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Agenda 03/12/2013 Item #11C Proposed Agenda Changes Board of County Commissioners Meeting March 12,2013 Continue Item 6B to the March 26,2013 BCC Meeting: This item continued from the February 26,2013 BCC Meeting. Public Petition request from Randall J.Cohen regarding practices and procedures. (Petitioner's request) Move Item 8A to Item 9A: This item to be heard at 1:00 p.m. This item requires that ex parte disclosure be provided by Commission members.Should a hearing be held on this item,all participants are required to be sworn in.Recommendation to approve the Creekside Commerce Park Commercial Planned Unit Development amendment. (Staffs request) Move Item 8B to Item 9B: This item to be heard at 2:00 p.m. This item requires that ex parte disclosure be provided by Commission members.Should a hearing be held on this item,all participants are required to be sworn in. Recommendation to approve the Top Hat Auto Commercial Planned Unit Development amendment. (Staffs request) Continue Indefinitely Item 11C: Recommendation to review the history and public benefit associated with the proposed Whippoorwill Lane and Marbella Lakes Drive connection project, consider current comments from the public and after consideration, provide direction to the County Manager or his designee prior to soliciting an invitation to bid for this project. (Staffs request in conjunction with the Homeowners Association request in order to further evaluate traffic impacts and the appropriate timing of improvements.) Note Item 10H: Recommendation is modified,in part,as follows: "...the applicant shall not be affiliated directly,nor indirectly with any local hospital,or,in the alternative,must be affiliated with all local hospitals..." (Commissioner Hiller) Time Certain Items: Item 13A to be heard at 10:00 a.m. Item 11B to be heard at 11:00 a.m. Item 14A1 to be heard at 11:15 a.m. Item 8A 9A to be heard at 1:00 p.m. Item 8B-9B to be heard at 2:00 p.m. 3/20/2013 3:59 PM 3/12/2013 11 .C. EXECUTIVE SUMMARY Recommendation to review the history and public benefit associated with the proposed Whippoorwill Lane and Marbella Lakes Drive connection project, consider current comments from the public and after consideration, provide direction to the County Manager or his designee prior to soliciting an invitation to bid for this project. OBJECTIVE: To reaffirm Board direction to proceed with the construction of a public road connecting Pine Ridge Road via Whippoorwill Lane to Livingston Road via Marbella Lakes Drive (the Project) consistent with the approved Long Range Transportation Plan (LRTP) and as approved in the FY 2013 budget. CONSIDERATIONS: The County's urban transportation needs are primarily serviced through a grid network of six lane arterials with minimal connectivity between individual developments and the lack of a local road network. A majority of our urban arterials have achieved their maximum foot print. Additional significant capacity will require grade separation (over passes) which is considerably more expensive and demands a much larger right of way footprint. Interconnecting existing developments and encouraging local roads will extend the life of the arterial grid. Local roads that establish connectivity provide the following primary benefits: • Improves safety: In the event of emergencies, local roads provide alternative travel paths, reduce response times and allow for the bypass of accident locations without significant reroutes. • Reduces travel time: By eliminating circuitous routes and improving connectivity the end user recaptures time on an ongoing basis. • Reduces miles traveled: The connectivity achieved through local roads reduces total miles traveled, fuel consumption and the associated Greenhouse Gas emissions. • Increases the longevity of the arterial grid: Arterial roads, especially at intersections, that are serviced by local roads, see a reduction in single through trips and the return trips associated with access restrictions due to the proximity to the intersection. The Project has been contemplated for over 10 years with the goal of master planning the area in order to manage utilities, traffic and provide surety to the development community. The Project history includes the following milestones: • The entire Whippoorwill Lane Corridor Study area comprises approximately 578+ acres of varying ownership and zoning designations and was adopted by the Board on July 30, 2002. (attached) • Ordinance 03-23 adopting the Livingston Village PUD contemplated the public roadway connection from Livingston Road to the east and specifically mentions Whippoorwill Lane (attached). • The 2030 and 2035 LRTPs adopt the Green Boulevard Extension and the Whippoorwill connection on the Needs Plan(attached). • In 2006 the Board acknowledged the importance of this connection and approved the original developer agreement with Tousa Homes, Inc. that authorized the construction of the Project. The agreement was recorded in OR bk 4124 pg 2172 (attached). Packet Page-781- 3/12/2013 11 .C. • In 2006, the Board also approved a rezone known as Cayo Whippoorwill through Ordinance 06-61 (attached). Recognizing the need for the connection and having continued concerns over congestion, the Board approved the rezone with the following conditions: o "The developer, or its successors and assigns, shall pay to Collier County the proportionate fair share of the Whippoorwill Lane to Livingston Road extension and the Pine Ridge Road and Whippoorwill Lane signalization costs as those amounts are determined by Collier County Transportation staff. Payments shall be rendered in accordance with the regulations in effect at the time or as determined by Collier County Transportation staff" o "Certificates of Occupancy shall not be issued until the roadway connection from Whippoorwill Lane to Livingston Road is fully operational." • In 2009 the original DCA with Tousa Homes, Inc. was modified to reflect the changes associated with a bankruptcy, new ownership and amended terms. The County took possession of all of the plans and permits and deferred the construction until it could be financed as a county project. The amended agreement was approved by the Board in 2009 and is recorded in OR bk 4456 pg 2209 (attached). In order to further maintain the integrity of the Project, the county required the developer to notify all future buyers of the Project and relinquish claims to noise mitigation. The master concept plan (attached) during the sales phase of the development identified the future public road and sales contract(attached) contained the following language: o "In that regard, Purchaser further acknowledges and agrees that Collier County may extend the portion of Green Boulevard(a/k/a Whippoorwill Way) adjacent to and fronting the northern boundary easterly along and to the north of the Community and connect it to the portion of Green Boulevard on the east side of Interstate 75 with a fly-over over Interstate 75. " A public meeting was held on January 28th of 2013 to notify the residents of the upcoming project and to solicit comments on the design. A large contingent of attendees expressed concerns over the new traffic pattern, safety, crime and the overall need. Where a significant portion of the attendees were from Marbella Lakes, staff had another follow up meeting in their community on February 19th of this year. The Marbella board members and the community residents treated staff with the utmost respect and appreciation. They remained opposed to the project but noted that if it should move forward, they would like the county to consider the following modifications to the Project: 1. Signalization at Livingston Road included in the Project. Staff has no objection. 2. Traffic calming included in the Project. Staff has no objection if traffic calming is placed at or near the tangent points of the curve to encourage safe speeds around the curve. 3. Turn lanes at the Marbella development entrance. Staff has no objection with this request and will review the PUD with the county attorney's office for compliance and applicability. 4. The acceptance of the lighting system along the Marbella frontage. The lighting system is not to county standards or specifications. Staff is recommending that we do not accept the lights. Packet Page-782- 3/12/2013 11 .C. FISCAL IMPACT: Construction cost estimate for the Project including signalization, turn lanes and traffic calming is $1,500,000 and the annual estimated energy cost of the ten existing street lights is $1,800. Estimated annual maintenance cost of the project per the plans is $1,774. GROWTH MANAGEMENT: This Agreement is consistent with the Growth Management Plan and the construction of this roadway is consistent with the LRTP. LEGAL CONSIDERATIONS: This item has been reviewed by the County Attorney. No legal issues are raised should the Board approve Staffs recommendation, with or without the modifications. Should the Board wish to consider terminating this project, the County Attorney requests that the item be continued to another meeting, as substantial collateral issues would need to be addressed. This item requires majority support for approval. -JAK RECOMMENDATION: That the Board directs the County Manager or his designee to move forward with the Project with modifications to the design that include: 1. signalization at Livingston Road; 2. turn lanes at the Marbella development entrance; 3. and traffic calming at or near the tangent points of the curve. Prepared by:Nick Casalanguida,Administrator, Growth Management Division Attachments: 1) Whippoorwill Corridor Study; 2) Ordinance 03-23; 3) 2030 LRTP; 4) 2035 LRTP; 5) Tousa DCA; 6) Ordinance 06-61; 7) Amended DCA; 8)Marbella Lakes Sales Master Site Plan; 9) Green Boulevard Extension language; 10)Power Point Presentation Packet Page-783- 3/12/2013 11 .C. COLLIER COUNTY Board of County Commissioners Item Number: 11.11.C. Item Summary: Recommendation to review the history and public benefit associated with the proposed Whippoorwill Lane and Marbella Lakes Drive connection project, consider current comments from the public and after consideration, provide direction to the County Manager or his designee prior to soliciting an invitation to bid for this project.(Nick Casalanguida, Administrator, GMD) Meeting Date: 3/12/2013 Prepared By Name: LynchDiane Title:Administrative Assistant 3/1/2013 1:56:58 PM Submitted by Title: Deputy Administrator-GMD,Business Management&B Name: CasalanguidaNick 3/1/2013 1:56:59 PM Approved By Name: LynchDiane Title: Administrative Assistant Date: 3/1/2013 2:24:03 PM Name: CasalanguidaNick Title: Deputy Administrator-GMD,Business Management&B Date: 3/1/2013 2:32:38 PM Name: KlatzkowJeff Title: County Attorney Date: 3/1/2013 2:43:06 PM Name: FinnEd Title: Senior Budget Analyst, OMB Packet Page-784- 3/12/2013 11.C. Date: 3/1/2013 4:08:27 PM Name: OchsLeo Title: County Manager Date: 3/3/2013 10:52:57 AM Packet Page-785- 3/12/2013 11.C. WHIPPOORWILL LANE CORRIDOR MASTER PLAN STUDY SUBMITTED TO: COLLIER COUNTY ENGINEERING SERVICES 2800 NORTH HORSESHOE DRIVE NAPLES, FL 34104 PREPARED BY: WALDROP ENGINEERING,P.A. Q. GRADY MINOR&ASSOC.,P.A. 10641 AIRPORT ROAD NORTH#32 3800 VIA DEL RAY NAPLES,FL. 34109 BONITA SPRINGS,FL 34134 JUNE 2002 A.GENOA ITS No.� JUL 3 0 2002 Packet Page -786- 3/12/2013 11.C. WHIPPOORWILL LANE CORRIDOR MASTER PLAN STUDY TABLE OF CONTENTS INTRODUCTION SECTION ONE UTILITY INTRODUCTION SECTION TWO POTABLE WATER SECTION THREE WASTEWATER SECTION FOUR TRANSPORTATION SECTION FIVE DRAINAGE SECTION SIX MISCELLANEOUS EXHIBITS Location Map Aerial Collier County Zoning Atlas :k JUL 3 0 2002 Pg. /9 Packet Page-787- 3/12/2013 11 .C. WHIPPOORWILL LANE CORRIDOR MASTER PLAN STUDY SECTION ONE: INTRODUCTION The Whippoorwill Lane Corridor Master Plan Study has been prepared for the purpose of evaluating the minimum required infrastructure facilities for the study area. Analyses have been prepared to address the infrastructure needs for Potable Water, Wastewater, Transportation, and Drainage. Four of the Planned Unit Developments are responsible for the preparation of this Master Plan Study. The Planned Unit Developments are: o Whippoorwill Lakes o Arlington Lakes ❑ Whippoorwill Pines ❑ Whippoorwill Woods This Master Plan Study was a requirement within the PUDs for Whippoorwill Lakes, Arlington Lakes, and Whippoorwill Pines. Whippoorwill Woods has joined the other PUDs in contributing to this study because they realize the benefits the study will have on the development of this area. In addition to the Master Plan Study, the PUDs have agreed to enter into a Developer's Agreement that will establish the guidelines for developing the required infrastructure as discussed in this study. Therefore, the primary focus of this Master Plan Study focuses on the infrastructure along Whippoorwill Lane. The Whippoorwill Lane Corridor area consists of existing properties,properties slated for imminent development, and properties to be developed in the future. The study area comprising approximately 578± acres of varying ownership and zoning designation,lies within northern Collier County(Section 18,Township 49 South, and Range 26 East) and is located immediately south of the Pine Ridge Road right-of-way, east of the Livingston Road right-of-way,west of the Interstate 75 right-of-way, and north of the Kensington Canal. The projects have been identified on the exhibits within this study. The following sections have detailed information pertaining to the evaluation of the potable water, wastewater,transportation, and drainage systems within the Master Plan Study area. AGENDA ITEM 1 No (0 1-1 JUL 3 0 2002 Pg -t • Packet Page-788-- • 3/12/2013 11.C. WHIPPOORWILL LANE CORRIDOR MASTER PLAN STUDY SECTION TWO: UTILITY INTRODUCTION Utilities Introduction: The Whippoonvill Lane Corridor Master Plan Study has been implemented in an effort to determine the potable water and wastewater infrastructure facilities required to support existing and future development of the properties located within the study area. The study area along with the existing and proposed utilities are shown in Exhibit 2-1. The criteria for analyzing the water and wastewater systems for the study area was established in the Collier County Government Public Utilities Engineering Department 2001 Water Master Plan Update and the Collier County Government Public Utilities Engineering Department 2001 Wastewater Master Plan Update prepared by Greeley and Hansen, LLC. The criteria for the potable water system is as follows: Per Capita Flow 185 gpcd People per Dwelling Unit 2.3 ppdu Maximum Day Flow Factor 1.3 Peak Factor Ten States Standard Fire Flow 1500 gpm(residential) Minimum Pressure @ Max Day with Fire Flow 40 psi The criteria for the wastewater system is as follows: Per Capita Flow 145 gpcd People per Dwelling Unit 2.3 ppdu Peak Factor Ten States Standard This criteria was applied to the zoning parameters of the study area to establish the system demands. For the parcels that did not have established unit counts based on zoning, a zoning density of six(6) dwelling units per acre was applied. This density is consistent with the existing PUDs in the study area. Hydraulic analyses were prepared to evaluate the performance of the future utilities within the study area. It is assumed that irrigation for these developments will be provided by another source other than the Collier County potable water system. The following two sections provide the details of the analyses used to evaluate the water and wastewater systems. AGENirip_ JUL 302002 Pg .Q 2-1 Packet Page-789- 3/12/2013 11 .C. WHIPPOORWILL LANE CORRIDOR MASTER PLAN STUDY EXHIBIT 2-1 WHIPPOORWILL LANE CORRIDOR MASTER PLAN STUDY WATER&SEWER PLAN • --- No.�,ten ITEM 1 i r .1 JUL 302002 PQ. -- .. - Packet Page-790- 3/12/2013 11.C. • . e rE . a . !I 1 : (4-' I ITT . _ _ _ _ ` \ _ R i i 1. , I r.1\\;, 4 Rilf---; 1 li ) ;it: . i :F• I ' 1 1\. 41\ 110 t5 , 1 rs , a .1 d a - 0 •t If t- t i s. �n:smrrr.�n�ras_�isa �s��mw f • ha' 85 3 \ \ \ . &• �\\ 1 I1, u e I d E J �tia \\\,,\)\• ` 1 lad' gg h ' \•—i-- i g 1 d c c ', 1 r* Pi d 1 C.1 ■ 1 ,...7..,11•11. 1.1•..'WM. ......-..rte r a 1 I 11 t AGENDA FEY JUL 3 0 2002 Pg. ,23 • Packet Page -791- 3/12/2013 11.C. WHIPPOORWILL LANE CORRIDOR MASTER PLAN STUDY SECTION THREE: POTABLE WATER Potable Water Introduction The Whippoorwill Lane Corridor Master Plan Study has been implemented in an effort to determine the potable water infrastructure facilities required to support existing and future development of properties in the study area. This section will discuss existing conditions and the future conditions for the potable water system based on the criteria outlined in Section Two. Existing Conditions An existing 12"water main is located within the existing Whippoorwill Lane right-of- way. This water main has been extended to serve the first phase of Whippoorwill Lakes. PUD. This water main is an extension of and connected to the Collier County owned and maintained water distribution system located within the Pine Ridge Road right-of way. An existing 16"water main is located within the Pine Ridge Road right-of-way and an existing 16"water main is located within the Livingston Road right-of-way. Reference Exhibit 2-1 for the location of these existing water mains. In the hydraulic models, the connection point for the Whippoorwill Lane water main is shown at the 16"water main along Pine Ridge Road. The pressure at this point of connection was assumed to be 65 psi. This pressure was assumed based on the information obtained from the Collier County Government Public Utilities Engineering Department 2001 Water Master Plan Update. This update indicated that the pressures along Pine Ridge Road will be as follows: Scenario 2006 2021 Peak Demand Hydraulic Model 76 psi 73 psi Average Demand Hydraulic Model 79 psi 80 psi The assumed connection pressure is lower than the anticipated pressures from the Master Plan update. In addition to the Master Plan information, a fire flow test that was conducted at the existing 12"water main along Whippoorwill Lane yielded a static pressure of 90 psi. Proposed Conditions The hydraulic analyses for the potable water system were based on the criteria outlined in Section Two. The following phases show that a 12"water main will adequately serve the study area. Also,the study area was divided into three phases. The phases are as follows: Phase One—Extend 12"water main to the northern boundary of Whippoorwill Pines to serve Whippoorwill Lakes,Arlington Lakes,Future Development Area 1, and AGENDA inm Whippoorwill Pines. . jk"4 JUL 3 0 2002 3-1 pg___1_---- , Packet Page-792- - — 3/12/2013 11 .C. WHIPPOORWILL LANE CORRIDOR MASTER PLAN STUDY Phase Two—Extend 12"water main to northern boundary at Whippoorwill Woods to serve Future Development Area 3 and Whippoorwill Woods. Extend 12"water main along Nighthawk Drive to serve Future Development Area 2. Phase Three—Loop 12"water main from Whippoorwill Lane to existing 16"water main along Livingston Road. Reference Exhibit 2-1 for the overall plan showing the developments, utility sizes and locations, and the phasing schedule. Phase One Phase One involves extending the 12"water main to the terminus point at the northern . boundary of Whippoorwill Pines. The Phase One hydraulic analysis includes the existing developments along Whippoorwill Lane that are served by the existing 12"water main in addition to the proposed developments for Arlington Lakes, Future Development Area 1, Whippoorwill Lakes, and Whippoorwill Pines. The maximum day demands were modeled with a fire flow of 1500 gpm at the terminus point of the Phase One water main. With this fire flow condition, the minimum pressure the water main hydraulic model is 55.6 psi. Therefore,the water main extension for Phase One will adequately serve the developments. Reference Exhibit 3-1: Hydraulic Analysis -Phase One with Fire Flow at Whippoorwill Pines. Phase Two Phase Two involves extending the 12"water main to the terminus point at the northern boundary of Whippoorwill Woods and extending the 12"water main along Nighthawk Lane to serve the Future Development Area 2. The Phase Two hydraulic analysis includes the existing and the Phase One developments along Whippoorwill Lane in addition to the proposed developments for Future Development Area 2,Future Development Area 3, and Whippoorwill Woods. The maximum day demands were modeled with a fire flow of 1500 gpm at the terminus point of the Phase Two water mains. One terminus point is at the Future Development Area 2 and the other terminus point is at the northern boundary of Whippoorwill Woods. With the fire flow condition at the Future Development Area 2,the minimum pressure in the water main hydraulic model is 49.5 psi. With the fire flow condition at the n,- --- boundary of Whippoorwill Woods, the minimum pressure in the water main hy• ulic AGENDA ITEM model is 48.8 psi. Therefore,the water main extension for Phase Two will adeq .tely serve the developments. t JUL 3 0 2002 3-2 Pg. Packet Page-793- 3/12/2013 11 .C. WHIPPOORWILL LANE CORRIDOR MASTER PLAN STUDY Reference Exhibit 3-2: Hydraulic Analysis - Phase Two with Fire Flow at Future Development Area 2 and Exhibit 3-3: Hydraulic Analysis- Phase Two with Fire Flow at Whippoorwill Woods. • Phase Three Phase Three involves looping the 12"water from Whippoorwill Lane to the existing 16" water main at Livingston Road. Looping of the water main system will improve the pressures and water quality within the potable water system. By adding the looped water main,the pressure within the 12" water main will increase by approximately 11 psi at the junction with the fire flow demand. The potable water system has been modeled to provide a minimum of 40 psi in the transmission main along Whippoorwill Lane during a fire flow condition with maximum day flow demands. The worst case fire flow scenario is at the entrance of Whippoorwill Woods. The pressure at this junction with a 1500 gpm fire flow is 48.8 psi. Looping of the water main system will be required if the development's internal water main system cannot maintain the minimum pressure of 20 psi during fire flow conditions. Since the final design details within the developments are not known at this time, Collier County will need to monitor the potable water system as developments come online. It is suggested that the looping of the water main be considered and determined during the Collier County construction improvements review and approval process with an emphasis on using up-to-date system pressures and actual flows. Reference Exhibit 3-4: Hydraulic Analysis-Phase Three(Water Main Loop To Livingston Road). AGENDA ITEM JUL 3 0 2002 = 3-3 P� Packet Page-794-.. 3/12/2013 11 .C. • WHIPPOORWILL LANE CORRIDOR MASTER PLAN STUDY POTABLE WATER ANALYSIS O POTABLE WATER DEMANDS O EXHIBIT 3-1 HYDRAULIC ANALYSIS:PHASE ONE WITH FIRE FLOWS @ WHIPPOORWILL PINES ❑ EXHIBIT 3-2 HYDRAULIC ANALYSIS: PHASE TWO WITH FIRE FLOWS @ FUTURE DEVELOPMENT AREA TWO ❑ EXHIBIT 3-3 HYDRAULIC ANALYSIS:PHASE TWO WITH FIRE FLOWS® WHIPPOORWILL WOODS ❑ EXHIBIT 3-4 HYDRAULIC ANALYSIS:PHASE THREE (WATER MAIN LOOP TO LIVINGSTON ROAD) AGENDA ITEM a JUL 302002 pg. oZ Packet Page -795- 3/12/2013 11 .C. s 117,,.. I° i^I 1 m 111 n ° ill. Q 1 ` I'' '^i w; 1-1 Iw " �m "1 e, 9 ' I II III I _° ° it I1 X111 . ' I � III it Im • °c I 1 IN I I IM1 r. ml im,: NI P; Imn I . . ' I . I : I I I I I•l I ' : II I I � I , I m "; . � o •s; :o '", 1I, C 2,: �' '"' n �c f 1 1-1 111 I^1 1 I Ii I^ 11 I i 1 I I I J i i i l l l ! ___, i G ml m s O E I I IS •si :°1 , bI • § " < O - . I_ •.-i N• 'w L! q I" I^ II ill I ` Via I Z T i y; Zsl i ; 1 - � I ��o_ 1 I �I 1 . , i1 > II1 . O a t.2 L * p m_ P 2 _ S 6 e $ n r, 2 5 o n ¢O 111 II 1 � II _..- i II i 0,... , 1' 1 na 1 r ! Hill ! , 1 . , . W . I I ., z m 1 1 li I C W =o I I $ o o of i,,‘, a or h I- < c$ I W '6 = d 1 n n1 W 0 ' II 1 I ! ! il „ IN 1 '; s - I. 1 7 I i T. i ; 1 11L ' ,ea se $ . E- .1‘,D .14 YI '•1a u 11r m m. N i ii a- • 'A, S S 2 A 0 8 3 S _° i Y g P 9 n n B o n P 74 g -- AGENDA• s ' � � � t JUL 302002 ! I I" i ii15 _,5 5 Pg. D _ Packet Page -796- .... ___ 3/12/2013 11.C. WHIPPOORWILL LANE CORRIDOR MASTER PLAN STUDY EXHIBIT 3-1 HYDRAULIC ANALYSIS: PHASE ONE WITH FIRE FLOWS @ WHIPPOORWILL PINES • AGENDA ITEM Na. JUL 3 0 2002 Pg. aGj 1 Packet Page-797- 3/12/2013 11 .C. Scenario: Base • PNASE I FIRE FLOW ANALYSIS IE•W.M.SOURCE --J BARI We:110.1$e — PINE RIDG E ROAD ROW • d I it i ._• A1 ^ STERLPLID T N I .d. ' • • RIDGE ' PINE PINE VIEW is OSIER RIDGE GOLF 1 I WEST I CTR. • CHURCH • CENTER D.T.nd:!SD wm• R.wuw:l2.T 70001 S AG, II It hw !A GATE EAPTI ST ? I Idi CHURCH 6 I HOSPICE w, + D...ns:x.Te • d w.wn:lD.a�.♦ WHIPPOORWILL LAKES 0.1 •I V*IWHIPPOORWILL n D.il..n1:,115.00•«n OI HOSPICE NOUSE OF NAPLES Id Pr•www.S•l)pas t g I i FUTURE AREA I { DEV DEVELOPMENT Dents NI 2300 DPI.• pRYMV OOO MEAL R.w.In;S!lS Pp ^w PRESERVE v d. WNIPPOORWILL 1 • . LAKES I ARLINGTON LAKES 1 3 O..n.n•'SI.SDpp.n I w.v.n:St.Da►p .I I 'I I I 471 ROW• I n I v .Q I I I i O l I SNOLE FAMILY I .) I 1 K I I I I I 1 ' I AREA 2 CONN. I i' K▪' • =I I ARU NGTON LAKES d • NMPOORWILL PW ES O D•n..n!:/Ss list.1 0 SPm • lw...rn:5141 pal O 1 = I FUTURE I I WHIPPOORWILL DEVELOPMENT• i I I PINES AREA 1 I • NORSE FARM 20.00 H.As. I 11 FUTURE DEVELOPMENT AREAS I I I1 WHIPPOORWILL WOODS 1 1 1 I ML MORAL l ALEKA NO RA I 1 • , 1 I A fri dT^EM -� KENSINGTON OTON CANAL ,1_ TRI. .......... LNING:T°NVKLAGE JUL 3 0 2002 A . Pg. Title:Whippoorwill Lane Corridor Study Potable Water Project Engin ' - - ••'- "-' • • d:L...Vire cc 2001(phase 1)6-14-02.wcd Waldrop Engineering,PA WaterCAD v5.0(5.00321 D6/14/02 08:20:28 AM ©Haestad Methods,inc. 37 Brookside Road Waterbury,CT 06706 USA +1-203-755-1668 Page 1 of 1 . Packet Page-798- . 