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Resolution 2013-057 RESOLUTION NO. 2013 5 7 A RESOLUTION AUTHORIZING THE CONDEMNATION OF THOSE PERPETUAL AND TEMPORARY EASEMENT INTERESTS NECESSARY FOR THE CONSTRUCTION OF STORMWATER IMPROVEMENTS KNOWN AS THE "HALDEMAN CREEK AND CROWN POINTE WEIRS" SEGMENT OF THE LELY AREA STORMWATER IMPROVEMENT PROJECT. (PROJECT NO. 51101). WHEREAS, the Board of County Commissioners desires to improve the treatment and control of stormwater in the East Naples Area in order to alleviate flooding; and WHEREAS, the Lely Area Stormwater Improvement Project consists of improvements to an existing drainage system for an approximately 11,100 acre area located in East Naples, of which the "Haldeman Creek and Crown Pointe Weirs" is one phase (hereinafter referred to as the "Project'); and WHEREAS, the Project includes the construction of weirs to improve conveyance and capacity of the flow way; and WHEREAS, the Lely Area Stormwater Improvement Project is in accordance with both the Capital Improvement Element and Drainage Sub-element of the Growth Management Plan; and WHEREAS, the location for the construction of the proposed improvements has been fixed by survey and is collectively represented by the legal descriptions comprising Exhibit "A" attached hereto and incorporated herein; and WHEREAS, after consideration of the availability of alternate routes and locations, the comparative costs of Project alternatives, various impacts upon the environment, long range planning options, and public safety considerations, the Board desires to exercise its right to condemn the property for public purposes. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that it has been determined by the Board that it is necessary and in the public's best interest to acquire the property described in Exhibit "A" (the "Property") for the purpose of constructing the improvements proposed as part of the "Haldeman Creek and Crown Pointe Weirs" segment of the Lely Area Stormwater Improvement Project located in East Naples, and for providing access to the improvements, in order to protect the health, safety and welfare of the citizens of Collier County. AND IT IS FURTHER RESOLVED that acquisition of the Property and construction upon the Property is part of the County's long range planning effort to alleviate flooding in the East Naples area. AND IT IS FURTHER RESOLVED that the Board has reviewed the staff report and considered the presentation concerning alternative locations for the Project, various impacts to the environment, public safety and welfare considerations associated with the design and construction of the Project, and the costs associated with the design, property rights acquisition, and construction of the Project; and the Board finds that after consideration of these issues, the most feasible location for construction of the proposed improvements is collectively represented by the legal descriptions comprising Exhibit "A" attached hereto and incorporated herein. AND IT IS FURTHER RESOLVED that the perpetual, non-exclusive drainage easements include the right to place and/or excavate materials for the purpose of constructing, operating, and maintaining drainage structures and facilities, including but not limited to canals, ditches, swales, earthen berms, rip-rap and retaining wall systems, underground pipes, weirs, and various types of water control structures within the easement areas. These easements also include the right to remove and use any and all excavated material and the right to perpetual maintenance of drainage facilities thereon and adjacent thereto. Condemnation Resolution Page 2 AND IT IS FURTHER RESOLVED that the temporary construction easements include the temporary right-of-entry on to private property in order to construct drainage structures and facilities within the permanent drainage easements and the public right-of-way adjacent thereto; to store and marshal equipment and materials during construction of the Project, and to demolish or clear any structures, improvements or other features required to be removed in order to construct the Project, with full authority to enter thereon and to grade, regrade and excavate as necessary for the construction of the Project and for restoring the temporary construction easement area. Throughout the duration, the County has the right and authority to remove and dispose of dirt, rocks and