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Agenda 02/26/2013 Item #11I2/26/2013 11.1. EXECUTIVE SUMMARY Recommendation to adopt 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.) Estimated fiscal impact: $117,000. OBJECTIVE: To obtain authority for the condemnation of the easements necessary for the construction of the "Haldeman Creek and Crown Pointe Weirs" segment of the Lely Area Stormwater Improvement Project. ( LASIP.) CONSIDERATIONS: The Board of County Commissioners has stated its concern over the extreme flooding issues during the rainy season in the East Naples area. The Lely Area Storrnwater Improvement Project has been in the design and permitting phase for 20 years. During this period, a significant amount of time and effort has been spent on the analysis of dozens of considerations resulting in LASIP's final alignment. This alignment is based on the natural overland flow of stormwater working in concert with existing wetlands as well as existing ditches and canals constructed many years ago. The majority of this final alignment is in the same location as the existing ditches and canals. LASIP will deepen and widen these existing facilities, provide new facilities, and provide the ability to drain the abundant stormwater we receive in the rainy season and retain the limited stormwater that falls in the dry season. The natural direction of sheet flow in the LASIP area is in a generally southwest direction toward the coastal zone and the headwaters of Sandhill and Rookery Bays. Nearly all of the existing conveyance ditches and public canals previously constructed within the LASIP area since the 1950's have been "designed" to convey water to the south and to the west. Nineteen years of analysis has revealed that the most viable approach to construct stormwater improvements within the area is to follow these existing conveyance alignments. Since the entire LASIP area is virtually at "build- out," any alternative alignment would have serious negative and costly real estate impacts. The only practical method for increasing stormwater discharge and alleviating flooding is to improve the capacity of the existing ditches and canals. The attached map shows the approximate location of the Haldeman Creek and Crown Pointe Weirs easement acquisition area for which this authorization is being sought. Two new weirs will be constructed, one at Crown Pointe and the other southwest of Crown Pointe, to alleviate flooding in the area during typical rainfall conditions. Construction is scheduled to commence in the second half of 2013. A technical memorandum is attached from Michael Ryan, P.E. of Atkins, the consulting engineering firm designing and permitting this portion of LASIP. By its review, concurrence and approval of this Executive Summary, the back -up documentation, and the proposed resolution, the Board will have determined that the legal descriptions, and the interest in real property specified on each legal description attached to the resolution, represent the most feasible location, and are necessary for the construction of this phase of the LASIP project. Packet Page -674- 2/26/2013 11.1. FISCAL IMPACT: The cost of acquiring these easements is estimated to be $117,000. This amount includes not just the direct cost of all easements required for construction; it also includes an estimate of severance damages to remaining properties caused as a result of the part taken to construct the project, as well as all expenses for title work, real estate appraisals, and those expenses related to condemnation when necessary, such as property owner attorney fees and expert witness fees, which the County is required to pay according to Sections 73.091 and 73.092, F.S. To the extent settlements are achieved in lieu of litigation, this figure may be reduced significantly. All such payments will be made from the Stormwater Capital Improvement Fund 325 under the Lely Area Stormwater Improvement Project, Project No. 51101. The balance of funds necessary will be programmed into the project as the multi -year acquisition effort proceeds. Source of funds is Ad Valorem taxes. The acquisition of this right -of -way will add minimal cost to the annual operating and maintenance budget. Operating and maintenance costs for the project will be considered when the construction contract is brought before the Board for approval. LEGAL CONSIDERATIONS: This item is legally sufficient for Board action, requires a duly noticed public hearing, and requires a majority vote for approval. — ERP. GROWTH MANAGEMENT IMPACT: This recommendation is consistent with the County's Growth Management Plan. RECOMMENDATION: That the Board of County Commissioners of Collier County: 1. Adopt the attached Resolution; 2. Authorize its Chairman to execute same on behalf of the Board; and 3. Authorize any budget amendments that may be necessary to implement the collective will of the Board as evidenced by the adoption of the attached Resolution and the approval of this Executive Summary. Prepared By: Robert Bosch, ROW Coordinator — Transportation Engineering. Attachments: a) Resolution with Exhibit "A"; b) Location Map; (c) Technical Memorandum from Michael Ryan, P.E.; and (d) Appraisal Reports. Packet Page -675- 2/26/2013 11.1. COLLIER COUNTY Board of County Commissioners Item Number: 11.11.1. Item Summary: Recommendation to adopt a resolution authorizing the acquisition by gift, purchase or 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.) Estimated fiscal impact: $117,000. (Margaret Bishop, Transportation Engineering Sr. Project Manager, Growth Management Division.) Meeting Date: 2/12/2013 Prepared By Name: BoschRobert Title: Right Of Way Coordinator,Transportation Engineerin 11/9/2012 3:05:26 PM Approved By Name: HendricksKevin Title: Manager - Right of Way,Transportation Engineering Date: 1/17/2013 1:45:33 PM Name: BishopMargaret Title: Project Manager, Senior,Transportation Engineering Date: 1/17/2013 1:49:58 PM Name: AhmadJay Title: Director - Transportation Engineering,Transportation Engineering & Construction Management Date: 1/17/2013 2:19:22 PM Name: LynchDiane Title: Administrative Assistant Date: 1/18/2013 11:37:50 AM Name: LynchDiane Title: Administrative Assistant Date: 1/18/2013 12:13:46 PM Packet Page -676- Name: GossardTravis Title: Superintedent - Roads & Bridges,Transportation Eng Date: 1/22/2013 3:33:04 PM Name: ShueGene Date: 1/23/2013 8:56:08 AM Name: TaylorLisa Title: Management/Budget Analyst,Transportation Administr Date: 1/23/2013 12:49:40 PM Name: MarcellaJeanne Title: Executive Secretary,Transportation Planning Date: 1/28/2013 3:44:34 PM Name: PepinEmily Title: Assistant County Attorney, CAO Litigation Date: 1/29/2013 3:57:59 PM Name: KlatzkowJeff Title: County Attorney Date: 1/30/2013 10:27:28 AM Name: UsherSusan Title: Management/Budget Analyst, Senior,Office of Manage Date: 1/31/2013 10:50:52 AM Name: OchsLeo Title: County Manager Date: 1/31/2013 3:33:41 PM Packet Page -677- 2/26/2013 11.1. 2/26/2013 11.1. RESOLUTION NO. 2013- 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. Packet Page -678- 2/26/2013 11.1. 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. 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. Condemnation Resolution Packet Page -679 - gv - 2/26/2013 11. I. 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. This Resolution, adopted on this day of , 2013, after motion, second and majority vote. ATTEST: BOARD OF COUNTY COMMISSIONERS DWIGHT E. BROCK, Clerk OF COLLIER COUNTY, FLORIDA . By: Georgia A. Hiller, Esq. Chairwoman Approved as to form and legal sufficiency: Emily R. Pepin �N ij5� j3 Assistant County Atttrney Condemnation Resolution Packet Page -680 - ...5� .. I i U V) r- H U 1 wDums do ♦/1 As 3W s3 341 LSr; _. �_�_ Z1 -— ~ a r C j I p N WO W 9 C IN -1 01 = < �gQy �n r IL � m o< OR d zqq F U ot1 ew `r/ 2/26/2013 11. 1. ' Page 1 of 14 r �06oSCNe -�� !V f Z MI J J R O J r �1 W�[d v o � J f SEE SHEET 2 FUR DE5WTMN, MOTES. AND CSRVICATHiN NOT ABOUNDARY SURy" .q r�orJ00Vr- Lay ARFJI mm W111lR ary IWWY$fi MA=r (1AW 19B) rr.x�� ORAMAM EASBMOKT AMTCH �� ne •• nrbNr�vx�wware R41 *m mo OESCraPIIGM .cam�merriwnw�urre��rw+eweRiw .• S"err. 1 OF 2 Packet Page -681- 2/26/2013 11. I. l SECTION 7,TOWNSHIPW SOUTH, RMBE26EAST EXHIBIT "N' =IJER COUNTY, FLORIDA Page 2 of 14 DESCRIPTION DRAINAGE EASEMENT PARCEL 271DE A PORTION OF LOT 7, BLOCK •O. OF KINGS LAKE UNIT NO. 3 AS RECORDED IN PLAT BOOK 13. PACE 33, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. 013NO MORE PARTICULARLY DESCRIBED AS FOLLOWS: BE ON AT THE SOUTH 1/4 CORNER OF SECTION 7. TOWNSIHP 50 SOUTH. RANGE 28 EAST; THENCE SB9'm40'W ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SEC M 7, A DISTANCE OF 89.20 FEET TO THE WESTERLY LINE OF SAID LOT 7; THENCE N2031'2O'W, ALONG SAID WESTERLY LINE, 11.74 FEET; THENCE NS9W40'E. 93.21 FEET TO THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTKIN 7: THENCE SD034II% ALONG SAID EAST LINE, 11.00 FEET TO THE POINT OF BEGINNING. SUBJECT LANDS CONTAINING 1003 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. Z CORNER MONUMENTS WERE NOT SET IN CONJUNCTION WITH THE PREPARATION OF THIS ORAWING. 3. BEARINGS SHOWN ARE ASSUMED, BASED ON THE Sam LINE OF THE SOUTHWEST QUARTER OF SEC71ON 7, SAID LINE BEARS S89W'40"WL 4. LEGAL OESCRFTION PREPARED BY AWN& 5. THIS SO:TCH NO DESCRIPTM WAS PREPARED WITHOUT THE BETNIMT OF A TITLE SEARCH. SMVE:YOR'S CERTIFICATION I HEREBY CERTIFY THAT THIS SKETCH AND DESCRIPTION MEETS THE MINIMUM TECFINICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSONAL LAND SURVEYORS IN CHAPTER S,1 -17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027. FLORIDA STATUTES. THIS SKETCH AND LEGAL DESCRIPTION NOT VALID WTNOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCFNSED SLIRVEYOR AND MAPPER. ® 2011 ATKINS NORT04 AMERICA. HNC. BU 4 RI 1 Ira-. Peter J. Mattoon I Pnofoweiand Surveyor & Mapper R"fatraUon No. 6290 Stoke of Aorido SEE SHEET 1 FOR SKETCH LELY AREA STORM •nwrownrnwctire: WATER IMO� L A SETCH ATK'�S AND DESCRIPTION amim ftasmA ooa +owQ•nowrr�� tier Packet Page -682- NOT A BOUNDARY SURVEY Mum. JWJLRR sera No o.� �• _. SFIt!ET: Z OF 2 0 10 20 40 GRAPHIC SCALE SCALE: i" = 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 DE TRACT 'A" yOr -� ell (Cl �9 2/26/2013 11.1.1 Page 3 of 14 -D-E," PER PLAT (I1 I 27 - 176 SO. FT. +/- - DRAINAGE EASEMENT S = SEC11ON T = TOWNSHIP LOT 14 OWNED BY: R = RANGE JAMES do JENNY DIMINO FOLIO / 74380000361 POINT OF BEGINNING PB = PLAT BOOK - - - PG =PAGE S SOUTH ON N P 20.80' RWN ITE N 89'59'46" E (PS. 24, PG. 65) W J J 1 L4 a C 1 23.41' _ ,o 1 Ol" fCUR;FEI RADIUS I ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE 2 TRACT "D -1' w L. C1 130,00' 3.54' S '37' " 06'46-12- W u w �b t LINE BEARING DISTANCE L 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' . - a �N r 4 POINT OF COMMENCEMENT `l SOUTH 1/4 CORNER OF l S7- T54 -R26 POINT of INrtRSECTIa +—\ _ - 287.89' _ _ _�� _ _S7, T50S, R26E 1 N 89'59'32" E \\— S18, MS, R26E SOUTH LINE OF THE SE 1/4 OF SECWN 7 SEE SHEET 2 FOR DESCRIPTION, NOTES, AND CERTIFICATION ATKINS �0°°w��T LELY AREA STORM WATER StAr� oc IMPROVEMENT PRO]ECT (tASiP 196) rAwpA. Ft ,T7mT DRAINAGE EASEMENT SKETCH A7AIM9N0RTNAAWJWA0X. mijim7 -mrs AND DESCRIPTION FLORIDA CFRYW CATEOF+AUTM01RtZArMN NUMBER 1821 Packet Page -683- TECM - ROW MAR 2 7 ?912 NOT A BOUNDARY SURVEY wwj."< A &Xni 3x"0. �Oafwlt .AMA- 0".k rAM s1IC�lAn.anz ran :. oca® x .�. 3t �. SHEET: 1 OF 2 I 4 ° LOT 15 Y . - a �N r 4 POINT OF COMMENCEMENT `l SOUTH 1/4 CORNER OF l S7- T54 -R26 POINT of INrtRSECTIa +—\ _ - 287.89' _ _ _�� _ _S7, T50S, R26E 1 N 89'59'32" E \\— S18, MS, R26E SOUTH LINE OF THE SE 1/4 OF SECWN 7 SEE SHEET 2 FOR DESCRIPTION, NOTES, AND CERTIFICATION ATKINS �0°°w��T LELY AREA STORM WATER StAr� oc IMPROVEMENT PRO]ECT (tASiP 196) rAwpA. Ft ,T7mT DRAINAGE EASEMENT SKETCH A7AIM9N0RTNAAWJWA0X. mijim7 -mrs AND DESCRIPTION FLORIDA CFRYW CATEOF+AUTM01RtZArMN NUMBER 1821 Packet Page -683- TECM - ROW MAR 2 7 ?912 NOT A BOUNDARY SURVEY wwj."< A &Xni 3x"0. �Oafwlt .AMA- 0".k rAM s1IC�lAn.anz ran :. oca® x .�. 3t �. SHEET: 1 OF 2 2/26/2013 11.1.- SECTION 7, TOWNSHIP 50 SOUTH, RANGE 26 EAST tAl-1II31 I t\ COLLIER COUNTY, FLORIDA Page 4 of 14 DESCRIPTION DRAINAGE EASEMENT PARCEL 272DE A PORTION OF 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 "D -1' OF THE AFOREMENTIONED SOUTH SHORE VILLAS AT CROWN POINTE AND SAID SOUTH LINE OF THE SOUTHEAST 1/4; THENCE NOR'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 N0959'32'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) C(URSES: 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 S88'37'08 -E; 2) N89"59'46 -E, 4.55 FEET TO THE AFOREMENTIONED WESTERLY LINE OF SAID TRACT 'D —I -; THENCE S09'S9'32 -W, ALONG SAID WESTERLY LINE, 23.41 FEET TO YHE 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 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 SOUTHEAST QUARTER OF SECTION 7, SAID LINE BEARS N89'59'32'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 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. UCEiRS DES BSS 24 RI RUED Peter J. Mattson Professional Surveyor & Mapper Registration No. 5290 State of Florida SEE SHEET 1 FOR SKETCH ATKf N 5 LSLY AREA STORM WATER swrFaa IMPROVEMENT PROJECT (LASID 198) TNPA FL 37407 DRAINAGE. EASEMENT SKETCH AWNS NORM AAI@A/CA NC 16131282" r5 AND DESCRIPTION FLORMM CCRVF+CATE aFAVrMO*CATKUV MUAWW Lee. Packet Page -684- NOT A BOUNDARY SURVEY ORIOWL; A111.OLM: IOe AO. n77em 7. of ►A1 3. �. SHEET: 2 OF 2 2/26/2013 11.1. N �j EXHIBIT "A" SKETCH AND LEGAL DESCRIPTION Page 5of14 TRACT "A" "K" F E TRACT / Lit W 9957 s I REV: S'On I SECT10k o 15 X 777 1 GATE `JRAWIV 9, 1 NAM_- GRAPx1C MALE I / L' • ai �;l i;5 NiCol 9{t9, woav� AV CHO wu woo ONVI . LEGEND O,E. P.B. / 24 PG. / P.O. : PLAT BOOK PG. PAGE L -3.54' P.O.B. . POINT OF BEGINNING R- 30.00' / P.O. C. POINT OF COMMENCEMENT 0.£. DRAJNAGE EASEMENT i e- 6'46'1 Z" CB- N86'37'061N TRACT "A" / TCE EASEMENEMPO�y CONSTRUCTION ; / 03.54' L -6.88' l 58759'4619 / R- 30.00' " P.O.B. 4.55' �— - e- 13.07'50' P.O.C. / CB- S71738'48'E N,E. CORNER C-6.56'./ OF LOT 14 12 S0759'32^W N09OB't4"E Y 20.80' 1 S70'00'28E i 8,12' t i,. S09'59'321M 13.25' 13 NW .5 W 14.31' 272TCE 347 SIF 15 i f X40' D.E. P -B. 24 PG. 66 - 14 Y; u^ 11 a1 I TEMPORARY CONSTRUCTION EASEMENT '�•° DURATION TWO YEARS I 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 66 OF THE PUBLIC RECORDS OF COWER 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 NORTHERLY BOUNDARY OF SAID LOT 14, THE FOLLOWING TWO (2) DESCRIBED COURSES: 1) THENCE SS9'59'46'W 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 06746'12 AND WHOSE LONG CHORD BEARS NB6'37'08'* 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, S09'59'32W FOR 20.80 FEET; THENCE S70'00'25 "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, N80'5t'46 W FOR 14.31 FEET; THENCE N09'OB'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 13'07'50', AND WHOSE LONG CHORD BEARS S76'38'48 "E FOR A D15TA E 4AR FEET. TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN. CONT G FEET MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD, TECM - ROW )2b Z. MICHAEL A. WARD PROFESSIONAL LAND SURVEYOR LS# 5301 DATE'SIGNED DEC I} 5 2Q12 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 STORM WATER IMPROVEMENT PROJECT (LASIP 188) SKETCH AND LEGAL DESCRIPTION 89wgq t►hw�4[ PARCEL 272TCE: TEMPORARY CONSTRUCTION EASEMENT mlovAlm Prh DO.. WN tm PRBPAREO FOR: COIJJER COUNTY GOVUSME111IT/80ARD OF COUNTY COM MIDIIE S IAA 1 FbMO 34101 q ' am) 597-0575 FAY- (9)91597-0575 Lit W 9957 .SOB N'JN9^P I REV: S'On I SECT10k I 'IDWNSHIP P.ANGL 777 1 GATE `JRAWIV 9, 1 NAM_- I SHEE' 1 or t Packet Page -685- 2/26/2013 11. I . - EXHIBIT "A" SECTION 7. TOWNSHIP 6D SOUTH, RANGE 25 EAST rage b OT 14 COLLIER COUNTY, FLORIDA 'DE' PER FLAT / 0 10 20 40 GRAPHIC SCALE SCALE: 1' . 20 TRr<cf .A.' TRACT W l- WWTH urn Or LOT 1S PLAT 8001( 24, PACE 65 •� ►�� 1 Faro ,� 743eo=3 POINT Bm j E EASEMENT' LEGEND "' ORB - OFFKVL RECORDS BOOK PG - PAGE f TRACT 'D-l' E SO.FT. - SOUARE FEET ' �o D.E. - DRAINAGE EASEMENT S - SECTION T = TO msmP R = RANGE J A; ' 'I CV we 1 t E BEARING DISTANCE N 09'59'32 E 47.63' N 88'59'11" E 8.80 L3 S 19-59-32- w 49.92' f POINT Of COMMENCEMENT SOUTH 1/4 OWU OF S7- 750 -R26 _ _ S7. TWS, R26E _ N 8959'32' E 228.51 Sib, R26E SWIH Lmr Or IM SE 1/4 OF SEC7M 7 'fECM - ROW MAR 27 2W SEE SHEET 2 FOR DESCRIPTION, NOTES, AND CER11MAT10N NOT ABOUNDARY SURVEY Msw�ormeu► owru+llJ►1CL 7oaro. M11tl4 /lTK[ 5 LILY ENT SlORN WATER ...,, rL .. DAPROVEi'MENT PRD)ECr (LASH 19B) �'"°"'° ws�e w �r�a ra ar ORAIAIAGE FASEMENT SK:TC1i �� a •1O Anow>rrnD�we pgyAR42n AND DESCRWTMN SHEET: L OF 2 wom4em 0-pip 0-0 Packet Page -686- NAGE XMENT L 206 SQ./- LOT 14 V J L LOT 15 SOUTH SfiORE MLLAS J AT CROWN POINTE we 1 t E BEARING DISTANCE N 09'59'32 E 47.63' N 88'59'11" E 8.80 L3 S 19-59-32- w 49.92' f POINT Of COMMENCEMENT SOUTH 1/4 OWU OF S7- 750 -R26 _ _ S7. TWS, R26E _ N 8959'32' E 228.51 Sib, R26E SWIH Lmr Or IM SE 1/4 OF SEC7M 7 'fECM - ROW MAR 27 2W SEE SHEET 2 FOR DESCRIPTION, NOTES, AND CER11MAT10N NOT ABOUNDARY SURVEY Msw�ormeu► owru+llJ►1CL 7oaro. M11tl4 /lTK[ 5 LILY ENT SlORN WATER ...,, rL .. DAPROVEi'MENT PRD)ECr (LASH 19B) �'"°"'° ws�e w �r�a ra ar ORAIAIAGE FASEMENT SK:TC1i �� a •1O Anow>rrnD�we pgyAR42n AND DESCRWTMN SHEET: L OF 2 wom4em 0-pip 0-0 Packet Page -686- f POINT Of COMMENCEMENT SOUTH 1/4 OWU OF S7- 750 -R26 _ _ S7. TWS, R26E _ N 8959'32' E 228.51 Sib, R26E SWIH Lmr Or IM SE 1/4 OF SEC7M 7 'fECM - ROW MAR 27 2W SEE SHEET 2 FOR DESCRIPTION, NOTES, AND CER11MAT10N NOT ABOUNDARY SURVEY Msw�ormeu► owru+llJ►1CL 7oaro. M11tl4 /lTK[ 5 LILY ENT SlORN WATER ...,, rL .. DAPROVEi'MENT PRD)ECr (LASH 19B) �'"°"'° ws�e w �r�a ra ar ORAIAIAGE FASEMENT SK:TC1i �� a •1O Anow>rrnD�we pgyAR42n AND DESCRWTMN SHEET: L OF 2 wom4em 0-pip 0-0 Packet Page -686- 2/26/2013 11.1.