR 1/4 I 8 'IIN NORTH 6.0 ACREIS OF THE SW1/4 OF THE N11 1/4 N I I I rf°mou� BB .8 -0 159 l90 NW1/4 of the NW 1/4 -- 191 194 195 SW 1/4 of the NW 1/4 E BBIaSIM -- uvuuCmf --- 0 n n NI WI of 0 rciwran.rc . rm N GVL111AtrD . fFA 8 9, 171--- $6(l�Opp —YT4•YIII�YM Pe( COPYRIGHT 0 2013 BY GCY, INC., PROFESSIONAL SURVEYORS AND MAPPERS N89'48'31'E - 2645.03' I I i 210 192 I -- N89'44'09'E - 2644.43' -_ 589'54'16'W - 2651.43' n� raw r�r w. -off 71" er®rma°�°'ez �nrm OU= 210 OUTI,O1' 211 I 1 210 ---a I of the NW 1/4 193 I 19e n N II r 0 V1 SE 1/4 of the NW 1/4 SB9'44'51'W - 2635.59' NE 114 N89'44'O9'E= 2631.05' _ S8957'02'W - 2626.59' _ GRAPHIC SCALE 200 0 200 400 (IN FU7 ) Int®ded dlepin7 -.I.: 1 Inch - 200 tat I I LEGEND I (X)ODO0 = COMPUTER POINT NUMBER CCR = CERTIFIED CORNER RECORD C.M. = CONCRETE MONUMENT a I.P. =IRON PIPE LR = IRON ROD roo LB =SURVEYING AND MAPPING BUSINESS I N: = NORTHING COORDINATE E: = EASTING COORDINATE ae m,m�crmmj ®®® HIGH WATER County B FOR: BOUNDARY t EANLucie St Lucie County BOCC ST LUCIE COUNTY, FLORIDA I N C O R P O R A T E D PROFESSIONAL SURVEYORS AND MAPPERS Scale: Date: File S Drawing Ne: CERTIFICATE OF AUTHORIZATION LB 4108 1' 200' DEC.2013 05-1106-13 CO11— OFFICE Me_.15]SSWMMIIN IM1W. D—By. Checked By. Sheet PALM WY, F. —I (my aBrruiss. WYAY.00YINc.CON JA.S. PA. Z o1 6 Ulf 4 �•. r t a ti •ice a�? �d` A . - k7, i � _ � I �d / ( � � C � � • <_ 14a +,�Pa.-. - z11'3 �-� :.'�p9 .rn"3. . �r' JyA f�. 1, 4 1 - y �� �hC�.A✓ T=11✓ MATCH LINE"A- SEE SHEET 4 SEE SHEET 5 OF 6 FOR LINE TABLES y OF MEAN HIGH WATER LINE AND WITNESS LINE TIES. L l COPYRIGHT C 1113 BY GCY• INC., PROFESSIONAL SURVEYORS AND MAPPERS 04467) /cum 4'1N• ct4 (II4 WIMGig4 - „� • j -- GRAPHIC SCALE O0 5853018°E 36"E BS 5 • SOjt6� ! w S00' SI0�8 ! 1 22 50 0 50 100 3 _ '^ 54 ° I6R126. , (44ro3 --A' '�'• 2 � (IN 1LLT ) TN..ded db aV •rate: 1 inch - 50 feat �•0 LEGEND Q ) T 3.90 a ., REA COMPUTER (X%-X = MEAN WATER LINE ET 6 p ' TABLE DESIGNATION SEE SHEET 6 W. =WITNESS LINE TIE $,�•'(t TABLE DESIGNATION (SEE SHEET 5) =SET 314' IRON PIPE & CAP ^GCY INC. LB 4108" I 197 y Y �•` = SET IRON ROD & WITNESS CAP "GCVWITNESSLB4108- . J• �1wW UNE^:...^ 'Y )'� C.M. = CONCRETE MONUMENT ♦ i-�.i.VA� I.P. =IRON PIPE LR. =IRON ROD Ii -��-T _ -► LB = SURVEYING AND MAPPING • awp_ •�,� �,•_✓ BUSINESS N: NORTHING COORDINATE 1 E: =EA T NG COORDINATE (D) =DEED U. (M) =FIELD MEASURED -A-=AERULL UTILITY LINES - i= UTILITY POLE ANCHOR - _ 0 =WOOD UTILITY POLE POINT# NORTHING FASTING DESCRIPTION MW nOM78 R®fSD SET3/4'I.P.&CAP -GCY.INC- LBAI08' SWDI UMWS32 BOSM29 SET3/4-I.P.&CAP-a .INC IB4IW' SO801 11MCM02 SSN25.W SET3/4•I.P.&CAP'GCY.ING LB41W' 50003079 W 11 86942248 SET3/4'LP.&CAP'GCY, INC1941W SWD7 1103WS59 SM2133 SE73/4'I.P.&CAP'GCY•, INGI841W" 50005 1103VZM SMA77 SE173/4'LP.&CAP'GCY, INC L14IW SMOG nMMOS 80034.45 SET3/4'I.P.& CAP'GCY,INC. W41W' SIDUI DW3W110 S690129S SE73/4'I.P.& CAP'GCL•, INC LE41W SWW 11030911,78 SMU97 SET3/4'I.P.&CAP -GCY, INC IS 4I06' 5WW UO3U®.61 SW917.62 SET3/4'LP.& CAP'GCY,INC IBQIW' 71 SW10 11WG9A6 86980649 SET3/4'I.P.&CAP'GCY, INC.1841W Sm11 1102841® S69638.55 SET3/4'LP.&CAP'GCY.INC W41W POINTS WITNESS LINE - POINT CONTROL TABLE NORTHING .FASTING ELEVATION LATITUDE LONGITUDE UM IMSMS90 SEWEM 2.35 27-27D2-WN SR2V31W IOW 1103D53•n 859536-n 3.11 Zr 22 W3VN 8V17333YW _ 1®2 U1194120 .12 170 27-2V5931'N &T 20'33.4rW 1WW 1100044.17 80276.97 4.90 Zr 27 W.22'N 8V 273&2TW I= U9M.50 863019.71 4.32 2r 2Y ODA"N WV39.W"W 100a5 I1I131KAN 868ML66 4.31 2r2700.4VN 80'2V4a79•W . � 10006 P' 1202989.85 86871502 an 2r2r S9.n'N SV27'4244'W Y WM7 11MM.39 95MA3.9S 449 Zr 2r S&67'N ST 2V44.1TW Nam' ', iW08 120239146 SW12IS 4.51 2r2r5387'N SV274583"W MM U70D97.86 SS687290 L45 27'21751WN STW 4a7l'W 10024 nMM49 2093118 262 2r2r5S3rN SV21'40.017W 10025 11WIL78 8R8fi654 3.19 Zr2r5S9SN 01274M7rW Tk® WM 1 1=7 110279259 80873&M 110292S1I 88013.89 2.03 2r2rs7.76'N eR274219'W 2.76 2r21'5905'N 8720139.12'W L 1D078 10@9 1102L5916 85W.23 110295A19 88I92801 OL91 7r2VS84ON 80.2V3&6SIN 3.36 2r Zr%35'N 8rW4a0TW 10.'!D 1IM970,86 856M62 250 Zr ZVS952'N 8r20'4a9rW =1 1102867.65 86921L07 2.98 Zr Zr5&48'N 8P213695W 1W32 11028f>9.4S SOM92 113 2r21'58A9'N W.2735391W 3} ~�'! r'• .. 10037 11065473 8W5X23 3.81 Zr 21'%ATN 8V ZO4179'W 111'AB 1102510.W 8G847512 415 2r II'S4.98'N 8V274S12'W 1W39 110247167 864n9.V 1. Zrn'54..' 