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Agenda 06/11/2013 Item #11E6/11/2013 11. E. 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 "Crews Road, Cope Lane and Sandy Lane/Wing South Interconnect" segment of the Lely Area Stormwater Improvement Project. (Project No. 51101.) Estimated fiscal impact: $850,000. OBJECTIVE: To authorize the condemnation of easements necessary for the construction of the "Crews Road, Cope Lane, and Sandy Lane /Wing South Interconnect" 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 Stormwater 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 "Crews Road, Cope Lane, and Sandy Lane /Wing South Interconnect" easement acquisition area. A new weir will be constructed along with approximately 5,000 linear feet of open channel and closed channel flow systems between Santa Barbara Boulevard and the Wing South Air Park. Additionally, existing ditches and canals will be deepened and widened in order to alleviate flooding during typical rainfall conditions and maintenance pathways will be constructed adjacent thereto. Construction will commence in the second half of 2014. A technical memorandum is attached from Jared Brown, P.E. of Johnson Engineering, the consulting engineering firm designing and permitting this segment 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 Packet Page -549- 6/11/2013 11. E. real property specified on each legal description attached to the resolution, represent the most feasible location, and are necessary for the construction of these phases of the LASIP project. In addition to the direct cost of all easements required for construction, the County is also required pay severance damages to remaining properties caused as a result of the part taken to construct the project, 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, according to Sections 73.091 and 73.092, F.S. To the extent settlements are achieved in lieu of litigation, these costs may be reduced significantly. FISCAL IMPACT: The fiscal impact associated with this item is estimated to be $850,000. Funds are available in the Stormwater Capital Improvement Fund. 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 has been reviewed as to form and legality, and requires a majority vote for Board approval. -JW GROWTH MANAGEMENT IMPACT: This recommendation is consistent with the County's Growth Management Plan. RECOMMENDATION: That the Board of County Commissioners of Collier County: I . 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 Jared Brown, P.E.; and d) Appraisal reports. Packet Page -550- COLLIER COUNTY Board of County Commissioners Item Number: 11.11.11. 6/11/2013 11. E. Item 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 "Crews Road, Cope Lane and Sandy Lane /Wing South Interconnect" segment of the Lely Area Stormwater Improvement Project. (Project No. 51101.) Estimated fiscal impact: $850,000. (Margaret Bishop, Transportation Engineering Sr. Project Manager) Meeting Date: 6/11/2013 Prepared By Name: BoschRobert Title: Right Of Way Coordinator,Transportation Engineerin 12/10/2012 11:39:23 AM Approved By Name: LynchDiane Title: Administrative Assistant Date: 5/30/2013 3:50:02 PM Name: TaylorLisa Title: Management/Budget Analyst,Transportation Administr Date: 5/30/2013 4:22:48 PM Name: BishopMargaret Title: Project Manager, Senior,Transportation Engineering Date: 5/31/2013 9:14:16 AM Name: KearnsAllison Date: 5/31/2013 11:26:08 AM Name: AhmadJay Title: Director - Transportation Engineering,Transportation Engineering & Construction Management Date: 5/31/2013 3:00:22 PM Packet Page -551- Name: ShueGene Date: 5/31/2013 5:02:53 PM Name: GossardTravis Title: Superintedent - Roads & Bridges,Transportation Eng Date: 6/3/2013 8:51:51 AM Name: HendricksKevin Title: Manager - Right of Way,Transportation Engineering Date: 6/3/2013 12:30:32 PM Name: WrightJeff Title: Assistant County Attomey,County Attorney Date: 6/4/2013 8:28:31 AM Name: MarcellaJeanne Title: Executive Secretary,Transportation Planning Date: 6/4/2013 9:45:17 AM Name: UsherSusan Title: Management/Budget Analyst, Senior,Office of Manage Date: 6/4/2013 12:44:56 PM Name: KlatzkowJeff Title: County Attorney Date: 6/4/2013 3:42:53 PM Name: OchsLeo Title: County Manager Date: 6/4/2013 6:08:27 PM Packet Page -552- 6/11/2013 11. E. 6/11/2013 11.E. 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 "CREWS ROAD, COPE LANE AND SANDY LANE/WING SOUTH INTERCONNECT" 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 "Crews Road, Cope Lane and Sandy Lane/Wing South Interconnect" is one phase (hereinafter referred to as the "Project "); and WHEREAS, the Project includes the construction of maintenance pathways and open and closed channel flow systems, and the expansion of existing flow systems in order to improve the 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 Packet Page -553- 6/11/2013 11. E. 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 "Crews Road, Cope Lane and Sandy Lane/Wing South Interconnect" segment of the Lely Area Stormwater Improvement Project located in East Naples, and for providing access to the improvements, in order to protect the health, safety and welfare of the citizens of Collier County. AND IT IS FURTHER RESOLVED that acquisition of the Property and construction upon the Property is part of the County's long range planning effort to alleviate flooding in the East Naples area. AND IT IS FURTHER RESOLVED that the Board has reviewed the staff report and considered the presentation concerning alternative locations for the Project, various impacts to the environment, public safety and welfare considerations associated with the design and construction of the Project, and the costs associated with the design, property rights acquisition, and construction of the Project; and the Board finds that after consideration of these issues, the most feasible location for construction of the proposed improvements is collectively represented by the legal descriptions comprising Exhibit "A" attached hereto and incorporated herein. AND IT IS FURTHER RESOLVED that the perpetual, non - exclusive drainage, access and maintenance 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 to construct and maintain a stabilized roadbed facility capable of providing access for vehicles and equipment for perpetual maintenance of drainage facilities thereon and adjacent thereto. Condemnation Resolution Packet Page -554- 6/11/2013 11. E. 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 Project. AND IT IS FURTHER RESOLVED that all of the Property shall be put to public purposes. AND IT IS FURTHER RESOLVED that the County Manager or his designee and the Office of the County Attorney are hereby authorized and directed to immediately acquire by gift, purchase or condemnation, in accordance with the provisions of Chapters 73, 74 and 127, Florida Condemnation Resolution Packet Page -555- 6/11/2013 11. E. Statutes, the real property interests more particularly described in Exhibit "A ", attached hereto and incorporated herein. AND IT IS FURTHER RESOLVED that the County Manager or his designee are hereby authorized and directed to make, purchase offers to property owners for the land and easements required to construct the Project, which offers shall be based upon estimates of the market value of the subject real estate (real estate appraisals) which have been developed by licensed state - certified general real estate appraisers. 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 second and majority vote. ATTEST: DWIGHT E. BROCK, Clerk Approved as to form and legal sufficiency: Jeff E. Wright Assistant County Attorney day of , 2013, after motion, BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA By: Georgia A. Hiller, Esq. Chairwoman Condemnation Resolution Packet Page -556- 6/11/2013 11.E. EXHIBIT "A" Page 1 of 30 LEGAL DESCRIPTION PERPETUAL, NON - EXCLUSIVE DRAINAGE, ACCESS AND MAINTENANCE EASEMENT PARCEL NO.220DAME LYING IN THE NE 1/4 OF THE SE 1/4 OF SECTION 8, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA A tract or parcel of land lying in the Northeast Quarter (NE 1/4) of the Southeast Quarter (SE 1/4) of Section 8, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Beginning at the southwest corner of Parcel 2, Jasmine Court at Falling Waters as recorded in Plat Book 19, page 62, public records of Collier County, Florida, thence North 00 °47'15" West on the west line of said Parcel 2 for 11,00 feet; thence South 89 °21'37" East, departing said west line for 38.94 feet to an intersection with the west line of Magnolia Cove Condominium as recorded in Official Records Book 2538, page 385, said public records; thence South 00 042'15" East on said west line for 11.00 feet to an intersection with the south line of said Parcel 2; thence North 89 °21'37" West on said south line for 38.93 feet to the Point of Beginning.. Parcel contains 428 square feet (0,01 acres), more or less.. Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the south line of the Northwest Quarter (NW 1/4) of the Northeast Quarter (NE 1/4) of the Southeast Quarter (SE 1/4) of said Section 8 bears North 89° 21'37" West.. 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EXHIBIT "A" Page 3 of 30 LEGAL DESCRIPTION PERPETUAL, NON - EXCLUSIVE DRAINAGE, ACCESS AND MAINTENANCE EASEMENT PARCEL NO.. 222DAME LYING IN THE NE 1/4 OF THE SE 1/4 OF SECTION 8, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA A tract or parcel of land lying in the Northeast Quarter (NE 1/4) of the Southeast Quarter (SE 1/4) of Section 8, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Beginning at the southeast corner of Parcel 2, Jasmine Court at Falling Waters as recorded in Plat Book 19, page 62, public records of Collier County, Florida, thence North 89 °21'37" West on the south line of said Parcel 2 for 294,59 feet to an intersection with the west line of Magnolia Cove Condominium as recorded in Official Records Book 2538, page 385, said public records; thence North 00 042'15" West on said west line for 11,00 feet to an intersection with a line 11 feet north of (as measured on perpendicular) and parallel with the south line of said Parcel 2; thence South 89 °21'37" East on said parallel line for 304.57 feet to an intersection with the east line of said Magnolia Cove Condominium; thence South 00 °48'06" East on said east line for 11..00 feet to an intersection with the south line of said Parcel 2; thence North 89 °21'37" West on said south line for 10.00 feet to the Point of Beginning.. Parcel contains 3,349 square feet (0.08 acres), more or less„ Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the south line of the Northwest Quarter (NW 1/4) of the Northeast Quarter (NE 1/4) of the Southeast Quarter (SE 1/4) of said Section 8 bears North 89° 21'37" West., TECM - ROW AUG 16 2012 July 2, 2012 (Not Valid Without Sheet 2 of 2) Sheet 1 of 2 Packet Page -559- w to d £ZLL 30Vd 6£L£ N0013 80 on . ZO0OZ660400 'ON 13321Vd XVi off' 4 38fnoon '3 3NNVor v s3'NVr p Q 0 � Cn °1 7 O n N N. N W d N Z O W rr�J(L UCH Z o r of a 00W1 Qn ao W vi w w kn ti 3 y. w(n N O m r rr w 0O w �% O Z � W J 1- W w \ W z =� J � � W tn0 Z d W ;� m � d n OQ a ym N Y c� O �o Co Zy o Co Co a- z M m N N O O] m J0 J I 1 USN^. wZwcP Q O Q 6 a o, 0. om Page 4 N J I W U Q a W N 0,0 W U IL J 0. 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EXHIBIT "A" Page 5of30 LEGAL DESCRIPTION PERPETUAL, NON - EXCLUSIVE DRAINAGE, ACCESS AND MAINTENANCE EASEMENT PARCEL NO.224DAME LYING IN THE NE 1/4 OF THE SE 1/4 OF SECTION 8, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA A tract or parcel of land lying in the Northeast Quarter (NE 1/4) of the Southeast Quarter (SE 1/4) of Section 8, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Beginning at the southeast corner of Magnolia Cove Condominium as recorded in Official Records Book 2538, page 385, public records of Collier County, Florida, thence North 00 °48'06" West on the east line of said Condominium for 24..01 feet; thence South 89 °21'37" East departing said east line for 125.04 feet; thence South 00 °48'06" East for 24.,01 feet to an intersection with the south line of a parcel as recorded in Official Records Book 3139, page 1123, said public records; thence North 89 °21'37" West on said south line for 125,04 feet to the Point of Beginning., Parcel contains 3,001 square feet (0.07 acres), more or less.. Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the south line of the Northwest Quarter (NW 1/4) of the Northeast Quarter (NE 1/4) of the Southeast Quarter (SE 1/4) of said Section 8 bears North 89° 21'37" West.. 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O z N WW O x U ° rn Lj H z00Z o W F O Q wQ H_ z �zw O x H 0 F- = 00 3 L'i < Li °d- v Q Q � z o�(n > ° Ldw Q O z a. m Q >y W :D z Ul FD LLJ r W mLJL,Iozs LLJ LLI < ~ w (n W Z T y O Q O z= ° W�(nZ m Cn O O W in Z- w z Z F- O Z (t7 0� J OJO�--Z LLJ p (D r�=zzU0z m LLJ LLJ O U p w L� Y CY (nl Q OT (f) O Q LL U° m J Q Q f- rj vn H O�L�pC]��C- U Lw2CL �QL- 00 UF^ z IY O 11 o d 0 JCL o om U) w w w II U II II II U U ¢oo 0 (n �m °z� =wOLi <u (L L] ec U� °a <<S ZO O -: K W I- Sao a n OX Q z¢ J f C of C LLLL 3 ( a vai v i ° W ° i W zz bnv saq (3mat zz) a' Packet Page -562- 900- C££eoLOZ \Sa4Olwis \900- £££90L0z \s N O 117; N Z ¢o a UO by Q Q U ¢ a t� N N to O 't m 0 rx -'mrn N Viv�p w W �C nQYUm NZa L.i i a N N i Q N 0 0 H LU W H LD LLJ Lt, � � N m Q W WzQ Q�wO r.. u. NO O Ch z COw�0 Zzxu W LLIzw U F" 03 i L) a °z �a 6/11/2013 11. E. EXHIBIT "A" Page 7 of 30 LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT PARCEL NO.230TCE LYING IN THE SOUTHEAST QUARTER (SE 1/4) OF SECTION 8, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA A tract or parcel of land lying in the Southeast Quarter (SE 114) of Section 8, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Commencing at the southwest corner of the West Half (W 1/2) of the Northwest Quarter (NW 1/4) of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) of said Section 8; thence North 00 °47'15" West on the west line of said fraction for 30,01 feet to an intersection with a line 30 feet north of (as measured on a perpendicular) and parallel with the south line of said fraction; thence South 89 °05'20" East on said parallel line for 102.49 feet to the Point of Beginning, From said Point of Beginning thence North 00 °54'40" East departing said parallel line for 6..00 feet to an intersection with a line 36 feet north of (as measured on a perpendicular) and parallel with the south line of said fraction; thence South 89 °05'20" East for 75.,00 feet; thence South 00 054'40" West departing said parallel line for 6 „00 feet to an intersection with a line 30 feet north of (as measured on a perpendicular) and parallel with the south line of said fraction; thence North 89 °05'20” West on said parallel line for 75„00 feet to the Point of Beginning.. Parcel contains 450 square feet (0,.01 acres), more or less„ Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the west line of the West Half (W 1/2) of the Northwest Quarter (NW 114) of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) of Section 8 bears North 000 47'1511 West., TEMPORARY CONSTRUUMN EASEMENT DURATION I YEARS. TECM - Role January 17, 2012 AUG 16 2012 (Not Valid Without Sheet 2 of 2) Sheet 1 of 2 Packet Page -563- 9104 39Vd 6004 71008 8 0 40004820400 'ON 13 -laVd XV1 ONI ''OOSSV 831SVW S831VM ONIIIV3 o� v v z zV) ww = O o` N w \ N W 3� wo o z Vw7 J w r = w m 0 mow co -�w woo boa U O < J �LLo ?�0m �w °Qo W 0 rz O U zw wN 2 w r O wo- C \ \r �w wz r F- 1y W O O d z� J N 0 ww 3 r O O 0 O Cn .SC 0 O O U o CO � 4 p g: 0. ,O O O � Cs7 rh O CM � h;W �o S tOV 39Vd 6004 )4008 60 L0009L40400 'ON 7308Vd XV1 ONI "OOSSV N31SM SN31VM 9NIIIV3 7 W �- Z yj O zv w w x `^ W O c N r N uj 2 F= r W o° o- Z � s 'n rw a a= O A£' O 0 M ti tl� 0 O i` D O 1Y V) w U EXHIBIT "A" ZZ�OVd Z4bH o0 0�30Z add dl V V1S3 NOS83ONY '0 0380IIW W 0 o-m 3 a Z V F= 1n O ° a 3Ul w = w � p 0 W Q Z aw w Pq ry E-+ cc, 6/11/2013 11.E. O N O N O� 0 z�w w U q II ppa � Woa O Nzm U N J -Iwo T � N g `am a o o <° W 0 0 z z z N [z.. O w s H O O F 3 Q O z -d60 :9 - ZIOZ Cl 6nV sa4 (3010£Z) 5--' `° ., - cA,MIQ.C. 900- ££CSOtOZ \sagata>,S \800- £££90LOZ�S Packet Page -564- 0 w N I OLtl z� C j 0 x� �Co HW 0 Cn W U M d N N O odor m 0 O m Q�NMN O J L N Z = 4 m a Z H W LLJ Z tH^ V w F~ rA [x1 t7 Q N r } d Z F z =o Uzzw 3 z O v f 0 F O wW 1n to �Z I Ul Cy Q � W . p U IM Z Q J CL d U W ow Q W p xFt 4 g ^ 4 O u7 L� \r m Z - O O z �ZM �� CD< (:5 M o 0 ° O ..>w fY a < m = w LLI V) Q w Q�-w O W �LLJz w� �a �cn¢ z(n �F- o¢ �0C) U O OpF Opp O Z - ZWZ �O L11 wUO - -z z w z F--7 Nzu o0 mwz¢ i ¢ :;� Q O U z W N¢ M w O u1 ¢¢r > wn >zw� ate° ao�� V)w� U ma w o z0Vn O N O N O� 0 z�w w U q II ppa � Woa O Nzm U N J -Iwo T � N g `am a o o <° W 0 0 z z z N [z.. O w s H O O F 3 Q O z -d60 :9 - ZIOZ Cl 6nV sa4 (3010£Z) 5--' `° ., - cA,MIQ.C. 900- ££CSOtOZ \sagata>,S \800- £££90LOZ�S Packet Page -564- 0 w N I OLtl z� C j 0 x� �Co HW 0 Cn W U M d N N O odor m 0 O m Q�NMN O J L N Z = 4 m a Z H W LLJ Z tH^ V w F~ rA [x1 t7 Q N r } d Z F z =o Uzzw 3 z O v f d 0! w 0o \ O F O w CD Z Z Vs Ul Cy Q � W . J O 2� V Z O U W ow r� w ,n ma t Z 00 .} (n W Q Q 0'_ <D rl) rnro� L� \r m Z - O O JpU sy dr' O U W z p woa N Q w ° F- ¢ w F- _ Z a W r W U Q vz boo Z w O ZO00_--�) fY a < m o Q N z� m O W U \V) Y ZaCC o< o V) Q w Q�-w O W �LLJz m� mw 00 F-Z w¢w VSw Q ¢OMCO �o �F- o¢ �0C) U O OpF O Z - ZWZ �O L11 wUO - -z z w z F--7 Nzu o0 mwz¢ i Z w O w Owwwa V7Q �OCCOOo O Z� o w \ U ¢ Q t=nozW�zzZalloo F- 0 0 Y V)w� U Z0 w x0Odd �� m w� w F�~ w U m C) U U �11¢ � M U w� ¢w -z1'OO C3 6- OF 0 0 -C-0 0 0_0 - C14 rri � ui (6 r-� O N O N O� 0 z�w w U q II ppa � Woa O Nzm U N J -Iwo T � N g `am a o o <° W 0 0 z z z N [z.. O w s H O O F 3 Q O z -d60 :9 - ZIOZ Cl 6nV sa4 (3010£Z) 5--' `° ., - cA,MIQ.C. 900- ££CSOtOZ \sagata>,S \800- £££90LOZ�S Packet Page -564- 0 w N I OLtl z� C j 0 x� �Co HW 0 Cn W U M d N N O odor m 0 O m Q�NMN O J L N Z = 4 m a Z H W LLJ Z tH^ V w F~ rA [x1 t7 Q N r } d Z F z =o Uzzw 3 z O v f 6/11/2013 11.E. EXHIBIT "A" Page 9 of 30 LEGAL DESCRIPTION PERPETUAL, NON - EXCLUSIVE DRAINAGE, ACCESS AND MAINTENANCE EASEMENT PARCEL NO. 232DAME LYING IN THE SOUTHEAST QUARTER (SE 1/4) OF SECTION 8, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA A tract or parcel of land lying in the Southeast Quarter (SE 1/4) of Section 8, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Beginning at the northwest quarter of the West Half (W 1/2) of the Southwest Quarter (SW 1/4) of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) of said Section 8; thence South 89 °05'20" East on the north line of said fraction for 33190 feet to an intersection with the east line of said fraction; thence South 00 °48'06" East on said east line for 20„01 feet to an intersection with a line 20 feet south of (as measured on a perpendicular) and parallel with the north line of said fraction; thence North 89 °05'20" West on said parallel line for 333.91 feet to an intersection with the west line of said fraction; thence North 00 °47'15" West on said west line for 20.,01 feet to the Point of Beginning. Parcel contains 6,678 square feet (0,15 acres), more or less., Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the north line of the West Half (W 1/2) of the Southwest Quarter (SW 1/4) of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) of said Section 8 bears South 89° 05' 20" East.. TECM - ROW AUG 16 2012 December 1, 2011 (Not Valid Without Sheet 2 of 2) Sheet 1 of 2 Packet Page -565- 9104 30Vd 6004 NOOe 8 0 400049Z0400 'ON 1308Vd XVi 'ON1 'OOSSV 631SVN S831VM 0N17V3 m U O p. O J LO -�w C7 � O Q 0 4 U°ef z O C � U O �a �X� bq0 r SI04 39Vd 6004 NOOB 'N 0 L0009LVOWO 'ON 130 X 2N d V1 ONI 'OOSSY S31SVW 5831VM ONITlV3 EXHIBIT "ALL 00004Z40V0atbAMR V30 31ViS3 NOS830NV '0 0 HO-IM 0 ti 6/11/2013 11.E. 0 N = ~W I p U M Lr z J J W Q a a LL a Li.lpLO a Z�- Lu .�rZ =Jw � a 4 Q /J U Q z N U Q Q M F- a� o3'¢a / O U z p o LJ EA U Q Ln W > z O tY ¢ -j ¢oar maL, o z0LA LLLJ cD O < CN z_ = Ln Z Ln �- 0 V) n z J 0 n 0 Q O Q O Z NO O LLJ W N) \ Ln ~ Of z 00 O (n Q Q - L, Ln j 0_ O W 00 ZO W V) W = = p = W < ~ h- Q U O Z Q n O (n (nV Ln z N L,,) LLJ W oz\.Q0-m OC�mO'� Ow Li Co E m�W 00 rW O � zm m d z C F LLJ W ~ O W Z O of 0 =� U X O D Q O W ¢ 6 O O zOLi Z wcn 0 Z,1�oz af 00 W W F- _ �ZUwZQ �d 2 < F c V)F-M tfl2 Z W 0 0LLJL��t�i cnQ OW Z V) OH O ¢Q z z w z �- (n g �- in O � ZUW ZQ Op Ln rLwMa o Ur L7Qz �X0_ II 0-j zowp(no II mW(y �Q p w.f� >no LLo Cif Lo W =�\ =WOW QW m LL_ F O 0_ O O 0-0 N r7 4 LSD LD r`^ 0 0 v w V Ln CL o N 0 1J° 0 w 0 z w z N O LLI LLI rn 2 O 3 Q a O z I I I -dOI =S - ZLOZ CL 6nV Saq (3ViVQZCZ) 6..n nnnv era�� _ sauataaS 90O- CCC90I0Z \sa4�laamS \900- CCC90LOZ \:S Packet Page -566- O w � z Z H N O 04 0 U o 0 w z I J P xQ �w U � S � O d N O \ I�! 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X11 U W V w J i( W O0 Q W 2:: Ln W w0fl k "SON \\ O O =Za WO �Crm 3� M Ch d¢ w S M W Z 0 � X X O 00 °< Z V) O O o7 Z z� 11 0 w 0 a m m 30 3U n� y0 wi w w = Ln w = W o° o� �`, O N \ w 12 t0 1 '' W Y z u W ~ C Q ' V 11 Lih 2004 WOO qa� �z� �w O w �V N O ¢ V) �Q0 W W LLJ z¢m 3m z7 d 0 ti 6/11/2013 11.E. 0 N = ~W I p U M Lr z J J W Q a a LL a Li.lpLO a Z�- Lu .�rZ =Jw � a 4 Q /J U Q z N U Q Q M F- a� o3'¢a / O U z p o LJ EA U Q Ln W > z O tY ¢ -j ¢oar maL, o z0LA LLLJ cD O < CN z_ = Ln Z Ln �- 0 V) n z J 0 n 0 Q O Q O Z NO O LLJ W N) \ Ln ~ Of z 00 O (n Q Q - L, Ln j 0_ O W 00 ZO W V) W = = p = W < ~ h- Q U O Z Q n O (n (nV Ln z N L,,) LLJ W oz\.Q0-m OC�mO'� Ow Li Co E m�W 00 rW O � zm m d z C F LLJ W ~ O W Z O of 0 =� U X O D Q O W ¢ 6 O O zOLi Z wcn 0 Z,1�oz af 00 W W F- _ �ZUwZQ �d 2 < F c V)F-M tfl2 Z W 0 0LLJL��t�i cnQ OW Z V) OH O ¢Q z z w z �- (n g �- in O � ZUW ZQ Op Ln rLwMa o Ur L7Qz �X0_ II 0-j zowp(no II mW(y �Q p w.f� >no LLo Cif Lo W =�\ =WOW QW m LL_ F O 0_ O O 0-0 N r7 4 LSD LD r`^ 0 0 v w V Ln CL o N 0 1J° 0 w 0 z w z N O LLI LLI rn 2 O 3 Q a O z I I I -dOI =S - ZLOZ CL 6nV Saq (3ViVQZCZ) 6..n nnnv era�� _ sauataaS 90O- CCC90I0Z \sa4�laamS \900- CCC90LOZ \:S Packet Page -566- O w � z Z H N O 04 0 U o 0 w z I J P xQ �w U � S � O d N O \ I�! M �^ M �t0 pG�.ym OQ� d �Mp�N L M up N VI 04 .t0 W W O J Z X 10j Eon . NZa- Z H Lij W Z H W w b O 0¢� � C O Q LU j N Wv2E d F'p z Z z' o (i z3w uro� J, Ou L EXHIBIT "A" 6/11/2013 11. E. Page 11 of 3U PROJECT NO. 51101 (LASIP) PARCEL NO. 233DAME FOLIO NOS. 00404320001 & 00406400000 LEGAL DESCRIPTION & SKETCH (NOT A SURVEY) THE SOUTH 27 FEET OF THE WEST ONE HALF (W %) OF THE WEST ONE HALF (W 1/) OF THE NORTHEAST ONE QUARTER (NE %) OF THE SOUTHEAST ONE QUARTER (SE %) OF THE SOUTHEAST ONE QUARTER (SE '/.) OF SECTION 8, TOWNSHIP 50 SOUTH, RANGE 26 EAST, ALONG WITH THE SOUTH 27 FEET OF THE EAST ONE HALF (E '/) OF THE WEST ONE HALF (W '!) OF THE NORTHEAST ONE QUARTER (NE %) OF THE SOUTHEAST ONE QUARTER (SE %) OF THE SOUTHEAST ONE QUARTER (SE %) OF SECTION 8, TOWNSHIP 50 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. (CONTAINING 9,015 SQ. FT., MORE OR LESS) FOLIO NO. FOLIO NO, 00404320001 00406400000 OR 4009 / PG4015 OR 4009 / PG4015 27 FEET SKETCH NOT TO SCALE Colin County GrwahMana vwtfiw" -TrarW t bmEn9rne "Department Packet Page -567- N 'ECM - ROW MAY 2D2013 g5t20113326 PM EXHIBIT "A" Page 12 of 30 6/11/2013 11. E. LEGAL DESCRIPTION PERPETUAL, NON - EXCLUSIVE DRAINAGE, ACCESS AND MAINTENANCE EASEMENT PARCEL NO.234DAME LYING IN THE SOUTHEAST QUARTER (SE 1/4) OF SECTION 8, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA A tract or parcel of land lying in the Southeast Quarter (SE 1/4) of Section 8, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Beginning at the northwest corner of the East Half (E 1/2) of the Southwest Quarter (SW 1/4) of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) of said Section 8; thence South 89 °05'20" East on the north line of said fraction for 333.90 feet to an intersection with the east line of said fraction; thence South 00 048'56" East on said east line for 20..01 feet to an intersection with a line 20 feet south of (as measured on a perpendicular) and parallel with the north line of said fraction; thence North 89 °05'20" West on said parallel line for 333.91 feet to an intersection with the west line of said fraction; thence North 00 048'06" West on said west line for 20..01 feet to the Point of Beginning,. Parcel contains 6,678 square feet (0.15 acres), more or less,. Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the north line of the East Half (E 1/2) of the Southwest Quarter (SW 1/4) of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) of said Section 8 bears South 89° 05' 20" East.. TECM - ROW December 1, 2011 AUG 16 2012 (Not Valid Without Sheet 2 of 2) Sheet 1 of 2 Packet Page -568- 91017 30Vd 600* x008 210 LOOM:V0VO0 'ON 130NVd XV1 ONI "OOSSV 213LSVIN SN31VM 0NI11V3 U Z 0 0 o0 r a V) Co Q N O Q V. of Z O WOO Q m a ox� ZQo J � Q W !ID Z uj �o Nuj w 0 �o d' O_ N W ,Zn W M W W � O O ww zN J =w zo Qc 00 z �o 3 O w� =0 W� o� N W N W w H 0 >L V O U] � w W w qz�' W 0 4zo D O N W U EXHIBIT "A" 0£ a(gOd1r36�af0�0y 0 ZOOO9Z40�00 ON 13 :)HVd XVl NNU10 NVO V, Q O Qr 6/11/2013 11. E. O OD Q W Z 7: N Z aO I w J � v p. 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From said Point of Beginning thence South 00 °03'35" West on said parallel line for 60 00 feet to an intersection with a line 60 feet south of (as measured on a perpendicular) and parallel with the north line of said fraction; thence North 89 °24'39" West on said parallel line for 432.70 feet; thence South 84 °30'34" West departing said parallel line for 158 70 feet to an intersection with the east line of an Order of Taking as recorded in Official Records Book 4342, page 3969, public records of Collier County, Florida, and a point of a non - tangent curvature; thence northerly along said curve concave to the west, having a radius of 3,082.00 feet (delta 01'26'38 ") (chord bearing North 07 °56`27" West) (chord 77 67 feet) for 77,67 feet to an intersection with the north line of said fraction; thence South 89 °24'39" East on said north line for 601 -48 feet to the Point of Beginning. LESS AND EXCEPTING THEREFROM THE NORTH FORTY FEET (40') OF THE WEST ONE HALF (W %) OF THE NORTHWEST ONE QUARTER (NW 1/4) OF THE NORTHWEST ONE QUARTER (NW %) OF THE NORTHWEST ONE QUARTER (NW %) OF SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. Bearings here'inabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the north line of the Northwest (NW 1/4) of the Northwest (NW 1/4) of the Northwest (NW 1/4) of said Section 16 bears South 89° 24' 39" East 4 ' EaT aaa G rr Ytrw"li M.air]') �5 roc Drs:r. H'JH to iWr d' .I Ja 'JI 1M • W' 1!I[ ..1 Or '2CPCM C `` N09 9'90 -R 90.00-1 1 m roil Drsr. \1, 1 LESS AND EXCEPTION PARCEL j R =Y09�.00'" T iris -70- 'LL YtH FJiX yry.. N,,.E "aP Uk Bi"V M, a LE 5.2 O r ..�. 3 U '{'` � • GE .wi6V [ cf .1 „L [� PR NV t!J iJ( 1K � N i THIS IS NOT A SURVEY THE ABOVE DESCRIBED PARCEL CONTAINS 25,202 SQUARE FEET, MORE OR LESS. TECM - ROW cam« County Growth Wnageiwt oivisan - Trenepnrotm En9 rV aepamnen! MAY 2 12013 0512+113 3:05 Pan Packet Page -570- 6/11/2013 11. E. EXHIBIT "A" Page 15 of 30 LEGAL DESCRIPTION PERPETUAL, NON - EXCLUSIVE DRAINAGE, ACCESS AND MAINTENANCE EASEMENT PARCEL NO. 236DAME2 LYING IN THE SOUTHWEST QUARTER (SW 1/4) OF SECTION 9, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA A tract or parcel of land lying in the Southwest Quarter (SW 1/4) of Section 9, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Beginning at the southeast corner of the Southwest Quarter (SW 1/4) of the Southwest Quarter (SW 1/4) of the Southwest Quarter (SW 1/4) of said Section 9; thence North 89 °24'39" West on the south line of said fraction for 30.00 feet to an intersection with a line 30 feet west of (as measured on a perpendicular) and parallel with the east line of said fraction; thence North 00 °50'23" West on said parallel line for 10,.00 feet to an intersection with a line 10 feet north of (as measured on a perpendicular) and parallel with the south line of said fraction; thence South 89 °24'39" East on said parallel line for 30.,00 feet to an intersection with the east line of said fraction; thence South 00 °50'23" East on said east line for 10..00 feet to the Point of Beginning. Parcel contains 300 square feet (0 01 acres), more or less.. Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the south line of the Southwest Quarter (SW 1/4) of the Southwest Quarter (SW 1/4) of the Southwest Quarter (SW 1/4) of said Section 9 bears North 89° 24' 39" West, TECM - ROW August 2, 2012 AUG 16 2012 (Not Valid Without Sheet 2 of 2) C"__� , —C Packet Page -571- I I Woo° 0 _0 r v U LJ �pN En W N � O � o� 0ow zC< 0 woa O to F °'07 o o 43) >zra) � w z xQ W O z U Z D ° W W p¢m Ova O J d V w mQ0 LU r O chi) r o3 ~ w W F Ln Mlj w �]Or N Z o W. -It C�o� O � En Ul Page 16 of 30 I Woo° LU M .� CO 2 O o Z 0 °m0a 01 0 OL O to �, N o � W � Ld W U O xQ O 3° O 7 LU N a o3 O H Mlj w Q w (n p O W CrD , y z- J 4 0 0 O D 0 01 Om O Z W Q Ca�O¢ ,r oo° wm ;n p z r z a:z 0 wo O W p O w ZQ O M N CL O 0 < W �_ r� ti N 01 W X Z J Ly O x \ O V) Page 16 of 30 C1MVA31no9 I3SNns 0 0 O OS R1 r O N 0 C O Ln N n W <�!o ova coa Oo C; 'n Q Z M TWO V QQm oC� xo W 6/11/2013 11. E. 