- EXHIBIT "A" SECTION 7, TOWNSHIP 60 SOUTH. RANGE 20 EAST COLLIER COUNTY, FLORIDA DESCRIPTION DRAINAGE EASEMENT PARCEL 273DE A PORIION CF LOT 13 OF SOUTH SHORE VILLAS AT CROWN PONTE, AS IECORM IN PUT BOOK 24, PAGE 55, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESIMBED AS FOLLOMR£ COMMENCE AT THE SOUTH 1/4 CORNER OF SECTION 7, TOWNSRIP 50 SOUTH. RANGE 26 EAST: THENCE NOSTS9'32 -E ALONG THE SOUTH LINE OF THE SOUTHEAST 1/4 OF SMD SECTION 7, 328.81 FEET TO A PONT BEING THE IMIUMCTION OF THE SOUTHERLY PROLONGATION OF THE EAST UNE OF TRACT '0-1" OF 7HE AFOREMENTIONED SOUTH SNORE VILLAS AT CROMN PONI'E AND SAID SOUTH LINE OF THE SOUTHEAST 1 /4G 1HENCE NOS - '32"8. ALONG SAD EAST LINE, 150.45 FEET 7p THE POINT OF BEGINNING rrENCE Comium NOS'J9'3YE. ALONG SAID EAST LINE. 47.63 FEET TO A PANT ON THE NORTH LINE OF SAID LOT 15; THENCE NaWW11% ALONG SAD "WIN LINE. 8.80 FEET, IHENCE Sf2'.!S'32'W, 49.52 FEET TD THE POINT OF BEGI MM SUB.ECT LANDS CONTAINING 206 SQUARE FEET, MORE OR LESS, SURVEYOR'S NOTES 1: THE SKETCH S401IN HEREON IS FOR GRAPHIC REPRESWATON ONLY AND DOES NOT REPRESENT A BOUNDARY SLMtVEY, L CORNER MONULOM MERE NOT SET N CONJUNCTION KITH 7HE PREPARATION OF THIS GRAM M 3 BEARDS SHOMN ARE ASSLIED, BASED ON 1W SOUTH NINE OF 1HE SOUTHEAST QUARTER OF SECTION 7. SAID LINE BEARS NOM'32"E. 4. LEGAL DESCRIPTION PREPARED BY ATOM S. THIS SKETCH AND DE9GMPTION WAS PREPARED Y&THIOUT NNE EIDMT OF A TITLE SEARCH. SURVEYOR'S CERTIFICATION I HEREBY CERWY THAT THIS 9GETCH AND DESCRIPTION MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA (HOARD OF PROFESSIONAL LAND WRVEYORS N CHAPTER SJ -17, fLORIOA AOMMI5TRATIVE CODE. PURSLMHT TO SECTION 472.027. f'LORDA STATUTES. THIS SKETCH AND LEGAL DESIFPTION NOT VALID MITHOUT THE SIGNNAIURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER 2011 AWNS NORTH AMERICA, INC. ENSID- BUSINESS 24 POW 1. Matbon Projm wwH Surve w a mgvw pAgwmtioe No. 6290 Stets of Florida SEE SHEET 1 FOR SKETCH f1TK1NS IWonsan LFLY AREA STORM WATER EASE siO:1CTMT AND DB�PTION Packet Page -687- NOT A BOLN40W SURVEY norm w i' ac r� 4t SIHINT: 2 OF 2 , _ FF",t LEGEND P.8. = PUT BOOK PC. = PAGE P.O.H. = POUR OF BEGINNING P.D. C.. PONT OF COMMENCEMENT 0, E. DRAWAGE CASEMENT ME = TEMPORARY CONSTRUCTION EASEMENT _ 2/26/2013 11.1. ly cn:�irir_vl TRACT "K" TRACT "A" / i D.E. P.B. / — 24 PG. 66 � I 1 / TRACT "A' 1%v @r2oo NIX Kamm-YA, 1lJC l Ax4 I LSo-AS 1 N8759'11'E \ / N89'59' 11 "E 49.42'r� \ / SIT59'32 W P.O.C. j 17.68' N.E. CORNER OF LOCT T4 273TCE 276 SF 19'59'32'E 1 N70 00'28"W 41.35' I 3,80' \,S19'59'32'W rit rl -40' D.E. P,B. 26.86' [ 13 24 PG. 66 —y 1470'09'37'W I 5.00' 14 �e 15 l � j TEMPORARY CONSTRUCTION EASEMENT ? DURATION TWO YEARS LEGAL DESCRIPTION — PARCEL 273TCE A PARCEL OF LAND LYING ON LOT 15. SOUTH SHORE WLLAS 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, COWER COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCMIG 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, N89'59'11'E FOR 9.36 FEET; THENCE LEAVING THE SOUTHERLY BOUNDARY OF SAID TRACT "A" S19'59'32"W FOR 17.68 FEET; THENCE N70'00'28 W FOR 3.80 FEET; THENCE S19'59'32W FOR 26.86 FEET; THENCE N70'09'37'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 SQUARE FEET MORE OR LESS, SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. TECM - ROW DEC 19 2012 MICHAEL A. WARD PROFESSIONAL LAND SURVEYOR LS# 5301 DATF4 SAGMED NOT VALID WITHOUT THE ORIGINAL SIGNATURE & RAISED EMBOSSED SEAL OF A FLORIDA REGISTERED PROFESSIONAL SURVEYOR AND MAPPER. THIS IS NOT A SURVEY. Packet Page -688- PROJECT LELY AREA STORX WATER IYPROYCNSN'f PROJECT (LASIP 198) F-0,101 R!W,=r&mA**ft SKETCH AND LEGAL DE5CRIP71DN PARCEL 273TCE: TEMPORARY CONSTRUCTION EASEMENT Sao IV iCw Pod Dl .ice. No PREPARED FOR& COLJM COUNTY GOVERIINW/BDARD OF COUNTY CONXISSIONSRS N9obAFwi 34100 pha ; t2Jp 007-067! FAX RM 5074576 lA No: 6952 JOB Nk)MBER REVIS ION SECTION TOWNSHIP RANGE SCALE DATE ORAWN BY FILE NAME SHEET 12 0022.00.00 D 7 SOS 26E i" 30' 11/15/12 R.A.K. 273TCE 1 OF 1 Packet Page -688- f . - 0 10 20 40 GRAPHIC SCALE SCALE; . 1" = 20 2/26/2013 11.1.- SEMO.N T, TOWMIP M SDUTH, RANGE 26 EAST EXHIBIT "A" COLLIER COUITrY, FLORIDA Page 9 of 14 LOT 11 MACT 'A' / FOLIO 1 74=000028.,1 O.E." PER PLAT i r. ri-T1 3 4r '► r ,= LIME LOT 12 J DISTANCE Lt C1 L1 LEGEND L2 N 0559 32" E 1 Pol OF 8 NIK ORB - OFFICIAL RECORDS BOOK N &9'55 55" W 4.29 DPA E � ENT PG - PAGE LOT t3 L5 ( ALA SOUTH LIE OF SQ.FT. - SCL W FEET L6 I S 09'59 32" W ! TRACT A D.E. = DRAINAGE EASEMENT LOT t♦ S - SECI= I T - TOLMMP r R ' RANKS SOUTH SHORE VILLAS r ' PB - PLAT BOCK PG - PAGE AT CROWN POINTE ' (PB. 24, PG. 65) qq P $�^ r t -0-1' RADIUS IAK tENGTHI CHORD LENM TA 7 ` TRACT !( t W LIME BEARING DISTANCE Lt S 89'59'46' W 4.55' L2 N 0559 32" E 9.21 L3 N &9'55 55" W 4.29 L4 N t9'55'54" E 10.43 L5 S M01'47" E 10.58 L6 I S 09'59 32" W 17.21 1 n { rj h POINT OF COMMENCEMENT J' SOUTH 1/4 p01KR OF PMT OF INIDTSECTION 1 ' 57- 151i --R26 — — ---� _ — 287.89' — �, _ —S7, T50S, R28E N 99'59'32" E SIB, TSDS, R25E SOpM W OF TW SE 1/4 or SECTION 7 SEE SHEET 2 FOR DESCRIPTION, NOTES, AND CERTIFICATION TKI' N S warMUOrseou� w Af STORM MIATfiR rurtri°e NiPMOVll�NT1AWlC'f�A9NPi4Ntl tanrtn aa► ORAt pRAfaL�D �na�wo�.rewRSare as�snas FLOWA Crel tlP�T [OFAlI1110IV+.fl01'llNAitt/7� Packet Page -689- TEC M - ROW MAR 2 7 2012 NOT A6WNDM sMVFP erree� .dam Tern �rrm rwrewr UWAM ".. ( 00=0 Mt rj h POINT OF COMMENCEMENT J' SOUTH 1/4 p01KR OF PMT OF INIDTSECTION 1 ' 57- 151i --R26 — — ---� _ — 287.89' — �, _ —S7, T50S, R28E N 99'59'32" E SIB, TSDS, R25E SOpM W OF TW SE 1/4 or SECTION 7 SEE SHEET 2 FOR DESCRIPTION, NOTES, AND CERTIFICATION TKI' N S warMUOrseou� w Af STORM MIATfiR rurtri°e NiPMOVll�NT1AWlC'f�A9NPi4Ntl tanrtn aa► ORAt pRAfaL�D �na�wo�.rewRSare as�snas FLOWA Crel tlP�T [OFAlI1110IV+.fl01'llNAitt/7� Packet Page -689- TEC M - ROW MAR 2 7 2012 NOT A6WNDM sMVFP erree� .dam Tern �rrm rwrewr UWAM ".. ( 00=0 Mt 2/26/2013 111 SE=ON 7. TONMNSHIP 50 SOUTH, RAHM 28 EAST EXHIBIT "A" COLDER COUNTY, FLORIDA Page 10 of 14 DESCRIPTION DRAINAGE EASEMENT PARCEL 274OE1 A PORTION OF TRACT 'A' OF SOUTH SNORE VILLAS AT CROWN POINTS, RECORDED IN PLAT BOOK 24, PACE S5, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLCMA, BEING MORE PART1Q"V.Y DESCRIOEL AS FOLLOWS: COMMENCE AT THE SOUTH 1/4 CORNER OF SECTION 7, TOWNSHIP 50 SOUTH, RANGE 26 EAST; THENCE NB9`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 'D—T' OF THE AFOREMENTIONED SOUTH SHORE VILLAS AT CROWN POINTE AND SAID SOUTH LINE OF THE SOUTHEAST 1/4; THENCE NO9'S9'32'E, ALONG SAID WEST LINE OF TRACT 'D -1', 198.12 FEET 70 THE SOUTH LINE OF SAID TRACT 'A' AND THE POINT OF BEGINNING; THENCE ALONG SAD SOUTH LINE OF TRACT 'A' THE FCLLONNG TWO (2) COLRfSES 1) S59W'4CW, 4.55 FEET; 2) NORTHWESTERLY ALONG A CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 30.00 FEET. AN ARC LENGTH OF 3.54 FEET; A DEJ.TA ANGLE OF 06'46'12-, A CHORD LENGTH OF 3.54 FILET, AND A CHORD BEARING OF NOB37.08 -W 70 A POINT OF NON TANGENCY; THENCE NO939'32 -E, 8.21 FEET; THENCE N59W55 -W, 4.29 FEET. THENCE 1119135'54'E. 10.43 FEET TO THE AFOREMENTIONED WESTERLY LINE OF AREA IDENTIFIED AS TRACT 'D.E.' LOCATED IN THE SW CORNER OF SAID TRACT -A -; THENCE ALONG SAID WESTERLY LINE OF TRACT -D.E.' THE FOLLOWING TWO (2) COURSES: 1) S70101'47'E, 1Q35 FEET; 2) 50939'32 -W, 17.21 TO THE POINT OF BEGINNING. SUBJECT LANDS CONTAINING 154 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 PATH THE PREPARATION OF THIS DRAWING. 3. BEARINGS SHOWN ARE ASSUMED. BASED ON THE SOUTH LIE OF THE SOUTHEAST QUARTER OF SECTION 7, SAID LINE KARS N69`39'32 -E 4. LEGAL DESCRIPTION PREPARED BY ATKINS. 5. THIS SKETCH AND DESCRIPTION WAS PREPARED WITHOUT THE BENEETT OF A TITLE SEARCH. I HEREBY CERTIFY THAT THIS SIMTCH AND DESORPTION W075 THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEVORS IN CHAPTER 5J—T7, FLORIDA AMOnTRATIVE CODE, PURSUANT TO SECTION 472027, FLORIDA STATUTES. THIS SKETCH AND LEGAL DESLTRPTION NOT VALID WITHOUT THE SIGNAIM AND 1HE ONOINAL RAISED SEAL OF A FLORIDA LICENSE) SURVEYOR AND MAPPER. ®LI MBI�IESS NORTH INC. Peter J. Mattson Protaatanal Surveyor & Mapper Regletration No. 6290 State of Florida SEE SHEET 1 FOR SKETCH �� +oa.wio+acarr LELY AREA RO)ffC WATER eurrir o INPROVBEM PROi7EGT SIP 195) enaesewann+eaeeI �� DRABMAOEE EASEMENT SIERCH noMMOer AND DESCRIPTION Packet Page -690- NOT A BOUNDARY SUBVEr Boom jELILA i mein ewam� low yr tleeiyA� oeaun �, 2+ Y AM .. 7 SHEET. 2 OF 2 -- --- 2/26/201311.1. SECTION 7, TOWNSHIP 80 SOUTH, RANGE 25 EAST COWER COUNTY, FLORIDA *DE' PER PLAT OWCD SOUTH SF MU AS POA FOUO # 74380000021B 0 10 20 40 =PARCEL GRAPHIC SCALE SCALE. 1' - 20 EXHIBIT W' Page 11 of 14 TRACT lie / i-- SOUTH LNE OF TRAC[ A r/ W / / LINE ' POINT OF BEGINNING /•/ 3L-5 N 09'59 32" E 1 3.10' DRAINAGE EASEMENT S 89'42'57 E LOT 14 / L3 S 89'59' 11 " W 8.80 4AT H SHORE VILLAS ' DRAIKAGEEASENHITSKETCH 1 LOT T5 wW CROW N POINTE ' ; PLAT BOOK 24, PACE 65 SNEET: I OF 2 1 � �m LEGEND ORB - OFFICIAL RECORDS BOOK / if PG m PACE f TRACT 'D-1' SQ.FT. • SQUARE FEET D.E. = DRAINAGE EASEMENT S - SECTION ! T = TONIHSH6' )� c R = RANGE f _ " 1b hw 4 P ,r � b 1 }yaa r/ W / / LINE BEARING I DISTANCE L1 N 09'59 32" E 1 3.10' L2 S 89'42'57 E 8.81' L3 S 89'59' 11 " W 8.80 POINT OF COMMENCEMENT SOUTH 1/4 CORNER OF 4, S7— T50—R26 POINT OF NTERSECAON S71 T50S. R26E N 89'59'32" E 328.51 _ - SIB, T5OS, R26E - _ SOUK LINE OF THE SE 1/4 OF SECTION 7 TE:CM - ROW SEP 2 1 2012 SEE SHEET 2 FOR DESCRIPTION, NOTES, AND CERTIFICATION NOT A BOUNDARY SURVEY ° m LMY MEA SMN WATIM �= rmme I\TKlNS iNPROVEMENT:P =mr (LASIP 198) iwnn m mm amp .y DRAIKAGEEASENHITSKETCH sQ�ne wW AnaowwrNA�arwrc P+s�t AND DESCIUPIION ; �ppp� may, M ^n4m SNEET: I OF 2 Packet Page -691- 2/26/2013 11. I. SECTION 7J TOWNSHIP 50 SOUTH, RANGE: 26 EAST COLLIER COUNTY, FLORIDA EXHIBIT "A" Page 12 of 14 DESCRIPTION DRAINAGE EASEMENT PARCEL 274DE2 A PORTION OF TRACT 'A' OF SOU114 SHORE VILLAS AT MW POINTS. QED IN PLAT BOOK 24, PAGE 65, OF THE PUBLIC RECORDS OF COLLIER COUNTY FLORIDA. KING MORE PARTIOtN.ARLY DE5CR18ED AS FOLLOWS COMMENCE AT THE SOUTH 1/4 CORNER OF SECTION 7. TONNSHIP 50 SOUTH, RANGE 26 -EAST: THENCE N69- A'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 SOUTHERLY PROLONGATION OF THE EAST LINE OF TRACT 'D-1' OF THE AFOREMENTIONED SOUTH SHORE VILLAS AT CROWN POINTE AND SAID SOUTH LINE OF THE SOUTHEAST 1/4; MOM MM-32 -E ALONG SAID EAST LINE. 19NA12 FEET TO THE SOUTH LINE OF TRACT A OF SAID SOUTH SHORE viU.AS AT CROWN POINTE AND THE POINT OF SEGINNNG: THENCE CONTINUE N08'StT'32'E, ALONG SAID EAST LINE: 3,10 FEET; THENCE S69 '421M &III FEET TO A POINT ON SAID SOUTH LINE OF TRACT A, THENCE S59'S9'11'W ALONG SAID SOUTH LINE. B.aC FEET TO THE POINT OF BEGINNING. SUBJECT LANDS CONTAINING 13 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 AN CONJUNCTION MTN THE PREPARATION OF THIS DRAWING 3. BEARINGS SHOIIN ARE ASSUMED, BASED ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 7. SAID LINE BEARS N08S9'32'E. 4. I =& DESCRIPTION PREPARED BY ATKINS, 5. THIS SKETCH AND DESCRIPTION WAS PREPARED WITHOUT THE BETIEFIT OF A 711LE SEARCH. SURVEYOR'S CERTIFICATION I HEREBY CERTIFY THAT THIS SKETCH AND DESORPTION MEETS THE MWYWM TECIWICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER & 17, FLORIDA ADMINISTRATIVE CODE, PURSUANT 70 SECTION 472027, FLORIDA STATUTES THIS SKETCH AND LEGAL DESCRIPTION NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, Q2012 ATKINS NORTH AMERICA. INC. LICENSED BUSINESS 24 Pster JL Itattsm Prcfeaelonal Surveyor do Mapper Repletration No, 6280 State of Florida SEE SHEET 1 FOR SKETCH NOT A BOUNDARY SURVEY ATKINS �°°°"` LET.Y AREASTORN WATER 10tl1� W"m IMPROVEMENT P=wr RASD►19B) tnae,r.:n ,+ A '•� DRAUtAGC EASEMEINTSKETM '•�•• « •� PLOR11 maeAUeA aeac rorrefasm�mm ro AND DESCRVIM mus •'• • W SWIFT: 2OF2. Packet Page -692- .,�ti•<A 2/26/2013 11.1. FYHIRIT "A" CURVE TABLE CURVE LENGTH RADIUS DELTA I CHORD BEARING CHORD Cl 3.54' 30.00' 6'46'12' N88'37'08"W 6,17 C2 6.86' 30.00' 13'07'50" N76'36'48'W 6.86' �- — TRACT "A° --- --. 7J % @GJ %Ufl WaILLU �4\`G C�L30� L°�QGGl�r1"�e LEGEND P.B. - PLAT BOOK �— PG. - PACE P.O.B. - POINT OF Bum mm P.O.C. - PONT OF COMMENCEMENT O.E. — DRAINAGE EASEMEMT 274TCE1 / D.E. P.B. / 24 PG. 66� TRACT "A" P.Q.C. N.E. CORNER OF LOT 14 i LI r t I U �- i '' -40- D.E. P.B. TEMPORARY CONSTRUCTION EASEMENT 2a Pc. 66 DURATION TWO YEARS Ir LEGAL DESCRIPTION — PARCEL 274TCE1 LINE TABLE LINE BEARING LENGTH LI S89'59'46W 4.54' L2 WWO8'14"E 5.98' L3 N69'55'55W 6,17 1.4 N2(r04'05 "E 21.00' L5 S69'55'55'E 8.20' L6 SI9'55'54*W 17.00' L7 S69'55'55"E 429' L8 SW 59'32 W R.A.K. 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 COWER COUNTY, FLORIDA, LYING IN SECTION 7, TOWNSHIP 50 SOUTH, RANGE 26 EAST, COLDER 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 NORTHERLY BOUNDARY OF SAID LOT 14, THE FOLLOWING TWO (2) DESCRIBED COURSES: 1) THENCE S59- 59.45W 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 N66'37'06"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 N76'38'48 W FOR A DISTANCE OF 6.86 FEET: THENCE LEAVING THE NORTHERLY BOUNDARY OF SAID LOT 14. N09.08'14'E FOR 5.98 FEET; THENCE N69'55'55W FOR 6.17 FEET; THENCE N20rD4'05'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 POINTE PLAT; THENCE S19'55'541Y FOR 17.00 FEET; THENCE S69'55'55'E FOR 4.29 FEET; THENCE S09'59'32 W 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. s 2 T ECM - ROW /I 5 r q 2012 1!1 M 30 A. WARD PROFESSIONAL LAND SURVEYOR LSN 51 DATE SIGNED DEC D NOT VAUD WITHOUT THE ORIGINAL SIGNATURE do RAISED EMBOSSED SEAL OF A FLORIDA REGISTERED PROFESSIONAL SURVEYOR AND MAPPER, THIS IS NOT A SURVEY. G 4 "it *0 )" WAMIAlimpalm f YYaw1s" 9+".Mq !"l %" ' P,ti1"M" 3/�"M IwWY \ilw„ lbinl { iv�llw\lTfiC[liw PROJECT: LELY AREA STORM HATER IMPROVEMENT PROJECT (LISIP I9B) vr.rrm SKETCH AND LEGAL DESCRIPTION s PARCEL 274TCEI: TEMPORARY CONSTRUCTION BASEMENT li4o NUN" Pnx&I". awl. ��M�ilrE PREPARED TOR CM.USR COUNTY GITY Wffl NT1WM O7 COUNTY COIp MONERB Ngin, Ronde ]4109 Ph—: M,, MY-4575 FAXOMbol-OM 46 N.; OW JO9 NUMBER I REAISION SECTION TOWNSHIP PAN CE 5CA1.£ DATE DRAWN R FILE NAME SHEF? 120022.00.00 0 I 7 50S 26E i " 30' 11/15/12 R.A.K. 274TCE1 1 OF 1 Packet Page -693- r�i'1►P,n LEGEND P.B. = PLAT BOOK PG. = PACE P 0 B. = POINT OF BEGINNING P.O.C. POINT OF COMMENCEMENT D.E. DRAINAGE EASEMENT TCE TEMPORARY CONSTRUCTION EASEMENT 2/26/2013 11.1. EXHIBIT "A" Page 14 of 14 TRACT "K" f TRACT "A" / I / D.E. P.B. I -- ---+`I 24 PG. 5fi� I / r / TRACT "A" )MOU J A � rin (0) Q, lid W0I10 e1 rAl? @4E@WH °a01 [1 NA Mp& WI "I. wom / S70. 