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Backup Documents 02/26/2013 Item #11IORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO 1 1 THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later than Monday preceding the Board meeting. Complete routing lines #I through #2 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routine lines #I through #2_ comnlete the checklist_ and forward to the County Attomev Office Route to Addressees (List in routing order) Office Initials Date 1. County Attorney Office County Attorney Office 1W Applicable) 13 2. BCC Office Board of County Commissioners 11 -I 3v -5 3. Minutes and Records Clerk of Court's Office Type of Document PRIMARY CONTACT INFORMATION Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the addressees above, may need to contact staff for additional or missing information. Name of Primary Staff Robert Bosch, ROW Coordinator, Tpt. Eng. Phone Number 252 -5843 Contact / Department appropriate 1. Applicable) Agenda Date Item was 02/26/2013 y Agenda Item Number 11 -I Approved by the BCC Does the document need to be sent to another agency for additional signatures? If yes, Type of Document Resolution 20/3 S 7 Number of Original One Attached Original document has been signed/initialed for legal sufficiency. (All documents to be Documents Attached PO number or account Do NOT record document. (!x,110 number if document is by the Office of the County Attorney. to be recorded All handwritten strike - through and revisions have been initialed by the County Attorney's N JA INSTRUCTIONS & CHECKLIST I: Forms / County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26.05, Revised 2.24.05; Revised 11/30/12 Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Yes N/A (Not appropriate 1. Applicable) 1. Does the document require the chairman's original signature? 2. Does the document need to be sent to another agency for additional signatures? If yes, provide the Contact Information (Name; Agency; Address; Phone) on an attached sheet. 3. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed (!x,110 by the Office of the County Attorney. 4. All handwritten strike - through and revisions have been initialed by the County Attorney's N JA Office and all other parties except the BCC Chairman and the Clerk to the Board / 5. The Chairman's signature line date has been entered as the date -of BCC approval of the An document or the final negotiated contract date whichever is applicable. 6. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's �r signature and initials are required. Z/t' 7. In most cases (some contracts are an exception), the original document and this routing slip should be provided to the County Attorney Office at the time the item is input into SIRE. / Some documents are time sensitive and require forwardig to Tallahassee within a certain time frame or the BCC's actions are nullified. Be away of vour deadlines! 8. The document was approved by the BCC on 2/26/1J and all changes made during the n meeting have been incorporated in the attached document. The County Attorney's SpV,ti/ Office has reviewed the changes, if applicable. 9. Initials of attorney verifying that the attached document is the version approved by the BCC, all changes directed by the BCC have been made, and the document is ready for Chairman's signature. ?� I: Forms / County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26.05, Revised 2.24.05; Revised 11/30/12 111 MEMORANDUM Date: March 1, 2013 To: Robert Bosch, ROW Coordinator TECM Department From: Teresa Cannon, Deputy Clerk Minutes & Records Department Re: Resolution 2013 -57 /Temporary Easement for Haldeman Creek and Crown Pointe Weirs Attached for your records, one copy of the document referenced above is attached, (Agenda Item #11I) adopted by the Board of County Commissioners on February 26, 2013. The original resolution is being held in the Minutes & Records Department as part of the Board's Official Records. If you should have any questions, please call me at 252 -8411. Thank you. 111 RESOLUTION NO. 2013-57 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. 