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EXHIBIT "A" Page 17 of 30 LEGAL DESCRIPTION PERPETUAL, NON - EXCLUSIVE DRAINAGE, ACCESS AND MAINTENANCE EASEMENT PARCEL NO.238DAME LYING IN THE SOUTHWEST QUARTER (SW 1/4) OF SECTION 9, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA A tract or parcel of land lying in the Southwest Quarter (SW 1/4) of Section 9, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Beginning at the southeast corner of the Southeast Quarter (SE 1/4) of the Southwest Quarter (SW 1/4) of the Southwest Quarter (SW 1/4) of said Section 9; thence North 89 °24'39" West on the south line of said fraction for 653..84 feet to an intersection with the west line of said fraction; thence North 00 °50'23" West on said west line for 30,.01 feet to an intersection with a line 30 feet north of (as measured on a perpendicular) and parallel with the south line of said fraction; thence South 89 °24'39" East on said parallel line for 653.84 feet to an intersection with the east line of said fraction; thence South 00 °50'09" East on said east line for 30,.01 feet to the Point of Beginning.. Parcel contains 19,615 square feet (0..45 acres), more or less. Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the south line of the Southeast Quarter (SE 1/4) of the Southwest Quarter (SW 1/4) of the Southwest Quarter (SW 1/4) of said Section 9 bears North 89° 24'39" West., July 2, 2012 AUG 16 2012 (Not Valid Without Sheet 2 of 2) Sheet 1 of 2 Packet Page -573- d W U) �F--z Vw U- U W H VI w O O V. W W z J 3 4 O w V w U- Z = 00 0 w Zmo J = F F- 3 0 VI M d O N C) ,a own U O W m a O < a v � O � CO CO o z J La UO zXm Cl. m¢o r O N m � M �O tl OE W O O O V \ =� WOE wWw� =ow C.) ¢N¢ w.tw av �O~ ��' °°° ° a ° w W n (a 0 6 O u! � z � Ir w\ �� UJ ww° o �V m 00 U C Li �xO r m 00 won J 0 r W =00 poa O m O O �z� J Y w00 zam° _U d �xC� ¢o O wom J CON w0 °z w p M O\~ Cp 00. U m O LU 3: W Z in OON Jww O F r d J W O \ ¢ U O L'I x¢m 3 va �w F° w IBS k 0 Cn bl y 6/11/2013 11.E. 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EXHIBIT- „A, Page 19 of 30 PROJECT NO. 5"1101 (LASIP) g PARCEL NO. 239DAME FOLIO NOS. 00420040006 & 00420240000 LEGAL DESCRIPTION & SKETCH (NOT A SURVEY) THE NORTH 30 FEET OF THE WEST ONE HALF (W %) OF THE EAST ONE HALF (E ' /z) OF THE NORTHEAST ONE QUARTER (NE 1/4) OF THE NORTHWEST ONE QUARTER (NW'/,) OF THE NORTHWEST ONE QUARTER (NW %) OF SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 EAST, ALONG WITH THE NORTH 30 FEET OF THE EAST ONE HALF (E ' /z) OF THE EAST ONE HALF (E ' /Z) OF THE NORTHEAST ONE QUARTER (NE %) OF THE NORTHWEST ONE QUARTER (NW' /,) OF THE NORTHWEST ONE QUARTER (NW %) OF SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. (CONTAINING 9,900 SO. FT., MORE OR LESS) SKETCH NOT To SCALE Collier County Growth ManagenreM Division • Transportation Engin� Depatnent Packet Page -575- TECM - ROW MAY 2 2 2013 05121/13 4�3 PM 6/11/2013 11. E. NAM Page Pa 20 Of 30 PRO.IECT NO.51'101 (LASIP) g PARCEL NO. 240DAMF FOLIO NO. LEGAL DESCRIPTION & SKETCH (NOT A SURVEY) A tract or parcel of land lying in the Southwest Quarter (SW 1/4) of Section 9, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel Is more particularly described as follows: Beginning at the southeast comer of the Southwest Quarter (SW 1/4) of the Southeast Quarter (SE 1/4) of the Southwest Quarter (SW 114) of said Section 9; thence North 89 °24'39" West on the south line of said fraction for 653.84 feet to an intersection with the west line of said fraction; thence North 00 °50'09" West on said west tine for 30.01 feet to an Intersection with a line 30 feet north of (as measured on a perpendicular) and parallel with the south line of said fraction; thence South 89 °24'39" East on said parallel line for 618.54 feet; thence North 00 °35'21" East departing said parallel line for 36.55 feet; thence South 89 °2439° East for 34.39 feet to an intersection with the east line of said fraction; thence South 00649'SS" East on said east line for 66.57 feet to the Point of Beginning. Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the south line of the Southwest Quarter (SW 1/4) of the Southeast Quarter (SE 1/4) of the Southwest Quarter (SW 114) of said Section 9 bears North 89' 24'39" West, LESS AND EXCEPT THE EAST 30 FEET THEREFROM PARCEL CONTAINS 18.893 SQUARE FEET (0.43 ACRES), MORE OR LESS -rECM - ROW MAY 202013 SKETCH NOT TO SCALE Corr County Growth Management Dwsm - Tmnspootion Engineering Department 0S I3 3:37 PM Packet Page -576- kz 5 j ! EXCEPT _ PARCEL Ot BJth � N4, fA� Y y 56' li. 0.' SC.L(ea 9 stir s ss'€ aa.9e' � i. 'j 1106']5'P1 `k' 98.65' I 178.67' sly = =� a 1 j RN9`P -0'9Y "A Glr.7.af - .. POLLY At�ENUE t POP DESC. i x n�. sc tr rr 1/4 u �avtx 0 wt s. ". St 4K R6 tlt a sc.c,*. ;+ N -rECM - ROW MAY 202013 SKETCH NOT TO SCALE Corr County Growth Management Dwsm - Tmnspootion Engineering Department 0S I3 3:37 PM Packet Page -576- 6/11/2013 11.E. EXHIBIT "A" Page 21 of 30 LEGAL DESCRIPTION PERPETUAL, NON - EXCLUSIVE DRAINAGE, ACCESS AND MAINTENANCE EASEMENT PARCEL NO.241DAME LYING IN THE NORTHWEST QUARTER (NW 1/4) OF SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA A tract or parcel of land lying in the Northwest Quarter (NW 1/4) of Section 16, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Beginning at the northwest corner of the West Half (W 1/2) of the Northwest Quarter (NW 1/4) of the Northeast Quarter (NE 1/4) of the Northwest Quarter (NW 1/4) of said Section 16; thence South 89 024'39" East on the north line of said fraction for 326„99 feet to an intersection with the east line of said fraction; thence South 00 °06'20" East on said east line for 30,00 feet to an intersection with a line 30 feet south of (as measured on a perpendicular) and parallel with the north line of said fraction; thence North 89 024'39" West on said parallel line for 327..02 feet to an intersection with the west line of said fraction; thence North 00 °03'06" West on said west line for 30,.00 feet to the Point of Beginning. Parcel contains 9,810 square feet (0.23 acres), more or less.. Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the north line of the West Half (W 1/2) of the Northwest Quarter (NW 1/4) of the Northeast Quarter (NE 114) of the Northwest Quarter (NW 1/4) of said Section 16 bears South 890 24'39" East, TECM - ROW July 2, 2012 AUG 16 2012 (Not Valid Without Sheet 2 of 2) Sheet 1 of 2 Packet Page -577- n pod U O Q m N m�Cwj O Q 7- c) ro O at q0M U O J CC O w <m Qa w =y� 0, U Q O \ Z Z W w� M r O w 0 a S � r O \� 3z ^O Ww V = H W W W Z O r Z O w \ LL w W z J O V) W xz WWO w Az o= L r Q.z z M SON Of 0 C) CO U 0 w zo¢ w O a 0 'n C5 Z -JY W O ,uO Q m a< mQo O Q 0 xw 0 0 rn Page 22 of 30 ON OM �mw Boa- 0 Z o ro .r zrl zu x¢m axe aQd mr rn O p 1 0 Li 0,0 0 0 Q 1 C4 m Lu Q = � o <C< � mow � oo� J r O J w O wUO 00 V < CJ C� p xo 10 w000 n-* _ O uj N t7 Q 0oo Q oo� J X S(J Q m U 4 X h O C1 V O N 110 � CO ~ W p U m W Z -i Q Q 3 \o wp �< r� Z 0 w p � " w z Z �a O C V) o >-Q z rn 0012 ui wS O r Cp z W >" 40 \ O C\) U w N - W -"0 � <t O p r4- O zoa 3\ W Z Q 0O WO On 06 Lu U 03 } LJ0 Of L, Fr > Zw w > QOm Y Z LO r Z m Cl- 1, Cl z 0 V) w Y r z 3W 4�0 Li w <rm JO aU. ao r w O w� z " �w �z W W W z rn O p 1 0 Li 0,0 0 0 Q 1 C4 m Lu Q = � o <C< � mow � oo� J r O J w O wUO 00 V < CJ C� p xo 10 w000 n-* _ O uj N t7 Q 0oo Q oo� J X S(J Q m U 4 X h O C1 V ij d W z Z _z vi 0 Ln Z to W O J O Z F- C/ N U.i w p O O LL) CO -f m Cn w Q \ Q O W O Z N O W U N w F- Q _ m Z Q Q ~ _ L Q O L, m Q O O 0: W N QN U) LLdM O in (n Y � Q W Q %' W OO W m Q W w0] ¢ = m t� W F- to W 0 W < _ � Y Z p Q O Q0.0Z�V) 0 UCC) OZZOW -�-ZZ c(n W LL) r J cwr, ZU0 apCD Qf=-- C/) F- M rn z Z W 0 O pwL`0r� V)< O W Z \C) fy- O D U Q Q OrUw 11 V)ZZZ zz N 3Z F-- w p 0 Z 00 V) Z W- a O U l- ZoWZ0o p limes Q � F- 0 W U U Q O > C� W d 01 O(00 a. 0 U (n N M4Lri (6r-h LJ 0 0 o d O .- U CL LO N V) a a o w z z z N LL. H W w x F 0 3 z waSF =OL - ZLOZ OL bny saq (3NVCLbZ) BMpcPacket Page - 578 - 300- ss�110 LOZ \sa401gn \900- mgOi0Z \ =s 6/11/2013 11. E. 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EXHIBIT "A" Page 23 of 30 LEGAL DESCRIPTION PERPETUAL, NON- EXCLUSIVE DRAINAGE, ACCESS AND MAINTENANCE EASEMENT PARCEL NO. 248DAME LYING IN THE NORTHWEST QUARTER (NW 1/4) OF SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA A tract or parcel of land lying in the Northwest Quarter (NW 1/4) of Section 16, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Beginning at the northwest corner of the East Half (E 1/2) of the Northeast Quarter (NE 1/4) of the Northeast Quarter (NE 1/4) of the Northwest Quarter (NW 1/4) of said Section 16; thence South 89 °24'39" East on the north line of said fraction for 146.90 feet to an intersection with a line 180 feet west of (as measured on a perpendicular) and parallel with the east line of said fraction; thence South 00 °16'35" East on said parallel line for 40,00 feet to an intersection with a line 40 feet south of (as measured on a perpendicular) and parallel with the north line of said fraction; thence North 89 °24'39" West on said parallel line for 146.94 feet to an intersection with the west line of said fraction; thence North 00 °13'13" West on said west line for 40 „00 feet to the Point of Beginning.. Parcel contains 5,877 square feet (0.13 acres), more or less.. Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the north line of the East Half (E 1/2) of the Northeast Quarter (NE 1/4) of the Northeast Quarter (NE 1/4) of the Northwest Quarter (NW 1/4) of said Section 16 bears South 89 °24'39” East.. TECM - ROW AUG 16 2012 July 2, 2012 (Not Valid Without Sheet 2 of 2) Chad 1 of 7 Packet Page -579- O� O^ w QO¢ C5 o a 11:O 10 C0 d S2ko JY O 2ft0 ¢m 4 < O N O� 0 O� Wes; In a UpN ZJY 0 v~iU0 Qd r N O N om O N N zFul oQ Qod zo Lbw oz; z _j Y >LLJ0 w =° Yom 0- xo Q r xw H = wr O 0 N Lj LL z �wU LJ 40 r v) w 0 0 z wzz Page 24 of 30 ClpO Z p ^f IL ¢ 0 a- 04 LL0N OzN -1 0�0 vaam D x K �<o Ci 0 a, M 3nN9AV ,1110d x= _ O tiwo Q p U 00 P. 10 0o z J d Q 4 Lr< Of 0:: d W p F 0.w w O ~ o ', 00 W � wzo '0. rw� cv OCN w c r-2 Nw 003 00IL �O o Z W� <t< �¢a z � �T YO't ko m <zd J J LAJ aQ O_ Z UwY °o ,y O w OOa z L2 Z a m IN ,v zw 0 u O " O JJO 00 > z W x Li Q� w � > a0(� ¢w-j Q W Q CD 0 z OCn w Li UJ z a a =oz Of w YO O Z z �a O 0 0 z O z O z Z Qm x � W UWz<Cr0� 2 LO _ ��mOU tn2 �W °;aLjLL LZ )< CS OCif0 ~O wwo 00 2 '' zz L=no= o o0 N W N F w p 01 O W m 0 U 11mLJ L 2:Cn o� w Z 0 r'+ U U U M Ld LLJ ter\ W � moo '� a 0) Ln ~z� °az _o o n w z tk CQ ¢wo QUO rw in CL 0)i q a� z o C O z z L) Ci 0 i ti]rrZ:'LU O x= www .. qoo O tiwo Q p U 00 P. 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E. EXHIBIT "A" Page 25 of 30 LEGAL DESCRIPTION PERPETUAL, NON - EXCLUSIVE DRAINAGE, ACCESS AND MAINTENANCE EASEMENT PARCEL NO.250DAME LYING IN THE NORTHWEST QUARTER (NW 1/4) OF SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA A tract or parcel of land lying in the Northwest Quarter (NW 1/4) of Section 16, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Commencing at the northeast corner of the Northwest Quarter (NW 1/4) of said Section 16; thence North 89 °24'39" West on the north line of said fraction for 30..00 feet to an intersection with a line 30 feet west of (as measured on a perpendicular) and parallel with the east line of said fraction and to the Point of Beginning.. From said Point of Beginning; thence South 00 °16`35" East on said parallel line for 50..21 feet; thence North 48 °4527" West for 31,02 feet to an intersection with a line 30 feet south of (as measured on a perpendicular) and parallel with the north line of said fraction; thence North 89 °24'39" West on said parallel line for 126.79 feet to an intersection with a line 180 feet west of (as measured on a perpendicular) and parallel with the east line of said fraction; thence North 00 °16'35" West on said parallel line for 30..00 feet to an intersection with the north line of said fraction; thence South 89 024'39" East on said north line for 150,02 feet to the Point of Beginning,. Parcel contains 4,735 square feet (0.11 acres), more or less., Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the north line of the Northwest Quarter (NW 1/4) of said Section 16 bears South 89 °24'39" East.. TEC'M - ROV! July 9, 2012 AUG 16 20112 (Not Valid Without Sheet 2 of 2) Sheet 1 of 2 Packet Page -581- VV) rr O0W 0 SON ZJY X00 DMM a� QO r N QN Om oN N W, w Z o (3 E`ra 20 . Ow O t0 oza Z J Y BUD LLJ YQm dQ� X� Q Page 26 of 30 n O oz 00 r2 m � Or W �W m C7 ¢oo °° V) o° J Q Q OZN 0 �W�++r�,zca J _ az a FF 6wY �z00 wZ 0 w �N 4 m r F Ow w p XC� VON Zzi O WWO r Ln w �of Vr Wz � U011 0 Q yv CAzz v O VV) rr O0W 0 SON ZJY X00 DMM a� QO r N QN Om oN N W, w Z o (3 E`ra 20 . Ow O t0 oza Z J Y BUD LLJ YQm dQ� X� Q Page 26 of 30 n O oz r, m � CO w �W � ¢oo °° V) Z N WON J Q Q OZN 0 �W�++r�,zca J _ aU0 �..y LO II L)am Q O0. K �QO - 0 < �x o f`' Onr w L' 6/11/2013 11. E. 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O >r 4 a z ^ 0J0 � O r0 m Q Q Q i� o wDsc:OL - ZIOZ `OL bw saq (3wvaasz) r" 9 Packet Page - 582- 102- cccsOLOz \say013)'s \9oo- ccc2OLoz \s < °a Q� ._ zo o U > Z W W 47 .. •� W Z+ fO �O� Q Z O.. m O Z p z W� U Uwo Y Lc W Q m j CJ O Q W= } W O Lw m O� � Qa� pro m Q Q ~ W YO QUO �� W `� C6 0 0 oc CO z0Z �zz wcn °Z - :jF - FOZ Xs> LLJ F S w Z U 0 z Q ^� uj cn�p��U �S Q wj W Z �p[x0 0 z� W O W U Q Q II Z z w tn0 =NSzzW N~ W p Y 0 0 mY�Ld 0 Q Z II p WCL Z CLI Cn O II m m' Z o �� Ell (j iw.) iIj O (n D cn W m "O .• —'�� W S O ,J S O W Q W �mw3:(ni -pm0 dp -` -' 0 0 O QC) O a O� Q C W H Q U � �W �w N O 1 N O LO z f w � W 0 0 z n � M U m 0 O = O a N N_ t0 O ti CO r N M j � M C, � N OMQ� M rn Q J N � N En O0ZXNk rM¢�L, m NZ, 4 V H W uj Z H W z � w .z0 W cp < w ° ¢ � rt V .w -4 Li 000 0 �W�++r�,zca N Z p � rZ� II :. W, In - .-. ." ....7 ,7 �JX aLJ o w Qo � ". 3 a(,� n �� y N °z -, ¢ o J Z zx° 0 o z } p a0 a z _ o wDsc:OL - ZIOZ `OL bw saq (3wvaasz) r" 9 Packet Page - 582- 102- cccsOLOz \say013)'s \9oo- ccc2OLoz \s 6/11/2013 11- E. EXHIBIT "A" Page 27 of 30 LEGAL DESCRIPTION PERPETUAL, NON - EXCLUSIVE DRAINAGE, ACCESS AND MAINTENANCE EASEMENT PARCEL NO.251DAME LYING IN THE NORTHEAST QUARTER (NE 1/4) OF SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA A tract or parcel of land lying in the Northeast Quarter (NE 1/4) of Section 16, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Commencing at the northwest corner of the Northeast Quarter (NE 1/4) of said Section 16; thence South 89 °2426" East on the north line of said fraction for 30..00 feet to the Point of Beginning. From said Point of Beginning; thence continue South 89 °24'26" East on the north line of said fraction for 2324..69 feet to an intersection with the west line of a Tract "C" as recorded in Official Records Book 1240, page 1808, public records of Collier County, Florida; thence South 00 °17'52" East on said west line for 71.01 feet to an intersection with a line 71 feet south of (as measured on a perpendicular) and parallel with the north line of the Northeast Quarter (NE 1/4) of said Section 16; thence North 89 °24'26" West on said parallel line for 369,98 feet to an intersection with the west line of Exhibit "B" as recorded in Official Records Book 2282, page 1903, said public records; thence North 00 °18'45" West on said west line for 1.00 foot to an intersection with a line 70 feet south of (as measured on a perpendicular) and parallel with the north line of the Northeast Quarter (NE 1/4) of said Section 16; thence North 89 °24'26" West on said parallel line for 677,37 feet to an intersection with the west line of the Northeast Quarter (NE 1/4) of the Northeast Quarter (NE 114) of said Section 16; thence North 00 °16'49" West on said west line for 6,00 feet to an intersection with a line 64 feet south of (as measured on a perpendicular) and parallel with the north line of the Northeast Quarter (NE 1/4) of said Section 16; thence North 89 °24'26" West on said parallel line for 1,277 36 feet to an intersection with a line 30 feet east of (as measured on a perpendicular) and parallel with the west line of said fraction; thence North 00 °16'35" West on said parallel line for 64..01 feet to the Point of Beginning Parcel contains 155,435 square feet (357 acres), more or less. Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the north line of the Northeast Quarter (NE 1/4) of said Section 16 bears South 89 °24'26" East, TECM - ROIA1 August 6, 2012 AUG 16 2012 (Not Valid Without Sheet 2 of 2) Sheet 1 of 4 Packet Page -583- E MHS 33S -1 HNI I FIDJ VW � .20 � MM �= TM Ma as � o° d �- o w aoa vQa (Y o as 0600 az W Y w 0 m C a � o a m 20 Z Ef x0 �Fa U Z QW Z N O Q N w o o� z o o ? w M J +o W woQ Uo W U a oo� WZn A won A�zN z� -00o Z O tiCra MAO Q+ ZV1 0.� \ X� 4 I^ M MMA M� anN9AV ,kllO-a .ti wow JO 10 O 10 CXh-I i b I I "H" th aoo o0 -Page 26f'30 49 . 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RE: Stormwater Improvement Project The Collier County Board of County Commissioners will be considering the adoption of a Resolution authorizing the condemnation of the property interests necessary to construct the Crews Road, Cope Lane and Sandy Lane/Wing South Interconnect portion of the Lely Area Stormwater Improvement Project ( LASIP). This memorandum contains background information that will assist the Board with their decision concerning adoption of this resolution. The LASIP system, when completed, will provide a comprehensive stormwater outfall system for an area of East Naples formerly known as Water Management District #6 which has historically experienced drainage related problems. The drainage area of LASIP consists of approximately 11,135 acres divided into two sub - basins known as the Lely Canal Basin (LCB) system and the Lely Manor Basin (LMB) system, both discharging into estuarine coastal zones. The Lely Canal Basin outfalls near Dollar Bay while the Lely Manor Canal outfalls near the headwaters of Sandhill Bay and ultimately into Rookery Bay Description of Proiect The Crews Road, Cope Lane and Sandy Lane / Wing South Interconnect portion of LASIP consists of constructing a canal northeast of the Royal Wood Development at the southern boundary of the flow way to collect stormwater from the northeast. A culvert approximately 700' long will also be constructed as the center portion of this channel improvement. The east end of the culvert will be controlled by a flood control gate. This canal will extend from Santa Barbara Boulevard east to the Wing South Air Park. The project also includes swale reconstruction along Cope Lane and Country (AKA Crews) Road to near the south boundary of Falling Waters, then east to near the western outfall structure for the existing Naples Heritage (AKA Shamrock) Development. Weirs with gates will be constructed in this canal to maintain water levels in the wetlands north of Cope Lane. The entire system is gravity controlled and will require no extraordinary maintenance. Access to all of the features will be available should future repairs be needed. The route selected results in the least amount of impacts to property owners and the environment and utilizes existing right - of -way when possible. Easement Requirements Multiple easements are required for this portion of the LASIP project as a majority of the proposed construction is through undeveloped areas or outside platted, public rights -of -way. The easements are necessary for both construction and long -term maintenance of the drainage improvements. 2350 Stanfr4 r' - 1' -)rida 34112 (239) 4 Packet Page - 588 -,4 -9320 6/11/2013 11. E. MEMO To: Margaret Bishop, P.E. DATE: February 28, 2013 PAGE: -2- The proposed easements were selected based on the following criteria: 1. Alternate Routes Alternate alignments and configurations of the LASIP proposed improvements have been previously analyzed as part of the design and permitting process for the LASIP system. A detailed alternatives analysis was prepared for the permitting agencies and is presented in the attached document entitled LASIP Conceptual Permit Application for Region 3, dated September 2001. The proposed design provides the most public benefit with the least environmental impacts. 2. Safety Factors The proposed LASIP improvements for the Crews Road, Cope Lane and Sandy Lane/Wing South Interconnect will provide needed stormwater runoff capacity for the basin, reducing the risk of flooding for the surrounding areas. 3. Long -Range Planning Factors The LASIP improvements, including this project, are part of the County -wide plan to improve the level of service for flooding within the drainage basin. The project improves the functionality of the County Stormwater System and improves safety for County residents. 4. Environmental Factors The 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. 5. Costs Cost to provide the LASIP improvements including this project have been carefully considered as part of the alternatives analysis and design of the project. By utilizing existing drainage features, the design of the LASIP project maximizes the improvement benefits while minimizing the amount of impact to the environment and adjacent properties and thus helping to minimize the final cost of the project. Construction of the Crews Road, Cope Lane, and Sandy Lane / Wing South Interconnect is anticipated to commence during fiscal year 2014. 2350 Stanfr-' -- --* -NT-1— 17' ,)rida 34112 (239) 4 Packet Page - 589 -4-9320 6/11/2013 11.E. CONCEPTUAL PERMIT APPLICATION LELY AREA STORM WATER IMPROVEMENT PROJECT LELY CANAL AND LELY MANOR BASINS REGION 3 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 BasinlCorrespondenceslDocumentsUBB RAI Responses Rev 3 9- 20016Region 314014170310.Region3. doc Packet Page -590- LASH' ERP Application, Revision 3, Region 3 6/11/2013 11. E. September 2001 REGION 3 NORTHEAST PORTION OF LELY CANAL BASIN K: 17599 Lely Outfall Basin lCorrespondenceslDocumentsWBB RAI Responses Rev 3 9- 20011Region 314014170310. Region3. doc Packet Page -591- LASIP ERP Application, Revision 3, Region 3 6/11/2013 11. E. September 2001 I Packet Page -592- TABLE OF CONTENTS AWN Page LISTOF FIGURES ............................................................................................. ............................... ii REGION 3 — NORTHEAST PORTION OF LELY CANAL BASIN 3.1 INTRODUCTION ............................................................................... ............................... 3-1 3.2 EXISTING CONDI'1' IONS ................................................................. ............................... 3 -1 3.3 EVALUATION OF ALTERNATIVES .............................................. ............................... 3-4 3.4 PROPOSED PLAN ............................................................................. ............................... 3 -8 3.5 IMPACTS ......................................................................................... ............................... 3 -14 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 -592- LA SIP ERP Application, Revision 3, Region 3 Figure 3.11 Alternative 2 3.12 Alternative 3 LIST OF FIGURES ii Packet Page -593- 6/11/2013 11. E. September 2001 LASIP ERP Application, Revision 3, Region 3 REGION 3 NORTHEAST PORTION OF LELY CANAL BASIN 3.1 INTRODUCTION 6/11/2013 11. E. September 2001 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 Stormwater 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 US-41 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). There are no Phase I improvements in Region 3. 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. 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 3. 3.2 EXISTING CONDITIONS Description — This northeast segment of the Lely Canal Basin is a less intensely developed area consisting mostly of single family homes on land parcels approximately 2.5 acres in size north of Royal Wood Development in Sections 17, 8 and 9. The regional boundaries are Davis Boulevard to the north, Royal Wood to the South, County Barn Road to the west, and Sunset and Sandy Lane 3 -1 Packet Page -594- 6/11/2013 11.E. LASIP September 2001 ERP Application, Revision 3, Region 3 and Section 16 to the east. An important feature of this region is a historic flow way located in Sections 9, 8 and 17. The area of Region 3 is 1,383 acres. Topography. Ground Water and Soils — Based on SFWMD/WMD #6 aerials with contours, ground surface elevations range from 9.5 to 8.5 with some low areas in Section 8 at elevation 7.5 or slightly less. Overall, the area is flat and, except for the historic flow way, there is no well defined flow direction. The dominant soils in this region are Pineda, Malabar, and Boca fine sand. The percolation rate is slow to moderate. 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 44 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 34 days. The soils map in the conceptual plans set gives the soil types for this region, and descriptions for the soil types are provided in Appendix A, along with additional data about water table elevations. Environmental — Land uses within this region have been delineated but no jurisdictional determination has been made. Land uses as described by the Florida Land Use, Cover and Forms Classification System (FLUCFCS) within the area designated as within the regional area are shown in the conceptual plans set. Hydrolozy — Runoff from this region generally flows to the south or to the west where much of it is intercepted by County Barn Road. Complicating this region's hydrology is the existing drainage system for Davis Blvd. Because of past development activity being constructed under the premise that a regional storm water system would be implemented, the existing culverts that cross under Davis Blvd. no longer function as equalizer culverts, but provide points of input from lands to the north. Conveyance of storm water within this region is handled by the existing ditches along both the east and west sides of County Barn Road, a wetland flowway through the center of the region, and some ditching near the eastern side of Royal Wood. Roadside ditches along County Barn Road are small with small driveway culvert crossings. There are seven locations where culverts under County Barn Road allow flow to pass to the existing ditch on the west side of the road. Developed 3 -2 Packet Page -595- 6/11/2013 11. E. LASIP September 2001 ERP Application, Revision 3, Region 3 areas have built up near the road particularly at the southern end The capacity of this part of the region's storm -water management system is limited. At the southern end of County Barn Road the ditches discharge into a widely varying layout of culverts that ultimately discharge into double 54- inch culverts that then discharge into the Main Lely Canal upstream of Doral Circle. A portion of the conveyance in this region is provided by a historic flow way oriented in a northeast to southwest direction from about one - quarter mile east of the Falling Waters Development outlet to Whitaker Road near County Barn Road. Within the flowway area north of Whitaker Road there is a sizable area of shallow ponding that tries to flow to County Barn Road as well as overtopping Whitaker Road and thence flowing into the Royal Wood development. There has been some residential development in this flow way and Cope Lane, Country Road and Whitaker Road cross it. Some of the residences experience flooding and related impacts to wells and septic systems. Small culverts beneath the roads and shallow flow over the existing low points of the road surface currently restrict passage of flows. This region also includes the area northeast and east of Royal Wood. Storm -water runoff from developments along Sunset and Sandy Lane drains southwesterly toward Royal Wood as does the area immediately to the north of Royal Wood. There is an existing channel that tries to intercept some of this runoff and direct it south adjacent to the east boundary of Royal Wood into the Polly Avenue roadside swale. The capacity of the Polly Avenue swale is very limited. 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 ) Elevation County Barn and Country Road 28 9.1 Cope Lane 12 9.8 County Barn and Whitaker 20 8.4 Flood Problems - Flooding of houses, streets and yards is a persistent problem in this area because there is no outlet to drain accumulated storm water. For example, water levels in Royal Wood were 1.6 feet above ground surface in August 1995 during a storm named Jerry. The rainfall amount for Jerry exceeded a 25 -year, 3 -day storm event in many portions of the project area. 3 -3 Packet Page -596- LASIP ERPApplicalion, Revision 3, Region 3 6/11/2013 11. E. September 2001 Similar or higher water depths occurred throughout this region during that storm. Whitaker Road frequently overtops and the sheet flow causes extensive flooding in Royal Wood and the Edgewood Condominiums. Water Quality - No major developments exist in this region except Falling Waters so water quality tends to be what would be expected from an area with isolated homes. Falling Waters was permitted and constructed recently, so discharges from this development meet current water quality standards. 