00'28 "E N19'59.32'E / B.eD' 6 274TCE2 NIST59.111 49.42' 43 SF P.O.C. P.O.B:' ^3.31' N. COORRNER S89'59'11'W OF � 9.36' fx-40' D.E, P.B. 13 24 PG. 66 1 14 15 U•— j i TEMPORARY CONSTRUCTION EASEMENT DURATION TWO YEARS ' LEGAL DESCRIPTION — PARCEL 274TCE2 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 86 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, NOT591 i "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 8.80 FEET: THENCE 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'T1'W FOR 9.36 FEET. TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; CONTAINING 43 SOUARE FEET MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. TECM - ROW UvL/y(j�` / fZ/z DEC 0 3 202 MK: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 STORM TTATER IMPROVEMENT PROJECT (LASIP 198) (J � v�.rtrrm SKETCH AND LEGAL DESCRIPTION i�7`le�r PARCEL 274TCE2: TEMPORARY CONSTRUCPLDN EASEMENT vmwPokDt". SUN* x00 PREPARED FDR CDUIER COUNTY GOYMMENT/BUM OF COUNTY COMM0011M pho 2InoINWP axiFAi WO)507- l IS No.: MR -'CA NUMBER I RrV)S'IDN SF,7110N TOWNSHIP RANGE _ SCALE OATS DRAWN WE FILE NAME S!tEr" 120022.00.00 0 7 50S 26E 1" - 30' 111/15/12 RAAC 274TCE2 I 1 Or 1 Packet Page -694- 2/26/2013 11.1. Packet Page -695- 2/26/2013 11.1. ATr% IN MEMORANDUM Date: February 13, 2013 To: Margaret Bishop, P.E. From: Michael Ryan, P.E. Subject: Condemnation Resolution for Haldeman Creek and Crown Pointe Weirs Lely Area Stormwater Improvement Project (LASIP) No. 51101 A. Introduction - Lely Area Stormwater Improvement Proiect At an upcoming meeting, the Collier County Board of County Commissioners will consider the adoption of a Condemnation Resolution for the property interests necessary to construct the Haldeman Creek and Crown Pointe weirs in the Lely Area Stormwater Improvement Project (LASIP). This memorandum provides information that will assist the board with their decision concerning adoption of this resolution. When completed, the LASIP system will provide a comprehensive stormwater collection and transmission system for an area of East Naples, formerly known as Water Management District #6, which has historically experienced significant stormwater - related issues. The entire LASIP includes approximately 11,135 acres. The ultimate discharge points of the LASIP are the Lely Canal and the Lely Manor Canal. The Lely Canal discharges into an estuarine coastal zone along the intercoastal waterway near Dollar Bay. The Lely Manor Canal culminates near the headwaters of Sandhill Bay and discharges into Rookery Bay. Increased development has not only impacted flooding levels, but also the water quality of both the system itself and the discharging water bodies. Although water quality is currently good, it is expected to deteriorate over time unless improvements are made to the water management system. Please note that background information concerning the overall LASIP project has been provided by Agnoli, Barber & Brundage, Inc. 1514 Broadway, Suite 203, Fort Myers, FL 33901 Phone: 239.334.7275 Fax: 239.334.7277 Packet Page -696- 2/26/2013 11.1. B. Description of Proiect The Haldeman Creek and Crown Pointe Weirs portion of LASIP focuses mainly on the section of Haldeman Creek southwest of the Crown Pointe Development. Improvements are proposed to the existing drainage swale southwest of the development and to the existing weir and swale located within the development in order to improve the flow of stormwater and reduce the potential of flooding properties in the vicinity. The majority of stormwater is collected in the Crown Pointe lake and is retained until the water elevation can crest the existing Crown Pointe Weir. Once the water crests the weir, it is transmitted south via a closed drainage system and then transmitted west via an open swale. Project improvements include replacing the existing Crown Pointe weir with a new weir structure equipped with sluice gates. These sluice gates can be opened to lower the pond level in advance of an approaching rainfall event in order to avoid flooding of neighboring residential facilities. Improvements to the existing drainage swale are necessary to promote positive drainage of the increased flow. Additional improvements include the installation of another weir structure at the western end of the project limits in order to direct flow south within an existing canal. The entire system is gravity controlled and will require no extraordinary maintenance. Access to all of the features is available should future repairs be needed. The most direct route with the most minimal impacts to property owners and the environment has been selected. In addition, the proposed layout utilizes existing right -of -way whenever possible. C. Easement Requirements A few easements are required across the parcels indicated on the exhibits for the purpose of constructing the current segment of the LASIP project. These easements are critical for 2 1514 Broadway, Suite 203, Fort Myers, FL 33901 Phone: 239.334.7275 Fax: 239.334.7277 Packet Page -697- 2/26/2013 11.1. not only the construction of the improvements, but also the maintenance of the system once complete. The proposed easements are necessary based on an evaluation of the following criteria: Alternate Routes The proposed location of the weirs and stormwater conveyance swales is resultant of improvements to the pre - existing weir and swale. The general conceptual alignment was prepared by Agnoli, Barber & Brundage, Inc for the permitting agencies and is presented in the attached Conceptual Permit Application for Region 4 of LASIP. Three factors controlling the proposed location of each weir were the weir control elevations (i.e. required height of the weir), required weir length, and the existing topography. For the Crown Pointe weir, Atkins analyzed replacing the existing weir in -kind. However, based on the existing topography, that location is not physically and structurally feasible. As a result, Atkins proposes to shift the structure to the south to avoid catastrophic failure. For the Haldeman Creek weir, Atkins analyzed multiple locations along the swale, all of which required easement acquisition. The final design location will require the least amount of easement acquisition. The currently proposed location of the easements for the swales and weirs poses the most public benefit with the least environmental impacts and at a minimum of cost. 2. Safety Factors The proposed LASIP improvements for the Haldeman Creek and Crown Pointe weirs will provide needed additional stormwater runoff capacity for the basin and will reduce the risk of flooding for the surrounding communities. 1514 Broadway, Suite 203, Fort Myers, FL 33901 Phone: 239.334.7275 Fax: 239.334.7277 Packet Page -698- 2/26/2013 11.1. 3. Long -Range Planning Factors The LASIP improvements, including the current segment, are all part of a countywide initiative to advance the level of service for flooding in the Lely Area. The improvements are meant to help promote sustainable development in the surrounding communities by increasing the functionality of the County Stormwater System and improving safety for County residents. 4. Environmental Factors The entire LASIP system has been designed to limit the amount of environmental disturbance as much as possible. Wherever feasible, existing stormwater features have been utilized to preserve native habitats. The current segment of the project does not impact wetland areas or upland habitats 5. Costs The costs of the LASIP improvements, including the current segment of the project, have been carefully considered, especially in the present financial climate. The intent from the beginning of the project was to maximize the benefits to the community at a minimum of expense to the County. Each feature of the system has been evaluated based on its value to the overall improvements to the stormwater scheme versus its impact to the final cost of the project. We anticipate that the construction of the Haldeman Creek and Crown Pointe weirs will take place during fiscal years 2013 and 2014. This project is necessary for the above - stated reasons and will benefit the public by improving the drainage for the area. Thank you for your consideration. EI 1514 Broadway, Suite 203, Fort Myers, FL 33901 Phone: 239.334.7275 Fax: 239.334.7277 Packet Page -699- l CONCEPTUAL PERMIT APPLICATION LELY AREA STORM WATER IMPROVEMENT PROJECT LELY CANAL AND LELY MANOR BASINS REGION 4 NAPLES, FLORIDA Prepared for: COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS Naples, Florida Prepared by: AGNOLI, BARBER & BRUNDAGE, INC Naples, Florida Revision 3 September 2001 ABB Project 7599 (Based in part upon materials previously prepared by Law Engineering and Environmental Services, Inc) K:17599 Lely Outfall BasinlCorrespondenceslDocumenlsUBB RAI Responses Rev 3 9- 20011Region 414014170310.Region4.doc Packet Page -700- 2/26/2013 1 1. I. • LASIP ERP Application, Revision 3, Region 4 REGION 4 LELY CANAL BRANCH K:17599 Lely Ouyall Basin lCorrespondenceslDocumentsUBB RAI Responses Rev 3 9- 20011Region 4W014170310.Region4.doc Packet Page -701- 2/26/2013 11.1. September 2001 A u m LASIP ERP Application, Revision 3, Region 4 TABLE OF CONTENTS REGION 4 — LELY CANAL BRANCH 2/26/2013 11.1. September 2001 Page 4.1 INTRODUCTION ............................................................................... ............................... 4 -1 4.2 EXISTING CONDITIONS ................................................................. ............................... 4 -1 4.3 EVALUATION OF ALTERNATIVES .............................................. ............................... 4-4 4.3.1 Proposed Plan — The Branch South of Davis Boulevard ....... ............................... 4-4 4.3.2 Proposed Plan — North of Davis Boulevard and East of Santa Barbara Boulevard............................................................................... ............................... 4-6 4.4 IMPACTS ........................................................................................... ............................... 4 -8 LIST OF APPENDICES A: SOIL AND SEASONAL HIGH GROUND -WATER TABLE ELEVATION DATA B: HYDROLOGIC/HYDRAULIC ANALYSIS C: WATER QUALITY DISCUSSION D: CONSTRUCTION TECHNIQUES AND SCHEDULE E: DRAWDOWN DISCUSSION F: CONCEPTUAL AND PHASE ONE CONSTRUCTION PLANS G: ENVIRONMENTAL IMPACTS AND PROPOSED MITIGATION PLANS i Packet Page -702- 2/26/2013 1 1.1. LASIP September 2001 ERP Application, Revision 3, Region 4 REGION 4' LELY CANAL BRANCH 4.1 INTRODUCTION Collier County is requesting an overall conceptual Environmental Resource Permit (ERP) and a construction and operation permit for Phase I of a storm -water management system project known as the Lely Area Storm Water Improvement Project ( LASIP). These improvements will be made in the Lely Main Canal, Lely Branch, and Lely Manor drainage basins located in Naples, Florida. Phase One consists of improvements to the Lely Main Canal from US41 to Rattlesnake Hammock Road (Region 2), the Lely Branch Canal located north of Rattlesnake Hammock Road (Regions 2 and 4) and the Lely Manor Main Canal eastern outfall (Region 5 east). Development pressures within these two basins (aka, Water Management District #6) have created a critical need for a primary storm -water management outfall system to address the current issues and those expected to arise. The term "primary storm -water management outfall system" is important to understanding the objectives of this application. A primary outfall system is designed to receive flows from developments along the route. It is the responsibility of the designer of each of these developments to meet current South Florida Water Management District (SFWMD) and Collier County rules for water quality and quantity discharges. For purposes of permitting LASIP is divided into seven regions grouped according to land use and hydrology (Figure 1.3). Regions 1 through 3 constitute the Lely Main Canal Basin, Region 4 is a tributary to the Lely Canal Basin named the Lely Branch, and Regions 5 through 7 are divisions of the Lely Manor Basin. This chapter of the application addresses Region 4. 4.2 EXISTING CONDITIONS Description - This region is located in Sections 18, 8, 6, 5 and 4. The fourth region can be divided into two segments: 1. The developed and undeveloped area north of Davis Boulevard and south of Radio Road. This area extends from FP &L right -of -way in Section 6 to east of Santa Barbara Boulevard where Radio Road and Davis Boulevard merge. 4-1 Packet Page -703- LASIP ERP Application, Revision 3, Region 4 2/26/2013 1 1. I. September 2001 2. The area south of Davis Boulevard, including the Crown Pointe development, which includes Loch Louise, a lake. This portion of Region 4 also includes Queens Park, located to the west of the FP &L right -of -way and the Branch Canal located north of Rattlesnake Hammock Road. The Branch Canal joins the main canal 500 feet downstream of the Rattlesnake Hammock box culvert. The area of this region is approximately 2,147 acres. Topography. Ground Water and Soils — Based on SFWMD /WMD #6 Aerials with contours, and topographic surveys, the ground surface varies from elevations 9.5 to 10.5 north of Davis Boulevard to 5 at the Rattlesnake Hammock Box culvert. The soils in this region, for the most part, have been disturbed or are impacted by fill for use in the developments. The original soils are predominantly Pineda and Boca fine sands and Holopaw fine sand around Loch Louise. The description for Pineda is typical. "The permeability of this soil is slow. The available water capacity is low. In most years, under natural conditions, the seasonal high water table is within 12 inches of the surface for 3 to 6 months. In other months, the water table is below 12 inches and recedes to a depth of more than 40 inches during extended dry periods. During periods of high rainfall, the soil is covered by shallow, slowly moving water for periods of about 7 to 30 days." The soils map in Appendix A give soil types for this region. The descriptions for the soil types are also provided in Appendix A, along with additional data about the water table elevations. Environmental — Except for two undeveloped areas, one located north of Davis and Crown Pointe and the other east of Loch Louise, land use in this region is residential, roads and open water. Wetland delineations and wildlife and habitat surveys were not performed for this conceptual permit application, but they will be done as part of the final design and permitting for construction. Refer to the conceptual plans for land use data. Hydrology - The areas north of Davis Boulevard drain to a constructed canal on the north side of the roadway and exit the basin to the west. Until September of 2001, the canal was not continuous because one portion had not been constructed. Currently, storm water from the largely undeveloped area east of Santa Barbara Boulevard enters the canal via a series of culverts and disjointed segments of existing ditches. 4 -2 Packet Page -704- • -0 2/26/2013 11.1. LA SIP September 2001 ERP Application, Revision 3, Region 4 A triple box culvert (LCB -01 -SO 146) has been constructed at the west end of the canal to convey flow from the areas to the north. The culvert has two of the three barrels bulkheaded and discharges through the Crown Pointe subdivision and into Lely Canal Branch. Because this region is either undeveloped or newly developed, storm water is or will be managed in accordance with the requirements of the SFWMD. Future development will also be required to comply with SFWMD storm -water discharge regulations. Storm -water discharge from the Crown Pointe subdivision is retained on site for events up to the 25 -year, 3-day event. A smaller 36 -inch culvert located near the Section 5 line provides an outlet for flows to pass into the County Barn drainage (Region 3). Loch Louise, which is the downstream portion of Crown Pointe, provides storage for lowering flood peaks. Downstream of Loch Louise, an undersized ditch from Riviera carries runoff into the Branch. The Branch Canal between Loch Louise and Rattlesnake Hammock Road Box culvert has a small cross- section and a narrow easement in some areas. Although one section has been improved, this segment limits the system's ability to provide flood relief. The culvert beneath Rattlesnake Hammock was recently replaced with one of adequate size. Under present conditions, outflow from Loch Louise enters the Haldeman Creek Basin to the west via an existing channel or flows to the south in the Lely Branch to the Lely Main Canal south of Rattlesnake Hammock Road. There are no structures to control the flow division at this time. A computer model was developed to simulate existing condition hydrology for a 25 -year, 72 -hour storm event. A summary of flow rates and flood elevations predicted by the model are tabulated below. For more information about hydrology and the model, refer to Appendix B. Location Flow cfs Stage feet NGVD Rattlesnake Hammock Box culvert 349 7 Davis Boulevard Culvert 24 11.3 Santa Barbara 44 11.3 Flood Problems — Areas north of Davis Boulevard have a history of flooding because the canal between Section 5 and Davis Boulevard was not continuous. Also, the bulkhead in the box culvert beneath Davis Boulevard and leading to Crown Pointe causes backwater. Flood levels measured during the storm named Jerry (a recent storm event approximately equal to the 25 -year, 72 -hour 4 -3 Packet Page -705- A 2/26/2013 11. 1. LA SIP September 2001 ERP Application, Revision 3, Region 4 storm) were 1.5 feet above ground surface north of Davis Boulevard. Near Loch Louise, water levels were 1.1 above ground surface during this event. Finally, flood elevations were 2 feet above ground surface in the area just upstream of Rattlesnake Hammock Road during this storm. For additional information about the hydrology/hydraulics of this region, refer to Appendix B. Water Quality — The newer developments north of Davis Boulevard and Crown Pointe have adequate storm -water quality treatment. The rest along the branch from Loch Louis to Rattlesnake Hammock Road are older developments and don't have adequate treatment. Refer to Appendix C for an overview of water quality. 4.3 EVALUATION OF ALTERNATIVES Objectives and Issues — The project objective in this region is to provide an adequate outlet for existing and future developments in this region. Alternatives — Much of the existing system in this region that is in place north of Loch Louise is adequate and will be incorporated into the proposed systems. The segment that limits flows are the canal between Loch Louise and Rattlesnake Hammock Road, the blocked culvert beneath Davis Boulevard and the unexcavated canal upstream of the culvert. No practical alternatives to canal improvements are available due to very limited easements. Alternative Selection — No other alternatives were considered in this region. 