Loading...
03/24/2015 (CR) COLLIER COUNTY Board of County Commissioners Community Redevelopment Agency Board (CRAB) Time Certain Airport Authority Item 9A and 12A: 01 1 // 9:30 a.m. L �• tieri Item 10A: 1 p.m. r Jtostaso..-. ril AGENDA Board of County Commission Chambers Collier County Government Center 3299 Tamiami Trail East,3rd Floor Naples FL 34112 March 24,2015 9:00 AM Commissioner Tim Nance,District 5-BCC Chair Commissioner Donna Fiala,District 1-BCC Vice Chair; CRA Chair Commissioner Georgia Hiller,District 2 -Community&Economic Development Chair Commissioner Tom Henning,District 3 -PSCC Chair Commissioner Penny Taylor,District 4-TDC Chair; CRA Vice Chair NOTICE:All persons wishing to speak on Agenda items must register prior to presentation of the Agenda item to be addressed.All registered speakers will receive up to three (3) minutes unless the time is adjusted by the chairman. Collier County Ordinance No. 2003-53 as amended by ordinance 2004-05 and 2007-24, requires that all lobbyists shall,before engaging in any lobbying activities (including but not limited to, addressing the Board of County Commissioners), register with the Clerk to the Board at the Board Minutes and Records Department. Requests to address the Board on subjects which are not on this agenda must be submitted in writing with explanation to the County Manager at least 13 days prior to the date of the meeting and will be heard under"Public Petitions." Public petitions are limited to the presenter,with a maximum time of ten minutes. Any person who decides to appeal a decision of this Board will need a record of the proceeding pertaining thereto,and therefore may need to ensure that a verbatim record of the proceedings is made,which record includes the testimony and evidence upon which the appeal is to be based. If you are a person with a disability who needs any accommodation in order to participate in this proceeding,you are entitled,at no cost to you,the provision of certain assistance. Please contact the Collier County Facilities Management Department located at 3335 East Tamiami Trail, Suite 1, Naples, Florida, 34112-5356, (239) 252-8380; assisted listening devices for the hearing impaired are available in the Facilities Management Department. Lunch Recess scheduled for 12:00 Noon to 1:00 P.M 1. INVOCATION AND PLEDGE OF ALLEGIANCE 1.A. Pastor Jim Thomas - East Naples United Methodist Church Pg. 1 2. AGENDA AND MINUTES 2.A. Approval of today's regular, consent and summary agenda as amended (Ex Parte Disclosure provided by Commission members for consent agenda.) 2.B. February 24, 2015 - BCC/Regular Meeting 2.C. March 3, 2015 - BCC/Affordable Workforce Housing Workshop 3. SERVICE AWARDS 4. PROCLAMATIONS 4.A. Proclamation designating April 2015 as Children's Advocacy Center Pg. 2 month. To be accepted by representatives from the Children's Advocacy Center of Collier County: Jackie Stephens, CEO; Kerry Geroy, Board Chair; Bryan Lee, Director of Development; and Beth Sterchi, staff member. CM: Motion to Approve 5. PRESENTATIONS CM: Speakers Under Public 6. PUBLIC PETITIONS CnmmPnt 6.A. Public Petition request from Alyssa Cameron, on behalf of the Ave Pg.4 Maria Stewardship Community District, requesting that the Board designates District roadways for golf cart use. 7. PUBLIC COMMENTS ON GENERAL TOPICS NOT ON THE CURRENT OR FUTURE AGENDA Item 7 to be heard no sooner than 1:00 pm unless otherwise noted. 8. BOARD OF ZONING APPEALS Item 8 to be heard no sooner than 1:30 pm unless otherwise noted. 9. ADVERTISED PUBLIC HEARINGS Item 9 to be heard no sooner than 1:30 pm unless otherwise noted. 9.A. This item requires that ex parte Pg. 8 disclosure be provided by Commission members. Should a hearing be CM: Requires held on this item,all participants are required to be sworn in. Supermajority Recommendation to approve an Ordinance of the Board of County Vote Commissioners of Collier County, Florida amending Ordinance Number 2000-88,the Cocohatchee Bay Residential Planned Unit Development,as amended by settlement agreement dated June 9, 2008,by increasing the permissible number of dwelling units from 590 to 652; by increasing the development area; by amending Ordinance Number 2004-41,the Collier County Land Development Code,to amend the appropriate zoning atlas map or maps by changing the zoning classification of an additional 93.52± acres of land zoned Residential Single Family (RSF-3) and Residential Single Family with a Special Treatment Overlay (RSF-3-ST) to the Cocohatchee Bay RPUD, being added thereto as preservation lands; by removing the Golf Course "GC" tract and replacing with Residential "R2"tract; by changing the residential development area to Residential "R1"and "R2" development tracts to allow high-rise,low-rise and single-story multi-family dwellings in "R1" and single family detached dwellings in "R2"; by creating an Amenity/Recreation "AR"tract; by allowing recreational amenities to be available to residents, club members and their guests; by adding deviations; by restricting placement of docks to within the water management lakes located within the RPUD; by adding a private road cross section; by adding a Sidewalk Master Plan; by revising the Development Standards; by amending the Master Plan; by revising Developer Commitments; and by providing an effective date. The property is located on the northwest and northeast corners of Wiggins Pass Road and Vanderbilt Drive in Sections 8, 16, 17 and 20, Township 48 South, Range 25 East, Collier County, Florida, consisting of 625.61± acres [Petition PUDZ-PL20130001813] This is a companion item to Item 12A and is to be heard concurrently with that item. 10. BOARD OF COUNTY COMMISSIONERS 10.A. Recommendation to reconstitute the Pg. 103 Collier County Hispanic Affairs Advisory Board and direct the County Attorney to bring back an enabling ordinance. (Commissioner Fiala) 10.B. Recommendation to approve the proposed Capital Investment for Pg. 106 Diversification Incentive (CID) Program. (Commissioner Hiller) 11. COUNTY MANAGER'S REPORT 11.A. Recommendation to approve the purchase of property insurance Pg. 113 effective April 1, 2015 in the estimated amount of$3,027,599,a reduction of$281,449. (Jeff Walker, Risk Management Division Director) 12. COUNTY ATTORNEY'S REPORT 12.A. Recommendation that the Board of Pg. 122 CM: Requires County Commissioners consider the amendment to Settlement Supermajority Agreement and Release proposed by Lodge/Abbott Associates, LLC Vote and Lodge/Abbott Investments Associates LLC (owners of the Cocohatchee Bay Planned Unit Development) to allow the Cocohatchee Planned Unit Development to be amended. This is a companion item to Item 9A and is to be heard concurrently with that item. 13. OTHER CONSTITUTIONAL OFFICERS 14. AIRPORT AUTHORITY AND/OR COMMUNITY REDEVELOPMENT AGENCY 14.A. AIRPORT 14.B. COMMUNITY REDEVELOPMENT AGENCY 14.B.1. Recommendation to comply with Department of Housing and Pg. 252 Urban Development(HUD) and Community and Human Services Division (CHS) determinations to reimburse federal funds in the amount of$268,901.37 for Community Development Block Grant(CDBG) projects subawarded to support the work of the Immokalee Business Development Center (IBDC), to authorize the transfer of necessary funds with the requisite budget amendments,and to waive Resolution 2013-228. 15. STAFF AND COMMISSION GENERAL COMMUNICATIONS 15.A. Current BCC Workshop Schedule. Pg. 276 16. CONSENT AGENDA All matters listed under this item are considered to be routine and action will be taken by one motion without separate discussion of each item. If discussion is desired by a member of the Board,that item(s) will be removed from the Consent Agenda and considered separately. 16.A. GROWTH MANAGEMENT DIVISION 16.A.1. Recommendation to approve final acceptance of the water Pg. 278 utility facility for Culvers Naples Airport Road, PL20130001819,and to authorize the County Manager, or his designee,to release the Utilities Performance Security (UPS) and Final Obligation Bond in the total amount of$7,650.38 to the Project Engineer or the Developer's designated agent. 16.A.2. Recommendation to authorize the Clerk of Courts to release Pg. 289 Performance Bond No. 40094491 in the amount of$97,500 which was posted as a guaranty for Excavation Permit Number 60.081, (PL20120000747) for work associated with Camden Lakes. 16.A.3. Recommendation to authorize the Clerk of Courts to release a Pg. 296 Cash Bond in the amount of$12,030 which was posted as a development guaranty for work associated with Freedom Suites Site Development Plan, Early Work Authorization (EWA) PL20130000663. 16.A.4. This item requires that ex parte disclosure be provided by Pg. 301 Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve for recording the final plat of Parklands - Plat One, (Application Number PL20140001253) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. 16.A.5. This item requires that ex parte disclosure be provided by Pg. 339 Commission members.Should a hearing be held on this item,all participants are required to be sworn in.Recommendation to approve for recording the final plat of Golf Club of the Everglades Phase 1, (Application Number PL20140001653) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. 16.A.6. This item requires that ex parte disclosure be provided by Pg. 354 Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve for recording the final plat of Tuscany Pointe 2, (Application Number PL20140001338) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. 16.A.7. Recommendation to award Invitation to Bid (ITB) No. 15-6369, Pg. 364 Airport Road (US41 East to Cougar Drive) Maintenance to Florida Land Maintenance Inc. 16.A.8. Recommendation to approve a Resolution authorizing the Pg. 455 Chairman to execute a revised Local Agency Program Agreement with the Florida Department of Transportation in place of a prior version originally approved by the Board on May 27, 2014,wherein Collier County will be reimbursed up to $400,000 for the installation of advance intersection signs at various urban county sites. 16.A.9. Recommendation to approve and authorize the Chairman to Pg. 479 execute a funding assistance letter to the United States Army Corps of Engineers (USACE) for shoreline protection within Collier County. 16.A.10. Recommendation to approve the First Amendment to Pg. 483 Interlocal Agreement between the District School Board of Collier County, and Collier County,to extend the deadline for a traffic study for Elementary School L within Collier County. 16.A.11. Recommendation to award ITB #15-6394 for the Traffic Pg. 500 Signal Upgrade at the intersection of Golden Gate Parkway and 44th Street SW to OnPower Services, LLC, in the amount of$297,391.85 for Project#60172. 16.A.12. Recommendation to award ITB #15-6393 for the Traffic Pg. 511 Signal Upgrade at the intersection of Golden Gate Parkway and Tropicana Boulevard to Highway Safety Devices, Inc., in the amount of$479,967.30 for Project#60172. 16.A.13. Recommendation to approve the release of a code Pg. 517 enforcement lien with an accrued value of$66,977.18,for payment of$677.18, in the code enforcement action entitled Board of County Commissioners v. Ebed Guadarrama and Irma Guadarrama,Special Magistrate Case No. CESD20130004682, relating to property located at 831 Everglades Blvd. N., Collier County, Florida. 16.A.14. Recommendation to approve the partial release of 55 code Pg. 524 enforcement liens with a combined accrued value of $10,108.85 for payment of$1,091.21, in the Code Enforcement actions entitled Board of County Commissioners vs. Capri International, Inc., Special Magistrate Case Nos. CENA20120012920, CENA20120012922, CENA20120012918, CENA20130003493, CENA20130003492, CENA20130003495, CENA20130007036, CENA20130007231, CENA20130007218 and CENA20130007230, relating to property known as 1410 Marion Lane, Collier County, Florida. 16.A.15. Recommendation to approve three releases of code Pg. 532 enforcement liens with a combined accrued value of$531,150 for payment of$450,in the code enforcement actions entitled Board of County Commissioners v. Palm Lake, LLC., Code Enforcement Special Magistrate Case No. CEPM20090017229 and Code Enforcement Board Case Nos. CENA20100002928 and CEV20100003082, relating to property located at 3131 Tamiami Trail East, Collier County, Florida. 