vegetation within the temporary construction easement area. AND IT IS FURTHER RESOLVED that foresaid easement interests, more fully described in Exhibit "A" attached hereto and incorporated herein, are necessary for the construction of the "Haldeman Creek and Crown Pointe Weirs" segment of the Lely Area Stormwater Improvement Project. AND IT IS FURTHER RESOLVED that all of the Property shall be put to public purposes. AND IT IS FURTHER RESOLVED that the County Manager or his designee and the Office of the County Attorney are hereby authorized and directed to immediately acquire by gift, purchase or condemnation, in accordance with the provisions of Chapters 73, 74 and 127, Florida Statutes, the real property interests more particularly described in Exhibit "A", attached hereto and incorporated herein. AND IT IS FURTHER RESOLVED that no mobile homes are located on the Property and therefore it will not be necessary to remove any mobile homes from the Property to be acquired. Condemnation Resolution Page 3 This Resolution, adopted on this c (. *day of , 2013, after motion, second and majority vote. A'JJ ST: 'f'n BOARD 9kRiCOUNTY C• MISSIONERS DWIGHT E. BROtK, Clerk OF COI .I ' 10 I TY, LORIDA . By: }ktes_ aas to C1airman's Geo VA' Hi ler, Esq. Chaff .man Approved as to form and legal sufficiency: mily R. P;pi ' Assistant County Attorney Condemnation Resolution Page 4 • l EXHIBIT"A" Page 1 of 14 trr:":i,i t g S o t ..! Pi 1 I W e s 4%25 § ! hibili IIe 8 2N- 1. 4 • qq ,II • rei.iir? ,..:0 t . _. _ _ _I_ J _ri _ _ _ _ _ ‘\i8*4 N k ill! W n 6 ; N . . v. 7R 411 ~l+ 3W ! a i ;°::1 OP.§. 4 a§ ci g 2....17:A ig 110 Og: . .. & us ig p i ti 9 oi t- a X i 8 o r S i SEE SHEET 2 TOR OESCPIPRON, NOM, Aid CER1V CAfl0N w NOT A BO_IOARY mow n' �r fir aim M� ATKI N S" . 4Y 1A w AniesxMtiWPO►NC 11/4 Ma Nita ioM ;__ MST:1 Of 2 nme.a.n ilOIAU9o�ATOONAr.�r SECTION 7,TOWNSHIP 50 SOUTH,RANGE 26 EAST EXHIBIT"A" COWER COUNTY.FLORIDA Page 2 of 14 DESCRIPTION [MANAGE EASEMENT PARCEL.2710E A PORTION CF LOT 7, BLOCK 'Cr OF KINGS LAKE UNIT NO. 3 AS RECORDED IN PLAT BOOK 13.PACE 33, of THE PUBLIC RECORDS Of CCU.ER COUNTY, FLORIDA. 1010 MORE PARTICULARLY OESCMEIED AS mows BEGIN AT THE SOUTH 1/4 COTTER OF SECTION 7. TOWNSPIP 50 SCUM.RANGE 26 EAST, THRICE S5$5W4O'M ALONG THE SOUTH UNI OF 111E SOUINEST QUARTER OF SAO SECTION 7, A DISTANCE OF 11S.20 FEET TO THE WESTERLY UNE OF SAD LOT 7; THENCE N2011'20'1, ALONG SAID RE5IERLY LNE, 11.74 FEET; THENCE 118S5I'40'E, 13.21 FEET TO THE EAST UNE OF THE SOUIHIEST QUARTO OF SAO SECTION 7; THENCE SO0'3411% ALONG SAID EAST UNE, 11.00 FUT TO NE POINT OF BEGINNING. SUBJECT LANDS CONTAINING 1003 SQUARE FEET.MORE CR USE SURVEYOR'S NOTES 1. THE SKETCH SHORN NERREON IS FOR GRAPHIC AEPNES NTATIOI ONLY AND DOES NOT REPRESENT A BOUNDARY SURVEY. 2. CORNEA MONUMENTS TIME NOT SET IN COLAINCTION 111H THE PREPARATION OF THIS ORAEEN. 3. BEARINGS SHORN ARE ASSUMED, BASED ON THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 7, SAID UNE BEARS SB01R'40'11 4. LEGAL DESCRIPTION PREPARED BY ATKNS. 5. THIS S ETCH AND DESCRIPTION WAS PREPARED WITHOUT THE BD1EFRT OF A TITLE SEARCH. SURVEYORS CERTIFICATION I HEREBY CERTIFY THAT 11IS SKETCH AND DESCRIPTION MEETS THE BINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA IOM[OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5.1-17. PLONOA AOMNSTRATIvE CODE.PURSUANT TO SECTION 472.027. FLORIDA STATUTES. THIS SKETCH AND LEGAL DESCRIPTION NOT VALD VATHOUT THE SIGNATURE AND THE OIIIO PAL RAISED SEAL OF A FTARDA UCCISED SURVEYOR AND MAPPER. ®2011 ATKINS NORTH AMERICA.INC. A LI _ r/1 Per . . . Profeomlonal Surveyor&Mappr Rsglsbetkn No. $290 Stab of Florlds SEE SHEET 1 FOR SKETCH NOT A BOUNDARY SURVEY immolooloommowoor000mos 1=eu.ANNRIEI sr. „ +ram ATKI NS . LIBYARIAROJEC RIIARD s.r «.ri w slwraove+EFEr naxcr(LARD uB� �; — a.� ►Ave R asr DRAINAGE EASEMENT SKETCH r ea AIMA011rrM�A/K. rV 7srs AND DRI T)ON I - SHEET:2 OP 2 !LAMM aptrawoArra►M NCVNIONOMMA ARLI I4 1 SECTION 7,TOWNSHIP 50 SOUTH,RANGE 28 EAST EXHIBIT"A" COLLIER COUNTY,FLORIDA Page 3 of 14 LOT 11 TRACT "A' / 0 10 20 40 , / MIMEO e ___ MENEMENNEN e D.E.- ' PER PLAT GRAPHIC SCALE SCALE: 1" >.20 <<r 4 I LOT 12 Cl LEGEND 272DE ORB =PAGE DRAINAGE EASEMENT RECORDS BOOK "I'' 176 SO.FT.