3/12/2013 11.C. Scenario: Base Steady State Analysis Pipe Report Label Length Diameter Material Hazen- Discharge Pressure Headloss Velocity (ft) (in) Williams (gpm) Pipe Gradient (ft/s) C Headloss(1V1000ft) (ft) P-1 10.00 24.0 PVC 150.0 1,898.20 0.00 0.22 1.35 P-2 527.00 12.0 PVC 120.0 1,898.20 5.08 9.63 5.38 P-3 578.00 12.0 PVC 120.0 1,893.70 5.54 9.59 5.37 P-4 106.00 12.0 PVC 120.0 1,891.00 1.01 9.57 5.36 P-5 319.00 12.0 PVC 120.0 1,692.00 2.48 7.79 4.80 P-12 247.00 12.0 PVC 120.0 1,669.00 1.87 7.59 4.73 P-13 744.00 12.0 PVC 120.0 1,569.10 5.04 6.77 4.45 P-14 86.00 12.0 PVC 120.0 1,569.10 0.58 6.77 4.45 • /1GFl�A ITEM JUL 3 0 2002 Pg. ,51 Title:Whippoorwill Lane Corridor Study Potable Water Project Engineer.Sean Robert Weeks.P_E. d:l_.1rire cc 2001(phase 1)6-14-02_wcd Waldrop Engineering,P.A WaterCAD v5.0(5.0032) 06/14/02 07:27:49 AM m Haestad Methods.inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Packet Page -799- 3/12/2013 11 .C. Scenario: Base Steady State Analysis Junction Report Label Base Flow Calculated Pressure Pressure (gpm) Hydraulic Grade (psi) Head (ft) (ft) WHIPOORWILL PINES 1,569.10 128.54 55.61 128.54 AREA 2 CONN. 0.00 129.12 55.86 129.12 ARLINGTON LAKES 99.90 134.16 58.04 134.16 FUTURE AREA 1 23.00 136.03 58.85 136.03 WHIPPOORWILL LAKES 199.00 138.51 59.93 138.51 HOSPICE 2.70 139.53 60.37 139.53 CHURCH 4.50 145.07 6277 145.07 J_1 0.00 150.15 64.96 150.15 • • AGENDA r.. JUL 3 0 2002 Pg. 3P Trtle:Whippoorwill Lane Corridor Study Potable Water Project Engineer.Sean Robert Weeks.P.E. tease 1 14-02.wcd Waldrop Engineering,PA WaterCAD v5.0(5.0032) 0611440 c0 :28:06 +1-203-755-1668 Page 1 of 1 06!14!02 07:28:06 AM m tiaestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA Packet Page •-800 ___ -_-_ _ 3/12/2013 11 .C. WHIPPOORWILL LANE CORRIDOR MASTER PLAN STUDY EXHIBIT 3-2 HYDRAULIC ANALYSIS: PHASE TWO WITH FIRE FLOWS @ FUTURE DEVELOPMENT AREA TWO AGENDA ITEM ko. JUL 3 0 2002 PP 53 Packet Page -801- 3/12/2013 11 .C. Scenario: Base PM•SE 2 FIRE FLOW ANALYSIS 16•WAD.SOURCE / • 1300•110.0, 10 0.1 S t • PINE R IDG E ROAD ROW "- • d • I !No iNNFD i i s I I d• SUIMERL AN PUG I I I: RlOGE' PINE I PINE VIEW ' 3 EVERT Ij ` MDGE I GOLF CENTER I i WEST I CTR. I CHURCH • I i D•1n•M:a SO 5S m •R•run:0233pr \1 P.3. IP)e SEA GATE RAPT ST dE CM RCM 3 2 N HOSPICE . ar• : 0 � Q R•runM:2.2401 VNWPPOORWI LL LAKES n Dorn M:1t0,00 ppr piHOSPICE.HOUSE Op NAPLES Id R•run:SILTI p• E; \ FUTURE AREA 1 I • I MORE a•.•wa.23.00 Rpm, DEVELOPMENT R•••us:S7.3a pr j ORYMWOOD I ARE/,f y PRESERVE :I d., WHIPPOORWILL i LAKES • ARLINGTON LAKES I ; ' j I I Os no.0 7 0 0 0 pn Pr , I I.7SROW I I '' I d I .r. t, I I +; I , O 1 $MILEfANIL7 E∎ P FUTURE AREA-2 iI I I AR EA 2 13 are M:1334 o00 ply pi � • •R•runnsa rr =I MLING TO NLAKQ Q • ,VMIPOORWILL PINES i D ;arenr:00.10 0pm Rerun:SSA Ipr • WHIPPOORWILL DEVELOPMENT ]i re d- PINES MEA2 V 3 MORSE FARM 20.00•A As. ▪ •FUTURE AR EA 3 I • D•r•M:27.$05,N FUTURE o pm:52.4011 DEVELOPMENT d.o i• •r AR EA3 • • IV*1P W !WHIPPOORWILL OODS ` n/:177.40 0pr 1 R•rem:52.31p• WHIPPOORWILL I a WOODS I I SAL MORAL/ALEXANDRIA d • J-0 I • KENSINGTON CANAL AGENDA 11 rJTa • tlol � �� LIVINGSTON VILLAGE JUL 3 0 2002 " 1 • tle:Whippoorwill Lane Corridor Study Potable Water Project Engineer.Se Tr tltrRoberrWeeks,P-l= d:I..lfire cc 2 tun 2001 6-14-02_wod Waldrop Engineering,PA Y waten...AU V & 03Z 06/14/02 08:21:06 AM m Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page I of I Packet Page-802- 3/12/2013 11.C. Scenario: Base Steady State Analysis Pipe Report Label Length Diameter Material Hazen- Discharge Pressure Headloss Velocity (ft) (in) William- (gpm) Pipe Gradient Otis) C Headloss(ft/1000ft) (ft) P-1 10.00 24.0 PVC 150.0 2,134.40 0.00 0.27 1.51 P-2 527.00 12.0 PVC 120.0 2,134.40 6.31 11.97 6.05 P-3 578.00 12.0 PVC 120.0 2,129.90 6.89 11.92 6.04 P-4 106.00 12.0 PVC 120.0 2,127.20 1.26 11.90 6.03 P-5 319.00 12.0 PVC 120.0 1,928.20 3.16 9.92 5.47 P-7 925.00 12.0 PVC 120.0 200.20 0.14 0.15 0.57 P-8 359.00 12.0 PVC 120.0 177.60 0.04 0.12 0.50 P-9 1,179.00 12.0 PVC 120.0 0.00 0.00 0.00 0.00 P-12 247.00 12.0 PVC 120.0 1,905.20 2.40 9.70 5.40 P-13 744.00 12.0 PVC 120.0 1,805.30 6.53 8.78 5.12 P-14 86.00 12.0 PVC 120.0 269.30 0.02 0.26 0.76 P-15 1,396.00 12.0 PVC 120.0 1,536.00 9.09 6.51 4,36 • --- - [ : T JUL 3 0 2002 - Pg. Title:Whippoorwill Lane Corridor Study Potable Water Project Engineer.Sean Robert Weeks,P.E. d:i..1frre cc 2 fut2 2001 6-14-02.wcd Waldrop Engineering,PA WaterCAD v5.0[5.00521 06/14/02 07:31:12 AM CO Haestad Methods,Inc 37 Brookside Road Waterbury,CT 06708 USA +t-203-755-1666 Page 1 of 1 ___ _ Packet Page-803- 3/12/2013 11 .0. Scenario: Base Steady State Analysis Junction Report■ ~ Label Base Flow Calculated Pressure Pressure (gpm) Hydraulic Grade (psi) He (ft) (ft) FUTURE AREA 2 1,536.00 114.51 49.54 114.51 J-9 0.00 123.39 53.39 123.39 WHIPPOORWILL WOODS 177.60 123.39 53.39 123.39 FUTURE AREA 3 22.60 123.44 53.40 123.44 WHIPOORWILL PINES 69.10 123.57 53.46 123.57 AREA 2 CONN. 0.00 123.60 53.47 123.60 ARLINGTON LAKES 99.90 130.13 56.30 130.13 FUTURE AREA 1 23.00 132.52 57.34 132.52 WHIPPOORWILL LAKES 199.00 135.69 58.71 135.69 HOSPICE 2.70 • 136.95 59.25 136.95 CHURCH 4.50 143.84 62.23 143.84 J_1 0.00 150.15 64.96 150.15 AGENDA• • ITEM No. Ci R JUL 3 0 2002 . � ' `�Project :�r-- •idle:Whippoorwill Lane Corridor Study Potable Water WaterCAD v5.0[5.0032] d:t..\fire cc 2 fut2 2001 6-14-02.wcd Waldrop Engineering,P.A Page 1 of 1 06/14/02 07:31:01 9 1 AM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Packet Page-804 3/12/2013 11.C. WHIPPOORWILL LANE CORRIDOR MASTER PLAN STUDY EXHIBIT 3-3 HYDRAULIC ANALYSIS: PHASE TWO WITH FIRE FLOWS @ WHIPPOORWILL WOODS • AGENDA ITEI■A JUL 3 0 2002. Packet Page-805- 3/12/2013 11 .C. Scenario: Base PHASE 2 FIRE FLOW ANALYSIS - 16'W.M.SOURCE /'''''' ®.....n:100.10II I PINE R IDO E ROAD ROW • d J-1 1 I i I V'':V SUTHERLAND PD MVO l I BERT ; RfOGE PIKE RNE VIEW 1 j i I GOLF CTS. i RIDGE l CENTER 'i WEST CTR. B' CHURCH P.m n•:.SO aww 2 AO. ..IFd 1= SEA GATE BAPTIST CHVRCN tiS HOSPICE • • Fins. .2.70 pPw• d R.mun:Sf3SP•Y VA4PPOO RWILL LAKES i •• D.m.n•:t 0..00 awn O HOSPICE HOUSE OF NAPLES Ict R.wun:0131 P• ' FUTURE AREA 1 I !DEVELOPMENT EMT D.w.n•:03.00•►m• , MVP/WOOD AREAL 1K.wun:07.300. II ^: • PRESERVE ! 1 d� WHIPPOORWILL • LAKES i • ARLINGTON LAKES 1 j 1 Den.n.:00110 a►m I I RIt•un:10.3OP• I ' I ' L7S ROW ,d O ' SI N I LEFAI.TILY 1 i•I r C < I I I FUTURE 3100 AM 1• AREA 2CONN. R1S Dewun•3247►• I C AU MGM N LAKES d i 3/12/2013 11 .C. Scenario: Base Steady State Analysis Junction Report Label Base Flow Calculated Pressure Pressure (gpm) Hydraulic Grade (psi) Head (ft) (n) WHIPPOORWILL WOODS 1.677.60 112.85 48.83 112.85 J-9 0.00 112.85 48.83 112.85 FUTURE AREA 3 22.60 115.60 50.02 115.60 WHIPOORWILL PINES 69.10 122.87 53.16 122.87 FUTURE AREA 2 36.00 123.59 53.47 123.59 AREA 2 CONN. 0.00 123.60 53.47 123.60 ARLINGTON LAKES 99.90 130.13 56.30 130.13 FUTURE AREA 1 23.00 132.52 57.34 132.52 WHIPPOORWILL LAKES 199.00 135.69 58.71 135.69 HOSPICE 2.70 ' 136.95 59.25 136.95 CHURCH 4.50 143.84 62.23 143.84 J-1 0.00 150.15 64.95 150.15 AGENDA I(T�EMly • JUL 3 0 2002 Title:Whippoorwill Lane Corridor Study Potable Water 39 Y Project Engi c S�1 Robert Weeks,P-= d:l..■fire cc 2 woods 2001 8-14-02.wcd Waldrop Engineering,P.A . . =• - 08/14/02 07:29:22 AM C Haestad Methods,Inc 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Packet Page-807- 3/12/2013 11 .C. Scenario: Base Steady State Analysis Pipe Report Label Length Diameter Material Hazen- Discharge Pressure Headloss Velocity (ft) (in) Williams (g pm) Pipe Gradient (tt/s) C Headloss(ft/1000ft) (ft) P-1 10.00 24.0 PVC 150.0 2,134.40 0.00 0.27 1.51 P-2 527.00 12.0 PVC 120.0 2,134.40 6.31 11.97 6.05 P.3 578.00 12.0 PVC 120.0 2,129.90 6.89 11.92 6.04 P-4 106.00 12.0 PVC 120.0 2,127.20 1.26 11.90 6.03 P-5 319.00 12.0 PVC 120.0 1,928.20 3.16 9.92 5.47 P.7 925.00 12.0 PVC 120.0 1,700.20 7.27 7.86 4.82 P-8 359.00 12.0 PVC 120.0 1,677.60 2.75 7.66 4.76 p.9 1,179.00 12.0 PVC 120.0 0.00 0.00 0.00 0.00 P-12 247.00 12.0 PVC 120.0 • 1,905.20 2.40 9.70 5.40 P-13 744.00 12.0 PVC 120.0 1,805.30 6.53 8.78 5.12 P-i4 86.00 12.0 PVC 120.0 1,769.30 0.73 8.46 5.02 P-15 1,396.00 12.0 PVC 120.0 36.00 0.01 0.01 0.10 • • AC,ENDA tTEM 6 JUL 3 0 2002 . -•••• "ee , `. . Title: Project Engi • .dle:Whippoorwill Lane Corridor Study Potable Water WaterCAD v5.0[5.0032) d:1...Vire cc 2 woods 2001 6-14-02.wcd Waldrop Engineering.P.A Page 1 or 1 06/14/02 07:30:17 AM C Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA #1-203-755-1668 - Packet Page-808- 3/12/2013 11 .C. WHIPPOORWILL LANE CORRIDOR MASTER PLAN STUDY EXHIBIT 3-4 HYDRAULIC ANALYSIS: PHASE THREE (LOOP WATERMAIN TO LIVINGSTON ROAD) .445 AGEND /.1 fik ITEM T40. 10 - JUL 3 0 2002 Packet Page-809- 3/12/2013 11 .C. Scenario: Base PHASE 3 FIRE FLOW ANALYSIS 16'W.M.SOURCE �' t..•...:nt.ttw •xt•061710.6 6060 .0 e • I ••.D I � d= . MI •.Dae •.w1 14..[•1[6 w tat 61 •.o.e 000 efa C Inr 6662[• 6ett CM CHURCH HU :.00/, 1 .rn•..n:Ia.t a. a . 6 9:: in SATE 4 w V•0 0T Y • HOSPICE p, o..wa.I f0 w•1.70•076 1.70•076 1.70•076 0Y " I ! •° ti II 77., WHIPPOORWILL LAKES w0 t•$ce..o uIf O•.•UNi O.a.M-H•60 t0. a rn...w it rr r•. '� FUTURE AREA i� e • I I • ruru•[ :,��:�. i�i°iii I •mrel0 N= ■ IA[f!•61 i [•I ;T . warm 60/will. I I i p, uxu ; ARLINGTON LAKES I > ', j u 77••■i Ir) I U•o. s i I ' I I TUTU RE AREA 2 0 liwSle•A•R. ( 1 o i P-15 o..w. sl ttl•• AREA 2 CONIC. • rw•a•" 01 1f"' 1 1 'a I •• /Atria row L•a[0 d •- -•• '• �q..ur:ILrttl. o ?7•n.n::1 al fN ryt,., - I = 6,1•0 o.wnl it.[l0 ea Sits I o.-1,: no RH P6610 f.00.6,a. E FUTURE AREAS ,„,„„ W•na,L 0evelo 1.1 at 00: •n.un:Oe Jt n. ,.U) a.:I : WH IPPOOR WILL WOODS D••Ma:Ni1110lx n•ww 16710•06111611.1. CO MOOD[ I Saul•a5 1,511..0." I& • I I V W.M.SOURCE a 11I UV J-9 PS•0 1.us.rsn - ' I 1-10 %to VINO TO•ca x,a W � • JUL 3 0 2002 • • P8 .-=— Project Engineer.S Robert Weeks,P.E. Title:Whippoorwill.Lane Corridor Study Potable Water Sean a Robert v5,0 e ks,P.E. 06/141038:21:4 AM 02.Ha Waldrop Engineering,PA +1-203-755-1668 0 g5 1 of 1 06/14102 08:21:47 AM C Haestad Methods.Inc. 37 Brookside Road Waterbury,CT 06708 USA Packet Page-810- _ 3/12/2013 11 .C. Scenario: Base Steady State Analysis Junction Report Label Base Flow Calculated Pressure Pressure (gpm) Hydraulic Grade (psi) Head (ft) (it) WHIPPOORWILL WOODS 1,677.60 139.93 60.54 139.93 FUTURE AREA 3 22.60 140.50 60.79 140.50 WHIPOORWILL PINES 69.10 142.06 61.46 142.06 FUTURE AREA 2 36.00 142.22 61.53 142.22 AREA 2 CONN. 0.00 142.23 61.54 142.23 J-9 0.00 143.14 61.93 143.14 ARLINGTON LAKES 99.90 143.83 62.23 143.83 FUTURE AREA 1 23.00 144.49 62.51 144.49 WHIPPOORWILL LAKES 199.00 145.37 62.90 145.37 HOSPICE 2.70 145.79 63.08 145.79 CHURCH 4.50 148.06 64.06 148.06 J-1 0.00 150.15 64.96 150.15 J-10 0.00 150.15 64.96 150.15 -.- AGENDA ITEM -t JUL 3 0 2002 • Pg. 3 , a Title:Whippoorwill Lane Corridor Study Potable Water Project Engineer. can Robert Weeks.P.E. d:t_.Viire 3 cc 2001 6-14-02.wcd Waldrop Engineering,P.A WaterCAD v5.0[5.0032) 06/14/02 07:32:00 AM m Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Packet Page-811- 3/12/2013 11 .C. Scenario: Base Steady State Analysis Pipe Report Label Length Diameter Material Hazen- Discharge Pressure Headloss Velocity (ft) (on) Williams (gpm) Pipe Gradient (Ills) C Headloss(f1/1000ft) (ft) P-1 10,00 24.0 PVC 150.0 1,174.75 0.00 0.09 0.83 P.2 527.00 12.0 PVC 120.0 1,174.75 2.09 3.96 3.33 P-3 578.00 12.0 PVC 120.0 1,170.25 2.27 3.93 3.32 p.4 106.00 12.0 PVC 120.0 1,167.55 0.42 3.92 3.31 P-5 319.00 12.0 PVC 120.0 968.55 0.88 2.77 2.75 P-7 925.00 12.0 PVC 120.0 740.55 1.56 1.69 2.10 P-8 359.00 12.0 PVC 120.0 717.95 0.57 1.59 2.04 P-9 1,179.00 12.0 PVC 120.0 959.65 3.21 2.72 2.72 P-10 2,573.00 12.0 PVC 120.0 959.65 7.01 2.72 2.72 P-11 10.00 24.0 PVC 150.0 959.65 0.00 0.06 0.68 P-12 247.00 12.0 PVC 120.0 945.55 0.65 2.65 2.68 P-13 744.00 .12.0 PVC 120.0 845.65 1.60 2.15 2.40 P-14 86.00 12.0 PVC 120.0 809.65 0.17 1.99 2.30 P-15 1.394.00 12.0 PVC 120.0 36.00 0.01 0.01 0.10 AGE:(y0A ITEM Na JUL302002 pg. Title:Whippoorwill Lane Corridor Study Potable Water Projed Engineer.Sean Robert Weeks,P.E. Waldrop Engineering,PA WaterCAD v5.0[5.0032) d:�..�fire 3 cc 2001 8-14-02.wcd P 9 9, 06/14/02 07:32:07 AM C Haestad Methods.Inc. 37 Brookside Road Waterbury,CT 06708 USA .1.203-755-1666 Page 1 of 1 -- Packet Page -812- _-- • 3/12/2013 11 .C. WHIPPOORWILL LANE CORRIDOR MASTER PLAN STUDY SECTION FOUR: WASTEWATER Wastewater Introduction The Whippoorwill Lane Corridor Master Plan Study has been implemented in an effort to determine the wastewater infrastructure facilities required to support existing and future development of properties in the study area. This section will discuss existing conditions and the future conditions for the wastewater system based on the criteria outlined in Section Two. Existing Conditions An existing 10"forcemain is located within the existing Whippoorwill Lane right-of- way. This forcemain has been extended to serve the first phase of Whippoorwill Lakes PUD. This forcemain is an extension of and connected to the Collier County owned and maintained wastewater transmission system located within the Pine Ridge Road right-of way. An existing 16"forcemain is located within the Pine Ridge Road right-of-way. This existing 16" forcemain will also be utilized by the developments along the Livingston Road right-of-way. Reference Exhibit 2-1 for the location of these existing forcemains. In the hydraulic models, the connection point for the Whippoorwill Lane forcemain is shown at the 16" forcemain along Pine Ridge Road. The pressure at this point of connection was assumed to be 92.5 feet of head (40 psi). This pressure was assumed based on the information obtained from the Collier County Government Public Utilities Engineering Department 2001 Water Master Plan Update. This update indicated that the pressures along Pine Ridge Road will be as follows: Scenario 2006 2021 Peak Demand Hydraulic Model 40 psi 46 psi Proposed Conditions A hydraulic model was prepared to analyze the peak build-out demands within the proposed forcemain along Whippoorwill Lane. An extension of the 10"forcemain along Whippoorwill Lane will provide adequate capacity for the wastewater system. The extension of the forcemain will occur in two phases: Phase One Phase One involves extending the 10"forcemain to the terminus point at the northern boundary of Whippoorwill Pines. AGENEM JUL 3 0 2002 4-1 P$•, — _ ___.______.__._._. _.. Packet Page-813- 3/12/2013 11 .C. WHIPPOORWILL LANE CORRIDOR MASTER PLAN STUDY Phase One includes the existing developments along Whippoorwill Lane that are served by the existing 10" forcemain in addition to the proposed developments for Arlington Lakes,Future Development Area 1, Whippoorwill Lakes, and Whippoorwill Pines. Reference Exhibit 4-1: Hydraulic Analysis—Whippoorwill Lane Forcemain Phase Two Phase Two involves extending the 10"forcemain to the terminus point at the northern boundary of Whippoorwill Woods. Phase Two includes the existing and the Phase One developments along Whippoorwill Lane in addition to the proposed developments for Future Development Area 2,Future Development Area 3, and Whippoorwill Woods. Reference Exhibit 4-2:Hydraulic Analysis—Whippoorwill Lane Forcemain Livingston Road Forcemain The developments along Livingston Road will be served by a proposed 8" forcemain within the Livingston Road right-of-way. The forcemain will connect to the existing 16" forcemain along Pine Ridge Road. The design and approval of this 8"forcemain was previously coordinated with Collier County Public Utilities Engineering Department. The wastewater flows were estimated and compared to the velocities of different size pipes. The estimated flows have been updated to reflect the latest information for this area. The spreadsheet shows that an 8" forcemain is adequate to serve the peak build-out demands for the Livingston Road developments. Reference Exhibit 4-3: Hydraulic Analysis—Livingston Road Forcemain Downsizing of the proposed force main is possible,but cannot be accurately determined at this time. It is suggested that downsizing be considered and determined during the Collier County construction improvements review and approval process with an emphasis on using up-to-date system pressures and actual flows. A(;EtJD�.tTE1a No._- JUL 3 0 2002 4-2 P¢ ---- Packet Page -814- . 3/12/2013 11.C. WHIPPOORWILL LANE CORRIDOR MASTER PLAN STUDY WASTEWATER ANALYSIS ❑ WASTEWATER DEMANDS O EXHIBIT 4-1 HYDRAULIC ANALYSIS:WHIPPOORWILL LANE FORCEMAIN ❑ EXHIBIT 4-2 HYDRAULIC ANALYSIS:LIVINGSTON ROAD FORCEMAIN AGENDA ITEM tl 1 JUL 3 0 2002 Pg. q r1 __..____ .__ _ Packet Page-815- 3/12/2013 11.C. 1 L N FF N o O b ti m O Mg 3 N ^ N O Q f - p f A Y LL N ^ = A - �r O A r 0 o m e U T� _ N n N 4 o N O 1p O O O- O^ 7. g ` -• 8 : ^ YNf V a Q m t7 N. ^ g l N n d§ 1� <o V P�: O Z g QQ }q{ ozvz o . ogg' o T. ,2, o o m o = >120 o 'r'• g n - m g f1� N O r' Cq' O GD O n ,4 ' N O�GQ h f N A C u D 1 a N -C S 2 o $ = 2 .. : o a N N d CZ ii 4 2 2 M F,• q p 2 n N W j_� N ~ all • a O z z 5 g u O s lug' g N m g &— m iiiiiici:iiiili1IliIlIIIIII 3 i a EiliiI1Ill111IEIiIII1II1I1It r c a u IIII1llhI!IIII1I11I1I1IIIIIit; Oo a o u N yyy yN W_ M CC C 4 G oIL`O 2 (§ a 2 V w w 1> °-I .. Lz 7 JITFlM 9 4 m fr ° N r, j `' C � JUL 3o2002 o O d a _ _ - Packet Page-816 .. 3/12/2013 11.C. WHIPPOORWILL LANE CORRIDOR MASTER PLAN STUDY EXHIBIT 4-1 HYDRAULIC ANALYSIS:WHIPPOORWILL LANE FORCEMAIN AGENDA ITEM JUL 3 0 2002 ��.._ Packet Page-817- 3/12/2013 11.C. Scenario: Base EX. 16"F.M. H.e4..w:112.0 R _ 40 psi PINE RIDGE ROAD ROW 0. :1-1 ! e Dina ERLAND PUD LN. P N F D I - i i•I s.i PINE 1 FEERT ! ' R/OGE; RINDGE PINE Va<W `�^.:� ; COLA I CTR. CENTER ; WEST i CTR. ` i 1 CHURCH 1 ! wt.,•11.70 00- ' 2 1 �. �! 1£A GATE BAPTIST 11 . Q.' CHURCH •E i5 HOSPICE ,�' herpn:PS.52►Y Mawr 4.00►►- r 3 01 (NOSPt:EHOUSE OF NAPLES N a''; WHIPPOORWILL LAKES �! A...n:0a t►r 1 1 haor-002.0l 0►- PICTURE FUTURE AREA 1 i • DEVELOPMENT h.rUn:AO.►Spe MA TRW 000 AREA Ma.. t In Bp i jm PRESERVE ; !a,w WHIPPOORWILL LAKES • ARLINGTON LAKES I ; 3 , P. \ , sun:. p,t 7S. Mlle.•20220 Ep. I 7 1 I-7S ROW ti 1 CL I I ! a CANDLE FAIRLY FUTURE AREA 2 0•0i it R�ru-:�E3S►V i d«' _ i MIINCTONLAKES ; • WHIPPOORWILL PINES O, • R•sus:40.S1•111 Mawr.140.000►n i D I FUTURE I 2; WNIPPDOR WILL DEYEL°PMEN • �I � CANES PREA2 I DI a " NORSE FARM i 20.00.4 Ac. e AREA FUTURE i FUTURE AR 3 I• h.rp n:.:11gte DEVELOPMENT O:� h0wr-.S.70 ppr AREAS I 0 3 WHIPPOORWILL WOODS I Wittman;a022 pa 1 MIA..3S BOO'pre • I WHIPPOORWILL BALMORAL/ALEXANDRIA i WOODS I , I ! 1 ! I . KENSINGTON CANAL, 1 AGENDA t Mo. a . LNINOSTON VILLAGE . JUL 3 0 2002 . A Title:Whippoorwill Lane Corridor Study Sewer Project Engineer.Sean Robert Weeks.P.E. d:1...lwhip master sewer cc 2001 6-14-02.wcd Waldrop Engineering,PA WaterCAD v5.0 15.0032) 06l14/D2 08:23:14 AM C Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 ._. ___. . - Packet Page-818- _._ -- 3/12/2013 11 .C. Scenario: Base Steady State Analysis Junction Report Label Base Flow Calculated Pressure Pressure (gpm) Hydraulic Grade (psi) Head (R) (ft) J-1 0.00 92.48 40.01 92.48 CHURCH 11.70 98.87 42.78 98.87 HOSPICE 7.00 105.20 45.52 105.20 WHIPPOORWILL LAKES 402.80 106.97 46.28 106.97 , FUTURE AREA 1 46.70 108.47 46.93 108.47 ARLINGTON LAKES 202.20 109.87 47.54 109.87 FUTURE AREA 2 72.80 111.71 48.33 111.71 WHIPPOORWILL PINES 140.00 112.13 48.51 112.13 FUTURE AREA 3 45.70 113.46 49.09 113.46 WHIPPOORWILL WOODS 359.60 113.76 49.22 113.76 • AGENDA ITEJ.f --- No. 1 c/ a- t, JUL 3 0 2002 • Pi. 51 I Title:Whippoorwill Lane Corridor Study Sewer Project Engineer.Sean Robert Weeks,P.E. d:l..\whip master sewer cc 2001 8-14-02.wcd Waldrop Engineering,PA WaterCAD v5.0(5.00321 06/14/02 07:35:22 AM m Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 ..._____. ......_. Packet Page-819- 3/12/2013 11 .C. Scenario: Base Steady State Analysis Pipe Report Label Length Diameter Materiat Hazen- Discharge Pressure Headloss Velocity (ft) (in) Williams (gpm) Pipe Gradient (ft/s) C Headloss(ft/1000ft) (ft) P-1 10.00 24.0 PVC 150.0 -1.288.50 0.00 0.11 0.91 P-2 559.00 10.0 PVC 120.0 -1,268.50 6.39 11.42 5.26 P.3 564.00 10.0 PVC 120.0 -1,276.80 6.34 11.23 522 P.4 159.00 10.0 PVC 120.0 -1,269.80 1.77 11.12 5.19 P.5 274.00 10.0 PVC 120.0 -867.00 1.50 5.49 3.54 P-6 282.00 10.0 PVC 120.0 -820.30 1.40 4.95 3.35 P-7 626.00 10.0 PVC 120.0 -618.10 1.83 2.93 2.52 P.8 184.00 10.0 PVC 120.0 -545.30 0.43 2.32 2.23 P.9 987.00 10.0 PVC 120.0 -405.30 1.32 1.34 1.66 P-10 283.00 10.0 PVC 120.0 -359.60 0.30 1.07 1.47 AGENDA ITEM Na. l F JUL 3 0 2002 Pg.., user= _. Title:Whippoorwill Lane Corridor Study Sewer Project Eng z"°r Sr''°~J' d:l..\whip master sewer cc 2001 5-14-02.woi Waldrop Engineering,PA WaterCAD v5.0[5.0032) 06/14/02 07:35:31 AM C Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA *1-203-755-1666 Page 1 of 1 Packet Page -820- 3/12/2013 11.C. WHIPPOORWILL LANE CORRIDOR MASTER PLAN STUDY EXHIBIT 4-2 HYDRAULIC ANALYSIS: LIVINGSTON ROAD FORCEMAIN AZENDA ITEM JUL302002 Alow Packet Page-821- 3/12/2013 11 .C. N O i 3 m I cr T J O N U . O 07. Q 0. 3 E cO L‘:1) 01 Y LL CT CCO N CD c9 m a O u_ 1-, C) q CO M CP tD• P-7 ] T Q 01 ti N CO N b' O N > W O o 1111111111111111111111111111111111111111111111111111 o 'IL" tllhl:1FIIl11IlI1IIlII I- g i..iiilII$UIIIIU URUII1I� i t I 1Ii1i1i1iIiIiIIlII1IIlI1 0 � ��o csi 0 W m 2 O ui ch co p Z (n 11iIiIIIIIIIIIIIL J m m *I' CO CO O CC C y Il 0) C a 0 W =o 1IIIIIIIIIILlIIIi a_ to IA fit O e le O cc U n It y � N N CC m y O G _ m • IZ 5 Lai •• 3 m o h H C O 0) m m i o U m Y m to °o m Q a U y I- a Iliijoi co m z 0 Q; d JUL 3 0 2002 a e 5 Packet Page -822-___ __ .. 3/12/2013 11 .C. WHIPPOORWILL LANE CORRIDOR MASTER PLAN STUDY SECTION FIVE: TRANSPORTATION STUDY ELEMENT Transportation Study Introduction The Whippoorwill Lane Corridor Study has been implemented in an effort to determine the minimum transportation infrastructure facilities required to support existing and future development of properties in the area. This study will discuss existing conditions, future conditions and anticipated traffic generation, proposed design standards and pavement cross- sections, access management, proposed construction phasing, and necessary permitting for the roadway. Existing Conditions The entire Whippoorwill Lane Corridor Study area comprises approximately 578± acres of varying ownership and zoning designations. The study area lies within northern Collier County (Section 18, Township 49 South, Range 26 East) and is located south of Pine Ridge Road, east of Livingston Road, west of Interstate 75 and north of the Kensington Canal. Only those properties having existing or proposed access to Whippoorwill Lane south of the Sea Gate Baptist Church will be included in the Transportation Study Element of this Master Plan. Those properties having existing or proposed access to Whippoorwill Lane include the following: Whippoorwill Lakes PUD, Whippoorwill Pines PUD, Whippoorwill Woods PUD, Arlington Lakes PUD, the Hospice of Naples, and Future Development Areas 1, 2, & 3. Future Development Area 1 currently consists of several single family residences. Future Development Area 2 consists of the Southern Exposure of Naples, Inc. and Future Area 3 contains a single family residence. A portion of the Whippoorwill Lakes PUD has already been developed as The Reserve of Naples. Arlington Lakes will also have access provided from Livingston Road for the western portion of this PUD. Arlington Lakes is split by a north-south wetland flowway. Those properties not included in this Transportation Study Element of the Master Plan are the Pine View PUD, Sutherland PUD, Balmoral/Alexandria PUD, Sea Gate Baptist Church, and those other properties not having direct connection with the Whippoorwill Lane corridor. The Pine View PUD, Sutherland PUD, and Sea Gate Baptist Church have not been included since they already or will access the existing dedicated Whippoorwill Lane right-of-way. Currently, the improved Whippoorwill Lane extends south from Pine Ridge Road approximately 1800 feet. It terminates south of the current entrance to Whippoorwill Lakes PUD (The Reserve of Naples). This section of Whippoorwill Lane consists of two 12-foot asphalt lanes with open swale drainage on each side. This also represents that portion of Whippoorwill Lane that is Collier County maintained. This section of roadway was resurfaced in 2001 by the developer of the Reserve of Naples. The Pine Ridge Road intersection was improved as part of the County's six laning of Pine Ridge Road completed in 2001. The remainder of Whippoorwill Lane i unimproved dirt road terminating at the Kensington Canal. A�9 ITEM JUL 3 0 200 F:VOBIWHIPPOOR\DWS\Study612.doc 5-1 LNtpI. Packet Page -823- 3/12/2013 11 .C. SECTION FIVE: TRANSPORTATION STUDY ELEMENT Current traffic levels generated by the existing study area are low, given the extent of existing development. This traffic is limited to the Hospice of Naples, The Reserve of Naples, Southern Exposure of Naples and a few single family residences. Current access points on Whippoorwill Lane are shown on Exhibit 5-6. Proposed Conditions Development has already begun in the Whippoorwill Lane corridor with 300 multi-family units at The Reserve of Naples. The development along this corridor can be expected to continue over the next few years. Following is Table 5-1 with a listing of the proposed developments which will be served by Whippoorwill Lane. It is anticipated that full development (based upon maximum units allowed by current PUD and estimates of potential units in existing agricultural zoned areas) will generate an average annual daily traffic level of 10,172 vehicles per day. This also results in a peak hour directional traffic volume of 629 vehicles per hour. This meets a Level of Service"C"in accordance with FDOT standards for a two lane roadway. In conjunction with Whippoorwill Lane, it can be anticipated that Future Development Area 2 will also utilize Nighthawk Drive for access. Other possible users of Nighthawk Drive may include Whippoorwill Lakes PUD and Whippoorwill Pines PUD for construction or secondary accesses. The proposed improvements to Nighthawk Drive have not been included in this Study, but it is anticipated that it will be developed as a two lane rural local street. Nighthawk Drive is currently unpaved. Any improvements to Nighthawk Drive would be the responsibility of those proposing to use this local street connection to Whippoorwill Lane The following standards are proposed for the design and construction of the Whippoorwill Lane improvements: 1. Design speed of Whippoorwill Lane shall be 40 miles per hour (MPH) with a posted speed limit of 35 MPH. Travel lanes of 12 feet will be utilized. 