16.A.16. Recommendation to approve and authorize the Chairman to Pg. 545 sign a Second Amendment to Joint Participation Agreement between the Florida Department of Transportation and Collier County to receive reimbursement for Construction services on the FDOT resurfacing project on SR951 from Fiddler's Creek Parkway to South of SR 90, along with the County's US-41 and SR/CR-951 intersection project; to execute a Resolution memorializing the Board's action; and, to authorize the necessary budget amendment; Project 60116. 16.A.17. Recommendation to approve a Resolution authorizing the Pg. 554 Chairman to execute a revised Local Agency Program Agreement with the Florida Department of Transportation, in place of a prior version originally approved by the Board on September 9, 2014,wherein Collier County will be reimbursed up to $491,322 for the construction of various sidewalks in Golden Gate City (20th Ct. SW,46th Terr. SW and 48th St. SW). The primary revision changes the grant expiration and construction completion date from December 31, 2017 to November 22, 2016,with no change in the amount of the grant award. 16.A.18. Recommendation to enter into a "Deposit Account Pg. 577 Agreement"with the Collier County Clerk of Courts (Clerk) to establish and maintain a deposit account used for payment to record Notices of Commencement by the Clerk that have been electronically forwarded by Collier County Growth Management Department staff as a convenience to its building permit customers. 16.A.19. Recommendation to approve an amendment to the Pg. 588 Promotional Fund Grant Award Agreement, modifying the completion date to October 31, 2015 for the County's construction of artificial reefs and authorize the Chairman to sign the amended Agreement. 16.B. COMMUNITY REDEVELOPMENT AGENCY 16.C. PUBLIC UTILITIES DIVISION 16.C.1. Recommendation to approve a $340,537 work order to Quality Pg. 607 Enterprises USA, Inc., under Request for Quotation 14-6213-21 for Underground Utility Contracting Services for the Wastewater Pump Station 104.05 Rehabilitation Project, Project Number 70046. 16.C.2. Recommendation to approve a $468,196 work order to Pg. 623 Douglas N. Higgins, Inc., under Request for Quotation 14-6213- 22 for Underground Utility Contracting Services for the Wastewater Pump Station 151.00 Rehabilitation Project, Project Number 70046; and,authorize the necessary budget amendment. 16.C.3. Recommendation to approve a $495,140.95 work order to Pg. 644 Quality Enterprises USA, Inc.,under Request for Quotation 14- 6213-23 for Underground Utility Contracting Services for the Wastewater Pump Station 147.00 Rehabilitation Project, Project Number 70046; and, authorize the necessary budget amendment. 16.D. PUBLIC SERVICES DIVISION 16.D.1. Recommendation to approve a budget amendment recognizing Pg. 660 recovery of County funds in connection with a claim involving a Collier Area Transit bus shelter. 16.D.2. Recommendation to authorize the Chairman to execute a Pg. 663 revised Federal Transit Administration Section 5339 FY2013/2014 application for Federal Assistance and transmittal to the Florida Department of Transportation (FDOT). 16.D.3. Recommendation to authorize execution of the 2013/2014 Pg. 668 Federal Highway Administration Flexible Funds grant award for the purchase and installation of bus shelters in the amount of$294,000 and appropriate a budget amendment. 16.D.4. Recommendation to authorize execution of the 2014/2015 Pg. 680 Federal Highway Administration Flexible Funds grant award for the purchase and installation of bus shelters in the amount of$287,124 and appropriate a budget amendment. 16.D.5. Recommendation to approve a standard Donation Agreement Pg. 694 that allows Marco A. Espinar to donate a 2.26 acre parcel along with a management endowment of$8,802.70 to the Conservation Collier Land Acquisition Program under the offsite vegetation retention provision of the Land Development Code LDC Sec 3.05.07H.1.f.iii. (b), at no cost to the County,and authorize the Chairman to sign the Donation Agreement and staff to take all necessary actions to close. 16.D.6. Recommendation to approve a Budget Amendment Pg. 707 recognizing $29,128.43 of State Housing Initiative Partnership Program program income for Fiscal Year 2013/2014. 16.D.7. Recommendation to approve a substantial amendment to the Pg. 713 FY2013-2014 and FY2014-2015 U.S. Department of Housing and Urban Development Annual Action Plans authorizing Community and Human Services staff to administer a rental assistance program to prevent homelessness using Emergency Solutions Grant funds in the amount of$96,226 and approve necessary budget amendments. 16.D.8. This item continued from the March 10,2015 BCC Meeting. Pg. 721 Recommendation to approve a resolution authorizing the submittal of an after-the-fact grant application for $516,816 to fund the expansion of the Immokalee Sports Complex Fitness Center through the FY2015-2016 Housing and Urban Development (HUD) Community Development Block Grant (CDBG). 16.E. ADMINISTRATIVE SERVICES DIVISION 16.E.1. Recommendation to correct a scrivener's error in request for Pg. 727 first year tax levy for the Fiddlers Creek Municipal Rescue and Fire Services MSTU,which should have read "2015 tax year" rather than "2016 tax year". 16.E.2. Recommendation to approve an Interlocal Agreement between Pg. 747 Collier County and the Sheriff of Broward County, Department of Fire Rescue and Emergency Services for mutual aid services. 16.E.3. Continued. Recommendation to award RFP #14-6307 "Annual Pg. 758 Contract for General Contractors Services" to the following firms: Bradanna, Inc., Surety Construction Company,Wright Construction Group, Inc., PBS Contractors, and Compass Construction, Inc. (Staffs request). 16.E.4. Recommendation to remove the Goodland Fire District MSTU Pg. 898 from consideration for alternative provision of fire service. 16.F. COUNTY MANAGER OPERATIONS 16.F.1. This item continued from the March 10, 2015 BCC Meeting. Pg. 901 Recommendation to approve Tourist Development Tax Category"B" funding to support the Pro Watercross World Championships September 19-28, 2015,authorize the Chairman to execute the agreement and make a finding that this expenditure promotes tourism. 16.F.2. Recommendation to adopt a resolution amending and restating Pg. 920 Resolution No. 2015-36 in support of Prospect#15-011,as a Qualified Applicant to Florida's Qualified Target Industries (QTI) Tax Refund Program, providing up to $48,000 of local financial support for an expansion of an existing business management firm in Collier County that will create 40 new quality jobs,and approve any budget amendments necessary to process this transaction. 16.F.3. Recommendation to adopt a resolution approving amendments Pg. 925 (appropriating grants, donations, contributions or insurance proceeds) to the Fiscal Year 2014-15 Adopted Budget. 16.F.4. Recommendation to approve a budget amendment transferring Pg. 928 $200,000 from Pelican Bay Services Division MSTBU Fund 109 Reserves to the Beautification Cost Center for additional tree trimming services. 16.G. AIRPORT AUTHORITY 16.G.1. Recommendation to approve and execute a First Amendment Pg. 930 to a Commercial Aviation Operations License Agreement between the Collier County Airport Authority and Career Flight Training and Aircraft Rental, Inc., at the Marco Island Executive Airport. 16.H. BOARD OF COUNTY COMMISSIONERS 16.11.1. Recommendation to appoint one member to the Collier County Pg. 942 Public Safety Authority. 16.H.2. Recommendation to appoint one member to the Forest Lakes Pg. 951 Roadway and Drainage Advisory Committee. 16.H.3. Recommendation to appoint two members to the Industrial Pg. 960 Development Authority. 16.H.4. Recommendation to appoint seven members to the Immokalee Pg. 977 Enterprise Zone Development Agency. 16.H.5. Recommendation to approve a Resolution for the Collier Pg. 1015 County Board of County Commissioners to request that the Florida Legislature support the funding request for the University Of Florida Institute of Food and Agricultural Sciences Extension Services and Research and Education Centers, in support of local, regional, and statewide economic development and agribusiness industry,and to deliver the resolution to the Collier County Legislative Delegation and other elected state officials. 16.I. MISCELLANEOUS CORRESPONDENCE 16.J. OTHER CONSTITUTIONAL OFFICERS 16.J.1. Board declaration of expenditures serving a valid public Pg. 1020 purpose and approval of disbursements for the period of March 5 through March 11, 2015. 16.J.2. Board declaration of expenditures serving a valid public Pg. 1068 purpose and approval of disbursements for the period of March 12 through March 18, 2015. 16.K. COUNTY ATTORNEY 16.K.1. Recommendation to approve a Stipulated Final Judgment in Pg. 1118 the amount of$14,000 for Parcel 232DAME in the lawsuit styled Collier County v. John Lespade, et al., Case No. 14-CA- 2316 (LASIP Project No. 51101 - Crews Road, Cope Lane and Sandy Lane/Wing South Interconnect). (Fiscal Impact$7,270.) 16.K.2. Recommendation to approve tentative Settlement Agreements, Pg. 1126 in the case styled Collier County v.Vineyards Development Corporation, Debra Lee Gogan,Amelia Sosa, and Astrid Ramirez,which require Defendants to collectively reimburse the County for the full amount of damages, plus administrative costs,totaling$26,800. 17. SUMMARY AGENDA This section is for advertised public hearings and must meet the following criteria: 1) A recommendation for approval from staff; 2) Unanimous recommendation for approval by the Collier County Planning Commission or other authorizing agencies of all members present and voting; 3) No written or oral objections to the item received by staff,the Collier County Planning Commission, other authorizing agencies or the Board, prior to the commencement of the BCC meeting on which the items are scheduled to be heard; and 4) No individuals are registered to speak in opposition to the item. For those items which are quasi-judicial in nature, all participants must be sworn in. 17.A. This item requires that ex parte disclosure be provided by Pg. 1139 Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve Petition VAC-PL20140002643 to disclaim, renounce and vacate the County and the public interest in a portion of the 20-foot utility and drainage easement running through the back yard of lot 10, Riviera Colony Golf Estates, Unit IV,as recorded in Plat Book 17, pages 88 and 89 of the public records of Collier County, Florida, located in Section 18, Township 50 South, Range 26 East, Collier County, Florida. 17.B. Recommendation to adopt an Ordinance amending Ordinance No. 89- Pg. 1149 11,adding criteria specifically for "Key Island" to provide for consistency in activities allowable by local law and Florida Administrative Code. 17.C. Recommendation to adopt a resolution approving amendments Pg. 1158 (appropriating carry forward,transfers and supplemental revenue) to the Fiscal Year 2014-15 Adopted Budget. 18. ADJOURN Inquiries concerning changes to the Board's Agenda should be made to the County Manager's Office at 252-8383. Proposed Agenda Changes Board of County Commissioners Meeting March 24,2015 Item 16E3: Recommendation to continue award of RFP-14-6307 Annual Contract for General Contractors Services and extend current contract 10-5510 Annual Contract for General Contractor Services through June 30,2015 or until the Board approves the award of RFP 14-6307. (Staffs request) Note: Item 16A5 Golf Club of the Everglades Final Plat Recording: Authorize the County Manager to administratively update Dedication#4 on the plat from East Naples Fire Control and Rescue District to Greater Naples Fire Rescue District prior to the recording of the plat. (Staffs request) Time Certain Items: Item 9A to be heard at 9:30 a.m.and heard concurrently with Item 12A Item 10A to be heard at 1:00 p.m. 3/25/2015 8:28 AM CD Z CD CD -cs m z o y •`°• c= CD -o -< 0m C v Fr) C -< no a , N Q r z C to 5 n o Z -0 t _ 0 m D -eG CD ^t CD r m � r —_ni0 .-.. r`J D = < = o 71 a rn Cz - mz m 0 t:n --I -1 cn z 7 -� Z O mz 0 Z m 0 cn z m U' -I 0 c0 '`? • r" mz O oiv ', � --11 c=» m 2 0 ° -n O m zu ' " 70 00 ca 03o > r r po =Im m > rm O z -Dn Zo z o . ! c CD C -I co ImTl DDT Cnm000 N Q -I O O -n co > a] N n AAP co _ = %.„0%/ •n• a r = m 2omD 3 CD -I cnK 2 Ill -I .