111 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 ill 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 ill This Resolution, adopted on this AOday of , 2013, after motion, second and majority vote. A`IST: '.. BO. 4WIGHT „E. BROPK, Clerk OF By: ttost as j,,O�&irman's Approved as to form and legal sufficiency: mily R. P p' Assistant County Attorney Condemnation Resolution Page 4 Item # Agenda Date Date 3 Rec' f 3 Deputy Clerk I N i En a r I2gmI $w o I �! =w a. � L N011a�s j0. /t MS 3Hl i] JHfI 19Y3 tt//ff Ti N a N N n h s ~8 do z U X11 m r J vl i bl J X Page 1 of 14 �,1 � • n bS,..° n `LWi m iu Lj M o Li _7 6 GVlr =i n' O tdt�� SEE SHEET 2 rW DESaWTION, NOTES, AND CERTIFICATION NOT A BOIN! O"Y SMV" .m wla0w- I B Y AREA STOW WATY0. Mwsis aw p.�p�eOT►pc�,�6C7(IaSdPd9B) irrfer.� � wr iNM RmAQf OMTNKISE: SKETCH Anar„MO,nrAVMKK*a naW.n Rp1 +m AND DISCRWTI0N .. SHkEf: 1 OF 2 w a.a.aenrrcue a�nuw.nrr�+n* I I 0 P, N ld� Sir Ffl7 n' O tdt�� SEE SHEET 2 rW DESaWTION, NOTES, AND CERTIFICATION NOT A BOIN! O"Y SMV" .m wla0w- I B Y AREA STOW WATY0. Mwsis aw p.�p�eOT►pc�,�6C7(IaSdPd9B) irrfer.� � wr iNM RmAQf OMTNKISE: SKETCH Anar„MO,nrAVMKK*a naW.n Rp1 +m AND DISCRWTI0N .. SHkEf: 1 OF 2 w a.a.aenrrcue a�nuw.nrr�+n* I I SECTION 7, TOWNSHIP 50 SOUTH, RANGE 26 EAST r—A1`11 Ul I /1 COLLIER COUNTY,FLORIOA Page 2 of 14 DESCRIPTION DRAINAGE EASEMENT PARCEL 271DE A PORTION OF LOT 7, BLOCK •0• OF KINGS LAKE UNIT NO. 3 AS RECORDED IN PLAT BOOK 13, PACE 33. OF THE PUBLJC RECORDS OF COWER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTH 1/4 CORNER OF SECTION 7. TOMINSHP 50 SOUTH. RANGE 26 EAST, THENCE SB938'4TW ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 7, A DISTANCE OF 89.20 FEET TO THE WESTERLY LINE OF SAID LOT 7; THENCE N2011'20'W, ALONG SAID WESTERLY LINE. 11.74 FEET; THENCE NWW'40•E. 93.21 FEET TO THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SEC71ON 7; THENCE S0014'11% ALONG SAID EAST UNE, 11.00 FEET TO THE POINT OF BEGINNING. SUSECT LANDS CONTAINING t003 SQUARE FEET, MORE OR LESS. SURVEYOR'S NOTES I. THE SKETCH SHOWN HEREON IS FOR GRAPHIC REPRESENTATION ONLY AND DOES 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 LINE OF THE SOUTHWEST QUARTER OF SECTION 7, SAID LINE BEARS S6956'40'W. 4. LEGAL OESCIUPTION PREPARED BY ATKINS, S. THIS SKETCH AND DESCRIPTION WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH. SURVEYORS CERTIFICATION I HEREBY CERTIFY THAT THIS SKETCH AND OESCRHPTION MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER S.r -17. FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472027. FLORIDA STATUTES. THIS SKETCH AND LEGAL OESCRIPPON NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. (D 2011 ATKINS NORTH AMERICA. INC. U BU SS 24 Rtt D j Peter J. mattwn Professional Surveyor der Mapper RaostroUon No. 6290 State of Florida SEE SHEET 1 FOR SKETCH ATKI S+wowsovsoarfr LVE AREA STORM PMP WATER 1 p IMPROVEMENT PRO]E�CT (LlLSIP L98} raw—,& DRAINAGE eASEMENT SKETCH •nmr. aanr wmrc� we �+ +�1 AND DESCRIPTION FLCROA CAM990Arr aFAtrrN .1MM MWKR LAU NOT A BOUNDARY SURVEY mmsru NKJLR t I ,m m. +� amm •y �• -- SHEE7: 2OF2 f - 0 10 20 40 GRAPHIC SCALE SCALE: 1" = 20 SECTION 7, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA LOT 11 LOT 12 LEGEND ORB = OFFICIAL RECORDS BOOK PG = PAGE SOFT. = SOUARE FEET ZZLOT 13 Page 3 of 14 TRACT "A" `� ily "D.E." PER PLAT 1pf 1 C 1.L31 DRAINAGE EASEMENT 176 SO, FT. +/- D.E. = DRAINAGE EASEMENT LOT 14 S = SECTION C 1 T = TOWNSHIP OWNED BY: R =RANGE DAMES JENNY DIMING POINT OF B INNIN 1 FOLIO