2. Turn lanes are to be provided in general accordance with Collier County policy for two lane roadways. Left turn lanes will be provided whenever the peak hourly volume of turning movements is 20 vehicles or more. Right turn lanes will be provided whenever the peak hourly volume of turning movements is 40 vehicles or more. 3. Turn lanes will be designed per the Florida Department of Transportation (FDOT) Index 301. An 11-foot turn lane width will be utilized. Turn lanes will include a 155 foot deceleration length (including a 50 foot taper) and a queue length. A 50 foot queue is to be provided for all right turn lanes. Left turn lanes will provide a two minute queue with a 50 foot minimum length. A 60 foot control radius will be used for the left turn movements and 25 foot control radius for right turn movements. These turn lanes have been identified on Exhibits 5-4& 5-5. Provisions will be made for future north bound left turn and right turn lanes as required if Whippoorwill Lane is extended southward for future connections to other roadways as depicted on Exhibit 5-6. Ate T JUL 3 0 2002 F:UOB\WHIPPOOR\DWS\Study 6l2.doc 5-2 VI—ME =_ Packet Page-824-__ 3/12/2013 11.C. SECTION FIVE: TRANSPORTATION STUDY ELEMENT 4. The proposed clear zone for all permanent objects in the right-of-way is 10 feet based upon the FDOT Manual of Uniform Minimum Standards. 5. The maximum longitudinal change in grade without using a vertical curve shall be 0.80% in accordance with the FDOT Manual of Uniform Minimum Standards. The minimum grade is to be 0.3% and maximum grade is 0.4%. The standard pavement cross slope will be 2% with applicable modifications at intersections. 6. Access management should be in general accordance with Collier County Resolution No. 01-247 for Class 6 without Median Restrictions.The minimum driveway connection spacing should be 220 feet; the connection spacing for single family residence drives shall be 30 feet. Modifications to the driveway connection spacings may be necessary to accommodate turn lanes or existing conditions. Exhibit 5-6 shows the anticipated access points. These access points will be further refined during the design process. 7. Lighting will be provided at all driveway entrances on Whippoorwill Lane as specified in the applicable PUD documents or Land Development Code requirements. Lighting for a single family drive will not be required. 8. Landscaping within the right-of-way will be permitted with Collier County individually by each property owner and in accordance with applicable PUD requirements. 9. Roadway drainage shall be provided by valley gutters or curb on both sides of the pavement. Valley gutter or throat inlets will be provided for discharge to a closed piped system. It is proposed that all roadway stormwater north of Nighthawk Drive will be routed through Whippoorwill Lakes PUD for quality treatment and attenuation. Roadway drainage south of Nighthawk Drive will be routed through the Whippoorwill Woods PUD system. 10. Off-site drainage from existing and proposed development north of the Study area (i.e., Seagate Baptist Church, Pine View PUD, the Hospice of Naples and the residential property south of the Hospice of Naples) will be through an open swale along the west right-of-way to Nighthawk Drive. At Nighthawk Drive this drainage would then be routed under Whippoorwill Lane to the south side of Nighthawk Drive and along Nighthawk easterly to discharge into an existing culvert and swale. This is in general accordance with the existing drainage patterns in the area. For additional information on drainage in the Study area, see the Drainage Study Element of this report. AGENDA ITEM T1" 14ck.. JUL 3 0 2002 F:UOB\WHIPPOOR\DWS\Study612.doc 5-3 Wt.AtPT Packet Page-825- 3/12/2013 11 .C. SECTION FIVE: TRANSPORTATION STUDY ELEMENT 11. Pedestrian and bicycle facilities are to be provided by a five foot wide sidewalk on both the east and west sides of Whippoorwill Lane. These sidewalks will be provided from the north property lines of the Hospice of Naples and The Reserve of Naples to the south terminus of Whippoorwill Lane at Whippoorwill Woods PUD. The construction of the west sidewalk north of the Hospice of Naples to Pine Ridge Road will be the responsibility of the Pine View PUD developer. It is proposed to construct a five foot sidewalk on the east side north of The Reserve of Naples to Pine Ridge Road as a part of the first phase of the proposed Whippoorwill Lane improvements. This will be dependent upon adequate room in the existing right-of-way and if necessary the ability to obtain a sidewalk easement outside of this right-of-way for construction (Seagate Baptist Church, the Knights Inn and Chevron Gas Station). 12. Water and wastewater facilities are to be provided in the right-of-way for the proposed development. See the Utility Study Element for additional information. A water main will be located on the west side and sewage force main on the east side. Construction Phasing The proposed Whippoorwill Lane Roadway improvements will be completed in two phases and in conjunction with the utility construction described in the Utility Study Element. The initial phase will consist of the roadway improvements from the existing improved roadway south to Nigh Hawk Drive. Improvements will include a left-turn lane at the existing Whippoorwill Lake PUD (The Reserve of Naples) entrance, a right turn lane at the proposed Arlington Lakes PUD entrance, a left turn lane at Nighthawk Drive and a left turn lane at the proposed south entrance to Whippoorwill Lakes PUD. The proposed roadway cross-section for this segment is illustrated on Exhibit 5-2. A five foot sidewalk will be provided on both the east and west sides from the north property lines of the Hospice of Naples and Whippoorwill Lakes PUD south to the terminus of the Phase 1 construction. The east sidewalk will be constructed northward to connect to the existing Pine Ridge Road sidewalk. The interceptor swale for off site drainage and the outfall along Nighthawk Drive will be constructed during this Phase along with the utility extensions. A cross section of the existing right-of-way is shown on Exhibit 5-3. Phase 2 of the project will consist of construction of Whippoorwill Lane from Nighthawk Drive south to its terminus at the Whippoorwill Wood PUD entrance. The proposed utilities would be extended southward in conjunction with the roadway improvements. Improvements will include a left hand turn lane for Whippoorwill Pines PUD and a northbound left turn lane for Arlington Lake PUD and the roadway will terminate with a left hand turn lane at Whippoorwill Woods PUD. Sidewalks will be extended southward from Nighthawk Drive on both the east and west sides. The proposed roadway cross-section for this segment is illustrated on Exhibit 5-1. > Ce • JUL 3 0 2002 Pa 5; F:\JOB\W HI PPOORIDWS\Study612_doc 5-4 __ Packet Page-826-_. _. 3/12/2013 11.C. SECTION FIVE: TRANSPORTATION STUDY ELEMENT Permitting Permits for the proposed construction of the Whippoorwill Lane Roadway improvements will need to be obtained from Collier County, South Florida Water Management District (SFWMD), Florida Department of Environmental Protection (FDEP)and the U.S. Army Corps of Engineers (COE). A Collier County Right-of-way permit will be obtained to construct each phase of the roadway and would include roadway, utility, drainage, landscape and lighting requirements. Surface Water Management Permit modifications will be necessary to route the proposed roadway drainage through Whippoorwill Lakes PUD and Whippoorwill Woods PUD as previously discussed. The permitting for the SFWMD permit will be done in conjunction with the COE as applicable. An FDEP Stormwater Pollution Control Plan Permit will be obtained. AGENOA ITEM,/ 130 0 JUL 3 0 2002 F:UOBIW K1PPOOR\D WS\Study612.doc 5-5 Packet Page -827- 3/12/2013 11 .C. 2 a ± — / / § & \� E E 2 } k e f 8.-g ua 0 % . - � -0 L.... §� ~ U .2 F, , ; / § 5$ 0 9 9 A f k is C t I \ = 'S-S f p . £ & � a k d L U J � �0 SO k E _ 3 _ i \\en rs L © 0 n \ . $ ci. _ k3 a. © I m Q 2 tii LE - - I- ~ 0 z £ 7 7 2 ] _ _ 2 • f ' c «- f _ ea 0 3 a eV / { ] \ - \ƒ ~ §£ < \ a m < < < < 4 < /i 2 \7\\ z z z z e 2 FE n 8 � & < j } § \ \ 7 i k\ _ z § — _ vo as © . § a 2 % § " 2 < 3 ) 2 k « E \ \ )] / Z _co — _ z z z - • 0 / / feS a �_ % t� O u. \ ] R 2 2 �/ 2 R u j 2 D • § w /13. �0 2 � 2 Dij§ <. o ° § 19 •\ §\k\ E $ ITEM t.it fi -\ _ k \_ 2 > k2 » § § j } } \• 1 J[ ] 2 �� 0 ± / j \ K — - \ / \ / 5 \ ] z \ / \j § _ Packet Page-828- -• . . - 3/12/2013 11.C. I CLEARING LIMITS 1 I PROPOSED 80' RIGHT OF WAY I t 1 12' I2' 1 I 17'• 5' 8'• TRAVEL LANE TRAVEL LANE 8' 5' g'• 1' LEVEL 1' LEVEL I y .< 2' VALII'II CUTTER .-<'' +I 3 O u o p 1 L.!v U0 I 1 MATCH EXIST. MATCH EXIST. 3 ....... 2— —x-27. 27. 2� —. I GRADE 11.0± GRADE 11.0 t � 1�' �/ "'J i 3 NOTES 1- TYPE S HI ASPHALTIC CONC. • WHERE RICHT OF WAY IS LIMITED TO 70 FT. (I.E. FUTURE DEVELOPMENT AREA 1). 1. ASPHALT STRUCTURAL COARSE. TYPE S STORM SEWER PIPE TO BE USED IN LIEU. OF OPEN SWALE BACK OF SLOPE TO _ GRADE : 9' AND BACK OF CURB TO INSIDE SIDEWALK EDGE .. 6'. TO CONTAIN 10 LIMEROCK BASE LBR 100. 98Z DENSITY WORK WITHIN THE RIGHT OF WAY. 12' STABILIZED SUBGRADE LBR 40 WHIPPOORWILL LANE PHASE 1 CONSTRUCTION TYPICAL SECTION B—B N.T.S. . EXHIBIT 5-2 ICLEARING LIMITS I I I t PROPOSED 80' RIGHT OF WAY t I12' 12' I 9' 5' 12' TRAVEL LANE TRAVEL LANE 12'• 5' 9'• 1 - I_ 1 I' LEVEL1 t1' LEVEL IT t J Y t ! < 2' VALLEII GUTTER .< i if W 0 0 0 Q I u v+ 2% 2% 2% 27. urn 1 MATCH EXIST. MATCH EXIST. 3 ,�� 3• GRADE 11.Ot GRADE 11.0 t Itr _ "r -,t1 NOTES; 1' TYPE S III ASPHALTIC CONC. • WHERE RIGHT OF WAY IS LIMITED TO 70 FT. (LE. FUTURE DEVELOPMENT AREA 3). 1- ASPHALT STRUCTURAL COARSE. TYPE S REDUCE DISTANCE FROM 12' TO 5' AND 9' TO 6' FOR THE BACK OF CURB t0' LIMEROCK BASE LBR 1M1 4R2 E1Cr Krty TO INSIDE SIDEWALK AND BACK OF SIDEWALK TO RIGHT OF WAY, RESPECTIVELY USE 2:1 SLOPE IN THIS AREA AS APPLICABLE. 12" STABILIZED SUc ' 10 LA^ WHIPPOORWILL LANE PHASE 2 CONSTRUCTION H TYPICAL SECTION A—A JUL 3 0 2002 N.T.S. A //"" EXHIBIT 5-1 pg. ( 0i MOO=.t N.lT� .,r Q. GRADY MINOR AHD LOCUM,, P.A. WHIPPOORWILL LANE - a- ••,' 19- ntr.,M . Arr. •-.r' c1Ml.of MS• I.' sumacs. mums =`yc TRANSPORTATION STUDY ELEMENT m. Loon :tmtQ MONA a.o, EXHIBITS 5-1 & 5-2 JOD COOL 1 J T .' w:..-... •name:Ta%..+-n.r •%2:4 ww+L OaS'@ r¢2 N W C Watt N.T.S - doOfIDlo�O ca[TVKa71t a umwaater O oeoE+V DR11R11D IN1®(T 1 r 2 ..... .. .... ...,. .... ... JUNE. 2002 wrPROSEt Packet Page-829- 3/12/2013 11.C. 11' RICHT 6' CONC. TURN LANE SIDEWALK 2' LEVEL PAVEMENT SECTION PER 2_% -�2Z MATCH EXIST. MAINLINE ROADWAY. --..I GRADE 11.0* 2 TYPE 'F' CURB WHIPPOORWILL LANE RIGHT TURN LANE DETAIL N.T.S. - EXHIBIT 5-5 12' 11'1' 12' TRAVEL LANE TURN LANE TRAVEL LANE , 0 ri • ROADWAY SHALL BE TRANSITIONED IN DI ACCORDANCE WITH FDOT STANDARD INDEX NO. 526. SHEET 2. WHERE Ld z STANDARD - 240 FT. AND Ld MINIMUM UNDER RESTRAINTS = 150 FT, cc W r 2 2Z UI 2Z PAVEMENT SECTION PER MAINLINE ROADWAY. WHIPPOORWILL LANE LEFT TURN LANE DETAIL N.T.S. EXHIBIT 5-4 w� EXISTING 60' RIGHT OF WAY I 2 J 12' EXIST. 12' EXIST. Cc! 5' 13't TRAVEL LANE TRAVEL LANE 13'± 5' 0 al ► x 1 Y 6 z W PROPOSED SIDEWALK 1 0 0 O N AS PART OF PHASE ' c.)t71 1 CONSTRUCTION AGENT() rl FUTURE SIDEWALK BY PINE ------I -- VIEW PALO. (MAY MEANDER EXIST. SWALE EXIST. SWALE SIDEWALK INSIDE PROPERTY WITH APPLICABLE LANDSCAPE BUFFER EASEMENT DISPLACED WHIPPOORWILL LANE _ JUL 3 0 20Q2 TOWARD THE ROAD RIGHT OF - ! WAY. EXISTING SECTION C—C rrll 1 ,,--- EXHIBIT 5-3 , .....Int 1.1.11. ; Q. GRADY Y�1OR AHD ISSOCIA1S , P.A. WHIPPOORWILL LANE MASTER PLAN STUDY m"M sr ~r". _-:4----.:":C: q411,p • gyp sIPVL1»es. plAwmis TRANSPORTATION STUDY ELEMENT urmvm M.lr. `: _ Porch Ti �i14 0404 EXHIBITS 5-3. 5-4 & 5-5 dx COCG rttpf -nor*:Tea►:�=i/« ►_.:ROO»+cena ![Atd: M.T.i - '-04001a.7d0 cBtvlent M NNNOInn 011 Q 0005.11111 MU Jt1IIE.2007 I Mi'col& I dtANfl Cteelt 2 + 2 s IWETDIG erzins'r1 OT 4vnw4112nvIl Id 01206t11 . Packet Page-830- •_ .-_ 3/12/2013 11 .C. LI YIN CS TON ROAD RICA 1-Of•-WAY =e a,. ' I °� .rCC. ya? oMne�n 1 1 1 ° rod Y » L �':A . b ',a t 1 Ft I' 1 1 "40 4 19 1 I 1 wiM� 1 o 1 I 1 ig 1 �e---•---1 a I Cy1 1 J F. LI a& D I o 1 0,. " �' I a i J e 1 1 a � «i+A u er�c ^z o l n 1 I =1 c 1� . 1 t t Po �1��� - � 1� ��'—yam �� - ®,- ♦ f,j.� -gE 1 c i I 1 m A s 1 z x t o . 1 , -.I C •A 7 l• 8i'A e(F----) Li 1 •• VS I ✓ .�.OI c--] 1 T at 1 d ' 1 1I ..._.____) UIIII : L - 1-75 Mil-OF-WAY ___---------------------_____ Y 4 r O I ll.1 -1 gg a 28i 1 g :.;.,1,s o 1J.o^£ A I _ .� i• ^ M ° i • t a i0 m + h` ° A c 140) r A ^ �o 2 1 o . y U �N Y 00?b a, . ..;:fir-: lJ DIMCNI:D Dr. N-i 1. ' �. ..WXIPP00R WILL; :E C88 r rai 4 Q. GRdDY.1dNOR;AHDiASSQCIEFS,41).A�• y •• • ktx:} : avn.D6M=i. U.11D.suR 012 • rumass:,?e V......*-.,' ::-IL4STER�P 1 AITROMt N.J.T. R•�iyr ae00'-nA'1nsVleer i .�:,�t4'.I GM tr, • FNRA swINTIL TOn 541:7:. ! TRANSPORTATION STUDY ELEMENT Jot C0D[ Wt 1 1'11Y1W: tlra I 1141.I:i AX1!p:ANIwT.. 7W c. ` - ic11L 1- - 4100. ,' swam cowman ar•w•w•snw I•mow. DAT[ na Lila' DRAWING NUMBER I - I ••w•r nrwr•n••ams"."w+u MONA, Iii' .; .UN[. 7DOt RY"I Packet Page -831- 3/12/2013 11 .C. WHIPPOORWILL LANE CORRIDOR MASTER PLAN STUDY SECTION SIX: DRAINAGE STUDY ELEMENT Drainage Study Introduction This element of the Whippoorwill Lane Corridor Master Plan Study is intended to determine water management infrastructure needs to support existing and future development in the corridor study area. Included in this discussion will be consideration of existing conditions, proposed conditions post-development, existing constraints to stormwater conveyance, phasing requirements and proposed design standards for stormwater conveyance facilities within the study area. Existing Conditions The Whippoorwill Lane Corridor Study area encompasses the majority (578± acres) of Section 18, Township 49 South, Range 26 East in northern Collier County. It is located south of Pine Ridge Road, east of Livingston Road, west of Interstate 75 and north of the Kensington Canal. Stormwater conveyance capacity will be considered for all properties within the study area, however some properties along Pine Ridge Road and Livingston Road will discharge to those road right-of-ways on an interim or permanent basis. Existing development within the study area consists of: hotel, service station/convenience store and restaurant uses adjacent to Pine Ridge Road and east of Whippoorwill Lane (Sutherland Center PUD); the Hospice of Naples on the west side of Whippoorwill Lane and several existing single family homes. A representative sample of existing finished floor elevations were obtained from the existing buildings Table 6-3. The existing drainage system serving the Sutherland Center flows in several directions. The projects east of the center entrance (Lawson Way) at Pine Ridge Road flow to the eastern end of the project, through the Best Western Hotel site and into a small lake. Quality and quantity treatment is provided prior to discharge into the 1-75 right-of-way via the on-site wetlands. It then flows through existing drainage pipes under 1-75 to the D-2 canal. The gas station west of the center entrance and the IHOP restaurant adjacent to it discharge to Pine Ridge Road. The remaining areas discharge to Dudley Drive and/or Whippoorwill Lane and flow westward to Whippoorwill Lane. For purposes of this analysis, we have assumed a split in areas as shown on the attached Table 6-1. Drainage from the Hospice site and the adjacent residential homes flows west to a large existing lake west of the existing residences. Stormwater sheet flows from the lake into the surrounding undeveloped areas (flow-way). The remaining existing residential units drain via sheet flows into the surrounding undeveloped areas (flow-way). Refer to Tables 6-1 & 6-2, which include summaries of the available existing finished floor elevations, control elevations and design floor elevations for these existing proj AGENDA ITEM taaltD JUL 3 0 2002 F:\)OB\WHIPPOOR\CDS\Whip Lane Dmg Msv Pin.doc 6-1 APD Pg. '"f Packet Page -832- 3/12/2013 11 .C. SECTION SIX: DRAINAGE STUDY ELEMENT Proposed Conditions The study area is contained within the D-2 Canal Basin watershed. A portion of the study area is part of and included in the I-75 drainage system (State Project #03175- 3408), an FDOT drainage basin designed to outfall to the existing borrow pit/lake, under 1-75 and ultimately into the D-2 canal. An allowable discharge rate of 0.15 cfs per acre has been established for the basin. Storrnwater runoff within the study area will be conveyed to the I-75 roadside system and ultimately discharging to the D-2 Canal receiving system. The majority of the proposed developments Iocated on the west side of Whippoorwill Lane - Arlington Lakes PUD, Brynwood Preserve PUD, Balmoral PUD (on hold, not approved), Baldridge PUD (aka Jon Ebert Golf Center under County review), North Naples Fire Station, Pine Ridge Center, an existing residence on Nighthawk Drive, and the 20± acre Horse Farm property will be discharging storm water run-off, post required water quality and volume detentions, to a proposed flow-way system. The flow-way system has been designed and submitted for permit approval to the South Florida Water Management District and the Army Corps of Engineers as individual segments and when considered as a whole will provide for a continuous and complete conveyance and compensatory storm water storage system. This flow-way has been designed to ultimately converge with the Kensington Canal on the east side of Whippoorwill Lane through Whippoorwill Woods at I-75. Some of the developments will discharge to the Livingston Road right-of-way on an interim or permanent basis, but all have been included in capacity considerations for the proposed flow-way. The Hospice of Naples, the adjacent existing residences and future Pine View PUD improvement will be intercepted by a roadside drainage swale and conveyed south along Whippoorwill Lane and then east along Nighthawk Drive to the existing lake west of the I-75 right-of-way. These flows will bypass the proposed flow-way system. This is due to the existing lower control elevations, project location, and existing finished floor elevations for these properties,as applicable. The majority of the developments on the east side of Whippoorwill Lane — Sea Gate Baptist Church, Whippoorwill Lakes PUD, Whippoorwill Pines PUD, Future Development Area 2 and Future Development Area 3 will discharge, post required water quality and volume detentions, to the existing lake located west of the I-75 right-of-way. This lake in turn discharges into the roadside area of I-75, then via existing culvert(s) to - the D-2 Canal. AGEN:a_.%144 JUL302002 F:VOB\WHIPPOORICDS\Whip Lane Dmg Mstr Pln.doc 6-2 WLMPD Packet Page-833- 3/12/2013 11 .C. SECTION SIX: DRAINAGE STUDY ELEMENT Whippoorwill Woods PUD discharges, post required water quality and volume detentions, directly to the terminal portion of the proposed flow-way. Refer to the Whippoorwill Lane Corridor Master Plan Study - Drainage Exhibit 6-1 for an illustration of the relationship between the projects. Existing Constraints There are several existing constraints to stormwater conveyance within the study area. 1. FPL patrol road within the proposed flow-way at the Arlington Lakes PUD project has been cleared and filled for access by FPL for maintenance of their utility facilities. It currently inhibits sheet flow of stormwater runoff through the proposed flow-way area. Construction of the Arlington Lakes PUD project will provide for removal of constraints to flow as part of the construction permitted with the South Florida Water Management District. 2. Roadside swale areas adjacent to existing Whippoorwill Lane and Dudley Drive and not graded to provide for optimum conveyance of stormwater runoff. Regrading, cleanup and maintenance of these facilities shall be completed with Phase One of the Whippoorwill Lane roadway improvements. 3. Deficient Control Elevations and existing low finished floor elevations in the vicinity of the Hospice of Naples create potential for flooding during significant storm events. These deficiencies will be addressed by construction of an interceptor swale system during Phase One roadway construction. The typical swale details are provided in SECTION 5: TRANSPORTATION STUDY ELEMENT. 4. Whippoorwill Lane has been cleared and filled for access south to the Kensington Canal. A portion of the unpaved access way crosses the proposed flow-way south of the proposed project entrance to Whippoorwill Woods PUD. Regrading and removal of the impedance will be completed as part of the permitted construction for the Whippoorwill Woods PUD project. Maintenance, repair and redirection of discharges at the eastern terminus of the Kensington Canal will also be completed as part of the permitted construction. 5. I-75 Drainage connections may be restricted due to siltation at the structures. - Through interlocal agency cooperation, a regular maintenance schedule for these existing facilities should be established. J U L 3 0 2002 F:VOB\WHIPPOOR\CDS\Whip Lane Dmg Msv Pln.doc 6-3 WLMPD Packet Page-834- 3/12/2013 11.C. SECTION SIX: DRAINAGE STUDY ELEMENT Phasing Requirements Completion of Phase One construction of the Whippoorwill Lane improvements will provide for corrections of the major existing deficiencies to storrnwater conveyance in the study area. It will alleviate constrictions to conveyance, address deficient control elevations, and provide for existing low finished floor elevations for the existing projects along the paved section of Whippoorwill Lane, The discharges from the Brynwood Preserve PUD and Jon Ebert Golf Center should not be redirected to the proposed flow-way until the Arlington Lakes PUD and Whippoorwill Woods PUD improvements have been completed (maintain interim flow to Livingston Road drainage system). Proposed Design Standards. The following standards are proposed for the design and construction of projects within the study area: 1. Discharge rate of 0.15 cfs/acre has been established for this drainage basin. All projects will be designed to discharge a maximum of 0.15 cfs/acre. 2. Quantity and quality storage will be provided for all projects on-site prior to discharging to the referenced flow-way,lake or roadside receiving bodies. 3. Control Elevations will be established for all projects that accounts for expected tailwater elevations within the proposed conveyance systems and meets applicable Collier County and South Florida Water Management District criteria. ACaI7TE3A JUL 3 0 2002 A r7 } Jun\l•hippoor iI!'C pc'. hip Lane Drns Final Nistr p!n.Jnc • - - - •- ' .- _ • •• : 64 I WLMPD Packet Page-835- 3/12/2013 11 .C. k U7 U < b N w e'. 0 v 1� 0 - n •O C , h O .`l r1 m I� J C '^ h act .i vi .1 •f v1 < .o ..1 - v z r a ,n .n .T •n ro u < _. N b S - N - - Z r - - N N N - - T -I ea ...i U y I G N n �—, < I- v) < v) F- < E. - , < Z 3 0 d 0 v) ti w — Y Q 3 F- 6 cu U ca 333 "` n: ,'' x3333 >' 33uvlu• v) -10 ,j U. z y 33 2Fw- yzoo3a3 < �' y33Z < z a J -' 000 �i.1 Cl) � < V) uJ,i U• L.L.J FL w u. W 0 a: U. > 3 .4., v, . F. .n Z,�-us t.J.u < se XI - < Z Ka O, C. 3 Y u '€,' 0J r J < < ya ,, `' '� N 0 N 0 e0e 2 — z F a. 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Et• 'aa R .32 8 ; / 0ts10MR2 Bt N.17, Q GRADY YDQR AND ASSOCIdfFS, P.A. -. .fHIPP00R fILl-IAN i ORRIDOR i :,: o, >C DRATI1 R7 •.LL cru Den=. UND sURYL'ARtt. puMMCts ;. "•i MASTER PLAN •DUDY i A!►IIOK1t N.J.r. iMMn1f�1�6i MQ10�!¢ 11 ." DRAINAGE STUDY �. DPP VJ JOB COVE MUM) .■• PIIONt /Mev aan r a maw r.. : DATL 1 1712 MARL DRARiNC NUIIa i r 1 ' y lCALC I. . 