°P / o OO n O rn m Oc.Y, N n r CD (T) z °' D rn rZ M C � z —■ —I 73 c R1n ° o o ,?:3) pi, ZO � � -1 On cn � n� C)„ cn O 'J = 00 Dcjcm (, ..,:\ • o° CID m rn I Dm Z--i (.7 m O D • Cn --I v" o = o '/ = mO ii M''' JD Co D m Z < z V) G) mc) U) v) -1 • N. C7 mm O Do > a:_ cy r Z D pZ 1- J r r oo -< -I �J a = m rG � m 2 = mp r In a] m m m ET) C') 1- m .'"; z 2 m 2 0G) z -1 O _ _ m Z p CD 7J Z CD C2 -< o CD CD ca CD -v -< 000 i" CD ° = O = ~' 0. m C -< O = \i CD• c� n o z v = 0 m 0 CD C-F -0 r- mK r jO ,-« CD > n < ° o 0 co m E -+ — = m cF, --1 1 z S z O m � 0 zn O z m M ccn0 —I ,n— z U \ vT 13 -I O c0 1 ✓ mz CD N)--I-I ccnnm _ GO z w 0 zz °m rn co a ° --1 >O C 000 W rW O D -1m MDrm O cS > =I zr '� iCO z 0 C > mm �' D o -1 Om _1 -1 ° ° 0. " CD rn ° � m = 0 � -, a. O. D ODD TODD ? c ea Ca = Oa ° z 3 ✓ jjm = 7° r0 a , 3 � r ° mZ CD —I 0 -0 O — — m � Do C Cho f3 cn m ° g= 00 0c = m „ —1 m O0 of L� �• O r U' 0 z0 > � , .�-0 - mm0 ° 0 O 7° W z00 °o 2 On com0z ' IT O � z m m� -< 0 0 z 0 > c (t � XI z n O (n 1- _ KKw 5 1 m o m z —I CD . ✓ can - � � � � m m m O 0 a fn ° m 0 m � m o � 0 m0 .) '0 r = _ _ W Z < z (/) 0Cn --I mO to c75 —1 n mm O > V I- z D oz r -- ° a "'< 11 co (,� 70 — ° -I = m rC I— - � m = m0 Do m 0 m m cn 0 r m z o 3>= ma X/ -1 O Oz _ � mz J -a a) = +-, co m v E •C v+ W M1• 2111( a c ,• a E o"io E0 .'�i2 O V C M +a , 7 0 N p C — +� 0A a) 0 m — O C }, c w a) 3 a`) c 0 ._ v- -p � -p v a) v O O O a) c C - n W O U OA u O vii >, v, C O J .� c a) c O d m m O 4-' 'p L W s N '6 d Q con 0a N c C N a= O +-, -O 4- C W H v, C +' m 7 N E li +, a) a_+ r0 O m on O m d C L ' d .0 --.a• 2 c °J 000 c y->., co - N i V a -O ,3n c 0 a) .O +., v t) -O a) p c a. c +' > _ v c .� 0 n c o °1 o O N a m v) C co .— V 0 ° L.) C a) 6 a-, to t +' N a) a) a gym+ ,A a) _7 00 C c ±' C Z a+ ut 41 t p c Y j • O +..... 0'n n 3 7 Ca C .5 > C v c E E a N a U N c c a c a, v, E co a) +4 r S.L. a u -p + H W CY Q Lm.) V co L C. C M .0 N ak) 7 Z Z W W J J_ Z CO Sr T xx H = W C cc cc D N v v on 0 0A N a.. ,, c N C m dA oa to ` m +, . Z t C •vc-i N 7 0 "a N C •= W 0 O +, a-, vi .0 }' ` O 13 a) Q w- W m a„ C H +' ' c 00 C , '^ ` Q 0)) m 3 O O M m ° w 0> E C C +, �, L N v, 00 p m 0 aa) + a.+ C 4- L) u oa •'c a) N ,0 M 'o u C W v E O O aO O i L U C N aJ = a1 .E_ E a) — W C C m +' c w +, °- • k C O C I.. O a — O ++ O Oa C m C m n U aJ •- t �0 N 0 CO t m 3 �` a) 3 .0 v O +�. (a a) p 'v = 0- 3 ti C7 O 'O C C U V fl. +•, p 00 C ut C N -0 of "O IP 0 w '- 4- v, 0a C C a) c 4) J to = O +L°' o 0 0 0 0 hCA C -' C C O N 'C O 0 C u co U J C V ,_ — d4 Op Op ,� 0 a) 'a m N E ° N m C p C D. N E m C C of 'O O of u 6J _c n. ct +' +, +' a) L 0. , of v, +'V, O a) 0 c u a) p +' a) H x ° O a) L u i 3 Q O r O W Z -O n _ ._ +� 0. F- '-' m 4- n s_ m .- O Z co Z Z D }r O r, )it, u 02 03 W C e�i J J 0 v 0 =U C C v, O _7 N 15 cm.) i_ .- O p C 6 Ea 'p o 73* +)+ Q m U w a) 4-' v On ,L Q O p dA m a) m 'a to a m p_ C on 3 °- v, ° p 3 c = a` co c p 'c It) as a u 'p v 4-,. -0p >4 T +, a) LL -a 03a }, W C c +, — a� a,, +' .r >, c C m c m v +' c c ,,, � n v O w t o c u u EE m o E O ' -' m E a, �` ° ° ° 3 a�i V C a) u C C •n, O cp a)co O j u, O 3 -Op al fl" T c a �, +, c ° _c v c v a C '^ L CC w 0) U 4- m 'a Q v, CC m 3 u w i0 3 v a, = C• C W c- c 3 ei W G V LL U C M 4., r0 'O a, a, c L O C r`no rc0 rroo >. +� +� 'c v, 'p ate, u -0 Cl (0 O u = 'a � O ON �' l0 (0 a) 0. lD e•-i 4O C -6 V L vt m . m f0 C p O v = N E O m v w I- � E -v ar a' 4' 1. Z a, a, 7 r'�0 ns •° c lc ` �" +-' O = C w O O ra ro c, ci LL > 7 L OC y c r(0 c0 p N C d 'B C E p O +-+ r0 2 00 Ln .in a; � � _. .I Y v O of Z C - m "• c a w a Q v a, I- C •C _ L co Y _a 3 L L_ T ca a v ° a v c N V) a O +' 'ao T u v rT r\ 0 (' W Z Z M L1 CC0 va)i 3 r0 t 1- O - Z W J _J W C • rY CC n V -a a Za, w L v t Q .EO � 4Y 7 H C C (6 (0 N OV (0 is 'n a in '4 ro v 3 co co ,� a, Y 7 E c c v in O o - v ° O m 'v, vi v, v 2 LL- r0 0=0 7 p > n a 0 L v, a, .0 4. ro N 'n Y ° -a -n e W + V LL O a) O c r0 `1 O ,n m v , -O aJ V a, 7 c O r0 7 a L o 'c 4,, h c a v c a, v _ v 3 C c o ° c . ° W O -0 y 1E v, 4_ 0 7 O- O o 0 _J C +' rII �v, E co a, E a, E H W Z Z r. M L a 0 a, O O N ° M v U ra a 3 L .0 -C L) Z Z n O m ono V w C J O V w -° -o v 0o C 'a 4— O C la d ,n a, O ra ate. d O O ,t = cu �O N w o '3 0 c ro _ ro ° v aci v °' —° w 3 m 4----- - v 3 -0 O 7 •v 3 O v w a, >. O E L O 'O sa L_ c c va. aO .0 >. 3 3ja V +, o �' -o v, a, •J v, _ c _ _ v, O r0 CO N aJ 7 O OCp ro C O ON 7 `n 7 4- o v -0 aJ X i m U O O 'c a, N E a, `F C c 7 ++ r0 1- C ut "O C C ro 7 a, '� •C C a a, OA O N a ro a 0 0 0 6 0 41 CT — �D V Lii —° v a ..0 ,. .E coo CCC 3 a E 2 .a cc 3 cc o f00 Ts ar — c 4n a W °i c 3 ei W , c E u ai 0 U C m 4..r o N VI t L.- CO u . vi ti 0 x O o N a, v C N 0 L u 0 ..../-0 VI + a H CI W -0 L E a, _0 a, a, -7 N C O` `, J U of C '. p a, O a L"0 p a a, U C 0 4- L f6 0 .a a Co +� 0 a n c c o •E ° E +, 0 3 O u co co I- O o o O t a, -, v 47 C v, o v J0 E E tn Z 3 c _0 a _� cco o of 0i ,o Y E v, CO o n t +' > a, �„ •- u ti u 2 c 4, >. m o V, o 0 co on ' o a 3 of 6, aj .r hA 'O &- _0 c • p >, N y .,.' d m n o n , o v, a, 00 .� ° a •c v ` _ = N O u b4 N O m C N O 0 •E 0 7 4T a, O L, o C O w fa O� Y C -0 -0 4- -a ON (U U c `� , Ill •, — �' 0 a, E -0 C 0 a) v co a, v Z o r".: 0 0 o p N }, o ° Y co m 3 C ,r 0 o m -O Cl) m 6 `� o co u 4 v a, Z +' p 5 (a a� C U `0 as v ai L, a, y O y 3 O .c c -o 'o ui a c t g a ts a o c a 4 3 Ic E o coo ° o o c ° ° z w W D !n co O ° — a"' — T p a N 7 0 v E D -0 c co V v, E .0 t Z Z u a .1 a o w a, c xxfl Z X Y: : X X ou Fu L.) O +' to 0 ° U i h 3 m • Z m CU c o — o o p 0 'a OJ Q v = 3 a c a E H u N C CO a) 0.1 1.- O v o °p o w c 3 co v, a, 0 0 +� o a, c, _a c Co aa, E v, Z a .a .. 0 O 3 a, O E `p c -° ` N N O c p • o ° O ..O m p �° (-) -C O r U ca N O U C Y O O U ` •C O c O. '— on c �c a' v, co v, a '- W C U) a c U 3 t, a, +.' C i 'O a L - O c co co O O v t + O a, cu a . c v cu t m ° o ° tn . _ o 3 +, c c � •N v N C "O N a la f0 a, O U O a a) co U a,• k n ° ° p E roo _o -o v, ocp v o W ++ 7 N C "O E �' ++ da `— 7 7 C 4-' 0 a, 0 — J u m ° a, '- C fa CO u U U a, a, _ J C "O .� ut al p u '�', O ,C .E a 0, E O Ti a, — N t a)'O v, v E a v 5' 4- c O 00 U 1-' E yx,� Z N a, 7 .47, .8. 7 ° O O i 411 p L 3 U v, . 4 -c z z u Q s-I .2 0 0 i o, Z 0 X c c O M1, O O cc 4411 %m0 '4 u 0 7.1 = ri a, H J O O L.) _ c p v; U O (a O v y '- v v, a, c co 0 0 iLl flU r-, O 40 +� c i,, O O H aJ O t •- -° C Q 0 u C ° N -p v O C s L no p >, c d in CO O 7 C u vi vi E C C v, C 0 O t 0 C 7 To ,a 4! v) =a), a ,. +.' (0 C a, 5 ° - co 0 U =° 0 0 .a,, 0 0 -0 0 VI O 0 p *' 3 c ■ 3 3 3 0 '� u - O E a) .5 C aa, aoi a a, a,if, o aa, c u o v °a 'o o c a`) Cr '-- c 4-, v ( o f v, v m o a CU 6 0 — .a u v , a) 3 u -p Ln v DI v u a) ..,.a)a, o a- o a s o c°� w av' u co -°0 ° ,� .c o c < a o v) o v, o ce 3 4 cc =a o _ 3 o COUNTY PRIORITY ISSUES THAT CAN BE ADDRESSED IN RULEMAKING RATHER THAN LEGISLATIVELY The aforementioned issues should be addressed legislatively to ensure DEP has the specific legislative authority to enact regulatory requirements and new rules to address those issues.The following are issues that DEP already has sufficient legislative authority to address in rulemaking without further specific legislative authority being needed. 1. Review and amend, as necessary, all well and site construction requirements. 2. Amend Rule 62C-29 to require Class II injection wells have consistent permitting,well construction,testing, operational, reporting,and plug and abandonment requirements as those stipulated for Class I Industrial Injection Wells as per Rule 62-528 Underground Injection Control F.AC.,which are more stringent than those required by Rule 62C-29. 3. Amend Rule 62C-28.004,which requires all tank batteries to be constructed upon sufficiently impermeable pads,to include secondary containment for all fuel, hazardous materials/wastes (including exempted), piping, wastes, and produced water storage tanks to minimize contamination risk to shallow groundwater and surface water bodies. 4. Amend Rule 62C-27.005(1)to increase the surface casing depth to extend a minimum of 100 feet below the deepest underground source of drinking water(USDW). Currently the rule stipulates that the surface casing be set below deepest UDSW with no specified depth. 5. Amend Rule 62C-27.005(3)to increase the cement fill of the annular space to whichever is greater, either the static fluid level of the reservoir or 1,500 feet above the uppermost producible hydrocarbon zone being used. 6. Amend Rule 62C-27.005 (4)to increase minimum surface pressure requirements for the production and tubing and packer to 1.5 times the anticipated static, operational, or planned work-over/well stimulation pressures. Current regulations stipulate a minimum surface test pressure for the production casing and tubing and packer of 1,500 psi and 1,000 psi, respectively.These pressures may not be representative of work-over and production activities for individual oil&gas wells. 7. Establish minimum annular cement thickness for the production casing—similar to minimum requirements for water wells and Class I injection wells completed in Florida or specify API standards or practices. 8. Add a requirement that the FDEP conducts a minimum number of annual inspections in addition to the witness requirements addressed in number eight. 9. Amend Rule 62C-28.005(1)to reduce the reportable spill volume from 210 gallons (5 barrels)to 25 gallons for spills that occur during any oil and gas exploration, production,or completion activities including but not limited to drilling,testing,work-overs. Spills of materials include but are not limited to drilling fluids, produced water, fracking fluids, hazardous and petroleum products, hazardous and petroleum wastes,or materials and wastes exempted from the hazardous waste rules. This amendment would be consistent with existing state regulations for petroleum products not associated with oil and gas exploration/production activities. 10. Add a requirement that backflow prevention devices are installed,working, and tested weekly for all water supplies onsite. - i THIS INSTRUMENT WAS PREPARED 8Y: Richard C.Grant,Esquire Grant Fridkin Pearson,P.A. 5551 Ridgewood Drive,Suite 501 Naples,Florida 34108 239-514-1000 FOR OFFICIAL USE ONLY DECLARATION OF COVENANTS AND RESTRICTIONS This Declaration of Covenants and Restrictions is made this 23rd day of March 2015 by, Lodge/Abbott Investments Associates LLC ("LI") and Lodge/Abbott Associates LLC ("LA"), each a Michigan limited liability company, for the benefit of the following entities all being.and comprising property owner, homeowner, or condominium associations serving residential communities that adjoin real property owned by LA and LI located in Collier County, Florida as described on Exhibit "1" hereto (the "Property"). These entities are: The Villages of Emerald Bay Condominium Association,Inc., Eden on the Bay Homeowners Association, Inc., Tower Pointe at Arbor Trace Condominium Association, Inc., Arbor Trace Condominium Association, Inc., Glen Eden Homeowners Association, Inc., Falling Waters North Preserve, Inc., Tarpon Cove Community Association, Inc., Wiggins Bay Foundation, Inc., Bay Forest . Homeowners Association, Inc., Aqua at Pelican Isle Condominium Association, Inc., Marina Bay Club of Naples Condominium Association, Inc., Anchorage of Naples Condominium Association, Inc., Audubon Country Club Foundation, Inc., all of which are Florida non-profit corporations(collectively.the"Benefited Parties"and each separately a"Benefitted Party"). Background A. LA and LI respectively own separate parts of the Property which is and has been zoned by Collier County as the Cocohatchee Bay PUD under and by virtue of Ordinance No. 2000-88 (the "Ordinance") as modified by a Settlement Agreement and Release dated June 9, 2008 between LA, as the then owner of the entire Property and the Board of County Commissioners of Collier County (the "Settlement Agreement"), which is recorded in Official Records Book 4368, Page 2345, of the Public Records of Collier County, Florida (collectively, the Ordinance and the Settlement Agreement and its attached exhibit revising the Ordinance are the"Current Zoning"); and B. LA and LI have filed an application with Collier County under Petition Number PUDZ-PL20130001813 (the "Petition") whereby they seek various changes to the Current • Zoning; and C. Members of some of the Benefitted Parties have objected to the Petition being approved by Collier County for various reasons;and D. LA and LI are aware of the objections and, although LA and LI disagree with those objections, they are willing to make and provide this Declaration to the Benefitted Parties so that if the Petition is approved by Collier County the terms and the covenants of and within this Declaration will restrict use of the Property in accord with its terms irrespective and A , A R 711:IC independent of the applicable zoning, and whether and how it might thereafter be changed in the future. NOW THEREFORE, for and in consideration of the premises and other good valuable consideration, the receipt and sufficiency of which is hereby acknowledge, LA and LI hereby respectively declare that, subject to satisfaction of the conditions set forth in paragraph 5 hereof, the Property shall be held subject to the covenants and restrictions described herein. Such covenants and restrictions shall be deemed covenants running with the land burdening and binding the Property for the benefit of the Benefited Parties and their respective successors in interest. 