i 7a38o00036t PB = PLAT BOOK I PG = PAGE SOUTH SHORE VILLAS ' L4 AT CROWN POINTS 23.41' (PB. 24, PG. 65) W f 0 " 0, 0 ¢� ICURVE1 RADIUS JARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE z� w TRACT "D -1' Ci 4' S 06'46-12- °: wd i�a Ie� LINE BEARING DISTANCE L1 N 70'00'28'• W 8.12' L2 N 09'59',32" E 20.80' L3 N 89'59'46" E 4.55' L4 S 09'59'32" W 23.41' l LOT 15 hy w �1 s' W� W� POINT OF COMMENCEMENT O UTH 1/4 CORNER OF /_sS 7- T50 -R26 POIH1 Of MiERSECTiON ��- 287.89' _ _S7, T50_S, R26E 1 N 89'59'32" E \ S1 B, 150S, R26E SOUTH U!JE OF THE SE t/4 OF SECTION 7 I SEE SHEET 2 FOR DESCRIPTION, NOTES, AND CERTIFICATION ATK1 axweovscoVT LELY AREA PROJECT WATER s,T200 IMPROVEMENT ASE ECT (LAST H TAMPA, fL ,txoT DRAINAGE EASEMENT SKETCH ATIMS NORTI AMERICA, W. (lIJJ 273 -7216 AND DESCRIPTION FLORIDA CERTIFICATE OFAVTHORIIATION NUI/BER lB2< T-ECM - ROW MAR 21 ?91? NOT A BOUNDARY SURVEY aowv�� AutOS2M2 '0a 0 — _lOAQ.14112 MMVIAL! : onww 2. a ON ]. �t SHEET: 1 OF 2 111 I i SECTION 7, TOWNSHIP 50 SOUTH, RANGE 26 EAST LANIBI I "A" COLLIER COUNTY, FLORIDA Page 4 of 14 DESCRIPTION DRAINAGE EASEMENT PARCEL 272DE A PORTION Or LOT 14 OF SOUTH SHORE VILLAS AT CROWN POINTE, 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 LINE 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 '0 -1" OF THE AFOREMENTIONED SOUTH SHORE VILLAS AT CROWN POINTE AND SAID SOUTH UNE OF THE SOUTHEAST 1/4; THENCE N09'59'32 "E. ALONG SAID WEST LINE OF TRACT 'D -1 ", 174,71 FEET TO THE POINT OF BEGINNING; THENCE N70'00'28 "W, 8,12 FEET; THENCE N09'59'32'E, 20.80 FEET TO A POINT ON A NON— TANGENT CURVE ON THE NORTH LINE OF SAID LOT 14; THENCE ALONG SAID NORTH LINE 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 3.54 FEET, A DELTA ANGLE OF 06'46'12 ", A CHORD LENGTH OF 3.54 FEET, AND A CHORD BEARING OF S86'37'08'E. 2) N89'59'46 "E, 4.55 FEET TO THE AFOREMENTIONED WESTERLY LINE OF SAID TRACT 'D -1'; THENCE 509'59'32 "W, ALONG SAID WESTERLY LINE, 23.41 FEET TO THE POINT OF BEGINNING. SUBJECT LANDS CONTAINING 176 SQUARE FEET, MORE OR LESS, SURVEYOR'S NOTES 1. THE SKETCH SHOWN HEREON IS FOR GRAPHIC REPRESENTATION ONLY AND DOES NOT REPRESENT A BOUNDARY SURVEY. 2. CORNER MONUMENTS WERE NOT SET IN CONJUNCTION WITH THE PREPARATION OF THIS DRAWNIG. 3. BEARINGS SHOWN ARE ASSUMED, BASED ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 7, SAID LINE BEARS N89'59'32'E. 4. LEGAL DESCRIPTION PREPARED BY ATKINS. 5. THIS SKETCH AND OESCRIPTON 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 OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J -17, FLORIDA ADMINISTRATIVE CODE. PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THIS SKETCH AND LEGAL DESCRIPTION NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ©2011 ATKINS NORTH AMERICA, INC. UCEqSFD BUSINESS 24 ALL'R1 ,'YFESERVED Peter J. M6ttson Professional Surveyor & Mapper Regiatratlon No. 6290 State of Florida SEE SHEET 1 FOR SKETCH NOT A BOUNDARY SURVEY 11TK1 N S 10.OWBOYSCWT apPW. 06 w0 LELY AREA STORM WATER aevisnre: s�xreTOO IMPROVEMENT PROJECT (LI/SIP 198) lz'° oxwAEe new rAraA Fc �aew DRAINAGE EASEMENT SKETCH " x AMNS MOWN AMERICA INC 013) m -ma AND DESCRIPTION j` FLORfOACERnFICATeOSwuniwerATK )NhVOVER+.es. .. SHEET: 2 OF 2 I11 "s LEGEND EXHIBIT "A" Page 5of14 TRACT "A" i TRACT "K" / L P.B. - PLAT BOOK PG. PAGE P.0.8. POINT OF BECINNING P.O. C. POINT OF COMMENCEMENT D.E. = DRAINAGE EASEMENT TC£ - TEMPORARY CONSTRLPC110N EASEMENT L -6.88' � R =30.00' i P.O.B: A- 1 Y07'50' CB- S76'38'48'E C -6.86' 12 N09'OS'14 "E s" I' r 13 r NW51'46'W t 14.31 / O.E. P.B. / 24 PG. 66� R- 30.00' A =6'46'12" TRACT "A" / C8- N8637'081W 03.54' S89'S9'461N / 4,55' P.O.C. N.E. CORNER OF LOT 14 i S09'59'321V - 20.80' i r 57(700'28'E ; �k _,,,_SO9'59'32 -W 13.25' j \_272TCE 347 SF ± 15 r '-140' D.E. P.B. 24 PG. 66 i` 14 TEMPORARY CONSTRUCTION EASEMENT