4.3.1 Proposed Plan - The Branch South of Davis Boulevard Description - The capacity of Lely Branch Canal from the confluence with the Main Canal approximately 400 feet downstream of Rattlesnake Hammock Road to Loch Louise (LCB -01- 00005 through LCB- 01- C0025) will be increased by enlarging the existing cross - section. The proposed improvements to these canal sections are included in the first phase of construction. The improvements to one section, LCB- O1 -COO 13, have been recently completed. Refer to the phase one construction plans for drawings of this segment. 4-4 Packet Page -706- _40 2/26/2013 11.1. LASIP September 2001 ERP Application, Revision 3, Region 4 A channel (LCB- 10 -00005 through LCB- 10- 00025) along the north side of Riviera also extends from the outlet of Loch Louise east to County Barn Road. This channel is steep sided and is very close to the rear of existing homes along the north side of Charlemagne Boulevard. The County has installed a flow blockage at County Barn Road to prevent flow from the roadside ditch discharging toward the Loch Louise outlet because the Riviera ditch could not carry the additional flow. The proposed system includes replacing the existing channel with a pipeline to collect runoff and discharge into the branch canal (LCB- 10 -CO005 through LCB- 10- C0025). A water control structure (HCB- 00- SO220) will allow for overflow, under design storm conditions, to be directed into the Haldeman Creek Basin to the west. This proposed structure has a control elevation of 4.5 feet and is equipped with an emergency flood gate (refer to the conceptual plans for details). The proposed plan in this area also includes construction of a box culvert in the Lely Branch in the east -west canal immediately downstream from Loch Louise (LCB- 01- SO112). This structure is needed for right -of -way access by Florida Power and Light to property south of the canal. A profile of the reach is given in the conceptual plans. Water levels in Loch Louise are controlled by a weir structure (LCB- OI -SO 130) at the outlet at the southern end of this lake. A weir notch is included in this structure to allow the water level to recede, thus creating more storage for the next storm event. Discharges from Loch Louise flow into a short channel and through two existing 84 -inch diameter culverts (LCB-O 1 -SO 120). The existing weir structure at the outlet to Loch Louise will be modified within the plan. The proposed weir crest elevation is to be at elevation 5.75 feet with a control elevation of 5.5 feet. Flood gates will be installed but the existing culverts downstream will not be modified. The culverts discharge into a channel and water flows to the west. Downstream from Davis Boulevard, water flows through the Crown Pointe system, which consists of a series of small lakes, two crossings with double 84 -inch diameter culverts, and Loch Louise. Ground Water — No change from existing except that new developments within the area will be required to meet SFWMD and. County rules for storm water management and the County plans to re- establish the lines and grades (through maintenance activities) of existing swales within the 4 -5 Packet Page -707- 2/26/2013 1 1.1. LASIF September 2001 ERP Application, Revision 3, Region 4 older developments in the Region such as the Naples South subdivision. The improved swales will AW provide additional treatment volume over the current condition. Water Quality — No change from existing except future developments will meet SFWMD and County rules for storm -water management. Hydrology - Three undeveloped areas in this region will be developed as residential /commercial lands in the future. • The area north of Davis Boulevard and east of Santa Barbara; • The area north of Crown Pointe and Davis Boulevard, and • The area to the east of Loch Louise. These future developments will have storm -water systems that meet SFWMD and County rules. A computer model was developed to simulate future condition hydrology for a 25 -year, 72 -hour storm event. Future condition hydrology accounted for future land use changes. These developments will have to meet SFWMD and County requirements, which were accounted for in the model. A summary of flow rates and flood elevations predicted by the model are presented below. For more information about hydrology and the model, refer to Appendix B. Location Existing Prop osed Flow Stage Flow Stage Rattlesnake- Hammock Box Culvert 349 7.0 381 5.8 Loch Louise 122 7.9 168 7.0 4.3.2 Proposed Plan - North of Davis Boulevard and East of Santa Barbara Boulevard Description - The plan proposed for the area north of Davis Boulevard is to route the flow from areas north of Davis Boulevard through the triple box culvert (LCB-01 -SO 146) at the northern end of the Crown Pointe Subdivision. A gated weir (LCB- 01- S0148) will be constructed at the northern end of the triple box culvert to control water levels north of Davis Boulevard. An /I*S existing channel (LCB- 01 -00053 through LCB- 01- C0095) has been constructed from the triple CfI Packet Page -708- U] 2/26/2013 11.1. LAS1P September 2001 EPP Application, Revision 3, Region 4 box culverts to Santa Barbara Boulevard. Some maintenance work will be performed to ensure continuity of an adequate cross section. East of Santa Barbara Boulevard, a new channel (LCB- 01 -CO105 through C0107) will be excavated up to the east side of New Hope Ministries Facility. East of New Hope Ministries, a proposed double 42" pipe (LCB-0 I -CO 109) will be constructed to provide a drainage outlet for the proposed Twelve Lakes project area. Refer to the conceptual plans for drawings of this area. A tabulation of structure and channel geometry and hydraulic results is given in Appendix B. Ground Water — No impacts. Water Quality — No impacts. Hydrology — A computer model was developed to simulate existing condition hydrology for a 25 -year, 72 -hour storm event. A summary of flow rates and flood elevations predicted by the model are tabulated below. For more information about hydrology and the model, refer to Appendix B. Inflows along this reach of the Branch are from one undeveloped area near Davis Boulevard and Embassy Woods and Brettonne Park. It was assumed all the areas, including planned new developments upstream of Santa Barbara Boulevard, would discharge at the rate of 0.6 cfs/acre. Location Existing Proposed Flow Stage Flow Stage Santa Barbara 44 11.3 33 8.6 Davis Boulevard 24 11.3 75 7.1 The Results Table in Appendix B gives these data in a tabular format. Construction. Operation and Maintenance — Collier County will be responsible for all aspects of the construction of the proposed improvements in this region. This includes preparation of construction drawings and specifications, obtaining all local, regional, state, and federal permits, implementing the provisions of the permits, managing the construction and providing certifications. The County plans to hire firms /contractors to complete the various components of the work. A discussion of construction techniques and schedule is given in Appendix D. E&] Packet Page -709- LASIP ERP Application, Revision 3, Region 4 2/26/2013 11.1. September 2001 Collier County will be responsible for the operation and maintenance of the proposed improvements. The County will provide an operation schedule for the gated structures and a schedule for maintaining the proposed improvements in the application for construction. 4.4 E%OACTS Permanent Impacts — Most of the land along the proposed system is developed. Some wetland impacts will occur within the extreme easterly portion of the Davis Boulevard improvements. Some of the existing canals will be widened and deepened, therefore, some other surface water impacts will occur. Temporary Impacts — Roadway and other space is available to perform construction in areas that are not wetlands. Secondary Impacts —The proposed design allows the County to maintain water levels in the canal above the current levels, so the ground -water level in adjacent lands should be higher than existing conditions. No secondary impacts are expected. A tabulation of wetland and upland data is given in Appendix G. A summary is given below: 4 -8 Packet Page -710- Area (acres) Wetlands Impacts 1.1 Other Surface Water 4.6 Uplands 19.6 Total Project Area 25.3 4 -8 Packet Page -710- Goodkind & Swift. Inc. LAND APPRAISAL SUMMARY REPORT IMai HeAc 2/26/2013 11.1. LASIP #51101 Hald /CPVV File Nn• '�7�nG Property Address: 2457 Dorset Court City: Naples State: FL Zip Code: 34112 County: Collier Legal Description: Kings Lake Unit 3 Block Q Lot 7 Parent Tract). This appraisal is an estimate of '�. the just compensation due to the property owner for Collier County's acquisition of a drainage easement on the rear portion of the parent tract. Assessor's Parcel #: 53002400008 Tax Year: 2012 R.E. Taxes: S 2.783 Special Assessments: S Unknown W Market Area Name: Kings Lake /Queens Park Map Reference: S7- T50 -R26 Census Tract: 106.06 m Current Owner of Record: Stanley J & 6 Borrower (it applicable): N/A to Project Type if applicable : I— PUD De Minims PUD Other (describe HOA: S 310 f per year ] per month Are there any existing improvements to the property' ' No "%I Yes If Yes, Indicate current occupancy: � Owner u Tenant Vacant — Not habitable If Yes, give a brief description: The subject parent tract is improved with a single- family home. This is a 2404sf dwelling with attached 2 car garage, lanai and pool. This site is well landscaped in a manner typical for the area. The dwelling and bulk of the site improvement are not impacted by the Proposed drainage easement parcel. The purpose of this appraisal is to develop an opinion of: Markel Value las defined), or I *; other type of value (describe) Just Comoensation for DE This report reflects the tollowin valued not Current, see comrierrts): P 9 f Current (the Inspection Date is the Effective Date) Retrospective Prospective r Property Rights Appraised: Fee Simple 7 Leasehold Leased Fee I Other (describe' W Intended Use: A portion of the subiect tract is required for drainage facilities associated with LASIP improvements in the area. The intended use of 0. the a oraisal is to estimate just compensation for the acquisition of the needed drainage easement parcel by the County. yi Intended User(s) (by name or type): Collier County Government. Growth Management Division a� ent: Collier County GMD Address: 2885 South Horseshoe Drive. Naples, FL 34104 Aporajser. Harry Henderson. SRA Address: 2885 South Horseshoe Drive. Naples, FL 34104 Characteristics Location: Urban Suburban Rural Built up Over 75% _ 25.75% Under 25% Growth rate: Rapid Stable 1 Slow Property values: Increasing j{ Stable Declining Demandisupply '_ Shortage L In Balance Over Supply Marketing lime Under 3 Mos 3 -6 Mos Over 6 Mos. Predominant Occupancy ki Owner Tenant Vacant (0 -5 %) - . Vacant ( >5 %) One-Unit Mousing PRICE AGE S(000) (yrs) 175 Low 5 Present Land Use One-Unit 65% Change in Land Use k` Not Likely ` Likely* 7 In Process " To: 2 -4 Unit 0% Multi-Unit 25% 425 High 40 Comm'I 0 295 Fred 30 Vac 0% Util -Gmwv 10%1 x Factors Affecting Marketability 110 -in Good Average Fair Poor N/A Item Good Average Fair Poor N/A d Employment Stability _ _, _', Adequacy of Utilities -' 1� Convenience to Employment Property Compatibility — — - r. us Convenience to Shopping Protection from Detrimental Conditions - G: Convenience to Schools •' Police and Fire Protection r" w Adequacy of Public Transportation General Appearance of Properties Q Recreational Facilities Appeal to Market UJI Market Area Comments: The subject is located in the Kings Lake area of greater Napes unincorporated Collier County) just west of an FPL_ transmission corridor and public greenway Kings Lake is an established residential community composed of a compatible mix of single- family fhomes and condo units. Essential services are within easy access. Maintenance levels in the area are good. ;'- The proposed drainage easement acquisition parcel is an 11 ft -wide strip running along the rear boundary of the subject parent tract (adiacent '.-- to an existing drainage canal). The easement parcel has a total area of 1003sf. The encumbrance associated with this parcel is estimated at 95% of the fee interest. Dimensions: 47 x irregular Site Area: 14375 sf Zoning Classification: PUD Description: Planned Develooment Do present improvements comply with existing zoning requirements° Yes No '_` No Improvements Uses allowed under current zoning: Single-family Home Are CC &Rs applicable? -___ Yes — No (_i Unknown Have the documents been reviewed? Yes No Ground Rent N applicable) $ NIA% Comments: N/A — ..-- --.._ -- Highest & Best Use as improved. y'' Present use, or i_ Other use (expiainl -' Actual Use as of Effective Date: Single- family home Use as appraised in this report: Vacant land available for sin le -famit dev. Summary of Highest &Best Use: The sub site's_h ghost and best use is found in its current _use. as imQroved. with a single- family home and Z associated site improvements. r Q. F H Utilities Public Other Provider /Description o Electricity ",_?'• W Gas _ _ j Water f Sanitary Sewer Z' Storm Sewer _' Telephone Multimedia Off -site improvements Type Public Private Street Macadam _ Width N/A Surface Paved Curb /Gufter Concrete Sidewalk N/A Street Lights Electric Alle v N/A Frontage Adequate Topography Level Size Compatible with area Shape Irregular Drainage Appears to be adequate View Landscape /canal Other site elements: Inside Lot Corner Lot :: Cut de Sac _i Underaround Utilities Other (describe) FEMA Soec'I Flood Hazard Area Yes I No FEMA Flood Zone N/A FEMA Map # NIA FEMA Mao Date N/A '- Site Comments: The subject parent tract is an irregularly shaped cut -de -sac located lot which backs -up to an FPL transmission corridor and existing area drainage canals. A planted mix of trees and bushes situated along the rear of the subject site provides screens the home from the transmission lines to the east of the properly. Run LAND '. Py' qm LUVI Oy a.' m�u , ., Im]'unn may oe IePmWCC unmoor P Y rim Yrt permis , npri U' a W m M4 mu, mpm pe aLNiPriiep ep anc GiepRCU'. LAND Form GPLND — 'WinTOTAL' appraisal software by a la mode. inc. —1- 800 - ALAMODE 112007 Packet Page -711- nFil Nt 2/26/2013 11.1. AAlll AODDAICAI CIIMMAPV RFPnF?T LASIP #51101Haid 1CPVU o71nc WI LA Form GPLND — "WinTOTAL" appraisal software by a la mode, Inc. —1- 800- ALAMODE 3/2007 Packet Page -712- My research _ did • ?; did not reveal any prior sales or transfers of the subject property for the three years prior to the effective dale of this appraisal. Data Source St' No applicable prior sales _ 0 1st Prior Subject Sale,'Transfer Analysis of saleltranster history andior any current agreement of salerfisting N/A Date: N/A _. Price: W Sources: U. 2nd Prior Subject SalerTranster _ t- Date: N/A Price: Source(s): FEATURE SUBJECT PROPERTY COMPARABLE NO.1 COMPARABLE NO.2 COMPARABLE NO.3 Address 2457 Dorset Court Naples, FL 34112 8856 Lely Island Circle Naples, FL 34113 145 Muirheld Circle Naples. FL 341.1.3 7002 Kiwi Place Naples, FL 34113 Proximity to Subject 4.08 miles SE 1.74 miles SE 4.28 miles SE Sale Price S Is 125,000 Is 100.000 - - s 90.000 Prim/ $ $ 10.63 S 8.50 , S 5.74 Data Source(s) Verification Source(s) Inspection MLS #211507314 Public Records /A ent MLS #211517029 Public Records /Anent MLS #211016580 Public Records/ Agent VALUE ADJUSTMENT DESCRIPTION DESCRIPTION +( -i % Adjust DESCRIPTION +(4 % Adjust DESCRIPTION +( -I %Adjust _ Sales or Financing Concessions N/A Cash None Cash None Cash None Q Date of Sale/Time Current 03112 06/12 11111 Rights Appraised Fee Simple Fee Simple Fee Simple Fee Simple Location Kings Lake Lely Resort -7.5 Lely CC Equiv. Lel Resort 7.5 z, Site Area 14.375 11,761 11,761 15.682 0 To ogre by Level Level Level Level a- Uiew -- — Landscapetcanal — - — Golf Course _ -.10 Golf Course____.._, -10 Landscape_.... -__._ 0 m 0 W < w Net Adjustment (Total in $i Net Adjustment (Total in % of $ /) Adjusted Sale Price (in $ / 1 ` + - i$ - 1.86 Net 17.5 % laz.s % of V) Gross " 175 % s 8.77 + - S Net 10.0 % Gross 10.0 % $ -0.85 m A of s1 7.65 + - S Net 7.5 % Gross 7.5 % S -0.43 is % ar sq 5.31 Summary of Sales Comparison Approach See attached addenda. PROJECT INFORMATION FOR PUDs if a licable The 5ubiect is pa t of a Planned Unit Development. a Le al Name of Project: Kin 's Lake Describe common elements and recreational facilities: Not material to asst nnment Indicated Value by: Sales Comparison Approach $ 13,500 Parcel 271 DE - Final Reconciliation All weight given to the Sales Comparison Approach to value. The above value conclusion represents the total appraised iust pcompensation relatin to take parcel 271DE J This appraisal is made , "as is' , or _ subject to the following conditions: See comments in addendum. a 0 7 This report is also subject to other Hypothetical Conditions and %or Extraordinary Assumptions as specified in the attached addenda. W eased upon an inspection of the subject property. defined Scope of Work, Statement of Assumptions and Limiting Conditions, and Appraiser's Certifications, my (our) Opinion of the Market Value (or other specfied value type), as defined herein, of the real property that is the subject of this report is: $ 13,500 ,as of: November 14, 2012 , which is the effective date of this appraisal. If indicated above, this 0 inion of Value is subject to N othetical Conditions and /or Extraordinar Assum tions included in this r ort. See attached addenda. Q A true and complete copy of this report contains _ pages. including exhibits which are considered an inteoral part of the report. This appraisal report may not be property understood without reference to the information contained in the complete report, which contains the following attached exhibits: Scope of Work ;;; Limiting coWCertifications Narrative Addendum "i Location Map(s) Flood Addendum _ Additional Sales Photo Addenda Parcel Ma H othetical Conditions = 1 Ezlraordina Assum tipns Client Contact: Client Name: Collier County GMD E -Mail: Address: 2885 South Horseshoe Drive, Naples. FL 34104 in W z 2 v� APPRAISER AppraiserName: Harry Henderson SRA Company: Collier County Growth Management Division/LASIP SUPERVISORY APPRAISER (if required) or CO- APPRAISER (if applicable) Supervisory or Co- Appraiser Name: Company: Phone: 239.252 -5847 Fax: E -Mail: harnmenderson @coilieraov.net Phone: Fax: E -MaiC Date of Report (Signature): 11/14/2012 License or Certification #: RD3475 State: FL Designation: SRA Date of Report (Signature): License or Certification #: Sate: Designation: Expiration Date of License or Certification: 11130/2014 Inspection of Subject n Did inspect -' Did Not Inspect (.Desktop) Inspection Date of inspection: November l4. 