600• mama maua r wa mama to maw ANC. 2007 avo . Packet Page-839- 3/12/2013 11 .C. WHIPPOORWILL LANE CORRIDOR MASTER PLAN STUDY MISCELLANEOUS EXHIBITS ❑ Location Map ❑ Aerial ❑ Collier County Zoning Atlas AGE AIITTDA Na.j_Lo . 4 JUL 3 0 2002 A pg. 51 Packet Page-840- . - . — • - ............—....._. ,. . _ .... . I . . 3/12/2013 11.C. . - :-.7 .:7.. 77." 1 • -- . < 1 . 7 : 7... —....,T , ‘ • . • —., . . . • '. . 7 . r;. I —._. .:::,—.....; ../ • . ..--, . P • • I -1" . . - .__ . . . — ! . • —.—.• : — : ■ , . 1 i . --. . . 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F DO Sr it, CLASSIFICATION OF THE HEREIN DESCRIBED REALr-"-� v EPROPERTY FROM "A" RURAL AGRICULTURE TO "PUD' J is E ........1.- PLANNED UNIT DEVELOPMENT KNOWN AS LIVINGSTO m o VILLAGE PUD LOCATED ON THE EAST SIDE OF LIVINGSTO 6} ROAD (C.R. 881) NORTH OF WYNDEMERE COUNTRY CLUB, IN �9Iatxt1,'b� SECTION 19, TOWNSHIP 49 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, CONSISTING OF 148.98+ ACRES; AND BY PROVIDING AN EFFECTIVE DATE. WHEREAS, Michael Fernandez, AICP, Planning Development, Incorporated, representing Marian H. Gerace and Wallace L. Lewis, Jr., petitioned the Board of County Commissioners to change the zoning classification of the herein described real property. NOW, THEREFORE, BE IT ORDAINED by the Board of County Commissioners of Collier County,Florida,that: SECTION ONE: The zoning classification of the herein described real property located in Section 19, Township 49 South, Range 26 East, Collier County, Florida, is changed from "A" Rural Agriculture to "PUD" Planned Unit Development in accordance with the Livingston Village PUD Document, attached hereto as Exhibit "A" and incorporated by reference herein. The Official Zoning Atlas Map numbered 9619N, as described in Ordinance Number 91-102, the Collier County Land Development Code,is hereby amended accordingly. SECTION TWO: This Ordinance shall become effective upon filing with the Department of State. PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida,this 13 day of ,2003. t1 BOARD OF COUNTY COMMISSIONERS - `1.".. a;,. COLLIER:1V FLOR A -i ;' .ATTEST BY: __ C... TOM HENNING,CHAIRMAN •■;•. DWIGHT E:;BROCK,CLERK f•„J�1'.,.). 1fKS� a Channel This ordinance filed with the signature alp Secretor/of te`s Office the Approved as to Form ` ? and Legal Sufficiency and o rledgement of that fill t received thi _ day of '� ilk 4�. /I 1-- a _ By �I rr' _! f1l.l i_.. Marjorie A tudent Deputy Clerk Assistant County Attorney PUDZ-2002-AR•3095/RSno Packet Page-845- 3/12/2013 11 .C. EXHIBIT A LIVINGSTON VILLAGE A PLANNED UNIT DEVELOPMENT PREPARED FOR: • Marian H. Gerace and Wallace L. Lewis, Jr. c/o Steven A. Landy, Esq. Greenberg Traurig Attorneys at Law 1221 Brickell Avenue Miami, Florida 33131 PREPARED BY: PLANNING DEVELOPMENT INCORPORATED Michael R. Fernandez, AICP 5133 CASTELJ O DRIVE SUITE 2 NAPLES, FLORIDA 34103 239/263-6934/263-6981 FAX PDI MRF(c AOL.COM DATE FILED: July 12,2002 DOCUMENT DATE: May 15, 2003 DATE REVIEWED BY CCPC: April 17, 2003 DATE APPROVED BY BCC: May 13, 2003 ORDINANCE NUMBER: 03-23 Packet Page-846- 3/12/2013 11.C. ii TABLE OF CONTENTS SECTION PAGE STATEMENT OF COMPLIANCE AND SHORT TITLE SECTION I LEGAL DESCRIPTION, PROPERTY OWNERSHIP, AND GENERAL DESCRIPTION 1-1 SECTION II PROJECT DEVELOPMENT 2-1 SECTION III RESIDENTIAL DISTRICT 3-1 SECTION IV RECREATION DISTRICT 4-1 EXHIBITS EXHIBIT A LIVINGSTON VILLAGE PUD MASTER PLAN Packet Page-847- 3/12/2013 11 .C. STATEMENT OF COMPLIANCE The purpose of this Section is to express the intent of Wallace L. Lewis and Marian H. Gerace, hereinafter referred to as the developer, to create a Planned Unit Development (PUD) on 149± acres of land located in Section 19, Township 49 South, Range 26 East, Collier County, Florida. The name of this Planned Unit Development shall be Livingston Village. The development of Livingston Village will be in compliance with the planning goals and objectives of Collier County as set forth in the Collier County Growth Management Plan (GMP). The development will be consistent with the adopted growth policies and land development regulations of the Growth Management Plan's Future Land Use Element (FLUE) and other applicable regulations for the following reasons: 1. Livingston Village is compatible with adjacent land uses as required in Policy 5.4 of the FLUE through the internal arrangement of land uses, the placement of vegetative buffers, and the proposed development standards contained herein. 2. Improvements are planned to be in compliance with applicable land development regulations as set forth in Objective 3 of the FLUE. 3. The subject property is within the Urban Residential Land Use Designation as identified on the Future Land Use Map as required in Objective 1, Policy 5.1 and Policy 5.3 of the FLUE and therefore is eligible for the base density of four units per acre as provided by the FLUE Density Rating System. The proposed density for the project is 3.9 units per acre which is less than the maximum density provided by the Density Rating System contained in the FLUE and therefore is consistent with the FLUE, Policy 5.1. SHORT TITLE This ordinance shall be known and cited as the "LIVINGSTON VILLAGE PLANNED UNIT DEVELOPMENT ORDINANCE". Packet Page-848- • 3/12/2013 11 .C. • 1-1 SECTION I LEGAL DESCRIPTION, PROPERTY OWNERSHIP, AND GENERAL DESCRIPTION 1.1 PURPOSE The purpose of this Section is to set forth the legal description and ownership of the Livingston Village PUD, and to describe the existing condition of the property proposed to be developed. The Livingston Village PUD is located within Collier County. 1.2 LEGAL DESCRIPTION The subject property being: A part of the North '/ of the North % of Section 19, Township 49 South, Range 26 East, less and excepting Interstate 75 Right-of-Way located in Collier County, Florida Beginning at the Northwest corner of said Section 19; thence along the north line of said Section, South 89°37'04" East 4886.95 feet to the west right-of-way of Interstate 75; thence along said right-of-way South 0007'55" West 1326.91 feet to the Northeast corner of Lot 7, Grassmere Phase Two, as recorded in Plat Book 16, pages 20-21; thence along the north line of the replat of the part of Wyndemere Tract Map as recorded in Plat Book 13, pages 3943, North 89°36'39"West 4896.99 feet to the Northwest corner of Parcel "BB" according to said plat; thence along the West line of said Section 19, North 00°33'56" East 1326.30 feet to the Point of Beginning; 'Subject to easements and restrictions of record. Containing 148.98 acres more or less. Bearings are based on the north line of the Wyndemere community being North 89°36'39" West. 1.3 PROPERTY OWNERSHIP The subject property is currently under the ownership and unified control of Wallace L. Lewis, Jr. and Marian H. Gerace, hereinafter jointly called "applicant or developer". Amok Packet Page-849- 3/12/2013 11.C. 1-2 1.4 GENERAL DESCRIPTION OF PROPERTY A. The total site area is 149± acres and is located immediately north of the Wyndemere residential community along Livingston Road and extends eastward to the right-of-way of Interstate 75. This parcel is located within Section 19, Township 49 South, Range 26 East, Collier County, Florida. B. The zoning classification of the subject property prior to the date of this approved PUD Document was "A" - Rural Agriculture. Packet Page-850- 3/12/2013 11.C. 2-1 SECTION II PROJECT DEVELOPMENT 2.1 PURPOSE The purpose of this Section is to generally describe the plan of development for the Livingston Village PUD, and to identify relationships to applicable County ordinances, policies, and procedures. 2.2 GENERAL DESCRIPTION OF PROJECT PLAN AND PROPOSED LAND USES Livingston Village has an area of 149± acres and shall consist of a maximum of 590 residential units developed as a mixture of single and multi-family residences in a community of individual residential tracts, and shared open space features. The project's primary access shall be from Livingston Road via an entry drive or public road located along the northerly property line of the subject property. A secondary access from Livingston Road shall be located approximately 660 feet north of the property's southerly boundary. The Livingston Village PUD Master Plan is illustrated graphically on Exhibit "A". A Land Use Summary indicating approximate land use acreages is shown on the PUD Master Plan. The location, size, and configuration of individual tracts shall be determined at the time of preliminary subdivision plat approval with minor adjustments at the time of final plat approval, in accordance with Section 3.2.7.2. of the Collier County Land Development Code (LDC). 2.3 COMPLIANCE WITH COUNTY ORDINANCES A. Regulations for development of the Livingston Village PUD shall be in accordance with the contents of this PUD Ordinance, and to the extent they are not inconsistent with this PUD Ordinance, applicable sections of the LDC which are in effect at the time of issuance of any development order to which said regulations relate which authorizes the construction of improvements, such as but not limited to final subdivision plat, final site development plan, excavation permit and preliminary work authorization. Where this PUD Ordinance does not provide developmental standards, then the provisions of the specific section of the LDC that is otherwise applicable shall apply. B. Unless otherwise defined herein, the definitions of all terms shall be the same as the definitions set forth in the LDC in effect at the time of development order application. C. Unless modified,waived or excepted by this PUD Document, the provisions of other applicable sections of the LDC remain in effect with respect to the development of the land which comprises this PUD. D. All conditions imposed herein are part of the regulations which govern the manner in which the land may be developed. osk Packet Page-851- 3/12/2013 11 .C. 2-2 E. The Subdivisions Division of the LDC (Article 3, Division 3.2) shall apply to the Livingston Village PUD, except where an exemption is set forth herein or otherwise granted pursuant to LDC Section 3.2.4. F. The Site Development Plans Division of the LDC (Article 3, Division 3.3) shall apply to the Livingston Village PUD, except where an exemption is set forth herein or otherwise granted pursuant to LDC Section 3.3.4. 2.4 ROADWAYS Standards for roads shall be in compliance with the applicable provisions of the LDC regulating subdivisions, unless otherwise modified, waived or excepted by this PUD or approved during the preliminary subdivision plat approval process. The developer reserves the right to request substitutions to Code design standards in accordance with Section 3.2.7.2 of the LDC. The developer also retains the right to establish gates, guardhouses, other access controls, signs and monuments as may be deemed appropriate by the developer on all internal project roadways in accordance with the standards established herein and applicable provisions of the Land Development Code. Roadways within the Livingston Village PUD shall be designed and constructed in accordance with Section 3.2.8.4.16. of the LDC with the following substitutions: A. LDC Sections 3.2.8.3.19: Street name signs shall be approved by the Engineering or Transportation Services Director, but need not meet the U.S.D.O.T.F.H.W.A. Manual on Uniform Traffic Control Devices. Street Pavement painting, street striping, and reflective edging requirements shall be waived. B. LDC Section 3.2.8.4.16.9: The requirement that curved streets have a minimum tangent of 75 feet at intersections shall be waived and no minimum shall be required. F. LDC Section 3.2.8.4.16.5: All internal streets shall considered local streets and their standard right-of-way width shall be no less than 50 feet. D. LDC Section 3.2.8.4.16.6: The 1,000 foot length for cul-de-sac streets shall be waived. The maximum length shall be 1,400 feet unless extended upon review and approval of the Fire District. E. LDC Section 3.2.8.4.16.10: The requirement for tangents between reverse curves shall be waived. F. LDC Section 3.2.8.4.16.12.d: The requirement for asphaltic courses shall be waived to allow the use of a surface course of paver brick or decorative concrete pavement. G. LDC Section 3.2.8.4.16.12.e: The requirements that grass be required for all non-paved areas of the right-of-way shall be waived to allow the installation of decorative planters and alternative ground cover. Packet Page-852- 3/12/2013 11 .C. 2-3 H. LDC Section 3.2.8.4.22.9.c: The requirement that drainage facilities on lots be spaced in accordance with FDOT criteria may be substituted upon submittal of the necessary data to support the substitution at the time of development plan submittal and approval of the Engineering Services Director. 2.5 LAKE SETBACK AND EXCAVATION A. As depicted on the Livingston Village Master Concept Plan, lakes have been preliminarily sited, with the ultimate location and configuration to be determined during the site development review stages of project development. B. Lake banks and edge of water may be sculpted for aesthetic purposes and to complement the overall project theme and may use combinations of vertical bulkheads (rock, concrete, wood), vegetation, beach and earthen berms for aesthetic purposes, consistent with the intent of Section 2.8.3.7.4 of the LDC. Sidewalks may be constructed along the lake edges. C. Final lake area determinations shall be in accordance with the South Florida Water Management District stormwater criteria and Section 3.5.7 of the LDC. D. Lake Setbacks Lake excavations shall be located so that the control elevation shall adhere to the following minimum setback requirements, unless bulkheading is provided, per LDC and Florida Department of Transportation (FDOT) standards: 1. Lakes and stormwater management features may be located adjacent to internal roads. The roads will be designed to (AASHTO) road standards and shall incorporate such factors as road alignment, travel speed, bank slope, road cross-sections, and need for barriers. 2. With the exception of the Collier County drainage easement along the project's south property line, lakes and stormwater management features shall be set back a minimum of 20 feet from external property boundaries of the Livingston Village PUD. E. Blasting may be utilized in the excavation process provided that such use is located a minimum of 350 feet from off-site structures and provided such excavations meet the setback requirements and other provisions of this PUD Document for lakes. Unless otherwise addressed herein, blasting shall be governed by the applicable provisions of the LDC. 2.6 MODEL HOMES/SALES CENTERS/SALES OFFICES/CONSTRUCTION OFFICES Model homes, sales centers, sales offices, construction offices, and other uses and structures including temporary sales and temporary service centers (related to the promotion and sales for the development such as but not limited to pavilions, viewing platforms, gazebos, parking areas, tents and signs) shall be permitted principal uses throughout the Livingston Village PUD subject to the requirements of Article 2, Division 2.6, Section 2.6.33.4 and Article 3, Division 3.2, Section 3.2.6.3.6, of the LDC. The limitation of Section 2.6.33.4.1.5(a), regarding the number of model homes allowed prior to plat recordation shall be applicable to each subdivision tract rather than each Packet Page-853- 3/12/2013 11 .C. 2-4 subdivision phase. The model home/sale centers temporary use permits shall be valid for five years. An annual extension of this temporary use may be permitted with the review and approval of the Planning Services Director. These uses may be either wet or dry facilities. These uses may use septic tanks or holding tanks for waste disposal subject to permitting under F.A.C. 10D-6, and may use potable water, existing lakes or irrigation wells for irrigation. 2.7 CHANGES AND AMENDMENTS TO PUD DOCUMENT OR PUD MASTER PLAN Changes and amendments may be made to this PUD Ordinance or the Livingston Village PUD Master Plan as provided in Article 2, Division 2.7, Section 2.7.3.5 of the LDC. The Planning Services Director shall be authorized to approve minor changes and refinements to the Livingston Village PUD Master Plan upon written request of the developer. A. The following limitations shall apply to such requests: 1. The minor change or refinement shall be consistent with the Collier County GMP and the Livingston Village PUD Document. 2. The minor change or refinement shall not constitute a substantial change pursuant to Section 2.7.3.5.1. of the LDC. 3. The minor change or refinement shall be compatible with adjacent land uses and shall not create detrimental impacts to abutting land uses, water management facilities, and conservation areas within or external to the PUD. B. The following shall be deemed minor changes or refinements: 1. Reconfiguration of lakes, ponds, canals, or other water management facilities where such changes are consistent with the criteria of the South Florida Water Management District and Collier County. 2. Internal realignment of rights-of-way, other than a relocation of access points to the PUD itself, where water management facility, preservation areas, or required easements are not adversely affected or otherwise provided for. 3. Reconfiguration of parcels when there is no encroachment into the preservation area. 2.8 COMMON AREA MAINTENANCE Common area maintenance will be provided by a property owners' association or other similar entity whose function shall include provision for the perpetual care and maintenance of all common facilities and open space subject further to the provision of the LDC, Section 2.2.20.3.8. 2.9 LANDSCAPE BUFFERS, BERMS, FENCES AND WALLS Landscape buffers, berms, fences and walls are generally permitted as a principal use throughout the Livingston Village PUD. The following standards shall apply: Packet Page-854- 3/12/2013 11.C. 2-5 A. Landscape berms shall have the following maximum side slopes: 1. Grassed berms 4:1 2. Ground covered berms 3:1 3. Structural walled berms — vertical and located at the rear of a required landscape buffer B. The maximum height of the berm adjacent to 1-75 is 22 feet, as measured from existing grade. A landscape berm adjacent to 1-75 shall be as required in Section 2.4.4.18.1 of the LDC. C. The maximum height of any combination of perimeter landscape berm, fence or wall adjacent to 1-75 is an eight foot wall or fence on top of a 22 foot berm measured from the highest crown elevation of 1-75. D. The maximum height of all other fences or walls is eight feet, as measured from the finished grade of the ground at the base of the fence or wall. For the purpose of this provision, finished grade shall be considered to be no greater than 18 inches above the highest crown elevation of the nearest existing road. E. Fences and walls which are an integral part of security and access control structures such as gate houses and control gates shall not be subject to the height limitations set forth under Section 2.12 of this Document, and shall be governed by the height limitations for principal structures of the internal land use designation in which they are located. In the case of access control structures within rights-of-way adjoining two or more different internal land use designations, the more restrictive height standard shall apply. F. Upon submission of a landscape plan, the County Landscape Architect may approve landscape buffers, berms, fences and walls to be constructed along the perimeter of the Livingston Village PUD prior to preliminary subdivision plat and site development plan submittal. Subsequent to construction, all such areas must be included in a landscape easement or tract on final plats, or identified in a separate recorded instrument. G. Fence or wall setbacks: Fences, walls and similar structures shall have a minimum of a 5 foot setback from development boundaries where adjacent to a public right-of-way and a 2 foot setback from all other land uses. H. Fences or walls may be placed zero feet from the internal right-of-way provided that shrubs are provided in the right-of-way and may be located five feet from project perimeter, subject to review and approval by the Transportation Division at time of SDP review. In the case of access control structures within rights-of-way adjoining two or more different internal land use designations, the more restrictive height standard shall apply. Packet Page-855- • 3/12/2013 11.C. 2-6 J. Pedestrian sidewalks and/or bike paths, water management systems, drainage structures, signs and utilities are allowed in landscape buffers/easements, in accordance with Subsection 2.4.7.3 of the Land Development Code. K. Street Trees: Street trees shall be provided on both sides of all internal roads or access ways. A Street Tree Master Plan shall be included with the application for a preliminary subdivision plat (PSP) or site development plan (SDP) as may be appropriate. Installation of individual trees shall be installed prior to or concurrent with the development of the adjacent dwelling unit or structure in proximity to the roadway or access way. Shade trees in proximity to sidewalks or other paved areas shall be installed with a deep root barrier system. Street trees shall be placed at the more restrictive spacing of one per lot or one per 50 linear feet. A minimum of 50 percent of the trees shall be canopy trees with a 10-foot height at installation. Street trees shall be located within 10 feet of the edge of pavement and between the edge of pavement and sidewalk when viable. Once installed, should a street tree be displaced or die, it shall be replaced within 6 months. Replacement trees shall minimally meet the original specification requirements, including consistency with the Street Tree Master Plan. This tree requirement may count toward satisfaction of the tree requirements for individual lots or tracts as provided for by the Collier County Land Development Code. If utilized to satisfy Collier County Land Development Code requirements, trees shall be required to meet native species requirements and other applicable Code provisions. 2.10 CLEARING AND FILL STORAGE A. Fill storage is generally permitted as a temporary principal use throughout the Livingston Village PUD until buildout of the project. Fill material may be transported and stockpiled within areas which have been disturbed. Prior to stockpiling in these locations, the developer shall notify the Community Development and Environmental Services Administrator per Section 3.2.8.3.6. of the LDC. The following standards shall apply: 1. Stockpile maximum height: 45 feet 2. Fill storage areas in excess of five feet in height shall be separated from developed areas by fencing, excavated water bodies or other physical barriers if the side slope of the stockpile is steeper than 4 to 1 (i.e. 3 to 1). B. Soil erosion control shall be provided in accordance with LDC Division 3.7. 2.11 PRELIMINARY SUBDIVISION PLAT PHASING Submission, review, and approval of preliminary subdivision plats for the project may be accomplished in phases to correspond with the planned development of the property. 2.12 GENERAL PERMITTED USES Certain uses shall be considered general permitted uses throughout the Livingston Village PUD except in the Preserve District. General permitted uses include earth mining, rock crushing and excavation operations, which are directly related to and necessary for onsite development, and those uses which generally serve the residents of the Livingston Village PUD and are typically part of the common infrastructure or are considered community facilities. Packet Page-856- • 3/12/2013 11 .C. 2-7 A. General Permitted Uses: 1. Essential services as set forth under LDC, Section 2.6.9.1. 2. Water management facilities and related structures. 3. Temporary sewage treatment facilities. 4. Water management facilities and related structures including lakes with bulkheads or other architectural or structural bank treatments. 5. Guardhouses, gatehouses, and access control structures. 6. Architectural features and elements including walls, fences, arbors, gazebos and the like. 7. Temporary construction, sales, and administrative offices for the developer and developer's authorized contractors and consultants, including necessary access ways, parking areas and related uses. 8. Landscape/hardscape features including, but not limited to landscape buffers, berms,fences,water features and walls subject to the standards set forth in Section 2.9 of this PUD and the Land Development Code. 9. Fill storage, site filling and grading are subject to the standards set forth in Section 2.10 of this PUD. 10. Any other uses which are comparable in nature with the foregoing uses and are approved through the process set forth in the LDC in effect at the time of the request for such use. B. Development Standards: Unless otherwise set forth in this Document, the following development standards shall apply to General Permitted Uses: 1. Guardhouses, gatehouses,signage, landscape features,and access control structures shall have no required setback except that access control structures shall have a setback of 100 feet from public right-of-way external to the project. 2. Other general permitted uses shall be set back a minimum of five feet from property lines. 