3.3 EVALUATION OF ALTERNATIVES 3.3.1 Description Within Region 3, the main project objective of the proposed improvements to the existing storm - water management system is to reduce flooding of isolated home sites and roads. A secondary objective is to maintain or enhance the wetlands within the historic flow way. 3.3.2 Alternatives Description and Evaluation Three alternatives were considered in order to accomplish the objectives for this region. In order to select the preferred alternative, each one was evaluated based on six criteria. Flood Relief .Provide flood relief for home sites in this region. Water Quality Maintain existing water quality and, if possible, create improvements. Environmental Minimize or avoid destruction of wetlands or altering existing hydroperiod and minimize or avoid destruction of wildlife habitat. Other Impacts Consider the impact of the proposed development on the potential future development plans. Reliability Minimize the potential for a failure or provide a backup system. Costs Consider the cost compared to the potential benefits. Alternative 1 - Alternative 1 is to leave the area as it is now. 3-4 Packet Page -597- 6/11/2013 11.E. LASIP September tuui ERP Application, Revision 3, Region 3 Analvsis of Alternative 1— No Action Flood Relief This No Action alternative would provide no flood relief. Water Quality Water quality impacts would be minimal if this alternative were to be implemented. Wetland Impacts The hydroperiod for adjacent wetlands would not be changed by implementing this alternative and there would be no new wetland disturbance. The few small existing uncontrolled ditches and channels would continue to act as drawdown. Other Impacts Implementing this alternative would not be beneficial to future development or provide any improvement or reduction of exotics invasion of the existing wetlands. Reliability N/A Land Costs The land costs for this alternative would be zero. Construction Costs The construction costs for this alternative would be zero. O &M Costs O &M costs for this alternative would not change from current values. Evaluation This No Action alternative is attractive based upon the construction and land cost, and there will be no impacts on wetlands. However, it provides no flood relief for upstream or future development, and there would be no controls on water levels. Overall evaluation of this alternative is that it is the Ieast attractive of the alternatives considered. Alternative 2 - Alternative 2 is to construct a canal north of Royal Wood to collect storm water from the northeast. This canal would extend to near the south boundary of Falling Waters then east to near the western outfall structure for the existing Naples Heritage (aka Shamrock) Development. Weirs with gates would be constructed in this canal to maintain water levels in the wetlands north of Cope Lane. This canal would intercept high flows in the historic flow way to provide flood relief for areas around Cope Lane, Country Road and Whitaker Road. Storm water accumulating between the canal and County Barn Road would continue to flow southwestwardly toward the road ditch along the east side of County Barn. Storm water from the Sandy Lane /Sunset Blvd. area would be collected in a canal discharging to the canal north of Royal Wood (refer to the aerials in conceptual plans set to better understand the layout of this region). 3 -5 Packet Page -598- LASIP ERP Application, Revision 3, Region 3 Analysis of Alternative Z — Canal Flood Relief This alternative would provide flood relief. 6/11/2013 11. E. September 2001 Water Quality Water quality impacts would possibly occur from the implementation of this alternative because of the elimination of the flow through the wetland areas. Wetland Impacts The hydroperiod for adjacent wetlands and the slough could be changed by implementing this alternative if weir crests were low. There would be wetland disturbance. Other Impacts Implementing this alternative would be beneficial to future development. Reliability The reliability would be high if the weirs were sized to adequately pass the peak flows with the weir gates fully closed. Land Costs The land costs for this alternative would be an important consideration because the canal would begin in an area under consideration for future development. Construction Costs O &M Costs Evaluation The construction costs for this alternative would be above that for Alternative 1. O &M costs for this alternative would be typical for a canal with weirs. Implementing this alternative meets the project objective of flood relief but falls short of the goal in the area of water quality protection, maintaining hydroperiod in wetland areas and minimal disturbance of wetland areas. The costs for land and construction would be reasonable considering the flood relief benefits. Alternative 3 - Alternative 3 is the same as Alternative 2 above except terminate the canal north of Royal Woods at the southern boundary of the flow way (approximately 1100 feet north of Country Road). A weir with a slide gate would be placed at this location. The weir would maintain water levels in the flow way and associated wetlands while providing a drainage outfall to the flowway when water levels exceeded the elevation of the weir crest. In the event of an impending storm, the weir gate could be opened to lower water elevations in the upstream area, as needed, to provide storage and an outlet for storm water. 9M Packet Page -599- 6/11/2013 11. E. LA SIP September 2001 ERP Application, Revision 3, Region 3 Flood relief for the area between County Barn Road and the canal north of Royal Wood would be provided by improving roadside swales on the north side of Country Road and Whitaker Road. These would drain either to County Barn Road or to the canal draining into the northeast corner Royal Woods. Also, a second channel /culvert system draining to the northwest side of Royal Wood would collect additional flows at the southwest end of the flow way and immediately north of Royal Wood (refer to the conceptual plans set). The limits of the flow way would be established by a surveyed line. Land within the limits of the flowway and not directly purchased by the County or other development interests for purposes of wetland mitigation or preservation could have restrictions placed upon it to protect the wetlands from development and maintain the current pattern of low density residential development. Analysis of Alternative 3 — Preserve Flow Way Flood Relief This alternative would provide flood relief. Water Quality Water quality impacts would be minimal from the implementation of this alternative. Wetland Impacts The hydroperiod for adjacent wetlands would not be changed by implementing this alternative and there would be minimal disturbance to wetlands. Wetlands purchased for mitigation and preservation would be cleared of exotics. Other Impacts Implementing this alternative would be beneficial to future development in most areas. It could limit future development in the areas along Cope Lane, Country Road, and Whitaker Road that are within the flow way. Reliability The reliability would be high if the weirs were sized to adequately pass the peak flows with the weir gates fully closed. Storage of storm water within the flowway would reduce downstream discharge rates. Land Costs The land costs for this alternative would be for easements and purchase of entire parcels for wetland mitigation/preservation. Construction Costs The construction costs for this alternative would be above that for Alternative 1 but less than Alternative 2. O &M Costs O &M costs for this alternative would be typical for a canal with weirs and not much higher than current levels. O &M costs for the flowway would be minimal after the first few years of extensive exotic plant removal and control effort. 3 -7 Packet Page -600- LA SIP ERP Application, Revision 3, Region 3 6/11/2013 11. E. September 2001 Evaluation Implementing this alternative meets many project objectives such as flood relief, water quality protection, and maintaining hydroperiod in wetland areas. Costs would be reasonable compared to the potential benefits. This is the preferred alternative. Alternative Selection — Alternative 3 was selected over Alternative 2 because it provides flood relief and maintains the existing flow way. Also, no new canal is proposed through the northeast part of the flow way. Alternative 1 does not meet the project objective of flood relief. The design of the preferred system focused around maintaining the existing flow way. Disturbance of wetlands in the flow way was minimized. A number of developers have approached the County with an idea to buy properties with wetlands to preserve them as off -site mitigation for other developments. Some acquisition has occurred, and acquisition and preservation fit into the proposed storm -water improvement plans. Except for the new channel /culvert system discharging into the northwestern side of Royal Wood, new canals and swale structures are along roads or in upland areas to avoid impacts to quality wetlands. The proposed scheme maintains the existing flow way and provides flood relief. 3.4 PROPOSED PLAN Description - The components of the storm -water management plan in this region are: • A new canal in Section 8 approximately 100 feet west of the section line separating Sections 8 and 9extending from the northeast corner of Royal Wood north to approximately 600 feet south of Cope Lane. The existing flow way • Improved roadside swales along the north side of Country and Whitaker Roads and portions of Cope Lane. • A channel and box culvert installed to convey flows from the northwest corner of Royal Wood into one of the Royal Wood lakes. * Drainage system for the east side County Barn Road that will separate offsite flow from untreated road runoff. 3 -8 Packet Page -601- LASIP ERP Application, Revision 3, Region 3 6/11/2013 11. E. September 2001 Canal into N.E. Royal Wood - A portion of the storm water from the northeast will be collected at the northern end of a proposed canal (LCB -00 -00070 through LCB- 00- C0075) discharging into the northeast corner of Royal Wood. The alignment of this canal will be approximately 100' west of the section line between Sections 17 and 16 at the southern end and Sections 8 and 9 at the northern end. Improved roadside swales along the north side of Country (aka, Crews) and Whitaker Roads will collect flows and provide conveyance from areas to the west of the canal and discharge into this new canal. The proposed canal to discharge into the northeast corner of Royal Wood will begin at the north end of an existing waterway that currently is connected to the lakes in Royal Wood. Years ago the layout of the lake system in the Royal Wood development was designed with this proposed regional stormwater management system in mind. Refer to the conceptual plans set for drawings that show the existing waterway near the outlet and the proposed canal north to near Cope Lane. To prevent over drainage of wetlands north of Royal Wood, a weir with gates (LCB- 00- S0160) will be installed near the northeast corner of Royal Wood. A second weir with gates (LCB -00- S0165) is proposed approximately 1300 feet upstream near the southeast corner of Section 8 and a third weir with gates (LCB- 00- S0167) is planned at the upper end of this canal approximately 600 feet south of Cope Lane to regulate water levels in upstream areas. The ground elevations in the area of the canal leading to the northeast corner of Royal Wood generally range from 8.0 to 9.0 feet NGVD. Choosing an elevation for the weir crest at Royal Wood and the two further upstream required balancing the need for flood relief without draining the flow way and the area along the canal. Dawn Underwood, with South Florida Water Management District, the County, and LAW chose a couple of locations to estimate the seasonal high water table elevations in order to set weir crest elevations. The locations are within a reasonable distance of the route of the proposed canal leading into the northeast corner of Royal Wood. A mark was made on a tree at each of these locations at the estimated seasonal high water table elevation. The elevations were surveyed based on NGVD. The seasonal high water table in the area north of the northeast corner of Royal Wood was 9.2 feet at both locations. These elevations confirm an earlier survey performed by the County in this area and an area to the northeast. 3 -9 Packet Page -602- 6/11/2013 11.E. LASIP September 2001 ERP Application, Revision 3, Region 3 It is not possible to set weirs in this canal to maintain water levels at elevation 9.2 feet and expect to provide any flood control in this area. In fact, that plan would cause more flooding. The small poorly defined swales and ditches in the area are uncontrolled and have flow lines in the range of 6.0 with an ultimate discharge through a shallow swale along the west side of Polly Avenue. Therefore, it is proposed that weirs be constructed in this area and the crests be set at or slightly below nearby ground elevations. The crest of the upper weir, located just south of Cope Lane (LCB- 00- SO167), is to be set at 9.0 feet. The middle weir (LCB- 00- SO165) is to be Iocated near the section corner (8, 9, 16, 17) at elevation 8.5 feet . The southernmost of the three proposed weirs (LCB- 00- SO 160) will be located immediately upstream of Royal Wood with a crest elevation of 7.5 feet. This arrangement allows for flood control and maintenance of water levels in adjacent lands. Two roadway culverts LCB- 00 -SO164 (Whitaker Road) and LCB- 00 -SO166 (Country Road) are to be installed in the canal to Royal Wood (refer to the conceptual plans set). Typical cross sections of the canal and details of the structures are included in these conceptual plans. The proposed swale along the north side of Whitaker Road (LCB- 14- C0005) and Country Road Ir (LCB- 15- C0005) will be approximately 3 feet deep with side slopes of 3 horizontal to I vertical and a bottom width of 3 feet. These swales are designed to allow the County to provide flood relief in areas along the perimeter of the flow way during and following major storm events while maintaining water levels the rest of the time. The swales will discharge via culverts under the proposed canal maintenance road into the the canal leading into Royal Wood A slotted inlet box will restrict the amount of flow that can flow in an easterly direction along the north side of Whitaker Road. The top of the grate will be at elevation 8.5 with a slot at elevation 7.5 . Refer to the conceptual plans set for drawings and details of the culverts and inlet structure. The swale north of Whitaker Road is also part of a system that can divert storm water into the west side of Royal Wood. This system is described below. Improvements are also proposed to an existing east -west channel (LCB- 12 -00005 and LCB -12- COO 15) along the section line between Sections 9 and 16. This improved channel will carry local inflows in this area and runoff from Sunset Lane to the canal discharging into the northeast corner of Royal Wood (see the conceptual plans). Where this channel crosses Sunset Ave., a new culvert (LCB- I2- SO100) will be installed. Additionally, a culvert with a slide gate (LCB- I2- SO110) will 3 -10 Packet Page -603- L-1 LA SIP ERP Application, Revision 3, Region 3 6/11/2013 11. E. September 2001 be installed beneath Polly Avenue . The slide gate will normally be closed, but it will allow the County to divert flows between the Lely Main Canal basin and the Lely Manor Canal basin if emergency conditions require this for flood relief. When the gate is closed runoff from Sandy Lane will enter Royal Wood. Flow Way - The proposed plan for the area in the northeastern portion of the region is to utilize the existing flow way to collect and convey flow from the northeast end of the basin as it is discharged from future and permitted developments (Falling Waters and Naples Heritage (aka Shamrock)). Just north of Cope Lane there is a short segment of swale (LCB- 16- CO015). This swale improvement is proposed to transport storm water which is currently trapped and causes flooding of existing residence yards and outbuildings. This swale will discharge via a proposed 24" culvert under Cope Lane into the flowway. Channel into N.W. Royal Wood - The swale along the north side of Whitaker Road is designed to provide conveyance : • Eastwardly into the canal discharging into the northeast corner of Royal Wood (described above). • Southerly into a channel and box culvert system discharging into the northwest side of Royal Wood. • Westerly into drainage improvements along the east side of County Barn Road. A ditch block with a crest elevation of 8.5 will be placed in the swale along the north side of Whitaker Road approximately 2,600 feet west of the proposed canal into the northeast corner of Royal Wood. A box culvert (LCB- I3- SO100) 4 feet high by 8 feet wide will be located east of this ditch block and beneath Whitaker Road. This culvert will allow storm water to flow to the south via a channel (LCB- 13- C0005) and a long box culvert leading to one of the lakes located on the west side of Royal Wood. A twelve -foot wide weir (crest elevation 7.5) will be installed on the upstream headwall of the culvert to maintain water levels in the flow way. The channel (LCB -13- 00005) will be 3 feet deep, 3 feet bottom width with side slopes of 3 horizontal to 1 vertical. The box culvert at the end this channel will be approximately 1,900 feet long and 4 feet high by 8 feet wide. Refer to the conceptual plans for a plan of these improvements. 3 -11 Packet Page -604- LA SIP ERP Application, Revision 3, Region 3 6/11/2013 11.E. September 2001 County Barn Road - Storm -water accumulations in the very northwest part of this region and part of the flows in the flow way will be collected by the drainage system planned along the east side of County Barn Road. In most locations existing channels and swales will be utilized to collect flows from the land to the east of County Barn Road. A culvert is planned near the west end of the swale along Whitaker Road where easements limit the type of conveyance. Also, as mentioned above, a ditch block at elevation 8.5 will prevent the swale along the north side of Whitaker Road from discharging excessive amounts of flow into the County Barn Road system. County Barn Road is currently designed for total reconstruction as a divided 4 -lane roadway. The design eliminates all existing cross drains that currently allow excess runoff from lands east of the road to flow into the west roadside Swale. The proposed improvements are for the construction of a channel and culvert system along the east side of the roadway with sufficient capacity to convey the offsite storm water to the south and into the Main Lely Canal. When County Barn Road is reconstructed as a 4 -lane roadway, the west side swale will be modified to provide water quality treatment for the roadway as well as some conveyance of offsite flow from lands immediately adjacent to the west. One of the major concerns about reconstructing the channel on the east side of County Barn Road is to provide flood protection to existing developed properties which are currently experiencing flooding without causing undue drawdown impacts to nearby wetlands and creating additional drawdown of water levels in the flowway. To prevent major drawdown impacts to wetlands adjacent to the northeast side of County Barn Road, a weir with a crest elevation of 8.0 is proposed for construction just north of the intersection of County Barn Road and Country Road. This proposed weir will provide for a controlled elevation higher than the existing uncontrolled condition for land north of Country Road. A tabulation of structure and channel geometry is given in Appendix B in the SWMM model results table. Ground Water — Ground -water levels throughout the region are maintained through the careful selection of crest elevations for weirs. Hydrology - The future land use of the flow way is not projected to change significantly. Conveyance in this area is via roadside swales that carry flows either to Royal Wood or County 3 -12 Packet Page -605- C 6/11/2013 11. E. LASIP September 2001 ERPApplication, Revision 3, Region 3 Barn Road. Some of the flows currently overtop the roads at low places and/or flow though small culverts beneath the roads. In the future, these low points may be filled and the roadway elevation increased. If that occurs, then culverts will provide conveyance downstream as needed. The hydrology in this part of the region will not change significantly in the future, but the routing of flows will be impacted by higher roadway elevations and the installation of the improvements proposed in this conceptual permit application. The area between the north edge of the flow way and Davis Boulevard is under development now. It is anticipated that this development pattern will continue until most of the area is commercial or residential development. The outlet for these systems will be to County Barn Road or into the flow way. The land south of Whitaker Road down to Royal Wood is anticipated to develop in the future and will require an outlet to either the east or west sides of Royal Wood or to County Barn Road. There is an existing ditch (LCB- 11- C0005) between Naples Estates Mobile Home Park and Royal Wood, but the width of the easement is too narrow to provide a significant open channel outlet for anything more than its current use. The area around Sunset and Sandy Lane is currently light density residential and should not change significantly in the future. improvements to the existing roadside swales and a better outlet (LCB- 12 -00005 and LCB- 12- C0015) are future improvements needed for this portion of Region 3. 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, and that was 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 Pre - Development 25 -Year Post - Development 25 -Year Flow (cfs) Stage (feet) Flow (cfs) Stage (feet) County Bam and Country Road 28 9.1 45 7.5 County Barn and Whitaker 11 7.8 45 7.3 Cone Lane 12 1 9.8 28 8.8 3 -13 Packet Page -606- LAS1P ERP Application, Revision 3, Region 3 6/11/2013 11.E. September 2001 Refer to the conceptual plans for channel and water surface profiles of the proposed improvements for this region. A tabulation of flows and stages is given in Appendix B. Water Quality — The proposed canals and weirs create some live detention storage which provides water quality treatment. The weir crest elevations were chosen to prevent damaging groundwater drawdown to adjacent wetlands and still provide an improved level of flood protection to existing residences. The proposed system of improvements directs water through the existing flow way between Cope Lane and Whitaker Road where feasible. Therefore, some of the storm water will receive treatment from passage through the wetland flowway. It is anticipated that most of the area will continue to remain in a light residential land use. All new developments that may be proposed within the region will be required to address and provide stormwater quality treatment as part of their individual permitting responsibilities. In summary, no water quality reduction is projected as a result of constructing the proposed system within Region 3. Construction, Operation and Maintenance — Collier County will be responsible for 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. 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. 3.5 IMPACTS Permanent Impacts — Permanent impacts are due to excavation of the canal to the northeast corner of Royal Wood, improvements to roadside swales along Country and Whitaker Roads, the proposed canal/culvert to the northwest corner of Royal Wood, proposed improvements to the existing channel extending toward the Sandy Lane area and construction of the improved channel along the east side of County Barn Road. Refer to the conceptual plans to see the location of the impacts. 3 -14 Packet Page -607- v 6/11/2013 11. E. LASIP September 2001 ERP Application, Revision 3, Region 3 Temporary Impacts — All construction is anticipated to occur within the existing or proposed drainage easements and/or road rights -of -way. There are no temporary impacts anticipated at this time. Secondary Impacts — The proposed design allows the County to generally maintain water levels in the canals above current levels, so ground -water levels in adjacent lands should be equal or higher than existing conditions in most locations. The construction of a portion of the canal extending to the Sandy Lane area (LCB- 12- C0015) will possibly create secondary impacts. The existing ditch is very shallow to almost non - existent with a depth of approximately 1.5 feet at the eastern side of Sunset Blvd. where the existing metal culvert is proposed to be replaced by a 48" RCP. Adjacent ground elevations are in the 8 -8.5' range. The improved canal will be controlled at elevation 7.5. The proposed control elevation of 7.5 is no lower than the existing swale elevations therefore no secondary impacts are anticipated. Refer to Appendix E for a drawdown discussion. A tabulation of wetland and upland data is given in Appendix G. A summary is given below. In order to evaluate how well the proposed system will maintain water levels in the wetland/flow way system during storms that will occur more frequently, a 5 -year, 24 -hour storm event was simulated with the model. The results indicate that water will be flowing in the flow way at a rate of 23 cubic feet per second (Link 11B). This is a positive result indicating that proposed system will accomplish the goal of continued water flow in the flow way. Refer to Appendix B for model results. 3 -15 Packet Page -608- Area (acres) Wetlands Impacts 10.7 Other Surface Water 4.5 Uplands 5.6 Total Project Area 20.8 In order to evaluate how well the proposed system will maintain water levels in the wetland/flow way system during storms that will occur more frequently, a 5 -year, 24 -hour storm event was simulated with the model. The results indicate that water will be flowing in the flow way at a rate of 23 cubic feet per second (Link 11B). This is a positive result indicating that proposed system will accomplish the goal of continued water flow in the flow way. Refer to Appendix B for model results. 