2012 Expiration Date of License or Certification: of Subject `'. Did Inspect _? Did Not Inspect Date of Inspector: WI LA Form GPLND — "WinTOTAL" appraisal software by a la mode, Inc. —1- 800- ALAMODE 3/2007 Packet Page -712- (Main File Nt Supplemental Addendum Fi'eNo 271DE Borrowev'Client N/A Property Address 2457 Dorset Court City Naples county Collier 51ate FL Zip Code 34112 Lender • GP Land : Summary of Sales Comparison Approach The subject and site sales are compared on a unit price basis ($ /sf), this negates the need for direct lot size adjustments. Adjustments are made on a percentage basis. All sales cited involve residential lots located in planned communities in the East Naples market area. Location adjustment for comps 91 and 3 reflect the general buyer preference for the Lely Resort community vs King's Lake (Comp #2 location. Lely Country Club. is judged to be equivalent to King's Lake with respect to market appeal). View adjustments reflect the general market preference for golf course views. All factors considered, a mid -range unit price of $7.30 /sf is judoed to be most reasonable for the subject lands. The parent tract is therefore valued as follows: 14,375 sf x $7.30 /sf = $105,000 (rounded). Parcel 271 DE Analysis The proposed 1003 sf drainage easement (Parcel 271 DE) will be used for the placement of a weir structure and re- contour of the embankment along the existing canal to the rear of the subject property. These improvements will require the permanent use, by easement, of an 11ft -wide strip along the rear portion of the parent tract. The encumbrance associated with this usage is estimated at 95% of the fee interest in these lands. The easement area is therefore valued as follows: 1003 sf x $7.30 /sf x 95% encumbrance = $7,000 (rounded) Landscape improvements located within the proposed easement area include planted trees, bushes and minor fencing, The aggregate contributory value of these landscape items is estimated to be $5,000. 2/26/201311.1. In the post -take condition the property owner will have ample remaining rear yard space to re- establish a landscape screen along this portion of the property (which includes the ability to place limited plantings along the top part of the easement area). The $5.000 in plant material paid for in the take will be supplemented by an additional $1.500 to professionally design a planting scheme and implement the landscape plan (if so desired by the owner). Minor Cure to re- established landscape screen: $1,500: Residual Damages: 0. Total Appraised Compensation: $13,500 Form TADD — °rh +inTOTAL° appraisal software by a la mode. inc. —1. 800- ALAMODE Packet Page -713- 2/26/201 3 11.1. M.1am File N�. Subject Photo Page BorrowedClient NIA PrODerly Address 2457 Dorset Court _ City Naples County Collier State FL Zip Code 34112 Lender Parent Tract/Rear 2457 Dorset Court Sales Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location Kings Lake View Site 14,375 Quality Age Form PICPIX.SR — 'WinTOTAL^ appraisal software by a la mode. inc. —1- 800- ALAMODE Packet Page -714- Parcel Area Parcel Area ,Main File Nc 2/26/2013 11.1. Comparable Photo Page BorrowedGlient N/A Prop a rty Address i4V Dorset Court city Naples County Collier State FL L_ o Code 34112 Lender Comparable 1 8856 Lely Island Circle Prox. to Subject 4.08 miles SE Sales Price 125,000 Gross liv no Area Total Rooms Total Bedrooms Total Bathrooms Location Lely Resort View Site 11,761 Quality Age Comparable 2 145 Muirfield Circle Prox. to Subject 1.74 miles SE Sales Price 100.000 Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location Lely CC View Site 11 ,761 Quality Age Comparable 3 7002 Kiwi Piace Prox to Subject 4.28 miles SE Sales Price 90,000 Gross Livino Area Total Rooms Total Bedrooms Total Bathrooms Location Lely Resort View Site 15.682 Quality Me Form PICPIX.CR — 'WinTOTAL' appraisal schware by a la mode. inc. —1- 800- ALAMODE Packet Page -715- Main File NI 2/26/2013 11.1. Location Map Bormwer..'Client N/A Prope Address 2457 Dorset Court City Naples County Collier State FL Zip Code 34112 Lender d la mode, inr-: ,e..orsr nK.frr� ,ntibMr a' a Er _HHs z Golden GmeP -17 z C r e RIVIII VL,..Lr- < 0 a V BITMIHR++1 L ^$ Eller LULGNAVLt A- SAND, BnRer�v L -ULDEK GA7E iUMCR�E PA M riK. .. EF'.7 am Radro tAs, taLL PuV_n S. d PeC w° 1 ear sffC Lam! S ' L Comparable �r Uely1slandZircle j,..� 4.08 miles F w A YDIN VI;.TU— f'r�U4+ flNTt1t, LAIV03 .ti: t umu °tl Belle Meade WALNUT LAfU iii- : Corr %u COVE 3 PnrFxTf 9ue•, .I-{d LLCri$A" .., shell Wend Old Marco Junction ::5 miles Form MAP.LOC — `WinTOTAL' appraisal software by a la mode. mc. — 1 - 800 -WMODE Packet Page -716- v. -.. SJA4t.RYNY7q;..• ,c SAGA- LAKES K, pa S'<WrES Al Sn.Nrr.. 951 Raves Blvd .. L,7 Iris Blvd l Subject .. r. maAw'.1WND `T JJ 2457 Dorset t IA__hG fi hoaiEa cr S:UJRTY 0J'>t I:I,AC.'OII, ` SrfAOawwocTn _ ROYAL WU":5 BErT . at , Comparable #2 'w it-.,al.H -4;m w4.1 ,tit Comparable "1 PIAM��tUN -ld Circle 145 Muirfie 7,002 Kiwi 4-28 Place miles FiARti•Uri y '. •'S S. d PeC w° 1 ear sffC Lam! S ' L Comparable �r Uely1slandZircle j,..� 4.08 miles F w A YDIN VI;.TU— f'r�U4+ flNTt1t, LAIV03 .ti: t umu °tl Belle Meade WALNUT LAfU iii- : Corr %u COVE 3 PnrFxTf 9ue•, .I-{d LLCri$A" .., shell Wend Old Marco Junction ::5 miles Form MAP.LOC — `WinTOTAL' appraisal software by a la mode. mc. — 1 - 800 -WMODE Packet Page -716- Goodkind & Swift, Inc. LAND APPRAISAL SUMMARY REPr)RT 2/26/2013 11.1. {p� p� uupyngm ewr uy a e nmuc, mc. nns'u may ue ieproaucm unmoumeu mmum carmen permission, nowew:r, a is moae, me. mus[ oe au momeogea ano creuneo. KS LAND [ � D Form GPLND — °WinTOT Packet Page -717- inc. —1- 800 - ALAMODE 3/2007 Property Address: 3804 Crown Pointe Blvd W. City: Naples State: FL Zip Code: 34112 County: Collier Legal Description: South Shore Lake Villas at Crown Pointe Lot 14 Parent Tract). This appraisal is an estimate of the just compensation due to the property owner for Collier County's acquisition of a drainage easement and a temporary construction easement over a rear portion of the parent tract. f-` Assessor's Parcel #: 74380000361 Tax Year: 2012 R.E. Taxes: $ 1,163 Special Assessments: $ Unknown Market Area Name: Crown Pointe Map Reference: S7- T50 -R26 Census Tract: 105.09 3 Current Owner of Record: Dimino James & Jenny Borrower if applicable): N/A rn Project Type rf applicable): ® PUD ❑ De Minimis PUD ❑ Other describe HOA: $ 2,500 ® per year ❑ per month Are there any existing improvements to the property? ❑ No ® Yes If Yes, indicate current occupancy: ❑ Owner ❑ Tenant ® Vacant ❑ Not habitable If Yes, give a brief description: The subject property is improved with an attached villa home. The dwelling and bulk of the site improvements are not impacted by the proposed drainage easement parcel. The purpose of this appraisal is to develop an opinion of: Li Market Value as defined), or X other type of value describe Just Compensation for DE -TCE This report reflects the following value It not Current, see comments): Z Current ithe Inspection Date is the Effective Date Retrospective 0 Prospective z Property Rights raised: Z Fee Simple D Leasehold Li Leased Fee El Other describe l Intended Use: A portion of the subject tract is required for drainage facilities associated with LASIP improvements in the area. The intended use of Z the appraisal is to estimate just compensation for the acquisition of the needed permanent and temporary easement parcels b the County. Fn m a Intended User(s) (by name or type): Collier County Government, Growth Management Division Client: Collier County GMD Address: 2885 South Horseshoe Drive Naples, FL 34104 Appraiser: HarrV Henderson, SRA Address: 2885 South Horseshoe Drive, Naples, FL 34104 Characteristics Location: ❑ Urban ® Suburban ❑ Rural Built up: ® Over 75% ❑ 25.75% ❑ Under 25% Growth rate: ❑ Rapid ® Stable ❑ Slow Property values: ❑ Increasing ® Stable ❑ Declining Demand /supply: ❑ Shortage ® In Balance ❑ Over Supply Marketing time: ❑ Under 3 Mos. 3 -6 Mos. ❑ Over 6 Mos. Predominant Occupancy ® Owner ❑ Tenant ® Vacant (0-5 %) ❑ Vacant ( >5 %) One -Unit Housing PRICE AGE $(000) (yrs) 150 Low 5 Present Land Use One -Unit 65% Change in Land Use ® Not Likely ❑ Likely * ❑ In Process * To: 2 -4 Unit 0% Mufti -Unit 25% 300 High 35 Comm'I 0% 200 Pred 15 Vac 0% Util -Grow 10%1 ;z 0 LL W5 a uai a Factors Affecting Marketability bm Good Average Fair Poor WA Them Good Average Fair Poor N/A Employment Stability ❑ ZI ❑ ❑ ❑ Adequacy of Utilities ❑ ® ❑ ❑ ❑ Convenience to Employment ❑ ® ❑ ❑ ❑ Property Compatibility ❑ ® ❑ ❑ ❑ Convenience to Shopping ❑ ® ❑ ❑ ❑ Protection from Detrimental Conditions ❑ ® ❑ ❑ ❑ Convenience to Schools ❑ ® ❑ ❑ ❑ Police and Fire Protection ❑ ® ❑ ❑ ❑ Adequacy of Public Transportation ❑ ® ❑ ❑ ❑ General Appearance of Properties ❑ ® ❑ ❑ ❑ Recreational Facilities ❑ [I ❑ ❑ ❑ Appeal to Market ❑ ® ❑ ❑ ❑ w Market Area Comments: The subject is located in the Crown Pointe community in the East Naples area(unincorporated Collier County) just east I bit of an FPL transmission corridor and public greenway. This is an established community composed of a compatible mix of single - family homes <4 condos and villa units. Essential services are within easy access. Maintenance levels in the area are good. The proposed DE acquisition parcel is mostly rectangular in shape and will be located at the northeast corner of the parent tract (rear of property /fronting lake) and adjacent to an existing drainage structure. The drainage easement parcel has a total area of 176sf. The encumbrance associated with this parcel is estimated at 95% of the fee interest. The temporary construction easement (TCE) parcel is irregular in shape and has an area of 347sf with a two year term. Dimensions: 53 x irregular Site Area: 5,787 Zoning Classification: PUD Description: Planned Development Do present improvements comply with existing zoning requirements? ® Yes ❑ No ❑ No Improvements Uses allowed under current zoning: Attached villa home. Are CC &Rs applicable? ❑ Yes ❑ No ❑ Unknown Have the documents been reviewed? ❑ Yes ❑ No Ground Rent (if applicable) $ N /A/ Comments: N/A Highest & Best Use as improved: ® Present use, or ❑ Other use (explain) passociated Actual Use as of Effective Date: Attached villa home Use as appraised in this report: Vacant land available for residential dev. Summary of Highest & Best Use: The subject site's highest and best use is found in its current use, as improved with an attached villa homes and site improvements. t-' a >r " n w Utilities Public Other Provider /Description Electricity Z ❑ Gas ❑ ❑ Water ® ❑ Sanitary Sewer ® ❑ Storm Sewer ® ❑ Telephone ® ❑ Multimedia ❑I ❑ Off -she Improvements Type Public Private Street Macadam ® ❑ Width N/A Surface Paved Curb /Gutter Concrete Z ❑ Sidewalk N/A ❑ ❑ Street Lights Electric ® ❑ Alle N/A ❑ ❑ Frontage Adequate Topography Level Size Compatible with area Shape Irregular Drainage Appears to be adequate View Lake Other site elements: Z Inside Lot ❑ Comer Lot ❑ Cut de Sac ❑ Underground Utilities Other describe FEMA Spec'I Flood Hazard Area Yes No FEMA Flood Zone N/A FEMA Map # N/A FEMA Map Date N/A Site Comments: The subject parent tract is an irregularly villa -sized lot having good lake exposure. Landscape improvements in the area of the proposed easement are limited to planted sod and rip rap. {p� p� uupyngm ewr uy a e nmuc, mc. nns'u may ue ieproaucm unmoumeu mmum carmen permission, nowew:r, a is moae, me. mus[ oe au momeogea ano creuneo. KS LAND [ � D Form GPLND — °WinTOT Packet Page -717- inc. —1- 800 - ALAMODE 3/2007 2/26/2013 11.1. LAND APPRAISAL SUMMARY REPORT File No.: 272DE,272TCE Vv K My research Zj did N did not reveal any prior sales or transfers of the subject property for the three years prior to the effective date of this appraisal. Data Source(s): No applicable prior sales O 1st Prior Subject Sale/Transfer Analysis of sale /transfer history and /or any current agreement of salellisting: No applicable prior sales. Date: NIA Price: Luu Source(s): Pub.Rec. h 2nd Prior Subject Sale/Transfer - r Date: N/A Price: Source(s): FEATURE I SUBJECT PROPERTY COMPARABLE NO.1 COMPARABLE NO.2 COMPARABLE NO.3 Address 3804 Crown Pointe Blvd W. Na les FL 34112 3048 Crown Pointe Blvd W. Naples, FL 34112 3054 Crown Pointe Blvd W. Naples, FL 34112 3166 Crown Pointe Blvd W. Naples, FL 34112 Proximi to Subject 0.06 miles NVV 0.05 miles NVV 0.09 miles E Sale Price $ is '45,500 $ '45,000 $ -54,500 Price/ $ $ 8.781 $ 8.69 Data Source(s) Verification Source(s) Inspection MLS Public Records MLS Public Records MLS #211016580 Public Records/Acient VALUE ADJUSTMENT DESCRIPTION DESCRIPTION +( -) % Adjust DESCRIPTION +( -) % Adjust DESCRIPTION +( -) % Adjust m Sales or Financing Concessions N/A Cash None Cash None Cash None ¢; Date of Sale/Time Current 09/11 03111 05112 Rights Appraised Fee Simple Fee Simple Fee Simple Fee Simple a Location Crown Pointe Crown Pointe Crown Pointe Lely Resort z= Site Area 5,787 5 180 5,180 7,024 O Topography Level Level Level Level N—a, Q View Lake Lake Lake Lake a- O L) LO a Net Adjustment otal, in $ Net Adjustment (Total, in % of $ /) Adjusted Sale Price in $ / + – Net % Gross % $ 8.78 + – Net % Gross % $ $ 8.69 + E:1 – Net Gross % $ 7.76 Summary of Sales Comparison Approach See attached addenda. `Reflects adjusted pricing (estimated contributory value of improvements extracted) see comments in addendum. PROJECT INFORMATION FOR PUDs if applicable) The Subject is part of a Planned Unit Development. o z U. Legal Name of Project: South Shore Villas at Crown Pointe Describe common elements and recreational facilities: Not material to assignment Indicated Value by: Sales Comparison Approach $ 1,950 272DElrCE Final Reconciliation All weight given to the Sales Comparison Approach to value The above value conclusion represents the total appraised just p com ensation relatin to taking parcels 272DE and 272TCE += J This appraisal is made ® "as is ", or ❑ subject to the following conditions: See comments in addendum. V 2 O lu X! El This report is also subject to other Hypothetical Conditions and /or Extraordinary Assumptions as specified in the attached addenda. Based upon an inspection of the subject property, defined Scope of Work, Statement of Assumptions and Limiting Conditions, and Appraiser's Certifications, my (our) Opinion of the Market Value (or other specified value type), as defined herein, of the real property that is the subject of this report is: $ 1,950 ,as of: December 4, 2012 , which is the effective date of this appraisal. If indicated above this Opinion of Value is subject to Hypothetical Conditions and /or Extraordinary Assumptions included in this report. See attached addenda. Q Q A true and complete copy of this report contains _ pages, including exhibits which are considered an integral part of the report. This appraisal report may not be properly understood without reference to the information contained in the complete report, which contains the following attached exhibits: ❑ Scope of Work ® Limiting cond4ertifications ® Narrative Addendum ® Location Map(s) ❑ Flood Addendum ❑ Additional Sales ❑ Photo Addenda ❑ Parcel Map 0 Hypothetical Conditions 0 Extraordinary Assumptions ❑ Client Contact: Client Name: Collier County GMD E -Mail: Address: 2885 South Horseshoe Drive Naples, FL 34104 w r z �? rn APPRAISER Appraiser Name: Harry Henderson SRA Company: Collier County Growth Management Division/LASIP SUPERVISORY APPRAISER (if required) or CO- APPRAISER (if