3. Minimum distance between structures, which are part of an architecturally unified grouping—five feet 4. Minimum distance between unrelated structures—ten feet 5. Maximum height of buildings—35 feet 6. Minimum floor area - None required. 7. Minimum lot or parcel area- None required. Packet Page-857- 3/12/2013 11 .C. 2-8 8. Sidewalks and bikepaths may occur within County required buffers, in accordance with Subsection 2.4.7.3 of the Land Development Code. 9. Standards for parking, landscaping, signs and other land uses where such standards are not specified herein or within the Livingston Village PUD are to be in accordance with the LDC provision in effect at the time of site development plan, subdivision plat or building permit application, as may be applicable. 2.13 OPEN SPACE REQUIREMENTS A combination of the lakes, landscape buffers and other open space shall meet the 60 percent open space requirement for development as set forth in Section 2.6.32.2 of the LDC. Open space shall include all pervious green space within development parcels and lots. 2.14 NATIVE VEGETATION RETENTION REQUIREMENTS There are approximately 14.6 acres of native vegetation currently on site. Per Section 3.9.5.5.3 of the LDC, twenty-five percent of the native vegetation (3.7 acres) is required to be retained on-site. The four acres of preserve areas within the drainage easement on site shall fully satisfy the LDC requirement and Policy 6.1.1 of the Conservation and Coastal Management Element of the Collier County Growth Management Plan. 2.15 EXOTIC VEGETATION REMOVAL An exotic vegetation removal, monitoring, and maintenance (exotic-free) plan for the site, with emphasis on the conservation/preservation areas, shall be submitted to Environmental Services Department review staff prior to final plat/construction plan approval. A schedule for exotic removal within the preservation areas shall be submitted with the above-mentioned plan. 2.16 AGRICULTURAL ACTIVITIES The site has been used and is currently utilized for agricultural purposes. Agricultural activities, as defined in the LDC, shall continue to be a permitted use until such time as residential development has commenced. 2.17 SIGNAGE A. General 1. All Collier County sign regulations in force at the time of permit approval shall apply unless such regulations are in conflict with the conditions set forth in this Section, in which case the PUD Document shall govern. 2. For the purpose of this PUD Document, each platted parcel shall be considered a separate parcel of land and shall be entitled to any sign as permitted herein. 3. Should any of the signs be requested to be placed within a County owned right-of-way, a right-of way permit must be applied for and approved. 4. All signs shall be located so as not to cause sight line obstructions. Packet Page-858- 3/12/2013 11 .C. 2-9 5. All internal project rights-of-way may be utilized for decorative landscaped entrance features and signage subject to review and approval from the Planning Services Department for consistency with the requirements set forth herein. 6. Signs may be allowed in landscape buffers/easements. B. Residential Project Entrance Signs 1. Entrance signs may be located at each side of each entrance to the project and may be one, two or three-sided. A maximum of two 1-sided, one 2- sided, or one 3-sided entrance signs may be permitted at each entrance. 2. No sign face area may exceed 60 square feet and the total sign face area of entrance signs at each entrance may not exceed 120 square feet. The sign face area shall not exceed the height or length of the wall or monument upon which it is located. 3. The setback for the signs from any rights-of-way and any perimeter property line shall be five feet. 4. Entrance signs may be lighted provided all lights are directed at the sign or are shielded. 5. Entrance signs may not exceed a height of 15 feet above the finished ground level of the sign site. For the purpose of this Section, finished ground level shall be considered to be no greater than 18 inches above the highest crown elevation of the nearest road. 6. The southeast corner of the intersection of Livingston Road and the entry drive at the project's northern property line (or the Green Boulevard Extension public roadway), shall be considered a residential project access and may be improved with residential project entrance signage. C. Interstate 75 Sign A ground sign shall be permitted along the eastern PUD boundary adjacent to Interstate 75. Such sign shall contain only the name of the development and/or the insignia and shall not contain promotional or sales material. The ground sign shall be compatible architecturally with the unified theme of the PUD. Such ground sign shall not exceed 200 square feet and shall have a maximum height of 20 feet. Sign area shall not include landscaped and architectural enhancements and treatments. D. Internal Signs in the Residential Districts 1. Residential and community facilities entrance signs may be located on both sides of the neighborhood entrance street and within the entry medians. Setbacks from internal road rights-of-way may be zero feet. Such signs may be used to identify the location of neighborhoods, clubhouse, recreational areas and other features within the Livingston Village PUD. Individual signs may be a maximum of 100 square feet per sign face area. Such signs may have a maximum height of 12 feet. No seqk building permit is required. Packet Page-859- 3/12/2013 11.C. 2-10 2. Residential directional or identification signs may be allowed internal to the subdivisions. Such signs may be used to identify the location of or direction to approved uses such as models or model sales centers, clubhouse, and recreational areas. Individual signs may be a maximum of four square feet per side in size. Signs maintaining a common architectural theme may be combined to form a menu board with a maximum size of 24 square feet per side, and a maximum height of eight feet. No building permit is required, unless such signs are combined to form a menu board. E. Directional/Identification Signs Directional or identification signs may be allowed internal to the Livingston Village PUD. Such signs may be used to identify the location of or direction to approved uses such as sales centers, model centers, recreational uses, information centers, or the individual components of the development. Individual signs may be a maximum of six square feet per side or signs maintaining a common architectural theme may be combined to form a menu board with a maximum size of 64 square feet per side and a maximum height of eight feet. F. Real Estate Signs The developer may locate real estate signs within the project. The signs shall have a maximum size of six square feet per side. Such signs may advertise "For Sale", "Sold To", or"Lot#". No building permit is required. G. Temporary Signs 1. Temporary signs may be permitted and may consist of the following types: project identification, real estate, sales center identification, and directional. 2. All other temporary signs may not exceed 32 square feet in area. If the sign is two-sided, each sign face may not exceed 32 square feet in area. 3. The setback for temporary signs from internal rights-of-way shall be five feet. 4. Temporary signs may not exceed 10 feet in height above the finished ground level of the sign site. 5. Temporary signs may remain in place simultaneously with permanent signage until the issuance of the certificate of occupancy for the 442nd residential unit. 6. Special Event Signs not exceeding 32 square feet per side in size may be displayed to announce or advertise such temporary uses as open houses, community fairs or programs or any charitable, educational event. Such sign shall be located no closer than 15 feet from any property line. No building permit is required. 7. Grand Opening Signs: Packet Page-860- • 3/12/2013 11.C. 2-11 The developer may display an on-site grand opening sign not exceeding 32 square feet on a side, and not exceeding 64 square feet total. A banner sign shall be anchored and may be displayed on-site for a period not exceeding 14 days within the first three months of opening for business. 8. No building permit is required for temporary signs as listed above. 9. No temporary signs shall be visible from the 1-75 Right-of-Way. H. Construction Entrance Signs 1. Two "construction ahead" signs may be located ahead of a construction entrance, with a maximum of 20 square feet each in size. No building permit is required. 2. One sign, with a maximum of 20 square feet in size, may be located at each construction entrance to identify the entrance as such. No building permit is required. 1. Traffic Signs Traffic signs such as street signs, stop signs, and speed limit signs may be designed to reflect a common architectural theme. 2.18 SITE LIGHTING Lighting facilities shall be arranged in a manner which will protect roadways and neighborhood residential properties from direct glare or other interference. 2.19 UTILITIES A. Water distribution, sewage collection and transmission systems shall be constructed throughout the project by the developer. Potable water and sanitary sewer facilities constructed within platted rights-of-way, or within dedicated County utility easements, shall be conveyed to Collier County pursuant to Collier County Ordinance 97-17, as amended, except as may be provided in Section 2.8 of this Document. B. All customers connecting to the potable water and sanitary sewer system shall be customers of the County, except as may be provided in Section 2.8 of this Document. C. Temporary construction and/or sales trailers may use septic tanks or holding tanks for waste disposal subject to permitting under F.A.C. 10D-6, and may use potable or irrigation wells. D. Within the project, landscaping (including palm trees, shrubs and ground cover), sidewalks/paths will be allowed within a utility easement, including placement within three feet of a utility line. Canopy trees may be located seven feet from the utility line. Said seven feet being measured from the trunk of the tree to the center of the utility line. Reconstruction of sidewalk/paths, or • Packet Page-861- 3/12/2013 11 .C. 2-12 modification/reinstallation of plant materials due to the necessary maintenance of utility lines will be the responsibility of the developer, its successors, or assigns. 2.20 TRANSPORTATION The development of this PUD shall be subject to and governed by the following stipulations. A. All traffic control devices and design criteria used shall be in accordance with the applicable standards of the LDC and applicable standards of the Florida Department of Transportation (FDOT) unless otherwise addressed within this PUD document. B. Arterial level street lighting shall be provided at all development points of ingress and egress. Said lighting shall be in place prior to the issuance of the first permanent Certificate of Occupancy (CO). C. Site related improvements will not be considered for impact fee credits. D. Road Impact Fees will be paid in accordance with the appropriate Collier County Ordinances, as amended. E. Any and all median opening locations will be in accordance with the Collier County Access Management Policy, as amended, and LDC, as amended. Median access and control will remain under Collier County Transportation Staff's authority. Collier County Transportation Staff reserves the right to modify or close any median opening(s) determined to have an adverse affect on the health, safety and welfare of the public. These include, but are not limited to, safety concerns, operational circulation issues, and roadway capacity problems. F. Sidewalks and bicycle travel ways shall be designed consistent with the applicable LDC provisions. G. The developer(s), its successor(s) in title, or assignee(s), shall be responsible for their "fair share" of the cost of any and all traffic signal(s), at any and all development entrances(s), when determined warranted and approved by Collier County Transportation Staff. The developer shall be eligible for impact fee credits for expenditures above its fair share contribution. When warranted, upon the completion of the installation, inspection, bum-in period, and final approval/acceptance of any and all traffic signal(s), said traffic signal(s) shall be turned over (for ownership) to Collier County, and will then be operated and maintained by Collier County Transportation Operations Staff. Any negotiations relevant to "fair share" payment(s), or reimbursement(s), from any and all other neighboring developer(s)/property owner(s), that directly benefit from said traffic signal(s), will be determined based upon percentage of usage/impact. Packet Page-862- 3/12/2013 11.C. 2-13 H. The developer(s) shall provide any and all site related transportation improvement(s) including, but not limited to, any and all necessary turn lane(s) improvement(s) at the development entrance(s) as required by the LDC or other applicable ordinance prior to the issuance of the first permanent CO. Said improvements are considered site related, and therefore, do not qualify for impact fee credits. When said turn lane improvement(s), whether left turn lane(s) and/or right turn lane(s), are required, right-of-way and/or compensating right-of- way, shall be provided when required by applicable provisions of the LDC in conjunction with said improvement(s). All work within Collier County right-of-way shall meet the requirements of Collier County Ordinance No. 93-64, as amended. J. All internal access(as), drive aisle(s), and sidewalk(s), not located within County right-of-way, will be privately maintained by an entity created by the developer(s), its successor(s) in title, or assignee(s). K. If a gate is proposed at any and/or all development entrance(s) they shall be designed to provide a minimum depth of 100 feet to the development key pad/phone box and turn-around area in front of any and/or all such gate(s). L. The developer shall reserve acreage along its northern property line for a segment of the potential future extension of Green Boulevard from Santa Barbara Boulevard to Livingston Road and/or the future east-west extension from Whippoorwill Lane to Livingston Road. The reservation shall be the northernmost 75 feet between Livingston Road and the mid-section line of Section 18, approximately 4.5 acres ("Western Roadway Reservation Area"), and the northernmost 100 feet width between the mid-section line of Section 18 and I- 75, approximately 5.3 acres ("Eastern Roadway Reservation Area"). This reservation is made, in part, to accommodate a potential alignment of the potential westward extension of Green Boulevard for which an alignment study is scheduled to be undertaken between the years 2003 and 2004. Any request for dedication of said reservation which is limited to support the east- west extension of Whippoorwill Lane, or any request for dedication of the Western Roadway Reservation Area only, shall require prior listing of this roadway segment on the County's current and funded five-year Capital Improvement Schedule adopted as part of the Growth Management Plan. Any request for dedication of said reservation area which is limited to support the east-west extension of Whippoorwill Lane shall be limited to the Western Roadway Reservation Area only. This reservation shall expire January 15, 2006. Prior to January 15, 2006, the developer agrees to dedicate said reservation area to the County upon receipt of the County's request, and upon satisfaction of the above with respect to the Packet Page-863- 3/12/2013 11 .C. 2-14 Western Roadway Reservation Area, if applicable. The Western Roadway Reservation Area shall be provided to the County without compensation and as required by Subsection 2.2.20.3.7 of the LDC. A dedication of the Eastern Roadway Reservation Area shall be in exchange for road impact fee credits equal to the fair market value of the property dedicated to the County and as required by Subsection 2.2.20.3.7 of the LDC. In the event that the developer has completed the project and there are remaining road impact fee credits the County shall reimburse the developer in cash the amount of road impact fee credits remaining. The value of the acreage dedicated to the County shall be based on the fair market value of the said acreage at the time of rezone approval and not at the time of a County request for dedication. In the event that impact fee credits are not available for use to acquire the reserved area, then compensation shall be made in cash. The developer shall demonstrate at the time of platting or SDP application that the reservation of the acreage has occurred. The developer reserves the right to improve the reserved area with landscaping and related improvements, but such improvements will not be considered as improvements in the evaluation of the land's value nor shall the project be dependent on such improvements for purposes of satisfying its obligations under this PUD, unless and until the reservation is deemed terminated as provided below. For example, improvements within the reserved area shall be in addition to the required perimeter buffers in the event the County requires the dedication of the reservation lands. Should the County obtain these lands, the County shall provide an easement, which allows the Developer the option to remove or retain and maintain such improvements until such time as roadway improvements commence. The developer further reserves the right to utilize the area reserved to the County for a project access driveway extending to a project entry which is proposed to be located approximately one-quarter mile east of Livingston Road. Developer shall be responsible for all necessary permitting associated with the portion of the driveway improvements to be constructed. In the event the driveway improvements are commenced prior to the termination for the reservation of the Western Roadway Reservation Area, or after the County's acquisition of either Reservation Area, the Developer shall construct the improvements consistent with the design standards of 2-lanes of the proposed 4-lane Green Boulevard Extension urban cross section or an approved cross section for Whippoorwill Lane, as may applicable, or any other alternative design cross section and associated standards acceptable to the Collier County Transportation Department. The Developer shall not be entitled to road impact fee credits for these driveway improvements. Should the County not elect to request the dedication of the reservation lands prior to the above date, then the reservation will be deemed terminated and the • Packet Page-864- 3/12/2013 11.C. • 2-15 encumbered acreage shall be released and may be incorporated into the project as if the reservation had not existed, and the Developer may relocate any previously provided project perimeter buffer to the Project's northern boundary. Project improvements which occur south of and adjacent to the reservation lands which occur prior to either the dedication to the County or prior to the termination of said reservation obligation, shall be required to include a 20 foot wide, Type D Landscape Buffer as defined in the Land Development Code. 2.21 ARCHAEOLOGICAL RESOURCES Pursuant to Section 2.2.25.8.1 of the LDC, if, during the course of site clearing, . excavation or other construction activity an historic or archaeological artifact is found, all development within the minimum area necessary to protect the discovery shall be immediately stopped and the Collier County Code Enforcement Department contacted. 2.22 MONITORING REPORT AND SUNSET PROVISIONS A. The Livingston Village PUD shall be subject to the Time Limits of Section 2.7.3.4 of the LDC. B. Monitoring Report: An annual monitoring report shall be submitted pursuant to Section 2.7.3.6 of the LDC. 2.23 INTERSTATE 75 BUFFER REQUIREMENTS The landscape buffer to Interstate 1-75 right-of-way shall have a minimum width of 20 feet measured from the existing eastern property line of the subject property. This buffer Shall minimally meet the landscape installation requirements for Type D buffer as provided in the LDC. Additionally, the buffer improvements shall be designed to have an overall height of 25 feet at installation, as measured from the adjacent right-of-way grade. This height shall be achieved by the use of one or more of the following elements: trees, berm and wall. The maximum height of any wall element shall be eight feet and shall be screened on both sides by a hedge or County approved landscaping equivalent with a minimum height at installation of one-half the height of the wall. Said hedge or landscaping equivalent shall be maintained at a minimum height of 6 feet and must achieve this height within 2 years of the initial installation. Any wall or berm component use shall be consistent with development standards of this PUD or if not addressed, the applicable LDC development standard. Should a wall component be utilized, one-half of the required trees shall be installed on each side of the wall and the required trees shall be evenly spaced. Landscape improvements that exceed the minimum development standards of this PUD Packet Page-865- 3/12/2013 11 .C. 2-16 Section shall be located at the discretion of the developer and need not comply with native species, palm restrictions, or minimum dimensional requirements of the LDC. Minimum standards for the spacing of the required trees required to reach the installation design height of 25 feet shall be 15 feet for palms. Should palms be utilized, then said palms shall be complimented by a mid-story installation of shade trees with a minimum spacing of 1 shade tree per 30 linear feet and an overall height at installation of 14 feet. Packet Page-866- • 3/12/2013 11.C. 3-1 SECTION III RESIDENTIAL DISTRICTS 3.1 PURPOSE The purpose of this Section is to identify permitted uses and development standards for areas within the Livingston Village PUD designated on the Livingston Village PUD Master Plan as "R1" and "R2". 3.2 MAXIMUM NUMBER OF DWELLING UNITS The number of dwelling units to be built in Livingston Village pursuant to this PUD will not exceed 590. 3.3 GENERAL DESCRIPTION Areas designated as "R1" and "R2" on the Livingston Village PUD Master Plan are designed to accommodate a range of residential dwelling types, compatible accessory uses, recreational facilities, essential services, and customary accessory uses. The approximate acreage of the "R1", and "R2" Districts is indicated on the Livingston Village PUD Master Plan. This acreage is based on conceptual design and is approximate. Actual acreages of all development tracts will be provided at the time of site development plan or preliminary subdivision plat approvals in accordance with Division 3.3, and Division 3.2 respectively, of the LDC. Residential tracts are designed to accommodate internal roadways, open spaces, recreational facilities and other similar uses found in residential areas. 3.4 PERMITTED USES AND STRUCTURES -"R1" DISTRICT No building or structure, or part thereof, shall be erected, altered or used, or land use, in whole or part, for other than the following: A. Principal Uses: 1. Single family detached dwellings. 2. Single family attached, townhouse, two-family and duplex dwellings. 3. Zero lot line dwellings. 4. Model homes, sales centers including administrative offices and construction offices. 5. Any other use which is comparable in nature with the foregoing uses and is approved through the process set forth in the LDC in effect at the time of the request for such a use. B. Accessory Uses: 1. Accessory uses and structures customarily associated with the principal uses permitted in this District, including gazebos, picnic areas, pedestrian and bicycle paths, tennis courts, swimming pools, and other facilities intended for outdoor recreation, project maintenance facilities, guest Packet Page-867- 3/12/2013 11 .C. 3-2 houses, boat docks (for residents of the project and their guests), garages, pools and other recreational facilities. 2. Signs as permitted by the LDC in effect at the time permits are requested, except as modified herein by Section 2.17. 3. Any other accessory use which is comparable in nature with the foregoing uses and is approved through the process set forth in the LDC in effect at the time of the request for such use. 3.5 PERMITTED USES AND STRUCTURES -"R2" DISTRICT No building or structure, or part thereof, shall be erected, altered or used, or land use, in whole or part, for other than the following: A. Principal Uses: 1. All of the uses permitted in the Residential"R1" District herein. 2. Multi-family dwellings. B. Accessory Uses: 1. Accessory uses and structures customary associated with principal uses permitted in this District, including gazebos, pedestrian and bicycle paths, swimming pools, garages, pools and other recreational facilities. 