3 -15 Packet Page -608- LA SIP ERP Application, Revision 3, Region 3 6/11/2013 11. E. September 2001 rFIGURES Packet Page -609- - 6/11/2013 11. E. o REGION 4 z DAMS BLVD, Ln REGION 7 c ° REGION 4 a C t? { d CROW npNTE p C;: { 1! COPE REGION 3 LANE/ /�/ i < Y/ HALDEMAN o �, a RDAD � CREEK " s REGION 7 l� WM!TAKER s ROAD { .s rJ REGION 2 1 gs z I RATTLESNAKE — HAMMOCK AC rTELO LELY w ROAD REGION 7 REGION 7 MAIN REGION i MARSH 4 AG �7ELD NAPLES MANOR ,REGION 5 / REGION 6 W C� WETLANDS CHANNELS ' T CONTROL STRUCTURES \ \ \\ l SPREADERS � i' fj vuuv STATION oN rf� UPLAND RIDGE , OWETLANDS ' ""E Prepored /Date: DAG 11/21/98 ACAD= FIG3 -11 APPROMATE SCALE Checked /Dote: BOARD OF COUNTY �� LELY CANAL & LELY MANOR COMMISSIONERS BASINS COLLIER COUNTY, FLORIDA %� ENGINEERING AND ENVIRONMENTAL ALTERNATIVE 2 SERVICES Project 40141-7-0310 Figure 3.11 Packet Page -610 lK b] 6/11/2013 11.E. H REGION 4 a m O 4 a DAVIS BLVD. w REGION 7 C' REGION 4 6 CROWN NTE © 1 m COPE~ REGION 3 4 LANE C < g' t `m COUN'TR.Y 'r\ f z �TyA HALDEMAN RIMER 0 a RDAD s� CREEK o REGION 7 WHITAKEA '� --I ROAD ,7 r W REGION 2 a a�`'�� li ff RATTLESNAKE — HAMMOCK Tv _ AG, tnew R %� -- LELY 4AM OAD REGION 7 / R�10 7 (j2 �w MA+N MAIN REGION 1 MARSH AG �!c`t6 � f NAPLES / MANOR f REGION 5 / / ! / REGION 6 WETLANDS / \\ CHANNELS t CONTROL STRUCTURES SPREADERS © PUMP STATION UPLAND RIDGE OWETLANDS 1,000 1 ' wIL, Prepared /Date: DAG 11/21/98 APPROXIMATE SCALE ACAD= FIG3 -11 Checked /Date: BOARD OF COUNTY r ;�j LELY CAN BASINS LY MANOR COMMISSIONERS � LAW COLLIER COUNTY, FLORIDA ENGINEERING AND ENVIRONMENTAL ALTERNATIVE 3 SERVICES Project 40141-7-0310 Figure 3.12 Packet Page -611- 6/11/2013 11.E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PRQPERTY DEPARTMENT FORMAT PROJECT NAME: LASIP (Crews/CopefSandy) Project #51101 PARCEL NUMBER: 220DAME PARENT TRACT SIZE: 6.07 acres (aggregated) OWNER'S NAME: Falling Waters Master Association WS Cope Lane (Jasmine Court section of Failing Waters, Nominal Tract "L" internal roadway) Tax Folio: 52590005000 PURPOSE OF THE APPRAISAL: To estimate the market value of the unencumbered fee simple interest of the subject property parent tract lands and effected improvements (if any), and to estimate the compensation due the property owner (current record title holder of the fee simple interest in the property) by mason of the taking therefrom for public purposes. MARKET VALUE DEFINED: The most probable price, as of a specified date, in cash or in terms equivalent to cash, or in other precisely revealed terms, for which a property would sell after reasonable exposure in a competitive market under all conditions requisite to a fair sate, with the buyer and the seller each acting prudently, knowledgeably, and for self interest, and assuming that neither is under any undue stimulus to act LEGAL DESCRIPTION: Parent Tract- Tract L(jasmine Cove) plus internal roadway (Falling Waters PUD) SEE ATTACHED LEGAL SKETCH AND DESCRIPTION FOR PARCEL TO BE ACQUIRED. IPROPERTY HISTORY: Units within the subject property parent tract sell on a regular basis; the subject lands, including internal roadway lands, have not sold since its develooment. PRESENT ZONING: PUD- (condominium + master association FUTURE LAND USE: NIA common lands) HIGHEST AND BEST USE: Based upon an analysis of the subject property and its environs (with consideration given to zoning, physical aspects of the subject property, sconomiclmarket trends) the maximally productive use of the subject property would be for residential development (including common elements, roadways, preserve lands, etc) consistent with the PUD. The subject's current use (common area- landsca reflects its highest and best use. DESCRIPTION OF SUBJECT PROPERTY: The subject parent tract is located on the north side of Cope lane within the Falling Waters PUD. The subject property parent tract is nominally connected to the Jasmine Court section of Falling Waters. The subject property parent tract is improved with an internal roadway with bermed area and landscaping; the Jasmine Court enclave is improved with garden-apartment style condo buildings. Building improvements and most site improvements lie outside of the proposed easement area and are unaffected by the LASIP project. Landscape and minor site improvements located within the proposed easement area are considered and compensated for accordingly. DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS: The Following Sales are used to estimate the value of the subject property lands using the Sales Comparison Approach: 1. E/S Collier Blvd, Naples Sale Price: $$2,500,000 Sale Date:12112 2. NIS Whitaker Road, Naples Sale Price: $690,000 Sale Date:10/12 3. EIS Collier Blvd, Naples Sale Price: $1,250,000 Sate Date:12110 Packet Page -612- 6/11/2013 11.E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT DISCUSSION OF COMPARABLE SALES AND EPLANATION OF ADJUSTMENTS Sale #1 is RPUD -zoned development land (Boxwood) located on the east side of Collier Boulevard north of Vanderbilt Beach Road. This site has a gross acreage of 29.69 acres and was sold with approvals in place for 207 units. Sale price reflects $84XNacre unit price. Sale #2 is a RMF-6 zoned land located on the north side of Whitaker Road east of County Barn Road. This site has a gross acreage of 19.10 acres. Sale price reflects $36,1261acre unit price. Sale 93 is MPUD zoned (residential portion of Bucks Run). This 17.96 acre tract is located east of Collier Boulevard and north of Vanderbilt Beach Road. it was sold with approvals in place for 72 units. The sale price reflects $69,50acre unit price. In comparison with the subject, most weight is given to comp #1 which is most similar to the subject with respect to future land useisimilar zoning and specific location within the general area. A unit price of $65,000/acre is therefore selected as most reasonable for the subject lands. Value Estimate, Parent Tract Land: 6.07 acres x $65,0001acre = $394,500 (rounded). Proposed Taking Parcel, 220DAME: This is a permanent drainage, access and maintenance easement needed for LASIP related drainage improvements in this area. The proposed easement is 11 feet wide located on the Cope Lane frontage along the south boundary of the parent tract lands. The proposed parcel runs for approximately 39 feet and has a total area of 429 sf or .01 acres. The proposed easement area is improved with a well landscaped berm and a chain -fink fence. The contributory value of the berm, fence and landscape materials is estimated to be $6,500 which is inclusive of an allowance for any irrigation located within the take area. . he proposed drainage easement uses represent an encumbrance factor of 95% of the full fee simple interest. The easement area compensation is therefore valued as follows: $65,000/acre x 95% x .01 acre area = $700 (rounded). Improvements: $6,500 (contributory value of site improvementsllandscape items inclusive of an allowance margin for irrigation). Damages/Cure: No damages or associated cures result from the proposed taking parcel. The remainder lands are unaffected by this proposed easement parcel. SUMMARY OF VALUES: Parcel 220DAME TOTAL LAND VALUE ................ $ 700 TOTAL VALUE OF IMPROVEMENTS .... $ 6,500 Damages: $ 0 TOTAL COMPENSATION ............. $ 7,; Page 2 Packet Page -613- 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT LAST PROPERTY INSPECTION DATE: I DATE OF VALUE: SIGNATURE OF APPRAISER: APPRAISER'S NAME: I have not previously provided appraisal services involving the subject property. I have no past, current or contemplated future interest in the subect Property CERTIFICATE OF APPRAISAL I hereby certify that, to the best of my knowledge and belief ... The statements of fact contained in this report are true and correct. The reported analysis, opinions, and conclusions are limited only by the reported assumptions and limiting conditions, and are my personal, unbiased professional analyses, opinions and conclusions. I have no present or prospective interest in the property that is the subject of this report, and I have no personal interest or bias with respect to the parties involved. My compensation (neither salary nor bonus) is not contingent upon the reporting of a predetermined value or direction in value that favors the cause of my employer, the amount of the value estimate, the attainment of a stipulated result, or the occurrence of a subsequent event." My analyses, opinions and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice. Acceptance and utilization of this appraisal report, or any portion thereof; constitutes acknowledgment and acceptance of all the General Assumptions and Special Conditions contained herein. I have made a personal inspection of the property which is the subject of this report. Unless specifically mentioned in the body of the report, and only to the extent mentioned, no one other than the undersigned contributed any significant assistance in developing the analyses, assumptions and conclusions contained in this report. �( ( '. (A,� Harry Henderson, SRA Review Appraiser Collier County, Florida RD3475 Page 3 Packet Page -614- 6/11/2013 11. E. LEGAL DESCRIPTION PERPETUAL, NON - EXCLUSIVE DRAINAGE, ACCESS AND MAINTENANCE EASEMENT PARCEL NO.220DAME LYING IN THE NE 1/4 OF THE SE 1/4 OF SECTION 8, TOWNSHIP 50 SOUTH, RANGE 26 EAST COWER COUNTY, FLORIDA A tract or parcel of land lying in the Northeast Quarter (NE 1/4) of the Southeast Quarter (SE 1/4) of Section 8, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Beginning at the southwest comer of Parcel 2, Jasmine Court at Falling Waters as recorded in Plat Book 19, page 62, public records of Collier County, Florida, thence North 00 °47'15" West on the west line of said Parcel 2 for 11.00 feet; thence South 89 °21'37" East, departing said west line for 38.94 feet to an intersection with the west line of Magnolia Cove Condominium as recorded in Official Records Book 2538, page 385, said public records; thence South 00 042'15" East on said west line for 11.00 feet to an intersection with the south line of said Parcel 2; thence North 89 °21'37" West on said south line for 38.93 feet to the Point of Beginning.. Parcel contains 428 square feet (0.01 acres), more or less.. Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the south line of the Northwest Quarter (NW 1/4) of the Northeast Quarter (NE 1/4) of the Southeast Quarter (SE 1/4) of said Section 8 bears North 89° 21'37" West., TECH - ROW AIIG 16 2012 July 2, 2012 (Not Valid Without Sheet 2 of 2) Sheet 1 of 2 Packet Page -615- 6/11/2013 11. E. racKei rage -bib- N O +� s O N zW r W N q U Z :3 m W Q Q CL wa a a: z Z o c4 �! �0 ai W Q < W Q O P-{ v, N o ! ooZ rrs =oW raa U U U w • <� a *Qa < x ¢ m 8 Z w w U (! C520 a Li ' � 4 2 o N W0. 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Z x :'..::.::; .': p; d t�. �b` Z W 0 a Z p p LLt to Z U U' d' E T-0 =mp p C-4 UJ I.IJ < — — -4- 2: ^ W =F-W W U Z Q 0 0 W L� t/1 Q Z n paD UOO W N J QQ F-�1 (o O Ln M: 0 ZaWmV �� \S00 _j � 0 NO o g LL YEL Ja Z Z Q z u a0a Z v) 0 If W z�`" a ai om ( j �OOm + O w .- W M �wawLLJ 2*jowmw0!� Tj b �mli ui►- paoaoaao F. < w w ZY '^H^ v = mz Ir zW °< I o �- r o a r o ri ri d vi co t� 00 of O L N O ' < rri °yv O Z tcl vt J Y W N W v] x A En �" IQ O v ZZ. ca «a �z °-J w azzO W080:0t - ZtOZ 'OL Brl/ saq (3rMCOZZ) dap suol sdo0 - Sa431271S 9o0- Cff80tOZ\90018'IS \900- ff£90tOZ \"S uWi racKei rage -bib- 6/11/2013 11.E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT PROJECT NAME: LASIP (CrewslCopetSandy) Project #51101 PARCEL NUMBER: 222DAME PARENT TRACT SIZE: 15.55 acres OWNER'S NAME: Magnolia Cove Condominium WS Cope Lane (Magnolia Cove section of Failing Waters) Tax Folio: Multiple Folios (condominiums) PURPOSE OF THE APPRAISAL: To estimate the market value of the unencumbered fee simple interest of the subject property parent tract lands and effected improvements (if any), and to estimate the compensation due the property owner (current record title holder of the fee simple interest in the property) by reason of the taking therefrom for public purposes, MARKET VALUE DEFINED: The most probable price, as of a specified date, in cash or in turns equivalent to cash, or in other precisely revealed terms, for which a property would sell after reasonable exposure in a competitive market under all conditions requisite to a fair sale, with the buyer and the seller each acting prudently, knowledgeably, and for self interest, and assuming that neither is under any undue stimulus to act LEGAL DESCRIPTION: Parent Tract- Tract Q (Falling Waters PUD) SEE ATTACHED LEGAL SKETCH AND DESCRIPTION FOR PARCEL TO BE ACQUIRED. PRESENT ZONING: PUD-R (condominium) 1 FUTURE LAND USE: WA HIGHEST AND BEST USE: Based upon an analysis of the subject property and its environs (with consideration given to zoning, physical aspects of the subject property, economidmarket trends) the maximally productive use of the subject property would be for residential development to a density as allowed by PUD. The subject's current use reflects its highest and best use.. DESCRIPTION OF SUBJECT PROPERTY: The subject parent bad is located on the north side of cope Lane within the Failing Waters PUD. The subject property parent tract in the Magnolia Cove enclave within the Falling Waters PUD. The subject property parent tract is improved with a garden apartment type condominium complex and buildings. Building improvements and most site improvements fie outside of the proposed easement area and are unaffected by the LASIP project. Landscape and minor site improvements located within the proposed easement area are considered and compensated for accordingly. DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS: The Following Sales are used to estimate the value of the subject property lands using the Sales Comparison Approach: 1. EIS Collier Blvd, Naples Sale Price: $$2,500,000 Sale Date: 012 2. WS Whitaker Roadd, Naples Sale Price: $690,000 Sale Date:10112 3. EIS Collier Blvd, Naples Sale Price: $1,250,000 Sale Date:12f10 DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS Packet Page -617- 6/11/2013 11.E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT Sale #1 is RPUD•zoned development land (Boxwood) located on the east side of Collier Boulevard north of Vanderbilt Beach Road. This site has a gross acreage of 29.69 acres and was sold with approvals in place for 207 units. Sale price reflects $84,Wacre unit price. Sale #2 is a RMF-6 zoned land located on the north side of Whitaker Road east of County Barn Road. This site has a gross acreage of 19.10 acres. Sale price reflects $36,126Iacre unit price Sale #3 is MPUD zoned (residential portion of Bucks Run). This 17.96 acre tract is located east of Collier Boulevard and north of Vanderbilt Beach Road. It was sold with approvals in place for 72 units. The sale price reflects $69,5991acre unit price. In comparison with the subject, most weight is given to comp #1 which is most similar to the subject with respect to future land usetsimilar zoning and specific location within the general area. A unit price of $65,0001acre is therefore selected as most reasonable for the subject lands. Value Estimate, Parent Tract Land: 15.55 acres x $65,010acre = $1,011,000 (rounded). Proposed Taking Parcel, 222DAME: This is a permanent drainage, access and maintenance easement needed for LASIP related drainage improvements in this area. The proposed easement is 11 feet wide located on the Cope Lane frontage along the south boundary of the parent tract lands. The proposed parcel runs for approximately 305.51 feet and has a total area of 3,349 sf or .08 acres. The proposed easement area is improved with a well landscaped bean and a chain -link fence. Planted material within the take area included mature live oaks as well as a variety of palms and hedge plantings. The contributory value of the berm, fence and landscape materials is estimated to be $59,500 which is inclusive of an allowance for any irrigation located within the take area. The proposed drainage easement uses represent an encumbrance factor of 95% of the full fee simple interest The easement area compensation is therefore valued as follows: $65,000 1acre x 95% x.08 acre area = $5,000 (rounded). Improvements: $59,500 (contributory value of site improvements/landscape items inclusive of an allowance margin for irrigation). Damages/Cure: No damages or associated cures result from the proposed taking parcel. The remainder lands are unaffected by this proposed easement parcel. SUMMARY OF VALUES: Parcel 222DAME TOTAL LAND VALUE ................ $ 5,000 TOTAL VALUE OF IMPROVEMENTS .... $ 59,500 Damages: $ 0 TOTAL COMPENSATION ............. $ 64,500 Page 2 Packet Page -618- I I 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT LAST PROPERTY INSPECTION DATE: DATE OF VALUE: SIGNATURE OF APPRAISER: l + • `� APPRAISER'S NAME: I have not previously provided appraisal services involving the subject property. I have no past, current or contemplated future interest in the subject property. CERTIFICATE OF APPRAISAL I hereby certify that, to the best of my knowledge and belief, ... The statements of fact contained in this report are true and correct. The reported analysis, opinions, and conclusions are limited only by the reported assumptions and limiting conditions, and are my personal, unbiased professional analyses, opinions and conclusions. I have no present or prospective interest in the property that is the subject of this report, and I have no personal interest or bias with respect to the parties involved. "y compensation (neither salary nor bonus) is not contingent upon the reporting of a predetermined value or direction in value that favors _ie cause of my employer, the amount of the value estimate, the attainment of a stipulated result, or the occurrence of a subsequent event. My analyses, opinions and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice. Acceptance and utilization of this appraisal report, or any portion thereof, constitutes acknowledgment and acceptance of all the General Assumptions and Special Conditions contained herein. I have made a personal inspection of the property which is the subject of this report. Unless specifically mentioned in the body of the report, and only to the extent mentioned, no one other than the undersigned contributed any significant assistance in developing the analyses, assumptions and conclusions contained in this report. Harry Henderson, SRA Review Appraiser Collier County, Florida RD3475 Page 3 Packet Page -619- 6/11/2013 11. E. LEGAL DESCRIPTION PERPETUAL, NON - EXCLUSIVE DRAINAGE, ACCESS AND MAINTENANCE EASEMENT PARCEL NO.222DAME LYING IN THE NE 1/4 OF THE SE 1/4 OF SECTION 8, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA A tract or parcel of land lying in the Northeast Quarter (NE 1/4) of the Southeast Quarter (SE 1/4) of Section 8, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Beginning at the southeast corner of Parcel 2, Jasmine Court at Falling Waters as recorded in Plat Book 19, page 62, public records of Collier County, Florida, thence North 89 021'37" West on the south line of said Parcel 2 for 294.59 feet to an intersection with the west line of Magnolia Cove Condominium as recorded in Official Records Book 2538, page 385, said public records; thence North 00 942'15" West on said west line for 11.00 feet to an intersection with a line 11 feet north of (as measured on perpendicular) and parallel with the south line of said Parcel 2; thence South 89 °21'37" East on said parallel line for 304.57 feet to an intersection with the east line of said Magnolia Cove Condominium; thence South 00 °48'06" East on said east line for 11.00 feet to an intersection with the south line of said Parcel 2; thence North 89'21'37" West on said south line for 10,00 feet to the Point of Beginning. Parcel contains 3,349 square feet (0.08 acres), more or less. Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the south line of the Northwest Quarter (NW 1/4) of the Northeast Quarter (NE 1/4) of the Southeast Quarter (SE 1/4) of said Section 8 bears North 89° 21'37" West. TECM - ROW AUG162012 July 2, 2012 (Not Valid Without Sheet 2 of 2) Sheet 1 of 2 Packet Page -620- 6/1112013 11. E. N so � W EM 3JVd 'B£t£ k006 'Ho Co _ � a �j � ~ W N ZO0OZBSO400 'ON 133MYd XVl 381MON 3 3NNVOP V S3NVP a, C O fn �� CL w Cl in �< O — / o .o (/ o� 1 '� —>- ° w J a U U o N Q t0 N ^ ! CL NW�cc 20 W� (vj i Jm !!! � v� Qa A11�2 Z0pO Z lz = W , ►E�"..'1� W oWV wIn a^� wCL of 6'dp N rn Z Li WOO Ix 0 Jr mQii 0z0cn W N VI O Z N CL WW ( n O 0 o C Q N :7 V) N WC, W _ Z O z V) 0 J a Z 0 (n z � { Of 0 O {/i \ W n O Z - 0 ] N b '"a 1a i vt�I w ;ZVI Z O Z 000 Z r m p j °rrs�Am eh 'U do o Q w Q 0 0w„• 49, Ca OM M <Cy�yC<??�� 0O ='� Z f j . H �SNnN W t 09 ai 0 -c H f- r W '3 In ai—!N. o U< 04 O£ �o Q ° LZd Q A CgZv a - a 'n C] \ N N > Z 0. Li cc la1 O VY O O 0 Q cDam o z° m g Ox� w�Z��tn w z < O F- o ll.� <~ mQ =ZQZ� w Z ` F- '� �T WaYO O W W O z O z Z O N Ozz F- OZ cn rn W C/I Of $o W - j°OOF? o 3 =Qd�m0 � NN z 0wW�-c� V) Z 3 z W O w cn V O q Q M1 Z to ;� �� (n O =�' VZZLi Z �Ky NI-O WOn�c- 00 V 4 U - n- W\ 0<Z�(Y0aa 1100 -CL Z u W a: ��m jz -jW aoW�(nLJ n n n �� W �'Q0 �Z W =W 0Wwm QW F,o 0W �m c... NHOO ooa a ao p+�m on° Ions U a J 2. c� r� ao of O0 N W C4 U. In N10 0 rn F 6£ I L 33Vd LOZ4 )1006 SO 2! N r h z OOOS0006SZS 'ON 130MVd XVl S O pB y O Hsu NSSV a3i5Vrr sa3LVM 9NtllVj C Z z = U in c «a u] m x Z O 0000 wogO:Ol - ZIOZ at I saq (3nVOZZZ) 6mP-oi edc0 - 9014OW4S 900- £££901OZ\ -42MS \900- ££4901OZ \'S Packet Page -621- 6/11/2013 11.E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT PROJECT NAME: LASIP (CrewsropelSandy) PARCEL NUMBER: 224DAME PARENT TRACT SIZE: 3.71 acres OWNER'S NAME: McGuire, James & Joanne 5900 Cope Lane, Naples, FL Tax Folio: 00405920002; 00404880004 PURPOSE OF THE APPRAISAL: To estimate the market value of the unencumbered fee simple interest of the subject property parent tract lands and effected improvements (if any), and to estimate the compensation due the property owner (current record title holder of the fee simple interest in the property) by reason of the taking therefrom for public purposes. MARKET VALUE DEFINED: The most probable price, as of a specified date, in cash or in terms equivalent to cash, or in other precisely revealed terms, for which a property would sell after reasonable exposure in a competitive market under all conditions requisite to a fair sale, with the buyer and the seller each acting prudently, knowledgeably, and for self interest, and assuming that neither is under any undue stimulus to act. LEGAL DESCRIPTION: Parent Tract- 8 50 26 E112 of NW114 of NEW of SE114, less NLY 326.5ft, W10ft, E10ft and SLY 30ft OR 856 PG 161; 8 50 26 Beg NW Cnr of W112 of NE114 of NEW of SE1 14, S 264ft to POB, W 10ft, S 389.39ft, E 10ft, N 389.39ft to POB, and W112 of W112 of NE114 of SE114, less N 253ft, less ELY 5ft and less SLY 30ft OR 857 PG 1291 SEE ATTACHED LEGAL SKETCH AND DESCRIPTION FOR PARCEL TO BE ACQUIRED. PROPERTY HISTORY: The subject property has not sold over the past 10 years. PRESENT ZONING: E- Estates FUTURE LAND USE: Estates HIGHEST AND BEST USE: Based upon an analysis of the subject property and its environs (with consideration given to zoning, physical aspects of the subject property, economidmarket trends) the maximally productive use of the subject property would be for residential development (as currently improved). DESCRIPTION OF SUBJECT PROPERTY: The subject parent tract is a residential homesits located on the north side of Cope Lane just east of Santa Barbara Blvd in East Naples. The property is improved with a single - family dwelling and associated site improvements. The building improvements are unaffected by the proposed easement or project improvements. Therefore, only land and affected site improvements are considered in this analysis DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS: The Following Sales are used to estimate the value of the subject property lands using the Sales Comparison Approach: 1. 3855 Cope Lane, Naples Sale Price: $$225,000 Sale Date:10N 2 2. 2750 Sunset Blvd, Naples Sale Price: $95,000 Sale Date:11112 3. 2826 Sunset Blvd, Naples Sale Price: $115,000 Sale Date:1111 Packet Page -622- 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT ASCUSSION OF COMPARABLE SALES AND E)Uq ANATION OF ADJUSTMENTS Sale 91 is an "Estates" zoned 4.77 acre tract which is improved with a relatively modest residence (34 yrs old) and outbuilding. The estimated contributory values of these improvements are $70,000. As such, the contributory value of the land component allocation comes to $155,000. The Indicated underlying unit price for the land is therefore $32,500/acre (rounded). Sale #2 is an A- Agriculture zoned 4.77 acre parcel looted on the east side of Sunset Boulevard in East Naples. This is an unimproved wooded tract Its recent sale at $95,000 reflects an indicated unit price of $20,0001acre (rounded). Sale #3 is an A- Agriculture zoned 5 acre parcel located on the east side of Sunset Boulevard in East Naples. This is an unimproved wooded tract Its recent sale at $115,000 reflects an indicated unit price of $23,000Jacre. In comparison with the subject, most weight is given to comp #1 which is most similar to the subject with respect to zoning and specific location within the general area Size Factor consideration is also given (whereby due to economies of scale, larger lots tend to sell for lower unit/prices when compared to their smaller counterparts). An above range unit price of $40,000facre is therefore selected as most reasonable for the subject lands (relatively small lot for the area). Value Estimate, Parent Tract Land: 3.71 acres x $40,0001scre = $148,400. Proposed Taking Parcel, 224DAME: This is a permanent drainage, access and maintenance easement needed for LASIP related drainage improvements in this area. The proposed easement is 24 feet wide located along the subject property's Cope Lane frontage. it has a length of roughly 125 ft and a total area of 3,001 sf or .07 acres. Minor site improvements in the take area include a portion of gravel driveway and wire fencing. o'he proposed drainage easement uses represent an encumbrance factor of 95'/0 of the full fee simple interest The easement area compensation is therefore valued as follows: $40,0001acre x 95% x .07 acre area = $2,660 Improvements: $1,000 allowance for driveway material and fencing in proposed easement area Damages/Cure: No damages or associated cures result from the proposed taking parcel. The subject driveway and culvert will be re- established by the contractor as part of the project SUMMARY OF VALUES: Parcel 224DAME TOTAL LAND VALUE ................ $ 2,660 TOTAL VALUE OF IMPROVEMENTS .... $ 1,000 Damages: $ 0 TOTAL COMPENSATION ............. $ 3,660 Page 2 Packet Page -623- 6/11/2013 11.E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT LAST PROPERTY INSPECTION DATE: ! DATE OF VALUE: 03/2712013 SIGNATURE OF APPRAISER: k C APPRAISER'S NAME: I have not previously provided appraisal services involving the subject property. I have no past, current or oontemplated future interest in the subject Property. CERTIFICATE OF APPRAISAL I hereby certify that, to the best of my knowledge and belief, .. . The statements of fact contained in this report are true and correct. The reported analysis, opinions, and conclusions are limited only by the reported assumptions and limiting conditions, and are my personal, unbiased professional analyses, opinions and conclusions. I have no present or prospective interest in the property that is the subject of this report, and I have no personal interest or bias with respect to the parties involved. My compensation (neither salary nor bonus) is not contingent upon the reporting of a predetermined value or direction in value that favors the cause of my employer, the amount of the value estimate, the attainment of a stipulated result, or the occurrence of a subsequent event. My analyses, opinions and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice. Acceptance and utilization of this appraisal report, or any portion thereof, constitutes acknowledgment and acceptance of all the General Assumptions and Special Conditions contained herein. I have made a personal inspection of the property which is the subject of this report. Unless specifically mentioned in the body of the report, and only to the extent mentioned, no one other than the undersigned contributed any significant assistance in developing the analyses, assumptions and conclusions contained in this report. 14 C' Harry Henderson, SRA Review Appraiser Collier County, Florida RD3475 Page 3 Packet Page -624- EXHIBIT "A" Page 5 of 34 6/11/2013 11. E. LEGAL DESCRIPTION PERPETUAL, NON - EXCLUSIVE DRAINAGE, ACCESS AND MAINTENANCE EASEMENT PARCEL NO.224DAME LYING IN THE NE 1/4 OF THE SE 1/4 OF SECTION S, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA A tract or parcel of land lying in the Northeast Quarter (NE 1/4) of the Southeast Quarter (SE 1/4) of Section 8, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Beginning at the southeast corner of Magnolia Cove Condominium as recorded in Official Records Book 2538, page 385, public records of Collier County, Florida, thence North 00 °48'06" West on the east line of said Condominium for 24.01 feet; thence South 89 °21'37" East departing said east line for 125.04 feet; thence South 00 °48'06" East for 24.01 feet to an intersection with the south line of a parcel as recorded in official Records Book 3139, page 1123, said public records; thence North 89 °21'37" West on said south line for 125,04 feet to the Point of Beginning. Parcel contains 3,001 square feet (0.07 acres), more or less. Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the south line of the Northwest Quarter (NW 1/4) of the Northeast Quarter (NE 1/4) of the Southeast Quarter (SE 1/4) of said Section 8 bears North 89° 21'37" West.. TECM - ROW AUG 16 2012 July 2, 2012 (Not Valid Without Sheet 2 of 2) Sheet 1 of 2 Packet Page -625- �o 0 W W u UON1M CO Nw�00 O � W�N � wgp°, z p eb <z°' °M N W U M Cj W d0 m F - o O Z�yC4 <,< 30 O �1t, d wW\ O a n LUa 96 -1 M �n 0 0 mO I J � O W � woOt :OL - ZI.OZ '01. Pago6of34 09- 0£ ,O£ LU Q J i u, CL to U O \00 O 41 �= N W En 3W I3 Z�0 4Y V U- 0- M I 0 W lU V 0 0 z z Z qZ q�N N rz r IIi t bny saq (3Mtvevzz) bmF Pack( 0 W W CO Nw�00 O � N7 � vZ Z U) C) 0 0 W 0 fr 0 CL C O w� F - o O Z�yC4 Z 30 O �1t, :3 to wW\ O a 1- N z Q �.1�oi wE,y^ wa W r LL C.1 0 �O �O J °M 40Z W E. CO 0.�< I(n Wes° W'Z� woOt :OL - ZI.OZ '01. 