+/— PG= PAGE SQ.FT. a. SQUARE FEET LOT 13 I D.E, = DRAINAGE EASEMENT LOT 14 S = SECTION T = TOWNSHIP OWNED 8Y: l•i I 1 R = RANGE OLIO&743880Y000361 '••I. 6. B IN IN PB - PLAT BOOK I SOUTH SHORE NLLAS PG = PACE AT CROWN POINTE (PB. 24, PG. 85) WI I N •"=- I 0In i CURVE RADIUS ARC LENGTHICHORD LENGTH CHORD BEARINGOELTA ANGLE z �I TRACT '0-1• Cl 1 30.00' 3.54' 3,54' S 86 37'08' E 06'46'12' I I g I W l I rr is LINE BEARING DISTANCE F' ILOT is I L1 N 70'00'28" W 8.12' ti ;Eti I i 12 N 09'59'32" E 20.80' 1 ry L3 N 89'59'46" E 4.55' " L4 S 09'59'32" W 23.41' / I W„ I I g b e I I 0 I I ',- I POINT OF COMMENCEMENT I C---..,..! /SOUTH 1/4 CORNER OF I / S7_T POINT OF WTER CTION—\ 1 — — �(/ �� _ _287.89' _ —N-89'54432" E SIB, T50S, R261 SOUM u4E OF THE SE 1/4 OF SECTION 7 TECM-ROW MAR 2 7 ?(if2 SEE SHEET 2 FOR DESCRIPTION, NOTES, AND CERTIFlCATION NOT A BOUNDARY SURVEY aa,aaW,ArfL7Mi rosao. _AMR ATKINS KW I" LELYAREASTORM WATER oaaw sow TOO IMPROVEMENT PROJECT(LISIP 198) "Wag"----- Dime ' TAP.a�2a1► DRAINAGE EASEMENT SKETCH 2' ac w alM"p1101► IA"EMA INC. frIfia7V11 AND DESCRIPTION �; _ SHEET:I OF 2 FLORIDA CIER1IFCA1E OFAUmhOPoZA11O11 MA16R 1121 I SECTION 7,TOWNSHIP 50 SOUTH,RANGE 28 EAST EXHIBIT"A" COWER COUNTY,FLORIDA Page 4 of 14 DESCRIPTION DRAINAGE EASEMENT PARCEL 2720E A PORTION OF LOT 14 OF SOUTH SHORE VILLAS AT CROWN PONTE, AS RECORDED IN PLAT BOOK 24. PAGE 65. OF THE PUBLIC RECORDS OF COWER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTH 1/4 CORNER OF SECTION 7, TOWNSHIP 50 SOUTH, RANGE 26 EAST; THENCE N89'59.32'E ALONG THE SOUTH UNE OF THE SOUTHEAST 1/4 OF SAID SECTION 7, A DISTANCE 287.89 FEET TO A POINT BEING THE INTERSECTION OF THE SOUTHERLY PROLONGATION OF THE WEST LINE OF TRACT b-1' Of THE AFOREMENTIONED SOUTH SHORE VILLAS AT CROWN PONTE AND SAID SOUTH UNE CF THE SOUTHEAST 1/4; THENCE NO919'32'E. ALONG SAID WEST LINE OF TRACT '0-1', 174.71 FEET TO THE POINT OF BEGINNING; THENCE N70'00'28'W, 8.12 FEET; THENCE N09'59'321, 20.80 FEET TO A POINT ON A NON-TANGENT CURVE ON THE NORTH UNE Of SAID LOT 14; THENCE ALONG SAID NORTH UNE Of LOT 14 THE FOLLOWING TWO (2) COURSES 1) SOUTHEASTERLY ALONG A CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS Of 30.00 FEET, AN ARC LENGTH OF 154 FEET, A DELTA ANGLE OF 06'46'12', A CHORD LENGTH OF 154 FEET, AND A CHORD BEARING Of 566'37'06'E; 2) N89'59'46'E, 4.55 FEET TO THE AFOREMENTIONED WESTERLY UNE Of SAID TRACT 'D-1'; THENCE 509'59'32'W, ALONG SAID WESTERLY UNE, 23.41 FEET TO THE POINT OF BEGINNING. SUBJECT LANDS CONTAINING 176 SQUARE FEET, MORE OR LESS. • SURVEYOR'S NOTES I. THE SKETCH SHOWN HEREON IS FOR GRAPHIC REPRESENTATION ONLY ANO GOES NOT REPRESENT A BOUNDARY SURVEY. 2. CORNER MONUMENTS WERE NOT SET IN CONJUNCTION WITH THE PREPARATION OF THIS DRAWING. 3. BEARINGS SHOWN ARE ASSUMED, BASED ON THE SOUTH UNE Of THE SOUTHEAST QUARTER CF SECTION 7, SAID LINE BEARS N8939'32'E. 4. LEGAL DESCRIPTION PREPARED BY ATKINS. 5. THIS SKETCH AND DESCRIPTION WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH. SURVEYOR'S CERTIFICATION I HEREBY CERTIFY THAT THIS SKETCH AND DESCRIPTION MEETS THE MINIMUM TECHNICAL.STANDARDS AS SET FORTH BY THE FLORIDA BOARD CF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5,1-17. FLORIDA ADMINISTRATIVE CODE. PURSUANT TO MORON 472.027, FLORIDA STATUTES. THIS SKETCH AND LEGAL DESCRIPTION NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER. ©2011 ATKINS NORTH AMERICA, INC. Uw D BUSINESS 24 Ai to -VED Peter,A m.How Professional Surveyor k Mapper Reglatratlon No. 6290 Stab of Florida SEE SHEET 1 FOR SKETCH NOT A BOUNDARY SURVEY MINA+ MOM.ARAM 1o111P0. MOW ATKI LELY AREA STORM WATER over IN aurerMa IMPROVEMENT PROJECT(LASW 195) oeol® r to ura DRAINAGE EASEMENT SIOTTO( a rg ARON,RORIN MAMA AC r1111R>M AND DESCRIPTION SHEET:2 OF 2 aornw CERnrlCAre O/wrNOA?AnaW Nu«liertL M �r 1 h EXHIBIT"A" I Page 5 of 14 1i%. i TRACT "A" / 1 TRACT "K" \'-1-:,,:' - o is / L _ _ _ / / G ig 1'°ang[ROOM P.RI.HGL.*t S / O.E. P.B. LEGEND / 24 PG. 66� P.B. ,, PAGE BOOK L-3.54' P.O • PAGE P.O.B. . POINT OF BEGINNING / R■30.00' P.0.0. . POINT OF COMMENCEMENT M8'48'1Y D.E. - DRAINAGE EASEMENT I I TRACT "A" ICE - TEMPORARY CONSTRUCTION CB>'N86'37'06'W / EASEMENT I / C•3.54' �{ S89'59'46"W L•0.68' \ P.0.10. 4.55' R-30.00' \ / ___ .