2. Any other accessory use which is comparable in nature with the foregoing uses and is approved through the process set forth in the LDC in effect at the time of the request for such use. 3.6 DEVELOPMENT STANDARDS A. Table 3-I sets forth the development standards for land uses within the "R1" and "R2" Districts. B. Site development standards for single family uses apply to individual residential lot boundaries. Multi-family standards apply to platted parcel boundaries. C. Multiple family buildings shall have 1.5 parking spaces for all bedroom unit types, with an additional 10 percent of parking for multiple family buildings to accommodate guest parking. D. Standards for parking, landscaping, signs and other land uses where such standards are not specified herein or within are to be in accordance with the LDC in effect at the time of site development plan approval or preliminary subdivision plat approval. Unless otherwise indicated, required yards, heights, and floor area standards apply to principal structures. E. Development standards for uses not specifically set forth in Table 3-I shall be established during site development plan approval as set forth in Article 3, Division 3.3. of the LDC in accordance with those standards of the zoning district allowing uses most similar to the proposed use. F. Attached or detached residences which include bedroom suites accessed from a courtyard and not the main house are permitted providing that: Packet Page-868- • 3/12/2013 11.C. 3-3 1. The bedroom suite structure must be connected to other portions of the residence in a manner that gives the entire residence the appearance from the street of being one single-family residence and elevation; 2. The bedroom suite structures must be accessible only from the enclosed courtyard and must not be accessible directly from the street; and 3. The bedroom suite structure shall not contain the residence's primary cooking facilities. Packet Page-869- 3/12/2013 11 .C. 3-4 TABLE 3-1 DEVELOPMENT STANDARDS FOR THE "R1 and R2" RESIDENTIAL DISTRICT SINGLE SINGLE TWO MULTI FAMILY ZERO LOT FAMILY& FAMILY FAMILY DETACHED LINE DUPLEX ATTACHED & DWELLINGS TOWNHOUSE Minimum Lot Area 5,000 sq.ft. 3,500 sq.ft. 3,500 sq.ft. 2,000 sq.ft. 2,000 sq.ft. Minimum Lot Widths 50 ft. 35 ft. 35 ft. 20 ft. 60 ft. Principal& 151t 15 ft. 15 ft. 15 ft. 15 ft. Accessory Side Entry e Front Yard Garag Front 10 ft. 10 ft. 10 ft. 10 ft. 10 ft. Setback ' ' Porches _ Garage or Carport on Na n/a n/a n/a 0 ft. Parking Lot Accessway Rear Yard Principal 10 ft. 10 ft. 10 ft. 10 ft. 10 ft. Setback 2'6' Accessory"'"' 10 5 ft. 5ft. 5 ft. 5 ft. 10 ft. Side Yard Setback Principal&Accessory 6 ft. O ft or 6 ft. O ft or 6 ft. O ft or 6 ft. 10 ft. 2,4,78,9,10 Maximum Height 3'13 35 ft. 35 ft. 35 ft. 35 ft. 45 ft. Minimum Distance Between 10 ft. 10 ft. 10 ft. 10 ft. 20 ft. Principal Structures Minimum Floor Area 1,000 sq.ft. 900 sq.ft. 750 sq.ft. 750 sq.ft. 750 sq.ft. Setback from Preserve— 25 ft 25 ft. 25 ft. 25 ft. 25 ft. Principal Structures _ Setback from Preserve— 10 ft. 10 ft. 10 ft. 10 ft. 10 ft. Accessory Structures 1 Front-yards are measured from the back of curb or edge of pavement(if not curbed). 2. Where adjacent to a lake or open space feature,setback is reduced to zero-feet(0'). 3. Building height shall be measured from the first habitable finished floor elevation of the unit. 4. Zero feet(0')or a minimum of six feet(6')on either side except that where zero foot(0')is utilized,the opposite side of the structure shall have a minimum distance between structures of ten feet(10'). Zero foot(0')yards may be used on either side of a structure provided that the distance between structures is ten-feet(10'). Patio and pool enclosures,pools and similar accessory uses may encroach into any side yard. Where a physical improvement(s)is proposed to be placed within the side yard setback and such improvement(s)will prohibit access to the rear yard for maintenance purposes,then an appropriate access easement with a minimum width of 3 feet shall be provided. 5. Minimum lot width may be reduced by 29%for cul-de-sac lots provided minimum lot area requirements are met. 6. For any lot served both by a street and an alley,the lot line adjacent to the alley shall be treated as a rear lot line and the setback shall be measured from the back of curb or edge of pavement(if not curbed). 7. Guest houses or bedroom suites are subject to setbacks requirements for principal structures 8. Accessory pool enclosure/screen lanai setback may be reduced to zero feet(0')when attached to common privacy wall. 9. Accessory pool enclosure/screen lanai setback from lake maintenance easement may be reduced to zero feet(0'). 10.Common architectural features such archways,arbors,and courtyard entry features shall be exempt from the minimum yard requirements listed above. 11. Principal or accessory structures may not encroach into any required landscape buffer. 12. Lots supporting a principal residence and a quest house shall have a minimum lot area equal to 1Y2 times the minimum lot area requirement of the principal use. 13. Limited to a maximum of three(3)habitable stories. Packet Page-870- 3/12/2013 11.C. 4-1 SECTION IV RECREATION DISTRICT 4.1 PURPOSE The purpose of this Section is to identify permitted uses and development standards for areas within the Livingston Village PUD designated on the Livingston Village PUD Master Plan as "REC". 4.2 GENERAL DESCRIPTION The approximate acreage of the Recreation District is indicated on the Livingston Village PUD Master Plan. Actual acreage of all development tracts will be provided at the time of site development plan or preliminary subdivision plat approvals in accordance with Division 3.3, and Division 3.2 respectively, of the LDC. The Recreation Tract is designed to accommodate customary recreational and amenity uses for a planned residential community. Depiction of the Recreational land use on the PUD Master Plan does not obligate Developer to designate a recreational land use for this acreage and this area may be developed with R1 or R2 District land uses. 4.3 PERMITTED USES AND STRUCTURES No building or structure, or part thereof, shall be erected, altered or used, or land or water used, in whole or in part, for other than the following: A. Principal Uses: 1. Community and recreational uses and facilities such as clubhouse and similar facilities that serve as an integral part of a residential development. 2. Shuffleboard courts, tennis courts, swimming pools, children's playgrounds and other facilities intended for outdoor recreation. 3. Open space uses and structures including, but not limited to nature trails, riding trails, fitness trails and shelters, boardwalks, landscape nurseries gazebos, and picnic areas. 4. Pedestrian and bicycle paths, or other similar facilities constructed for purposes of access to, or passage through the Recreation District. 5. Utility, water management and rights-of-way/access easements. 6. Lakes and water management facilities. 7. Land use and/or landscape buffers, which may or may not be easements, depending on the buffer use. 8. Lake excavations as permitted by Division 3.5 of the LDC. B. Accessory Uses: 1. Customary accessory uses or structures incidental to recreational areas and, or facilities, including structures constructed for purposes of maintenance, storage, recreation or shelter with appropriate screening and landscaping. Packet Page-871- 3/12/2013 11 .C. • 4-2 2. Signs as permitted by the LDC in effect at the time permits are requested, except as modified herein Section 2.17. 3. Any other accessory use which is comparable in nature with the foregoing uses and is approved through the process set forth in the LDC in effect at the time of the request for such use. 4.4 DEVELOPMENT STANDARDS A. Principal structures shall be set back a minimum of 10 feet from "REC" District boundaries and private roads, and 25 feet from all PUD boundaries and residential tracts, except where the PUD abuts a public right of way, in which case the setback shall be one half the height of the structure. In no instance shall any structure encroach into a required landscape buffer. 1. Accessory structures shall be set back a minimum of five feet from "REC" District boundaries and private roads, and 20 feet from all PUD boundaries and residential tracts, except where the PUD abuts a public right of way, in which case the setback shall be one half the height of the structure. 2. Lighting facilities shall be arranged in a manner,which will protect roadways and residential properties from direct glare or unreasonable interference. 3. Maximum height of buildings—35 feet. 4. Minimum distance between principal or accessory structures which are a part of an architecturally unified grouping— 10 feet. • 5. Minimum distance between all other principal structures— 15 feet. 6. Minimum distance between all other accessory structures— 10 feet. 7. Minimum floor area- None required. 8. Minimum lot or parcel area - None required. 9. Standards for parking, landscaping, signs and other land uses where such standards are not specified herein are to be in accordance with LDC in effect at the time of site development plan approval. Packet Page-872- . „STbYN ._,....) .. —..._�..n.a..,.,,.....< 3/12/2013 11 .C. ar xtaxn r.uuu•h OI.c PO iO U 52IdVN z alms '2 tWQ c e- -4' I ID 71/Mrt11 Mt 7M II 7JPIW1 I. .IJHIHX9 mOw '8�v� 7inA:too HY7d MZLSYM Q/ld 031d�10dY00NI1N3Wd073179NINNV7d mean � . ..�...... 0lld3`Jtl771A NO,GS'JNIA17 { • 1 ' , E A 9 #), ,i . _ i;;;=)4 .7 9 o I . \\ X. 1<\'-- Mi z i A \1111111111\ I !15 1.2 di›-in< tp� J ®� \ d 1 , . C 0 fall St\2 2 c::C .f.1 1 *. ., . ___________ . 1 , 11®oo o \ Q.' C--\ D'II t ,,... g ,, i \ L,...., , \\* < EE IA, 4 • c? rig ,,m ' \Milli .i• \ oo M 0 s yyF� t V� \ p< MW \• i u g3qq \ W otl g � g A .. 11 II I i 1:3 Yniiii 1 : 1 J < \ n Ryy(�� N il t 0 .. . Li kill, 2 ' _! .,CVOM NOISONINI t i N a Packet Page-873- 3/12/2013 11 .C. r-rfl .1s rr rn STATE OF FLORIDA)' ow COUNTY OF COLLIER) q+ o am I, DWIGHT E. BROCK, Clerk of Courts in and for the Twentieth Judicial Circuit, Collier County, Florida, do hereby certify that the foregoing is a true copy of: ORDINANCE NO. 2003-23 Which was adopted by the Board of County Commissioners on the 13th day of May, 2003 , during Regular Session. WITNESS my hand and the official seal of the Board of County Commissioners of Collier County, Florida, this 19th day Of May, 2003 . DWIGHT E. BROOK Clerk of Courts, and Clerk Ex-officio to Board, •af' County Commissioners By: Marie Clos, Deputy Clerk Packet Page-874- Figure 10-2 Collier County 2030 Highway Needs Plan 3/12/2013 11.C. i t BONA BEACH',.RD! �� \\\,e 0 1.o-tr C Lee County 0 h ' O r.► M Collier County Aa m : VETERANS C w MEMORIAL • C- Z OIL WELL RD ._.. , .7, 111 AVE RANDALLBLVD,. ,,., ,, . . 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BROCK, CLERK BIT 7240 DEVELOPER CONTRIBUTION AGREEMENT MARBELLA LAKES THIS DEVELOPER CONTRIBUTION AGREEMENT ("Agreement") is made and entered into thist day of Oc,\vo\, - , 2006, by and between Tousa Homes, Inc., a Florida corporation ("Developer"), with an address of 12550 New Brittany Boulevard, Suite 101, Fort Myers, Florida 33907, and The Board of County Commissioners of Collier County,Florida, as the governing body of Collier County ("County"). All capitalized terms not defined herein shall have the same meaning as set forth in the Collier County Consolidated Impact Fee Ordinance, Ordinance No. 2001-13. RECITALS: WHEREAS, GMAC Model Home Finance, LLC, a Delaware limited liability company ("MHF") is the owner of that certain parcel of real property located in the County, described on Exhibit"A"attached hereto and made a part hereof(the"Property"); and WHEREAS, pursuant to c,• .iii,la,4 1 - --A •: --n Developer and MHF, Developer holds an option to purchase t i?`•• •-rty and is ob ' a?e,_., o develop certain infrastructure improvements on the Property. WHEREAS, the Prope is i ten `to�be de elo•ed as residential community to be i'ry known as"Marbella Lakes" th .pm '') .. ,• '1 WHEREAS, the C G e• - 1- dr.hl� De•.y :',e ign, obtain permits for and construct Whippoorwill Wa fr.,gm the main entrance thl C ity to the existing southerly terminus of Whippoorwill Lacterl ttratford Place (the-, ra e "Auld WHEREAS, Developer h: _ - • to unde . the roject on the terms and conditions set forth herein; and ' tJ CIS WHEREAS, the Transportation Administrator has recommended to the Board of County Commissioners that the Project is in conformity with contemplated improvements and additions to the County's transportation network and that this Agreement will be advantageous to the public; and WHEREAS, after reasoned consideration by the Board of Commissioners, the Board has authorized the County Attorney to prepare this Agreement with the Board finding that: a. The Project is in conformity with the contemplated improvements and additions to the County's transportation system; b. The Project, viewed in conjunction with other existing or proposed plans, including those from other developers, will not adversely impact the cash flow or liquidity of the County's road impact fee trust account in such a way as to frustrate Packet Page-877- OR: 4124 PG: 3/12/2013 11.C. or interfere with other planned or ongoing growth necessitated capital improvements and additions to the County's transportation system; c. The Project is consistent with both the public interest and with the County's existing comprehensive plan; d. The Project is consistent with the most recently adopted five-year capital improvement program for the County's transportation system; and WHEREAS, Developer has paid the required Two Thousand Five Hundred Dollar ($2,500.00)application fee for this Agreement. WITNESSETH: NOW, THEREFORE, in consideration of Ten Dollars ($10.00) and other good and valuable consideration exchanged amongst the parties, and in consideration of the covenants contained herein,the parties agree as fo • ' 1. All of the above ' Vic. • LS are true . ,,bo ect and are hereby expressly incorporated herein by referen as sew t forth fully below. 2. Attached as Exhibit"ii" ' fie a o ing the Development and the Project. Attached as Exhibits("C1-:`r" Specifications for the Project. Developer, consistent with ir-.i o •'1 pplic?bl- 1.ws and regulations, will design, obtain all permits and build roject in accor•an wit1 xly "B1-B3" and shall provide a construction engineer inspect proved by the Co _• ' o .ie the Project. The County will also inspect the roadway to en '`� t meets all applicii• • ,and regulations. Construction work and drainage improvemen •e sufficient to - :Youth Florida Water Management District standards. Developer sha" `otic -i'L it, V,Ot. odify the Plans and Specifications without the prior written approval o` • fiti . Construction will be programmed to commence no later then one year from the approval of this Agreement, and will be substantially completed within one year of approval of all permits. The County may extend the start date if the Developer is delayed in obtaining the necessary permits through no fault of his own. Developer will provide prompt written updates as to the status of the Project following written request by County Transportation staff. It is intended (but not guaranteed) that following completion of the Project, signalization shall be installed at the intersection of Whippoorwill Way and Livingston Road, if warranted. If installed, Developer shall pay its fair share of total costs incurred for the signalization of the intersection of Whippoorwill Way and Livingston Road. Developer's fair share shall be a percentage of the cost based on the number of users which will access the traffic signal. 3. Attached as Exhibit "C" is a Final Certified Estimate of Probable Costs prepared by Developer's Professional Engineer. As set forth in Exhibit"C,"the estimated cost of the Project is $1,271,813.96. In the event that there are any changes in the plans or costs for the Project, Developer shall submit a change order to the County, and may petition the County for the 2 Packet Page-878- OR: 4124 PG: 3/12/2013 11 .C. additional costs of the Project, as set forth in the change order. The cost estimate includes Thirty Thousand Dollars ($30,000)for mitigation costs. This amount is an approximation and is subject to changes in mitigation credit prices at the time the credits are secured. Except for mitigation costs, total project costs eligible for impact fee credits shall not exceed $1,435,131.32, which includes a 15% contingency factor. 4. Attached hereto as Exhibit "D" is a copy of the Impact Fee Ledger setting forth the amount of Impact Fee Credits granted pursuant to this Agreement, which shall be adjusted to conform to all approved change orders and actual mitigation costs. In the event that the actual cost of designing,permitting and constructing the Project is less then the Final Certified Estimate of Probable Costs, as modified by approved change orders, then Exhibit "D" shall be amended to reflect these reduced costs. These road impact fee credits may be assigned or otherwise transferred from the Development to another development by written agreement executed by the County, provided that both developments are owned by Developer and are within the same impact fee district. No such assignment or transfer of impact fee credits shall be allowed until the Development has been completed, and such assignment or transfer must fully comply with the Collier County Consolidated Impact -4410 ii - The credit for road impact fees identified herein shall run with the Develop • =;t ial• •r= .- •uced by the entire amount of each road impact fee due for each b- eft`• permit issued t - -4n, til the Development project is either completed or the credits/ar, exhausted or otherwis no onger available, or have been assigned by operation of or curs • F 4 •-,• • • • ,. agree en with County. The foregoing reduction in the impact fee red' •- . b- ---•c -• .• .-• .,,the ount of the impact fees in effect at the time the buildi . ' s4. t s 1 8 vel per's obligation to notify the County that a credit is avail , •a''a u •+ t• pe J s a ' d for in the Development. 5. The County shall C"' to Developer a • -o -w rmit over that portion of the Project which is located wit ✓ County right-of- ay,t le Developer to complete the Project Improvements. ‘);C2,7,s, 6. As described in Exhibit "E' elEc'i Parcel"), approximately 4,000 square feet of land to be utilized in the Project is located on lands owned by MHF which is not otherwise reserved for County right-of-way. Within 60 days from written request by the County, but no later then Developer's completion of the Project, Developer shall cause MHF to dedicate and convey the Dedicated Parcel to the County, the fair market value of which parcel MHF and the County agree to be $18,365.48, which was defined in the Livingston Village PUD as fair market value at the time of adoption of the Livingston Village PUD. In exchange for such conveyance, the County shall provide to the then-current owner of the Dedicated Parcel, at County's option, the same sum in either cash or in road impact fee credits, or some combination thereof, in the manner set forth by the then-current Collier County Consolidated Impact Fee Ordinance. This conveyance is to be free and clear of all liens and encumbrances, and made by statutory warranty deed, the form of which is attached hereto in Exhibit "F". The County will be responsible for paying the costs of any title work and searches, and Developer shall be responsible at all costs for promptly removing or curing any liens, encumbrances, or deficiencies revealed in any title work. Upon receipt, the County shall record the deed in the Public Records of the County and shall assume the costs associated with the recordation. With respect to this provision, time is of the 3 Packet Page-879- OR: 4124 PG: 3/12/2013 11 .C. essence. It is acknowledged that Developer's failure to cause the prompt conveyance of the Dedicated Parcel to County, as set forth herein shall result in actual damages to County. In that actual damages are difficult to ascertain with substantial certainty, the parties agree that Developer shall pay to County as liquidated damages the sum of$1,000 per day for each day past the above 60-day deadline that the warranty deed is not delivered to County. Such liquidated damages will be paid in place of County's claims for actual damages, and may be used as an offset to the Impact Fee Credits granted herein. 7. The parties agree to perform or cause to be performed any and all further acts as may be reasonably necessary to complete the transactions contemplated herein, including, but not limited to, the execution and/or recordation of further instruments. The parties will reasonably cooperate with one another to coordinate and achieve the construction of the Project. 8. All notices, elections, requests, and other communications hereunder shall be in writing and shall be deemed given: (a) when personally delivered to the recipient; (b) three (3) business days after being deposited in the United States mail,postage prepaid, to the above-listed address of the recipient; (c) the nextness-d- after being deposited with a recognized overnight mail or courier delivery rx !' e ansmitted by facsimile or telecopy transmission. .e` 9. Nothing in this Agfee • is intended_ip. c Bate a •rship or joint venture between the parties and none of the parties to is e- ent shall be c nstrued under this Agreement as being partners or joint ven ers • :r y 1 10. This Agreement ifs•" ..4r • •- sI '•f th-4...., i this Agreement and no right or cause of action shall acc r6 reason hereof to o ' •r th beti of any third party not a party hereto. Nothing in this Agre R expressed or i ` d i tt nded or shall be construed to confer upon or give any perso tfr etty any right, reme. ccu aim under or by reason of this Agreement or any provisions o ns hereo _ an the parties hereto and their respective representatives, heirs, success4l s 11. If any provision of the Agreement, the deletion of which would not adversely affect the receipt of any material benefits by any party to this Agreement or substantially increase the burden of any party to this Agreement, shall be held to be invalid or unenforceable to any extent by a court of competent jurisdiction, the same shall not affect in any respect whatsoever the validity or enforceability of the remainder of this Agreement. 12. MHF shall have no liability whatsoever for any obligations hereunder. By execution hereof, MHF, as the owner of the Property,joins in and consents to the terms of this Agreement. 13. The burdens of this Agreement shall be binding upon, and the benefits of this Agreement shall inure to, all successors in interest to the parties to this Agreement. Except as otherwise provided herein, this Agreement shall only be amended or cancelled by mutual written consent of the parties hereto or by their successors in interest. This Agreement contains the entire agreement among the parties hereto, and supersedes any and all prior agreements, 4 Packet Page-880- OR: 4124 P 3/12/2013 11.C. arrangements, or understandings, whether oral or written and whether recorded or unrecorded, between the parties hereto or their predecessors in interest, relating to the subject matter hereof. 14. Developer acknowledges that the failure of this Agreement to address any permit, condition, term or restriction shall not relieve either the applicant or owner, or their successors or assigns, of the necessity of complying with any law, ordinance, rule or regulation governing said permitting requirements, conditions,terms or restrictions. 15. In the event state or federal laws are enacted after the execution of this Agreement, which are applicable to and preclude in whole or in part the parties' compliance with the terms of this Agreement, then in such event this Agreement shall be modified or revoked as is necessary to comply with such laws, in a manner which best reflects the intent of this Agreement. This Agreement shall not be construed or characterized as a development agreement under the Florida Local Government Development Agreement Act. 16. Developer shall execute this Agreement prior to it being submitted for approval by the Board of County Commissioners. i1,,�`ra I . •.'ttal, Developer shall also deliver to the County an attorney's letter attestin! 4•ati,A:, ` i., y 'ty duly formed, validly existing and authorized to conduct its busine 6ti ,.o ier County; tha • i reement has been duly approved by Developer; and that the p son i:ninl on behalf of D- elo'ier has the legal and corporate authority to do so. This Agrkem nt ,• -• be rec. • t, \by the oty in the Official Records of Collier County, Florida, within t2 oucteen ' d•_ . • - .- ._+un enters into this Agreement. Developer shall pay all cost of i(�,rd / • ,, • Ag - -. . o y of the recorded document will be provided to the Develope .. e. t. I, 1 ;.-.\ ' 17. This Agreement\sal\be governed by . •.�; ost . /under the laws of the State of Florida. The parties shall atte ,. ood faith to reso e.�n drs ute concerning this Agreement through negotiation between au 0; -. representatives f4h e efforts are not successful, and there remains a dispute under this • _+de 1 - - .. first use the County's then current Alternative Dispute Resolution Proced`ti : ' . •- e conclusion of this procedure, either party may then file an action in the Circuit Court of Collier County, which shall be the exclusive venue with respect to any disputes arising out of this Agreement. 18. Any future reimbursement for excess credits shall come from future receipts by the County of Road Impact Fees. However, no reimbursement shall be paid until such time as all development, as defined by the Transportation Administrator, at the location that was subject to the credit has been completed. Such reimbursement shall be made over a period of five (5) years from the completion of the Development. 