87214Z2VW 1W40 UW27.60 807429D 2.28 2r2r S7.WN 8W 29 2U'W 7W04 11033O34 S69539.80 3.76 2r22W.51rN SrZV332WW ®®® BOUNDARY &HIGH WATER SURVEY FOR Stt Lucie County BOCC ST LUCIE COUNTY, FLORIDA INCORPORATE D PROFESSIONAL SURVEYORS AND MAPPERS snle: Date: FII. & Drex309 N4: CERTIFICATE OF AUTHORIZATION LB 4108 1--50' DEC. 2013 057106-13 CORPoMTE OFRCE 1/14/14 J.A.S Po60%14t8.1'.altWNAR1INlMfl. Onrvm By. Checked By. Sheel PAW (2TY. R ]®t 1m034mta49. Nxw.ccnr3CmN JAS. PA. 3 s Date By c1 MATCH UNE'A" - SEE SHEET 3 r t �Yr., y7p'if i.a. 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' I0054 1I0167.94 SM779.22 3.10 27'ZV4&OrN V20'41W'W 7 IODaS 110L9 % 86EM46 X69 2r2V4&VrN 872U4169RV SEE SHEET 5 OF 6 FOR LINE TABLES OF MEAN HIGH WATER LINE AND WITNESS LINE TIES. ®®® BOUNDARY 8 MEAN NIGH WATER SURVEY FOR: St Lucie County BOCC ST LUCIE COUNTY, FLORIDA INCORPORATE D PROFESSIONAL SURVEYORS AND MAPPERS s4ele: D41e: Pde & DFaT4R9 No: CERTIFICATE OF AUTHORIZATION LB 4109 1 "=50' DEC. 2013 05.1106-13 fARPORATE OFFlGE 1 lABF11/L SECa0N5 W NORMNEST I/4 OF SECTION 8 1/14/14 dA.& PJ G°X tam •t5ne a9lMARIINTirYI. D-By. Checked By. Sheet PALM LITY, FL Slmt COPYRIGHT 0 2013 BY GCY, INC., PROFESSIONAL SURVEYORS AND MAPPERS Na. Revisl. Dote By (e0e)30&10a9. WASYGGYINGCOM J.A.S. P.A. 4 of 6 COPYRIGHT O LINE TABLES MEAN HIGH WATER LINE Una Table Line Table Une Tehle Lt. Table Una# Difection Length Line# Dimcllon Length Line# DifecOon Length Line# DtiecOon Length L-i NOT' 23' 40'W 65.91' L-101 N7r 43' SPE 7023' L-151 N78° 21' ZrE 39.13' L-201 S87' 13' 28'W 136AT L-2 N10'08'16W 37.19 L-102 S89.2T 201E 34.W 1.452 N78.363T-E 47.76 L-202 S3928'03W 48.78' L-3 N58'2713W 33.64' L-103 S80.3Z 161E 74.04' L-153 N69°39 ZTE 3&76' L-203 683.46-41W 5231' L-4 N78'31'32'W 13.66 L-104 SSO°2925-E 124.87 L-164 N61'04'30'E 321P L-204 S56°19'45'W 32A9' L5 N8S 21' 22W 24.3Z L-105 SO4' 19' OSE 57.63' L-155 N70' 5627E 40.00' L-205 S53' 40' 33W 43.10' L-6 S42'2T 40W TAT LAGS S03'5324'E 64.96 L-156 S86'11Y W'E 52.9T L-205 S68'01'41W 9125' L-7 SOS'14'12W 40.54' L-107 SO4°20'2rE 32.S4' L-157 558-63'17-E 66.86' L-27 S80.OT 39W 71.09- LA 814-17411E 34.01' L-108 S06' 39' 37W 59AT L-158 835° 02 241E 24.00' L.208 S75' 58' 14W 15.1T L-9 SO1'2ZO5W 5&31' LAGS S29-36'18W SCOW L-159 S26-28'37�E 35.78' L-209 'N76.3T 58W 51.05, L-10 S12'3756'W 57.03' L-110 S31'ST 10W 69.36 L-160 S19'IS' 51'E 8.35' L-210 N19'IT54W 25.06 L-11 S11'3N 41W 2BAT L-111 828-09'16W 4.8.7 L-161 SW 41'39W 44.W L-211 STY OT31W 50.3T L-12 SSO' 21' 07W 1020' L-112 S18' Ot' 251E 5.19 L•162 S39' 3Z 18E 90.61' L-212 S79' 59' OSW 46.3T L-13 N36- ST OTW 11.16 L-113 S30' 39 36'E 17.38' L-163 S12' 51' 13-E 4820' L-213 N61' OT 08W 48.61' L-14 N09°34'16W 43.14' Ir114 S32'5734'E 14.= L-164 508°5606W 71.13' L-214 S69°54'267W 58.05' L-15 N26' 01' 09W 42M L-115 S34' W 081E 1025' L-165 648' W 01 W 16.94' L315 S66' 4T 11 W 50.30' L-16 N30°30'27W 15.94' L-116 SOr 3424W 4.19 L-166 S22 WSOW 19.93' L-216 S81'32'SM 75.05' LA7 NW 57'44W 475V L-117 S45'15'SBW 3.9T 6167 S22'11'59W 3O.6T L-217 S60'14'51W 43.34' L-18 N56'OV43W 35.1T L-118 N70'0659W 93.64' L-168 S10'4617W 5239' L-218 S86-52'22W 1221' L-19 N62' 58' 28W 40.57 L-119 N71' 09 51 W 57.91' L-169 S22' 19 02W T756 L-219 N11' 20' 441E 65.34' L-20 N63' 57' 01 W 43.71' L-120 N50' 5V 17W 56.13' L-170 S29' 01' 33W 40.34' L-220 NOV 06131E 55.80' 621 NaF 58' 56W 6&46 L-121 N61' 18' 39W 38.6Z L-171 S39' 51' 32W 73.85' L-221 N12' 14' 141E 49.28' L-22 N87'13'45W 84.26' L-122 N64'14'29'W 45.96 L-172 Syr 01'29W 46.09' L-122 NOT OrSO'E 103.79 L-23 S73' 44' 17W 25.1T L-123 N45- 46 UM 44.OZ L.173 S81' 19 SOW 56.60' L-713 NOT 43' 34'E 44.W L-24 S66'OZ 01W 53,59 L-124 N83-6230W 3936 LA74 886.21Y25W Z7AT L.=4 NIO'31'21E 1D9.3T L-25 S49'3621W 59.81' L-125 NBO'2742W 38.99 L-175 S76.2928W SZ61' L-225 N13'43'50'E 41.13' L-26 S13'ST 221N 453T 6126 S34'04'25W 13AV L-176 S69.OT 56W 103.26' L-226 NOV 56'14" 31.64' L-27 S14-IV 44W 34.97 L-127 S34-13.02W 12.8T L-177 S65'WS1W 94.14' L-n7 N09'36'48'E 53.18' L-28 S16'SVSM 332T L-128 S34'23'21W 63AN L-178 S66'5901W 82.91' L-228 NOW IT 19'E 39.68' L-29 SIX 2T 60W 5457 L-129 S24-20'36W 28.6T L-179 S69°5Z 09W 45.69 L-M9 N09'47 SS'E 75.1. L30 S22' 21' 281E 65A9 L-130 S46° 25' 231E 27.39' L-180 569' OT 26W 109.45' L-230 NIT' 54' 071E 45.37 L31 S35' S9 SO'E 35.9T L-131 S46' 5Z 25'E 25.87' L-181 S70' 39 05W 47-W L-231 N13' 00' 30'E 8274' L32 S535731'E 514Z L-132 S1B'4T30W 1137 L-182 S80-OT 12W 67A9' L-232 N13'2643'E 66.48' L33 Syr OY 15-E 49.16 L-133 N81' 20' 48W 8.16' L-183 , SBI' 44! 