-----._..1 A■1707'50' ' P.O.C. C8-576'38'48'C /' Ni.. CORNER C.6.86'/ OF LOT 14 / / 12 / 9' V ' 509'532 ' �N09'08'14-E 00'2820.80' 36.09' 8.12'1 'E ' ' 509'59'3219 / �,�� 13.25' 13 / N80'51'4619 272TCE 1 r 14.31' 347 SF / 15 / I' :"'--40' O.E. P.B. ' 1 24 PG. 66 -...? / 14 {..r 1 I U� I I f I TEMPORARY CONSTRUCTION EASEMENT '"� 1 DURATION TWO YEARS ;1 I • LEGAL DESCRIPTION - PARCEL 272TCE A PARCEL OF LAND LYING ON LOT 14, SOUTH SHORE VILLAS AT CROWN POINTE. AS RECORDED IN PLAT BOOK 24, PAGES 65 THROUGH 65 OF THE PUBLIC RECORDS OF COLDER COUNTY, FLORIDA, LYING IN SECTION 7, TOWNSHIP SO SOUTH, RANGE 26 EAST, COLLIER COUNTY. FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF LOT 14, SOUTH SHORE VILLAS AT CROWN POINTE, AS RECORDED IN PLAT BOOK 24. PAGES 65 THROUGH 68 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE ALONG THE NORTHERLY BOUNDARY OF SAID LOT 14, THE FOLLOWING TWO (2) DESCRIBED COURSES: I THENCE S89•59'461W FOR 4.55 FEET TO THE BEGINNING OF A TANCENTW. CURVE: 2) THENCE 3.54 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 30.00 FEET. THROUGH A CENTRAL ANGLE OF 06'46'12", AND WHOSE LONG CHORD BEARS N86'37'08'W FOR A DISTANCE OF 3.54 FEET, TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN. THENCE LEAVING THE NORTHERLY BOUNDARY OF LOT 14, SOUTH SHORE VILLAS AT CROWN POINTE, AS RECORDED IN PLAT BOOK 24, PACES 65 THROUGH 66 OF THE PUBLIC RECORDS OF COLLIER COUNTY. FLORIDA. SO9'59'32"W FOR 20.80 FEET; THENCE S70'00'28'E FOR 8.12 FEET, TO A POINT ON THE EASTERLY BOUNDARY OF SAID LOT 14; THENCE SO9•59'32'W FOR 13.25 FEET ALONG THE EASTERLY BOUNDARY OF SAO LOT 14: THENCE LEAVING THE EASTERLY BOUNDARY OF SAID LOT 14, N80'51'46'W FOR 14.31 FEET; THENCE NO9'06'14"E FOR 36.09 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF SAID LOT 14. ALSO BEING THE BEGINNING OF A NON-TANGENTIAL CURVE: THENCE ALONG THE NORTHERLY BOUNDARY OF SAD LOT 14, 6.88 FEET ALONG A CURVE TO THE LEFT. HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE Of 1707'50', AND WHOSE LONG CHORD BEARS 576'38'48'E FOR A DISTA E 6.-, FEET, TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN. CONi •4 1 FEET MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD.TECM- ROW MICHAEL A. WARD PROFESSIONAL LAND SURVEYOR LS/ 5301 t DATE SIGNED DECD 5 2012 NOT VALID WITHOUT THE ORIGINAL SIGNATURE & RAISED EMBOSSED SEAL OF A FLORIDA REGISTERED PROFESSIONAL SURVEYOR AND MAPPER. 1115 IS NOT A SURVEY. -IH.M 3,1011 11111 /r\*g111012TA/1/IMP,YYM-MM A.,A.q Iw`.Aw1 IIIII/WY km.. Wow IYFI 140 Iftr.v4T+1M[M NC PRO)LCT: LELY AREA STORM RATER IMPROVEMENT PPLOIELT(L4 19E) ter. SKETCH AND LEGAL DESCRIPTION ittl+s PARCEL 272TCE: TEMPORARY CONSTRUCTION EASEMENT am Mb.rat D11w.%NM WOO Moist PREPARES POk COWER COUNTY GOVIRNVERT/BOARO OF COUNTY COMMIHNONOS N1N:1:SWOPS NAIL row SW 41671 IOM.111/ JOB YJURiP REVLON SECT■OM TOWNSHIP RAMCE I SCM.E DATE DRAWN SY 1 t n.r ,.;Ayr S!'EE' 120022.00.00 I 0 I 7 I 50S I 26E I I' - 30' 111/15/12 I R.A.K. I 272TCE I 1 or 1 EXHIBIT"A" SECTION 7.TOWNSHIP 60 SOUTH.RANGE 26 EAST Fage 13 OT 14 COLLIER COUNTY.FLORIDA I // ILL'PE11 PLAT / 0 10 20 40 ` / =MIN 1.•.••■••11.1 1 / GRAPHIC SCALE / SCALE: 1' •20 TRW'A' / TAACT'A, MOM UNE or tot i5 L2 .4 205 SOFT.+/tr LOT 14 I • ! LOT 16 SOUTH SHORE WU.AS AT CROWN POINTE 1 �.���,• '! g PLAT BOOK 24, PACE 65 10 IF 7436000036 3 1 .•11`P 3C] iT LEGEND ORB is OFFICIAL RECORDS BOOK PC- PACE I TRACT'D-1' OZ. ORNNACE EASEMENT I % S••SECTION ! T - TOWS. 1 al ' R-RANCE p It 1i r I; / gg 19 11,---i ill E i i, UNE BEARING DISTAN LI N 09'55'32" E 47.63 3,'' 2' L2 N 89'59`11' E 8.80' L I 1.3 S 19'59'32" W 49.92' ■ POINT OF COMMENCEMENT SOUTH 1/4 CORNER CF S7-T50-•R26 - _ 11 1504 R26E �_ N 89'59'32' E 328-31' SIX 1 C^ - - SOU1i UME 0►RI SE 1/4 Or SECnoN 7 1ECM-RAW MAR 27 2011 SEE SHEET 2 KR =CAPTION, NOTES. AND CERTIFICATION KIT ABOUMDNAYSURYCT ....ATKt N S" ULY AIM STORM WAT R I w .MLR 7nr° .r o Al CAS AND DBSO6vI10I1 MAIM eOP N...ur ;� satin 1 Of t 1 i I • EXHIBIT"A" • SECTION 7,TOWNSHIP 6tH SOUTH.RANGE 21 EAST Page 7 of 14 COLUER COUNTY.FLORIOR DESCRIPTION DRAINAGE EASEMENT;PARCEL 2730E A PORIIGN OF LOT 13 Cr SOUTH SNORE VILLAS AT CtMTN PQ M, As RECOIL 14 PLAT BOOK 24. PAGE OS.Of THE pUITUC RECORDS Cr COWER COUNTY.FLOR PA SEND MORE PARTICULARLY DESCRIBED AS FOLLOWS! COMMENCE AT THE SOUTH 1/4 C09111 OF SECTION 7, TOMNSHIP 50 SOUTH, RANGE 26 EAST; THENCE NOW'SVSZ'E ALONG THE SOUTH UNE OF 111E SOUTHEAST 1/4 OF SAID SEC110N 7. 328.31 FEET TO A PONT IMO THE NTERSEC1lOM OF 14E SCU1HEOOLY PROLONOMION OF THE EAST UNE Of TRACT D-1'OF 711E AIGRE VITRO ED SOUTH DIORE %LAS AT CROON POINTE AND SAD SOWN LEE OF TIE SOUTHEAST 1/41 THENCE N097B'72'E. NANO SAID EAST UNE.150.49 FEET TO 1141 PANT OF IFdNNIWC RENEE CON1NIUE N0I3V'32'I maw SAD CAST 1141. 4743 FEET TO A POINT ON THE NORTH UNE Cr SAID L.01 III TIERCE mown% ALGID SAD HORN LIE. LBO FEET. 1HENCE SI1111"32'W. 49.92 FEET TO 11E PONT OF BEGONE 0. 