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E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT PROJECT NAME: LASIP (CrewslCopelSandy) PARCEL NUMBER: 230TCE PARENT TRACT SIZE: 4.77 acres OWNER'S NAME: GTP Infrastructure 1 LLC 5860 Crews Rd, Naples, FL Tax Folio: 00405160008 PURPOSE OF THE APPRAISAL: To estimate the market value of the unencumbered fee simple interest of the subject property parent tract lands and effected improvements (if any), and to estimate the compensation due the property owner (current record tine holier of the fee simple interest in the property) by reason of the proposed temporary taking there from for public purposes. MARKET VALUE DEFINED: The most probable price, as of a specified date, in cash or in terms equivalent to cash, or in other precisely revealed terms, for which a property would sell after reasonable exposure in a competitive market under all conditions requisite to a fair sale, with the buyer and the seller each acting prudently, knowledgeably, and for self interest, and assuming that neither is under any undue stimulus to act. LEGAL DESCRIPTION: Parent Tract- 8 50.26 W112 of NW114 of SE114 of SE114 Less S 301t R1W SEE ATTACHED LEGAL SKETCH AND DESCRIPTION FOR TEMPORARY PARCEL TO BE ACQUIRED. PROPERTY HISTORY: The subject property last sold in March 2011 for $$3,887,000 (multiple parcel conveyance). PRESENT ZONING: E- Estates with approved Conditional Use FUTURE LAND USE: Urban Residential Designation HIGHEST AND BEST USE: Based upon an analysis of the subject property and its environs (with consideration given to zoning, physical aspects of the subject property, economiclmarket trends) the maximally productive use of the subject property would be for its continued use as a broadcast transmission tower and related infrastructure (approved conditional use). DESCRIPTION OF SUBJECT PROPERTY: The subject parent tract properly is improved with a broadcast transmission facility. It is located on the north side of Crews Road east of County Bam Road.. DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS: The Following Sales are used to estimate the value of the subject property lands using the Sales Comparison Approach: 1. 3855 Cope Lane, Naples Sale Price: $$225,000 Sale Date:10M2 2. 2750 Sunset Blvd, Naples Sale Price: $95,0D0 Sale Date :11112 3. 2826 Sunset Blvd, Naples Sale Price: $115,000 Sale Date:1M 1 DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS ale #1 is an "Estates" zoned 4.77 acre tract which is improved with a relatively modest residence (34 yrs old) and outbuilding. The Atimated contributory values of these improvements are $70,000. As such, the contributory value of the land component allocation Packet Page -627- 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT comes to $155,000. The indicated underlying unit price for the land is therefore $32,5001acre (rounded). Sale #2 is an A- Agriculture zoned 4.77 acre parcel located on the east side of Sunset Boulevard in East Naples. This is an unimproved wooded tract Its recent sale at $95,000 reflects an indicated unit price of $20,0001acre (rounded). Sale #3 is an A Agriculture zoned 5 acre parcel located on the east side of Sunset Boulevard in East Naples. This is an unimproved wooded tracL Its recent sale at $115,000 reflects an indicated unit price of $23,0001acre. In comparison with the subject, most weight is given to comp #1 which is most similar to the subject with respect to zoning and specific location within the general area A unit price of $32,5001acre is therefore selected as most reasonable for the subjed lands. Value Estimate, Parent Tract Land: 4.77 acres x $32,5001acre = $155,000 (rounded) Proposed Taking Parcel, 230TCE: This is a temporary construction easement needed for LASIP related drainage improvements in this area. The proposed easement is 6 feet wide located along the subject property's Crews Road frontage. It has a length of roughly 75 ft and a total area of 450 sf or .01 acres. Any site improvements in the easement area will be re- established by the contractor. This Temporary Construction easement will have a 3yr term. The easement area compensation is therefore valued as follows: $32,5001acre x .01 acres = $325110% (land cap. rate) x Syr term = $100 (rounded). Improvements: None Damages/Cure: No damages or associated cures result from the proposed taking parcel. SUMMARY OF VALUES: Panel 230TCE TOTAL LAND VALUE ................ $100 TOTAL VALUE OF IMPROVEMENTS .... $ 0 Damages: $ 0 TOTAL COMPENSATION ............. $100 LAST PROPERTY INSPECTION DATE: N DATE OF VALUE: Page 2 Packet Page -628- Kam 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT SIGNATURE OF APPRAISER: APPRAISER'S NAME: I have not previously provided appraisal services involving the subject property. I have no past, current or contemplated future interest in the subject property. CERTIFICATE OF APPRAISAL I hereby certify that, to the best of my knowledge and belief; .. . The statements of fact contained in this report are true and correct. The reported analysis, opinions, and conclusions are limited only by the reported assumptions and limiting conditions, and are my personal, unbiased professional analyses, opinions and conclusions. I have no present or prospective interest in the property that is the subject of this report, and I have no personal interest or bias with respect to the parties involved. My compensation (neither salary nor bonus) is not contingent upon the reporting of a predetermined value or direction in value that favors the cause of my employer, the amount of the value estimate, the attainment of a stipulated result, or the occurrence of a subsequent event. My analyses, opinions and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice. .;ceptance and utilization of this appraisal report, or any portion thereof, constitutes acknowledgment and acceptance of all the General Assumptions and Special Conditions contained herein. I have made a personal inspection of the property which is the subject of this report. Unless specifically mentioned in the body of the report, and only to the extent mentioned, no one other than the undersigned contributed any significant assistance in developing the analyses, assumptions and conclusions contained in this report. Harry Henderson, SRA Review Appraiser Collier County, Florida RD3475 Page 3 Packet Page -629- EXHIBIT "A" Page 7 of 34 LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT PARCEL NO.230TCE LYING IN THE SOUTHEAST QUARTER (SE 1/4) OF SECTION 8, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA 6/11/2013 11.E. A tract or parcel of land lying in the Southeast Quarter (SE 1/4) of Section 8, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Commencing at the southwest corner of the West Half (W 1/2) of the Northwest Quarter (NW 1/4) of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) of said Section 8; thence North 00 °47'15" West on the west line of said fraction for 30.01 feet to an intersection with a line 30 feet north of (as measured on a perpendicular) and parallel with the south line of said fraction; thence South 89 °05'20" East on said parallel line for 102.49 feet to the Point of Beginning, From said Point of Beginning thence North 00 °54'40" East departing said parallel line for 6.00 feet to an intersection with a line 36 feet north of (as measured on a perpendicular) and parallel with the south line of said fraction; thence South 89 °05'20" East for 75.00 feet; thence South 00 °54'40" West departing said parallel line for 6,.00 feet to an intersection with a line 30 feet north of (as measured on a perpendicular) and parallel with the south line of said fraction; thence North 89 °05'20" West on said parallel line for 75.00 feet to the Point of Beginning.. Parcel contains 450 square feet (0..01 acres), more or less. Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the west line of the West Half (W 1/2) of the Northwest Quarter (NW 1/4) of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) of Section 8 bears North 000 47'15" West.. TEMPORARY CONSTRUCTION EASEMENT DURATION 2 YEARS, TECM ROW January 17, 2012 AUG 16 2012 (Not Valid Without Sheet 2 of 2) Sheet 1 of 2 Packet Page -630- 9L04 39Vd 6004 31009 a'o V000*9ZOVOO 'ON 130NVd XVL ONI "OOSSV a31SVW Sa31VM ONIIIV.4 oCO V. 0 V 3 N Z w p � W W li d O � W w z N W N � w m -j0w JOta to l LU O a �C, Cj X00 C5 f5 OCN Q W Y 100 ?am a Ox d U- 0 d m �0 zW wN h 0 0 U- 0 �w W:C r- w U-0 0 d w z^ i-- �w 9L04 39Vd '6001p MOOS a'0 L0009LWtOO 'ON Z33SVd XVl C 0 Cn L1 O ` W` O� bG O � ,9£ O O Z,tm _ 0 � U w w w 9 O d \ �. uj3 W X i- O O d z W �Ln 0� 0 Cl j A � o 0. 0£ 0 0 C�] r ti t` 0 �s .EXHIBIT "A" zz 9Vd Zb R a Vd N3EV3 31V1S3 NOSS30NY '0 038MIN NQ W W U 0 0 Z U w �w �0 3� wW �F tj o w w �z� LJ VcO.�Ln w 40 6/11/2013 11.E. 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SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT PROJECT NAME: LASIP (Crews/CopdSandy) PARCEL NUMBER: 232DAME PARENT TRACT SIZE: 4.77 acres OWNER'S NAME: Lespade, J & C No Site Address Tax Folio: 00405480005 PURPOSE OF THE APPRAISAL: To estimate the market value of the unencumbered fee simple interest of the subject property parent hW lands and effected improvements (if any), and to estimate the compensation due the property owner (current record title holder of the fee simple interest in the property) by reason of the taking therefrom for public purposes. MARKET VALUE DEFINED: The most probable price, as of a specified date, in cash or in terms equivalent to cash, or in other precisely revealed terms, for which a property would sell after reasonable exposure in a competitive market under all conditions requisite to a fair sale, with the buyer and the seller each acting prudently, knowledgeably, and for self interest, and assuming that neither is under any undue stimulus to act LEGAL DESCRIPTION: Parent Tract -8 50 26 W112 of SW114 of SE114 of SE114 4.77 acres OR 492 PG 534 SEE ATTACHED LEGAL SKETCH AND DESCRIPTION FOR PARCEL TO BE ACQUIRED. PROPERTY HISTORY: The subject property has not sold within the past 15 yrs. PRESENT ZONING: E- Estates FUTURE LAND USE: Residential HIGHEST AND BEST USE: Based upon an analysis of the subject property and its environs (with consideration given to zoning, physical aspects of the subject property, economiclmarket trends) the maximally productive use of the subject property would be for residential development to a density as allowed by zoning. DESCRIPTION OF SUBJECT PROPERTY: The subject parent tract property is a vacant wooded site located on the south side of Crews Road in the East Naples area just east of Courdy Barn Road. DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS: The Following Sales are used to estimate the value of the subject property lands using the Sales Comparison Approach: 1. 3855 Cope Lane, Naples Sale Price: 55225,000 Sale Date: 10112 2. 2750 Sunset Blvd, Naples Sale Price: $95,000 Sale Date:11112 3. 2826 Sunset Blvd, Naples Sale Price: $115,000 Sale Date:1M 1 DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS Sale #1 is an "Estates" zoned 4.77 acre tract which is improved with a relatively modest residence (34 yrs old) and outbuilding. The estimated contributory values of these improvements are $70,000. As such, the contributory value of the land component allocation Packet Page -632- 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT comes to $155,000. The indicated underlying unit price for the land is therefore $ 32,5001acre (rounded). Sale #2 is an A•Agdcultum zoned 4.77 acre parcel located on the east side of Sunset Boulevard in East Naples. This is an unimproved wooded tract Its recent sale at $95,000 reflects an indicated unit price of $20,0001acre (rounded). Sale #3 is an A•Agriculture zoned 5 acre panel located on the east side of Sunset Boulevard in East Naples. This is an unimproved wooded but Its recent sale at $115,000 reflects an indicated unit price of $23,0001acre. In comparison with the subject, most weight is given to comp #1 which is most similar to the subject with respect to zoning and specific location within the general area. A unit price of $ 32,5001ac re is therefore selected as most reasonable for the subject lands. Value Estimate, Parent Tract Land: 4.77 acres x $32,5001acre = $155,000 (rounded) Proposed Taking Parcel, 232DAME: This is a permanent drainage, access and maintenance easement needed for LASIP related drainage improvements in this area. The proposed easement is 20 feet wide locked along the subject property's Crews Road frontage. It has a length of roughly 334 ft and a total area of 6678 sf or .15 acres. Wire fencing may be located within a portion of the take area. The proposed drainage easement uses represent an encumbrance factor of 950/6 of the full fee simple interest The easement area compensation is therefore valued as follows: $32,5001acre x 95% x.15 acre area = $4,600 (rounded). mprovements: $1,000 allowance for any site improvements located within take area Damages/Cum: No damages or associated cures result from the proposed taking parcel. SUMMARY OF VALUES: Parcel 232DAME TOTAL LAND VALUE ................ $ 4,600 TOTAL VALUE OF IMPROVEMENTS .... $1,000 Damages: $ 0 TOTAL COMPENSATION . . $5,600 LAST PROPERTY INSPECTION DATE: I DATE OF VALUE: Page 2 Packet Page -633- 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT SIGNATURE OF APPRAISER: APPRAISER'S NAME: I have not previously provided appraisal services involving the subject properly. I have no past, current or contemplated future interest in the subject prop". L;V-K1I UA1 h Ur APPRAISAL I hereby certify that, to the best of my knowledge and belief, .. . The statements of fact contained in this report are true and correct. The reported analysis, opinions, and conclusions are limited only by the reported assumptions and limiting conditions, and are my personal, unbiased professional analyses, opinions and conclusions. I have no present or prospective interest in the property that is the subject of this report, and I have no personal interest or bias with respect to the parties involved. My compensation (neither salary nor bonus) is not contingent upon the reporting of a predetermined value or direction in value that favors the cause of my employer, the amount of the value estimate, the attainment of a stipulated result, or the occurrence of a subsequent event. My analyses, opinions and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice. Acceptance and utilization of this appraisal report, or any portion thereof, constitutes acknowledgment and acceptance of all the General Assumptions and Special Conditions contained herein. I have made a personal inspection of the property which is the subject of this report. Unless specifically mentioned in the body of the report, and only to the extent mentioned, no one other than the undersigned contributed any significant assistance in developing the analyses, assumptions and conclusions contained in this report. Harry Henderson, SRA Review Appraiser Collier County, Florida RD3475 Page 3 Packet Page -634- 6/11/2013 11. E. EXHIBIT "A" Page 9 of 34 LEGAL DESCRIPTION PERPETUAL, NON - EXCLUSIVE DRAINAGE, ACCESS AND MAINTENANCE EASEMENT PARCEL NO.232DAME LYING IN THE SOUTHEAST QUARTER (SE 1/4) OF SECTION 8, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA A tract or parcel of land lying in the Southeast Quarter (SE 1/4) of Section 8, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Beginning at the northwest quarter of the West Half (W 1/2) of the Southwest Quarter (SW 1/4) of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) of said Section 8; thence South 89 005'20" East on the north line of said fraction for 33190 feet to an intersection with the east line of said fraction; thence South 00 °48'06" East on said east line for 20.,01 feet to an intersection with a line 20 feet south of (as measured on a perpendicular) and parallel with the north line of said fraction; thence North 89 °05'20" West on said parallel line for 333.91 feet to an intersection with the west line of said fraction; thence North 00 °47'15" West on said west line for 20.,01 feet to the Point of Beginning. Parcel contains 6,678 square feet (0,15 acres), more or less_ Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the north line of the West Half (W 1/2) of the Southwest Quarter (SW 1/4) of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) of said Section 8 bears South 89° 05'20" East. TECM - ROW AUG 16 20;2 December 1, 2011 (Not Valid Without Sheet 2 of 2) . 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SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT 'ROJECT NAME: LASIP (Crews/Cope/Sandy) Project#51101 PARCEL NUMBER: 233DAME PARENT TRACT SIZE: 5 acres (2 tax parcels) 00406400000 00404320001 OWNER'S NAME: Falling Waters Master Association Inc PURPOSE OF THE APPRAISAL: To estimate the market value of the unencumbered fee simple interest of the subject property parent tract lands and effected improvements (if any), and to estimate the compensation due the property owner (current record title holder of the fee simple interest in the property) by reason of the taking therefrom for public purposes. MARKET VALUE DEFINED: The most probable price, as of a specified date, in cash or in terms equivalent to cash, or in other precisely revealed terms, for which a property would sell after reasonable exposure in a competitive market under all conditions requisite to a fair sale, with the buyer and the seller each acting prudently, knowledgeably, and for self interest, and assuming that neither is under any undue stimulus to act LEGAL DESCRIPTION: Parent Tract -8 50 26 W112 of NE114 of SE114 of SE114 SEE ATTACHED LEGAL SKETCH AND DESCRIPTION FOR PARCEL TO BE ACQUIRED. PROPERTY HISTORY: The subject property has not sold within the past 5 years. PRESENT ZONING: PUD (Falling Waters, Preserve/Open Lands) 1 FUTURE LAND USE: Urban Residential Subdistrict HIGHEST AND BEST USE: Based upon an analysis of the subject property and its environs (with consideration given to zoning, physical aspects of the subject property, economidmarket trends) the maximally productive use of the subject property would be for preservelopen land usage as called for in the Failing Waters PUD. This also reflects its current usage. DESCRIPTION OF SUBJECT PROPERTY: The subject parent tract properties involves a vacant (wooded) site totaled on the north side of Crews Road in the East Naples area just west of the Santa Barbara Boulevard extension. This tract has a total size of 5 acres. DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS: The Following Sales are used to estimate the value of the subject property lands using the Sales Comparison Approach: 1. NIA DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS NIA Value Estimate, Parent Tract Land: No value as a stand -alone tract outside of the PUD Packet Page -637- 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT Proposed Taking Parcel 233DAME: This is a permanent drainage, access and maintenance easement needed for LASIP related drainage improvements in this area. The proposed easement is 27 feet wide and has a length of approximately 334 feet. Parcel 233DAME has an area of 18,031 sf or .41 acres. There is no planted lartdsraping or site improvements in the easement area. The proposed drainage easement uses represent an encumbrance factor of 95% of the full fee simple interest The easement area compensation is therefore valued as follows: NIA; parent tract lands have no market value as standalone lands apart from the greater PUD. The compensation due to property owner is therefore calculated based on the cost for property owner's review and approval of deedltiNe documents associated with the transfer of the 233DAME lands. Improvements: None Damages/Cure: No damages or associated cures result from the proposed taking parcel. SUMMARY OF VALUES: Parcel 233DAME TOTAL LAND VALUE ................ $ 1,000 TOTAL VALUE OF IMPROVEMENTS .... $ 0 Damages: $ 0 TOTAL COMPENSATION ............. $1,000 ILAST PROPERTY INSPECTION DATE: I DATE OF VALUE: �—/igl 2/1-7 1 SIGNATURE OF APPRAISER: / (. APPRAISER'S NAME: I have not previously provided appraisal services involving the subject property. I have no past, current or contemplated future interest in the subject propedy. CERTIFICATE OF APPRAISAL I hereby certify that, to the best of my knowledge and belief, .. . The statements of fact contained in this report are true and correct. Page 2 Packet Page -638- 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT The reported analysis, opinions, and conclusions are limited only by the reported assumptions and limiting conditions, and are my personal, nbiased professional analyses, opinions and conclusions. I have no present or prospective interest in the property that is the subject of this report, and I have no personal interest or bias with respect to the parties involved. My compensation (neither salary nor bonus) is not contingent upon the reporting of a predetermined value or direction in value that favors the cause of my employer, the amount of the value estimate, the attainment of a stipulated result, or the occurrence of a subsequent event. My analyses, opinions and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice. Acceptance and utilization of this appraisal report, or any portion thereof, constitutes acknowledgment and acceptance of all the General Assumptions and Special Conditions contained herein. I have made a personal inspection of the property which is the subject of this report. Unless specifically mentioned in the body of the report, and only to the extent mentioned, no one other than the undersigned contributed any significant assistance in developing the analyses, assumptions and conclusions contained in this report. Harry Henderson, SRA Review Appraiser Collier County, Florida RD3475 Page 3 Packet Page -639- PROJECT NO. 51101 (LASIP) PARCEL NO. 233DAME FOLIO NOS. 00404320001 & 00406400000 _ LEGAL DESCRIPTION & SKETCH (NOT A SURVEY) THE SOUTH 27 FEET OF THE WEST ONE HALF (W %) OF THE WEST ONE HALF (W %) OF THE NORTHEAST ONE QUARTER (NE Y.) OF THE SOUTHEAST ONE QUARTER (SE Y.) OF THE SOUTHEAST ONE QUARTER (SE %) OF SECTION 8, TOWNSHIP 50 SOUTH, RANGE 26 EAST, ALONG WITH THE SOUTH 27 FEET OF THE EAST ONE HALF (E %) OF THE WEST ONE HALF (W %) OF THE NORTHEAST ONE QUARTER (NE %) OF THE SOUTHEAST ONE QUARTER (SE Y.) OF THE SOUTHEAST ONE QUARTER (SE Y4) OF SECTION 8, TOWNSHIP 50 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA (CONTAINING 9,015 SO. FT., MORE OR LESS) FOLIO NO. FOLIO NO. 00404320001 00406400000 OR 4009 / PG4015 OR 4009 / PG4015 27 FEET SMUHNOT TOSCALE N lX,CM - ROW MAY 202M CoilCar*&w0 011-1, -T 69 ii 4Dapmknod OUM3MPM Packet Page -640- 6/11/2013 11. E. i no 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT PROJECT NAME: LASIP (Crews/Cope/Sandy) Project#51101 I PARCEL NUMBER: 234DAME PARENT TRACT SIZE: 5 acres SIS Crews Road (no street address Tax Folio: 00404240000 OWNER'S NAME: Anderson Est, Mildred PURPOSE OF THE APPRAISAL: To estimate the market value of the unencumbered fee simple interest of the subject property parent had lands and effected improvements (if any), and to estimate the compensation due the property owner (current record title holder of the fee simple interest in the property) by reason of the taking therefrom for pubic purposes. MARKET VALUE DEFINED: The most probable price, as of a specified date, in rash or in terms equivalent to cash, or in other precisely revealed terms, for which a property would sell after reasonable exposure in a competitive market under all conditions requisite to a fair sale, with the buyer and the seller each acting prudently, knowledgeably, and for self interest, and assuming that neither is under any undue stimulus to act LEGAL DESCRIPTION: Parent Tract- 6 50 26 E112 of SIW114 of SE114 of SE114 5 acres SEE ATTACHED LEGAL SKETCH AND DESCRIPTION FOR PARCEL TO BE ACQUIRED. PROPERTY HISTORY: The subject property last sold in September 2008 for $330,000. The subject has not been listed for sale since that time. PRESENT ZONING: E- Estates FUTURE LAND USE: Residential HIGHEST AND BEST USE: Based upon an analysis of the subject property and its environs (with consideration given to zoning, physical aspects of the subject property, economidmarket trends) the maximally productive use of the subject property would be for residential development to a density as allowed by zoning. DESCRIPTION OF SUBJECT PROPERTY: The subject parent tract is located on the east side of Sandy Lane near Polly Avenue. The subject property is unimproved. (Wire fencing may be located in a portion of the take area.) DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS: The Following Sales are used to estimate the value of the subject property lands using the Sales Comparison Approach: 1. 3855 Cope Lane, Naples Sale Price: $$225,000 Sale Date: %12 2. 2750 Sunset Blvd, Naples Sale Price: $95,000 Sale Date:11112 3. 2826 Sunset Blvd, Naples Sale Price: $115,000 Sale Date:1111 II DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS 'ale #1 is an "Estates" zoned 4.77 acre tract which is improved with a relatively modest residence (34 yms old) and outbuilding. The u astimated contri butory values of these improvements are $70,000. As such, the contributory value of the land component allocation Packet Page -641- 6/11/2013 11.E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT comes to $155,000. The indicated underlying unit price for the land is therefore $32,5001acre (rounded). Sale #2 is an A- Agriculture zoned 4.77 acre parcel located on the east side of Sunset Boulevard in East Naples. This is an unimproved wooded tract. Its recent sale at $95,000 reflects an indicated unit price of $20,0001acre (rounded). Sale #3 is an A- Agriculture zoned 5 acre parcel located on the east side of Sunset Boulevard in East Naples. This is an unimproved wooded tract Its recent sale at $115,000 reflects an indicated unit price of $23,000Iacre. In comparison with the subject, most weight is given to comp #1 which is most similar to the subject with respect to future land usetsimilar zoning and specific location within the general area. A unit price of $32,5001acre is therefore selected as most reasonable for the subject lands. Value Estimate, Parent Tract Land: 5 acres x $32,5001acre = $162,500 Proposed Taking Parcel, 234DAME: This is a permanent drainage, access and maintenance easement needed for LASIP related drainage improvements in this area. The proposed easement is mostly 20 feet wide located Wong the north boundary of the parent tract lands. The proposed parcel runs for approximately 334 feet and has a total area of 6,678 of or .15 acres. Wire fencing maybe located in a portion of the take area. The proposed drainage easement uses represent an encumbrance factor of 95% of the full fee simple interest The easement area compensation is therefore valued as follows: $32,500/acre x 950/9 x.15 acre area = $4,630 (rounded). Improvements: $1,000 allowance for any minor site improvements located within the take area. Damages/Cure: No damages or associated cures result from the proposed taking parcel. The remainder lands are unaffected by this proposed easement parcel. SUMMARY OF VALUES: Parcel 234DAME TOTAL LAND VALUE ................ $ 4,630 TOTAL VALUE OF IMPROVEMENTS .... $1,000 Damages: $ 0 TOTAL COMPENSATION ............. $ 5,630 Page 2 Packet Page -642- 6/11/2013 11.E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT %ST PROPERTY INSPECTION DATE: DATE OF VALUE: Ilk /? SIGNATURE OF APPRAISER: I (� ---- -- APPRAISER'S NAME: I have not previously provided appraisal services involving the subject property. I have no past, current or contemplated future interest in the subject property. CERTIFICATE OF APPRAISAL I bereby certify that, to the best of my knowledge and belief,... The statements of fact contained in this report are true and correct. The reported analysis, opinions, and conclusions are limited only by the reported assumptions and limiting conditions, and are my personal, unbiased professional analyses, opinions and conclusions. I have no present or prospective interest in the property that is the subject of this report, and I have no personal interest or bias with respect to the parties involved. My compensation (neither salary nor bonus) is not contingent upon the reporting of a predetermined value or direction in value that favors the cause of my employer, the amount of the value estimate, the attainment of a stipulated result, or the occurrence of a subsequent event. i analyses, opinions and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of erofessional Appraisal Practice. Acceptance and utilization of this appraisal report, or any portion thereof, constitutes acknowledgment and acceptance of all the General Assumptions and Special Conditions contained herein. I have made a personal inspection of the property which is the subject of this report. Unless specifically mentioned in the body of the report, and only to the extent mentioned, no one other than the undersigned contributed any significant assistance in developing the analyses, assumptions and conclusions contained in this report. Harry Henderson, SRA Review Appraiser Collier County, Florida RD3475 Page 3 Packet Page -643- 6/11/2013 11. E. LEGAL DESCRIPTION PERPETUAL, NON - EXCLUSIVE DRAINAGE, ACCESS AND MAINTENANCE EASEMENT PARCEL NO.234DAME LYING IN THE SOUTHEAST QUARTER (SE 1/4) OF SECTION 8, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA A tract or parcel of land lying in the Southeast Quarter (SE 1/4) of Section 8, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Beginning at the northwest corner of the East Half (E 1/2) of the Southwest Quarter (SW 1/4) of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) of said Section 8; thence South 89 005'20" East on the north line of said fraction for 333.90 feet to an intersection with the east line of said fraction; thence South 00 °48'56" East on said east line for 20.01 feet to an intersection with a line 20 feet south of (as measured on a perpendicular) and parallel with the north line of said fraction; thence North 89 °05'20" West on said parallel line for 333.91 feet to an intersection with the west line of said fraction; thence North 00 °48'06" West on said west line for 20.01 feet to the Point of Beginning.. Parcel contains 6,678 square feet (0,15 acres), more or less. Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the north line of the East Half (E 1/2) of the Southwest Quarter (SW 1/4) of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) of said Section 8 bears South 890 05'20" East. TECM - ROW December 1, 2011 AUG 16 2012 (Not Valid Without Sheet 2 of 2) Sheet 1 of 2 Packet Page -644- 6/11/2013 11.E. 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Summary Appraisal Report Number 13 -04 -01 (Parcel Nos. 236DAME1 and 236DAME2) Project: Lely Area Stormwater Improvement Project (LASIP) County Project No. 51101 Parcel Nos. 236DAME1 and 236DAME2 Parent Tract: 21.18 Acre Residential Tract. Improvements: None Location: The Parent Tract is Located at Both the Northeast and Southeast Corners of Santa Barbara Boulevard and Whitaker Road and at Both the Northwest and Southwest Corners of Sunset Boulevard and Whitaker Road Between Davis Boulevard and Rattlesnake Hammock Road in Collier County, Naples, Florida. Owner: Andy R. Morgan. Date of Valuation: May 22, 2013. (Date of Most Recent Inspection) For Hart' Henderson, SRA, Review Appraiser Transportation Right- Of-Way Group 2885 South Horseshoe Drive Naples, Florida 34104 May 2013 Prepared By: Wilcox AppmiwI,%wvi%~,%r*&, Inc. 1633 S.E. 41st Street Cape Coral, Florida 33904 -7470 239 -542 -2311 Fax 239 - 542.11995 Email: awilcoxmaisra @comcast.net tI Appraisal Ili��l� .1 Institute - PrgOc- -ds Prmxdmg Real Enate Sokwons WIkox Appraisal Services, Inc. is twmrnllhd to flre highest degree of p ofosaionalism with an of our appraisers belt designelsd members of the Appraisal hrsftbrte Packet Page -646- Em Prepared for and property of Collier County Board of Commissioners. Reliance upon the appraisal for other uses is not warranted. Wilcox Appraisal Services, Inc. May 29, 2013 Harry Henderson, SRA, Review Appraiser Transportation Right -of -Way Group 2885 South Horseshoe Drive Naples, Florida 34104 6/11/2013 11. E. .1 II Appraisal ��h, Institute'" Aeal Game Sdutiam IM /cox Appraisal Services, inc. is committed to the highest degree of professionalism with all of our appraisers being designated members of the Appraisal Institute. Re: Summary Appraisal Report Number: 13 -0401 (Parcel Nos. 236DAME1 and 236DAME2). Project: Lely Area Stormwater Improvement Project (LASIP). Parcel Nos.: 236DAME1 AND 236DAME2. Parent Tract: 21.18 Acre Residential Tract. Improvements: None. Location: The parent tract is located at both the northeast and southeast corners of Santa Barbara Boulevard and Whitaker Road and at both the northwest and southwest comers of Sunset Boulevard and Whitaker Road between Davis Boulevard and Rattlesnake Hammock Road in Collier County, Naples, Florida. Owner: Andy R. Morgan. Date of Value: May 22, 2013 (Date of Most Recent Inspection). Dear Mr. Henderson: Pursuant to your request, an inspection and valuation analysis has been completed of the above referenced property for the purpose of estimating the market value of the property rights and improvements (if any) which are proposed to be acquired, together with all diminution in value to the remainder land and improvements (if any) which can be attributed to the proposed use of, or activity upon, the proposed perpetual, non - exclusive, drainage, access, and maintenance easements (Parcel Nos. 236DAME1 and 236DAME2). The Appraisal Standards Board of the Appraisal Foundation adopted the "2012 -2013 Uniform Standards of Professional Appraisal Practice" (USPAP) on April 8, 2011. The 2012 -2013 standards became effective January 1, 2012 through December 31, 2013. In compliance with Standards Rule 2 -2(b), the appraiser is communicating to the reader a "Summary Appraisal Report", one of the three reporting options allowed under Standards Rule 2 -2. To estimate the compensation due the property owner, the appraiser has estimated the "as is" market value of the undivided fee simple interest in the parent tract before and after the proposed acquisition. Accordingly, as of the date of value, May 22, 2013, the appraiser has utilized the hypothetical condition assuming the proposed acquisition and the proposed stonnwater management improvements have been completed. A hypothetical condition is contrary to what exists but is supposed for the purpose of analysis. Hypothetical conditions assume conditions contrary to known facts about physical, legal, or economic characteristics of the parent tract; or about conditions external to the property, such as market conditions or trends; or about the integrity of data used in an analysis. The parent tract of this appraisal assignment is an unimproved residential tract of land located at both the northeast and southeast comers of Santa Barbara Boulevard and Whitaker Road and at both the northwest and southwest comers of Sunset Boulevard and Whitaker Road 1633 S.E. 41" Street • Cape Coral • Florida 33904 -7470 239 -542 -2311 a Fax 239-f— "" oxmaisra @comcast.net Packet Page -647- 6/11/2013 11. E. Page No. 2 Prepared for and property of Collier County May 29, 2013 Board of Commissioners. Reliance upon the Hang Henderson, SRA, Review Appraiser appraisal for other uses is not warranted. between Davis Boulevard and Rattlesnake Hammock Road in Collier County, Naples, Florida. The parent tract owner of record is listed on the 2013 Collier County Tax Roll as Andy R. Morgan. The property is identified as Folio Nos. 00409400007, 00419720007, 00420400002 and 00422200006 and S.T.R.A.P. Nos. 502609 068.00051309, 502616 027.0005816, 502616 046.00051316 and 502616 088.0005616 in the Collier County Property Appraiser's Office. The client of this report has not provided the appraiser with a specific legal description of the parent tract. Accordingly, the appraiser has utilized available data found within the Collier County Property Appraiser's Office and the public records of Collier County. The parent tract contains a total of 21.18 acres of gross land area and is irregular in shape. The parent tract benefits from a double comer location including roadway frontage along the easterly right -of -way of Santa Barbara Boulevard, the northern and southern right -of -ways of Whitaker Road, and the westerly right -of -way of Sunset Boulevard. Santa Barbara Boulevard is a collector, median divided, four lane, paved roadway. Both Whitaker Road and Sunset Boulevard are local, undivided, two -lane, unpaved, lime rock/dirt roadways. Whitaker Road severs the parent tract into two non - contiguous northern and southern portions. The parent tract benefits from full public utilities including public water, central sewers, telephone, electrical service and emergency services. The parent tract is a level tract that is covered with natural vegetation and is not cleared. The parent tract is situated within an area designated Flood Zone AH in the Federal Emergency Management Flood Rate Maps, Community Panel Number 12021C0602H, and dated May 16, 2012. Flood Zone AH is the flood insurance rate zone used for areas of 1- percent- annual- chance shallow of flooding from rainfall with a constant water - surface elevation (usually areas of ponding) where average depths are less than 3 feet. Base flood elevations derived from detailed hydraulic analyses are shown at selected intervals within this zone. Mandatory flood insurance purchase requirements apply. Based on the appraiser's review of the United States Department of Agriculture's Soil Survey of Collier County, Florida, the parent tract is located in an area with predominant soil types that includes No. 11, Hallandale fine sand; No. 14, Pineda find sand, limestone substratum; and No. 21, Boca find sand. It is important to bring to the reader's attention that the information reported above related to the predominant soil group(s) on or near the parent tract, are general in nature, and may or may not apply specifically to the soil group(s) located on the parent tract. Only a limited visual surface inspection of the property was made and no soil or subsoil problems were observed. No soil or subsoil engineering reports were provided to the appraiser. The appraiser has assumed no soil or subsoil problems exist that would negatively affect the market value of the parent tract. The parent tract is presumed to be unencumbered by current county, state, and federal regulations related to certain areas being considered to be jurisdictional based upon vegetation classifications and /or wildlife species. It is important for the reader to be advised that no environmental studies of the parent tract have been provided to the appraiser. The northern portion of the parent tract (north of Whitaker Road) is severed by an existing 40- foot wide drainage easement and existing drainage swale that traverses the parent tract from Santa Barbara Boulevard to Sunset Boulevard. The existing 40 -foot wide drainage easement is located in the western portion that connects to an existing drainage swale located in the eastern portion. The appraiser is not aware of any other easements or restrictive covenants which might adversely affect the market value and development of the parent tract before the taking. However, the reader is advised that the appraiser has not been provided any title information. W1IcoX Anna ca>1 cand^&% Ina Packet Page -648- 6/11/2013 11.E. Page No. 3 Prepared for and property of Collier County May 29, 2013 Board of Commissioners. Reliance upon the Harry Henderson, SRA, Review Appraiser appraisal for other uses is not warranted. The parent tract is designated Urban Residential Subdistrict on the Collier County Future Land Use Map. Furthermore, the northern and eastem portions of the parent tract are zoned PUD, Planned Unit Development District, Waterford Estates, and the southwestern portion of the parent tract is zoned A, Rural Agricultural District according to the Collier County Land Development Code. Based on the review of Collier County Ordinance 91 -31, approved April, 9, 1991, the parent tract's Waterford Estates PUD was approved for a maximum of 63 residential units. However, portions of the Waterford Estates PUD have been previously taken for the widening of Santa Barbara Boulevard project and the current status of the PUD is "sunset'. The term "sunset" describes a PUD which has not met the time frames and development criteria. The parent tract is unimproved. Based on the analysis of the legally permissible, physically possible, financially feasible and maximally productive uses of the parent tract, the highest and best use "as though vacant" is estimated to be potential residential development. Parcel Nos. 236DAME1 and 236DAME2 are both proposed perpetual, non - exclusive drainage, access and maintenance easements and are both located in the northern portion of the parent tract (north of Whitaker Road). Parcel No. 236DAME1 traverses the northern portion of the parent tract (north of Whitaker Road) from Santa Barbara Boulevard to Sunset Boulevard and is located adjacent and immediately south of the existing 40 -foot wide drainage easement. Parcel No. 236DAME1 contains 0.58 acres (25,202 square feet) and is irregular in shape. Parcel No. 236DAME2 is located along the eastern boundary of the parent tract just north and east of Parcel No. 236DAME1. Parcel No. 236DAME2 contains 0.01 acres (300 square feet) and is rectangular in shape. No improvements are located in the part taken. The proposed perpetual, non - exclusive drainage, access and maintenance easements will be utilized for the construction of stormwater improvements known as the Lely Area Stormwater Improvement Project (LASIP), Project No. 51101. The remainder property shall contain 21.18 acres of gross land area and is still irregular in shape and the same size and shape as before the taking, since the proposed property rights to be acquired involve two proposed perpetual, non - exclusive drainage, access and maintenance easements. However, the remainder property will be encumbered by two additional perpetual easements including Parcel No. 236DAME1 that contains 0.58 acres (25,202 square feet) and Parcel No. 236DAME2 that contains 0.01 acres (300 square feet). The remainder property's overall access, availability to utilities, topography, land use designation, and zoning are unchanged. The highest and best use of the remainder property "as vacant" is estimated to remain the same as before the taking, potential residential development. However, the proposed perpetual, non - exclusive drainage, access and maintenance easements will increase the costs to develop a future internal access road needed to cross the existing 40- foot wide drainage easement and existing drainage swale that traverses the remainder property from Santa Barbara Boulevard to Sunset Boulevard. Accordingly, the appraiser has estimated a cost to cure pertinent to the added costs needed to provide a future linking internal access road. Finally, after the completion of a cost to cure, the remainder property is not considered to be damaged due to the taking of the proposed perpetual easement acquisition areas. The intended use of the appraisal is understood to be for use as a basis of value for determining full compensation to the property owner for the loss of the real estate resulting from the property rights and improvements (if any) which are proposed to be acquired, including all diminution in Wilcox Agora sal Services, Inc. Packet Page -649- 6/11/2013 11. E. Page No. 4 Prepared for and property of Collier County May 29, 2013 Board of Commissioners. Reliance upon the Harry Henderson, SRA, Review Appraiser appraisal for other uses is not warranted. value to the remainder land and improvements (if any) which can be attributed to the use of, or activity upon, the proposed perpetual, non - exclusive, drainage, access, and maintenance easements (Parcel Nos. 236DAME1 and 236DAME2). Market Value is defined as "the most probable price that 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 and 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 acting in what they consider their own best interests; 3. a reasonable time is allowed for exposure in the open market; 4. payment is made in terms of cash in United States 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: The Dictionary of Real Estate Appraisal, Fifth Edition, 2010, The Appraisal Institute, Chicago, IL 60607, Page 123. This letter of transmittal precedes the full narrative appraisal report, further describing the property and containing the reasoning and most pertinent data leading to the final value estimates. Your attention is directed to the "General Assumptions ", "General Limiting Conditions ", and "Certificate of Appraisal', which are considered usual for this type of assignment and have been included in the addendum of this report. Unless otherwise stated in this report, the existence of hazardous substances, including without limitation, asbestos, polychlorinated biphenyls, petroleum leakage, or agricultural chemicals, which may or may not be present on the property, or other environmental conditions, were not called to the attention of nor did the appraiser become aware of such during the inspection. The appraiser has no knowledge of the existence of such materials on or in the property unless otherwise stated. The appraiser, however, is not qualified to test for such substance or conditions. If the presence of such substances, such as asbestos, urea, formaldehyde foam insulation, or other hazardous substances or environmental conditions, may affect the value of the property, the value estimated is predicated on the assumption that there is no such condition on or in the property or in such proximity thereto that it would cause a loss in value. No responsibility is assumed for any such conditions or for any expertise or engineering knowledge required to discover them. Furthermore, the appraiser is not an expert in the determination of jurisdictional wetlands or non jurisdictional uplands. By reason of my investigation and analysis, data contained in this report, and my experience in the real estate appraisal business, it is my opinion that the amount due the property owner, as a result of the loss of real estate resulting from the property rights and improvements (if any) which are proposed to be acquired, including all diminution in value to the remainder land and improvements (if any) which can be attributed to the use of or activity upon the proposed perpetual, non - exclusive, drainage, access, and maintenance easements (Parcel Nos. 236DAME1 and 236DAME2), as of May 22, 2013, is: WIJCOX dnnraiea/ Cand"s, Inc. Packet Page -650- 6/11/2013 11.E. Page No. 5 Prepared for and property of Collier County May 29, 2013 Board of Commissioners. Reliance upon the Harry Henderson, SRA, Review Appraiser appraisal for other uses is not warranted. PARCEL NO. 236DAME1: Value of the Land Property Rights Taken: $30,300 Value of the Improvements Taken: 0 Severance Damages: 0 Net Cost to Cure: $50.00 0 TOTAL AMOUNT DUE OWNER (PARCEL NO.236DAME1): $80,300 PARCEL NO.. 236DAME2: Value of the Land Property Rights Taken: $500 Value of the Improvements Taken: 0 Severance Damages: 0 Net Cost to Cure: 0 TOTAL AMOUNT DUE OWNER (PARCEL NO.236DAME2): 5500 TOTAL AMOUNT DUE OWNER (ALL PARCELS): $80,800 Respectfully submitted, WILCOX APPRAISAL SERVICES, INC. R. Alan Wilcox, MAI, SRA State- Certified General Real Estate Appraiser RZ 306 W11ICOX A.mi l Cnnii^°S, //1C. Packet Page -651- 6/11/2013 11.E. PROJECT NO. 51101 (LASIP) PARCEL NO. 236DAME1 FOLIO NOS. 00420400002 & 00419720007 LEGAL DESCRIPTION & SKETCH (NOT A SURVEY) A tract or parcel of land lying in the Northwest Quarter (NW 1/4) of Section 16, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel Is more particularly described as follows: Commencing at northeast corner of the Northwest (NW 1/4) of the Northwest (NW 1/4) of the Northwest (NW 1/4) of said Section 16; thence North 8924'39" West on the north line of said fraction for 30.00 feet to an Intersection with a line 30 feet west of (as measured on a perpendicular) and parallel with the east line of said fraction and to the Point of Beginning. From said Point of Beginning thence South 00'03'35" West on said parallel line for 60.00 feet to an intersection with a line 60 feet south of (as measured on a perpendicular) and parallel with the north line of said fraction; thence North 89024'39" West on said parallel line for 432.70 feet; thence South 84'30'34" West departing said parallel line for 158.70 feet to an Intersection with the east line of an Order of Taking as recorded in Official Records Book 4342, page 3969, public records of Collier County, Florida, and a point of a non - tangent curvature; thence northerly along said curve concave to the west, having a radius of 3,082.00 feet (delta 01'2638 ") (chord bearing North 07056'27" West) (chord 77.67 feet) for 77.67 feet to an intersection with the north line of said fraction; thence South 8924'39" East on Bald north line for 601.48 feet to the Point of Beginning. LESS AND EXCEPTING THEREFROM THE NORTH FORTY FEET (401 OF THE WEST ONE HALF (W %) OF THE NORTHWEST ONE QUARTER (NW' /,) OF THE NORTHWEST ONE QUARTER (NW' /) OF THE NORTHWEST ONE QUARTER (NW Y.) OF SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 EAST, COWER COUNTY, FLORIDA. Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the north line of the Northwest (NW 1/4) of the Northwest (NW 1/4) of the Northwest (NW 1/4) of said Section 16 bears South 89' 24'39" East. b � i rAx , O.R 000[ ]OD:. PAQ 502 K COMM OF K P 1/ D� KllM �K Or K w 1/t Q K "!` HA 1/4 Or K As 1/t OI RCMi K / 6 VR Mi t/ a OrGiIOU a Nni'N'7Y'R 10.00' POB 06SC. C ILE SS AND EXCEPTION PARCEL .2oowya -. 66.00 ,, xr Aal�b'68- S� 156.70 NQ8' ?� 112.70 L- 77.67' L= 77.6 7' . PACE 30 . PACE2 o R eo"c ,afT. ►A6 .w an. �aom wS. PAGE sra Coon or rrR..O ` EAST lME Or CA 90CM PACE a R X CA �6E�31f �! .!�!r IfR O K wr 1/� Or M THIS IS NOT A SURVEY i THE ABOVE DESCRIBED PARCEL CONTAINS 25.202 SQUARE FEET, MORE OR LESS. TW4 - ROW COW Count/ cvo"m MVWM -TMMPWMM 601MI 19 DOWk=t MAY 2 12013 NO/133.*osPM Packet Page -652- 6/11/2013 11.E. LEGAL DESCRIPTION PERPETUAL, NON - EXCLUSIVE DRAINAGE, ACCESS AND MAINTENANCE EASEMENT PARCEL NO.236DAMEZ LYING IN THE SOUTHWEST QUARTER (SW 1/4) OF SECTION 9, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA A tract or parcel of land lying in the Southwest Quarter (SW 1/4) of Section 9, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Beginning at the southeast corner of the Southwest Quarter (SW 1/4) of the Southwest Quarter (SW 1/4) of the Southwest Quarter (SW 1/4) of said Section 9; thence North 89 °2439" West on the south line of said fraction for 30.00 feet to an intersection with a line 30 feet west of (as measured on a perpendicular) and parallel with the east line of said fraction; thence North 00 °50'23" West on said parallel line for 10.00 feet to an intersection with a line 10 feet north of (as measured on a perpendicular) and parallel with the south line of said fraction; thence South 89 °24'39" East on said parallel line for 30.00 feet to an intersection with the east line of said fraction; thence South 00 °50'23" East on said east line for 10.00 feet to the Point of Beginning, Parcel contains 300 square feet (0.01 acres), more or less. Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the south line of the Southwest Quarter (SW 1/4) of the Southwest Quarter (SW 1/4) of the Southwest Quarter (SW 1/4) of said Section 9 bears North 89° 24'39" West. TECM - Row August 2, 2012 A116 ) 6 2o12 (Not Valid Without Sheet 2 of 2) Sheet 1 of 2 Packet Page -653- 6/11/2013 11. E. Packet Page -654- N O zW W IR It r N 10 ( U z-i m W Q Q z Q' Z "s 9 ►�N L"M J �O Wpm t7 < 4J. ° o o p) a� Q 't U U tW O In p 0 W V 0 N e7 dON N IW/1 7 m yyN�� =O(7 ..A `h O Z r F J W Q 0. rV� U U 4 1 Ugo p00. jQ ��< O 2p W O Z 10 G �pO < ymjO Kl Z:= zIn �.,� W W S W p � 0,0' VIA W � JW ZZQ K 0 3 Q Q Ir�j OV 2�� /W' ty�, V G l 1 Z Z W UK O N 2 J J O H W Z M oaom ELI U. �� "� ¢m� ¢o�D dN -j 0- •ti F+ maw 0z°d(A C O \0 N m ~ O tin o LLJ Ll�d QNW U w A� O O h \ maw o w O (n N owt Quitn O �\ 0 x 0 Nm mO�ohAt �? F- m w F0 (n F U M W °i ,$ w z 00 Q O -1 OQ��m oadn3inos 13sNns o_ o w W x Le _ 0 0 .� � U) ui N LLI) Q 0 M F'- Cr_ A� `6 W rnZ Z O .Q� of N "�U Q ; O N42y4m Z OV .Ql. Oa\ z r' NO.'S F \� O O 03 0 O x Q U) O Z '- o � � A a C) x (j) Y = O F Li W � • o < Lj w o w 0] E�- C' (A �.N o O Z w k W Z O W w Y O (n x 0 0: 0_ H W z a F- a (� O Q ? zoZW�z wa CC U- (YA 0Z� mF-OZ Cr V) Na W� rni�c�za p1° W N iEn Z o m2Ugz W °o w0 OWo wLa � v,Q Z S; � 0 w < N UJ ) �$0 n NNFZ -L,r LLJ6OY00 O UF- go 00 N W�2 O zow�Mo�� nmlwa. z W°' �F0 won w DEZ9 w F OU �y2 ��•- cV U Q O W Q0 VI D: V) QW W }Jy W - JZ3i�Ola1 y aag o <<m O xo: �, ooi �.- 6r-, N M d � HO W <� N is U �W o p;�y W� O (` ic), C%j W g z z0 U �o C" z U. WoBZ:Ot - ZtOZ Ot 6ny seq (Z3MVMCZ) 5Ap'9t -6 u0pos - zoq*;m15 900"££motOZ \B°ypii15\900- £££90tOZ \S y Packet Page -654- 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT 'PROJECT NAME: LASIP (CrewsiCope(Sandy) PARCEL NUMBER: 238DAME PARENT TRACT SIZE: 5 acres OWNER'S NAME: Building Investment Corp 3080 Sunset Blvd, Naples, FL Lax Folio: 00409080003 PURPOSE OF THE APPRAISAL: To estimate the market value of the unencumbered fee simple interest of the subject property parent tract lands and effected improvements (if any), and to estimate the compensation due the property owner (current record title holier of the fee simple interest in the property) by reason of the taking therefrom for public purposes. MARKET VALUE DEFINED: The most probable price, as of a specified date, in cash or in terms equivalent to cash, or in other precisely revealed terms, for which a property would sell after reasonable exposure in a competitive market under all conditions requisite In a fair sale, with the buyer and the seller each acting prudently, knowledgeably, and for self interest, and assuming that neither is under any undue stimulus to act. LEGAL DESCRIPTION: Parent Tract- 9 50 26 S112 of SE114 of SW114 of SW114 5 acres OR 1320 PG 1301 SEE ATTACHED LEGAL SKETCH AND DESCRIPTION FOR PARCEL TO BE ACQUIRED. PROPERTY HISTORY: The subject property last sold in June 2005 for $400,000. The subject parent tract is currently offered for sale with an sking price of $300,000 (listed since 2121/12; price is above current market levels for the area). PRESENT ZONING: A- Agricultural FUTURE LAND USE: Residential HIGHEST AND BEST USE: Based upon an analysis of the subject property and its environs (with consideration given to zoning, physical aspects of the subject property, economiclmarket trends) the maximally productive use of the subject property would be for residential development to a density as allowed by zoning. DESCRIPTION OF SUBJECT PROPERTY: The subject parent tract is located on the east side of Sunset Boulevard north of Whitaker Rd. The subject property is unimproved. (Wire fencing may be located in a portion of the take area.) DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS: The Following Sales are used to estimate the value of the subject property lands using the Sales Comparison Approach: I. 3855 Cope Lane, Naples Sale Price: $$225,000 Sale Date: 101`12 2. 2750 Sunset Blvd, Naples Sale Price: $95,000 Sale Date: 11112 3. 2826 Sunset Blvd, Naples Sale Price: $115,000 Sale Date:1111 " DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS - oale #1 is an "Estates" zoned 4.77 acre tract which is improved with a relatively modest residence (34 yrs old) and outbuilding. The Packet Page -655- 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT estimated contributory values of these improvements are $70,000. As such, the contributory value of the land component allocation comes to $155,000. The indicated underlying unit price for the land is therefore $32,5001acre (rounded). Sale #2 is an A- Agriculture zoned 4.77 acre parcel located on the east side of Sunset Boulevard in East Naples. This is an unimproved wooded tract. Its recent sale at $95,000 reflects an indicated unit price of $20,0001acre (rounded). Sale #3 is an A- Agriculture zoned 5 acre parcel located on the east side of Sunset Boulevard in East Naples. This is an unimproved wooded tract Its recent sale at $115,000 reflects an indicated unit price of $23,0001acre. In comparison with the subject, most weight is given to comp #1 which is most similar to the subject with respect to future land uselsimilar zoning and specific location within the general area. A unit price of $32,5001acre is therefore selected as most reasonable for the subject lands. Value Estimate, Parent Tract Land: 5 acres x $32,5001acre = $162,500 Proposed Taking Parcel, 238DAME: This is a permanent drainage, access and maintenance easement needed for LASIP related drainage improvements in this area. The proposed easement is 30 feet wide located along the subject parent tract's southern property line. It has a length of roughly 654 ft and a total area of 19,615 sf or .45 acres. Wire fencing may be located in a portion of the take area. The proposed drainage easement uses represent an encumbrance factor of 95% of the full fee simple interest. The easement area compensation is therefore valued as follows: $32,500Iacre x 95% x.45 acre area = $13,900 (rounded). Improvements: $1,000 allowance for any minor site improvements located within the take area. DamageslCure: No damages or associated cures result from the proposed taking parcel. The remainder lands are unaffected by this proposed easement parcel. SUMMARY OF VALUES: Parcel 238DAME TOTAL LAND VALUE ................ $13,900 TOTAL VALUE OF IMPROVEMENTS .... $1,000 Damages: $ 0 TOTAL COMPENSATION ............. $14,900 Page 2 Packet Page -656- cm V.13 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT AST PROPERTY INSPECTION DATE: i DATE OF VALUE: SIGNATURE OF APPRAISER: ! C • l �'`�� APPRAISER'S NAME: I have not previously provided appraisal services involving the subject property, . I have no past, current or contemplated future interest in the subject Property CERTIFICATE OF APPRAISAL I hereby certify that, to the best of my knowledge and betie4 .. . The statements of fact contained m this report are true and correct. The reported analysis, opinions, and conclusions are limited only by the reported assumptions and limiting conditions, and are my personal, unbiased professional analyses, opinions and conclusions. I have no present or prospective interest in the property that is the subject of this report, and I have no personal interest or bias with respect to the parties involved. My compensation (neither salary nor bonus) is not contingent upon the reporting of a predetermined value or direction in value that favors the cause of my employer, the amount of the value estimate, the attainment of a stipulated result, or the occurrence of a subsequent event. y analyses, opinions and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of .