1. LI and LA hereby make the following covenants: a. The portion of the Property described on Exhibit"2" (being the R2 Tract designated as such in the PUD Document forming part of the Petition) may be used only for the development of sixty-two (62) single family platted lots and for the uses specified in Section 3.4.B. of the PUD Document forming part of the Petition. The improvements to be constructed on these sixty-two (62)lots may not exceed thirty-five(35) feet in zoned height. b. The portion of the Property described on Exhibit"3"(being the R1 Tract designated as such in the PUB Document forming part of the Petition)may be used only for the development of five hundred ninety (590) dwelling units and for the uses specified in Section 3.4.A.of the PUD Document forming part of the Petition. c. The areas located on the part of the Property that is located west of Vanderbilt Drive that are identified as Preserve Tract (designated as "P") in the Master Plan forming part of the Petition shall be used only for the purposes specified in Section 5.3 of the PUD Document forming part of the Petition. d. The portion of the Property extending to US-41 that is described on Exhibit "4" hereto (being a portion of the R2 Tract designated as such in the PUD Document forming part of the Petition)shall be restricted as specified in Section 3.3 of the PUD Document forming part of the Petition. c. The areas identified in the PUD Document and visually depicted in the Master Plan forming part of the Petition as the 100 foot landscape buffers abutting: (i) a portion of the north property line of the R2 Tract; and (ii) a portion of the east property line of the R2 Tract shall not he reduced in size. Notwithstanding this, LI and its successors may maintain the landscape buffers, and is expressly permitted to add, remove and replace existing vegetation as necessary so long as the overall size of the aforementioned landscape buffer areas are not reduced. 2. The covenants herein are independent of and are superior to the applicable zoning for the Property as it now and hereafter may exist. 2 3. The covenants in this Declaration shall run in favor of, and are for the benefit of, the'Benefited Parties,and may be enforced by any or all of them against LI and/or LA and their respective successors in interest as the owners of the Property, by any and all appropriate legal action and appropriate remedies,including,but not limited to,injunctive relief. In no event may individual members of any of the Benefitted Parties enforce these covenants nor be considered or deemed to have individual enforcement or other rights in and to them. The individual members of the Benefitted Parties are expressly declared to not be third party beneficiaries of this Declaration. 4. These covenants may be modified and/or terminated solely by an agreement in writing between LI and LA and/or their successors in interest to the Property on the one hand, and all of the Benefited Parties,on the other hand. 5. Notwithstanding anything to the contrary, this Declaration and the covenants contained herein are made and granted subject to and conditioned on the Board of County Commissioners of Collier County approving the Petition to modify the Current Zoning: (i) as proposed in the Petition; or(ii) with such changes as are approved by LI and LA; and (iii) such approved changes becoming final and non-appealable. If such final approval does not occur by May 31,2015,then this Declaration and the covenants herein shall be null and void. EXECUTED the day and year set out above. Wi esses: /� Lodge/Abbott Investments Associates LLC ee- fitness 1 Panted name oil idtess#I A - 414/1)-'W 2 Edward R. Schonberg,Vi e President W ker Printed name of Witness#2 Lodge/Abbott Associates LLC tines 1 Printed dam of itness#1 Wt Edward R. Schonberg,Vic. President e, t✓. 1N aef k-r Printed name of Witness#2 3 STATE OF MICHIGAN ) §§: COUNTY OF WAYNE ) I HEREBY CERTIFY that the foregoing instrument was acknowledged before me this 23r1 day of March, 2015, by Edward R. Schonberg, as Vice President of Lodge/Abbott Investments Associates LLC, a Michigan limited liability company, who is personally known to me. c . Notar ' blic-State of Michigan M ;t-I,eh . . , Vjl al ktr Printed Name of Notary My Commission Expires: MICHELE C WALKER NOTARY PUBLIC,STATE OF MI COUNTY OF OAKLAND MY COMMISSION EXPIRES Jun 113,2018 ACTING IN COUNTY OF Wa„ t. STATE OF MICHIGAN ) -1 §§: • COUNTY OF WAYNE ) I HEREBY CERTIFY that the foregoing instrument was acknowledged before me this 23rd day of March, 2015, by Edward R. Schonberg, as Vice President of Lodge/Abbott Associates LLC,a Michigan limited liability company,who is personally known to me. Not lic-State of Michigan M ► t-(e C- Walker Printed Name of Notary My Commission Expires: MICHELE C WALKER NOTARY PUBLIC,STATE OF Mt COUNTY OF OAKLAND MY COMMISSION EXPIRES Jun 1C 2018 ACTING IN COUNTY OF vl ayh C 4 EXHIBIT I Property owned by Lodge/Abbott Investments Associates LLC and Lodge/Abbott Associates LLC • • • PARCEL 1 • THE SOUTHERLY 548 FEET OF A TRACT OF LAND LYING IN SECTION 8, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, SAID TRACT BEING DESCRIBED AS:BEGINNING AT THE SOUTHEAST CORNER OF GOVERNMENT LOT 4,SAID SECTION 8,RUN S.88°24'40"W. (SHOWN IN ERROR AS 5.88°26'40"W. IN O.R. BOOK 68, PAGE 235; O.R. BOOK 87, PAGE 439 THROUGH 447; O.R. 1300K 167, PAGE 692; O.R. BOOK 218, PAGE 484; HEREINAFTER CITED AS OFFICIAL RECORDS), ALONG THE SOUTH LINE OF SAID GOVERNMENT LOT 4 AND THE WESTERLY PROLONGATION OF SAID SOUTH LINE, FOR 776.71 FEET, TO AN INTERSECTION WITH AN AGREED BOUNDARY LINE AS RECORDED IN O.R.BOOK 87, PAGES 439 THROUGH 447 (SURVEYOR'S NOTE: ALTHOUGH O.R. BOOK 167, PAGE 692 AND O.R. BOOK 218, PAGE 484 INDICATE THAT THE AGREED BOUNDARY LINE IS FOUND IN O.R. BOOK 68, PAGE 235, THE BEARINGS AND DISTANCE ARE IN EFFECT • THOSE RECITED IN A LATER EXCHANGE OF QUIT CLAIM DEEDS O.R. BOOK 87, PAGES 439 THROUGH 447), OF' THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N.29°11'40"W., ALONG SAID BOUNDARY LINE, FOR 300 FEET; THENCE RUN N.3°00'00"W., ALONG SAID AGREED BOUNDARY LINE, FOR 961.43 FEET (SHOWN IN ERROR AS 961.30 FEET IN THE OFFICIAL RECORDS);THENCE RUN N.67°30'00"W. ALONG SAID AGREED • BOUNDARY LINE, FOR 1397.99 FEET (SHOWN IN ERROR AS 1397.01 FEET IN THE OFFICIAL RECORDS); THENCE RUN N.22°31'00"W., (SHOWN IN ERROR AS N.22°30'00"W. IN THE OFFICIAL RECORDS), ALONG SAID AGREED BOUNDARY LINE, FOR 944.72 FEET; THENCE RUN NORTH, ALONG SAID AGREED BOUNDARY LINE, FOR 99.92 FEET, TO AN INTERSECTION WITH THE WESTERLY PROLONGATION OF THE NORTH LINE OF GOVERNMENT LOT 3, SAID SECTION 8; THENCE RUN N.0°08'53"E. (SHOWN IN ERROR AS NORTH IN THE OFFICIAL RECORDS), FOR 429.82 FRET; THENCE S.59°00'00"E., • FOR 815.68 FEET, TO AN INTERSECTION WITH SAID WESTERLY PROLONGATION OF THE NORTH LINE OF SAID GOVERNMENT LOT 3; THENCE RUN N.89°12'20"E., ALONG SAID WESTERLY PROLONGATION AND ALONG THE NORTH LINF, OF SAID GOVERNMENT LOT 3, FOR 1907.82 FEET, TO THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 3, THENCE RUN S.00°23'10"E., ALONG THE EAST LINE OF SAID GOVERNMENT LOT 3 AND SAID GOVERNMENT LOT 4,FOR 2744.30 FEET,TO THE POINT OF BEGINNING. PLUS ANY LAND ADDED THERETO BY ACCRETION OR RELICTION, AND LESS AND EXCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR EROSION. PARCEL 5 THE NORTHWEST 1/4 OF SECTION 16 IN TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, EXCEPTING THEREFROM THE RIGHT- OF-WAY FOR STATE ROADS S-865A (ALSO KNOWN AS VANDERBILT DRIVE) AND S-865B(ALSO KNOWN AS WIGGINS PASS'ROAD). 1 ' • PARCEL 6 THAT PART OF THE NORTHERLY ONE-FIFTH (BEING MORE PARTICULARLY DESCRIBED BY ACCURATE SURVEY AS THE NORTH 268.54 FEED OF THE NORTH 1/2 OF THE NORTHEAST 1/4 OF SECTION 16, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA WHICH LIES WEST OF THE RIGHT-OF-WAY OF U.S.HIGHWAY 41 (ALSO KNOWN AS TAMIAMI TRAIL). PARCEL 7 THE EAST 1/2 OF THE NORTHEAST 1/4 OF SECTION 17,TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY,FLORIDA,EXCEPTING THEREFROM THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 AND EXCEPTING THEREFROM THE RIGHT-OF-WAY OF STATE ROAD S-865A (VANDERBILT DRIVE). PLUS ANY LAND ADDED THERETO BY ACCRETION OR RELICTION, AND LESS AND EXCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR EROSION. PARCEL 8 BEGINNING AT THE SOUTHEAST CORNER OF SECTION 17, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, RUN N.89°54'20"W., ALONG THE SOUTH LINE OF SAID SECTION 17, FOR 2839.52 FEET TO AN INTERSECTION WITH AN AGREED BOUNDARY LINE AS RECORDED IN O.R. BOOK 68, PAGE 235 THROUGH 250 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N.01°30'05"E., ALONG SAID AGREED BOUNDARY LINE, FOR 1298.70 FEET (SHOWN IN ERROR AS 1300.00 FEET, IN O.R. BOOK 68,PAGE 235 AND O.R. BOOK 167, PAGE 642 HEREINAFTER CITED AS OFFICIAL RECORDS); THENCE RUN N.30°00'00"E., ALONG SAID AGREED BOUNDARY LINE, FOR 800 FEET; THENCE RUN N.05°00'00"W., ALONG SAID AGREED BOUNDARY LINE, FOR 1480 FEET; THENCE RUN N.29°11'40"W., ALONG SAID AGREED BOUNDARY LINE, FOR 1957.41 FEET, TO AN INTERSECTION WITH THE WESTERLY PROLONGATION OF THE NORTH LINE OF SAID SECTION 17; THENCE RUN N.88°24'40"E. (SHOWN IN ERROR AS N.88°26'40"E. IN THE OFFICIAL RECORDS), ALONG SAID NORTH LINE FOR 3449.51 FEET TO THE NORTHEAST CORNER OF SAID SECTION 17; THENCE RUN S.0°27'30"E., ALONG THE EAST LINE OF SAID SECTION 17, FOR 2690.04 FEET (SHOWN IN ERROR AS 2689.35 FEET IN THE OFFICIAL RECORDS), TO THE EAST QUARTER CORNER; THENCE RUN S.0°26'00"E. (SHOWN IN ERROR AS S.0°26'00"W. IN THE OFFICIAL RECORDS), ALONG THE EAST LINE OF SAID SECTION 17, FOR 2584.65 FEET TO THE POINT OF BEGINNING; EXCEPTING THEREFROM (1)THE EAST 1/2 OF THE NORTHEAST 1/4, (2) THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4, (3) THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4, OF THE SOUTHEAST 1/4, ALL IN SAID SECTION 17; AND EXCEPTING THE RIGHT-OF-WAY FOR STATE ROAD S-865A (VANDERBILT DRIVE), AND EXCEPTING THAT PORTION OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 48 SOUTH, RANGE 25 EAST, DESCRIBED AS FOLLOWS: FROM THE NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF THE 2 SOUTHEAST 1/4 OF SECTION 17, RUN S.89°53'18"W. FOR 50 FEET, TO T E POINT OF BEGINNING; THENCE RUN S.89°53'18"W., FOR 186.65 FEET, TO A POINT ON BULKHEAD LINE AS SHOWN ON PLAT THEREOF RECORDED IN BULKHEAD LINE PLAT BOOK 1, PAGE 7, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN S.41°11'03"W. FOR 133.10 FEET, ALONG SAID BULKHEAD LINE; THENCE RUN S.0°06'42"E., FOR 120 FEET, THENCE RUN N.89°53'18"E., FOR 275.72 FEET, TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF STATE ROAD S-865A (VANDERBILT DRIVE): THENCE RUN N.0°26'00"W., FOR 220 FEET, TO THE POINT OF BEGINNING. PLUS ANY LAND ADDED THERETO BY ACCRETION OR RELICTION, AND LESS AND EXCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR EROSION PARCEL 9 • THAT PORTION OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, - FLORIDA,DESCRIBED AS FOLLOWS: FROM A POINT OF BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 17, RUN N.89°40'55"E., FOR 560.24 FEET, ALONG THE NORTH LINE OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 17, TO A POINT ON THE BULKHEAD LINE AS SHOWN ON PLAT THEREOF RECORDED IN BULKHEAD LINE PLAT BOOK 1, PAGE 7, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N.0°26'00"W., FOR 100 HET, ALONG SAID BULKHEAD LINE; THENCE RUN S.89°40'55"W., FOR 