51JI.ECT LANDS CONDOM 200 SWAN FEET,MORE OR LOSS. l RVEYOR1 NOTLS I. THE SKETCH INOMN NE ED4 IS FOR GRAPHIC REPROENTA110N ONLY MO DOES NOT REPROOF!'A BOUNDARY MET 2.CORNER MONUMENTS MIRE NOT SO N COIUJICIOIR WITH 111E FNIEPARATICN OF THIS DRAMIC. 3.WARMS DOOM ARE ASSUMED. BASED ON THE SOUTH LIE OF 114E SOUAEAST GUARDER OF SECTION 7. SAID UIE BEARS NIO Sr321L 4.I.EGAI.0(3061TO/ PREPPRED BY A11MIS. 3.11#S SKETCH MO DESCMP110I WAS PARED MAHOUT THE 110/1611 OF A nits swot SURVEYORS CERTIMATION I HEREBY CERTIFY THAT THIS 901104 MI0 DESCRIPTION MEETS THE MINIMUM 11CIACAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROTOZOAL LAND SURVEYORS N CHAPTER 3,-17,FLORIDA ADMIWSTRAIIVE C OOE. PURSUANT 10 SECTION 472.027. FLORIDA STATUTES. THIS SKETCH AND LEGAL DESCRIPTION NOT VAUD NNW?THE SONAR/RE AND AHE ORIGINAL RAISED SEAL.Of A FLORIDA UCOISED SURVEYOR AND MAPPER. • (. 2011 ATkMS NORTH AMERICA. NC. I., 24 • POW AL Mot. � y A Mme` WW w 9290 of Florida SEE SHEET 1 FOR SKETCH NOT A BOtNONRY SIIRVe, ammo JULIO 7Mai iOY•� ATKI N S"�" IRIY ENT PROJECT WATER �� DIPIROMlIREIIT PROJECT WLSI 190) �� a "" ,rw►,t Miff DRAINAGE EAS ENI NT SKETCH :. AlleillIPAINAMINCK ww oe.mm.::■'»IMNr A"D°'o°°'T'°" � 511r:2 oft EXHIBIT"A" Page 8 of 14 / 1 b.�. ..at e / TRACT "K" i ),/.: TRACT AN / s I6 30 GUAM SCALE // , ..-w I . ,.. 30' D.E. P.8. / LEGEND / 24 PG. 66� P.& PLAT BOOK _—_._.. PC. - PAOE / P:aca. - POINT OF CDI NCEMENT " o.E. - OIMNAGE EASEMENT I TRACT "A TCE - TEMPORARY CONSTRUCTION ` EASEMENT ©(•! IXI S'H(1 R - VOLVAig nr MUD EP,L11. —� \`, P.0.8. / N8759'11'E 9.38' NB9'S9'11'E 49.42'x/ __ �►/ S19'59'32'11' 12 ' � P.O.C. 17.68' ,/ J / OF LoO�� / 276 SF --- f f N19'59'321 i N7000'28'W Ii 41.35' 3.80' I ' I S19'59'32'91 I --40' D.E. P.B. 26.86' 24 PG. 66 N70'09'37111 13 f I 5.00' 1 14 )--, fI 15 ; Q !1 / / TEMPORARY CONSTRUCTION EASEMENT / DURATION TWO YEARS / ' LEGAL DESCRIPTION — PARCEL 273TCE A PARCEL OF LAND LYING ON LOT 15, SOUTH SHORE VILLAS AT CROWN POINTE. AS RECORDED IN PLAT BOOK 24. PAGES 65 THROUGH 66 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, LYING IN SECTION 7, TOWNSHIP 50 SOUTH. RANGE 26 EAST. COLLIER COUNTY. FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF LOT 14. SOUTH SHORE VILLAS AT CROWN POINTE, AS RECORDED IN PLAT BOOK 24, PAGES 65 THROUGH 66 OF THE PUBLIC RECORDS OF COLLIER COUNTY. FLORIDA; THENCE ALONG THE SOUTHERLY BOUNDARY OF A DRAINAGE EASEMENT AND A PORTION OF TRACT W. OF SAID SOUTH SHORE VILLAS AT CROWN POINTE, N89'59'1 1'E FOR 49.42 FEET. TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN. THENCE CONTINUE ALONG THE SOUTHERLY BOUNDARY OF SAID TRACT A. SOUTH SHORE VILLAS AT CROWN POINTE, AS RECORDED IN PLAT BOOK 24. PAGES 65 THROUGH 66 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. N89'59'1 1.E FOR 9.36 FEET; THENCE LEAVING THE SOUTHERLY BOUNDARY OF SAID TRACT A' 519'59'32"W FOR 17.68 FEET; THENCE N7700.2819 FOR 3.80 FEET; THENCE 519'59'32-W FOR 26.86 FEET; THENCE N7O'09'37'W FOR 5.00 FEET; THENCE N19'59'32"E FOR 41.35 FEET, TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED: CONTAINING 276 SOUARE FEET MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. TECM-ROW r "4/it...."„/ DEC 1 9 2012 MICHAEL A. WARD PROFESSIONAL LAND SURVEYOR LS/ 5.301 DATE 0 NOT VAUD WITHOUT THE ORIGINAL SIGNATURE & RAISED EMBOSSED SEAL OF A FLORIDA REGISTERED PROFESSIONAL SURVEYOR AND MAPPER. THIS IS NOT A SURVEY. Owr 4/NT,I:q 4.Vei VNs arom par 444:44-4.04 Ln1-AF.1 INM~II..MM NAM-100.INN Ayr O"IpM+,VIN�A PROJECT`. L LY AREA STORM WATER IMPROVEMENT PROJECT (TAMP 19B) � M rw SXETCH AND LEGAL DESCRIPTION i` wty'ri�irNy PARCEL 27STC6: TEMPORARY CONSTRUCTION EASEMENT an row/M one.MI PM Mob".Ambit MOO PREPARED VOL COWER COUNTY COYERRYBMT/EOAR9 01 COUNTY CCIRRIONONI D Mow I87011074471 FAx aM11474178 Le lb-MO J09 NUMBER REVISION SECTION lOWNSHW 1 RANGE SCALE DALE DRAWN Er F:LE NAME S.ELT 120022.00.00 I 0 I 7 I SOS I 26E I I" - 30' I J R.A.K. I 273TCE I I OF 1 C 1 SECTION 7,TOWNSHIP 90 SOUTH,RANGE IIQ EAST EXHIBIT"A' oou�ER COUNTY,FLORIDA Page 9 of 14 / tor TRACT'A' / raw f T43130000028/ 'ELL' Pet PLAT 0 10 20 40 wa•iw -.. 1 GRAPHIC SCALE # 184 50-F7.4/— SCALE: 1' as 20 LOT 12 .,I N C1 L LEGEND S:.F =Xrl.:...k. CAB • Off1OAl RECORDS BOOK ,- "Tr; y[i d'r PGs PAGE J AND 91/111 UNE OF S0.FT • SOME FEET LOT 13 TRACT A ELL a ORMNACE EASEMENT LOT 14 S■ SECTION ' T• TOVMItSHP / R• BOOK SOUTH SHORE VILLAS I PG r PAT, AT CROWN POINTE I 1 (PB. 24. PG. 65) $II / Lc "I� I k pc r 1 TRACT'0-1' • - RAINS ARC lf?lGTH CHORD MGM�t,.!.;." ......:..