17W 73.15' L-233 NIS' 12' OS'E 114.26' L34 658'ST 201E 45ST L-134 N47'1630W 15.5V L-184 N73.3T 57W 24.62' L-234 N26'IT 18E 88.32' L35 S59'4912'E 38.73' L-135 N57.2T41W 32.9Z L-1115 N45. 5631W 20.69' L-235 NOS' 04'18W 74.68' L36 SBr 17491E 53A8' L-136 N43' 49 tOW 88.57 L-186 N53' 53' 341E 25.84' L-236 N23' I I' 44E 79.48' L37 S2r48'41'E 46.9Z L-137 N49.4TS3W 31.T7' L-197 N78'43'36E 2124' L-237 NIS'11'52E 17A6 L38 N64' 36 321E 13.OT L-138 866- 50- 01 W 11.18' L-188 1,185° 47 511E 59.7Y L-238 N26- OT 231E 33.60' L39 N41' 14' 34'E 4528' 6139 813' 4Z 13W 11.18' L-189 N73' 20' 04'E Z7.76' L-239 N28' 21' 351E 62.94' L-40 NIB* W29E 28.92' L-140 S49'4T 531E 31.06' L-190 NW'57431E 22.65' L-240 N23-271041E 6322' L41 N38' 29' 31 W 47.09' L-141 S45- OT 03-E 9921' 1,191 N68' 43. 10'E 3758' L-241 N68' 38' 39'E 9SAS L42 N40'16'02W 2T.W L-142 SSr W II'E 42= L-192 N72-5Z 35-E 99.94' L-242 N66-22'09-E 5BA4' L43 N39'14'33W 73.1& L-143 S58'4733'E 55.36' L-193 N62'1Z 49'E 38.1T L-243 N66'16'33E 6296 L44 N44'10'48W 4244' L-144 SW 3949E 34.99 L-194 NB2.1Z SO-E 432r L.244 N54-5755-E 39.14. L45 NSI- 09- 01 W 17.19' L-145 S79° 19461E 82W L-195 NOW 23' 39'E 91.43' L-245 N57' 37"S3'E 39.65' L46 N46' 25' 01 W 31.3T L-146 S87° 4B' 31'E 45A6 L-196 N77' 44' 53'E 98.42' L-2A6 N49' 16191E 28.89' L47 N44' 39' 51 W 57.33' L-147 S86' I& 231E 55.OZ L-197 N68' 28' 39-E I-- I.7A7 N58' 21' 081E 211' L48 N50' 11' 51 W 9.47' L-148 S62' 1T 111E 55.09 L-198 N36° 13' 591E 21.02' L49 N22'45'12W 3&19' L-149 568.59091E 94.69 L-199 N22'07391E 1920' LSO NII.2T 17-E I 39.OZ L-150 SW 26SWE 119.90' L-200 N42. 39 D4W 1521, PROFESSIONAL SURVEYORS AND MAPPERS WITNES LINE TIES U- Table Line Dimctien Length WL301 S62'56111W 6156 WL302 S8r W 221E 56.06 WL303 SD3'OTO9W 122.W WL304 S68°21'31W 5O.W WL305 S16' 01' 39'E 483T WL306 S01'29'..W 58.fi4' WL307 N07'27'401N 29A9 WL308 S&V 01' 581E 33.82 WL309 N45'IV351N 7829 WL310 NS4'5922'E 83.W WL311 W W26'E 46.W WL312 S50'26'36W 45.06 WL313 S20-18'32W IlLM WL314 N64'28'23W 5921' WL315 N7r4T01'E 94.W WL316 S48-48'43-E 40.11' WL317 S59'ST38'E 51.W WL318 824-W 00W 22.66 WL319 S22' 51' 07-E 115.BY WL320 S73.4V41W 98.81' WL321 S32' 23' 17'E 43.67 WL-= N70'31'19W 111.1Z WL323 N61'41'56W 83.6r WL324 N48'10'03W 84.89 WL-M N44'04'41W 42.06 WL326 S&1'30'OOW 42.86 WL327 S46.0618W 61.50' WL323 S45'3T 18W 62.1T WL329 S42-58-03-W 114,48 WL-330 S02-ST 55-E 47.34' Une Table Une# Direction Length WL331 S13-30'O9W 51.W WL332 S43' 30' OOE 40.00' WL333 S26' 3O' OOE 55.09 WL334 S72'41'46'E 78AO' WL335 NOV` STISW 285T WL336 N15'45'57W 40.9T WL337 N51'22'33W 48.43' WL338 N82'50'24V 46.6Z WL339 Sl9' 2V OTE 24.67 WL340 S34-43'55E 2524' WL341 S02. 32' 13E 22.76 WL342 SO9' 10' 07E 31.77 WL343 SSO'2649E IO.W WL344 S69- 01' 28E 18.16 WL345 S74'10'28-E 32.76' WL346 N54' 31' 291E 54.04' WL347 NO4' OB' 161E 21.40' WL348 N11'17'27W 30.19' WL349 N01'47'24W j 34.93' WL350 N01.OTOIE I 24AT WL351 N31' 39' 14E 19.31' ®®® BOUNDARY &HIGH WATER SFOR: Stt Lucie County 13 BOCC ST LUCIE COUNTY, FLORIDA I N C O R P O R A T E D PROFESSIONAL SURVEYORS AND MAPPERS Soele: Date: File & Dr-Ing Na: CERTIFICATE OF AUTHORIZATION LB 4108 NIA DEC. 2013 05.1106.13 MRPoWEOFRCE Po90%1449 .15196W MARTIN IeW. Drawn BY Checked By: sheet PALM CItt, FL ]4991 1mo13ea.foFa.www.ccnrvc.mM JA.S. P.A. .r3 a1 s OUTLOT 210 I. PROFESSIONAL SURVEYORS AND MAPPERS I —STORY METAL BUBDINO LEGEND PD(I(<X) = COMPUTER POINT NUMBER GRAPHIC SCALE WLT = WITNESS LINE TIE SET IRON ROD S WITNESS CAP 20 0 20 40 -GCY WITNESS LB 410a' LB = SURVEYING AND MAPPING BUSINESS —A— =AERIAL UTILITY LINES Intend" di'P•°7 md,: E-- = UTILITY POLE ANCHOR 1 Inch - SO feet 0 = WOOD UTILITY POLE POLE 2.. BARN iP O 'eW PAh"ME-TT0 ®®� BOUNDARY HIGH WATER SURVEY FOR: Stt Lucie County BOCC ST LUCIE COUNTY, FLORIDA I N C O R P O R A T E D PROFESSIONAL SURVEYORS AND MAPPERS S.I.: Dem: File a D—ig N.: CERTIFICATE OF AUTHORIZATION LB 4108 1'=20' DEC. 2013 0S-110&13 MRPoRATEOFHCE PoBOR 11®.I9A 6WNARRN WWI. D( BY Checked By. Sheet PALM CITY, FL XW I Ieoy aea,Bse.wAw.ccnxcmm JA.S. PA. 6 p1 6 LEGAL DESCRIPTION: (PREPARED BY SURVEYOR) BEING A PARCEL OF LAND LYING OVER A PORTION OF TRACT 'J' AS SHOWN ON THE PLAT SHOWING THE ADJUSTMENT OF PROPERTY UNES OF MOORE, HOEFUCH, BACHARACH, BRADY & HAMMOND, AS RECORDED IN PLAT BOOK 3, PAGE 64, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID PARCEL BEING A PORTION OF THE LANDS AS DESCRIBED IN OFFICIAL RECORD BOOK 488. PAGE 1599. LYING IN THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA: SAIDIPARC. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 9; PROCEED SOUTH 89'45'09' WEST, ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 9, A DISTANCE OF 1317.89 FEET TO A POINT ON THE WEST LINE OF THE EAST ONE-HALF 0T THE NORTHEAST QUARTER OF SAID SECTION 9; THENCE SOUTH 00'16'24' EAST, DEPARIING;tWD NORTH LINE, AND ALONG SAID WEST LINE, A DISTANCE OF 2.639.34 FEET TO A POINT ON THE SOUTH HAMMOND LINE, AS SHOWN ON SAID PLAT OF ADJUSTMENT OF PROPERTY ONES, SAID POINT LYING 15.30 FEET MORE OR LESS NORTH OF THE SOUTHEAST CORNER OF THE SOUTHVAST QUARTER, OF THE NORTHEAST QUARTER OF SAD SECTION 9; THENCE NORTH 89-41'31" WEST. DEPARTING SAID WEST UNE, AND ALONG SAID SOUTH HAMMOND UNE, A DISTANCE OF 1.623.41 FELT; THENCE NORTH 02772.00' WEST, DEPARTING SAID SOUTH UNE. A DISTANCE OF 443.24 FELT TO A POINT ON THE SOUTH UNE OF THE LANDS DESCRIBED IN SAID OFFICIAL RECORD BOOK 438, PAGE 1599 AND THE POINT OF BEGINNING; THENCE NORTH 89'41'31' WEST, ALONG SAID SOUTH LINE, A DISTANCE OF 1177.11 FEET TO A POINT ON THE MEAN HIGH WATER LINE OF THE NORTI FORK OF THE ST. LUCIE RIVER LOCATED DURING THE MONTH OF NOVEMBER 2002, AND APPTOVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AT ELEVATION 1.16 FEET (WTIONAL GEODETIC VERTICAL DATUM OF 1929); (THE FOLLOWING SIX COURSES ARE ALONG SAD MEAN HIGH WATER LINE) THENCE NORTH 2B'00'07" WEST, DEPARTING SAID SOUTH LINE, A DISANCE OF 71.85 FEET; THENCE NORTH D3'52'41" WEST, A DISTANCE OF 41.07 FEET; THENCE NORH OT26'55" WEST, A DISTANCE OF 99.59 FEET; THENCE NORTH 06-30'36' EAST, A DISTANCE OFE6.29 FEET; THENCE NORTH 20'37'10' EAST, A DISTANCE OF 84.66 FEET; THENCE NORTH 31'=3" EAST, A DISTANCE OF 18.02 FEET TO APOINT ON THE NORTH UNE OF THE LANDS AS DESCIIBED IN SAID OFFICIAL RECORD BOOK 488. PAGE 1599; THENCE SOUTH 89*44*24' EAST, DFPARTIIG SAID MEAN HIGH WATER LINE, AND ALONG SAID NORTH LINE, A DISTANCE OF 1162.85 FEETTHENCE SOUTH 02'12'00"EAST, DEPARTING SAID NORTH UNE, A DISTANCE OF 3S4.92 FEETTO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 10.60 ACRES, MORE OR LESS. REFERENCE MATERIALS 1) ST. LUCIE COUNTY ASSESSMENT MAP FOR THE NORTH & SOUTH HALVES OF SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST, SHEETS 34/09S & 34/09N, DATED FEBRUARY 14, 2002. 2) PLAT SHOWING ADJUSTMENT OF PROPERTY LINES OF MOORE, HOEFUC, BACHARACH, BRADY & HAJJMOND, PLAT BOOK 3, PAGE 64, ST. LUCIE CONTY. 3) PLAT OF RIVER DALE YACHT CLUB ESTAES UNIT 1, (NOTE ESTATES IS MISSPELLED ON PLAT) PLAT BOOK 6, PAGE 28. ST. LUCIE COUNTY. 4) BOUNDARY SURVEY PREPARED BY A GERALD WEATHERINGTON. FOR SPHA JEAN ROWE. DRAWING NO. 4090, LAST REVISED MAY 2, 1990. 5) PLAT OF SURVEY IN THE NORTH 1/2 OF SECTION 9, TOWNSHIP 36 SUTH, RANGE 40 EAST, FOR MISS MARY HAMMOND, PREPARED BY COUNTY SUR`_YOR F.E. ENGLAR, DATED NOVEMBER 21. 1925. 6) SPECIFIC PURPOSE SURVEY FOR ST. LUCIE COUNTY ENGINEERING DMAN, PREPARED BY COUNTY SURVEYOR RONALD H. _HARRIS, PROJECT NO. 9542, FIELD SQVEY DATE OF DECEMBER 12. 1995. 7) FLORIDA DEPARTMENT OF NATURAL RESOURCES CERTIFIED CORNER RECORD DOCUMENTS NUMBER 0044297. 0044301, 0044297, OD44298, 0044303. 0044302. 0044299. 0044303. AND 0070845. 8) LBFH. INC BOUNDARY SURVEY PREPARED BY CHARLES H. ANDERSON, FOR THE ST. LUCIE COUNTY DRAINAGE IMPROVEMENTS, PROJECT NUMBERD2-0035, UST REVISED MAY 30, 20OZ DRAWING NO. COGORLE.DWG. BEARING BASE: THE NORTH UNE OF THE NORTHEAST QUARTER OF SECTION 9, 1 TOWNSHIP 36 SOUTH, RANGE 40 EAST, AS MONUMENTED AND SHOWN ON THIS SURVEY, IS TAKEN TO BEAR SOUTH 89'45'09' WEST, AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO. BOUNDARY & MEAN HIGH WATER SURVEY FOR: ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS (NORTH FORK PROPERTIES - PARCEL 97) PROJECT LOCATION I pai i� I� I � low VICINITY MAP (NOT TO SCALE) LEGEND C = CALCULATED D = DEED = SET 5/8' IRON ROD & CAP STAMPED %BFH TRAV. PT' P = PLAT Q FOUND IRON ROD (SEE DRAWING FOR SIZE, NO IDENTIFIERS) No. NORTH ® a SET 5/8" IRON ROD & CAP STAMPED "LBFH INC. LB#959" SO. = SOUTH m FOUND IRON ROD & CAP (SEE DRAWING FOR SIZE & IDENTIFIERS ) E. EAST W. = WEST • = FOUND NAIL (NO IDENTIFIERS) O.R.B. = OFFICIAL RECORD BOOK �° FOUND NAIL AND TIN TAB (NO IDENTIFIERS) PG. PAGE = FOUND PK NAIL & DISC (SEE DRAWING FOR IDENTIFIER) W.S. = WEATHERINGTON SURVEY ®= FOUND IRON PIPE (SEE DRAWING FOR SIZE AND IDENTIFIER) G.P.S. = GLOBAL POSITIONING SYSTEM ® = FOUND PK NAIL (NO IDENTIFIER) ESTST. ELEVATION = SECTION CORNER (SEE DRAWING FOR IDENTIFIER) (N.G.V.D. 29) = NATIONNALL GEODETIC EODDATUM F 1929 VERTICAI.D. J = QUARTER SECTION CORNER (SEE DRAWING FOR IDENTIFIER) = IDENTIFICATION ■ = FOUND CONCRETE MONUMENT (SEE DRAWING FOR SIZE AND IDENTIFIER) LB. = LICENSED BUSINESS NUMBER F.P.