560.23 FEET,ALONG SAID BULKHEAD LINE, TO A POINT ON THE WEST LINE OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 17; THENCE RUN S.0°25'41"E., FOR 100.00 FEET, TO THE POINT OF BEGINNING. PLUS ANY LAND ADDED THERETO BY ACCRETION OR RELICTION, AND LESS AND EXCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR EROSION. PARCEL 10 BEGINNING AT THE SOUTHEAST CORNER OF SECTION 20, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, RUN N.89°52'20"W., ALONG THE SOUTH LINE OF SAID SECTION 20, FOR 2053.75 FEET; THENCE RUN N.00°14'00"W. FOR 1698.91 FEET; THENCE RUN N.54°47'52"W., FOR 399.32 FEET, TO AN INTERSECTION WITH AN AGREED BOUNDARY LINE AS RECORDED IN O.R. BOOK 68, PAGES 235 THROUGH 250, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N.79°17'10"E., ALONG SAID AGREED BOUNDARY LINE, FOR 69.60 FEET; THENCE RUN N.02°59'30"W. ALONG SAID AGREED BOUNDARY LINE FOR 1417.66 FEET (SHOWN IN ERROR AS 1475.01 FEET IN O.R. BOOK 68, PAGE 235); THENCE RUN N.27°15'20"W.,ALONG SAID AGREED BOUNDARY LINE FOR 705.31 FEET; THENCE RUN N.18°44'30"W., ALONG SAID AGREED BOUNDARY LINE FOR 887.03 FEET, THENCE RUN N.05°37'50"W.,ALONG SAID AGREED BOUNDARY LINE FOR 393.34 FEET, TO AN INTERSECTION WITH THE NORTH LINE OF SECTION 20; THENCE RUN S.89°54'20"E,, ALONG SAID NORTH LINE FOR 3 2839.52 FEET, TO THE NORTHEAST CORNER OF SAID SECTION 20; THENCE RUN S.02°12'00"E.,ALONG THE EAST LINE OF SAID SECTION 20,FOR 5273.90 FEET(SHOWN IN ERROR AS 5277.24 FEET IN O.R.BOOK 68,PAGE 235)TO THE POINT OF BEGINNING. PLUS ANY LAND ADDED THERETO BY ACCRETION OR RELICTION, AND LESS AND EXCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR EROSION. AND LESS AND EXCEPT THE RIGHTS-OF-WAY OF STATE ROADS S=865 A (ALSO KNOWN AS VANDERBILT DRIVE) AND S-846 (ALSO KNOW AS BLUEBILL AVENUE). AND LESS AND EXCEPT THE FOLLOWING DESCRIBE REAL PROPERTY: ALL OF WIGGINS PASS LANDINGS UNIT NO. 1 ADDITION, ACCORDING TO THE. PLAT THEREOF RECORDED IN PLAT BOOK 10, AT PAGE 81 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, AND ALL OF WIGGINS PASS LANDINGS UNIT NO.1 ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10, At PAGE 44, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST'CORNER OF LOT 4 OF SAID WIGGINS PASS LANDINGS UNIT NO.1 .ADDITION; THENCE N.89°52'20"W. ALONG THE SOUTHERLY LINE OF SAID LOT 4, A DISTANCE OF 599.96 FEET TO THE SOUTHWEST CORNER OF SAID LOT 4, THE SAME BEING THE SOUTHEAST CORNER OF LOT 10, BLOCK 1 OF SAID WIGGINS PASS LANDINGS UNIT NO.1; THENCE N.89°52'20"W., ALONG THE SOUTHERLY LINE OF SAID WIGGINS PASS LANDINGS UNIT NO.1 A DISTANCE OF 1400.65 FEET TO THE SOUTHWEST CORNER OF SAID WIGGINS PASS LANDINGS UNIT NO.1; THENCE N.00°14'00"W.,ALONG THE WESTERLY LINE OF SAID WIGGINS PASS LANDINGS UNIT NO.1, A DISTANCE OF 1608.90 FEET; THENCE N.34°26'15"E., ALONG SAID WESTERLY LINE, A DISTANCE OF 439.38 FEET TO A POINT ON THE NORTHERLY LINE OF SAID WIGGINS PASS LANDINGS UNIT NO.1; THENCE N.87°48'00"E. ALONG SAID NORTHERLY LINE A DISTANCE OF 1481.48 FEET TO THE NORTHEAST CORNER OF LOT 3, BLOCK 3. OF SAID WIGGINS PASS LANDINGS UNIT NO.1; THENCE S.02°12'00"E. A DISTANCE OF 163.77 FEET TO THE NORTHWEST CORNER OF LOT 1, BLOCK 3 OF SAID WIGGINS PASS LANDINGS UNIT NO.1; THENCE N.87°48'00"E. A DISTANCE OF 200.00 FEET TO THE NORTHEAST CORNER OF SAID LOT 1; THENCE S.02°12'00"E. ALONG .THE EASTERLY LINE OF SAID WIGGINS PASS LANDINGS UNIT NO.1, A DISTANCE OF 668.16 FEET TO THE SOUTHEAST CORNER OF LOT 1, BLOCK 1 OF SAID WIGGINS PASS LANDINGS UNIT NO.1, THE SAME BEING THE NORTHEAST CORNER OF LOT 1 OF SAID WIGGINS PASS LANDINGS UNIT NO.1 ADDITION; THENCE S.02°12'00"E. ALONG THE 4 EASTERLY LINE OF SAID WIGGINS PASS LANDINGS UNIT NO.1 ADDITION,A DISTANCE OF 1209.93 FEET TO THE POINT OF BEGINNING, PARCEL CONTAINS 88.56 ACRES, MORE OR LESS (BEARINGS REFER TO WIGGINS PASS LANDINGS UNIT NO.1 ADDITION,ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10, PAGE 81 OF THE PUBLIC RECORDS OF COLLIER COUNTY,FLORIDA). PLUS ANY LAND ADDED THERETO BY ACCRETION OR RELICTION, AND LESS AND EXCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR EROSION. AND LESS AND EXCEPT THE FOLLOWING DESCRIBED REAL PROPERTY: A PORTION OF LAND LOCATED IN THE EAST 1/2 OF SECTION 20,TOWNSHIP 48 SOUTH, RANGE 25 EAST OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 20; THENCE N.02°12'00"W., ALONG THE EASTERLY LINE OF SAID SOUTHEAST 1/4 A DISTANCE OF 1970.20 FEET; THENCE S.87°48'00"W., A DISTANCE OF 50.00 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF VANDERBILT DRIVE, A 100.00 FOOT RIGHT-OF-WAY AND THE NORTHEAST CORNER OF LOT 1 BLOCK 3, WIGGINS PASS LANDINGS, UNIT NO.1, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10,AT PAGE 44, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THE SAME BEING THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE S.87°48'00"W., A DISTANCE OF 200.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 1; THENCE N.02°12'00"W. A DISTANCE OF 163.77 FEET TO THE NORTHEAST CORNER OF LOT 3, BLOCK 3, OF SAID WIGGINS PASS LANDINGS UNIT 1; THENCE S.87°48'00"W. ALONG THE NORTHERLY LINE OF SAID WIGGINS PASS LANDINGS, UNIT NO.1, A DISTANCE OF 1481.48 FEET; THENCE S.34°26'15"W. ALONG THE NORTHWESTERLY LINE OF SAID WIGGINS PASS LANDINGS, UNIT NO.1, A DISTANCE OF 439.48 FEET TO THE NORTHEASTERLY CORNER OF TRACT B, BAKER-CARROLL POINT, ACCORDING TO THE PLAT THEREOF RECORDED . IN PLAT BOOK 8, PAGE 42, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE N.54°47'52"W., ALONG THE NORTHERLY LINE OF SAID BAKER-CARROL POINT, A DISTANCE OF 399.32 FEET, TO AN IN'T'ERSECTION WITH AN AGREED BOUNDARY LINE AS RECORDED IN OFFICIAL RECORDS BOOK 68, AT PAGES 235 THROUGH 250, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE N.79°17'10"E., ALONG SAID AGREED BOUNDARY LINE,A DISTANCE OF 69.60 FEET; THENCE N.05°9'30"W.,ALONG SAID AGREED BOUNDARY LINE, A DISTANCE OF 1417.66 FEET; THENCE N.27°15'20"W., ALONG SAID AGREED BOUNDARY LINE A DISTANCE OF 616.67 FEET;THENCE N.87°48'00"E., A DISTANCE OF 2472.71 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF SAID VANDERBILT DRIVE; 5 THENCE S.02°12'25"E.,ALONG SAID WESTERLY LINE,A DISTANCE OF 1373.11 FEET; THENCE S.02°12'00"E. ALONG SAID WESTERLY LINE A DISTANCE OF 667.03 FEET TO THE POINT OF BEGINNING, PARCEL CONTAINS 100 ACRES, MORE OR LESS. PARCEL 11 A TRACT OR PARCEL OF LAND IN THE SOUTHWEST 1/4 AND THE NORTHWEST 1/4 OF SECTION 8, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM THE POINT OF BEGINNING AT THE CENTER OF SAID SECTION 8; THENCE SOUTH 0° 23' 10" EAST ALONG THE 1/4 LINE OF SAID SECTION 8, FOR 2196.30 FEET; THENCE SOUTH 88° 24'40" WEST FOR 934.18 FEET; THENCE NORTH.03° 00' 00" WEST FOR 679.31 FEET; THENCE NORTH 67° 30' 00" WEST FOR 1397.99 FEET;THENCE NORTH 22° 31' 00" WEST FOR 944.72 FEET; THENCE NORTH FOR 99.92 FEET; THENCE NORTH 0° 08' 53" • EAST FOR 429.82 FEET; THENCE SOUTH 59° 00' 00" EAST FOR 815.68 FEET; THENCE NORTH 89° 12' 20" EAST ALONG THE 1/4 LINE OF SAID SECTION 8 FOR 1907.82 FEET TO THE POINT OF BEGINNING. CONTAINING 93.52 ACRES MORE OR LESS. 6 EXHIBIT 2 Portion of Property for Sixty-two single-family residences PARCEL 5 THE NORTHWEST 1/4 OF SECTION 16 IN TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, EXCEPTING THEREFROM THE RIGHT-OF-WAY FOR STATE ROADS S-865A (ALSO KNOWN AS VANDERBILT DRIVE) AND S-865B (ALSO KNOWN AS WIGGINS PASS ROAD), LESS AND EXCEPT THE RIGHT-OF-WAYS CONVEYED BY THOSE CERTAIN WARRANTY DEEDS RECORDED IN OFFICIAL RECORDS BOOK 4140, PAGE 3648,AND OFFICIAL RECORDS BOOK 3583,PAGE 1537, BOTH OF THE PUBLIC RECORDS OF COLLIER COUNTY,FLORIDA. This is graphically depicted on the attached sketch with"cross hatching". I..P.V.Ftlki.P.#:',0.2...sfq0xTra G..t.04.4e.ea.....,;......P......04.1.....k..0.1 12.1",:hi 4 r.,......3,.... I J .i i., Ei' .ti 1::::::::::::::::'....1...":.::..k'-.'..-......‘:■:...''.....:..: . ), ... -. .. -.. . • .' •'' . .. • \-'.:.../P-7. -..• "...'......2.-'...'.. •..;?:r'.'.4%.','.. "., 1.- I....''' If,, . . s • i I 0 1 3 . . . . . . . , . . • •....•...:-...• , • - '. .„,mi-.:. .,,,,..., k ....a i•:.I , ..... . .• , . ao'.C .•."' -•. ' - ,.:;6 •7t.; .. .... • ... ..(1: .. . . g 1 5 —.J ; - • .- H°(0 e'rN -- - - "^i . .,..... '• 7:1 ..: .. . f 0 i .....,_ ! i ..---•---.,.....-..... •.... _.71 • iv I .., - — .w•AP. i-(PF:;7 CJI?1;5:_-.....!-Si.7 s•-..,,,,,,,:f.,4 3 .............„.......„.... g.I • . 0 0 ....1(.1, ... . . ... ,. .i -,....... . ........-C E .?. a IT, t. f.......) atn g I ; : • E° c P i ir -r- ...., • ...1.>-• M ar. cr ..- • 1 - ,.... .,. i .. • . i .., •., ---- -;..-,v,,,\ T k ....,-- 41. 7.:i: _3__!... . : V)0 n • 0 rn il.'1' n 1 i . --I !tr. .' A I■..am■'.-'----"'- -• -..■, 4A4. i I I 1 fi :; .:.: rn co , r"0 if ',.11./41111111rAll -4 -ir "-.1, :t .• ! 0 1 , . —.-._.,._ii .•-• . — - ''' 44111IIP . -.' '- 4,!•-1 II.,-_,:•• S-.?) 1 1 ' " - • :,- :3— ) .e.. • tp i i r .- 1 si,i".r: r"-,1,.,,, ":-'i, II.1.1 ,,,, :;•.,LL.. .-.. 2 :.■:. ::..,;I v -I rt i,_ •-•-C.■ ...... --. 1l '.1-1.7 •i t, ,;.1-..1: ,4. 1 ..) "4.4: -r, 1. ...j • :-.....r•1 l',,•••-:,, ,-'.:•:,.. ,„ --i,.,7,.. .,-t-,,:: 1'1,1, :t.‘7.1 i /N./ 1 •::-.: 'DC) . . ...i)... 1.1 l'..."-: '. -',..c-] -.,P.-: ."----.• -.. ■;-!t.". I--- • .' :: .-; I ,. 1., ''‘ F.::(11 .„„,V > I-, ..... -'4 ""i 1:2 0 •=1- . %)„. 'I I-,1 ZS i tr■,.... 71 • 71 I 2 .......„, 5C . 11...q Cr) ■ 1.... 1 71 f".1"■.i -,-,' U. . : . ... • . • ...,._ . . • :.....1-1,0.....4 . [II,,, '•-•0 , ■ i I.t K)0 = g :, - • -, I •.. ,-.-, I i • EXHIBIT 3 Portion of Property for 590 dwelling units That portion of the following described real property lying east of that certain development line set forth in the PUD Document and identified in the Master Plan forming part of the Petition: PARCEL 7 THE EAST 1/2 OF THE NORTHEAST 1/4 OF SECTION 17,TOWNSHIP 48 SOUTH, RANGE 25 EAST,COLLIER COUNTY,FLORIDA,EXCEPTING THEREFROM THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 AND EXCEPTING THEREFROM THE RIGHT-OF-WAY OF STATE ROAD S-865A (VANDERBILT DRIVE). PLUS ANY LAND ADDED THERETO BY ACCRETION OR RELICTION, AND LESS AND EXCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR EROSION, PARCEL 8 BEGINNING AT THE SOUTHEAST CORNER OF SECTION 17, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, RUN N.89°54'20"W., ALONG THE SOUTH LINE OF SAID SECTION 17, FOR 2839.52 FEET TO AN INTERSECTION WITH AN AGREED BOUNDARY LINE AS RECORDED IN O.R. BOOK 68, PAGE 235 THROUGH 250 OF THE PUBLIC RECORDS'OF COLLIER COUNTY, FLORIDA; THENCE RUN N.01°30'05"E., ALONG SAID AGREED BOUNDARY LINE, FOR 1298.70 FEET (SHOWN IN ERROR AS 1300.00 FEET, IN O.R. BOOK 68,PAGE 235 AND O.R. BOOK 167,PAGE 642 HEREINAFTER CITED AS OFFICIAL RECORDS); THENCE RUN N.30°00'00"E., ALONG SAID AGREED BOUNDARY LINE, FOR 800 FEET; THENCE RUN N.05°00'00"W., ALONG SAID AGREED BOUNDARY LINE, FOR 1480 FEET;.THENCE RUN N.29°11'40"W., ALONG SAID AGREED BOUNDARY LINE, FOR 1957.41 FEET, TO AN INTERSECTION WITH THE WESTERLY PROLONGATION OF THE NORTH LINE OF SAID SECTION 17; THENCE RUN N.88°24'40"E. (SHOWN IN ERROR AS N.88°26'40"E. IN THE OFFICIAL RECORDS), ALONG SAID NORTH LINE FOR 3449.51 FEET TO THE NORTHEAST CORNER OF SAID SECTION 17; THENCE RUN S.0°27'30"E., ALONG THE EAST LINE OF SAID SECTION 17, FOR 2690.04 FEET (SHOWN IN ERROR AS 2689.35 FEET IN THE OFFICIAL RECORDS), TO THE EAST QUARTER CORNER; THENCE RUN S.0°26'00"E. (SHOWN IN ERROR AS S.0°26'00"W. IN THE OFFICIAL RECORDS), ALONG THE EAST LINE OF SAID SECTION 17, FOR 2584.65 FEET TO THE POINT OF BEGINNING; EXCEPTING THEREFROM (1) THE EAST 1/2 OF THE NORTHEAST 1/4, (2) THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4, (3) THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4, OF THE SOUTHEAST 1/4, ALL IN SAID SECTION 17; AND EXCEPTING THE RIGHT-OF-WAY FOR STATE ROAD S-865A (VANDERBILT DRIVE), AND EXCEPTING THAT PORTION OF THE SOUTHEAST 1/4 OF THE SOUTHEAST % OF THE SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 48 SOUTH,RANGE 25 EAST,DESCRIBED AS FOLLOWS: FROM THE NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 17, RUN S.89°53'18"W. FOR 50 FEET, TO THE POINT OF BEGINNING; THENCE RUN S.89°53'18"W., FOR 186.65 FEET, TO A POINT ON BULKHEAD LINE AS SHOWN ON PLAT THEREOF RECORDED IN BULKHEAD LINE PLAT BOOK 1, PAGE 7, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN S.41°11'03"W. FOR 133.10 FEET, ALONG SAID BULKHEAD LINE; THENCE RUN S.0°06'42"E., FOR 120 FEET, THENCE RUN N.89°53'18"E., FOR 275.72 FEET, TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF STATE ROAD S-865A (VANDERBILT DRIVE): THENCE RUN N.0°26'00"W., FOR 220 FEET, TO THE POINT OF BEGINNING. PLUS ANY LAND ADDED THERETO BY ACCRETION OR RELICTION, AND LESS AND EXCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR EROSION This is graphically depicted on the attached sketch with"cross hatching". • i = 0" • 1.c n 0 z Og- ._ ><Iiit D 4 '-•)<:I" 7■ .