DURATION TWO YEARS 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 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 POINTS, AS RECORDED IN PLAT BOOK 24, PAGES 65 THROUGH 66 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE ALONG THE NORTHERLY BOUNDARY Of SAID LOT 14, THE FOLLOWING TWO (2) DESCRIBED COURSES: 1) THENCE S8959'461Y FOR 4.55 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 0646'12 AND WHOSE LONG CHORD BEARS NB637'08'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, PAGES 65 THROUGH 66 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, S09- 59.32 -W FOR 20.80 FEET; THENCE S70'00'2B'E FOR 8.12 FEET, TO A POINT ON THE EASTERLY BOUNDARY OF SAID LOT 14; THENCE S09'59'32W FOR 13,25 FEET ALONG THE EASTERLY BOUNDARY OF SAID LOT 14; THENCE LEAVING THE EASTERLY BOUNDARY OF SAID LOT 14, N80'51'46"W FOR 14.31 FEET; THENCE N09'08'14'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 SAID LOT 14, 6.88 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 1Y07'5D', AND WHOSE LONG CHORD BEARS S7638'48'E FOR A DISTA E F 6, 6 FEET, TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN, GONT G 4 AR FEET MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD, TECM - ROW 171412- MICHAEL A. WARD PROFESSIONAL LAND SURVEYOR LSN 5301 �0. TE' SIGNED DECD 5 2Q11 NOT VALID WITHOUT THE ORIGINAL SIGNATURE do RAISED EMBOSSED SEAL OF A FLORIDA REGISTERED PROFESSIONAL SURVEYOR AND MAPPER. THIS 1S NOT A SURVEY, PROJECT: LELY AREA STORM HATER IMPROVEMENT PROJECT (LASIP 198) �AJn-. SKETCH AND LEGAL DESCRIPTION �7��i+� PARCEL 272TCE; TEMPORARY CONSTRUCTION SAS£MENT miews -Prh D,%v. 2.0 tm N.pW, Fw" "log PREPARED FOR: COLLRR COUNTY GDVffigIMENT/BOARD OF CODMTY COYM]SSIONERS ft�' 12301597 X575 FAX (23W W-0578 LOW $952 �JO N2),43EP RE4 -5:f:n SECT10k 'TDWNSHIP RANGE SIC A1..F. 0A?E -)RANN BY fii,F NAMr Si;E� 120022.00.00 0 7 SOS 26E 1' - 30' 11 15 12 R.A.K. 272TCE 1 Or 1 EXHIBIT "A" SECTION 7, TowNsHIP 5D SOUTH, RANGE 28 EAs7 rage b OT 14 COLLIER COUNTY. FLORIDA PER PLAT 0 10 20 40 GRAPHIC SCALE , _ 1J SCALE: 1' a 20 TRACT A' I TRACT -A- /-- NORM UhE Df LOT 15 LINE BEARING DISTANCE Ll N 09'59 32 E 47.63' DRAINAGE EASEMENT N 89'59'11 E 8.80 f 206 SOFT. + /- 49.92' LOT 14 ! J LOT 16 (/SOAUT TH SHORE VILLAS CROWN POINTE 1 ! PLAT 8001( 24, PACE 65 u FOLIO R 7433 00036 POI NT 0f ' DRAINAGE EASEMENT LEGBD OR - OFFICIAL RECORDS BOOK 1 PG - PAGE r SO.FT. - SOUARE FEET ! TRACT 'D-I' ! O.E. x DRAINAGE EASEMENT m 'g S - SECTION r T a TOWNSHIP Utz oa hf R = RANGE ! W N o oQ f bb N LINE BEARING DISTANCE Ll N 09'59 32 E 47.63' L2 N 89'59'11 E 8.80 L3 S 19'59'32' W 49.92' POINT OF COMMENCEMENT ' SOUTH 1/4 CORNER OF S7- T50 -R26 _ _ _ _ 57, 1`50S, R26E N 89'59'32' E 328.51 �S1 ; 1� R26E i S00H LIVE OF 1NE SE 1/4 OF SECTxw 7 TECM - ROW MAR 2 7 202 SEE SHEET 2 FOR DESCRIPTION, NOTES, AND CERVICATION NOTA RIDLINDARY SURVEY n-rtcttvs�W LILY AREA STORM WATER aurirm IMPROVEMENT PROJECT (tAStF 19B) 'dYQiL>d>; o�oee � w �: n ver DRAINAGE EASEMENT SIETCH �- a FLORMA�C9Xrf A7f0F, AVnKoRRA?MmAwm LaH AND DQSC7dQRON 3L. SHEET: L OF 2 EXHIBIT "A" SECTION 7, TOWNSHIP 50 SOUTH. RANGE 2e EAST COLLIER COUNTY, FLORIDA DESCRIPTION DRAINAGE EASEMENT PARCEL 273DE A PORTION Of LOT 13 OF SOUTH SHCflE VILLAS AT CROWN POINTE, AS RECORDED IN PLAT BOOK 24. PAGE 55, OF THE PUBLIC RECORDS OF COLLIER 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 N69'59'32 -E ALONG THE SOUTH LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 7, 328,51 FEET TO A POINT BEING THE INTERSECTION OF THE SOUTHERLY PROLONGATION OF THE EAST LINE OF TRACT '0 -1. OF THE AFOREMENTIONED SOUTH 94ORE VILLAS AT CROWN PONTE AND SAp SOUTH LINE OF THE SOUTHEAST 1/4; THENCE N0959'32 -E. ALONG SAID EAST LINE, ISM49 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE M0999'32'E, ALONG SAD EAST LINE, 47.63 FEET TO A PONT ON THE NORTH LINE OF SAID LOT 15; THENCE N82WtM ALONG SAID MOM LINE. B.80 FEET' THENCE SH9'W'32'W, 49.92 FEET TO THE POINT OF BEGINNNNO. SUB.ECT LANDS CONTAINING 206 SQUARE FIST, MORE OR LESS. SURVEYOR'S NOTES 1. THE SKETCH SHOWN HEREON IS FOR OR~ RDPRIMENITATICIN ONLY AND DOES NOT REPRESENT A BOUNDARY SURVEY. 