applicable) Supervisory or Co- Appraiser Name: Company: Phone: 239.252 -5847 Fax: E -Mail: harryhenderson(cDcolliergov. net Phone: Fax: E -Mail: Date of Report (Signature): 12/04/2012 b License or Certification #: RD3475 State: FL Designation: SRA Date of Report (Signature): License or Certification #: State: Designation: Expiration Date of License or Certification: 11/30/2014 Inspection of Subject: ® Did Inspect ❑ Did Not Inspect (Desktop) Inspection Date of Inspection: December 4 2012 1 Expiration Date of License or Certification: of Subject: ❑ Did Inspect ❑ Did Not Inspect Date of Inspection: ®e g p� Copyright© 2007 oy a la mode. mc. I nls roan may De reproduceo unmodmed w¢nouc wrmen permissimy nu—ci, did nude, ��. ��u„ uc "�N,�.a "yc" o��" Cie " UA �i D Form GPLND — "WinTOT, Packet Page -718- inc. —1- 800- ALAMODE 3/2007 2/26/2013 11.1. Supplemental Addendum FileNo.272DE 272TCE Borrower /Client N/A Property Address 3804 Crown Pointe Blvd W. city Naples County Collier State FL Zip Code 34112 Lender • GP Land : Summary of Sales Comparison Approach The subject and site sales are compared on a unit/price basis ($ /sf); this negates the need for direct lot size adjustments. Note that the lack of villa -type lot sales in the area necessitated the use of improved villa lot sales on the subject street. Using a land allocation technique, the estimated contributory value of the improvements is extracted from sale price leaving the residual land value. This figure is used in the sales grid for comparison with the subject lands. All comps have lake views similar to the subject. The cited sales show an indicated unit/price range of $7.76/sf to $8.78/sf. All factors considered, an upper -range unit price of $8.70 /sf is judged to be most reasonable for the subject lands. The parent tract is therefore valued as follows: 5,787 sf x $8.70 /sf = $50,400 (rounded). Parcel 272DE Analysis The proposed 176 sf drainage easement (Parcel 272DE) will be used for the improvement of an existing weir structure and re- contour of the embankment along the existing water in -take area near the rear of the subject property. These improvements will require the permanent use, by easement, of a mostly rectangular area along the rear NE comer of the parent tract covering an area of 176 sf. The encumbrance associated with this usage is estimated at 95% of the fee interest in these lands. The easement area is therefore valued as follows: 176 sf x $8.70 /sf x 95% encumbrance = $1,450 (rounded) Landscape improvements located within the proposed easement area are limited to planted sod and rip rap materials. These items will be replaced in -kind as part of the construction and are therefore not compensable. In the post -take condition this property will have the same functionality /utility as in the pre -take condition; no cure needed and no residual damages. Parcel 272TCE Analysis The proposed temporary construction easement parcel (272TCE) will be used for the movement of men and equipment during construction of the drainage improvements at this location. It will have a 2 year term. Its value is based upon the underlying unit/price ($ /sf) of the parent tract capitalized over a 2 year term (.075 land cap. rate). Thus - 347sf x $9 = $3123 x.075 x 2yr term = $500 (rounded) Total Appraised Compensation: $1.950 (inclusive of both 272DE and 272TCE1 FormTADD — "WinTOTIPacket Page - 719- nc. -1- 800- ALAMODE M 2/26/2013 11.1. Aerial Packet Page -720- 2/26/201311.1. File No.272W24T E V DEFINITION OF MARKET VALUE: The most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale, the buyer and seller, each acting prudently, knowledgeably and assuming the price is not affected by undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: (1) buyer and seller are typically motivated; (2) both parties are well informed or well advised, and each acting in what he considers his own best interest; (3) a reasonable time is allowed for exposure in the open market; (4) payment is made in terms of cash in U.S. dollars or in terms of financial arrangements comparable thereto; and (5) the price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions* granted by anyone associated with the sale. (Source: FDIC Interagency Appraisal and Evaluation Guidelines, October 27, 1994.) *Adjustments to the comparabks must be made for special or creative financing or sales concessions. No adjustments are necessary for those costs which are normally paid by sellers as a result of tradition or law in a market area; these costs are readily identifiable since the seller pays these costs in virtually all sales transactions. Special or creative financing adjustments can be made to the comparable property by comparisons to financing terms offered by a third party institutional lender that is not already involved in the property or transaction. Any adjustment should not be calculated on a mechanical dollar for dollar cost of the financing or concession but the dollar amount of any adjustment should approximate the market's reaction to the financing or concessions based on the appraiser's judgement. STATEMENT OF LIMITING CONDITIONS AND CERTIFICATION CONTINGENT AND LIMITING CONDITIONS: The appraiser's certification that appears in the appraisal report is subject to the following conditions 1. The appraiser will not be responsible for matters of a legal nature that affect either the property being appraised or the title to it. The appraiser assumes that the title is good and marketable and, therefore, will not render any opinions about the title. The property is valued on the basis of h being under responsible ownership. 2. Any sketch provided in the appraisal report may show approximate dimensions of the improvements and is included only to assist the reader of the report in visualizing the property. The appraiser has made no survey of the property. 3. The appraiser will not give testimony or appear in court because he or she made an appraisal of the property in question, unless specific arrangements to do so have been made beforehand, or as otherwise required by law. 4. Any distribution of valuation between land and improvements in the report applies only under the existing program of utilization. These separate valuations of the land and improvements must not be used in conjunction with any other appraisal and are invalid if they are so used. 5. The appraiser has no knowledge of any hidden or unapparent conditions of the property or adverse environmental conditions (including the presence of hazardous waste, toxic substances, etc.) that would make the property more or less valuable, and has assumed that there are no such conditions and makes no guarantees or warranties, express or implied, regarding the condition of the property. The appraiser will not be responsible for any such conditions that do exist or for any engineering or testing that might be required to discover whether such conditions exist. This appraisal report must not be considered an environmental assessment of the subject property. 6. The appraiser obtained the information, estimates, and opinions that were expressed in the appraisal report from sources that he or she considers to be reliable and believes them to be true and correct. The appraiser does not assume responsibility for the accuracy of such items that were furnished by other parties. 7. The appraiser will not disclose the contents of the appraisal report except as provided for in the Uniform Standards of Professional Appraisal Practice, and arty applicable federal, state or local laws. 8. The appraiser has based his or her appraisal report and valuation conclusion for an appraisal that is subject to satisfactory completion, repairs, or alterations on the assumption that completion of the improvements will be performed in a workmanlike manner. 9. The appraiser must provide his or her prior written consent before the lender /client specified in the appraisal report can distribute the appraisal report (including conclusions about the property value, the appraiser's identity and professional designations, and references to any professional appraisal organizations or the firm with which the appraiser is associated) to anyone other than the borrower; the mortgagee or its successors and assigns; the mortgage insurer; consultants; professional appraisal organizations; any state or federally approved financial institution; or any department, agency, or instrumentality of the United States or any state or the District of Columbia; except that the lender /client may distribute the property description section of the report only to data collection or reporting service(s) without having to obtain the appraiser's prior written consent. The appraiser's written consent and approval must also be obtained before the appraisal can be conveyed by anyone to the public through advertising, public relations, news, sales, or other media. 10. The appraiser is not an employee of the company or individual(s) ordering this report and compensation is not contingent upon the reporting of a predetermined value or direction of value or upon an action or event resulting from the analysis, opinions, conclusions, or the use of this report. This assignment is not based on a required minimum, specific valuation, or the approval of a loan. Page 1 of 2 Form ACR2— "WinTO1Packet Page -721- inc. — 1-800-ALAMODE 2/26/2013 1 1.1. File No. 272DE, 272TCE V CERTIFICATION: The appraiser certifies and agrees that: 1. The statements of fact contained in this report are true and correct 2. The reported analyses, opinions, and conclusions are limited only by the reported assumptions and limiting conditions and are my personal, impartial and unbiased professional analyses, opinions, and conclusions. 3. Unless otherwise indicated, I have no present or prospective interest in the property that is the subject of this report and no personal interest interest with respect to the parties involved. 4. Unless otherwise indicated, I have performed no services, as an appraiser or in any other capacity, regarding the property that is the subject of this report within the three -year period immediately preceding acceptance of this assignment. 5. 1 have no bias with respect to the property that is the subject of this report or the parties involved with this assignment. 6. My engagement in this assignment was not contingent upon developing or reporting predetermined results. 7. My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the client, the amount of the value opinion, the attainment of a stipulated result, or the occurrence of a subsequent event directly related to the intended use of this appraisal. 8. My analyses, opinions, and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice that were in effect at the time this report was prepared. 9. Unless otherwise indicated, I have made a personal inspection of the interior and exterior areas of the property that is the subject of this report, and the exteriors of all properties listed as comparables. 10. Unless otherwise indicated, no one provided significant real property appraisal assistance to the person(s) signing this certification (it there are exceptions, the name of each individual providing significant real property appraisal assistance is stated elsewhere in this report). ADDRESS OF PROPERTY ANALYZED: 3804 Crown Pointe Blvd W., Naples, FL 34112 APPRAISER: SUPERVISORY or CO- APPRAISER (if applicable): Signature: Signature: Name: Harry Henderson, SRA Name: Title: Review Appraiser Title: State Certification #: RD3475 State Certification #: or State License #: RD3475 or State license #: State: FL Expiration Date of Certification or License: 11/30/2014 State: Expiration Date of Certification or License: Date Signed: 12104/2012 Date Signed: ❑ Did ❑ Did Not Inspect Property Page 2 of 2 Form ACR2— 'WinTO1Packet Page -%22- inc' —1- 800- ALAMODE 2/26/2013 11.1. Location Map Borrower /Ghent N/A Property Address 3804 Crown Pointe Blvd W. city Naples Counly Collier State FL Zip Code 34112 Lender Form MAP.LOC — "winTO Packet Page -723-' inc. —1- 800 - ALAMODE = a la mode, inc Ln W£s7 CROWN-:- " r" vc ` ro S. ec Comparable s 3048 Crown Pointe Blvd W. i 0.06 – n P?lt "Blvd —_ - - _ r" u Comparable 3054 Crown Pointe Blvd W. r, �..� Goodkind & Swift, Inc. 2/26/2013 11.1. LAND APPRAISAL SUMMARY REPORT FiieNa.: 27111FITCF yV ® LA copyngmu zum oy a is moue, mc. i ms Corm may De reproaucea unmoamea wanoui wrmen permission, nowever, a is moue, mc. must oe acsnowieagea arm creanea. FormGPLND — "WinTOT Packet Page - 724- mc. -1. 800 - ALAMODE 3/2007 Property Address: 3090 Crown Pointe Blvd W. City: Naples State: FL Zip Code: 34112 County: Collier Legal Description: South Shore Lake Villas at Crown Pointe Lot 15 Parent Tract). This appraisal is an estimate of the just compensation due to the property owner for Collier County's acquisition of a drainage easement over a rear portion of the parent tract. Assessor's Parcel #: 74380000387 Tax Year: 2012 R.E. Taxes: $ 1,946 Special Assessments: $ Unknown Market Area Name: Crown Pointe Map Reference: S7- T50 -R26 Census Tract: 105.09 m vv) Current Owner of Record: FNMA Borrower f applicable): N/A Project Type if applicable): ® PUD ❑ De Minimis PUD ❑ Other describe HOA: $ 2,500 ® per year ❑ per month Are there any existing improvements to the property? ❑ No ® Yes ft Yes, indicate current occupancy: ❑ Owner ❑ Tenant ® Vacant ❑ Not habitable If Yes, give a brief description: The subject property is improved with an attached villa home. The dwelling and bulk of the site improvements are not impacted by the proposed drainage easement parcel. The purpose of this appraisal is to develop an opinion of: L Market Value as defined), or r7other type of value describe Just Compensation for DE/TCE This report reflects the following valued not Current, see comments): Z Current the Inspection Date is the Effective Date Retrospective ❑ Prospective i Lu Z Property Rights Appraised: Z Fee Simple Leasehold Leased Fee ❑ Other describe Intended Use: A portion of the subject tract is required for drainage facilities associated with LASIP improvements in the area. The intended use of the appraisal is to estimate just compensation for the acquisition of the needed permanent and temporary easement parcels by the County. rn W Q Intended User(s) (by name or type): Collier County Government Growth Management Division Client: Collier C unty GMD Address: 2885 South Horseshoe Drive Naples, FL 34104 Appraiser: Harry Henderson, SRA Address: 2885 South Horseshoe Drive Naples, FL 34104 >rr'- Characteristics Location: ❑ Urban ® Suburban ❑ Rural Built up: ® Over 75% ❑ 25-75% ❑ Under 25% Growth rate: ❑ Rapid ® Stable ❑ Slow Property values: ❑ Increasing ® Stable ❑ Declining Demand /supply: ❑ Shortage ® In Balance ❑ Over Supply Marketing time: ❑ Under 3 Mos. 3 -6 Mos. ❑ Over 6 Mos. Predominant Occupancy ® Owner ❑ Tenant ® Vacant (0.5 %) ❑ Vacant ( >5 %) 1 One-Unit Housing PRICE AGE $(000) (yrs) 150 Low 5 Present Land Use One -Unit 65% Change in Land Use ® Not Likely ❑ Likely * ❑ In Process * To: 2 -4 Unit 0% Mufti -Unit 25% 300 High 35 COMM] 0% 200 Fred 15 Vac 0% 1 Util. -Gm 10 % 2 g: u lu w c Factors Affecting Marketability It= Good Average Fair Poor WA Itefn_ Good Average Fair Poor N/A Stability ❑ ZI ❑ ❑ ❑ Adequacy of Utilities ❑ ® ❑ ❑ ❑ Convenience to Employment ❑ ® ❑ ❑ [I Property Compatibility El El 11 El Convenience to Shopping ❑ ® ❑ ❑ ❑ Protection from Detrimental Conditions ❑ ® ❑ ❑ ❑ Convenience to Schools ❑ ® ❑ ❑ ❑ Police and Fire Protection ❑ ® ❑ ❑ ❑ Adequacy of Public Transportation ❑ ® ❑ ❑ ❑ General Appearance of Properties ❑ ® ❑ ❑ ❑ Recreational Facilities ❑ ® ❑ ❑ ❑ Appeal to Market ❑ ® ❑ ❑ ❑ ul Market Area Comments: The subject is located in the Crown Pointe community in the East Naples area(unincorporated Collier County) just east "d of an FPL transmission corridor and public greenway. This is an established community composed of a compatible mix of single- family homes, C condos and villa units. Essential services are within easy access. Maintenance levels in the area are good. The proposed DE acquisition parcel is triangular in shape and will be located at the northwest corner of the parent tract (rear of property /fronting lake) and adjacent to an existing drainage structure. The easement parcel has a total area of 206sf. The encumbrance associated with this parcel is estimated at 95% of the fee interest. The Temporary Construction Easement Parcel (TCE) is "L" shaped and covers an area of 276sf. It is needed for the movement of men and equipment during construction and will have a two year term. Dimensions: 53 x irregular Site Area: 5,787 Zoning Classification: PUD Description: Planned Development Do present improvements comply with existing zoning requirements? ZI Yes ❑ No ❑ No Improvements Uses allowed under current zoning: Attached villa home. Are CC &Rs applicable? ❑ Yes ❑ No ❑ Unknown Have the documents been reviewed? ❑ Yes ❑ No Ground Rent (if applicable) $ N /A/ Comments: N/A Highest & Best Use as improved: ® Present use, or ❑ Other use (explain) ZO' Actual Use as of Effective Date: Attached villa home Use as appraised in this report: Vacant land available for residential dev. Summary of Highest & Best Use: The subject site's highest and best use is found in its current use, as improved, with an attached villa homes and associated site improvements. F- a N Lu ru !' Utilities Public Other Provider/Description Electricity ® ED Gas ❑ ❑ Water ® ❑ Sanitary Sewer ® ❑ Storm Sewer ® ❑ Telephone ® ❑ Multimedia ® ❑ Off-site Improvements Type Public Private Street Macadam ® [I Width N/A Surface Paved Curb /Gutter Concrete ® ❑ Sidewalk N/A ❑ ❑ Street Lights Electric ® ❑ Alley N/A ❑ ❑ Frontage Adequate Topography Level Size Compatible with area Shape Irregular Drainage Appears to be adequate View Lake Other site elements: ® Inside Lot El Corner Lot ❑ Cul de Sac ❑ Under round Utilities Lj Omer describe FEMA S ec'I Flood Hazard Area ❑ Yes Ll No FEMA Flood Zone N/A FEMA Map # N/A FEMA Map Date N/A Site Comments: The subject parent tract is an irregularly villa -sized lot having good lake exposure. Landscape improvements in the area of the proposed easement are limited to planted sod. ® LA copyngmu zum oy a is moue, mc. i ms Corm may De reproaucea unmoamea wanoui wrmen permission, nowever, a is moue, mc. must oe acsnowieagea arm creanea. FormGPLND — "WinTOT Packet Page - 724- mc. -1. 