&L = FLORIDA POWER AND LIGHT CERTIFIED TO: 1) ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS. 2) COMMONWEALTH LAND TITLE INSURANCE COMPANY 3) FLORIDA COMMUNITIES TRUST SURVEYOR'S NOTES: 1) THIS PARCEL IS SUBJECT TO Ail EASEMENTS, RIGHTS -OF -WAY, RESTRICTIONS, AND RESERVATIONS OF RECORD, IF ANY. . 2) THERE WERE NO INTERIOR IMPROVEMENTS ON THIS PARCEL. 3) NO AERIAL/SUBSURFACE ENCROACHMENTS LAVE BEEN LOCATED, IF ANY. 4) THE SURVEYOR HAS REVIEWED SCHEDULE B-2 OF TICOR TITLE INSURANCE COMPANY COMMITMENT OF TITLE INSURANCE :10. 00-5233, EFFECTIVE DATE OF NOVEMBER 28. 2000, AT 5:00 P.M. FOR ALL EASEMENTS AND ENCUMBRANCES OF RECORD AND THEY ARE AS GRAPHICALLY SHOWN ON THE MAP OF SURVEY OR NOTED HEREON. 5) THE LEGAL DESCRIPTION SHOWN ON EXHIBIT "A" OF THE ABOVE REFERENCED TITLE POLICY WAS USED FOR THE PARa7 TRACT PARCEL FOR THIS SURVEY. THE SURVEYOR HAS PREPARED A NEW LEGAL DESCRIPTION FOjt THIS BOUNDARY AND MEAN HIGH WATER SURVEY. 6) THE DESCRIPTION FOUND IN EXHIBIT A" OF THE TITLE POLICY WAS DETERMINED TO BE A WUE' DESCRIPTION AND COULD BE INTERPRETED IN MANY .DIFFERENT WAYS. THE SURVEYOR HAS USED HIS BEST JUDGMENT BASED ON HISTORICAL SURVEYS IN THE AREA AND INFORMATION OF RECORD (SEE REFERENCES) AND FOUND MONUMENTATION THAT SUPPORTS THIS DETERMINATION. IT WAS OEIIRMINED THAT THE POINT OF BEGINNING CALL IN THE LEGAL DESCRIPTION OF "BEGIN AT THE SOUTHEAST CORNER OF THE THE SOUTHWEST QUARTER, OF THE NORTHEAST QUARTER OF SECTION 9,, TOWNSHIP 36 SOUTH, RANGE 40 EAST' WAS IN FACT THE INTERSECTION OF THE HAMMOND SCURF LINE WITH THE EAST UNE OF THE WEST ONE -I" OF THE NORTHEAST QUARTER OF SECTION S. AS SHOWN ON THE PLAT SHOWING THE ADJUSTMENT OF PROPERTY UN::S, OF MOORE. HOEFUCH, BACHARACH, BRADY & HAMMOND IN NORTH HALF OF SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST, DATED MAY 12. 1914. PLAT BOOK 3, PAC- 64 (NOT THE TRUE QUARTER, QUARTER CORNER). 7) THE ELEVATIONS SHOWN FOR THE ESTABLISHMENT Or THE MEAN HIGH WATER UNE ARE BASED DN THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D. 29), AND BASED ON ST. LUCIE COUNTY BENCH MARK SET FOR THIS PROJECT (A BRASS DISC IN CONCRETE SEE DRAWING FOR LOCATION) STAMPED -2003 CITRUS. REFERENCE ST. LUCIE COUNTY FIELD BOOK 319-33 ELEVATION = 4.45'. 8) THE PURPOSE OF MAPPING THE MEAN HIGH WATER UNE OF THE NORTH FORK OF. THE ST. LUCIE RIVER WAS TO ESTA.:LJSH THE MAIN EASTERLY LIMITS OF THE RIVER TO CALCULATE AN UPLAND ACREAGE OF THE OWNERSHIP. THERE WERE LAW WET POSSIBLE JURISDICTIONAL AREAS THAT CROSSED OUR MAPPED MEAN HIGH WATER UNE, THAT WENT INLAND, AND WERE NOT MAPPED AS A PART OF THIS SURVEY. 9) THE MEAN HIGH WATER ELEVATION OF 1.16 FELT (N-G.V.D. 29) WAS PROVIDED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.) FOR THIS PROJECT WHICH CONSTITUTES PRELIMINARY PROCEDURAL APPROVAL THE METHOD FOR DETERMINING THE MEAN HIGH WATER ELEVATION FOR THIS SITE WAS INTERPOLATION BETWEEN EXISTING'TIDE STATIONS. FINAL APPROVAL FOR THIS DRAWING SHALL BE INDICATED BY THE FILE AS PROVIDED BY F.D.E.P (SEE BELOW). DEPARTMENT OF ENVIRONMENTAL PROTECTION DEPOSITORY FILE #- 10) HORIZONTAL CONTROL DATA ESTABLISHED FOR THIS PROJECT, WAS ESTABLISHED USING REAL TIME GEODETIC POSITIONING SYSTEM EQUIPMENT MEASUREMENTS ALONG WITH CONVENTIONAL TRANSIT AND ELECTRONIC DISTANCE MEASURING EQUIPMENT. SEE SHEET 2 OF 3 FOR CONTROL AND CLOSURES. - 11) THE GEODETIC CONTROL FOR THIS SURVEY WAS BASED ON NATIONAL GEODETIC SURVEY 1ST ORDER STATION 'STLI' BASED ON THE NORTH AMERICAN DATUM OF 1983 (1990 ADJUST) FOR THE FLORIDA EAST ZONE, POSITION 27'18'41.44586' 80'24'47".41077 AND NATIONAL GEODETIC SURVEY 1ST ORDER STATION "STL4" POSITION 2722'27.60792" 80'22'21.63231". (SEE SHEET 2 OF 3 FOR DETAILS) 12) THE CALCULATED BEARINGS, MEASUREMENTS, AND COORDINATE DATA SHOWN HEREON ARE GRID MEASUREMENTS. AND REFER TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, TRANSVERSE MERCATOR PROJECTIO:J, EAST ZONE, NORTH AMERICAN DATUM OF 1983/1990 ADJUSTMENT (NAD 83). THE SCALE FACTOR FROM GRID TO GROUND MEASUREMENTS IS 0.99998869. 