-- 14-1 ''''0 (-1—.•6 cf:. :- 1 io - 4 6 Z ir",,"'•n „-?: . N i:::.;t • k; -. -t -..• L.L1 3....F. *3. ',-,':-.1.'2'. ;`:.r: -.• u., ....,.xi:•;:. 4 .t,., . L .. . zg , , i „ g z t., f.j,4. . = 0 Z -.-a, 0 Z g..,■■.0 4._k;•J CI Vg 1 i., ..;:: v in r y — ...u;:t U 1 ."Z 1.' ti:-..! ..' ■-1.f t 6_ .:,- 4, ...; ill'' S.1"i le.j". 2 4- -4,,,j1• / i / j < •< t4 al ,- E M I 14 = Z '"'' ..—..,.....,.._.- ,,_) • -27-CC....., ,r, ,.., lir ' < 0 CI ; ,, 111.1111111fteli 7-4- .-.t )'•4 >"" It t N L (..) 0 '62 ., •;,.. II! t: .....,_____,.: 0 , ZO ,--u E .,... ‘..„,..-„,, u, 0 0- . Z....,at 7.... 4,,CK 0 .2 ir, ■.*. ,L;a:r -- .,. ..... 11 i 3 EYE `6:1, ,7-, 8 R'Z . .F:1 a 0 • .,. ..7„. - ..-...,..,.. :?.,.,,,. i4P•;•., .-„%'-:..J.JT. -ii :.,:- ._ / -%::'1 '• .. — . ! • ' ta , ra:•.- )-. . .11! i _ Nc_i . . . , ' LIJ . ;',1:, ..- • 4 l':. t•'." '-• .i.• • •-- ''' 1— _ ___. ' .1"..... , ••• • • 4 mir.. ' --- . : --, - . ---5. • • 4, • 7-vi' r' . . ::0'F''''7:.-.;.: .•, :::•.:::.;;::-,::::..- , . IS Ul 0 • re • * * .0- .• ::4,... • * 1 * . ./.2%; .. ;:—.,,,.., '.,•0•. • ....:... .--:•.• '. 0 ..r117 - .-•• ..14,.....,... ..-.-.. :..•'.....,••:-.....-f.-:•: -..::'•..-:- -2,;•::-A,51.,-:. ::...-:••;:-:-•:-;•;:-. 1 -4< • . . ' -i-X'4. ;.1••::,.7";,----,:,..;--.,;-1;.::..-..:-•.'.,. :',.::-.`-'-...w;.,-;:..::: ...-.; -• -.- -.----,..,;,:-::::.,:.:,...-.:.. I :4 -.., :-;,.). - :'..''':..: `.',..:".:.*•:,;.:, :-.:..---.:,.-;;;I:.!.. .:;:.;.~:-:;,„-. ....-.:::-:!::.;::::,...:::.:.... J . .:. 1 v4 E, -71..;'7.'• • •- -'., -., z,:•:?.:.::.'.-:'..:::-.*.::1,.;:A.-.:-.•:•••••4.-•-......-.:-:::.:.::-:::::.:.::::.;;::::::::.-:::: N. i \ ..,.....N..-....4. ...:,....,. .•.'•:.-..,-;.,•.....i,„.•Z.... ::-:.;‘..., :::..,.........-;;;4,71._......... , ...) 1 •::; -',... ::.• '-':-: :::-- 1:,..:?."-,...,: -..i.-::'--;•..:: ;' • . ::::-...:.-...,;;;':.• .:..,::::-,..:::-.,......::::..1!,.,--;,v.../F :,....:,...-: :-...,., .i e . X " - 11. 't. c ce. ..., .;-- i - 2 a* -5 g 'A 7. . „ .. 2 a■ .- I 0 ...-../...-..... • ,r1.. .. •11`..; ge di! .-.4.-.:.:../....1. f,,k, 6 r-s a . . .. / • O)2 ....,.- ,-,,(., (1) a a E Co . , . a 11. 8 'e. ‘..-- '''.:. .: '4. '. • •--'. ■'■ i I ■-• .... :. rod 14•51,,t0Dirtal 11.1,9:11110e•Otd.1.910042,0101,14.4,"66,wrawzglpeisksdrcivo ../ • . . • EXHIBIT 4 Portion of Property extending to US-41 PARCEL 6 THAT PART OF THE NORTHERLY ONE-FIFTH (BEING MORE PARTICULARLY DESCRIBED BY ACCURATE SURVEY AS THE NORTH 268.54 FEET) OF THE NORTH 1/2 OF THE NORTHEAST 1/4 OF SECTION 16,TOWNSHIP 48 SOUTH,RANGE 25 EAST, COLLIER COUNTY, FLORIDA WHICH LIES WEST OF THE RIGHT-OF-WAY OF U.S. HIGHWAY 41 (ALSO KNOWN AS TAMIAMI TRAIL). This is graphically depicted on the attached sketch with"cross hatching". . . i ■-`3.q.Par...f2ee.o.L.'as.e....1.,PiKA.V.e.,•01.2.1.P..ovX.I.t.P.X.11.0 1.7./.a.W42.ro,:isrY • ( . ,., ... *:. ... 1.....::.....::::■:•:',.YOr... .. .'..:: .. .-:-. ;..'. :........ .- ' ... -....'.., .-.:. ".;":, .::' ';'... V...'•.• ... r'..) ...'i ba .'; .,e,4 -..... ..,,.,Nr,.-.-.----.,-.;....:;-1,.-..-:...: ...-'.'.-.-', ;..-....---.•.-,..-.-:..-:<:'.......:-. .-4;:"...-., -:.:•_:.:;.:•;;;I----:-.. .-.'--4'.: 4.' '; s-- -,-,-6 r4r,x . . . . . . . - . ti...,_, .;,-,ii.; • . (0) . : : I 1 a ..........:,.t.....,...,::,.... ' .•„,;!,,, .,-. ■ - . ' 1.7 - .— •" • ,..■: ..-...'-_- ... ''■-•.: . 0 I 7...; I :.. •. t • i . ' 1,,ji, .-..-. .. ." ...1."''..:, t..1.. .. . . t , • 3 i t . i • ,- • ....- . • .1 it . tt...,. rn-rt3 1.-1 - , i•-..7.70.-'. ---.., - : - 1 * i - t ,. .t. t 7.(113 • --C (..." N.,• ' i Z • - , 'SI 2 P , , --------------- . -6-t:i I (r)N t-) " \ r v: ' \ -:,&.. <,,/::.-->,,o;■.'.-.•• I. 1:.rn - ---- . . -- 1'.: , -5'; - . ... : .-;-:- • 1- . , . . ....‘,.. -< Fli"0 -" r*1 t‘i . • . _2_ -U ..—• ,_,. CD 0 c; .-;r=.'.,.:,..3-; I .( ' t■,) - • / ..•.-.1:_.-; CP C:1 -I .. G') 't 1., \'.•.'I t --,... ....„ (1 t.. -; - . fr1 !•',' (-1 'Z.') \1 \.•..- , "...f, --..... ...i.‘.•:. ...\ ,,. __.,_ . ....,,,, l' ft V ,.,,,.:.;:, 5'--- :i > '::: owco :=''' , 4 ' -----------,------.......") . r-0 f--- .1.L4 • - ..-- ..„„ ,,,.,,, #1 t:,...- 0 , . ,. . / , ------'''' 1 I .,----—.—' S.ft9 I- r..., ., :,_... .• :i- i / . / 4 •.,1 • , 7.1-1.' -l' -": ,..:. , r) ,,,.,...) '..'1 r) 1.,,. u . • ;;;•.;., ..,,,)'..--.'• -.4?.< ,..;•r.,. Le,__.` 1. 46, i.... • st „c •:-fr 4--1' . •' .1j tC:: r■n., .t...-.3 1-sr- ' - i t -, • 0 • . s.„.: , J•;.., r- • . '---.- . Cr)77,1!'),"--i! • __,C6 0 ?..i.rn •F.■ .' ..._.'C5 'cn.ii; — e.01 rt..' i -. :• :c..3 V; ,.:., , ..o.f, )..... .,„,....,.; --I %,1 --i;-.,..., .1 crJ"la "-- ' ■ r 1 'la 0 •,, % .;• c.:NI -n• , 41, — a , _ Ill C) ...J > M • t; X 'Ill rn 1 I 1 ,,,, ,-.-. ! i . . . ' • I .' i ... j m.--1 inn f• 7 „A, .. 4... . 1 :...,...........,„..r.,_......... :‘,,,..... . . :2 ..... .,....... , 1 ,,. ., 0.1 g, :, •'', '•• ; :.,',: (v,61. ir________.iviroil,_2,L,______.---..... ,,.._i...." > .... '. . ---- D. Wayne Arnold, AICP Principal, Director of Planning GradyMinor Education Mr. Arnold is a Principal and co-owner of the firm and serves as the • Master of Urban Planning, Secretary/Treasurer and Director of Planning. As Director of Planning, Mr. University of Kansas, Arnold is responsible for and oversees services related to plan amendments, Lawrence property rezonings, expert witness testimony, ROW Acquisition, public • Bachelor of Science,Urban participation facilitation, and project management. Mr. Arnold previously and Regional served as the Planning Services Director at Collier County, where he oversaw Planning/Geography, the County's zoning, comprehensive planning, engineering, platting and Missouri State University Metropolitan Planning Organization (MPO) functions. Mr. Arnold also has Professional Registrations/ prior Florida planning experience with Palm Beach County Government and Affiliations the South Florida Water Management District. • American Institute of Mr. Arnold has been accepted as an expert in land planning matters in local and Certified Planners(AICP) state proceedings. • American Planning Association(APA) • Leadership Collier,Class of 2000 Relevant Projects • Bonita Springs Chamber of Commerce Government • Mercato Mixed Use Planned Development Affairs Committee • North Point DRUMPD • Collier Building Industry • Imperial Landing MPD Association,Board of • Collier County Growth Management Plan Amendments Directors(2008) Immokalee Airport Master Plan AOPUD •• Collier County Jr.Deputy League, Inc.,Board of • Collier County Land Development Code Amendments Directors—President • U.S. 41 Right-of-Way Expansion Planning Analysis • City of Naples Planning • Collier County Government Center Development of Regional Impact (DRI) Advisory Board(2010— • Winding Cypress DRI 2014) • Lely Lakes PUD Rezoning • Tuscany Reserve DRI NOPC • Vornado RPUD • Orange Blossom Ranch MPUD , ,1 1 - • Palermo Cove RPUD • Pelican Landing DRI NOPC * ° • Florida Gulf Coast Technology and Research Park MPD/DRI • Colonial Lakes PUD "*- _ • Halfway Creek CPD • • Baywinds RPD • Bonita Village MPD • Hideaway Cove RPD • Tuscany Reserve DRI/RPUD • Ave Maria SRA Amendments Q. Grady Minor &Associates, P.A. Civil Engineers • Surveyors •Land Planners •Landscape Architects A.A a- It.A. 3.2�t is TIM HALL- Vice President TURRELL, HALL&ASSOCIATES, INC. 3584 Exchange Avenue, Naples, Florida 34104• Office: (239)643-0166 •THall @turrell-associates.com Tim Hall is a Principal at Turrell, Hall & Associates, Inc., and is also the Senior Ecologist for the firm. Tim works closely with federal, state, and local agencies to obtain approvals for a number of marina and residential development projects. His field skills include plant and animal species identification, habitat assessments, wetland delineations, wildlife surveys, and wetland restoration. EDUCATION & LICENSES Baccalaureate Studies: Wildlife Ecology University of Florida, 1986-1989 Masters Studies: Wildlife Ecology & Wetland Ecosystems University of Florida, 1990-1991 Continuing Education • 2014 Presented Paper at National Conference on Beach Preservation to Florida Shore & Beach Preservation Association (FSBPA), "Clam Bay; A Mangrove Restoration Success Story." • 2008 University of Florida- FDEP SOP Sampling Training for Groundwater, Surface Water and Wastewater • 2006 Florida Green Industries Best Management Practices Course • 2005 Florida Chamber's- Florida Uniform Mitigation Assessment Method Class • 2005 The Florida Chamber's- Growth Management and Environmental Permitting Short Course • 2003 Completed the Department of Environmental Protection Wetland Delineation Training Program. Fort Myers, Florida. • 2002 Completed the FAEP Plant Identification Class with Dr. David Hall Licenses • Certified Rescue Diver • Authorized Gopher Tortoise Agent ORGANIZATIONS • The Wildlife Society • Florida Association of Environmental Professionals • Society of Wetland Scientists • Florida Native Plant Society ECOLOGICAL/TERRESTRIAL BIOLOGY EXPERIENCE Floral and Faunal studies established and conducted in Alaska, Guatemala, Dominican Republic, Angola, and Zaire as well as throughout Florida. Studies conducted include species specific population surveys, vegetation density and diversity surveys, vegetation composition surveys, vegetation/ecological restoration projects. Work in Florida has been varied and ongoing for the last seventeen years. Some of the specific projects completed and/or underway include; q.r} ;2.A' /1).,,,S. • (1998-Present) Overseeing the restoration efforts on a 500+ acre mangrove preserve (Clam Bay). Approximately 50 acres died in 1995 and we designed and implemented a restoration plan geared towards the recovery of the die-off area. To date, the work has been successful in that the area is recovering, wildlife utilization has vastly expanded, and the new mangroves have now survived two hurricanes. • (2010- Present) Environmental Manager for the Picayune Strand Restoration Project, part of the Everglades Restoration (CERP) Project. Services include weekly conference calls with engineers, consultants and governmental agencies; monthly wildlife education presentations for all new onsite employees; construction oversight; coordination of new nests and any wildlife sightings that are within construction limits or buffer zones; and environmental reporting requirements. • (2000-Present) Provided all biological services and expert testimony in the permitting of a 1,500+ acre development which was designated as protected species habitat in entirety. Current services also include environmental management of the construction phase. • (2003) Created a mangrove and grass marsh mitigation peninsula in conjunction with a marina project. The marsh successfully maintained planted species coverage and naturally recruited additional native vegetation and estuarine wildlife. • Conducting wetland delineation surveys to both State of Florida and U.S. Army Corps of Engineers specifications. Delineated lines have been accepted by agency personnel and have withstood administrative challenges from outside groups. • Providing expert witness testimony regarding wildlife and wetland issues on various projects. • (2000) Designed and permitted a Collier County Park (North Naples Regional Park) that allowed visitor access to an approximately 80-acre preserve area with minimal impacts to the preserve. • Conducting species-specific wildlife surveys and analyses in order to determine utilization and/or potential utilization of properties by target species. Species surveyed for include Florida panther (Puma concolor coryi), red-cockaded woodpecker (Picoides borealis), crested caracara (Caracara cheriway audubonii), Florida scrub jay (Aphelocoma coerulescens), eastern indigo snake (Drymarchon corals couperi), gopher tortoise (Gopherus polyphemus), Florida mouse (Podomys floridanus), wood stork (Mycteria americana), southern bald eagle (Haliaeetus leucocephalus), Florida burrowing owl (Speotyto cunicularia floridana), American crocodile (Crocodylus acutus), West Indian manatee (Trichechus manatus), as well as several others. • Designing educational interpretational signage related to local plants and animals. Vegetative descriptions and potential wildlife sightings are site specific and tailored to the individual project. These signs are then located in appropriate areas to educate facility users regarding local ecosystems and wildlife. • Overseeing environmental compliance on permitted projects, including construction oversight, pre-construction wildlife surveys, mitigation coordination, turbidity testing, and water quality sampling. 