�:�?TA z i M I MA FT7111111M11111Mtri.MN 1 p I UNE BEARING DISTANCE L1 S 89'59'48` W 4.55' 1 . ;. 1 L2 N 09'5912. E 9.21' �' P it 1.3 N 69'55'55' W 4,20 j ti L4 N 19'55'54' E 14.4 ' N.= 1 1.5 S 70'01'47' E 10.58` / !r' AN L6 S 09'59'32' W 17.21' _,1 fi 1 I I I / I I a I POINT OF COMMENCEMENT, I I /SOU1H 1/4 COINER OF FAT a wlOtstcna 1 �_ _ �� 287.89' _ — 1. �. 1 N 89'S9T32' E � 114 ISM, R2aE 'OM VA OF THE Y 1/4 Or SECTION 7 TECM-ROW MAR 112012 SEE SHEET 2 FOR DESCRIPTION, NOTES, AND CERTIFICATION NOT ABOUND*!SURVW me.Arlin �a _ANNA ATK'NS'""imi L,L,�A*A WHIM,,, === =-:W1110VQMlNT MQ1lCT'OJtlr► 1 ' ••us OIWNAti!EAfa1BIT F11lT1:TI ',: .,==--2: .nnw,n..�.r�x.+ Araeases AND Dt lCIIIflOM MOM 1 OF 2 now apnvome orAunonnaon wow use 'i ■ SECTION 7.TOIANSHIP 50 SOUTH,RANGE 26 EAST EXHIBIT"A" COWER COUNTY,FLORIDA Page 10 of 14 210211M11. ORMIAGE EASEMENT PARCEL 2740E1 - A PORTION OF TRACT'A' OF SCUM SHORE MJAS AT CROWN PONTE.RECORDEn N PLAT BOOK 24, PAK 65, CF THE PUBUC RECCIOS CF COLDER COUNTY,FLORIDA, BEND MORE PARTICULARLY DOCKED AS FOLLOWS COMMENCE AT Da SOUTH 1/4 CORNER OF SECTION 7. TOWNSHIP 50 SOUTH. RANGE 26 EAST: THENCE NBl32'3YE ALCM THE SOUTH LINE CF 1F[SOUTHEAST 1/4 Cr SAD SECTION 7, A DISTANCE 267.16 FEET TO A PONT BEING THE INTE'RNECT1ON OF THE SOUTHEN.Y PROLONGATION Of THE NEST MC OF TRACT OF DE AFOREEENTIOFED SOUTH SHORE MJ.AS AT CROWN POINT!MO SAD SOUTH UNE OF DC SOUTHEAST 1/4; THENCE NOI'56'32 E, ALONG SAO WEST LINE Of TRACT 0-1'.191.12 FEET TO THE SOUTH UNE Cr SAD TRACT'A'AND THE PONT Cr BEGINIMNCG THENCE ALCM 5AD SOUTH LINE OF TRACT'A' DC FOLLOYNNO TAD(2) COURSES 1) SIIS9'40'91, 4.56 FELT; 2) NORTHWESTERLY ALONG A CURK CONCAVE 1O THE NORTHEAST AND HAMNG A RADIUS OF 30.00 FEET, AN ARC LENGTH OF 3.54 FEET.A CELT*ANGLE OF 06461Y, A CHORD LENGTH Cr 3.84 FEET, AND A CHORD BEARING OF N1637'06'M TO A PONT OF NON TANGEHCT NO CE NO/S6'32T. 9.21 FEET; THENCE 111955'5S'K 429 FEET. THENCE N1915'541. 10.43 FEET TO 114E AFOREMENTIONED WESTERLY UNE OF INCA UNIFIED AS TRACT'DV LOCATED N NE SW CORER OF SAD TRACT'A': THENCE ALONG SAO WESTION-Y ENE Cr TRACT'.L' THE FOLLOWING TWO(2)COME* 1)S70'01'47'E, 10.56 FEET; 2) 50951'32'I8, 17.21 TO 1HE PONT Of BEONNNG. SUBJECT LANDS CONTAN NG 184 SQUARE FEET, MORE OR LESS. SURVEYOR'S NOTE 1, THE SNETOH 5140MI HERm IS FOR CRANK R0'ICSOITATION ONLY AND 00ES NOT REPRESENT A BOUNDARY SURVEY. 2. CORNER MONUMENTS WERE NOT SET N CONJUNCTION NTH THE PREPARATION OF TAPS DRAIING. 3.BEARINGS NOM ARE ASSUMED. BASED ON THE SOUTH UNE OF THE SOUTHEAST QUARTER OF SECTION 7, SAID UNE BEARS NIe5V32'L 4. LEGAL DESCRIPTION PREPARED BY ATKINS. 5. THIS SKETCH AND DESCRIPTION WAS PREPARED MTHOUT THE BENEFIT OF A 1111E SCARCE SURVEYOR'S CERTIFICATION. I HEREBY CER'RFY THAT NIS SKETCH MD DESCRIPTION MEETS TIC MINMIM TEC IOCAL STANDARDS AS SET FORTH BY TIE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5.1-17, FLORIOA IO*6STRATIK CODE, PURSUANT TO SECWG'I 472027. FLORIDA STA1UT93. DOS SKETCH NO LEGAL OE1CRP11ON NOT VALD MAHOUT THE WOMASJE AND THE ORIONAL RAISED SEN.OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ('4 2011 ATKINS NOM S NO AMERICA. NC. OU9NESS 24 Pew d Mattson Proho(and Surw,or as Nappy Rstglsrotlon No. 6290 Slots of Florida • SEE SHEET 1 FOR SKETCH NOT A BOUNDARY SURVEY 1=.1 ALMS 1 . - ATKINS""'.. N.Y L ��e� ..nrN. TNlvltovl9enT au WASIAK EASEMENT SKETCH ,r;- I Anse aownswom smororRAraw iam� AND OI CEPTTON SHIER:2 of 2 I I 1 SECTION 7,TOWNSHIP'60 SOUTH,RANGE 26 EAST COWER COUNTY,FLOaOA EXHIBIT"A" Page 11 of 14 I / b.E' PER PLAT // mum %43/00002$ // 0 10 20 40 ` / iRACT'A' GRAPHIC SCALP t DRAINAGE EASEMENT ,. 13 SELFT.+/- SCALE: 1' -20 � I SPA_ / so LUC CF'TRACE A Jawl*? ■ r. J ,■ :, el■1 ■ 1 t EASEM i i LOT14 / / SOWN SNORE VILLAS / I Lai is AT CROON POINTS PLAT BOOK 24,PACE 65 ' I I jI I^ LEGEND r f g COB 3. OFFICIAL RECORDS BOOK ' I 14 SOFT. SQUAB FEET TRACT b-1" W DL . DRAINAGE EASEMENT "� S- TOtY 9* / ' � R = RANGE I - ' g i z I I l� j 1 11 0 I • gx I 4 I L_---J 7 I UNE _BEARING DISTANCE / L1 N 09'5Q'32" E 3.10' I Li S 89'42'57" E 8.81' C.... .4, U S 89'59'11" W 8.80' POINT OF COMMENCEMENT , SOU1H 1/4 CORNER OF S7—T50—R26 MT OF NIERSECRON _ _ _ _ S7, T50S, 1126E N 89'59'32" E 328.51' S13 THOS,` 26 — — ..