2 CORNER MONUMENTS WERE NOT SET IN CCNJJRCT04 WITH THE PREPARATION OF THIS DRAWING, S. BEARINGS SHOIRI ARE ASSI>IED, BASED ON TIE SOUTH LINE OF THE SOUTHEAST OUARTER OF SECTION 7. SAD LINE BEARS NS950'3n. 4. LEGAL DESCRIPTION PREPARED BY ATKINS. 3. 79S SKETCH AND DESCRIPTION WAS PREPARED WTHOUT THE BENEFIT Of A TIME SEARCH. SURVEYOR'S CERTIFICATION I HEREBY CERTIFY THAT T14S 3KETCH AND DESCRIPTION MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS N CHAPTER 5J -17, FLORIDA ADMINISTRATIVE CODE, PURSJANT TC SECTION 472.027, FLORIDA STATUTES. THIS SKETCH AND LEGAL DESCRIPTION NOT VALID. WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. a @2041 ATIUNS NORTH AMERICA, NC. UCENS0-8 NESS 24 Potw J. Mattson proNe.ranal Sunyyor & Moppor Royistrcttsn No. 6290 State of Florida SEE SHEET t FOR SKETCH ATKI NS Amme snowwsros+crarw+� mlFSUn>e a0FUR4 cmmacas or�urwese�nov�se�sRCSSi LELY AREA STORM WATER TJtPRmE4E r PROTECT QASTP T9B) DRAINAGE EASEMENT SWt H AND DESGRIP ION NOT A DOUNDARY SURVEY wsss. ia,... ac SH@°T: 2 OF 2 11 LEGEND P.B. = PLAT BOOK PC. PAGE P.0.8. . POINT OF BEGINNING P.O.C. PONT OF COMMENCEMENT O.E. DRNNAGE EASEMENT TCE TEMPORARY CONSTRUCTION EASEMENT EXHIBIT "A" / TRACT "K" TRACT "A" / i L--_- 7 O.E. P.B. / .w.... i / 24 PG. 66� / TRACT "A" of @N@cam maw lu I�R'�Ou' P,0.8. -� / N89'59'11'E 9.36` 1 S19'59'32^W 17.68' -N.E. CG14E 1 273TCE 276 SF N19'59'32'E I 41,35' 1 1.— — -- — ' 1 3.80' ! i S19'5932 W t 1- -40' D,E. P.B. 26.86' 13 24 PG. 66 - rj N70'09 "37 W i 5.00' / 14 jr 15 i TEMPORARY CONSTRUCTION EASEMENT DURATION TWO YEARS y LEGAL DESCRIPTION — PARCEL 273TCE A PARCEL OF LAND LYING ON LOT 15, SOUTH SHORE 1NLLAS 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 'A ", OF SAID SOUTH SHORE VILLAS AT CROWN POINTE. N89'59'11'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- 50.II'E FOR 9.36 FEET; THENCE LEAVING THE SOUTHERLY BOUNDARY OF SAID TRACT "A' 519'59'32 W FOR 17,68 FEET; THENCE N70'DO'28"W FOR 3.80 FEET; THENCE S19'59'32'W FOR 26.85 FEET; THENCE N70'09'37W 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 SQUARE FEET MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. TECM - ROW 1 4 DEC 1 9 2012 /I1lo b MICHAEL A. WARD PROFESSIONAL LAND SURVEYOR LSO 5301 DATEI SlGjktD NOT VAUD WITHOUT THE ORIGINAL SIGNATURE & RAISED EMBOSSED SEAL OF A FLORIDA REGISTERED PROFESSIONAL SURVEYOR AND MAPPER. THIS IS NOT A SURVEY. PROJECT: LELY AREA STORM HATER IMPROYEMSNT PROJECT (LAS1P 198) SKETCH AND LEGAL DESCRIPTION PARCEL 273TCE: TEMPORARY CONSTRUCTION EASEMENT WIOWA F"Drm,Se Voo PREPARED POR: COIJJER COUNTY GOVERNMENT /BOARD OF COUNTY COYIGSSIONHRS Nyr-0015F 34 too Ono", ttaals►�.osro Fucaaaleeaae7e in Nu.; beta JOB NO MBER RFYISIDN SUCTION TOWNSHIP RANGE SCALE DATE ORAWN BY FILE NAME 5'r+F E1 120022.00.00 0 7 505 I 26E 1 " 30 1 1 /15/12 1 R.AK. 273TCE 1 OF 1 I I I f - 0 10 20 40 GRAPHIC SCALE SCALE: 1' = 20 SECTION 7, TOV018HIP 50 SOUTH, RANGE 26 EAST EXHIBIT "A" COLUER COUNTY, FLORIDA Page 9 of 14 LOT 11 LOT 12 1 TRACT "A" / S / FOLIO f 74390000028± 'D.E." PER PLAT 84 SO.Ff. +/- LEGEND BEARING MANCE L1 ORB a RECORDS M 4.55' L2 { POINT OF BEGINNING DRAINAGE EASEMENT PG =PAGE PAGE SaFT a SO -DARE FEET LOT 13 N 69'55 55" W ' AND SOIf1H UNE OF TRACT A D.E. a DRAINAGE EASEMENT LOT 14 10 43 LS S - SECTION 10.58 L6 I r T - TOWNSHIP SOUTH SHORE VILLAS r ' PS a RAT BOOK PG - PAGE AT CROWN POINTE r I (PB. 24, PG. 65) w' r Lc mild -0-1• RADIUS ARC LENSTH CHORD LENGTH TA zr TRACT r N LINE BEARING MANCE L1 S 89'59'46` W 4.55' L2 N 09'59 32" E 9.21 L3 