13) THE FIELD SURVEY WAS CONCJCTED FROM NOVEMBER 11, 2002 - DECEMBER 9, 2002 LBFH 6 0at .01-20-2003 VERIFY SCALE CONSULTING CIVIL ENGINEERS, SURVEYOR AND 14APPER'9 SIGNATURE WFH PROVE= Ro: N/ABAR �� SURVEYORS &MAPPERS BOUNDARY & MEAN HIGH WATER SURVEY FOR: `" `" �� CHK DRD IS EQUAL TO ONE +Parini ry For Results, ch1°uMIAT41 u v m°a°r RwrTx6 .Tf um ___ _ 1-0319 INCH ON ORIGINAL DRAWING ....__._.... _ _ '• srwml _5 '"" �" "16 SHEET INC. Vvtve RY DesiglL" __ _. _.__ a�FT1� Front ;; rpomte Parkway, Palm City, Florida 34990 ST. LUICE COUNTY BOARD OF COUNTY COMMISSIONERS 1 of 3 Ft1. xes Race It 0 1 3550 S.W. Co Pay,. t-25 ADJUST ALL SCALED (772) 286-3883 Fox: (772) 286-3925 DATE BY REVISIONS DIMENSIONS ACCORDINGLY BPR & FSPE Ll aso No: 959 www.Ibfh.com (NORTH FORK PROPERTIES - PARCEL 97) cuaox AUE a' Fweu to boa BNDYOI Awy GRAPHIC SCALE 500 0 250 500 ( IN FEET ) I inch +SOOfI F o DETAIL "A" SHOWING SECTION CORNER INFORMATION z FOUND G.C.Y. PK NAIL & DISC , STAMPED 'G.C.Y. L.B. 4108" I FOUND 3/4' IRON PIPE I FOUND 1' IRON PIPE CERTIFIED RECORD DOCUMENT CERTIFIED RECORD DOCUMENT CERTIFIED RECORD DOCUMENT NUMBER 0070845 \\j\ NUMBER 0070844 NUMBER 0044301 \\q\ 4 N89'48'32'E 2644.96'(M) N59'45'09"E 2635.77' M) ' \. 3 B 9..—..—..—..—.._..— — 9—..—..—..—.. �.. 9 10 \ I \ -iQ o zzIm • � L�� N Q ti f D�C \? 78S I N Ifs oL \ \ I^ NORTHEAST QUARTER uO1im m \ ' G.P.S. BASE POINT 02 NORTHWEST QUARTER \ N 1100969.3734 I�p 0 \ \ E 870960.8939 C \ / QUARTER SECTION Iv \ CORNER NOT RECOVERED (ESTABLISHED FROM INFORMATION - SHOWN ON CERTIFIED CORNER RECORDS) - EXISTING CANAL CERTIFIED RECORD DOCUMENT NUMBER 0044297 L SECTION 19/36/40 N8S44'19'E 2642.94'(C) _ N89'44'19'E 2631.38'(C) 8 9 / Z G la4 m SOUTHWEST QUARTER Q Iom Mm9 Igo. / / Im L SOUTHEAST QUARTER I 'zo I4 N N Z FOUND RAILROAD SPIKE IN CUT-OUT CERTIFIED RECORD DOCUMENT NUMBER 0044302 9A 10 c � FOUND LITER WOOD POST IN WETLAND (REFEREi /yy,y NUMBERN02 00 5CE SEE LSEE BFH I REFERENCES SHEET 1 OF 4SURVEY . 0JECT SECTION CORNER / CERTIFIED RECORD DOCUMENT NUMBER 0044299 NOT RECOVERED I / EXISTING CANAL I I FOUND BOAT SPIKE IN CUT-OUT /CERTIFIED RECORD DOCUMENT b'/Fj,/ NUMBER 0044303 9 9 NB9'56.52'E 2626.60'(PREVIOUS LBFH INC. SURVEY) 9 D / — 589'S4'34'W 2fi51.14'(C). _ - - — . _ , .N89_56'47E 2626.57'(M) 17 16 16 16 15 2 �N00'03'17 W 149.98(C) N00'10'O9lY 150.00 (INFORMATION SHOWN ON CERTIFIED RECORD DOCUMENT) FOUND 150 FOOT REFERENCE MONUMENT CERTIFIED RECORD DOCUMENT NUMBER 004429E .o IN Im Im Iv GRAPHIC SCALE 1000 0 500 1000 ( IN FEET ) I loch - 100011. ESTABLISH HORIZONTAL CONTROL a z FOUND BRASS DISC NATIONAL GEODETIC SURVEY 1ST ORDER STATION 'STL4' PUBLISHED LATITUDE 27-22'27.60792" LONGITUDE 80'22'21.63231 ' N 1105760.9560 E 859757.3990 MEASURED LATITUDE 27 22'27.60630' LONGITUDE 8022'21.63180 N 1105760.8103 SECTION 9, E 859757.4596 fd"� \ TOWNSHIP 36 SOUTH \ H6 \ �lI WGE 40 EAST (5�( OEULL 'A' lx3 SIeET faF tETK � �®1 OIX�S) / \ r \ E51ABI15HED G.P.S. 90.5E POW /2 SIT \ SEWED 'LaTwv.�Fr.• E 87096089394 'i � / GEa0El1G 9A43ad•:^. �� / / / / h Xh11 / "0" FOUND BRASS DISC NATIONAL GEODETIC SURVEY 1ST ORDER STATION "STLI" PUBLISHED LATITUDE 27'18'41.44586' LY LONGITUDE BO'24'47.41077 N 1052858.630 E 846722.7192 20M UiFH I — VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 CIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 REVISIONS ADJUST SION ALL COALED DIMENSIONS ACCORDINGLY CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS f� 'Partners Iror Results, . valve By Desig INCn" 3550 S.W. Corporate Parkway, Palm City, Florida 34990 (772) 286-3583 Fax: (772) 2e6-3925 BPR & FBPE Ucense No: BSB www.lbth.com BOUNDARY & MEAN HIGH WATER SURVEY FOR: ST. LUICE COUNTY BOARD OF COUNTY COMMISSIONERS (NORTH FORK PROPERTIES — PARCEL 97) u1Rl FRwOcr xo: 01-0319 SHEET 2 OF 3 _.__ BNDYOI.d.g ` DATE BY �44'24'E 1162.03'(C) o$' (IIN6IDE7 3d81 X Y 261' X 247.1' (I STAMPED ^ .NORM)) I NORM) n "APPARENT USE' m 4' BARBED WIRE FENCE xA m C, SOZ12.00-E 384.92'(C) \ m V 9• m 14.0'V 1a.eXI `" N89'41''311V 1177.11'(Cl Iv� FOUND 3/4- IRON PIPE FOUND 1" IRON PIPE CERTIFIED RECORD DOCUMENT CERTIFIED RECORD DOCUMENT DOCUMENT9/36/NUMBER 0044301 - NUMBER 0070844 NORM LINE OF THE NORNORTHEASTRION 40 lE lA'E 4 N89'95'09� 2633.77'(M) QUARTER OF SEL\\ 4 1T35'37Y! 238.28' 9 589'45'09W 1317$9'(C) 58745'091Y 131711 C 9 10 N89'41'311V 1177�11.1I I POINT OF COMMENCEMENT- SE 09/36/40)� OF NST41'31'W 0.11 -Y/EST LWE OF 7HE EAST ONE-HALF OF DETAIL A' I THE NMUISf QUARTER OF SECTION 9/36/40 (NOT TO SCALE) SOFOFMMLINE RD 8n THE US DESCRIBED 99 - - - - - - - , PAGE QUAR ((TER, OVARTER SECTION LINE) 265290'(P) 2654.6J(C) I --I---------------- -- u� IIIclaI I. 4wRM-saulN GuraTER sF-cnoN LwEI.I s1�7 NORTHEAST QUARTER OF OF SECTION 9, TOWNSHIP 36 SOUTH } I I RANGE 40 EAST i) I ImDN 5/e' STAMPED'LD. 679D' (IN LVT-0Ui) �,Lf Z' �Y (3f1.1' IN OF 1/4 1/4 SECTION UNL� "I Imo. % a6' S0. OF (C) WS NO. PROPERLY TRACT 'D' I TRACT C. I�s� PLAT SHOWING ADJUSTMENT I OF PROPERTY LINES OF MOORS, ie.i HOEFLICH. BACHAR(CH, BRADY & HAMMOND - (PLAT BOOK 3, PAGE 64) III 1 .7' FOUND BEM INCUT-OUF T R A C T 'F' S/8• I o (1N0. OF (C) PROI'ERtt LA'S PER WS) -I (ON 1/4. 