19. An annual review and audit of performance under this Agreement shall be performed by the County to determine whether or not there has been demonstrated good faith compliance with the terms of this Agreement and to report the credit applied toward payment of road impact fees and the balance of available unused credit. If the Collier County Board of Commissioners finds, on the basis of substantial competent evidence, that there has been a failure to comply with 5 Packet Page -881- OR: 4124 PG: 3/12/2013 11.C. the terms of this Agreement, the Agreement may be revoked or unilaterally modified by the County. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by their appropriate officials, as of the date first above written. REMAINDER OF PAGE INTENTIONALLY LEFT BLANK CtR 0 0 0 P. '-1 , , , 0 , .Th,-- y.,,,,,, a,,, ......, ,,,. 7., , ,. .0 ,--, , L, 0,, ,, co, 2[j ci: . 6 Packet Page-882- OR: 4124 PC 3/12/2013 11.C. WITNESSES: TOUSA HOMES, INC., a Florida corporation _ JI$ A �,�„� By: Print Name: �—..,�,� s 4_ A. Cobb, Division Presiders ,�t,.--i9LvG _ .� Print Name 't 1 L Liter-n,...{- STATE OF FLORIDA ).-i •,-R �.,�� COUNTY OF cp\- e> , C{-L The foregoing instrume v r s ack'now befo me this �p day of 2006 by David A. C..1) as • is.. 'r TOUSA Homes, Inc., a Fl rida corporation, on beh if • ' the . .�r ti n. ,) all); known to me or has produced �1 ) 4 i )as identification. _ n . ` , Notary: Id. /b /- NOTARY SEAL `'i ' tary Public, State o � /1L1V� SARA A 'Q Q I 5 2007 4 '` MY COMMISSION I DAD 189544 , �`� CI I�` y,1 r 3 EXPIRES:July 5,2007 '"�ettt,� Bonded Thn,BMW Pie IlndenrtMers 7 Packet Page-883- OR: 4124 PG 3/12/2013 11.C. Asst: ..... '` BOARD OF COUNTY COMMISSIONERS �. DWIGHT E.BROOK, Clerk COLLIER COUNTY, FLORIDA, _61 co)iiulatict, k. BY: Attest' as to Om lr s Deputy Clerk FRANK HALAS, Chairman signature onl Appr y orm and legal sufficiency: Visa Jeffre 1. • 1 atzkow Mana: ng i ssistant County Attorney Co Q(OL 6)PD f" CC-3 cc°- 8 Packet Page-884- OR: 4124 PG 3/12/2013 11.C. JOINDER AND CONSENT The undersigned hereby joins in and consents to the Road Extension Agreement to which this Joinder and Consent is attached. WITNESSES: GMAC MODEL HOME FINANCE,LLC, a Delaware limited liability company L P Print Name: (11ii M4 Y1 By: ‘Alk Print . e: Marc P.Paniccfa 4. Title: Vice President ..../ ' • Prin N. e: lriffiGI'. o C , / v 1 STATE OF r' I - COUNTY OF 4411'1 Opy) The foreg ing i • a,, was ac'=' • lea gee, be ore and 1 r. . day of 2006 by OIL h ' .— , as 4,.. tie) of GMAC Model Home Finance, LLC, kOz ware limited liab r a `co y, on behalf of the company. He/she is personally known tom produced/K / as i enh cation. ``� �,��� CI���� %%yu mtuii,'i Q'Nt,!,M. Gy 4��� Notary: NOTARY `'�� :4, 'a9 Print Name: Ori is U (Tht a x. - Notary Public, State of V, I)W._ 9 • OF ; My commission expires: —31—O$ ii3.,...• L.i:::-..M .."%/4, nnm 9 Packet Page -885- OR: 4124 PG: 3/12/2013 11.C. LIST OF EXHIBITS ATTACHED TO AGREEMENT (TO BE FINALIZED AT FINAL DRAFT) Exhibit"A" Locus map Exhibit"B l-B3" Plans and Specifications Exhibit"C" Final Certified Estimate Exhibit"D" Impact Fee Ledger Exhibit"E" Dedicated Parcel Exhibit"F" Warranty Deed Example U tfr Ci 10 Packet Page-886- OR: 4124 P 3/12/2013 11.C. Whipporw ill to Livingston Connection iNi• N.\ ........ i 177 I "amp, , - --, 4 Ifriill _1•Y. 1.it , i k ' I. _ mi,P .A iikario ...., , .- \ ------ - -- —-- ......t„, , •- - ---- - Pine Ridge Road .' - ----_— --...,i, ---- - - __ , .. , 4. ' ■ / . , . • . if- .'"I`.-.7- •i: ;1'7. 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DRUM 6.441 IX Ile.PVC # DM NW C01114 SECTION Al—Al /LT.& e at IX.a. + am 1�C1Ar oERr) t� 7S LOA a ar PM V LSE.LE R C�� - E1C s GAL as ``�-�p ) ��T..} sr 1r Lam 1 III 1 3el I a ELEV.160'! (114701 G �wi-,.,-'+axi- ....� w w,w1 CUM r M s --in i-=� Via . N W v IAN DIM) as POTION A2—A2 `�,. a 1 pi iIIE CV•ffC\-) IN ox -� RAIL RCM at nr[v um.LL X N >r GO Q oc s C.&E. _ rs r ar IV tel CZ -I/- E E r -rut/ E .`"'I•"wok a.-1aa r—a1 6 er Issej 16 a rat s w 3 ELDL ZS* Guam et ONO 4 �.._ rr6:5. ass '.r-: r " - U- s .dy �SILT ED10 �psT Fir�6E0 oV �J 1 OiOC aRO1110 I ea Ir 3•+ 10, WED AM WO SECTION A3—A3 N.T.S. 1111110110 n SL I3 II IIPPOORPTLL J4JJ nsaer n Dail. u�IxenoRS&„eau wenwnmoma Q,aGms Y. MNwOR . ASSO•CIATES,PA • , Q *PPM= M.W.M. 02118/T B-2 bogies, wawa NI......... 0 =Ma M.S. WwW.ORALIDemvx014 SEPTO®ER 2006 1Rw�aa,14/11q,„nl BUTZ=mamesl . I Packet Page-889- OR: 4124 P 3/12/2013 11 .C. 70.tall I I•T1rc IV NMI NOM a 1/r TM M MILT W W •:•/-1 I:f• ak•A-A:-.1.N.:4:0 Oa 401 triiiii PAVEMENT DETAIL ;.>.. NM ,.)am AND—.1 184 AlPlarE O1 OF DAL a-Ia 7e v a.)uMM6a sou OtTIND t X00 E,OS EOM of MOW 00 QM >U s 3 �Ea,K LEN SECTION B7—B1 N.T.S. f 7r RAIL .6101 ar M r - 1111 •k j-Wi'ffits."4,01.94, 01 r,,,,\,.,— mill_._,IL,MMIIIP „...., . .„..,___ ,......„ 4 _ eta• 1 M r- ii_,1), S Ccp PET G - .. /41 ::11Q.� ,'.` 70'R.PM. 01 1 ex 1 s t ►' w r r a .-s is n't,, rz m D .L1r124 1 E♦ 1' m SECTION B3-B3 ILT.S S 1 .r g g DMOM® L e ■ WHIPPOORWILL LNE annenEntana an Dam we D.J.S. Q.GRADY MINOR&ASSOCIATES,P.A. I, IIINIM APPEDVIle MAUL . OM ,1 X101 •*V! 3;lle •.lwfnl'wf.A.o.fac7s .a0..� E7MT B-J -COM uY& SCALE N.T.S. WWW.Q2AAD1'I■10a.00Y s 2006 1.:11,8141:4 MEM /� 1 . 1 Packet Page-890- OR: 4124 PC 3/12/2013 11 .C. Whippoorwill Lane -Whippoorwill Way Connection Engineers Opinion of Cost Summary dated September 15,2006 Estimate Additional Costs Total Est. Master Plan and Design Engineering,Permitting,and Design 1 Phase Surveying $ 68,290.00 $ 25,920.00 $ 94,210.00 2 Construction Phase Engineering,Geotechnical,and Surveying $ 36,670.00 $ - $ 36,670.00 3 Submittal Fees $ 47,151.62 $ - $ 47,151.62 4 Legal $ 5,000.00 $ - $ 5,000.00 5 Earth Balancing „/�q�s 367,061.67 $ - $ 367,061.67 6 Storm Sewer ". 1] �,� 4 j `'`.253,384.00 $ - $ 253,384.00 7 Paving /,� �,-- V .8,336.68 $ - $ 468,336.68 Sub Total $ 1,245,893`66 $ 25,920.00 $ 1,271,813.96 15%Contingency / CI \.______. r$., 163,317.35 $ - $ 163,317.35 Total Costs / $\ 1,409,211.32 $ 25,920.00 $ 1,435,131.32 ~.1 , 1_(1.-,) ...... --1.. ,c) --,--p \\4.---(,) „4--, N„....._______ 7-tiE I '4\- • (.....) cv.._____Yc--\- „taw,. „.. Packet Page-891- OR: 4124 P 3/12/2013 11 .C. T c ei irol is . I— Ci X g ` 3 z a € I5 w w c PI gCC �al 5 co Zw � IA 2 CCI `v V' O0 I H y 17'. 0 0 ; v Ere H Z W ,7 `-,r1;V-1 IIIINIV d m W W s_ c.1 X O t- '`zi, a 0 ,ii '‘.- ! \ ON--., -4 _ , , , o g C4 t g W m rx Q 2 G Packet Page-892- OR: 4124 F 3/12/2013 11 .C. 12 Z§ J v U. tg aj R y w L�� YL wq akset .c,,vgRRvivsp. 41 t 0, - a co 9.... - g 1-;§4-.A' , - arsNi3i... gl lg 1 5 o z cot.* k Nck,ct") 8 2khll iblIR %11 .t, i'l W `' '' z a c� c��� � R �`, (� C7 v of m Ili arl 111 03 cc , ..„. 1,i, p „ _ , . 0 4_ g: u) z t, 0 g v �� ( ``L c)°:, -*"%:<)\\)'''-1---\\) m� �� h L. ztzl-iligii .),cia tr'•-:,. g 1.37C . a._. ,._ w , til u.i.zsirs,..ii4Eizs --q. 1:4 2 -t c li5'.g t:R.:0 A \..,., t ga;V . ) ....., - 1 •+ M 1— z. `4z'l ks ';'-,A Ig 714, ..o) 1 c=C 1.1t1 Zee t.)glv. 1_,_,,, ,k, 1... ..,,,i, c)/kgg t...c . 0 i.._,. .:,\-.7.-,, t-- ,.,4 m sx1. 1.....„......„,?d Et bi .4,2, , c ,,4 ______).„_.-______J ::...s ka 0 10000' _ �Q a E-441 L m ''� V F o lj OS 0001.T • Pr�� �. 4 V 1N3/N3Sb'3 %VI O?J it co co r'''' N 00°24'35'W I / // A t3 - . ..-z• N. ga:Z. gg :c3 1 R i I 100.00' �~� si �� I / I s' :oa' ci) Z ` IiU IU YY - rUUL `:1 L - r i��- y -1�iJI iJJYJ`.� .' •.1Y tU JJ/�Y . l` �J VVY/i - i- , J Packet Page-893- *** OR. 4124 P 3/12/2013 11.C. ; PROJECT NOVAE: PARCEL NOW PARENTTFIACT FOU0 NO. WARRANTY DEED THIS WARRANTY DEED made this day of 20_.by,(hereinafter referred to as"Grantor),whose post office box Is(ADDRESS) to COWER COUNTY,a political subdivision of the State of Roricla,its successors and assigns,whose post office address 3301 Tamiami Trail East.Naples,Florida,34112 (hereinafter referred to as'Grantee"). (Wherever used herein the terms'Grantor and'Grantee'aside all the parties to this Instrument and their respective heirs.legal representatives,successors and assigns.) WITNESSETH:That • ;an_kin consideration of the sum of Ten Dollars ($10.00) and' •4,-- lit,••'," •-•10.•• •JatiT, receipt whereof is hereby acianwiedged, ,bargains,sellt4lowiiii,,,_iernites, releases,conveys and confirms unto twit ,al drat certain lancl' w County,Raids,b Wit • .- ""xliatel:khe bY reference. cr • , •• • • ( •••• is e - • •- •-• • •'•, tbe Grantor. • ) appertaining• /::.5""` TO HAVID TO HOLD the same simplefitiihrier. said AND the • .• • covenants with ,Skrantee that the Grantor Is lawfully seized of said • • ,:stirkivititAti,at the. • ,god right and kwilui authority to sell and convey said .•• fieribkully warnints the title to said land and m defend the same •!.• .,7 ' of d persons whonisoevec arid that .I said lend is free of al encumbrances except as noted above. IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. WITNESSES: By (Signature) (GRANTOR NAME] (Print Full Name) (Signature) • (Print Full Name) Packet Page-894- 3/12/2013 11 .C. k N oEt' ORDINANCE NO.06— 61 �` \k• 4 AN o2st nt it ots\. y� COMMISSIONERS OF OF THE BOARD COLLIER F COUNTY FLORIDA, AMENDING ORDINANCE NUMBER 2004-41, AS AMENDED, THE COLLIER COUNTY LAND DEVELOPMENT CODE WHICH ESTABLISHED THE COMPREHENSIVE ZONING REGULATIONS FOR THE UNINCORPORATED AREA OF COLLIER COUNTY, FLORIDA, TO AMEND THE APPROPRIATE ZONING ATLAS MAP(S) TO CHANGE THE ZONING CLASSIFICATION OF THE SUBJECT REAL PROPERTY LOCATED APPROXIMATELY 3,500 FEET SOUTH OF PINE RIDGE ROAD IN SECTION 18, TOWNSHIP 49 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, FROM THE AGRICULTURAL (A) ZONING DISTRICT TO THE RESIDENTIAL MULTI-FAMILY-6 (RMF-6) ZONING DISTRICT FOR A PROJECT KNOWN AS CAYO WHIPPOORWILL AND PROVIDE FOR AN EFFECTIVE DATE. • WHEREAS, Gary Butler of Butler Engineering, Inc. and Brian Mansour, representing SJC Whippoorwill,LLC,petitioned the Board of County Commissioners to change the zoning classification of the subject real property as part of Petition Number RZ-2005-AR-8039. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY,FLORIDA,that: SECTION ONE: The zoning classification of the subject real property described as: The South %of the South %7 of the Northwest%of the Southeast Section 18, Township 49 South,Range 26 East, Collier County, Florida is changed from the Agricultural(A)zoning district to the Residential Multi-Family-6 (RMF-6) zoning district for a project known as Cayo Whippoorwill. The appropriate zoning atlas map(s), as described in Ordinance 2004-41 as amended, the Collier County Land Development Code is hereby amended accordingly. The herein described real property is the same for which the rezone is hereby approved subject to the conditions set forth in Exhibit A. Packet Page -895- 3/12/2013 11 .C. SECTION TWO: This Ordinance shall become effective upon filing with the Florida Department of State. PASSED AND DULY ADOPTED by super-majority vote of the Board of County Commissioners of Collier County,Florida,this /2 day of wv,2006. ATTEST: . BOARD OF COUNTY COMMISSIONERS DWIGHT E.BROCK,CLERK COLLIER COUNTY,FLORIDA : By: — _ ...�„ :,� Deputy Clerk FRANK HALAS,C • VI Approved as to form and le:al sufficiency: -01111d Jeffre t A. ' atzkow Assis • t 4 ■unty Attorney Attachment: Exhibit A—Conditions of approval,dated December 19,2006 RZ-2005-AR-8039/KD/sp This ordinance filed with the Secretory of tote's Office the u day of -C '(^ and acknewisdgement of that fiii received this___4_,-.9._day of� °gouty Clerk Packet Page -896- 3/12/2013 11.C. CAYO WHIPPOORWILL REZONE RZ-2005-AR-8039 CONDITIONS OF APPROVAL 1. Prior to the issuance of a Certificate of Occupancy for all units, the developer, or its successors and assigns, shall pay to the Collier County Affordable housing Trust Fund the sum of $1,000 for that unit. The payment of this sum set forth shall reflect a credit to the project's obligations to pay fees that may be adopted in the future by the County relating to the provision of affordable or workforce housing. 2. Prior to allowing clearing in pine flatwoods (411), the developer must provide a survey performed by a qualified biologist to Environmental Services staff identifying any listed air plants. Any air plants so identified must be relocated to the preserve area prior to the pre-construction meeting. The survey and subsequent relocation shall be subject to review and approval by Collier County Environmental Services staff. Proof of completed relocation shall be provided to Environmental Services staff at the pre-construction meeting. 3. Certificates of Occupancy shall not be issued until the roadway connection from Whippoorwill Lane to Livingston Road is fully operational. 4. The developer, or its successors and assigns, shall pay to Collier County the proportionate fair share of the Whippoorwill Lane to Livingston Road extension and the Pine Ridge Road and Whippoorwill Lane signalization costs as those amounts are determined by Collier County Transportation staff. Payments shall be rendered in accordance with the regulations in effect at the time or as determined by Collier County Transportation staff. Revised: 12/19/06 to incorporate Board conditions Conditions of Approval 12-19-06 FINAL.rtf Packet Page-897- 3/12/2013 11 .C. STATE OF FLORIDA) COUNTY OF COLLIER) I, DWIGHT E. BROCK, Clerk of Courts in and for the Twentieth Judicial Circuit, Collier County, Florida, do hereby certify that the foregoing is a true copy of : ORDINANCE NO. 2006-61 Which was adopted by the Board of County Commissioners on the 12th day of December 2006, during Regular Session. WITNESS my hand and the official seal of the Board of County Commissioners of Collier County, Florida, this 19th day of December 2006 . DWIGHT E. BROCK Clerk of Courtii8 �lerk Ex-officio to ,Board oft County Comttriesoriers` `y :y: Teresa D'i!l?lard Deputy - Packet Page-898- flAA000 ADf I1AU Dr. 1)no 3/12/2013 11.C. Retn: =■ VVVVJ VAS. 7141.1 1 V. d.VJ .` . CLERK TO THE BOARD RECORDED in the OFFICIAL RECORDS of COLLIER COUNTY, FL INTEROFFICE 4TH FLOOR 05/29/2009 at 08:14AM DWIGHT B. BROCK, CLERK BIT 7240 AMENDED AND RESTATED DEVELOPER CONTRIBUTION AGREEMENT MARBELLA LAKES THIS AMENDED AND RESTATED DEVELOPER CONTRIBUTION AGREEMENT ("Agreement") is made and entered into this ;;,(D ay of , 2009,by and between Marbella Lakes Associates, LLC, a Delaware limited liability t.4pany ("Developer"), with an address of 1600 Sawgrass Corporate Parkway, Suite 400, Sunrise, Florida 33323, and The Board of County Commissioners of Collier County, Florida, as the governing body of Collier County ("County"). All capitalized terms not defined herein shall have the same meaning as set forth in the Collier County Consolidated Impact Fee Ordinance, Ordinance No. 2001-13. RECITALS: WHEREAS, Developer is the owner of those certain parcels of real property located in the County, described on Exhibit "A" attached hereto and made a part hereof(the "Property"); and WHEREAS, the Prope i ed to berme , O ot as a residential community to be known as"Marbella Lakes" ( ` elopment"); and WHEREAS, the c en Planne Una Development Do ument for the Development (hereinafter referred to as t e "; . 0"%44• ' • • d by\the Collier County Board of County Commissioners on Ma.: 1;, 240 , b f i . - 13 3 which ordinance created the Livingston Village PUD,no . .,,;,rte 'L LO ' /. • '.. es' :d F-4 WHEREAS, Count ered into a 11 o f e tribution Agreement dated October 10, 2006, with To. . omes, Inc., a Flo • orporation ("Tousa"), for the Development, which agreement .led in the • ' csaa cords of Collier County at OR Book 4124,Page 2172, et seq. (the ' •u/4 . M per, b WHEREAS,Developer represents and warrants to the County as follows: 1. According to the recitals in the Tousa DCA, at the time of the Tousa DCA, GMAC Model Home Finance, LLC (MHF) owned the Property. Tousa was the developer of the Property under an arrangement with MHF which gave Tousa the option to acquire developed lots/parcels in the Property. Tousa acquired some but not all of the lots/parcels in the Property pursuant to that arrangement. 2. Developer acquired title to the Property as follows: a. By General Warranty Deed dated June 9, 2008 and recorded in the Official Records of Collier County at OR Book 4380, Page 4084, et seq., MHF conveyed to DOA Properties VIII (Marbella Lakes), LLC the entire Property less the lots/parcels previously conveyed to Tousa. Packet Page -899- • OR; 445 3/12/2013 11.C. b. On July 30, 2008, DOA Properties VIII (Marbella Lakes), LLC changed its name to Marbella Lakes Associates, LLC,which is the current name of the Developer. c. By Quit-Claim Deed dated October 21, 2008 and recorded in the Official Records of Collier County at OR Book 4403, Page 0450, et. seq. and by Special Warranty Deed dated October 21, 2008 and recorded in the Official Records of Collier County at OR Book 440 3, Page 0456, et. seq., Tousa conveyed its interest in the Property to Developer. d. As such,Developer is the presently the owner of the Property. 3. Developer, by virtue of having acquired title to the Property, has succeeded to the interest of Wallace L. Lewis and Marian H. Gerace, as the original "developer" under the PUD Document, and as successor in interest, has all rights and is responsible for obligations set forth in the PUD Document; and WHEREAS, Subsection 2.20(L cument provides in part as follows: "The developer shall res . the northe 0 feet width between the mid-section line of S A�ti 18 and 1-75, app�xiz at y 5.3 acres, ("Eastern Roadway Reservatio Area" o-aeeemdate a otential alignment of the potential westward a tensio o Gr-;- • : ��ulev for w 'ch\an alignment study is scheduled to be and e -e e • 4)'01 A 04\"and WHEREAS, the E w. • ' -s , $ 'onire particularly described on .„, P Y Exhibit"B"attached hereto o o ade a part hereof; �t + ..,. WHEREAS, the Coun requested that De -.o transfer the Eastern Roadway Reservation Area to the County ' h. - or r••e • w plc fee credits equal to the fair market value of the Eastern Roadway Resery •l A i atg' o the PUD Document; and WHEREAS, the Transportation Administrator has recommended to the Board of County Commissioners that the plan for dedication of the Eastern Roadway Reservation Area as set forth in this Agreement (the"Dedication Plan") is in conformity with contemplated improvements and additions to the County's transportation network and that this Agreement will be advantageous to the public; and WHEREAS, after reasoned consideration by the Board of Commissioners, the Board has authorized the County Attorney to prepare this Agreement with the Board finding that: a. The Dedication Plan is in conformity with the contemplated improvements and additions to the County's transportation system; b. The Dedication Plan,viewed in conjunction with other existing or proposed plans, including those from other developers, will not adversely impact the cash flow or liquidity of the County's road impact fee trust account in such a way as to 2 Packet Page-900- OR: 4456 pi 3/12/2013 11.C. frustrate or interfere with other planned or ongoing growth necessitated capital improvements and additions to the County's transportation system; c. The Dedication Plan is consistent with both the public interest and with the County's existing comprehensive plan; and d. The Dedication Plan is consistent with the most recently adopted five-year capital improvement program for the County's transportation system. WHEREAS, Developer has paid the required Two Thousand Five Hundred Dollar ($2,500.00)application fee for this Agreement. WITNESSETH: NOW, THEREFORE, in consideration of Ten Dollars ($10.00) and other good and valuable consideration exchanged amongst the parties, and in consideration of the covenants contained herein,the parties agree as foll..� r 1. All of the above NI I S are true :.. . . ect and are hereby expressly incorporated herein by reference '' set forth fully below. / 1:L.- .„ \2. Attached as Exhibit" 'is the ahlocatioon ma. owing the Development. 3. Developer shall co a w• `es- Lion Area to County in fee simple, free and clear of al alT .• • 11171.r. '•-s, •-"-.. r1 Au_ deed in the form attached hereto as Exhibit "D". Dev flper will provide di- Of e •fit e County Attorney with the executed warranty deed, suitable .r recording, wi 1,1_9/e e . days of the execution of this Agreement. Upon receipt, the • E" . % shall record the .. ' deed in the Public Records of the County and shall assume • soci. -. w�i e recordation. County will be responsible for paying the costs o` .r ., d searches, and Developer shall be responsible for all costs for promptly removing or curing any Iiens, encumbrances or deficiencies revealed in any title work. If required by the County Attorney,Developer will promptly provide either an attorney's opinion, or a corporate affidavit, identifying the record owner of the Eastern Roadway Reservation Area, setting forth the authority of the record owner to enter into this Agreement, and identifying any lien holders having a lien or encumbrance on the Eastern Roadway Reservation Area. The opinion or affidavit will specifically describe each of the recorded instruments under which the record owner holds title, each lien or encumbrance, and cite appropriate recording information and incorporate by reference a copy of all such referenced instruments. The opinion or affidavit will further set forth the legal authority of the individual signing this Agreement on behalf of the Developer. In addition to this conveyance, Developer shall allow the County to connect to the Developer's existing surface water management system as shown on the approved construction plans CNSTR AR# 11224 and right-of-way permit # 07- 0591E and consistent with the approved SFWMD permit # 11-00158-S-03. Developer shall use its best efforts and cooperate with any necessary easements or permit modifications which may be required to complete the surface water drainage physical connection. County shall pay all costs for permits, planning and constructing this connection, and Developer shall convey at no 3 Packet Page -901- . OR: 4456 pi 3/12/2013 11.C. cost to the County all necessary easements. If any actions or improvements by the County cause damage to the Developer's water management system, the County, at its sole cost and expense, shall repair and mitigate said damages. 4. Attached hereto as Exhibit "E" is a copy of the Impact Fee Ledger which will set forth the amount of road impact fee credits granted for the Development in the amount of$709,000.00 for the Eastern Roadway Reservation Area. These road impact fee credits may be assigned or otherwise transferred from the Development to another development by written agreement executed by the County, provided that both developments are owned by Developer and are within the same impact fee district. No such assignment or transfer of impact fee credits shall be allowed until the Development has been completed, and such assignment or transfer must fully comply with the Collier County Consolidated Impact Fee Ordinance. The credit for road impact fees identified herein shall run with the Development land and shall be reduced by the entire amount of each road impact fee due for each building permit issued thereon until the Development project is either completed or the credits are exhausted or otherwise no longer available, or have been assigned by operation of or pursuant to an assignment agreement with County. The foregoing reduction in • '1 t.• credit shall be calculated based on the amount of the impact fees in effe ,:. -'11 /•:14'•: permit is issued. It shall be the Developer's obligation to notify - 4..• ty that a credi 4' able, each time a building permit is applied for in the Developmotrt.L'' 5. In keeping with ec o 7,-20 _,a • g e s e ie o ty Consolidated Impact Fee Ordinance, in the event the / o, t • *, ,p•c - 4, e 7, he ein exceeds the total amount of transportation impact fe., in. D e -. •pm:tro t, reimb ement to the Developer of the excess of such contributi "''� • . -; fol N*C:n I- ) 3 (a) Reimbursemen Oa be made in equa ,,• • i -> , ith no interest, over a period of five years from the .if 0 completion of the '''elopment as determined by the County. ;, ° `:` (b) Reimbursement shall be from lure receipts by the County of impact fees. If impact fees have been legislatively abolished, either at the state or local level, or are otherwise no longer in existence for any reason whatsoever, such reimbursement shall be made subject to available funding by the Board of County Commissioners. 6. The parties agree to perform or cause to be performed any and all further acts as may be reasonably necessary to complete the transactions contemplated herein, including, but not limited to,the execution and/or recordation of further instruments. 7. All notices, elections, requests, and other communications hereunder shall be in writing and shall be deemed given: (a) when personally delivered to the recipient; (b) three (3) business days after being deposited in the United States mail,postage prepaid,to the above-listed address of the recipient; (c) the next business day after being deposited with a recognized overnight mail or courier delivery service; or (d) when transmitted by facsimile or telecopy transmission. 