N 69'55 55" W L4 N 19'55'54" E 10 43 LS S 70'01 47" E 10.58 L6 1,S 09'59 32 W 17.21 f b r y 1 jai dA w �► r I N POINT OF COMMENCEMENT r r SOUTH 1/4 CORNER OF 1 S7- T50 -R26 Powr OF INTMCIO N 287.89' _ - S7,TWS, R26E "H1 89'59'32" E $18. TSOS, R26E SWTn LINE OF THE SE 1/4 OF SECTI H 7 SEE SHEET 2 FOR DESCRIPTION, NOTES, AND CERTIFICATION MNMSrOVdR LFI.Y APEA STOAIrI WATER a�eew°o 1U�110V1�lIEf1i11V0EC'1'aA51P -1441 t R ► 0W AIIC 0eASS0 p1'r A1M/1�NLrr+�+AfHa"411C IAA »A76 PLd4AC M[fMIQAT!Oi A�,f11K71tlZAHOM IiA�dlLMX TECM - Row MAR 2 7 2012 NOR AHOUNOAV SURM arwr�:� .is�'�It iswr _m61111i I�,aI11Ei11� tlYW rr , r,�tan aififlo w �! awe": i cw 2 111 SEC110N 7, TOMISHIP 50 SOUTH, RANGE 28 EAST EXHIBIT "A" COLDER COUNTY, FLORIDA Page 10 of 14 DESCRIPTION ORANAGE EASEMENT PARCEL 2740CI A PORTION OF TRACT 'A' OF SOUTH SHORE VILLAS AT CROWN POINTS, RECORDED IN PLAT BOOK 24, PAGE 65. OF THE PUBLIC RECORDS OF COWER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCmm AS FOLLOWS' COMMENCE AT THE SOUTH 1/4 CORNER OF SECTION 7. TOWNSHIP SO SOUTH, RANGE 26 EAST; THENCE Na939'32"E ALONG THE SOUTH LINE CF 1HE SOUTHEAST 1/4 OF SAD SECTION 7, A DISTANCE 287.89 FEET TO A POINT BEING THE INTERSECTION OF THE SOUTHERLY PROLONGATION OF THE WEST LINE OF TRACT 'D-1' OF THE AFOREMENTIONED SOUTH SHORE VILLAS AT CROWN POINTE AND SAID SOUTH LINE OF THE SOUTHEAST 1/4; THENCE NOB'JO'32'E, ALONG SAID WEST LNIE Of TRACT 'D -1', 199.12 FEET TO THE SOUTH UWE Of SAID TRACT 'A' AND THE FONT OF BEGINNING; THENCE ALONG SAID SOUTH LINE OF TRACT 'A' THE FOLLOWING TWO (2) COURSES: 1) S8939'46'W, 4.55 FEET; 2) NORTHWESTERLY ALONG A CURVE CONCAVE TO THE NORTHEAST AND HAYING A RAMS OF 30.00 FEET, AN ARC LENGTH OF 3.54 FEET, A DELTA ANGLE OF 06'45'12'. A CHORD LENGTH OF 3.54 FEET, AND A CHORD BEARING OF NW- 37'09'W TO A POINT OF WIN TANGENCY; THENCE NO9"SI'32& 9.21 FEET; THENCE N6955'5S'W, 4.29 FEEL: THENCE N1935'54'E, 10.43 FEET TO THE AFOREMENTIONED WESTERLY LINE OF AREA IDENTIFIED AS TRACT 'D.E.' LOCATED N THE SW CORNER OF SAID TRACT 'A'; THENCE ALONG SAID MEVERLY LINE OF TRACT 'D.E.' THE FOLLOIMNG TWO (2) COURSES: 1) S70'01'47'E. 10.58 FEET; 2) S09'39'32'W, 17.21 TO THE POINT OF BEGINNING. SUBJECT LANDS CONTAINING 184 SQUARE FEET, MORE OR LESS. SURVEYOR'S NOTES 1. THE SKETCH SHOWN HEREON IS FOR GRAPHIC REPRESENTATION ONLY AND DOES NOT REPRESENT A BOUNDARY SURVEY, 2 CORNER MONUMENTS HERE NOT SET IN CONJUNCTION WITH THE PREPARATION OF THIS DRAWING, 3. BEARNGS SHOWN ARE ASSUMED. BASED ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 7, SAID LINE BEARS 111895912'E 4. LEGAL DESCRIPTION PREPARED BY ATKINS. 5. THIS SKETCH AND DESCRIPTION WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH. I HERESY CE nFr THAT THIS SKETCH AND DESCRIPTION MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER SJ -17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472027, FLORIDA STATUTES. THIS SKETCH AND LEGAL DESCRIPTION NOT VALID 1MTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ©2011 ATKINS NORTH AMERICA. INC. tlCPtSM BUSINESS 24 �RI TS ER A'D Peter J. Matron Profneland Surveyor do Mapper Registration No. 6290 i State of Florida SEE SHEET 1 FOR SKETCH NOT /�TKiNS �� LELY AREA STORM WATER e.n:o9k eye , �pnru surrrroo IMPROVB4ENT PROJECT pJ1SID 19B) Demo AOwrx�a I '" pRAU1A[;EEIISENE#ITSKETCTR �� a .. "4Af0 CVrM9 4TeQ-Nm�ow¢�T rN�.auw AND DESCKMON 1r SHEET, 2 OF 2 SECTION 7, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA / 'D.E.' PER PLAT / OWIED BY: SOUTH SHORE MLLAS POA FOUO / 74380000028 0 10 20 40 PARCEL 27 GRAPHIC SCALE DRAINAGE EASEMENT TTACI 'A' 13 SQ.FT. +/- SCALE. 