2 omega Consulting Group John R. Musser, P.E. Phone: 239-826-2318 E-mail: musserjr @aol.com Experience 2012-Present OMEGA CONSULTING GROUP, LLC Fort Myers, FL Principal Owner of land development consulting /engineering firm providing permitting and land development services throughout Southwest Florida. 2010-2011 JOHN R MUSSER, P.E. CONSULTING ENGINEER Fort Myers, FL Principal Provided consulting services involving permitting and land development issues. 2009-2010 WESTON & SAMPSON ENGINEERS (formerly VanasseDaylor) Fort Myers, FL Regional Office Manager Managed a 10 person office and was Project Manager for Land Development projects. Coordinated Business Development for the area 2004-2009 VANASSE DAYLOR Fort Myers, FL Director of Engineering Managed an 8 person engineering department in a 20 person office dealing with Land Development projects in Southwest Florida. 2002-2004 TKW CONSULTING ENGINEERS Fort Myers, FL Director of Civil Engineering 30 person firm dealing with Land development projects, new school projects, county park projects and other engineering assignments. 1983-2002 DUANE HALL ENGINEERING Fort Myers, FL Principal Owner of Civil Engineering &Surveying Company that provided services in the 5 county area. Project Manager for various Land Development and Municipal projects. Other Consulting engineer in Maryland; and Civil Engineer with Pennsylvania DOT Education Bachelor of Science Civil Engineering Penn State University Licenses Florida Professional Engineer#31285 Maryland Professional Engineer#11275 Pennsylvania Professional Engineer#012947E Affiliations American Society of Civil Engineers, Fellow Member Florida Engineering Society, Member American Society of Highway Engineers, Life Member Rotary 5620 Sonnen Court • Fort Myers, Florida 33919 C'•4 -- I) a Z-1 1mega JayA. Westendorf Consulting Group Principal Mr. Westendorf has over 28 years of project management and infrastructure design, permitting, and construction observation EDUCATION: for a broad range of complex residential,commercial,and insti- Pre-Engineering tutional projects throughout Southwest Florida. He has special COE College,Cedar Rapids,Iowa emphasis and expertise with GIS mapping and analysis and IT administration. REGISTRATIONS: Professional Engineer Massachusetts#45215 Representative Projects: Burger King,Naples,FL AFFILIATIONS: Infrastructure design and permitting for a new BK site in Col- National Society of Professional her County,FL. Included fast-track permitting and construction Engineers(NSPE) administration(horizontal). American Society of Civil Engineers Cocohatchee,Collier County,FL* (ASCE) Zoning,planning and infrastructure permitting for 532 acre environmentally sensitive hi-rise and golf course community. Florida Engineering Society(FES) Project included state and federal permitting for Bald Eagle. Real Estate Investment Society(REIS) Reflection Lakes,Collier County, FL* Urban Land Institute(i1LI) Site design and permitting for a 204 acre,600 unit residential community with multiple phases and plats.Provided construc- Transportation and Development tion observation throughout horizontal phases of development. Institute(T&DI) Moraya Bay,Collier County, FL Site design,permitting,and construction observation for 72 unit luxury residential tower project on Vanderbilt Beach. Krehling Industries(Cemex),FL* Design and permitting for existing and proposed concrete batch plants throughout SW Florida for compliance with FDEP and EPA industrial wastewater discharge regulations. Parker Daniels,City of Fort Myers,FL* Annexation,off site utilities extensions,and water management design for a 440 acre master planned community. Miscellaneous Public Schools—SW Florida Area Provided permitting,infrastructure design,and construction observation services for over 20 educational facilities.Verify infrastructure(horizontal)compliance with plans and specs, review pay requests,process construction certifications. *indicates work at a previous firm Qmega Consulting Group Jay Westendorf Principal Omega Consulting Group Career Summary: Over 30 years of engineering project management and design and permitting throughout Southwest Florida. Registrations: Professional Engineer, Massachusetts#45215 Representative Projects Mr.Westendorf has testified as expert in the engineering field: Collier County: Cocohatchee Bay PUD—during the previous zoning applications City of Naples: Bayside Marketplace& Lighthouse Point—zoning applications City of Fort Myers: Parker Daniels—Annexation and zoning hearings Collier County School Board: Manatee Elementary & Middle School complex Lee County: Brendan Cove—zoning hearings for environmentally sensitive subdivision 5620 Sonnen Court • Fort Myers, Florida 33919 Norman J. Trebilcock, AICP, P . Trebilcoch President,Trebilcock Consulting Solutions, P.A. pianeiel-ennineerinu Education • Successfully transferred services within 30 days (i.e. University of Florida—Master of Engineering in Public parks and recreation, streets and drainage, bridges, waterways, land development permitting, and Works, 1988 beautification). University of Miami—Bachelor of Science in Civil • Developed master plans and multi-year capital Engineering, 1987 improvements programs for Public Works. • US Army Engineering School— Engineer Officer Basic Secured City's first storm water quality improvement Course, 1988 grant from the SFWMD. • Established successful privatization program for efficient Professional Registration/Certifications delivery of services. Professional Engineer, Florida, #47116 • Initiated citywide signalization, sidewalk and bridge Certified Planner, American Institute of Certified Planners improvement programs. Certification, FDOT Advanced Work Zone Traffic Control Consulting Transportation Engineering and Design Professional Affiliations Services on the following high-profile roadway projects • American Planning Association • American Institute of Certified Planners Golden Gate Parkway (CR 886) - Managed the planning • American Society of Civil Engineers study for Golden Gate Parkway/Airport Road Grade • Florida Engineering Society Separated Overpass. Also managed the design up to 60% • Institute of Transportation Engineers plans for the 3-mile reconstruction converting a 4-lane rural • Illuminating Engineering Society section to a 6-lane urban section. Traffic operations design • Society of American Military Engineers includes sidewalks, signing, pavement marking, channelization, lighting, and signalization. Key coordination Professional Experience element was integrating design into proposed I-75 interchange at Golden Gate Parkway. Mr. Trebilcock has served as a professional engineer in Southwest Florida since 1990, initially as an Engineering Rattlesnake Hammock Rd.(CR 864)—2-mile reconstruction Intern (EI), and since 1993, as a registered Professional converting existing 2-lane rural section to a 4-lane urban Engineer (PE). During this 25 year period of time, section. Traffic operations design included sidewalks, Mr. Trebilcock has provided certified plans, reports, and signing, pavement marking, channelization, lighting, and expert testimony regarding civil engineering, signalization. Project was characterized as a difficult design transportation, site/street lighting, and applicable land relative to existing utilities and constrained right-of-way development planning issues that have been presented to conditions. Innovative water management design is the Collier County Board of County Commissioners and credited with saving nearly $1 million in right-of-way other similar units of local government (Collier County acquisition costs. Planning Commission, City of Naples Planning Board and Vanderbilt Beach Road (CR 862) —2.1-mile 4-lane of new Council, City of Marco Island Planning Board and Council, construction urban highway extension with provisions for 6- City of Bonita Springs Council, City of Fort Myers Council, laning.Traffic operations design included sidewalks,signing, and Lee County Hearing Examiner). pavement marking, channelization, lighting, and signalization. From concept to concrete project, completed City of Marco Island Public Works Director(1998- in less than half the time compared to statewide experience 2000) with similar complex highway projects. Successfully • Established the First Public Works Operation for the City permitted alignment through Cocohatchee Strand wetland (population 30,000). system, avoiding building a bridge originally identified by permitting agencies: savings over$2 million. Trebilcock Consulting Solutions,PA 1205 Piper Boulevard,Suite 202•Naples,FL 34110•Phone 239-566-9551•FAX 239-566-9553 www.trebilcock biz Qj - /2.A 3.2 /S Ben Hill Griffin Parkway — 3.4-mile 4-lane new construction urban highway with provisions for 6 lanes in Lee County. Traffic operations design included sidewalks, signing, pavement marking, channelization, and signalization. Reliever highway to I-75 serves the main access to Florida Gulf Coast University. Airport Pulling Road (CR 31) — Between CR 886 and CR 896 (2 miles), 6-laning. Traffic operations design included sidewalks, signing, pavement marking, channelization, and lighting. Consulting Engineering Services • Coordinated and spearheaded the joint pond agreement successfully executed for the Marbella Lakes project with the FDOT as part of the I-75 6-laning expansion. This agreement helped the FDOT avoid a potentially adverse pond site acquisition and resulted in a win-win conclusion. • South Florida Water Management District surface water management permit assistance on more than 40 residential, commercial, institutional and highway projects totaling over 3,000 acres. Relevant projects include Aster Court Outfall replacement, Bald Eagle Drainage improvements, and Westlake Outfall Pipe Improvement replacements. • Drainage analysis for Olde Florida Golf Club rural access road (1.2 miles) and Whippoorwill Lane (1 mile). Whippoorwill Lane included sidewalk reconstruction and connectivity. • Provided technical expertise for transportation issues affecting land development projects including Pelican Marsh, Pelican Bay, Lely and Grey Oaks communities. • Designed street lighting system for Woodlands CDD, Airport-Pulling Road, Golden Gate Parkway, Vanderbilt Beach Road, and Airport-Pulling Road intersection with Davis Blvd. • Designed arterial roadway signalization systems for 20 locations in Southwest Florida, including mast arm and concrete strain pole installations. • FDOT Conceptual Access permits for the Northeast Commercial Area at Pelican Bay, Naples International Park, and Pelican Marsh PUD. Norman J.Trebilcock,AICP,P.E. Page 2 TPebiltOC$ 9 aNnei ll-examen. D C1 cD co m -< O r CD D� 2 CD r -G O m C 1 ° = O = r, Q a ° 5• r z C CO O O D O Z -v = o _ CD m 0 � CD D m r � O --•-: 0 Dm m I °- = w m cn -zi =1 � D c9°, no zc m z Z � z 0 zm 0 s g 0 -1 1- z • -1 O c o r mz ov° -i mm = 0 o m Oz m . v Dm m co W TI r ° m -ID O -O -1 z op • Or W 0 O� D -Im MODCm O a > ZD z ---'n CO ° _--1 ° o -Z-I z0 C › o ° D m Hu cD _ cmi� z ,- m CD -1 0 -0 OzZm O 7° CcOo M v, ---1 cn Xi m -1 UN ri ° � nm ° �•m D O 01 I- up _ O z D -n -,n M = Di ° n mC ITin ° o O oW Zo0 � �n 0-I Oo cn _ ={ D0cDo ►m Z m z z � -i � � m Q D E N W CIO = m cn �- b. C" CD m r rn o * v � 0 _ D Om m m -W_G g Z < z V) ocn ■ m c c") _0 O m = • r "▪ m m Z 70 D D p z r r (�-q _ ° ° —I -n v -< m = = Do m mm c3 0 r- m = mz _ -1 O Oz z �' m CD 03 C CD CO -< r C CD r m CD = -< o v c 0 °- C .if E D z z co XI --1 m _< D -› "0 o > CA_D.C) CO m g —I C2 o 2U' m Z CO CmZ v Zm M o o—I O Pz o ° OP - - IT Z iv I-I pZ = 0w C > v zz m rn co e CF Si O -0- m zccn xi 00 C co 0 > _ ° m D m D r m O 0m zDi z nCO -1 070 _, -1 0 Q 2 M �m 032 cn g'-I i oo m tU rmm = ° ° z >J 70 m B CD `V 0 m m -" Kwn �. -I � � OzZm ...Q m ° O c) Dm � . o 1- m0 Oz 0D v'a_ Z° o 7 W o ° y-9 r — m —1 0 � ° ° ro D o - Z � 3 I 0ocn = rn cn 0 �� mm mz � -1 m rcnD # c-_n -D-1 ■ m m Z •El DJ Z r- Cl) o 0) a m r- ,� Or = v c2 C `" ?v 0> mm m m � ` -+ Z < z V) G) 7n r-..;m -1 C m0 O m = I" m Z of > D 0Z I- � r 73 - 0 _ m - 5) m = z O pp m mm —1� n� m D = -H G) z _ _ mz CD ai CD D - 3 a CO co m CO CD CD v = C O W C `9- m 0. E. n 13 mO m 1- O CD D � � r O0° m O ' ('� aim �_ � � �o 3 m cc -zl --I _ o c� CD n z (5 m ccr, m0c Z -o -c � - pp DO m rmpm -1 w0 DJ rn O z xi m 0 v zmm m Ozz V1 -n Dr 0 m C) > 0 -- V1 C m 2 00 , -GZ .T1 ""\ W o Z „ Z = -< ° CO z0 C -1z )l D D -1 O - m O ft C m M 0 � m DD o '— � or) now N =r CL D ° -� o g 73 CO Ca W = O =im - mem M U) m m O ° _ cn o at -I 0 ?' 