800 - ALAMODE 3/2007 2/2612013 11.1. LAND APPRAISAL SUMMARY REPORT LAN� -wn.e� -- q a a ��,��c, ..n. � y oo iepiuwcw unuuumou mum- wneon P1 nuwever, a is moue; mc. musr oe acimowreageo ano ureaneo. FormGPLND— "WmT0`T Packet Page - 725_inc. -1- 800 - ALAMODE 3/2007 My research X did Z did not reveal any prior sales or transfers of the subject property for the three years prior to the effective date of this appraisal. Data Source(s): No applicable prior sales O 1 si Prior Sub ect Sale/Transfer Analysis of sale /transfer history and /or any current agreement of sale /listing: Prior sale reflects a foreclosure conveyance. L Date: 10/26/2010 X Price: $100 w Source(s): Pub.Rec. W 2nd Prior Subject Sale/Transfer Date: N/A r Price: Sources): FEATURE SUBJECT PROPERTY COMPARABLE NO.1 COMPARABLE NO.2 COMPARABLE NO.3 Address 3090 Crown Pointe Blvd W. —Naples, FL 34112 3048 Crown Pointe Blvd W. Naples, FL 34112 3054 Crown Pointe Blvd W. Naples, FL 34112 3166 Crown Pointe Blvd W. Naples, FL 34112 Proximity to Subject 0.05 miles NW 0.04 miles NW 0.09 miles E Sale Price $ $ *45,500 $ '45,000 Is *54,500 Price/ $ $ 8.781 $ 8.691 $ 7.76 Data Source(s) Verification Source(s) Inspection MLS Public Records MLS Public Records MLS #211016580 Public Records /A ent VALUE ADJUSTMENT DESCRIPTION DESCRIPTION +( -) % Adjust DESCRIPTION +( -) % Adjust DESCRIPTION +( -) % Adjust _ Sales or Financing Concessions N/A Cash None Cash None Cash None Q' Date of Sale/Time Current 09/11 03/11 05/12 Rights Appraised Fee Simple Fee Simple Fee Simple Fee Simple as Location Crown Pointe Crown Pointe Crown Pointe Lelv Resort C Site Area 5,787 5,180 5,180 7,024 O To o ra h Level Level Level Level to View Lake Lake Lake Lake 4 s' O t) w Net Adjustment Jotal, in $ + - is ❑ + - $ I— + - *� Net Adjustment (Total, in % of $ /) Adjusted Sale Price in $ / Net % Gross % $ 8.78 Net % Gross % $ 8.69 Net `Gross % $ 7.76 Summary of Sales Comparison Approach See attached addenda. *Reflects adjusted pricing (estimated contributory value of improvements extracted) see comments in addendum PROJECT INFORMATION FOR PUDs if applicable) The Subject is part of a Planned Unit Development. n Legal Name of Project: South Shore Villas at Crown Pointe Describe common elements and recreational facilities: Not material to assignment Indicated Value by: Sales Comparison Approach $ 2,180 273DE/TCE Final Reconciliation All weight given to the Sales Comparison Approach to value. The above value conclusion represents the total appraised just p compensation relating to taking parcels 273DE/ "CE F- J This appraisal is made ® "as is ", or ❑ subject to the following conditions: See comments in addendum. V- Z p° ❑ This report is also subject to other Hypothetical Conditions and /or Extraordinary Assumptions as specified in the attached addenda. tu Based upon an inspection of the subject property, defined Scope of Work, Statement of Assumptions and Limiting Conditions, and Appraiser's Certifications, my (our) Opinion of the Market Value (or other specified value type), as defined herein, of the real property that is the subject of this report is: $ 2,180 , as of: November 14, 2012 , which is the effective date of this appraisal. If indicated above this Opinion of Value is subject to Hypothetical Conditions and /or Extraordinary Assumptions included in this report. See attached addenda. Q t: a, A true and complete copy of this report contains _ pages, including exhibits which are considered an integral part of the report. This appraisal report may not be property understood without reference to the information contained in the complete report, which contains the following attached exhibits: ❑ Scope of Work ® Limiting condJCertifications ® Narrative Addendum ® Location Map(s) ❑ Flood Addendum ❑ Additional Sales ❑ Photo Addenda ❑ Parcel Ma ❑ Hypothetical Conditions D Extraordinary Assumptions ❑ Client Contact: Client Name: Collier County GMD E -Mail: Address: 2885 South Horseshoe Drive Naples, FL 34104 Ix z 2 v APPRAISER Appraiser Name: Harry Henderson, SRA Company: Collier County Growth Management Division/LASIP SUPERVISORY APPRAISER (if required) or CO- APPRAISER (if applicable) Supervisory or Co- Appraiser Name: Company: Phone: 239.252 -5847 Fax: E -Mail: harryhenderson(a)colliergov.net Phone: Fax: E -Mail: Date of Report (Signature): 11/14/2012 License or Certification #: RD3475 State: FL Designation: SRA Date of Report (Signature): License or Certification #: State: Designation: Expiration Date of License or Certification: 11/30/2014 Inspection of Subject: ® Did Inspect ❑ Did Not Inspect (Desktop) Date of Inspection: November 14, 2012 Expiration Date of License or Certification: Inspection of Subject: ❑ Did Inspect ❑ Did Not Inspect Date of Inspection: LAN� -wn.e� -- q a a ��,��c, ..n. � y oo iepiuwcw unuuumou mum- wneon P1 nuwever, a is moue; mc. musr oe acimowreageo ano ureaneo. FormGPLND— "WmT0`T Packet Page - 725_inc. -1- 800 - ALAMODE 3/2007 2/26/2013 11.1. c....��.....s..6 1 AddnnAnm PIP Mn 77,inr- rr.r Borrower /Client N/A Property Address 3090 Crown Pointe Blvd W. co Na les County Collier State FL Zip Code 34112 Lender • GP Land • Summary of Sales Comparison Approach The subject and site sales are compared on a unit/price basis ($ /sf); this negates the need for direct lot size adjustments. Note that the lack of villa -type lot sales in the area necessitated the use of improved villa lot sales on the subject street. Using a land allocation technique, the estimated contributory value of the improvements is extracted from sale price leaving the residual land value. This figure is used in the sales grid for comparison with the subject lands. All comps have lake views similar to the subject. The cited sales show an indicated uniUprice range of $7.76/sf to $8.78 /sf. All factors considered, an upper -range unit price of $8.70Isf is judged to be most reasonable for the subject lands. The parent tract is therefore valued as follows: 5,787 sf x $8.70 /sf = $50,400 (rounded). Parcel 273DE Analysis The proposed 206 sf drainage easement (Parcel 273DE) will be used for the improvement of an existing weir structure and re- contour of the embankment along the existing water in -take area near the rear of the subject property. These improvements will require the permanent use, by easement, of a triangular area along the rear NW corner of the parent tract covering an area of 206 sf. The encumbrance associated with this usage is estimated at 95% of the fee interest in these lands. The easement area is therefore valued as follows: 206 sf x $8.70 /sf x 95% encumbrance = $1,700 (rounded) Landscape improvements located within the proposed easement area are limited to planted sod and rip rap materials. These items will be replaced in -kind as part of the construction and are therefore not compensable. In the post -take condition this property will have the same functionality /utility as in the pre -take condition; no cure needed and no residual damages. Parcel 273TCE Analysis Parcel 273TCE is a temporary construction easement having a two year term which is needed for the movement of men and equipment during the course of construction of the LASIP improvements at the Parent Tract. The proposed TCE has a land area of 276 sf and is valued based upon a simple capitalized rent formula using the appraised unit/price of $8.70 /sf for these lands: 276 sf x $8.70 /sf x .10 (land capitalization rate) x 2yr term = $480 (rounded). Any site improvements (sod) within the TCE which are disturbed will be replaced as part of the construction Appraised Compensation: Parcel 273DE: $1,700 Parcel 273TCE: $480 Total Appraised Compensation: $2,180 FormTADD — 'WinTODPacket Page - 726- nc.- 1- 800-ALAMODE 2/26/2013 11.1. Location Map Borrower /Client N/A Propeq Address 3090 Crown Pointe Blvd W. city Naples Cou Collier State FL Zip Code 34112 Lender a la made, inc: Courtyard A > a � m c 304 e WEST 66-V 3'N PliiNME . cde � v v C T C� a' FormMAP.LDC — 'WinTOPacket Page - 727- . inc. —1- 800- ALAMODE Q' /da Club C %" 300 vds 2/26/2013 11.1. L- - File File No. 273DE(TCE DEFINITION OF MARKET VALUE: The most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale, the buyer and seller, each acting prudently, knowledgeably and assuming the price is not affected by undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of titie from seller to buyer under conditions whereby: (1) buyer and seller are typically motivated; (2) both parties are well informed or well advised, and each acting in what he considers his own best interest; (3) a reasonable time is allowed for exposure in the open market; (4) payment is made in terms of cash in U.S. dollars or in terms of financial arrangements comparable thereto; and (5) the price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions* granted by anyone associated with the sale. (Source: FDIC Interagency Appraisal and Evaluation Guidelines, October 27, 1994.) *Adjustments to the comparables must be made for special or creative financing or sales concessions. No adjustments are necessary for those costs which are normally paid by sellers as a result of tradition or law in a market area; these costs are readily identifiable since the seller pays these costs in virtually all sales transactions. Special or creative financing adjustments can be made to the comparable property by comparisons to financing terms offered by a third party institutional lender that is not already involved in the property or transaction. Any adjustment should not be calculated on a mechanical dollar for dollar cost of the financing or concession but the dollar amount of any adjustment should approximate the market's reaction to the financing or concessions based on the appraiser's judgement. STATEMENT OF LIMITING CONDITIONS AND CERTIFICATION CONTINGENT AND LIMITING CONDMONS: The appraiser's certification that appears in the appraisal report is subject to the following conditions 1. The appraiser will not be responsible for matters of a legal nature that affect either the property being appraised or the title to it. The appraiser assumes that the title is good and marketable and, therefore, will not render any opinions about the title. The property is valued on the basis of it being under responsible ownership. 2. Any sketch provided in the appraisal report may show approximate dimensions of the improvements and is included only to assist the reader of the report in visualizing the property. The appraiser has made no survey of the property. 3. The appraiser will not give testimony or appear in court because he or she made an appraisal of the property in question, unless specific arrangements to do so have been made beforehand, or as otherwise required by law. 4. Any distribution of valuation between land and improvements in the report applies only under the existing program of utilization. These separate valuations of the land and improvements must not be used in conjunction with any other appraisal and are invalid if they are so used. 5. The appraiser has no knowledge of any hidden or unapparent conditions of the property or adverse environmental conditions (including the presence of hazardous waste, toxic substances, etc.) that would make the property more or less valuable, and has assumed that there are no such conditions and makes no guarantees or warranties, express or implied, regarding the condition of the property. The appraiser will not be responsible for any such conditions that do exist or for any engineering or testing that might be required to discover whether such conditions exist. This appraisal report must not be considered an environmental assessment of the subject property. 6. The appraiser obtained the information, estimates, and opinions that were expressed in the appraisal report from sources that he or she considers to be reliable and believes them to be true and correct. The appraiser does not assume responsibility for the accuracy of such items that were furnished by other parties. 7. The appraiser will not disclose the contents of the appraisal report except as provided for in the Uniform Standards of Professional Appraisal Practice, and any applicable federal, state or local laws. 8. The appraiser has based his or her appraisal report and valuation conclusion for an appraisal that is subject to satisfactory completion, repairs, or alterations on the assumption that completion of the improvements will be performed in a workmanlike manner. 9. The appraiser must provide his or her prior written consent before the lender /client specified in the appraisal report can distribute the appraisal report (including conclusions about the property value, the appraiser's identity and professional designations, and references to any professional appraisal organizations or the firm with which the appraiser is associated) to anyone other than the borrower; the mortgagee or its successors and assigns; the mortgage insurer; consultants; professional appraisal organizations; any state or federally approved financial institution; or any department, agency, or instrumentality of the United States or any state or the District of Columbia; except that the lender/client may distribute the property description section of the report only to data collection or reporting service(s) without having to obtain the appraiser's prior written consent. The appraiser's written consent and approval must also be obtained before the appraisal can be conveyed by anyone to the public through advertising, public relations, news, sales, or other media. 10. The appraiser is not an employee of the company or individual(s) ordering this report and compensation is not contingent upon the reporting of a predetermined value or direction of value or upon an action or event resulting from the analysis, opinions, conclusions, or the use of this report. This assignment is not based on a required minimum, specific valuation, or the approval of a loan. Page 1 of 2 Form ACR2— "WinTO1Packet Page -72g- mc. — 1-800-ALAMODE 2/26/2013 11.1. File No. 273DE: CERTIFICATION: The appraiser certifies and agrees that: 1. The statements of fact contained in this report are true and correct. 2. The reported analyses, opinions, and conclusions are limited only by the reported assumptions and limiting conditions and are my personal, impartial and unbiased professional analyses, opinions, and conclusions. 3. Unless otherwise indicated, I have no present or prospective interest in the property that is the subject of this report and no personal interest interest with respect to the parties involved. 4. Unless otherwise indicated, I have performed no services, as an appraiser or in any other capacity, regarding the property that is the subject of this report within the three -year period immediately preceding acceptance of this assignment. 5. 1 have no bias with respect to the property that is the subject of this report or the parties involved with this assignment. 6. My engagement in this assignment was not contingent upon developing or reporting predetermined results. 7. My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the client, the amount of the value opinion, the attainment of a stipulated result, or the occurrence of a subsequent event directly related to the intended use of this appraisal. 8. My analyses, opinions, and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice that were in effect at the time this report was prepared. 9. Unless otherwise indicated, I have made a personal inspection of the interior and exterior areas of the property that is the subject of this report, and the exteriors of all properties listed as comparables. 