4 Packet Page -902- OR: 4456 } 3/12/2013 11 .C. 8. Nothing in this Agreement is intended to create a partnership or joint venture between the parties and none of the parties to this Agreement shall be construed under this Agreement as being partners or joint venturers for any purpose. 9. This Agreement is solely for the benefit of the parties to this Agreement and no tight or cause of action shall accrue by reason hereof to or for the benefit of any third party not a party hereto. Nothing in this Agreement, expressed or implied, is intended or shall be construed to confer upon or give any person or entity any right, remedy or claim under or by reason of this Agreement or any provisions or conditions hereof, other than the parties hereto and their respective representatives,heirs, successors and assigns. 10. If any provision of the Agreement, the deletion of which would not adversely affect the receipt of any material benefits by any party to this Agreement or substantially increase the burden of any party to this Agreement, shall be held to be invalid or unenforceable to any extent by a court of competent jurisdiction, the same shall not affect in any respect whatsoever the validity or enforceability of the remainder of this Agreement. 11. The burdens of this A, --injRsha .' ding upon, and the benefits of this Agreement shall inure to, all succe; ... interest . ding to this Agreement. Except as otherwise provided herein, this ire- ent shall only be���d\ or cancelled by mutual written consent of the parties hereto or b (their-suers,ifn i st. This Agreement contains the entire agreement among the parties c to d supersede any and all prior agreements, arrangements, or understanding. 'co"Pi , 'l -n. . whether recorded or unrecorded, between the parties hereto r th-it re. - . - i p• r t, la mg to the subject matter hereof, including, without limitatio ,f th\ s 10 , • i'�out to tin �`th generality of the foregoing, the County and Developer e . that Developer sh.1 no�on ve any obligation to design, obtain permits for and cons 'ppoorwill Way - p /4 entrance of the Development to the existing southerly term. p. Whippoorwill t ,pratford Place (the "Project") as provided in the Tousa DCA. In , :. d, Develo.: -4eby assigns to County, without any representation or warranty whatsoe ; iTtp_i . C i and interest in and to the plans and specifications for the Project under perms . IA ` AR# 11224 and right-of-way permit#07- 0591E and the approved SFWMD permit# 11-00158-S-03. County agrees that the Development shall not be phased or tied in any way to, or limited in any way by,the future construction of the Project, and Developer shall not be prevented or restricted in any way from obtaining building permits or certificates of occupancy for the Development based on the timing of construction of the Project or any decision by the County not to construct the Project. 12. The Developer acknowledges that the dedication of the Eastern Roadway Reservation Area pursuant to this Agreement is in anticipation of a potential four lane Green Boulevard extension. The Developer shall notify all buyers of the future roadway. The Developer, its successors and/or assigns shall relinquish all tights to noise mitigation if and when the road is constructed. 13. Developer acknowledges that the failure of this Agreement to address any permit, condition, term or restriction shall not relieve the Developer, or its successors or assigns, of the necessity of complying with any law, ordinance, rule or regulation governing said permitting Atpth requirements, conditions, terms or restrictions. 5 Packet Page-903- OR: 4456 PG: 3/12/2013 11 .C. 14. In the event state or federal laws are enacted after the execution of this Agreement which are applicable to and preclude in whole or in part the parties' compliance with the terms of this Agreement, then in such event this Agreement shall be modified or revoked as is necessary to comply with such laws, in a manner which best reflects the intent of this Agreement. This Agreement shall not be construed or characterized as a development agreement under the Florida Local Government Development Agreement Act. 15. Developer shall execute this Agreement prior to it being submitted for approval by the Board of County Commissioners. With this submittal, Developer shall also deliver to the County an attorney's letter attesting that Developer is an entity duly formed, validly existing and authorized to conduct its business in Collier County; that this Agreement has been duly approved by Developer; and that the person signing on behalf of Developer has the legal and corporate authority to do so. This Agreement shall be recorded by the County in the Official Records of Collier County, Florida, within fourteen (14) days after the County enters into this Agreement. Developer shall pay all costs of recording this Agreement. A copy of the recorded document will be provided to the Developer upon r-e or 4. 16. This Agreement shy � :.verned by an. :• •ed under the laws of the State of Florida. The parties shall attempt • good faith to resolve h 'dispute concerning this Agreement through negotiation between u •ri d r?esenta - .. If ese fforts are not successful, and there remains a dispute uncle/ em • i- R a irst\use the County's then current Alternative Dispute Resolu ion c c-• . • 1• ` _ : Z c1 ''on of this procedure, either party may then file an actio in 4 e Ci •ui C •,, oll = otintn which shall be the exclusive venue with respect to any di t- : - in: • . •f`. Agr'.i "'nt,c ,\ ) 17. Any future reimbt ��e ent for excess cr••E .h. •• e from future receipts by the County of road impact fees. k1 r, no reimbursemerFra(l be paid until such time as all development, as defined by the Ty` o A i 1 • at the location that was subject to the credit has been completed. Such reira er€ieWs r:11 •e made over a period of five (5) years from the completion of the Development. 18. An annual review and audit of performance under this Agreement shall be performed by the County to determine whether or not there has been demonstrated good faith compliance with the terms of this Agreement and to report the credit applied toward payment of road impact fees and the balance of available unused credit. If the Collier County Board of Commissioners finds, on the basis of substantial competent evidence, that there has been a failure by Developer to comply with the terms of this Agreement and that Developer has not cured such failure within thirty(30) days after the Developer has received written notice from the County specifying such failure, or if such failure is one not reasonably able to be cured within such thirty (30) day period, then if Developer has not commenced to cure such failure within such thirty (30) day period and then continued to diligently pursue such cure to completion, this Agreement may be revoked by the County. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by their appropriate officials, as of the date first above written. 6 Packet Page -904- 3/12/2013 11.C. • . 011: 4456 rG: zZID Attest: BOARD OF COUNTY COMMISSIONERS DWIGHT E. Biwir.,Clerk COLLIER COUNTY, FLORIDA, l m dta.-4, Attest 11777.1" 4,b Lily Clerk DONNA FIALA, Chairman A Ile. h., ••�' and.•le al sufficiency:ae, .... or Jeffrey A IV,:, ow" County • I o ey WITNESSES: MARBELLA LAKES ASSOCIATES, elaware limited liability company �,;, R COQ /^By: • SSOCIATES III, LLC, �� '% A Flon a 1. sited liability company, Print Name: in t_ a` t . , , anagig ember lir�j� dl, , . / • /1c % .„,gra_11 , +�'' ..al' - pr. ,'.en /j- Print Name: . , ,� _,/ j `' v� ' STATE OF FLORIDA ) ) ss.: COUNTY OF BROWARD ) /4014 The foregoing instrument was acknowledged before me this I/ day of t , 2009 by Richard M. Norwalk, as Vice President of Naples Associates III, LLC, a Florida limited liability company, on behalf of the company as managing member of Marbella Lakes Associates, L ! - - . • - •, ited liability company, on behalf of the company. He is personally known to me or has produced as i•entification. Notary: 6tatt-,k)7// 0711-711-C4%-/ NOTARY SEAL Print Name: Notary Public, State of Florida My commission expires: 4 ,r••r•••.�, KATHLEEN M COFFMAN 4 S e` Notary PVDlk•State of FIMM1dt ) ' s• •� I My Comm.Expires Mar It 2013 s;�, :I commission#00 055304 7 I '•�„,.i•` Bonded Throw!,National Notary Aua. 1 Packet Page-905- • 3/12/2013 11.C. • OR: 4456 ru: "gib LIST OF EXHIBITS ATTACHED TO AGREEMENT Exhibit"A" Legal description of Property and map Exhibit`B" Legal description of Eastern Roadway Reservation Area and map Exhibit"C" Location Map of the Development Exhibit"D" Warranty Deed Exhibit"E" Impact Fee Ledger 1:6R CO0 Pa 'mss \ j d_ ],Iii ci' 8 Packet Page -906- OR: 445 3/12/2013 11 .C. EXHIBIT"A" All of the lots described on the Plat of Marbella Lakes,together with Tracts A-1, A-3B, A-4,A- 5,A-6,A-7, B, C,D,E, F, G,H, I,J-1,K, L-1, L-2, L-3, L-4, L-5,L-6,M, N, 0, P-1, P-2 and P- 3, all according to the Plat of Marbella Lakes recorded in Plat Book 46,Page 77, of the Public Records of Collier County, Florida. Cos 0 pv o E cW-c 9 Packet Page-907- Vi; Vito 3/12/2013 11 .C. —z—.1 1-75 -. _ --- a 1 I i r„— it q a ^9. ill; jj :F laF3 ,1 ti, t x ' • 11 ;! { l i iw i ! I 1 � - I . G" 3 t ' • e 1 t 'vi I L 1. I �. � t .� 7 , I.x�M. a L L e t j �,�i • I f H , _ P � Cy W WHIPPOORWI L• ! i t J '" -, r,--t (7) L1JW ail \\s, I i ;2-, 'i, '1',,,,,=.- .4,., --',, c.x'',,r.9 : 41- :---ilit c-1V-- '--'CTi ;: '—L'41---.. t 1 k S f 5. O •• " ! r' s ;. a 'I ± 1s 1 .51 , I Q. 5� a 07k -y-� iP 3 I 1 I! I '!J 2y' ti0 x h t t Gx I I 5 �Lif io a U:. @ LIVINGSTON ROAD s Jusi OWNER/DEVELOPER MARBELLA LAKES S.D.P.A. .m 10 WA/ Q.GRADY MINOR&ASSOCIATES,P.A. Marbella Lakes a a. Rya GvLL ENGINEERS•IAND SURVEYORS•PLANNERS•LANDSCAPE ARGIISECTS Associates,LLC WOW BOHM MIME • illITI rras • NOM PORT EXHIBIT •A' a•,b.,.� _ 160p 5 CnPa+R•Parkway 1Y 1Y! Sul1e 230 nolwIER,2001 ...,......,,._,_,... >.....r>...rw• .-.,.,,..,,,,,.,._„ SAW.FL3-450 THE PROPERTY rRiiaoc T•L(954)753.1730 YYQYW.GRADYMINOR.COM Fu:(95i1753�509 11112117 1 a I Packet Page-908- OR: 4456 3/12/2013 11.C. EXHIBIT `B" Tract A-3B of Marbella Lakes, according to the Plat thereof recorded in Plat Book 46, Page 77, of the Public Records of Collier County, Florida. (.--) ECCOP >0 -C 10 Packet Page-909- _ . OR: 4456 3/12/2013 11.C. =--z-- 1-75 r • — • — /1 k i i i�. .-tl+-4 1 p;I � i n •g y €i. ,� w 1 y.1, tr7 r 1;:a z TRACT"A-3B" ,..,'ti1� 9 1.. 74's 3 �; :1 ; w , r 1; ,,y� .i II WHIPPOORWIL L� iL/ ( ' !S f k. b L a ,+ i��R ,JA- r, Ih . ; 1 r1,1" 1 fiat, y f y L ��'r '-.::,:,.1 7 i C. �y'8['-� {$r. V I 4.J—.'," 1 i• I J 4 J- I ',, „,..!,:,1 1 i I 1 s a� dam, oI �' F 3 7 f' 1 (Lea e,j—,h ..' , g -' • 4 ! Q .H21-4 S I 34 ''1i/644,1 ! '..'1-"Ii: 11 tj Ia � 4x 1 , 1 I _.1.4,,, r— , f 7.-0-1:Q i L �� u 1 --1” 59 L-r,. � _-_ t r �, r L • — • 0 LIVINGSTON ROAD s OWNER/DEVELOPER MARBELLA LAKES S.D.P.A. kuP.0 Aor w WALE il Q.GRADY MINOR&ASSOCIATES,P.A. Marbella Lakes NO Ra_ RANI ave.ENGINEERS• ND SURVEYORS•PLANNERS•LANDSCAPE ARCNREcrs Associates,LLC L MCA DIMS • rwTMYERS • NORMNRf ,eoosw•ssG•m•.wp+n-w EXHIBIT •B� a� aro Sub x30 3t>r NIs ,may.. Sx DNA)L33321 TRACT A-38- TN.(9S1)153-1730 M91N GRADYMRVOR.COM Fax 1951)7534509 anew 1 or I, Packet Page -910- • OR: 4456 3/12/2013 11.C. • --■ —z—: 1-75 I I II 1 - . - . -I !' it . .I WHIPPOO WILL -• - R LA LANE (PRoJEEC _�., WI ( E :0 : ''. ' V I W II Ir III L iv Its '11 E CRC = a • ; A i II' l J Z . 1— ,I ' g cc o a W ,.- 1 CL } I r • II LIVINGSTON ROAD (EXISTING) .1. Amok /DEVEI�PEB MARBELLA LAKES S.D.P.A. cult 1101 A WALE Q.GRADY MINOR&ASSOCIATES,P.A. Ma7bella Lakes as� 1 4 CIVIL ENGINEERS•LAND SURVEYORS•PLANNERS•LANDSCAPE AROU ECTS Associates,LLC NCO 4.76.58.o~D�>,.�,as • 'vRr"'m • MUM 1600Swq.nC p, F1,..q EXHIBIT 'C' Rv�L w SlIk•230 Sumba.FL 33323 GENERAL LOCATION MAP 7Q� .«.>r+..>.+..... •ev.r m>. .max wr..o•,.>nc+o.. w L95)7 R<..aae TeL 1954)753-1730 Mww.GRADYMiNOR.fOM Fu:(954)753 509 =MT 1 a 1 a, _ Packet Page-911- OR: 445 3/12/2013 11 .C. • • EXHIBIT D PROJECT: : PARCEL: FOLIO: WARRANTY DEED THIS WARRANTY DEED made this day of, , 20 , by, whose post office box is , (hereinafter referred to as "Grantor") to COLLIER COUNTY, a political subdivision of the State of Florida, whose post office address is 3301 Tamiami Trail East, Naples, Florida, 34112 (hereinafter referred to as "Grantee"). (Wherever used herein the terms "Grantor" and "Grantee" include all the parties to this instrument and their res heirs, legal representatives, successors and assigns. Grantor and Gra •.0 ingular or plural, as the context requires .� ' ,� ,,,-0 4 V''t \ WITNESSETH: Tha the aflt for and in c•nsideration of the sum of Ten Dollars ($10.00) and other vfc]�abl ^,.cpnsi ation, receipt whereof is hereby acknowledged, hereby grpnt. •, its - F- _ '-i -- '-.i ises, releases, conveys and confirms unto the Granted, al that c rt- I i a r Tiller County, Florida, to wit: Tract A-3B of M ' la Lakes, accordin. to the d Ahereof recorded in Plat Book 46, Pac6i? , of the Public R7:46.5 rd's of f tier County, Florida. \\\t, . (-LT l Subject to easeme r «' servations of record. THIS IS NOT HOMESTEAD PROPERTY TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same in fee simple forever. AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances except as noted above. IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. . Packet Page -912- _ OR: 4456 3/12/2013 11 .C. WITNESSES: (Signature) (Print Full Name) (Signature) (Print Full Name) STATE OF COUNTY OF ,�� R CQ(ik The foregoing Warranty D-ea - as acknowledge. -Ale re me this day of , 20 , by k , who: is personally known t produced ( \ - as roof of identity. C '- as p roof notarial I. , fj (Sign FEallotary Public) (Print Name of Notary Public) Serial /Commission # (if any): My Commission Expires: Last Revised:2/6/07 Packet Page-913- "- 3/12/2013 11.C. EXHIBIT E *** OR: 4466 rv; LLLI ...... DEVELOPER CONTRIBUTION AGREEMENT ROAD IMPACT FEE CREDIT LEDGER Impact fee ledger Beginning Balance $709,000.00 DATE PERMIT# CREDIT AMT BALANCE COMMENTS Beginning Balance $709,000.00 /c)/ / /, 0/7s/..'\1n77 \ 0 E CI- Packet Page -914- 3/12/2013 11 .C. if. .---'s''''1-:) ✓ 1l .-Z y l �1 r i /11 1 1 s r � i.-7 J, � ----f-, IIIMI 1 ! MIIIII == --""si, ,,,,,,,,,, 7/ all"{ 'yf 4 1 kr ew�, t. ''Ma ri' i',1 y f jil 5.s -„,-zi ' 3��� } �' 5 5 1 l -NJ � is ., agt `. j4z, a-. +. `c-„'„^' U 1, ". , fv3 mot , R'UC m,. $ j �Q f xF � Pa ket Page-915- ,, In addition, Purchaser acknowledges and aw s that neither Seller nor paragraph shall survive.jhe closing and/or any any of its agents or representatives has made a.. .epresentation,warranty 3/12/2013 11.C. or guarante: of any kind whatsoever upon which the Purchaser has relied prior •to closing, as to the la d use plan designation,zoning, current or future uses,or any 9, Radon Disclosure. Florida Law requires the following disclosure: other matter- with respect to any property which is located adjacent to or in RADON GAS-Radon is a naturally occurring radioactive gas that,when it the vicinity .f the Community.The properties surrounding the Community has accumulated in a building in sufficient quantities, may present health have variou uses. Purchaser understands and agrees that the land use risk to persons who are exposed to It over time. Levels of radon that lesignatiore and actual .use of such surrounding properties may be exceed federal and state guidelines have been found in buildings in hanged or-ought to be changed in the future by the owners thereof for Florida. Additional information regarding radon and radon testing may be uses as ma be permitted by applicable governmental authorities. Seller obtained from your county public health unit. The foregoing notice is has no con rol whatsoever with respect to the uses and/or operations of provided In order to comply with state law and is for informational purposes these the s rrounding areas and properties and Seller shall have no duty only.Seller does not conduct radon testing with respect to the Home or any or obligatio to Inform Purchaser of any changes thereto. Purchaser Portion of the Community, and specifically disclaims any and all further ackn•wledges and agrees that(a)it Is Purchaser's responsibility to representations or warranties as to the absence of radon gas or radon make Its o investigation of any and all of the foregoing matters with the producing conditions in connection with the Home and/or the Community. city,town,c•unty,state,federal and any other governmental agencies with jurisdiction ereover, (b) Seller has no duty or obligation to disclose or 10.Energy-Efficiency Purchaser De eby ack, Pursuant receipt t f a Section 553.996,f the investigate any such matters, and (c) Seller will have absolutely no Florida Statutes, Purcha hereby acknowledges n behalf rof the of a copy n the responslbilit, or liability for any such matters, the accuracy of any of the Community Affairs of prepared by or on behng u tha Departs pt of foregoing a d/or changes thereto, and/or for failure to disclose any other Community Affairs a the State of therHo,Home. Purchaser Purer I Purchaser of the option matters rela'ng to property which Is located adjacent to or in the vicinity of for an pursuant rating of the 5, Fl Purchaser is further notified the Commu ity. that pursuant to Section 553,9085, Florida Statutes, the energy performance level resulting from compliance with such section shall be The pro isions of this Section H.2 shall survive the closing and/or any disclosed if requested by Purchaser. Any request to have the energy- termination of this Contract prior to closing. efficiency rating or energy performance level provided to Purchaser must 3. Pro amity to Airport Seller hereby discloses to Purchaser, and expense.rThisoparaigraph ndlany information provided pursuant hereto is Purchaser ereby acknowledges and agrees that the Community Iles only for purposes of complying with the requirements of Chapter 553, within and/or around the flight path of Naples Municipal Airport, a private Florida Statutes, and this Contract is not contingent upon Purchaser commuter airport. As a result, the homes in the Community may be approving same. subject to Oise generated by airplane and other aircraft using the airport. Purchaser •cknowledges and agrees, by acceptance of title to the Home, 't" Community Systems Agreements. Purchaser acknowledges and that (i) Seller cannot and does not represent, warrant or guarantee how agrees that the Master Association may enter into agreement(s) for the and/or to w at extent the air traffic will affect the Community and/or the use Community with one or more providers pursuant to which such provider(s) and enjoy eat thereof; and (II) Seller shall have absolutely no liability would make services available to and within the Community including, whatsoeve therefor. The provisions of this paragraph shall survive the without limitation the Home. Services which may, but are not obligated to closing and or any termination of this Contract prior to closing. be provided include, but are not necessarily limited to, cable television, digital 0 Gr yen Boulevard Extension. Purchaser acknowledges and mono ng.e Suchpservicesl shall be determinedcby Sellller In ISe ler's system sole agrees the Green Boulevard (a/k/a Whippoorwill Way) adjacent to and discretion, but are all subject to availability from the providers thereof. fronting th northern boundary of the Community currently terminates just Purchaser further acknowledges and agrees that the fees (or portions to the east of the main entry to the Community, and that Green Boulevard thereof)to be paid to the service provider(s)for providing such services to continues an the east side of Interstate 75. In that regard, Purchaser the Community and/or Home may be included in the assessments of the further ac nowledges and agrees that Collier County may extend the Master Association. Purchaser further acknowledges and agrees that the portion of Green Boulevard (a/k/a Whippoorwill Way) adjacent to and service provlder(s)may: (a) be an entity(ies)in which Seller or an affiliate fronting th• northern boundary easterly along and to the north of the of Seller has an interest,financial or otherwise;(b)share revenue fees with Communit and connect It to the portion of Green Boulevard on the east Seller for the services (or portions thereof)provided to the Community by side of I terstate 75 with a fly-over over Interstate 75. Purchaser such service providers; and/or (c) compensate Seller for the right to acknowled des and agree,by acceptance of title to the Home,that:(I)Seller provide such services In and to the Community. The provisions of this cannot are does not represent,warrant or guarantee how and/or to what paragraph shall survive closing. extent such road extension and Interstate-75 flyover will affect the Communit and/or the use and enjoyment thereof,and(Ii)Seller shall have 12.Highspeed Internet Access. Purchaser acknowledges and absolutely o liability whatsoever therefor.The provisions of this paragraph agrees that high-speed Internet access through digitsl subscriber lines shall survi e the closing and/or any termination of this Contract prior to (DSL), cable moderns or other technologies, when and if provided, are closing. subject to availability by various third-party service providers,and may not be available at all at this time In the Community. Because of the rapidly 5. En ire Agreement/No Reliance,This Contract contains the entire changing nature of technology, Purchaser should contact the various understan•ing between Purchaser and Seller.No statements,inducements service providers to find out the availability of such high-speed intemet or repres-ntations made by Seller or any of Seller's agents or access alternatives in the Community and for the Home. Purchaser further represent.tives,shall in any way be binding on Seller and the same shall acknowledges and agrees that Seller has not made and will not make any be of no force or effect unless expressly set forth in this Contract. representations as to If or when high-speed internet access and/or other Purchase hereby acknowledges and agrees that the displays,topographic data and communication services will be available in the Community and/or maps, art t renderings and other promotional materials contained in or for the Home.The provisions of this paragraph shall survive closing. distribute• from the sales office and model homes are for promotional purposes only, may not be relied upon, and may change at any time 13.Flood Zone Disclosure. Purchaser acknowledges that the without notice, including, without limitation, the proposed recreational Community is located In flood zone "X" according to the Flood Insurance facilities f•r the Community. Purchaser warrants that Purchaser has not Rate Maps. Purchaser further acknowledges and agrees that mortgage relied u.on any verbal or written statements, inducements, lender, if any, which provides Purchaser with a mortgage in connection representations, advertising (newspaper, radio, television, intemet or with the purchase of the Home may require Purchaser to obtain flood otherwise or marketing materials,or portrayals or promises in entering into insurance covering the Home. Purchaser shall be solely responsible to this Conte,ct,other than as expressly contained herein,and Purchaser has pay for the cost of such flood insurance if so required. based hi-/her decision to purchase the Home on personal investigation, 14.Water Levels In Lakes. Seller hereby discloses to Purchaser,and observation and review of this Contract and the Master Documents. The Purchaser hereby acknowledges and agrees, that the water levels in the provision- of this paragraph shall survive the closing and/or any lakes located within and around the Community may rise and fall termination of this Contract prior to closing. significantly due to among other things, fluctuations in ground water 6. S hoot Assignments. Purchaser acknowledges and agrees that elevations within the surrounding areas. In addition, South Florida Water the coup y school board has full decision making powers to modify or Management District has the rights and authority with respect to the water change public school assignments at any time and ersignmersts are levels therein. Purchaser further acknowledges and agrees that Seller has currently e-examined by the school board on an annual basis. Purchaser no control over water levels in the lakes, and/or fluctuations in ground acknowle•ges and agrees that Purchaser has not relied on any verbal or water elevations. As a result, the dry areas of the Community, including other re.resentations from Seller or its representatives with respect to but not limited to the Lot, will likewise fluctuate from time to time. school a•signments and that Purchaser is responsible to make its own Therefore, Purchaser hereby releases Seller from and against any and all investiga ion of school assignments and other matters related to the school losses, claims, demands, liabilities, damages, costs and expenses of board. whatever nature or kind (including, without limitation, attorneys' fees and costs at trial and all appellate levels),related to,arising out of and/or 7. -•isk of Loss. Seller shall bear the risk of loss p Packet Page-916-ing from water levels in the lakes within and around the Community. unless p• session of the Home is delivered to Purchaser prior to closing. 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