1/4 SECTION U11E) - / (03' E OF (C) 1/4. 1/4. SECTION UrE) (0,4' SO. OF NO. PROPERLY LINE OF WSJ - u NBT04.00W 12B6.77'(WS. ) N8420'24W 1286,88'(C 324.50'(Pjj j 5/W (HETD B,,* NI19.44'44E 1316.79' m 324.26(C)� BEM (0.1' NORM) T R A C T 'E'- I \FOOND N0a14'MW 48272'(Y) II 1/4 SECDON lHfE -? x NOBOO'0019 482.96'(N.) .I (]-9' SOUTH OF WS NORM PROPERTY LINE) 'OOW 12J$2'(WS) 4y 4k4W 12J.B6'(C) o - 15' �SDa18'24•E 2ET934'(C) I N BY A. G 80UNaVTY SURVEY BY A GERAD WEAIFIDONCTON, PIS 15• N854B'S8'E 13i-IB'(C) 574'18'46'E 119.81'(C) E 11�01�'5 T R A C T 'H' rid FOR SOPHLA JEAN ROWS, DRAW'O.G NO- 4D90 / C UST REVISED MAY 2. 1990 9i'.L' SEE DETAIL 6' TI05 9ffh7 \ _- / N.n•07.484 4`•'3�(� -S9TST26iV 113.59'(C) (O fe NORTH SENT k OX WEST) Im $ �o�R .. -- T R A C T 'G'-- NBP]e'o0w ,'r.-���J// ePS Pawl N88'44.24-W 36.00'tOCy O / N 1101357.0048 N 11p13065755 ny NOa15'36'E 21 $5'(C) `) I -I 5 8• d GIP Tn.�y N31'02'23'E 18.02'(C) E 868894.0247 E 86B33f.8510 NOP32'00'E 21.PS'(WS)- 6$5'(C)(WSj // (UtL4EADraLE) ;-1 66627' V" ((30.3' W. OF 1/4, 1/4 SECTION LINE) '-3 N89.28'00W 78856' WS) I (OY 5W. OF (IC) W.S 5S PROPERLY NB9'44'24'W 78B56' C LINE) [''�• N20-37-10-E 64.66'(C) 1 62. HITT" 24 B03.55 C NO I.D. OS' W. OF 1/4, 0 a vS3654 2D136' S/e' BEM STAMPED SEE DEFAR 'C' 1H6 SNELT � N89'2XOO"# 3)4,00'((W i rn-,O N89.28'00W 374AC'(W.S N0630'361: 86.28• G -+ WLs L8. 4223• FOR FENCE OETAn-At1NT0 ) m t 4 SECTION LINE () (0.10' NORTH FAST d NORM PROPBTIY lWE 5/B' UNRFAD48IE / S02'12'�'E 364EL 97.92' C N89'44'24W 334.79'(C)- q]9��w (1.4- NORM, 0.2- EAST) - '`,.qd� (MEAN QY.DI 29) (SEE SVGH -TERERJETOR SraNOTR)� �fni5S4ri121,Bt' P1MO.BGO AG3S) ()AYE 'gip! 2�02'�TC) 15ie�LwRFPDAB{F o� -I 1%I SEtRION IY E. 6790'- 14.4' E OF 1/4. N. L'A NOT26'S51Y 99.59'(C TRACT 'J' I Jo71) I m1 ` rIrT3YJTw-2J629' N 11W92194. ;�"�: REIMI�ER OF T R A C I '1'��_I 36' WID RIGHT-OF-WAY CENTERED �- ` v PAfffiTT TRACE �1 i-^ M4 THE WEST LHIE OF THE EAST �I ea3sralw al.or(G) E B6B34e6Df (14.14 ACRES) NPSO 3]Pp��T 12�11 ONE_IWi OF THE NORTHEAST OLLARIEA E 870960.6939 OF SECTION 9. TOWNSHIP 36 SOUTH, RANGE 40 EAST N2B00'07Y! 71.85'(C �11M •THICK MET? BRUSH AND SY)NIP 58915'29W 698110-(C) 589'S9'S91Y 82T5p'(C) / / (NOTE� R6O REcORO MFORUATION WAS FOUND LINE OF THE 1Aldi5 U. IN OF -MY WIM) SEE DETAIL A7 THIS SHEET OFFICIAL RECORD BOOK 4B0, PAGE I599 NBY41'31 W 116.75'(C) VERSE RAY) TR7 ,89253 6T lug¢ m IYI lSmsT ,.a'1/ 's/B' tWtFAOPffiE 1z2' E of 1/4, - Not31'45ti• PARCFI 9B RF7TIONCE sL urS FIELD epox $ ('� yyR>' lcl J/4' (FoulIIl UnNG TIN SIDE 1/4 SECTION LINE (r-1 �eISH we meam saIWLY aLv._4.4s• (xcva :a°T°m J 'I Qo TRACT 'K' •I:� �' oOm JNatNn �' :� T R ACT ,q6 1A9 w AREA OF PROPERTY CORNER) CORNER) u�qi I I (y y� I) ) Ns,36'StW x1aeV(c) •L' pj � gN :I 1/4 SECTION LINE l SET CPS ro 96ao.'ari ttam'(c1 .28 ta7 / N94-m•se7: le]39•(c) I I 7PSy e e au�s'mai2 n i1m,�, I 9 3D' ORAINALE AND ACCESS EASQIEM 456.ao'(c) FCERi1FlED ROUND ECORDDOCUMENTBe" MII)K Na 2 {1� Nezuy1T. 46r.m• E em 64a (PER DEEDS ALONG STRIP OF LOTS) SOULH MANNOND LINE `l1 i lOP ci SfS 5 C aMN Roo Q GW 1 - (C) srwFm Ta17 rnw PT• aEy,-33t• .y i' (PLAT 800K 3, PAGE 64) 17.6D•(p) NUMBER 0044302 \ NB9'41'31W 1623.H'(C) /SWIG-24•E 15.30'(C) i - .. .. N e 9 • i 4 ° f a' E i 3 i 1 s] • .. - _ _ _ _ - _ - _ - _ _. ..10 ( /r 1p ia• xo'7ia,�. ,o�4y. '/a ye• a• NB9'44.19'E 2631.38'(C) N1em•23T 141sa'(c /•u 5 PARCEL 99 R Aar 1m3 faP x5.1 ; (aa• m. Kaz sal Kam. me m.) I. 1Np Ln.