-SOUni 1.01E OF he g I/4 Cf SEC110I 7 TECH-ROW SEP 21 mtz SEE SHEET 2 FOR DESCRIPTION, NOTES, AND CERTIFICATION ,w.. NOT A NOUNDARY SUR1RY ATKINS °" ` gimp LELY ARM(TORN WATER ewrsw — au�sisr INP1LOyE14ENf:FAOJ6LT{LA61P'19� per, ..� ,=— — F AflOSAORMAIl�AM4 OMMI AN DRAINAGE EAIMH[T Ia ICI ..� R0II100 commears OPAWKSINZATIOM MANN WV ANO casaurnon $MELT:I OF 2 1 SECTION 7,TOWNSHIP 60 SOUTH,RANGE 26 EAST COWER COUNT'.FFLORIDA EXHIBIT"A" • Page 12 of 14 DESCRIPTION DRAINAGE EASEMENT PARCEL 274002 A PORTION OF TRACT'A'OF SOUTH SNORE "ALAS AT CROW PPM.RECORDED IN PLAT BOOK 24. PAGE 63` OF THE RISC RECORDS OF COWER COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS COIAENCE AT THE SOUTH 1/4 COINER OF SECTION 7, 10443141P 50 SOUTH. RANGE 28 EAST: 114ENC3:N6939•32-E ALCNO THE SOUTH tic OF TIE SOUTHEAST 1/4 OF SAE SECTION 7. A DP9TANOE OF 32E01 FEET TO A POINT BEING THE INTERSECTION OF THE SOUTHERLY PROLONGATION OF THE EAST Lit OF TRACT ED-1'OF ITC AFORET ENT)C74ED SOUTH SNORE MLLAS AT CROWN PONTE AND SAID SOUTH UNE OF THE SOUTHEAST 1/Is THOIOE N00'S8'32'E A ONO SAID EAST UNE 19{,12 FEET 10 THE SOUTH UNE OF TRACT A OP SAID SOUTH MOW%LUIS AT CROMN POINTE AND THE PONT OF BEG ININO; DEICE CONTINUE NOY7012 E. ALONG SAID EAST UNE; 3.10 FEET; TNEHtE S89'4217T. 8.81 FEET TO A PONT ON SAID SOUTH LINE OF TRACT A; THENCE SOIT3WIi'W ALONG SAID SOUTH UNE, Ni80 FEET TO TIE POINT OF 1EONhING. S JOJECT LANDS CONTAINING 13 SQUARE FEET. MORE OR LESS. SURVEYOR'S NOTES 1. THE SKETCH SHORN HEREON LS FOR GRAPHIC REPRESENTATION ONLY AND DOES NOT REPRESENT A BOl7OARY SURVEY. 2. COMER 'Ammons WERE NOT SET N CO 4JU NOTION W M THE PREPARATION of TIES DRAWN°. 3. BEARINGS S IOMH ARE ASSUMED, BASED ON THE SOUTH UNE OF THE SOUTHEAST QUARTER OF SECTION 7, SAID UNE BEARS N81'38'32E. 4. LEGAL DESCRIPTION PREPARED BY AIMS. S. THIS SKETCH AM) DESCRIPTION WAS PREPARED WITHOUT THE BENEFIT OF A 1111E SEARCH. SURVEYOR'S CERTIFICATION I HEREBY CERTIFY THAT THIS SKETCH NE OESC9NPTION MEETS.THE UMW TECHNICAL STANDARDS AS SET FORTH 8Y THE FLORIDA BOARD OF PROFESSONAL LAND SURVEYORS IN GLAP1181 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT 10 SEC1101N 472027. FLORIDA STATUTES. THIS SKETCH AND LEGAL DESORPTION NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RNSEU SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER. 2012 A71GNS NORTH AMERICA. INC- BUSINESS 24 Pater J. atteon Prafeerional Surveyor*Mapper Registration tea 8290 State M Florida SEE SHEET 1 FOR SKETCH erraeraew�r. NOT A BOUNDARY SURVEY aswru BRAWL mesa J1TKII■JS RI LILY AREA STORM WATU ereane,sew WIMP IIPROVENEITT FIItlIBCT(LA3I/19h 1'r'�"�s� , ... AAfM ORMAIM04Oft N�� rIIIH D I' oe ••• non,aa mammy or Amman=now um 0 SHEET:20P2 EXHIBIT"A" papw 1 of 14. N CURVE TABLE -41fi� CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD N �i;• 1 g Cl 3.54' 30.00' 646'12' N86'37'08"W 3.54' • .-11.ti - C2 6.88' 30.00' 13'07.50" N78'38'48111 6.58' o 16 30 TRACT "A" L . (Z ICS -7 - 1'- 30' ft.O.X1IPIDI glI %RNA rA1ll'©a q�©ntty1i O / • / D.E. P.B. / LEGEND _ 24 PG. 68� P.B. P1AT 6001( PO. - PAGE P.0.8. A, P0041 OF BE0441II•G P.O.C. - Fore OF oomaNOENENT / TRACT "A" 274TCE1 1/ ICE A. TEMPORARY CONSTRUCTON TT 2`O SF / /'//.._45�� P.O.C. / N.E. RNER OF LOT 14 rsd 1 2 z L2/IF O2 17 '. /P.O.B. 1 1 LINE TABLE /-- 13 j'/ 1 UNE BEARING LENGTH r / •-r LI S09'59'4611/ 4.54' 14 i Al L2 NO9'08'14"E 5.98' 1 ■ 1 L3 N69'SS'SS1N 6.17' j' L4 N20'04'05"E 21.00' """-40' D.E. P.B. LS STi9 SS'SS'E 8.20' TEMPORARY CONSTRUCTION EASEMENT 24 PG. 66 --.1 L6 s17ss'S41M 17.00' DURATION TWO YEARS 1 1 L7 S69'55'55'E 4.29' LEGAL. DESCRIPTION — PARCEL 274TCE1 LB 50759'321v 9.21' - A PARCEL OF LAND LYING ON TRACT "A', SOUTH SHORE VILLAS AT CROWN POINTE, AS RECORDED IN PLAT BOOK 24, PAGES 65 THROUGH 66 OF THE PUBLIC RECORDS OF COLDER COUNTY, FLORIDA, LYING IN SECTION 7, TOWNSHIP 50 SOUTH. RANGE 26 EAST, COWER COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF LOT 14. SOUTH SHORE VILLAS AT CROWN POINTE. AS RECORDED IN PLAT BOOK 24, PAGES 65 THROUGH 66 OF THE PUBLIC RECORDS OF COWER COUNTY, FLORIDA. THENCE .ALONG THE NORTHERLY BOUNDARY OF SAID LOT 14, THE FOLLOWING TWO (2) DESCRIBED COURSES: 1) THENCE S89'59'45"W FOR 4.54 FEET TO THE BEGINNING OF A TANGENTIAL CURVE; 2) THENCE 3.54 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 06'46'12", AND WHOSE LONG CHORD BEARS N85'37'08'W FOR A DISTANCE OF 3.54 FEET. TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN. THENCE CONTINUE ALONG THE NORTHERLY BOUNDARY OF LOT 14, SOUTH SHORE VIU)S AT CROWN POINTE, AS RECORDED IN PLAT BOOK 