1" - 20 ,r EXHIBIT "A" Page 11 of 14 I / TRACT 'll / r SOUTH LINE OF TRACE A 1 DRAINAGE EASEMENT J ` r_oT 14 � if SOUTH SHORE HLLAS ' LOT 15 1 AT CROWN POINTE I IN b PLAT BOOK 24, PAGE 65 / W LEGEND f ORB - OFFICIAL RECORDS BOOK r J I N PG . PAGE / TRACT b-1' SQFT. - SQUARE FEET �~ D.E. - DRAINAGE EASEMENT o S = SECTION T = T01164 1ilP J o R = RANGE + d N s tt ' 1/1 �p b Qgyh a! wLINE BEARING DISTANCE f L1 N 09W'59'32" E 3.10 l L2 S 89'42 57 E 8.81' j L3 S 89'59'11 W 8.80 POINT OF COMMENCEMENT SOUTH 1/4 CORNER OF S7- T50 -R26 POINT OF WERSECTION _ _ _ S7, TWS, R26E N 89'59'32" E 328.51' S18, T5O5 RNE SOUTH UNE OF THE 5F i/4 OF SECTION 7 TECM - ROW SE3 2 1 201'2 SEE SHEET 2 FOR DESCRIPTION, NOTES, AND CERTIFICATION ...wwr NOT A BOUNDARY SU0.VEY /1TK1 5.�„�r a� LELYAREASTORM WATM u'rsie�u: -� auume INPROVENENT:PRD]ECT(LAW198) AnGMAwn,AUPWAM "s0�m DRAINAGE EAS AV17I SIa<iL�i s�°1Lf°Q ALOR t�rr +Cf7S0AA�n+P- �,�nav+e�+enus. AND sHECT:10F2 I I 1 SECTION 7, TOWNSHIP 50 SOUTH, RANGE 28 EAST COLLIER COUNTY. FLORIDA EXHIBIT "A" Page 12 of 14 DESCRIPTION DRAINAGE EASEMENT PARCEL 2740E2 A PORTION OF TRACT 'A' OF SOUTH SHORE VILLAS AT CROWN POINTE. RECORDED N PLAT BOOK 24, PAGE 89, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCE AT THE SOUTH 1/4 CORNER OF SECTION 7, TOAWSHIP 50 SOUTH, RANGE 26 EAST; THENCE N89139'32'E ALONG THE SOUTH LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 7. A DISTANCE OF 328.61 FEET TO A POINT BEING THE INTERSECTION OF THE SOUTHMY PROLONGATION OF T11E EAST LINE OF TRACT 'D—I' OF THE AFOREMENTIONED SOUTH SHORE VILLAS AT CROWN POINTE AND SAID SOUTH LINE OF THE SOUTHEAST 1/4, THENCE N V59'32'E ALONG SAID EAST LINE, 198.12 FEET TO THE SOUTH LINE OF TRACT A OF SAX) SOUTH SHORE VILLAS AT CROWN POINTE AND THE POINT OF BEGINNING; THENCE CONTINUE MOM'32'E, ALONG SAID EAST LNF, &ID FEET, THENCE S69421571E, 8.81 FEET TO A POINT ON SAID SOUTH LINE OF TRACT A, THENCE SW5Vl1'W ALONG SAID SOUTH LINE, 8.80 FEET TO THE POINT OF BEGINNING. SUBJECT LANDS CONTAINING 13 SQUARE FEET. MORE OR LESS. SUIRVEYOFM NOTES I. THE SKETCH SHOWN HEREON IS FOR GRAPHIC REPRESENTATION ONLY AND DOES NOT REPRESENT A BOUNDARY SURVEY. 2. CORNER MONUMENTS WERE NOT SET IN CONJUNCTION WITH THE PREPARATION OF THIS DRAVANG. 3. BEARINGS SHOWN ARE ASSUMED, BASED ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 7, SAID LINE BEARS N89'59'32'E. 4. LEGAL DESCRIPTION PREPARED BY ATIONS. 5, THIS SKETCH AND DESCRIPTION WAS PREPARED VATHOUT THE 9ENEFIT 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 OF PROFESSIONAL LAND SURVEYORS IN CHAPTER SJ -17. FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472027. FLORIDA STATUTES. THIS SKETCH AND LEGAL DESCRIPTION NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, 02012 ATKINS NORTH AMERICA. INC_ LICENSED BUSINESS 24 AUrf21(i'bV•SRESERVED Peter J. Mattoon Professional Surveyor & Mapper Registration Na 8290 State of Florida SEE SHEET 1 FOR SKETCH wnwm n NOT A BOUNDARY SURVEY ATKI NS.mew�ovaAovr onoev.. ate± ,am �w U1Y AREA STORM WATER 1rw,f.fe�t slx7rrao IMPROVEMENT PROJECT (LASIP 196) are.esQm., �,som .. r... r; — DRAINAGE EASERM SKETCH w m A79fthVR7NAMlyiICAMM Nl ;ssr -rne AND DESCRIPTION 'k- fl. ORMAaE RT! laArsaiAV 7i10Ra'A7i0//AtFlBkliLt .. SHEET: 20F2 I I CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD C1 3,54' 3D,00' 646'12" N86'37'08"W 3.54' C2 6.88' 30.00' 13'07'50" 1476'38'481W 6.66' TRACT "A" 11MI, @W6 00 "13- IVIA LEGEND P.B. PUT BOOK PG. PAGE P.O.B. PONT OF BEGINNING P.O.C. 4 POINT OF COMMENCEMENT O.E. — DRAINAGE EASEMENT iMlnu 2747CE1 Tf^.0 � Truona�nv nnucra 14 i I F-Y U �- 1 a, o D.E. P.B. / 24 PG. 66� / TRACT "A" I P.O.C. u c r•nouro 7" 40' DR. P.B. TEMPORARY CONSTRUCTION EASEMENT 24 PG. 66 DURATION TWO YEARS r I LEGAL. DESCRIPTION — PARCEL 274TCE1 14 l '`�✓ f LINE TABLE LINE BEARING LENGTH Lt S89'59'46'W 4.54' L2 NOW081 4'E 5.98' L3 N69'55'55W 6,17' L4 N2('04'05 'E 21.00' L5 S69'S5'55 'E 8.20' L6 SI9'55'54,w 17.00' L7 S6755'55"E 4.29' L8 S09'59'32 W 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, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF LOT 14, SOUTH SHORE VILLAS AT CROWN PUNTS, AS RECORDED IN PLAT BOOK 24, PAGES 65 THROUGH 66 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE ALONG THE NORTHERLY BOUNDARY OF SAID LOT 14, THE FOLLOWING TWO (2) DESCRIBED COURSES: 1) THENCE S59'59'46W 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 06746'12., AND WHOSE LONG CHORD BEARS N86'37'06'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 VILLAS AT CROWN POINTE, AS RECORDED IN PLAT BOOK 24, PAGES 65 THROUGH 66 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, 6.88 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 N76738'48'W FOR A DISTANCE OF 6.86 FEET; THENCE LEAVING THE NORTHERLY BOUNDARY OF SAID LOT 14, NO9'08'14'£ FOR 5.96 FEET; THENCE N69'55'55W FOR 6.17 FEET; THENCE N20rO4'05 "E FOR 21.00 FEET; THENCE S69'55'55 "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 PO4NTE PLAT; THENCE 519'55'54W FOR 17.00 FEET; THENCE S69'55'55"E FOR 4.29 FEET; THENCE 509'59'32W FOR 9.21 FEET, TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAIN G 230 SQUARE FEET MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. TECM -ROW MICA& A. WARD PROFESSIONAL LAND SURVEYOR LSN 5301 DATE SIGNED DEC O 5 2012 NOT VALID WITHOUT THE ORIGINAL SIGNATURE do RAISED EMBOSSED SEAL OF A FLORIDA REGISTERED PROFESSIONAL SURVEYOR AND MAPPER, THIS IS NOT A SURVEY, Puwwew• 4 NO 4444 H ✓(:1YOIp\130WYA0.W L%Sv Ynerm ! � 7wrm Nwaf fm%mb 15 M Yom" xc— R Lp ommY \Mmrr'M PROJECT: LELY ARIA STORM HATER IMPROVEIJENT PROJECT (LASIP 19B) SKETCH AND LEGAL DESCRIPTION .4 PARCEL 274TCEI: TEMPORARY CONSTRUCTION EASEMENT Feto wom Pam oma. 8NNm PREPARED FOR: COLLIER COUNTY GOVERNMENT /BOARD OF COUNTY COXMI6SIONERE Fnw »:Itao 7eu mm mAX izM597-0570 M Na: Vw J0q NUMBER I REVISION SLCTION I TOWNSHIP ?ANG£ I SCALE. DATE DRAWN Ry FILE NAME 5:1EEt 120022,00,00. 0 7 50S 26E 1" - 34' 11 15 12 R,A.K. 274TCE1 1 OF i 111 � ^�G1Si1j LEGEND P.0. - PLAT BOOK PG - PAGE P, O.B. + POIfT OF BEGINNING P.O,C, a POINT OF COMMENCEMENT D.E. . DRAINAGE EASEMENT TCE TEMPORARY CONSTRUCTION EASEMENT EXHIBIT "A" / Page 14 of 14 TRACT "K" TRACT "A" / DE p I / 24 PG. '15'6 / / TRACT "A" r -n? @4R.'Cd)*ir8 P(09MA �j NI9'59'32 "E 11 6.52'1 N69'59'11"_E 49.42'r , ?` P.O. B: P.O.C. OF N.E. LOTR CORNER 1 / 8.80' 274TCE2 43 S>= 1 ' -40' Q.E. P.B. ! 13 /• 24 PG. 66 —7 7 'I �f 14 Q; 1 TEMPORARY CONSTRUCTION EASEMENT DURATION TV �O YEARS i LEGAL DESCRIPTION — PARCEL 274TCE2 S19'59'32'W 3.31' '11"W 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 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 "A ", OF SAID SOUTH SHORE VILLAS AT CROWN POINTE. N89'59'11"E FOR 49.42 FEET, TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN. THENCE LEAVING THE SOUTHERLY BOUNDARY OF A DRAINAGE 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 COLLIER 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, S70'00'28 'E FOR 6.80 FEET: THENCE S19'59'32`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 ", SB9'59'11'W FOR 9.36 FEET, TO THE PO4NT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; CONTAINING 43 SOUARE FEET MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. TECM ROW /W4 4.'' -' i2� � DEC 0 3 2012 K HAEL A. WARD PROFESSIONAL LAND SURVEYOR LS# 5301 /DATE SIGNED NOT VALID WITHOUT THE ORIGINAL SIGNATURE do RAISED EMBOSSED SEAL OF A FLORIDA REGISTERED PROFESSIONAL SURVEYOR AND MAPPER. THIS IS NOT A SURVEY. PROJECT: LELY AREA STORY HATER IMPROVEMENT PROJECT (LASIP 19B) ` 1 s SKETCH AND LEGAL DESCRIPTION S�Tt��'c PARCEL 274TCE2: TEMPORARY CONSTRUCTION EASEMENT 6610VAW.PaA,0wNv SW*200 Nepi ". F).4" x109 PREPARED TOR CLB COUNTY COYNIEBQR OF COUNTY COY hM (�167i% T u rx91 �aie R u .!OB NUMBER I REVVSON I mcll N 1 70WNSHP I RANGE I SCALE DA?#, DRAWN RY FILE. NAUE 5HT ? 120022.00.00 0 7 SOS 26E I. - 30' 11/15/12 RAX 274TCE2 Of ��