• m) ro � (aN u�sl SOUTHEAST CORNER OF THE 1 12'm e3 P� 2im ai THE SOUTHWEST QUARTER OF 2m OF THE NORTHEAST QUARTER i Ili OF SECTION 9, TOWNSHIP 36 SOUTH. s/A' �ua4D 5'L7.s4e4rin• w.) v'�a i. 1\4•„(AGE 40 EAST l.aa9a2' D.3' !II) Ky rAq 5/e' +»Yn - R•cr jar rn1 I I • xa 1n i PLAT OF I RIVER DALE YACHT CLUB ESTATES UNIT 1 (PLAT BOOK G. PAGE 28) N25'36'54"E 88.36' 589'44'24'E 13.96'(C) tN\ g wm N31'02'23'E lam. (C) , N20'37'10'E 84.65'(C) Yp -'jr SB9'44'24-E 1162.85 DETAIL 'C' (FENCE DETAIL) DETAIL 'S' (NOT TO SCALE) (NOT TO SCALE) s/B' STAMPED 'Ea679o• (7-7- NO. OF (C) NO. - PROPERTY DIVE of WS) PARCEL 98 .. .. -.. ( I 91,17aas N3N 01G tawalW 9A5ET ,A oRAWWa 9rRN4DNa, MILD 4AMMR7 2A 2aa3) 4; awmA awmTt SCION 11K D•A['JNf) NORTH LINE OF 48 DESCRIBED w 14 RAWI 1:1111.999233 NBS. NUT2E 2 OFFICIAL RECORD BOOKK 488, PACE 1599 � C.PS Per GRAPHIC SCALE zo� ( IN FEET ) I Inch -20aft. © 2003 18F11 Ma VERIFY SCALE CONSULTING CIVIL ENGINEERS, LHTII PROJECT Na S 01-0319 BAR IS EQUAL TO ONE SURVEYORS & MAPPERBOUNDARY &MEAN HIGH WATER SURVEY FOR: INCH ON ORIGINAL DRAWING "FkliRers For Restdts, INC. Valve By Desig7e, SHEET 0 -� t 3550 S.W. Corporate Parkway. Palm City. Florida 34990 ST. LUICE� COUNTY BOARD OF COUNTY COMMISSIONERS ADJUST ALL SCALID 3 OF 3 DATE BY REVISIONS DIMENSIONS ACCORDINGLY BPR & FSPE License3NO. 959772) 2BWww.11hthsom (NORTH FORK PROPERTIES - PARCEL 97) 11NOYO,.dwg 3 f • ` MEAN HIGH WATER UNE (ELEVATION 1.16') V.D. 29) (SEE SURVEYORS NOTES) PLAT NORTHFORK N4506'41'W 6.58'(C) (OF cE, ESTATES LOT 20T 21 4N4590 E5/8- 23'W (2.1- NO. OF (C) PROPERTY LINE PER W.S.) (0.3' E. OF (C) 1/4. 1/4. SECTION LINE)zN10'29'59'W 9.09'(C)'(C)S77-OW20-W 15.90'( 4 GRAPHIC SCALE 5/8' STAMPED R A C Tsa 0 3o so S3T18'41"W 28.4 ) NO.90'T PROPERTY DETAIL '0' LINE W.S.) ' TO SCALE) I 1 m°h - 6o TL QUARTER QUARTER. ECRDN LINE ARTER, S \ tlL _.. -.. -.. _.. -.. --. -.. 589'46'261'/ .. -.. _ .. _.. ' SET GP.S. POINT _ _N89'35'18'W 211.32'(2L _ V -_ 2ic- N 110174&9688 I n is • E 869424.3618 qR / f y PONT SEff P45v l`,`f1� i IC..S. \ 35.6728N96747.02/120'5434W \!17.45(C) v ow} / �Oq�``T�y' y�0C�i�S/� YY^IS, / I Z NO N89'35'081V 414.10'(C) WIRENZ FOLLOWS TOP 01-�S AT MEAN HIGH WATER LINE E 863CPp507•• OF BANK N 11D7��i 36 r) _ NOTE: TOP N 1,101547.023RNETt WAS �O STEEP TO SET F BANK OFTHEI 501S E 869529A616RIVERMONUWAS TON � N66'15'25"E 87.46'(C) IDO'/FOR IN THIS AREA . S89'44'24'E 558.11' C 136.14'(C) THE MEAN HIGH WATER LINE I / I S22'23'S8'E 49.21'(C) _ - - i MEAN HIGH WATER LINE (E1.EYARON 1.18') • i = • N64'45'32"E 129.97' C / (N.G.V.D: (SEE SURVEYOR'S NOf15) () 'J.B' a a . - a - -� • x67 a' BARBED W RE FENCE N84'37'14"E 108.13W(C) .-3) I (REID LAD TD ON JANUARY 9TH & 15TH, 2003) / N70'3749'E 129.08'(C) I o N65'37'ot"E 24,45'(C)I // ri T R A C T "H„- f_ q a' m• m`"m i N49 14'29'E 14.58'(C) N7418'38'E 65.98'(C) CONVENTIONAL TRAVERSE FOUND G.P.S. POINT I I c po I N3852' 7"E _ I '' 1 N 1101469.5045 RAW CLOSURE 1:11,992.53 DIRECT RE E 868909.7497 PARCEL 96 I 5.40 ACRES) S84'<7B0"E ((VACANT) REFERENCE BOUNDARY SURVEY � rn)��� �m a BY A GERALD WEATHERINGTON. P.LS.- Ao rn 55.86�C) 260.39' C qe'E p538q(O' ( \ FOR SOPHW JEAN ROWE DRAWING N0. 4090 > oIm MAY 1990 I SEE DETAIL 'D' ABOVE` ^6iN 113.59'(C) _ T LAST REVISED 2. O v i m , N 31.18 (C) 1NjY074 I ' S7 ,, 8.48 ` FOUNII C.P.E. POIM PLAT SHOWING ADJUSTMENT Trs.6j.(.�e J N tto1357.004'. f, FOUND 5/8- IRON ROD &CAP C1 LESS E EAST j `; OF PROPERTY UNES OF MOORE, E 668894.0247 HOEFUCH, BACHARACH. BRADY & HAMMOND STAMPED LBFH LB/959' 136.13' OF TRACT'H. ' N 1101307.0558 = 4' B�ARPBm RES FENCE E 869666.6407 N 1101313.7906 (PLAT BOOK 3, PAGE 64) • - _ - - • - _ . - ' ' .. - E 868102.9762 S31-02.23-W 54.56'(C) Y� 'B' �� 480.61' C 4 1 669.27'(c `' .. a 32• 30' 198.65'(C) 136.1$ C SEE DETAIL SHEET 3 OF 4� `R /a FOUND 5/B' IRON R00 &CAP I STAMPED 'LBFH LB#959- ,NORTH LINE OF THE LANDS DESCRIBED IN 5/8' BENT STAMPED �,-,__ OFTTCVL RECORD BOOK 488, PAGE 159E �« 'Wl5 LB.g4223' N 1101307.6738 5/8' BENT (HEIR BASE E 869530.5051 (0.1' NORTH & 0.3' WEST) IAA / N25-38-54-E 201.3W(C) (0.10' NORTH) Vg QUARTER, QUARTER, SECTION LINE SEE DETAIL %1' SHEET 3 OF 4 FOR FTNCE DETAL ALONG SOUTH PROPERTY LINE to I PARCEL 97 Im REFERENCE LBFH INC. BOUNDARY SURVEY DRAWING NO. BNOY0I.DWG DATED 01/20/03 I I (VAS T R A C T "J" I I VERIFY SCALE CONSULTING CIVIL ENGINEERS, tn01 PAUJ= No, SURVEYORS & MAPPERS - BOUNDARY & MEAN HIGH WATER SURVEY FOR: 01-0319 { BAR IS EQUAL TO ONE .,prgnm Por Results, 9+f" INCH ON ORIGINAL DRAWING INC. Valve By Da.-•---------- SHEET 0 1 3550 S.W. Corporate Parimay, Palm Ci1Y, Florida 34990 ST. LUICE COUNTY BOARD OF COUNTY COMMISSIONERS 4 OF 4 ADJUST ALL SCALED (772) 286-3803 Fax: (772) 285-3925 DIMENSIONS ACCORDINGLY BPR & FL1PE License No: 959 www.mfh.aom (NORTH FORK PROPERTIES -PARCEL 96) ermt04ar9 I