24, PAGES 65 THROUGH 66 OF THE PUBLIC RECORDS OF' COLLIER COUNTY, FLORIDA, 688 FEET ALONG A CURVE TO THE RIGHT. HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 13'07'50'. AND WHOSE LONG CHORD BEARS N76'38'481W FOR A DISTANCE OF 6.86 FEET; THENCE LEAVING THE NORTHERLY BOUNDARY OF SAID LOT 14, NO9'08'I4" FOR 5.98 FEET; THENCE N6T55'SS19 FOR 6.17 FEET; THENCE N20'04'05•E FOR 21.00 FEET; THENCE S69'SS'S5"E FOR 8.20 FEET, TO A POINT ON THE WESTERLY BOUNDARY OF A DRAINAGE EASEMENT. AS SHOWN ON SAID SOUTH SHORE VILLAS AT CROWN POINTE PLAT; THENCE 51755'541V FOR 17.00 FEET; THENCE S69'55'55"E FOR 4.29 FEET; THENCE 509'59'32"W FOR 9.21 FEET. TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAIN 2.30 SQUARE FEET MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. /j/,f,a TECM -ROW MCC A. WARD PROFESSIONAL LAND SURVEYOR 150 5301 DATE SIGHED DEC 0 5 2012 NOT VAUD WITHOUT THE ORIGINAL SIGNATURE & RAISED EMBOSSED SEAL OF A FLORIDA REGISTERED PROFESSIONAL SURVEYOR AND MAPPER. THIS IS NOT A SURVEY. taw.A MS QS Si 11M.11UOOIt/.q Hi"1rIMrs 1.ns"O M.soUSN NMl.,ip/i..M./1"UI"AOr.F&Mr q„"i"/"Yt7111't,.1,. RIA"c'et,-ipi....0„,.. PROJECT: LELY ARRA STORM WATER IMPROVEMENT PROJECT (LASIP 698)SKETCH AND LEGAL DESCRIPTION 1 PARCEL 274TCE1: TEMPORARY CONSTRUCTION BASEMENT MIN Valsersok OM SIM101 Mob.RAY 31161 PREPARES TOL COMER COUNTY GOVERNMENT/DOW 07 COUNTY COEMI W10NLES pl .:WM NUM:SAX OM SIP-0071 111 11.. _ Mt JC9 NUMBER REASON SECTION TOWNSHIP I P.ANGE SCALE DA1E 1 DRAWN MY FKE NAME S-E£1 120022.00.00 I 0 I 7 I 50S II 26E I 1" • 30' 1 11/15/121 R.A.K. I 274TCE1 I 1 of I i ._ M EXHIBIT"A" /I I Page 14 of 14 I A,�Ai%t E I TRACT "K" `'�;,`t TRACT "A" / 0 16 30 / L - _ WRAC SUM 7 LEGEND o.E. P.B. / � P.8. . PAT Boon .- 24 PC. 66 PG. - P1IX / P.O.B. POINT OF eECIFIYMO P.O,C. - PORJI OF COMMENCEMENT D.E. . DRAINAGE CASEMENT / TRACT "A" ICE . TEMPORARY CONSTRUCTION EASEMENT �'}QO Cf j,1 LII �s TAW @WM I 3 / MM.24I RE SOSOS S70'00'28'E - _ / `7 N1WS9'32'E / 8.80 ' ` 1 6.52' 274TCE2 Ne9'S9'11% 49.42' 43 SF / `� .-'s/9's9'321M 12 / i P.O.B. f 3.31' P.O.C. f N.E. CORNER f Self 59'1I'W OF LOT 14 J 9.36' i. i i 40' D.E. P.B. 13 . I 24 PG. 66 14 U' 15 �C; l ■TEMPORARY CONSTRUCTION EASEMENT Y DURATION TVIttO YEARS I LEGAL DESCRIPTION - PARCEL 274TCE2 A PARCEL OF LANG LYING ON TRACT 'A'. SOUTH SHORE VILLAS AT CROWN POINTE, AS RECORDED IN PLAT BOOK 24, PAGES 65 THROUGH 66 OF THE PUBLIC RECORDS OF COWER COUNTY, FLORIDA. LYING IN SECTION 7, TOWNSHIP 50 SOUTH, RANGE 26 EAST. COWER COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF LOT 14. SOUTH SHORE VILLAS AT CROWN POINTE. AS RECORDED IN PLAT BOOK 24, PAGES 65 THROUGH 66 OF THE PUBLIC RECORDS OF COLLIER COUNTY. FLORIDA; THENCE ALONG THE SOUTHERLY BOUNDARY OF A DRAINAGE EASEMENT AND A PORTION OF TRACT A. OF SAID SOUTH SNORE VILLAS AT CROWN POINTE. N697S9'11"E FOR 49.42 FEET, TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN. THENCE LEAVING THE SOUTHERLY BOUNDARY OF A ORANIAGE EASEMENT AND A PORTION OF TRACT "A', SOUTH SHORE VILLAS AT CROWN POINTE, AS RECORDED IN PLAT BOOK 24. PAGES 65 THROUGH 66 OF THE PUBLIC RECORDS OF COWER COUNTY. FLORIDA, N19'59'32'E FOR 6.52 FEET. TO A POINT ON THE EASTERLY BOUNDARY OF SAID DRAINAGE EASEMENT AS SHOWN ON SAID SOUTH SHORE VILLAS AT CROWN POINTE PLAT; THENCE LEAVING SAID DRAINAGE EASEMENT. 570'00'26'E FOR 6.60 FEET: THENCE 519'59'32"W FOR 3.31 FEET. TO A POINT ON THE SOUTHERLY BOUNDARY OF SAID TRACT "A'; THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID TRACT 'A", S89'59'11111 FOR 9.36 FEET. TO THE POINT OF BEGINNNO OF THE PARCEL HEREBY! DESCRIBED; CONTAINING 43 SOWRE FEET MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. TICM-ROW //s/Z DEC 0 51012 A. WARD PROFESSIONAL LAND SURVEYOR L.S. 5301 DATE SIGNED NOT VAUD WITHOUT THE ORIGINAL SIGNATURE & RAISED EMBOSSED SEAL OF A FLORIDA REGISTERED PROFESSIONAL SURVEYOR AND MAPPER. THIS 5 NOT A SURVEY. ice,A Ilrl ae Pr NAOstntsiossast IA,istrom r&w ow OmmeSwel AM.Y./MM7 l...wo0'-"AY"NM 0.r10..UMROM PROJECT: LELY AREA STORM WATER IYPROVIMERT PROJECT (IASIP 19B) troy SKETCH AND LEGAL DESCRIPTION RIMILlictrilbsiiwrs PARCEL 274TCE2: TEMPORARY CONSTRUCTION EASEMENT MI 10 tem MA Ms M++ZOO N.Pr Mai 34100 PARED Pet COLLIE COUNTY GOVIINDRT/BOUm 0/COURT',COEIISSIOILULI Maw it*W. All FAR RAM»pan is Na.wee 3B NUMOER %SON E.41r3N1TOWNS4P RANGE SGLE DATE DRAWN AY FILE NAME SHEET 120022.00.00 I REV 0 7 1 50S 1 26E 1 1" . 30' `1/15/12 I R.A.K. I 274TCE2 I 1 OF 1