10. Unless otherwise indicated, no one provided significant real property appraisal assistance to the person(s) signing this certification (if there are exceptions, the name of each individual providing significant real property appraisal assistance is stated elsewhere in this report). ADDRESS OF PROPERTY ANALYZED: 3090 Crown Pointe Blvd W., Naples, FL 34112 APPRAISER: SUPERVISORY or CO- APPRAISER (if applicable): Signature: Signature: Name: Harry Henderson, SRA Name: Title: Review Appraiser Titfe: State Certification #: RD3475 State Certification #: or State License #: RD3475 or State License #: State: FL Expiration Date of Certification or License: 11/30/2014 State: _ Expiration Date of Certification or License: Date Signed: 11/14/2012 Date Signed: ❑ Did ❑ Did Not Inspect Property Page 2 of 2 Form ACR2— "winT01Packet Page -729- Goodkind & Swdt, Inc. 2/26/2013 11.1. File N,... RESTRICTED USE APPRAISAL REPORT Notice of Use Resirkfian. This is a Restricted Use Appraisal Report as defined by SR 2 -2(c) of the Uniform Standards of Professional Appraisal Practice (USPAP). it cannot be property understood without additional information contained in the appraiser's work file. Its use is limited as follows: (a) to the named client and (b) only for the specific intended use stated in this report. Use by anyone other than the named client or for any use other than the specified use is prohibited. The appraisers) assume nofillibphy for any unauthorized use of this appraisal repot lDENTiFICATION: OFCLIENT `AND.STATEMENT,OFNTENDEDUSE This Restricted Use Report is prepared for our client Collier County Government Growth Management Div. ROW for the following intended use: evaluation of drainage easement and temporary construction easements . The appraiser has negotiated the Scope of Work with the Client and has ascertained that the client understands the limitations of this Restricted Use Report and has established that this reporting option is suitable for this assi nment. ,STATEMENT OF:SCOPEOFWORK ." The purpose of this appraisal is to establish just compensation for Collier County's acquisition of two drainage easements (274DE1 274DE2) and two temporary construction easements (274TCE1 274TCE2) needed for storrnwater improvements planned for the area in and around the Crown Pointe community in East Naples (LASIP project #51101). The parent tract where these easements are located is a portion of the Crown Pointe common area lands surrounding the community lake. This parent tract consists primarily of submerged lands and riparian lands; as such the parent tract has no stand -alone development potential or utility beVond its eAsting drainage and limited recreation usage The easements sought to be acquired have no negative impact on these uses (and will, in fact enhance communit -wide drainage functions). 1QEN71F1CATlON FTAE'REALES7AiEsB]SINGAPPRAISED Method(s) of Identification: ❑ USPS Address ® Legal Description ❑ Copy of Survey (attached) ❑ Sketch of Property (attached) Parent Tract: South Shore Villas at Crown Pointe Tract A (Common Area). This tract is located along the south bank of the Crown Pointe community lake in the East Naples area of unincorporated Collier County. An existing drainage structure is located in this area. REALIPROPERTYINTERESTAPPRAISED. , ® Fee Simple ❑ Leasehold ❑ Leased Fee ❑ Other Easement interests (permanent and temporary) are being evaluated in this report. PURPOSE OFTNEAPPRAISAL &DEF:INITION OF-VALUE The purpose of this appraisal is to develop an opinion of: ® market value (as defined), or ❑ other type of value (describe) ® The definition of value is attached to this report, or ❑ The definition of value is: This appraisal seeks to establish fair compensation for the acquisition of the subject easements based upon the underlying market value of the parent tract. Given the parent tract's already limited utility, the added encumbrance associated with the proposed easements is judged to be nominal approximateiV 1 % of the fee interest. Note that the "market value" of the parent tract itself is close to nominal (as largely submerged and riparian lands); say $10,000. At a nominal 1 % encumbrance factor each easement whether ermanent or temporary) would be valued at 100. This report reflects the following value if not Current, see comments : Current he Inspection Date is the Effective Date Retrospective L Prospective EXTENT OFTHE`PROCESS DF COLLECTING CONFIRMING ANDIREPORTMG ',DAT-A, , General Data: On -site inspection public records, general project records, project plans and specifications. Comparable Sales, Rental and Cost Data: Public Records Subject Property Data: Public Records inspections ASSUMP71DNS L1ffING CONDITIONS & AB - RAISHM CERM. CATION ❑ This report is subject to other Extraordinary Assumptions and /or Hypothetical Conditions (attached). ® A statement of ordinary assumptions and limiting conditions is attached. ® A signed Appraiser's Certification is attached. ❑ The following additional Appraiser's Certification statements apply to this report: None H1MiESTAND8ESTl1SE ?,, Summary of the highest and best use of the subject property is: Current Use APPROACHES T4,VAWE DEVEUCIPED Approaches to value developed for this appraisal: ❑ Sales Comparison Approach ❑ Cost Approach ❑ Income Approach Reasons for excluding an approach to value: Nominal value analysis based upon current usage and anticipated negligible impacts of easements. REf�1NCtli1ATTtIN Indicated Value by: Sales Comparison Approach $ see below Cost Approach $ Income Approach $ Reconciliation: 274DE1: $100 274DE2: $100; 274TCE1: $100: 274TCE2: $100 Aggregate Compensation: $400 My (our) Opinion of Value of the Subject Property Is: $ 400 as of: 01/07/2013 which is the Effective Date. SIGNAti1RES APPRAISER Appraiser Name: Hang Henderson, SRA Company: Collier County Growth Management Div. SUPERVISORY APPRAISER (if required) or CO- APPRAISER (if applicable) Supervisory or Co- Appraiser Name: Company: Phone: 239.252 -5847 Fax: Phone: Fax: E -mail: E -mail: harryhendersonngcolliergov.net Date of Report (Signature): 01/07/2013 License or Certification #: RD3475 State: FL Designation: SRA Expiration Date of License or Certification: 11/30/2014 Inspection of Subject: ❑ Interior & Exterior Z Exterior Only LJ None Date of Inspection: 01107/2013 Date of Report (Signature): License or Certification #: State: Designation: Expiration Date of License or Certification: inspection of Subject: ❑ Interior & Exterior Exterior Only LJ None Date of Inspection: A true and complete copy of this report contains _ pages, including exhibits which are considered an integral part of the report This appraisal report may not be properly understood without reference to the information contained in the appraiser's workfile. _ Attached Exhibits: ❑ Definition of Value ® Limiting CondJCertihcation ❑ Photograph Addenda U Narrative Addendum ® Map Addenda ❑ Sketch Addendum ❑ Cost Addendum ❑ Sales Comparison Addend. ❑ Environmental Addendum Form 79W2 —•WmrD Packet Page - 730 -'ioc — 1-800- ALAMODE 12i2uU9 2/26/2013 11.1. Location Map Borrower/Client Property Address city County State Zip Code Lender Collier County Government GMD -Right-of -Wa a is mode, inc: r BALRdORAL -- .76th PI SW GREEN BOU iT""'*me� ". rewesau seun.rpr - ': � Ce[tar free Lry tires :. ri TBth Aye ' f� -•... it W estP�rt Ln o � �� Mcw'Cantilc RVe �40 fi reafaan Ln :.HERON LAKES z WYNDEMERE _ r � , a � � � 4tjyademete-Goantry.Ltu4 ?_. DomesE¢ Ave ,4 _�� iii�YlrJO&fEtnYf -CitdG .: o _ : ••• " } Star Grass Lr, : u c - G 3 _ m MA.nLE1Ma00 - < ¢ �Z- GREY � -- RadloRd --- `Radio _Rd ..- a ..._....._ .._. Copper L.-,f L. ... a °Wa'TNIEW f7LAZA SUMMERVV60D SABP.L.:Lz'iN,a f a. AIRPORT PLAZA CrrurrW Ltu6 • Gvutitrys&9 Pazntcd Leaf I.n \dam- 1 r r } A -3 �OLONADES TSANTR.. _ 4't+tF6ranBE 46t #'ilttls , o � �� Mcw'Cantilc RVe �40 fi reafaan Ln :.HERON LAKES z r � , ?_. DomesE¢ Ave to BRIARWOOD ••• " m . - LwharVgeAvc -- Lamtnon m a SHE Ln - MA.nLE1Ma00 c -- RadloRd --- `Radio _Rd ..- ..._....._ .._. d o a °Wa'TNIEW f7LAZA SUMMERVV60D SABP.L.:Lz'iN,a f a. AIRPORT PLAZA CrrurrW Ltu6 Gvutitrys&9 ,.North Rd =Giza TJU iViERIDlAN 'G.IC& WW 4. it LAGs . -- Pariot Ave.. _ . " - a t`ttilRtry ESTATES SPRINGWOOD :. Chili SHiOPPES AT SANTA - BARBARA p Mi t7 �. Davis Blvd '.. _ ea -i e L _ �._ . e< . Davis etvd - - fJavi5 stud N H. _ -.. ._. WtNTER: PARK - - Subject x ,D point- blvd a 'Laentty crown y Gsa{f & Laua. a Mutt = FALLING Lie6 - 6 c7 WATERS .LLEk BARE ¢ E X 3. r. p� COURTHOUSE n 9 '.SHADOWS _ VORNADCS , ;. Git6de3 Riviar3 - WATERFORD C CR =CKET LAKE .: Catintay '.... Got= _.. ESTATES n ' 00b LAGo VERDE ,OUb ... RnnErw GosF FSA: ES.' SHAEIDVVWC A-1— Dr . ROYAL WOODS _. i -S&I LAKEdAVAWN ` ,dett .. 'ANICAL P-ns_'R40mt ., -.-n. 9° Park 441NDSONv HUNTING-ON Woocs RL5 -r- Thomsssan D - .. °'1�. K86a, — i2attlesnnkeHammock -Rd _ ._.ems OJ _ Gtr„ q— d � -- ➢ _ r, rf.*. �• 7_JLSiz.K ^C"' C. �J- .._.�J 7 -_�1 FormMAP.LOC — "WinTOPacket Page -731-' inc. — 1-800-ALAMODE 2/26/2013 11.1. File No. DEFINITION OF MARKET VALUE: The most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale, the buyer and seller, each acting prudently, knowledgeably and assuming the price is not affected by undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: (1) buyer and seller are typically motivated; (2) both parties are well informed or well advised, and each acting in what he considers his own best interest; (3) a reasonable time is allowed for exposure in the open market; (4) payment is made in terms of cash in U.S. dollars or in terms of financial arrangements comparable thereto; and (5) the price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions* granted by anyone associated with the sale. (Source: FDIC Interagency Appraisal and Evaluation Guidelines, October 27, 1994.) *Adjustments to the comparables must be made for special or creative financing or sales concessions. No adjustments are necessary for those costs which are normally paid by sellers as a result of tradition or law in a market area; these costs are readily identifiable since the seller pays these costs in virtually all sales transactions. Special or creative financing adjustments can be made to the comparable property by comparisons to financing terms offered by a third party institutional lender that is not already involved in the property or transaction. Any adjustment should not be calculated on a mechanical dollar for dollar cost of the financing or concession but the dollar amount of any adjustment should approximate the market's reaction to the financing or concessions based on the appraiser's judgement. STATEMENT OF LIMITING CONDITIONS AND CERTIFICATION CONTINGENT AND LIMITING CONDITIONS: The appraiser's certification that appears in the appraisal report is subject to the following conditions: 1. The appraiser will not be responsible for matters of a legal nature that affect either the property being appraised or the title to it. The appraiser assumes that the titre is good and marketable and, therefore, will not render any opinions about the title. The property is valued on the basis of it being under responsible ownership. 2. Any sketch provided in the appraisal report may show approximate dimensions of the improvements and is included only to assist the reader of the report in visualizing the property. The appraiser has made no survey of the property. 3. The appraiser will not give testimony or appear in court because he or she made an appraisal of the property in question, unless specific arrangements to do so have been made beforehand, or as otherwise required by law. 4. Any distribution of valuation between land and improvements in the report applies only under the existing program of utilization. These separate valuations of the land and improvements must not be used in conjunction with any other appraisal and are invalid if they are so used. 5. The appraiser has no knowledge of any hidden or unapparent conditions of the property or adverse environmental conditions (including the presence of hazardous waste, toxic substances, etc.) that would make the property more or less valuable, and has assumed that there are no such conditions and makes no guarantees or warranties, express or implied, regarding the condition of the property. The appraiser will not be responsible for any such conditions that do exist or for any engineering or testing that might be required to discover whether such conditions exist. This appraisal report must not be considered an environmental assessment of the subject property. 6. The appraiser obtained the information, estimates, and opinions that were expressed in the appraisal report from sources that he or she considers to be reliable and believes them to be true and correct. The appraiser does not assume responsibility for the accuracy of such items that were furnished by other parties. 7. The appraiser will not disclose the contents of the appraisal report except as provided for in the Uniform Standards of Professional Appraisal Practice, and any applicable federal, state or local laws. 8. The appraiser has based his or her appraisal report and valuation conclusion for an appraisal that is subject to satisfactory completion, repairs, or alterations on the assumption that completion of the improvements will be performed in a workmanlike manner. 9. The appraiser must provide his or her prior written consent before the lender /client specified in the appraisal report can distribute the appraisal report (including conclusions about the property value, the appraiser's identity and professional designations, and references to any professional appraisal organizations or the firm with which the appraiser is associated) to anyone other than the borrower; the mortgagee or its successors and assigns; the mortgage insurer; consultants; professional appraisal organizations; any state or federally approved financial institution; or any department, agency, or instrumentality of the United States or any state or the District of Columbia; except that the lender /client may distribute the property description section of the report only to data collection or reporting service(s) without having to obtain the appraiser's prior written consent. The appraiser's written consent and approval must also be obtained before the appraisal can be conveyed by anyone to the public through advertising, public relations, news, sales, or other media. 10. The appraiser is not an employee of the company or individual(s) ordering this report and compensation is not contingent upon the reporting of a predetermined value or direction of value or upon an action or event resulting from the analysis, opinions, conclusions, or the use of this report. This assignment is not based on a required minimum, specific valuation, or the approval of a loan. Page 1 of 2 Form ACR2— "WinTOlPacket Page –732– inc. -1- 800 - ALAMODE File No. CERTIFICATION: The appraiser certifies and agrees that: 1. The statements of fact contained in this report are true and correct 2/26/2013 11.1. 2. The reported analyses, opinions, and conclusions are limited only by the reported assumptions and limiting conditions and are my personal, impartial and unbiased professional analyses, opinions, and conclusions. 3. Unless otherwise indicated, I have no present or prospective interest in the property that is the subject of this report and no personal interest interest with respect to the parties involved. 4. Unless otherwise indicated, I have performed no services, as an appraiser or in any other capacity, regarding the property that is the subject of this report within the three -year period immediately preceding acceptance of this assignment. 5. 1 have no bias with respect to the property that is the subject of this report or the parties involved with this assignment. 6. My engagement in this assignment was not contingent upon developing or reporting predetermined results. 7. My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the client, the amount of the value opinion, the attainment of a stipulated result, or the occurrence of a subsequent event directly related to the intended use of this appraisal. 8. My analyses, opinions, and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice that were in effect at the time this report was prepared. 9. Unless otherwise indicated, I have made a personal inspection of the interior and exterior areas of the property that is the subject of this report, and the exteriors of all properties listed as comparables. 10. Unless otherwise indicated, no one provided significant real property appraisal assistance to the person(s) signing this certification (if there are exceptions, the name of each individual providing significant real property appraisal assistance is stated elsewhere in this report). ADDRESS OF PROPERTY ANALYZED: APPRAISER: SUPERVISORY or CO- APPRAISER (if applicable): Signature: Signature: Name: Harry Henderson, SRA Name: Designation: SRA Designation: State Certification #: 01/07/2013 State Certification #: or State License #: RD3475 or State License #: State: FL Expiration Date of Certification or License: 11/30/2014 State: _ Expiration Date of Certification or License: Date Signed: 01/07/2013 Date Signed: ❑ Did ❑ Did Not Inspect Property Page 2 of 2 Form ACR2— "WinT01Packet Page -733- Inc. — 1- 800•ALAMODE