-rofessional Appraisal Practice. Acceptance and utilization of this appraisal report, or any portion thereof', constitutes acknowledgment and acceptance of all the General Assumptions and Special Conditions contained herein. I have made a personal inspection of the property which is the subject of this report. Unless specifically mentioned in the body of the report, and only to the extent mentioned, no one other than the undersigned contributed any significant assistance in developing the analyses, assumptions and conclusions contained in this report. Hang Henderson, SRA Review Appraiser Collier County, Florida RD3475 Page 3 Packet Page -657- 6/11/2013 11. E. EXHIBIT "A" Page 19 of 34 LEGAL DESCRIPTION PERPETUAL, NON - EXCLUSIVE DRAINAGE, ACCESS AND MAINTENANCE EASEMENT PARCEL NO, 238DAME LYING IN THE SOUTHWEST QUARTER (SW 1 /4) OF SECTION 9, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA A tract or parcel of land lying in the Southwest Quarter (SW 1/4) of Section 9,. Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Beginning at the southeast corner of the Southeast Quarter (SE 1/4) of the Southwest Quarter (SW 1/4) of the Southwest Quarter (SW 1/4) of said Section 9; thence North 89 °2439" West on the south line of said fraction for 65184 feet to an intersection with the west line of said fraction; thence North 00 °50'23" West on said west line for 30.01 feet to an intersection with a line 30 feet north of (as measured on a perpendicular) and parallel with the south fine of said fraction; thence South 89 °24'39" East on said parallel line for 653.84 feet to an intersection with the east line of said fraction; thence South 00 °50'09" East on said east line for 30.01 feet to the Point of Beginning,. Parcel contains 19,615 square feet (0.45 acres), more or less. Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the south line of the Southeast Quarter (SE 1/4) of the Southwest Quarter (SW 1/4) of the Southwest Quarter (SW 1/4) of said Section 9 bears North 89° 24'39" West. TECM - ROW July 2, 2012 AUG 16 2012 (Not Valid Without Sheet 2 of 2) Sheet 1 of 2 Packet Page -658- f 0 o n °N o @Qge 20 of 34 n JNW -i'D W m O C7 > m mw v0 Q W W a O oa Q Q zoa to Ch :E IV) O G in ';8VQ In ;d OW oam° aam x0 y r U O t� iO4 \ p f 0 o t WQ+ ~�� Lwa n JNW V<C4 00 00 hW N00 =stn mod. Boa gIM o W O.Q. W WWI z�3 t+�V°O id In <IXW OW U V O Q W x0 y r ^w W � � W OO O �vWv Z N NO � W � {ril 3 O N O n. O N t0 O n CO Qow r m p Z d w a- N O Z CO WO Z < m 4 � mQo r i W y Q � z vp \W w 2 , to Jw0 �� w 7 O O W j C r C9 a0 m O d COQZ J <a vam 5xw rd Wg `° J m N a°L'I ooa m ooN �Z= J W ¢Wm V0. gy�a �O 3 lj—SNn n O N 0 .. 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SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT PROJECT NAME: LASIP (CrewatCope/Sandy) Project 051101 PARCEL NUMBER: 239DAME PARENT TRACT SIZE: 4.78 acres OWNER'S NAME: Lee, Michael & Deborah 6120 Whitaker Road Naples, FL 34112 Tax Folio: 00420040006100420240000Tax Folio: PURPOSE OF THE APPRAISAL: To estimate the market value of the unencumbered fee simple interest of the subject property parent had lands and effected improvements (if any), and to estimate the compensation due the property owner (current record title holder of the fee simple interest in the property) by reason of the taking therefrom for public purposes. rt VALUE DEFINED: The most probable price, as of a speared date, in cash or in terms equivalent to cash, or in other precisely revealed which a property would sell after reasonable exposure in a competitive market under all conditions requisite to a fair sale, with the buyer and seller each acting prudently, knowledgeably, and for self interest, and assuming that neither is under any undue stimulus to act LEGAL DESCRIPTION: Parent Tract -16 50 26 E112 of NE114 of NW114 of NW114, less R1W SEE ATTACHED LEGAL SKETCH AND DESCRIPTION FOR PARCEL TO BE ACQUIRED. PROPERTY HISTORY: The subject property has not sold over the past several years and is not currently listed for sale. PRESENT ZONING: A- Agricultural I FUTURE LAND USE: Residential HIGHEST AND BEST USE: Based upon an analysis of the subject property and its environs (with consideration given to zoning, physical aspects of the subject property, economidmarket trends) the maximally productive use of the subject property would be for residential development to a density as allowed by zoning. DESCRIPTION OF SUBJECT PROPERTY: The subject parent tract is located on the north side of Whitaker Road. It is improved and utilized as a single family home. Minor outbuilding structures and site improvements were also noted. None of these improvements are located in the proposed take area and are not otherwise impacted by the taking parcel or project. DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS: The Following Sales are used to estimate the value of the subject property lands using the Sales Comparison Approach: 1. 3855 Cope Lane, Naples Sale Price: $$225,000 Sale Date: 10112 2. 2750 Sunset Blvd, Naples Sale Price: $95,000 Sale Date:11h2 3. 2826 Sunset Blvd, Naples Sale Price: $115,000 Sale Date:1111 DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS Sale #1 is an "Estates" zoned 477 acre tract which is improved with a relatively modest residence (34 yn; old) and outbuilding. The Packet Page -660- 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT NUmated contributory values of these improvements are $70,000. As such, the contributory value of the land component allocation comes to $155,000. The indicated underlying unit price for the land is therefore $32,5001acre (rounded). Sale #2 is an A- Agriculture zoned 4.77 acre parcel located on the east side of Sunset Boulevard in East Naples. This is an unimproved wooded tract Its recent sale at $95,000 reflects an indicated unit price of $20,000/acre (rounded). Sale #3 is an A- Agriculture zoned 5 acre parcel located on the east side of Sunset Boulevard in East Naples. This is an unimproved wooded tract Its recent sale at $115,000 reflects an indicated unit price of $23,0001acre. In comparison with the subject, most weight is given to comp #1 which is most similar to the subject with respect to future land uselsimilar zoning and specific location within the general area. A unit price of $3Z500/acre is therefore selected as most reasonable for the subject lands. Value Estimate, Parent Tract Land: 4.78 acres x $32,5001acre = $155,500 Proposed Taking Parcel, 239DAME: This is a permanent drainage, access and maintenance easement needed for LASIP related drainage improvements in this area. The proposed easement is 30 feet wide and located along the north boundary of the parent tract lands. The proposed parcel runs for approximately 330 feet and has a total area of 9,900 sf or .23 acres. Wire fencing may be located in a portion of the take area. The proposed drainage easement uses represent an encumbrance factor of 95% of the full fee simple interest The easement area compensation is therefore valued as follows: A2,5001acre x 95% x.23 acre area = $7,100 (rounded). Improvements: $1,000 allowance for any minor site improvements located within the take area. DamageslCure: No damages or associated cures result from the proposed taking parcel. The remainder lands are unaffected by this proposed easement parcel. SUMMARY OF VALUES: Parcel 239DAME TOTAL LAND VALUE ................ $ 7,100 TOTAL VALUE OF IMPROVEMENTS .... $1,000 Damages: $ 0 TOTAL COMPENSATION ............. $ 8,100 Page 2 Packet Page -661- 6/11/2013 11.E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT LAST PROPERTY INSPECTION DATE: ! DATE OF VALUE: SIGNATURE OF APPRAISER: /h ( . /,—,— APPRAISER'S NAME: I have not previously provided appraisal services involving the subject property. I have no past, current or contemplated future interest in the subject property. CERTIFICATE OF APPRAISAL I hereby certify that, to the best of my knowledge and belief, .. . The statements of fact contained in this report are true and correct. The reported analysis, opinions, and conclusions are limited only by the reported assumptions and limiting conditions, and are my personal, unbiased professional analyses, opinions and conclusions. I have no present or prospective interest in the property that is the subject of this report, and I have no personal interest or bias with respect to the parties involved. My compensation (neither salary nor bonus) is not contingent upon the reporting of a predetermined value or direction in value that favors the cause of my employer, the amount of the value estimate, the attainment of a stipulated result, or the occurrence of a subsequent event. My analyses, opinions and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice. Acceptance and utilization of this appraisal report, or any portion thereof; constitutes acknowledgment and acceptance of all the General Assumptions and Special Conditions contained herein. I have made a personal inspection of the property which is the subject of this report. Unless specifically mentioned in the body of the report, and only to the extent mentioned, no one other than the undersigned contributed any significant assistance in developing the analyses, assumptions and conclusions contained in this report. Harry Henderson, SRA Review Appraiser Collier County, Florida RD3475 Page 3 Packet Page -662- 6/11/2013 11. E. PROJECT NO. 51101 (LASIP) PARCEL NO. 239DAME FOLIO NOS. 00420040006 & 00420240000 LEGAL DESCRIPTION & SKETCH (NOT A SURVE)q THE NORTH 30 FEET OF THE WEST ONE HALF (W %) OF THE EAST ONE HALF (E %) OF THE NORTHEAST ONE QUARTER (NE %) OF THE NORTHWEST ONE QUARTER (NW Y.) OF THE NORTHWEST ONE QUARTER (NW Y4) OF SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 EAST, ALONG WITH THE NORTH 30 FEET OF THE EAST ONE HALF (E i4) OF THE EAST ONE HALF (E %) OF THE NORTHEAST ONE QUARTER (NE %) OF THE NORTHWEST ONE QUARTER (NW Y.) OF THE NORTHWEST ONE QUARTER (NW Y.) OF SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. (CONTAINING 9,900 SQ. FT., MORE OR LESS) 30 FEET FOLIO NO. FOLIO NO. 00420040006 00420240000 OR 1628 / PG 1170 OR 1657 / PG 966 METC iNOTTOSME Cofer C MtY GMt MenVMeM DMebn -Tra %PmWbW &Vmwg Depm*NM Packet Page -663- 121 TECM - ROW MAY 222M 0521113 493 PM 6/11/2013 11.E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT PURPOSE OF THE APPRAISAL: To estimate the market value of the unencumbered fee simple interest of the subject property parent tract lands and effected improvements (t any), and to estimate the compensation due the property owner (current record titre holler of the fee simple interest in the property) by reason of the taking therefrom for public purposes. MARKET VALUE DEFINED: The most probable price, as of a specified date, in cash or in term equivalent to cash, or in other precisely revealed terms, for which a property would sell after reasonable exposure in a competitive market under all conditions requisite to a fair sale, with the buyer and the seller each acting prudently, knowledgeably, and for self interest, and assuming that neither is under any undue stimulus to act. LEGAL DESCRIPTION: Parent Tract- 9 50 26 S112 of SW114 of SE114 of SW114 less 30Ft 4.77 ac SEE ATTACHED LEGAL SKETCH AND DESCRIPTION FOR PARCEL TO BE ACQUIRED. PROPERTY HISTORY: The subject property last sold in September 2008 for $330,000. The subject has not been listed for sale since that time. PRESENT ZONING: A- Agricultural I FUTURE LAND USE: Residential HIGHEST AND BEST USE: Based upon an analysis of the subject property and its environs (with consideration given to zoning, physical aspects of the subject property, economiclmarket trends) the maximally productive use of the subject property would be for residential development to a density as allowed by zoning. DESCRIPTION OF SUBJECT PROPERTY: The subject parent tract is located on the east side of Sandy Lane near Polly Avenue- The subject property is unimproved. (Wire fencing may be located in a portion of the take area.) DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS: The Following Sales are used to estimate the value of the subject property lands using the Sales Comparison Approach: 1. 3855 Cope Lane, Naples Sale Price: $$225,000 Sale Date: 10112 2. 2750 Sunset Blvd, Naples Sale Price: $95,000 Sale Date :11112 3. 2826 Sunset Blvd, Naples Sale Price: $l15,000 Sale DateAtil DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS Sale #1 is an "Estates" zoned 4.77 acre had which is improved with a relatively modest residence (34 yrs old) and outbuilding. The estimated contributory values of these improvements are $70,000. As such, the contributory value of the land componerr allocation Packet Page -664- PARCEL NUMBER: 240DAME PROJECT NAME: LASIP (CrewslCopelSandy) PARENT TRACT SIZE: 4.77 acres EIS Sandy Lane, Naples, FL Tax Folio: 00407680007 OWNER'S NAME: Blanco, M & C PURPOSE OF THE APPRAISAL: To estimate the market value of the unencumbered fee simple interest of the subject property parent tract lands and effected improvements (t any), and to estimate the compensation due the property owner (current record titre holler of the fee simple interest in the property) by reason of the taking therefrom for public purposes. MARKET VALUE DEFINED: The most probable price, as of a specified date, in cash or in term equivalent to cash, or in other precisely revealed terms, for which a property would sell after reasonable exposure in a competitive market under all conditions requisite to a fair sale, with the buyer and the seller each acting prudently, knowledgeably, and for self interest, and assuming that neither is under any undue stimulus to act. LEGAL DESCRIPTION: Parent Tract- 9 50 26 S112 of SW114 of SE114 of SW114 less 30Ft 4.77 ac SEE ATTACHED LEGAL SKETCH AND DESCRIPTION FOR PARCEL TO BE ACQUIRED. PROPERTY HISTORY: The subject property last sold in September 2008 for $330,000. The subject has not been listed for sale since that time. PRESENT ZONING: A- Agricultural I FUTURE LAND USE: Residential HIGHEST AND BEST USE: Based upon an analysis of the subject property and its environs (with consideration given to zoning, physical aspects of the subject property, economiclmarket trends) the maximally productive use of the subject property would be for residential development to a density as allowed by zoning. DESCRIPTION OF SUBJECT PROPERTY: The subject parent tract is located on the east side of Sandy Lane near Polly Avenue- The subject property is unimproved. (Wire fencing may be located in a portion of the take area.) DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS: The Following Sales are used to estimate the value of the subject property lands using the Sales Comparison Approach: 1. 3855 Cope Lane, Naples Sale Price: $$225,000 Sale Date: 10112 2. 2750 Sunset Blvd, Naples Sale Price: $95,000 Sale Date :11112 3. 2826 Sunset Blvd, Naples Sale Price: $l15,000 Sale DateAtil DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS Sale #1 is an "Estates" zoned 4.77 acre had which is improved with a relatively modest residence (34 yrs old) and outbuilding. The estimated contributory values of these improvements are $70,000. As such, the contributory value of the land componerr allocation Packet Page -664- 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT .omes to $155,000. The indicated underlying unit price for the land is therefore $32,5001ac re (rounded). Sale 92 is an A- Agriculture zoned 4.77 acre parcel located on the east side of Sunset Boulevard in East Naples. This is an unimproved wooded tract Its recent sale at $95,000 reflects an indicated unit price of $20,0001acre (rounded). Sale #3 is an A- Agriculture zoned 5 acre parcel located on the east side of Sunset Boulevard in East Naples. This is an unimproved wooded tract its recent sale at $115,000 reflects an indicated unit price of $23,0001acre. In comparison with the subject, most weight is given to comp #1 which is most similar to the subject with respect to future land uselsimilar zoning and specific location within the general area. A unit price of $32,5001acre is therefore selected as most reasonable for the subject lands. Value Estimate, Parent Tract Land: 4.77 acres x $32,5001acre = $155,000 Proposed Taking Parcel, 240DAME: This is a permanent drainage, access and maintenance easement needed for LASIP related drainage improvements in this area. The proposed easement is mostly 30 feet wide located along the south boundary of the parent tract lands with a jog -out close to the Sandy Lane portion of the site. The proposed parcel runs for approximately 654 feet and has a total area of 188,893 sf or .43 acres. Wire fencing may be located in a portion of the take area. The proposed drainage easement uses represent an encumbrance factor of 95% of the full The simple interest. The easement area compensation is therefore valued as follows: 532,5001acre x 95% x.43 acre area = $13,300 (rounded). Improvements: $1,000 allowance for any minor site improvements located within the take area. Damages/Cure: No damages or associated cure; result from the proposed taking parcel. The remainder lands are unaffected by this proposed easement parcel. SUMMARY OF VALUES: Parcel 238DAME TOTAL LAND VALUE ................ $13,300 TOTAL VALUE OF IMPROVEMENTS .... $1,000 Damages: $ 0 TOTAL COMPENSATION ............. $14,300 Page 2 Packet Page -665- 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT LAST PROPERTY INSPECTION DATE: DATE OF VALUE: lSIGNATURE OF APPRAISER: APPRAISER'S NAME: I have not previously provided appraisal services involving the subject property. I have no past, current or contemplated future interest in the subject Property. CERTIFICATE OF APPRAISAL I hereby certify that, to the best of my knowledge and belief, .. . The statements of fact contained in this report are true and correct. The reported analysis, opinions, and conclusions are limited only by the reported assumptions and limiting conditions, and are my personal, unbiased professional analyses, opinions and conclusions. I have no present or prospective interest in the property that is the subject of this report, and I have no personal interest or bias with respect to the parties involved. My compensation (neither salary nor bonus) is not contingent upon the reporting of a predetermined value or direction in value that favors the cause of my employer, the amount of the value estimate, the attainment of a stipulated result, or the occurrence of a subsequent event. My analyses, opinions and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of M. Professional Appraisal Practice. Acceptance and utilization of this appraisal report, or any portion thereof; constitutes acknowledgment and acceptance of all the General Assumptions and Special Conditions contained herein. I have made a personal inspection of the property which is the subject of this report. Unless specifically mentioned in the body of the report, and only to the extent mentioned, no one other than the undersigned contributed any significant assistance in developing the analyses, assumptions and conclusions contained in this report. k(. / LL Harry Henderson, SRA Review Appraiser Collier County, Florida RD3475 Page 3 Packet Page -666- 6/11/2013 11.E. PROJECT NO. 51101 (LASIP) PARCEL NO. 240DAME FOLIO NO. LEGAL DESCRIPTION & SKETCH (NOT A SURVE'o A tract or parcel of land lying in the Southwest Quarter (SW 1/4) of Section 9, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more parwWarly described as follows: Beginning at the southeast comer of the Southwest Quarter (SW 1/4) of the Southeast Quarter (SE 1/4) of the Southwest Quarter (SW 1/4) of said Section 9; thence North 89'2439" West on the south One of said fraction for 653.84 feet to an Intersection with the west line of said fraction; thence North 00'50109" West on said west line for 30.01 feet to an intersection with a line 30 feet north of (as measured on a perpendicular) and parallel with the south One of said fraction; thence South 89'2439" East on said parallel One for 618.54 feet; thence North 00'35'21" East departing said paraW line for 36.55 feet; thence South 89'24'39" East for 34.39 feet to an intersection with the east line of said fraction; thence South OD049'55" East on said east line for 66.57 feet to the Point of Beginning_ Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the south One of the Southwest Quarter (SW 1/4) of the Southeast Quarter (SE 1/4) of the Southwest Quarter (SW 114) of said Section 9 bears North 89' 24' 39" West. LESS AND EXCEPT THE EAST 30 FEET THEREFROM PARCEL CONTAW taJW SMA% FEET 10.43 ACRES), MORE OR LESS ' EXCEPTION ft wm 11['1 IK Or K St t/� rY ►I/I.L p OaN14im7 T,-. !r 1/i V- a �� 0 ea. m 4^ rba M 1/4 ( mm I PARCEL SOY'Y� 7i`t M.�O' XW'ffiYl R ]L". NOO'3O'B►'I S&01. �'�' A71Y'LY OW.Ii salty M W a nc w M. PQ,(.Y AVENIE nrSINr W AE roe AWMOWa IN ".A w V. OF QWNW• i aWi,,,{►M ow Va a=CW1■ N 90CH NOT TO SCALE COW Cowiry GM*1h MmnagWW UWWM . TroepmOM Enome ft DeprrneiR Packet Page -667- TECM - ROW WAY 20W 06=3 3:37 PM 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT PROJECT NAME: LASIP (CrewslCopelSandy) PARCEL NUMBER: 241DAME PARENT TRACT SIZE: 4.77 acres OWNER'S NAME: Eby, D & K 6150 Whitaker Rd, Naples, FL Tax Folio: 00421800009 PURPOSE OF THE APPRAISAL: To estimate the market value of the unencumbered fee simple interest of the subject property parent tract lands and effected improvements (if any), and to estimate the compensation due the property owner (current record tine holder of the fee simple interest in the property) by reason of the taking therefrom for public purposes. MARKET VALUE DEFINED: The most probable price, as of a specified date, in cash or in terms equivalent to cash, or in other precisely revealed terms, for which a property would sell after reasonable exposure in a competitive market under all conditions requisite to a fair sale, with the buyer and the seller each acting prudently, knowledgeably, and for self interest, and assuming that neither is under any undue stimulus to act LEGAL DESCRIPTION: Parent Tract. 16 50 26 W112 of NW114 of NE114 of NW114, less ROW SEE ATTACHED LEGAL SKETCH AND DESCRIPTION FOR PARCEL TO BE ACQUIRED. PROPERTY HISTORY: The subject property has not sold over the last 15 yrs. PRESENT ZONING: A- Agricultural I FUTURE LAND USE: Residential HIGHEST AND BEST USE: Based upon an analysis of the subject property and its environs (with consideration given to zoning, physical aspects of the subject property, economidmarket trends) the maximally productive use of the subject property would be for residential development to a density as allowed by zoning. DESCRIPTION OF SUBJECT PROPERTY: The subject parent tract property is a located on the north side of Whitaker Road west of Polly Avenue. The property is improved with a single- family home and associated site improvements. Building improvements are not impacted by the proposed easement parcel and are not considered further in this appraisal. DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS: The Following Sales are used to estimate the value of the subject property lands using the Sales Comparison Approach: 1. 3855 Cope Lane, Naples Sale Price: $5225,000 Sale Date:10112 2. 2750 Sunset Blvd, Naples Sale Price: $95,000 Sale Date:11112 3. 2826 Sunset Blvd, Naples Sale Price: 5115,000 Sale Date:1111 DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS Sale #1 is an "Estates" zoned 4.77 acre tract which is improved with ,a relatively modest residence (34 yrs old) and outbuilding. The Packet Page -668- 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT estimated contributory values of these improvements are $70,000. As such, the contributory value of the land component allocation rnmm to 11 ri5 W Tho indiriied sandndvinn .anh —A0 C— Na.. t--A t.. M9 CMI -- -. - - -' """- •"�' -�'� .... ... )...a ...... r.uw •v. - wna, w Y•m manta ♦V�.,WNW,ri 11vugn16ul. Sale #2 is an A- Agriculture zoned 4.77 acre parcel located on the east side of Sunset Boulevard in East Naples. This is an unimproved wooded tract Its recent sale at $95,000 reflects an indicated unit price of $20,000/acre (rounded). Sale #3 is an A- Agriculture zoned 5 acre parcel located on the east side of Sunset Boulevard in East Naples. This is an unimproved wooded tract. Its recent sale at $115,000 reflects an indicated unit price of $23,0001acre. In comparison with the subject, most weight is given to comp #1 which is most similar to the subject with respect to future land uselsimilar zoning and specific location within the general area. A unit price of $32,5001acre is therefore selected as most reasonable for the subject lands. Value Estimate, Parent Tract Land: 4.77 acres x $32,500/acre = $155,000 (rounded) Proposed Taking Parcel, 241 DAME: This is a permanent drainage, access and maintenance easement needed for LASIP related drainage improvements in this area. The proposed easement is 30 feet wide located along the northerly boundary of the subject property. It has a length of roughly 327 ft and a total area of 9810 of or .23 acres. A portion of wire fencing may be looted within the take area. The proposed drainage easement uses represent an encumbrance factor of 95% of the full fee simple interest The easement area compensation is therefore valued as follows: 432,5001acre x 95% x .23 acre area = $7,100. k ements: $1,000 allowance for any site improvements located in the take. eslCure: No damages or associated cures result from the proposed taking panes. SUMMARY OF VALUES: Parcel 227DAME TOTAL LAND VALUE ................ $ 7,100 TOTAL VALUE OF IMPROVEMENTS .... $1,000 Damages: $ 0 TOTAL COMPENSATION ............. $ 8,100 Page 2 Packet Page -669- 6/11/2013 11. E. SNORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT LAST PROPERTY INSPECTION DATE: 1 DATE OF VALUE: SIGNATURE OF APPRAISER: (� ( ' t L' APPRAISER'S NAME: I have not previously provided appraisal services involving the subject property. I have no past, current or contemplated future interest in the subject Property CERTIFICATE OF APPRAISAL I hereby certify that, to the best of my knowledge and belief,... The statements of fact contained in this report are true and correct. The reported analysis, opinions, and conclusions are limited only by the reported assumptions and limiting conditions, and are my personal, unbiased professional analyses, opinions and conclusions. I have no present or prospective interest in the property that is the subject of this report, and I have no personal interest or bias with respect to the parties involved. My compensation (neither salary nor bonus) is not contingent upon the reporting of a predetermined value or direction in value that favors the cause of my employer, the amount of the value estimate, the attainment of a stipulated result, or the occurrence of a subsequent event. My analyses, opinions and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice. Acceptance and utilization of this appraisal report, or any portion thereof, constitutes acknowledgment and acceptance of all the General Assumptions and Special Conditions contained herein. I have made a personal inspection of the property which is the subject of this report. Unless specifically mentioned in the body of the report, and only to the extent mentioned, no one other than the undersigned contributed any significant assistance in developing the analyses, assumptions and conclusions contained in this report. A, Harry Henderson, SRA Review Appraiser Collier County, Florida RD3475 Page 3 Packet Page -670- EXHIBIT "A" Page 25 of 34 6/11/2013 11. E. LEGAL DESCRIPTION PERPETUAL, NON - EXCLUSIVE DRAINAGE, ACCESS AND MAINTENANCE EASEMENT PARCEL NO.241DAME LYING IN THE NORTHWEST QUARTER (NW 1/4) OF SECTION 16, TOWNSHIP SO SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA A tract or parcel of land lying in the Northwest Quarter (NW 114) of Section 16, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Beginning at the northwest corner of the West Half (W 1/2) of the Northwest Quarter (NW 1/4) of the Northeast Quarter (NE 1/4) of the Northwest Quarter (NW 1/4) of said Section 16; thence South 89 °24'39" East on the north line of said fraction for 326.99 feet to an intersection with the east line of said fraction; thence South 00 006'20" East on said east line for 30.,00 feet to an intersection with a line 30 feet south 'of (as measured on a perpendicular) and parallel with the north line of said fraction; thence North 89 024'39" West on said parallel line for 327.02 feet to an intersection with the west line of said fraction; thence North 00 003'06" West on said west line for 30.00 feet to the Point of Beginning. Parcel contains 9,810 square feet (0.,23 acres), more or less. Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the north line of the West Half (W 1/2) of the Northwest Quarter (NW 1/4) of the Northeast Quarter (NE 1/4) of the Northwest Quarter (NW 1/4) of said Section 16 bears South 89° 24'39" East, TECM - ROW July 2, 2012 AUG 16 2012 (Not Valid Without Sheet 2 of 2) Sheet 1 of 2 Packet Page -671- n O ° .! U 7,0 N mnO 04 J re -d, °n �zv 'EWY W G m a a =XZ Oip Ua0 \^ Z W uj In W v 2 \ 1- W N o z O W V. = to �w O f " Z 0 W \ W W U Z J Z. W�ZOO ow Ltd v 4zzz 0 O N ID O n °vow �o O Q Wo° in VZN ?JY W O z m m a13� mx t-- O O c aw m 0 d `7 e 01 U. O to \z O z Li r0 O � \; -Z ; W W x �r O0 Q z^ En=i /- WW H Page 26 of 34 U °pro n :) do boa 0 Za ZCno mft �m a 4 X � mad CD orn oW W�6 z O °'a W x O Ch z z U O Zm0 O<M iL x0: a0 w�rn J C4 LJ O <C4< W c aa. 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O uj F a O F 3 a� `y? z woS£bL - ZLOZ Ot 6ny Sao (3WVOL*Z) 6Mp'9' 00-££ £80tOz\- 4310)1S\900- £££SOtOZ\=S - -- .. Packet Page -672- O Q� � r a C o 0OA zM eMe�� H to UM�mik ui auaraJ 00O ^��% OI W M T N N �N� OJZv naaao�m N Z a W N N a Z H/ W W H W U �t2g x ..i Azov N W o z x�= *OFfo V .a�z (wj z o Z8 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT 'ROJECT NAME: LASIP (Crews1CopdSandy) PARCEL NUMBER: 248DAME PARENT TRACT SIZE: 110 acres OWNER'S NAME: Troedel, M. 3150 Polly Avenue, Naples, FL Tax Folio: 00420560007 PURPOSE OF THE APPRAISAL: To estimate the market value of the unencumbered fee simple interest of the subject property parent tract lands and effected improvements (if any), and to estimate the compensation due the property owner (current record title holier of the fee simple interest in the property) by reason of the taking therefrom for public purposes. MARKET VALUE DEFINED: The most probable price, as of a specified date, in rash or in terms equivalent to cash, or in other precisely revealed terms, for which a property would sell after reasonable exposure in a competitive market under all conditions requisite to a fair sale, with the buyer and the seller each acting prudently, knowledgeably, and for self interest, and assuming that neither is under any undue stimulus to act LEGAL DESCRIPTION: Parent Tract -16 50 26 N112 of NE114 of NE114 of NW114, less RW & N 165ft of E 180111.7 acres OR 1750 PG 806 SEE ATTACHED LEGAL SKETCH AND DESCRIPTION FOR PARCEL TO BE ACQUIRED. PROPERTY HISTORY: The subject property has not sold over the past 10 years. PRESENT ZONING: A- Agricultural I FUTURE LAND USE: Residential HIGHEST AND BEST USE: Based upon an analysis of the subject property and its environs (with consideration given to zoning, physical aspects of time subject properly, economidmarket trends) the maximally productive use of time subject property would be for residential development (as currently improved). DESCRIPTION OF SUBJECT PROPERTY: The subject parent had is a residential homesite (non-conforming lot of record as to size) located on the south side of Polly Avenue, close to Sandy Lane) in East Naples. The property is improved with a single -family dwelling and associated site improvements. The building improvements are unaffected by the proposed easement or project improvements (buried pipe with surface swale). Therefore, only land and affected site improvements are considered in this analysis DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS: The Following Sales are used to estimate the value of the subject property lands using the Sales Comparison Approach: 1. 3855 Cope Lane, Naples Sale Price: $5225,000 Sale Date:10112 2. 2750 Sunset Blvd, Naples Sale Price: $95,000 Sale Date:11112 3. 2826 Sunset Blvd, Naples Sale Price: $115,000 Safe Date:1111 DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS Sale #1 is an "Estates" zoned 4.77 acre tract which is !Tpmed with a relatively modest residence 34 yrs old and outbuildi . The Packet Page -673- 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT estimated contributory values of these improvements are $70,000. As such, the contributory value of the land component allocation comes to $155,000. The indicated underlying unit price for the land is therefore $ 32,5001acre (rounded). Sale #2 is an A- Agriculture zoned 4.77 acre parcel located on the east side of Sunset Boulevard in East Naples. This is an unimproved wooded tract Its recent sale at $95,000 reflects an indicated unit price of $20,0001acre (rounded). Sale #3 is an A- Agriculture zoned 5 acre parcel located on the east side of Sunset Boulevard in East Naples. This is an unimproved wooded tract Its recent sale at $115,000 reflects an indicated unit price of $23,0001acre. In comparison with the subject, most weight is given to comp #1 which is most similar to the subject with respect to future land usetzoning and specific location within the general area. Size Factor consideration is also given (whereby due to economies of scale, larger lots tend to sell for lower unitlpdm when compared to their smaller counterparts). An above range unit price of $40,0001acre is therefore selected as most reasonable for the subject lands (relatively small lot for the area). Value Estimate, Parent Tract Land: 1.70 acres x $40,0001acre = $88,000. Proposed Taking Parcel, 248DAME: This is a permanent drainage, access and maintenance easement needed for LASIP related drainage improvements in this area buried pipe). The easement is 40 feet wide located the subject ropw y's Polly Avenue P ( R Pe) P a�9 bJ P IY frontage. It has a length of roughly 147 ft and a total area of 5,877 sf or .13 acres. Minor site improvements in the take area include a portion of gravel driveway and wire fencing. The proposed drainage easement uses represent an encumbrance factor of 95% of the full fee simple interest. The easement area compensation is therefore valued as follows: $40,0001acre x 95% x .13 acre area = $4,950 (rounded). Improvements: $1,000 allowance for driveway material and fencing in proposed easement area Damages/Cure: No damages or associated cures result from the proposed taking parcel. The subject driveway and culvert will be re- established by the contractor as part of the project SUMMARY OF VALUES: Parcel 248DAME TOTAL LAND VALUE ................ $ 4,950 TOTAL VALUE OF IMPROVEMENTS .... $ 1,000 Damages: $ 0 TOTAL COMPENSATION ............. $ 5,950 Page 2 Packet Page -674- 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT PROPERTY INSPECTION DATE: I DATE OF VALUE: SIGNATURE OF APPRAISER: l� -- �--- -- APPRAISER'S NAME: I have not previously provided appraisal services involving the subject property. I have no past, current or contemplated future interest in the subject property. CERTIFICATE OF APPRAISAL I hereby certify that, to the best of my knowledge and belief, .. . The statements of fact contained in this report are true and correct. The reported analysis, opinions, and conclusions are limited only by the reported assumptions and limiting conditions, and are my personal, unbiased professional analyses, opinions and conclusions. I have no present or prospective interest in the property that is the subject of this report, and I have no personal interest or bias with respect to the parties involved. My compensation (neither salary nor bonus) is not contingent upon the reporting of a predetermined value or direction in value that favors the cause of my employer, the amount of the value estimate, the attainment of a stipulated result, or the occurrence of a subsequent event. wly analyses, opinions and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice. Acceptance and utilization of this appraisal report, or any portion thereof; constitutes acknowledgment and acceptance of all the General Assumptions and Special Conditions contained herein. I have made a personal inspection of the property which is the subject of this report. Unless specifically mentioned in the body of the report, and only to the extent mentioned, no one other than the undersigned contributed any significant assistance in developing the analyses, assumptions and conclusions contained in this report. Harry Henderson, SRA Review Appraiser Collier County, Florida RD3475 Page 3 Packet Page -675- EXHIBIT "A" Page 27 of 34 6/11/2013 11.E. LEGAL DESCRIPTION PERPETUAL, NON - EXCLUSIVE DRAINAGE, ACCESS AND MAINTENANCE EASEMENT PARCEL NO.248DAME LYING IN THE NORTHWEST QUARTER (NW 1/4) OF SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA A tract or parcel of land lying in the Northwest Quarter (NW 1/4) of Section 16, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Beginning at the northwest corner of the East Half (E 1/2) of the Northeast Quarter (NE 1/4) of the Northeast Quarter (NE 1 /4) of the Northwest Quarter (NW 1/4) of said Section 16; thence South 89 °24'39" East on the north line of said fraction for 146.90 feet to an intersection with a line 180 feet west of (as measured on a perpendicular) and parallel with the east line of said fraction; thence South 00 °1635" East on said parallel line for 40.00 feet to an intersection with a line 40 feet south of (as measured on a perpendicular) and parallel with the north line of said fraction; thence North 89 °24'39" West on said parallel line for 146.94 feet to an intersection with the west line of said fraction; thence North 00 °13'13" West on said west line for 40.00 feet to the Point of Beginning.. Parcel contains 5,877 square feet (0.13 acres), more or less.. Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the north line of the East Half (E 1/2) of the Northeast Quarter (NE 1/4) of the Northeast Quarter (NE 1/4) of the Northwest Quarter (NW 1/4) of said Section 16 bears South 89 °24'39" East.. 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SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT PROJECT NAME: LASIP (CrewslCope/Sandy) PARCEL NUMBER. 250DAME PARENT TRACT SIZE: .57 acres OWNER'S NAME: Poole, J & M Address: 3100 Polly Avenue, Naples, Florida 34112 Tax Folio: 00420600006 PURPOSE OF THE APPRAISAL: To estimate the market value of the unencumbered fee simple interest of the subject property parent tract lands and effected improvements (if any), and to estimate the compensation due the property owner (current record title holder of the fee simple interest in the property) by reason of the taking therefrom for public purposes. MARKET VALUE DEFINED: The most probable price, as of a specified date, in crash or in term equivalent to cash, or in other precisely revealed terms, for which a property would sell after reasonable exposure in a competitive market under all conditions requisite to a fair sale, with the buyer and the seller each acting prudently, knowledgeably, and for self interest, and assuming that neither is under any undue stimulus to act LEGAL DESCRIPTION: Parent Tract -16 50 26 Beg NE Cnr of NE114 of NE114 of NE114 of NW114, S 165ft, W 180ft, N 165ft, E 180ft to POB, less RIW .57 acres. SEE ATTACHED LEGAL SKETCH AND DESCRIPTION FOR PARCEL TO BE ACQUIRED. PROPERTY HISTORY: The subject property has not sold over the past 10 years. PRESENT ZONING: A- Agricultural V FUTURE LAND USE: Residential HIGHEST AND BEST USE: Based upon an analysis of the subject property and its environs (with consideration given to zoning, physical aspects of the subject property, economiclmarket trends) the maximally productive use of the subject property would be for residential development (as currently improved). DESCRIPTION OF SUBJECT PROPERTY: The subject parent tract is a residential homesite (non - conforming lot of record as to sae) located on the south side of Polly Avenue, close to Sandy Lane) in East Naples. The property is improved with a single - family dwelling and associated site improvements. The building improvements are unaffected by the proposed easement or project improvements (buried pipe with surface swale). Therefore, only land and affected site improvements are considered in this analysis. The lot size is .57 acres. DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS: The Following Sales are used to estimate the value of the subject property lands using the Sales Comparison Approach: 1. 3855 Cope Lane, Naples Sale Price: $$225,000 Sale Date: 10/12 2. 2750 Sunset Blvd, Naples Sale Price: $95,000 Sale Date:11112 3. 2826 Sunset Blvd, Naples Sale Price: $115,000 Sale Date:1111 DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS Packet Page -678- 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT ,ale #1 is an "Estates" zoned 4.77 acre tract which is improved with a relatively modest residence (34 yrs old) and outbuilding. The "'estimated contributory values of these improvements are $70,000. As such, the contributory value of the land component allocation comes to $155,000. The indicated underlying unit price for the land is therefore $32,5001acre (rounded). Sale #2 is an A- Agriculture zoned 4.77 acre parcel located on the east side of Sunset Boulevard in East Naples. This is an unimproved wooded tract Its recent sale at $95,000 reflects an indicated unit price of $20,000facre (rounded). Sale #3 is an A- Agriculture zoned 5 acre parcel located on the east side of Sunset Boulevard in East Naples. This is an unimproved wooded tract. Its recent sale at $115,000 reflects an indicated unit price of $23,000/acre. In comparison with the subject, most weight is given to comp #1 which is most similar to the subject with respect to zoning and specific location within the general area. Sae Factor consideration is also given (whereby due to economies of scale, larger lots tend to sell for lower unitlprices when compared to their smaller counterparts). An above range unit price of $42,0001acre is therefore selected as most reasonable for the subject lands (relatively small lot for the area). Value Estimate, Parent Tract Land: .57 acres x $42,000facre = $24,000 (rounded). Pro posed Taking Parcel, 250DAME: This is a permanent drainage, access and maintenance easement needed for LASIP related drainage improvements in this area (buried pipe). The proposed easement is 30 feet wide (flaring out to 50 feet on the east end) located along the subject property's Polly Avenue frontage. It has a length of roughly 150 ft and a total area of 4,735 sf or .11 acres. Minor site improvements in the take area include a portion of gravel driveway and wire fencing. The proposed drainage easement uses represent an encumbrance factor of 95% of the full fee simple interest. The easement area ompensation is therefore valued as follows: $42,0001acre x 95% x .11 acre area = $4,390 (rounded). Improvements: $1,000 allowance for driveway material and fencing in proposed easement area Damages/Cure: No damages or associated cures result from the proposed taking parcel. The subject driveway and culvert will be re- established by the contractor as part of the project. SUMMARY OF VALUES: Parcel 250DAME TOTAL LAND VALUE ................ $ 4,390 TOTAL VALUE OF IMPROVEMENTS .... $1,000 Damages: $ 0 TOTAL COMPENSATION ............. $ 5,390 Page 2 Packet Page -679- 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT LAST PROPERTY INSPECTION DATE: DATE OF VALUE: SIGNATURE OF APPRAISER: APPRAISER'S NAME: I have not previously provided appraisal services involving the subject property. I have no past, current or contemplated future interest in the subject Property CERTIFICATE OF APPRAISAL I hereby certify that, to the best of my knowledge and belief, .. . The statements of fact contained in this report are true and correct. The reported analysis, opinions, and conclusions are limited only by the reported assumptions and limiting conditions, and are my personal, unbiased professional analyses, opinions and conclusions. I have no present or prospective interest in the property that is the subject of this report, and I have no personal interest or bias with respect to the parties involved. My compensation (neither salary nor bonus) is not contingent upon the reporting of a predetermined value or direction in value that favors the cause of my employer, the amount of the value estimate, the attainment of a stipulated result, or the occurrence of a subsequent event. My analyses, opinions and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice. Acceptance and utilization of this appraisal report, or any portion thereof, constitutes acknowledgment and acceptance of all the General Assumptions and Special Conditions contained herein. I have made a personal inspection of the property which is the subject of this report. Unless specifically mentioned in the body of the report, and only to the extent mentioned, no one other than the undersigned contributed any significant assistance in developing the analyses, assumptions and conclusions contained in this report. � Harry Henderson, SRA Review Appraiser Collier County, Florida RD3475 Page 3 Packet Page -680- EXHIBIT Page 29 of 34 6/11/2013 11. E. LEGAL DESCRIPTION PERPETUAL, NON - EXCLUSIVE DRAINAGE, ACCESS AND MAINTENANCE EASEMENT PARCEL NO.250DAME LYING IN THE NORTHWEST QUARTER (NW 1/4) OF SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA A tract or parcel of land lying in the Northwest Quarter (NW 1/4) of Section 16, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Commencing at the northeast corner of the Northwest Quarter (NW 1/4) of said Section 16; thence North 89 °24'39" West on the north line of said fraction for 30.00 feet to an intersection with a line 30 feet west of (as measured on a perpendicular) and parallel with the east line of said fraction and to the Point of Beginning. From said Point of Beginning; thence South 00 °1635" East on said parallel line for 50.21 feet; thence North 48 °45'27" West for 31.02 feet to an intersection with a line 30 feet south of (as measured on a perpendicular) and parallel with the north line of said fraction; thence North 89 °24'39" West on said parallel line for 126.79 feet to an intersection with a line 180 feet west of (as measured on a perpendicular) and parallel with the east line of said fraction; thence North 00 °1635" West on said parallel line for 30„00 feet to an intersection with the north line of said fraction; thence South 89 °2439" East on said north line for 150.02 feet to the Point of Beginning. Parcel contains 4,735 square feet (0.11 acres), more or less. Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the north line of the Northwest Quarter (NW 1/4) of said Section 16 bears South 89 °2439" East. TECM - ROW July 9, 2012 AUG 16 2012 (Not Valid Without Sheet 2 of 2) Sheet 1 of 2 Packet Page -681- O t2 W <00 �$a a � v aztO Q Q -j m d C <° WCOO N -r CL 4 000 ��rn77 Z J y U) L) � < CO 0- - xo N O CV O °O CV CV W'- V1 z 00 C9 Q z0� 0C1cP ° z .a Z—, WAS Yom a� 60 Ur0i z z 6/11/2013 11. E. 0 Page 30 of 34 LJ it W t p 1 ^w w C U m W w�=¢zuozQ^LL, z o C! 0- � � W- 0 W a � ce M �Q� a C, �d o <o Z N i p0 t�' w0Q� C; C4 Z N ! F J W to I W pV Q a to Oz V < m IL 0 n = N O cV)9 Q Z °OYaa u 00 1 Z 0 W =Wo II 0] w(If Z N � W Q Q (n Z W O U to Z J N o >.- WQ (� wLl ¢ 3 a00�n males i� D! v W Z o Ur0i z z 6/11/2013 11. E. N 0 W ua on 0 0 a d > W O z 0 N ¢ LJ it W t p 1 ^w w C U m W w�=¢zuozQ^LL, Z J Q Q 0- � � W- 0 a Worn a � ce M �Q� iv �d o L. i p0 t�' w0Q� y} Z ! F J W � 6 z Q a Q N W =VQ vi n = w W '--1 �= cV)9 Q Z °OYaa u 00 1 Z 0 W =Wo II 0] w(If 0 ~ (n UJ Z Q Q (n Z W O U W z 0 x N o >.- WQ > Z <M_j a00�n males 0zo(n N 0 W ua on 0 0 a d > W O z ^w x w�=¢zuozQ^LL, r- w _Q0_- (n�mO(�d-_ .. 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SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT 'ROJECT NAME: LASIP (CrewslCopelSandy) PARCEL NUMBER: 251 DAME PARENT TRACT SIZE: 77.99 acres OWNER'S NAME: S D Corp of Naples, Inc East of Polly Avenue (Shadowwood PUD) Tax Folio: 00418640007 PURPOSE OF THE APPRAISAL: To estimate the market value of the unencumbered fee simple interest of the subject property parent tract lands and effected improvements (if any), and to estimate the compensation due the property owner (current record title holder of the fee simple interest in the property) by reason of the taking therefrom for public purposes. MARKET VALUE DEFINED: The most probable price, as of a specified date, in cash or in terms equivalent to cash, or in other precisely revealed terms, for which a property would sell after reasonable exposure in a competitive market under all conditions requisite to a fair sale, with the buyer and the seller each acting prudently, knowledgeably, and for self interest, and assuming that neither is under any undue stimulus to act. LEGAL DESCRIPTION: Parent Tract-16 50 26 NW114 of NW114 of NE114, less SLY & WLY 30ft RIW, NE114 of MW114 of NE114, SE114 of NW114 of NE114 and TR E and Airpark North Desc in OR 1899 PG 855. SEE ATTACHED LEGAL SKETCH AND DESCRIPTION FOR PARCEL TO BE ACQUIRED. ROPERTY HISTORY: The subject property has not sold over the past 10 yrs. PRESENT ZONING: PUD- Shadowwood (3.44 unitslacm density) FUTURE LAND USE: Residential HIGHEST AND BEST USE: Based upon an analysis of the subject property and its environs (with consideration given to zoning, physical aspects of the subject property, economiclmarket trends) the maximally productive use of the subject property would be for residential development to a density as allowed by zoning. Note that the zoned density is below the base density identified in the Future Land Use Element of the Growth Management Plan DESCRIPTION OF SUBJECT PROPERTY: The subject parent tract property is a vacant wooded tract located east of Polly Avenue in East Naples. Note that this tract is an undeveloped component of the Shadowwood PUD which includes the Shadowwood Villas and the Wing South Airpark. DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS: The Following Sales are used to estimate the value of the subject property lands using the Sales Comparison Approach: 1. 3855 Cope Lane, Naples Sale Price: $$225,000 Sale Date: 10M2 2. 2750 Sunset Blvd, Naples Sale Price: $95,000 Sale Date: 11112 3. 2826 Sunset Blvd, Naples Sale Price: $115,000 Sale Date:1H1 Packet Page -683- 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT DISCUSSION OF COMPARABLE SALES AND EXPLANATION OF ADJUSTMENTS Sale #1 is an "Estates" zoned 4.77 acre tract which is improved with a relatively modest residence (34 yrs old) and outbuilding. The estimated contributory values of these improvements are $70,000. As such, the contributory value of the land component allocation comes to $155,000. The indicated underlying unit price for the land is therefore $32,5001acre (rounded). Sale #2 is an A- Agriculture zoned 4.77 acre parcel located on the east side of Sunset Boulevard in East Naples. This is an unimproved wooded tract. Its recent sale at $95,000 reflects an indicated unit price of $20,0001acre (rounded). Sale #3 is an A- Agriculture zoned 5 acre parcel located on the east side of Sunset Boulevard in East Naples. This is an unimproved wooded tract Its recent sale at $115,000 reflects an indicated unit price of $23,0001acre. In comparison with the subject, most weight is given to comp #1 which is most similar to the subject with respect to zoning and specific location within the general area. While the subject tract has PUD zoning this attribute is offset by its permitted density being below the base density for the area (as identified in the Future Land Use Element of the GMP) and by the subject's significantly larger size (economies of scale suggest that larger tracts should sell for lower unidprices compared to their smaller counterparts). A unit price of $32,5001acre is therefore viewed as reasonable for the subject lands. Value Estimate, Parent Tract Land: 77.99 acres x $32,500/acre = $2,535,000 (rounded) Proposed Taking Parcel, 251 DAME: This is a permanent drainage, access and maintenance easement needed for LASIP related drainage improvements in this area. The proposed easement is 64 to 71 feet wide and runs along the parent tract's northern boundary line. It has a length of roughly 2324 ft and a total area of 3.57 acres. There is no planted landscaping or site improvements in the easement area. The proposed drainage easement uses represent an encumbrance factor of 95% of the full fee simple interest The easement area compensation is therefore valued as follows: $32,5001acre x 95% x 3.57 acre area = $110,000 (rounded). Improvements: None Damages/Cure: No damages or associated tune; result from the proposed taking parcel. SUMMARY OF VALUES: Parcel 227DAME TOTAL LAND VALUE ................ $110,000 TOTAL VALUE OF IMPROVEMENTS .... $ 0 Damages: $ 0 TOTAL COMPENSATION ............. $110,000 Page 2 Packet Page -684- "0 "k.:.. 6/11/2013 11. E. SHORT FORM APPRAISAL - COLLIER COUNTY REAL PROPERTY DEPARTMENT FORMAT LAST PROPERTY INSPECTION DATE: DATE OF VALUE: SIGNATURE OF APPRAISER: k APPRAISER'S NAME: I have not previously provided appraisal services involving the subject property. I have no past, current or contemplated future interest in the subject property. CERTIFICATE OF APPRAISAL I hereby certify that, to the best of my knowledge and belief, .. . The statements of fact contained in this report are true and correct. The reported analysis, opinions, and conclusions are limited only by the reported assumptions and limiting conditions, and are my personal, unbiased professional analyses, opinions and conclusions. I have no present or prospective interest in the property that is the subject of this report, and I have no personal interest or bias with respect to the parties involved. 'y compensation (neither salary nor bonus) is not contingent upon the reporting of a predetermined value or direction in value that favors : e cause of my employer, the amount of the value estimate, the attainment of a stipulated result, or the occurrence of a subsequent event. My analyses, opinions and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice. Acceptance and utilization of this appraisal report, or any portion thereof, constitutes acknowledgment and acceptance of all the General Assumptions and Special Conditions contained herein. I have made a personal inspection of the property which is the subject of this report. Unless specifically mentioned in the body of the report, and only to the extent mentioned, no one other than the undersigned contributed any significant assistance in developing the analyses, assumptions and conclusions contained in this report. Harry Henderson, SRA Review Appraiser Collier County, Florida RD3475 Page 3 Packet Page -685- EXHIBIT "A" Page 31 of 34 6/11/2013 11.E. LEGAL DESCRIPTION PERPETUAL, NON - EXCLUSIVE DRAINAGE, ACCESS AND MAINTENANCE EASEMENT PARCEL NO.2SIDAME LYING IN THE NORTHEAST QUARTER (NE 1/4) OF SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA A tract or parcel of land lying in the Northeast Quarter (NE 1/4) of Section 16, Township 50 South, Range 26 East, Collier County, Florida, which tract or parcel is more particularly described as follows: Commencing at the northwest corner of the Northeast Quarter (NE 1/4) of said Section 16; thence South 89 °24'26" East on the north line of said fraction for 30..00 feet to the Point of Beginning, From said Point of Beginning; thence continue South 89 °24'26" East on the north line of said fraction for 2324.69 feet to an intersection with the west line of a Tract "C" as recorded in Official Records Book 1240, page 1808, public records of Collier County, Florida; thence South 00 °1752" East on said west line for 71,01 feet to an intersection with a line 71 feet south of (as measured on a perpendicular) and parallel with the north line of the Northeast Quarter (NE 1/4) of said Section 16; thence North 89 °2426" West on said parallel line for 369.38 feet to an intersection with the west line of Exhibit "B" as recorded in Official Records Book 2282, page 1903, said public records; thence North 00 °18'45" West on said west line for 1.00 foot to an intersection with a line 70 feet south of (as measured on a perpendicular) and parallel with the north line of the Northeast Quarter (NE 1/4) of said Section 16; thence North 89 °24'26" West on said parallel line for 677.37 feet to an intersection with the west line of the Northeast Quarter (NE 1/4) of the Northeast Quarter (NE 1/4) of said Section 16; thence North 00 °16'49" West on said west line for 6.00 feet to an intersection with a line 64 feet south of (as measured on a perpendicular) and parallel with the north line of the Northeast Quarter (NE 1/4) of said Section 16; thence North 89 °2426" West on said parallel fine for 1,277 36 feet to an intersection with a line 30 feet east of (as measured on a perpendicular) and parallel with the west line of said fraction; thence North 00 °16'35" West on said parallel line for 64..01 feet to the Point of Beginning Parcel contains 155,435 square feet (3.57 acres), more or less. Bearings hereinabove mentioned are based on State Plane Coordinates, Florida Zone East, North American Datum of 83 (NSRS 2007) wherein the north line of the Northeast Quarter (NE 1/4) of said Section 16 bears South 89 °24'26" East. 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