0 = Z ° `�, 3 m O mow M▪ ° O n DJ ° o a 0 I- U, b O oPZ cN. c 'mil . -1 c z �' /��' -I � 2 m = -� m \+ � m z 0 -n O � —Z1 J 1 Oo -1 00 9,3 -I 2 = O D � R. (5, 1 \ Ill O � Z � =� D D Fm v zoo - R , Cn r -zi D �� °o Q 33 cn 1 m m m D p 7 r cDi> � O zpmD --k---___ 7 D [7:1 � 7° U' 0 1\iL.to CD 0 m _ v I- =O x1 p = cmn Dm m cn m = < z cn p pp D C7 = O 0 DOD DJ r I- m m Z m 0 r I, 0 =,- r 0 m XI <- -1O co • m= c � Dzi m � �' • cn n -< Z 2 O D 73 rZI CD CDC2 a 3 CO c 9? CM CD -o O m co C c2• 0 D = = O m rr, o : N rF r- m D = r Oco m O C) co s ETA DJ = o— m cCa � -•1 hoc-) m 70 0 2 u m V Z O cmz O Omz -1 z l 0 bk.� -I 0 mo m rn -1 —I ccf)i) 0 Dzi m OZ XI r=aG) D n 0 zm m Ozz ` ' O -0 o � zm \ 1 O W m -< O r r O E-5D -I0, o CO Z � „ Z = -< ° z C --Izcr D CD -••I OC m0 c, >z \ m r, O � m ° na a °13 C11 = 0 Z -I m 7• ._� m 03 M j0rm- _ ° cn 0 TIT -1= � 3 _ Do 0 m -I O = z C o o m ° O C MI o° C 0 r WO O ° C) -2 n rm ' DD mCi - -• TI T1 M --IC0 0- -pc� m = m o ° W -zi mrTi ° o -I o0 cn ° moo _ -i xi cn D * m 0 zoo ' 7 CO 1- --i D -I0 °o O I W CD = T -, R = ,, m -v m 5 N CD -o > D p .7 r cn �m O o = = I[- D oal D m � 0 . LNrI --1 O o 2 J r - O <` D oO r - m c) ym nm- m Z < z Cl) C' = -i m O (n m O m m Z -i p r r V D oz r moo MI ° D -< z T' c°m < I o -r C — -1 \ k -< m = cEi5 is 7I m --I cn C) E = (� ° D _ CD Z C a 3 UM Fe+ `° CD D c) CC2 03� 0 =r- o rm —■ m ccn -zi --1 - oc) '. ` 00 zcn rn cci) moc , , ' Z � z D Omz m mZ O w2 ° rn 00 = m0D ■ 1 0 zm rn ozz 0 -0 � m i'-+ zm m � z xi Or co r O M ={ m M * W . N z O CO -1 Z = -< co c 0 C D cD , : O CL m c m = o rn DD - ° rn jm cn XO ' m -o 0. D o � m mm < � ° N °' co = 0 � =1 m 0 _— 1-11 CI)rn � m = O � m ` O ()3 —I mo20 O = z ° ' C c � 0 Wc = z O o m ° O C J O z0 E 0 r- ( p ° OZ ,-« rn Z E D co D v m -n l M .9 n 7 7"1 c m = Z m O mi co Z m N ■ D ,r`32.m O z ° = D m cl -1 L D - c N..z D o O (n- r --1 i n ,..• NI I m rn c1) n ' p N cD �, m 13 D _I D p CD s r (I) D Z rn � m O pm m 1 Ns om D DJ rn Cn 0 * 0 O0m �‘ok = ° _ 33 m 0 - Dm rn Cr) m = OD 1 C S 0 O D ;oD r r m mm Z � p r p z r 0 0 D -< mm -I -< m = oc � ∎�. -11 m c) C) -< Z = V 0 D h D n CD CU 2 D ro � CD CO CO• -< O m CD i c = c C O = k .CT C7 D zz CQ SU 2 -I ..,J CD r- m r. 0 .7.4...: (`N CD n < O \ 0 m m g =I o = -�L fy m �-" t 7 u' z T1` yyyJ�1� Z 0 m 0 zm �' 0 m n� , - I ccnn m 2 G) o �. }� �`"`� 2 w M zo rn cc") V) G, � "c" -n r ° m -I > O -p -1 � Z CA l'\ XI 000 W EDOD r- -Im E 0 rm p � v DJ z —n CO Z � m z ° =� ° o D m m -1 Oro _1 -i ° ° 0 '2 = = c -1 W s?. 0 M 0 j:j rn = 0 � D � p 0 cn o� OO NAJ Co m ° zD /=� m r ° w Z CD `y -1 0 _, 0- -' m O � 0 Cc0c, y --1 CD 2 m -I 2 EN 6 rn 00 C7U' mo ( .. C r 0) o Ozm > m pz � ° � z � —. m ° 9 0-I -0c rn � ° o ( ) o am ,_00 zo0 -1 0n (' 8�3. OD c7 _ -{ 0 )> ° c � * m pp (n I= Z D -I00m O (1\� . m CO R27 z . = CD G_.. r w D ...1 -I CC% 1 D "' o O 0 D Z r ° � D mr = > mO rn m � Z <m z V) 0 n -I 1- mm O 33 > D opz r * p ° D '< =ice -G � m 2 = 0 - ID rn m DJ m (7) C) m m G 3::. m' 0 D 2 --1 O O Z m m zO -< r C D CD r r W m cD c O zr = co C =' f 0.-< O c > z c ) co 0 r m � r_ — o = b.. CD D 55 K _ o m z m� I z cn --I cn D o z � m nz O cn D zr -- G � -1 0 c0 . _1 ■ r mz oiv -I cn c�0i� m 2 0 ° �'� m o z x0 w t D ° m co ` , T r ° m --I > O o o w z cn , OW � oo � D O m -gym � Dim p 5 > x - z -=6(.0 Z m Z ° =1 ° o z O C D m o D CD 2 o c m -I W Q a Ill � m � mOO cD •�• ii. co oO n - O > ° z 03 kad r- DJm DD 33 B rF M �- ° cnz CD CD —1 0 0 - - m - 3 -1 cn 0 XJm -i � m 2000 0Dmc°n r 1 r, Ci) p OzWD \.. n[II -I � � m � ° o • n O O W Z o m N A M 0 Z m z m z-13 --ip CD F DD -< c D z DJc � lk w-- r - �DE2m O \ ... m m -0 z N � -� r03— -{ u) D m � m O O > I' 7D Zr ��u) ° ci) D ("m o * v 20 m m r- - Co xi D � m � Z mz U) O � n = 0 O -i = co mm Z mi D . D p z r �_ 33 ° D "< =I co r pp m m ° D D XJ --10 Oz -a f;) z _ mz M CD Z M D z O - 3 CD -< r CD `D c2 CD r r m CD = -< WJD Cli c) D 0z 73 < m-a c-) > a r° m � m -10 CD 0 CO M M 3 m cz mz cD ,`\ 00 mu' 0 -.°) n ' ` ,�.,z Z - cn0 -4 rz V, O -1 O c 0 z rn oz = 0o ('h 0 z °m M cw . m ° m -I > O -0 -I zcn `` 00 wWO > . . .• -rim m DOrm Dr.. O 5 >m Z ° o nCO g CD z 2 0c _1 -1 ` c = o � m = -< N.,-. 0- m DD Wm� "S ,. 0 'n O cD o W W o � O > ° z co r- jj m � �omy 3 M r ° U, z m CD -I 0 ," 0 .- m -° - 3 O = DJ a ZzN '\ -1 ci) JV m ---I 2 N "' f=il TOGO owm °oi \\ -. O r � O O z 0 > O M C = 00 .9 C) ' -I 0 0 U) ° 0 4.1"- 1 _ -10 Doc m zz Zm -z1O �... ^; p � m On � c D ,- z n -loom O 'O m m rn Z _ )' O -' M hi X'. om um t. Z- 'v o * O U) 00 R\ _ D r- 0 mm 1I1 m -< Z mz U) 0 � lt C) _ 0 O m = I- mm Z 33 > 7 D Oz r * P L r � ° -1 ° - m -< � m 2 = 0 DO rn m m C C7 1- m O D 33 0 n = 0 Z _ G) m 2 T:. 33 CD CD 2 a -< ° cn CD co CD m cu = -0 -< WDJ o Q W C CO 0 =• cu c- D z z co i 73 —1 '� I -1 n n < cu .--�- r m � "' 0 :=1:. CD D oo K r < Di o 3 m cz mz c�D cn —1 ""1 Z o2U, m Z mz O zrrn M cn o �--I c z i _ O C--Q -' O _° z V\ r m 0 N LP r rn oz = � W • l r � m -WC'> --� O -n -I z cn ct--- = 00 ? oo O D ° Dm n C m z m zo o c� zo D m m -1 O o° -1 -1 0 Q 2 = = Oc m = � � a rn -n to m O O N 5' O. -1 O ° rnoo > oo Cl) 0 bAd C3 m L" xi Dj 70 o DJ 3 rl- rn ° cn z CD MD 7171 O � n -I 0 -0 OZZm \ iii rn „ -1 C7Dmo �• C 1 - cnp OzooD ..-TO mPi I! z M 0Oz ` -. 70 0 -I -0 2 m0 ° 8 O o i l Zook 1 DJ -1 og ci o0 41'r\) 1 I=17 00 Dmzm 0 D z � Z � � p D * m 0DDn n U)- r- z D _lom O = w mm z _ -1 CC 4 1 m D --1 a oDJ D zD ' ft..._ n Cr) ° � . rn o � v o - Om m --< , Z < z V) +O U) ► 1. m 0 cn Eii -1 C7 = 0 O m = ■ M D Dz r _� 1\� T m -< � m 2 = 0 �` D=-I m m . cn 0 r- m m 0 D II � �`� c� _ o ca z t„.\ m 112.1.4‘""11%\:(AC-i.)5 CD CD C D -< r CD `D CO _r CD -< Om al v = C O W C) -. '"' O. co C � p = m r D z c cQ 03 c' --1 n �< fD e� D JJ . - m o rn Cz -- mz C CD cn -I -I w D O m� 0 zn Z M cif, o —1 P z 0 71 _� 1 '- jr-1. O —° O 'd 1J -11 ccnm = 0 ° , ^1-- 1 p z m ci m C ca N m r a m --I > ]� O -a .-� Z Cn J 77 0 0 co co 0 > j =-1m m > rm D 1 z m Zoo c�al = pc ...1 � 0W cl- c p m -� C. rn CA m. 0 rvk —I p 0 -n a, D ° u) o Ado o CO mm OjjD N 3 70 m — B e� r (D -I O ? -° o - — m � = Op � cmi) = 4" ` o n m o 12• r ") o Ozo'' > '73 m FD z oS:?, Z -n ,n M11 m0 `-0m ni C p o o co 2 03 0 `Th � m D rz D -inpm O 1- (A � m � m cn W r 71 >m m m Z v) _ 94 r cnz O0 4 � U• m m 0 > o D rb > Jo z r (n o * D JDr- rn = v p - > m m m � •R . Z mz Cl) pv Z O = 0 O m = r mm Z x > n OZ r _fir �( 33 I- � m S = O 33 m mDJ 03 0 r- m G Jo 0 D n X1 —1 0 0 z _ � m z /' w CD 0) m D ai B Et CQ fD• CO CD -< (D ..,___ tv = O Si! co= D cn to r = C7 TI —I o m D. O �. %, i� •-rte•D ) '' 00 w m O (� 0 Dom g T = 2 '. (j 3- m cc_ -zi =1 � OC� Oz cn m cmi) m Oc --C z M 030 -I Ozz � T- � -v -1 O m G) rn m -� -I cn G) ,._, m oo xi RI' ! 0 zm m 2zz .> -n 1- 0 m 'En- > 0 'r O O0 C m -z< z _ I- m � r00 O -6n = TWO CO Z � „ Z = -< w -4- z0 C --+ zv, D CD 2 Oc —� m0�`' m = rn DJ O � m 0 D D o_ O - I O0 r1 m _ > - ( a Ca D -i = _ < � U1 u - S O � � m ci _- W = m 2 0cn0 '4--\ 0 O 177 m --nn -G -1 m N 3 CD O Dim O mn °J ,S C -i cn � 2 00 = 00 m -nO zi0 z O z 6 rn P7 E D C Z U1 A,�, -n nm E � � n v n -I -Q c m = m ^ O = o Z moo �.) ZO0 Cn Dr- ° =1 0 D cn rJ M 05 Z 0 � '" 0 zoo -f- n n cn r -I -i d p .... /. CO Cr) 2 Fri - TJ IM -0 m Do4' �- r ccnn � —.1 C ]0S {N M mm = mm ;----- D 0c=n D map 0 c� z - �- .. m 0 * 0 OOm m m m c- C S D On D C) O O D S r 1- mm Z -Ipr C' z r m0 �D p � 0o -1 � 0 -< C - rn 2 c c DO M -I cn 0 -< z 2 o D C CD z C n DI al -a 3 = CO CD CD m cu = 7, -< ° DD = a o 5 _ `° c n zc cC2 �_xi _, m 0 m -1 0 _ (CI o �D n T r < M o 0 corn m � p = ) rn "' z_ -� cmnz :1 Z o 2U, m Q ( z 0 z ,n,-, rm �" 0 "MG o -1 c 0 1 r m Z O p- iv •- `! m m -I o o rn o Z `' 11 ` - 0 z m m c W * ) c� . _ ) -n r0 m -1D O v -1 Z up xi 00 CA) c00 > =I E >D _ m Cl (.=)O � D Do z iCO , -n z pip -c. O cz. - rn DJ � Cn mo = ' 't _ o. cD n rn Djrn 2omz CD ‘10 m ,n - K cn n _� = -1 0 -0 OzZm � = 3 O 0 Cc � o v, Z (D � 2 m = -°� c rn m -1 C) U' m ° �J �• r � o Ozp7a =. -n -rn Z � 0 5, zp .. 'I 71 c m 0 1 n OT 033 - --Ii 73 K, - rn ,__- -I � z ° zp Tye 0 UO Dec �� c/ I m -o m -1 CD cDf, D --Iz - - rn I- rnm oD D Z r �. co p m r" o * DO ( r o C XI D °m m m �BS m • Z < z C/) 0c5 - m -i 0 I- m0 O m = y. 0O z r p > -< = W < ____. C p -I = m � m 2 = 0 -< m m m m C (7 0 m m z 2 m NO ° D a 2 -a ° oz mz ET-) CD D) CD D C r CO D « -< Or CD CD cam. r CD -< O F � //=� O N O. D oz � . CD -in 7D n _< m D c k = o m 0 r m r- -1O D = < = o m cz mz CD — CD -I —I ri) D C') '2 c7 m _ z z O w0 O zm r CI r TI -1 mz O oN . I�I7 p z = o ft 0 D ° m =W m r ° m -ID --k- 0 "a -I •-■ Z CD co 7j 0 0 CO n �---.r O � m Drm � V O cja = ; � z 02 Z „ Zoo g iD O o 0- c Z --i Co o m m C . Q .m = (n O "S n Oom 0, 2 Cn 0 AM o Co mO > o2 m O m m 0 z `m m � crm—I o -0 p O 317 a � 0 f =o /3 m mo ncnmo _ -a m mo � zOn - 73 o - moon C7 O 0Q7r Zomo 1%�. m 0 , zmzmm ____ 0 � m p > -< c D 1 co m m Cr) "' --1 (/) V r cni� n 0 � -Di ..x.,,, m m m D D CA - 0 1-- . O * 0 CI) 0 DJ m O - W _.. ',., m D m m -G J . < C/) Ocn z m z -f n = G) O m = r m m z j D (�L D 0z r- r7 ▪ o n -< = I- m DO m m 33 En o Pm 0 _ _ 0 D zn O z 0 m m0) ccD D -13 iii 3 ( CO • CO CD CD 0 = J ° Q C7 c.. EU C D w CQ -I () D0 a r• -p = p m ro :° D — o W m '-'.=. ` C) wm M � T = = JJ 2 m cc_ -zi --1 On Jj `, C) z � m ccnmcc C tj Z O cm„ z v ornZ, \ 0 cn0 --1 zzR . -o m ? r' mz O c=n � � ' - ? ---I m m 2 - - -� f rn O6 2 m0 ? ✓ zm m 0zz 7� To ./O -o _ -1 zm - = p0 W m -< z r- 03 = r0 .. =I m E * W N, z � m Z = � °w CO zO C -Izu, D CD -1 0) C _1 2 0 (,) -n M 0 � m mDD Q, o • = m Cl) raj cD -v c O Ti a W o � O -im .. �. — ,- = m -1 m o c") .--F rrTh-1 O n ozo ° (D _ - O m W C = Cr) 2 occp v,� = --I 111 ° p C) � z0 a O r- 0, p O coz ,,, o m r z E >of Z -.1■ -I -° c 177 ---1 c-) 1 A oW -1 Woo -1 On co ora' =! DDO � c°s, \ 1=7'1 O � Z cmz \� r' D * m v 2 ° 0 V F z n cpo 0 C� \, 0, r 2 -1 o ,� 1 co m m m > p� CD r cr) # z = D mm O = rnp ~y � ccn D m - nil o v oc) � v xi mp 2 p = cmi� , - Dm m Wm --1 ,, < z Cl) o -ID W -0p � n = 0 O D55 > 1— mm z mpr - oz 1-' ,.pi O _ k,: 1— o << -1 - << -< m 2 c un m m Z -4 W CT) 0 -< z 2 0 D 73 IMMINIIIMR 0 E M CD CD Z M D i n o -0 3 CQ -zG O N R c• CD '- m (12 C � c) u C2.O i SU r Z C • �) n 0 Z , 1∎ ) --1 0 2 D CD �' r m m -_O1 O =.-: _ D T � r < 70 0 rr '' 3 co m m z q m z a V, cn -I m cn z —{, Z.\ O mU' D zm 0 on o 0 c o r- m z O c , , , I p z 2 0 - 888 ` D Zmm m cw -n 0 m -I > % Si 1m D - m O c) > 7° � z —n CQ Z m Z ° =1r g --1 0Do Di -1C � Q CD 2 0 = m = -1 � CL a rn 33 m CAm00 iD O D � O m co � OOoz cn 0 W � m 273 m > 3 rF r Z co mo —1 0 -0 0 ,- m O 0 Cc0o 4- v, = 00 CD 2 m -{ 4, 00 6 cl rn -n -1 n Dm °, W 0 rn 111 CT) ° Z D > �., # Z O O Z O O o \/ v 02 1/4 U) � O= 0z c � rn 0 � � zm Z -< �D D n CO r -1 n -I O m 0 I oo CS 2 m c mm rnz -1 CD V • -I C7) ci, O D mMI z1- ,\ " M o D o TI m 0 2 W ell DZI M m -G < z fA Din ,� / Z m V C7 = 0 O m = r- m m Z Dp > e. rn oz r * r (N 0 D = CD o m N . "---t'-< m m m � 0 k c73 0 rm z m z 1` 0 3> mi 0 0 2 O � z _ � m i m m D 13 3 CQ •`°• to CD C ert C S. 0- D CO n o m r- o Cu " _ -o = m D r ooWm O c.,. CD C7 corn g � mii = � 3 cn -1 - 3. m cz � OC� r+, "`.. Ozcn riim cc'omoc y., Z cmi� z orn —zi r `r� 0 cn -1 ---1 m G � �'�. m m -1 O—I � 0m D D m _ D N m m � zz TI Dr D m c D m 4-- xj C m -<pO z 2 o z -n Z = .-.< c° (0 z o c -1 6 D CD - 0 c .� m G) sZ rn mole m mT fjj rg 0cn m v 0 • - o , D < a- = O =im _. 177 '— 2 o cn D ° CD -n n -G ^ D 2 Co 3 O -9 o c Wc � �• ..... 0 0 = rn ° p n IIzo ( a 0 1— cn p O D 0 z !V — 0 T -ri-) z E —i C 3 • -I -o c m z 6 13 � � n m 0 "TI ox' Z rnpoN° W C7 u) ors = O O .- a 171 zz Z m z O � m c zoo C I co mm u . ID � ` n:9 a -El Drn Dp 7, .) r cn � O ompp ill m m D o p f m cn m 0 OGm O * ) D3 ni '-' _ E = -1 E D m m rn = Z < z Cl) D - D r mm O � �.T Z Dr s� D z r o ( o o D D m mr 00 r -< � m 2 Oct .m m- r.s. c) n -< r. z 2 o D X) z O -0 CD 3 a CD -< r r m r Cn " ca C • -‹ o N v =cc,n D 2 Oc co d CO -an =I D _< m it .--F -v m O m n �D r m r 0 =-F D � � < P, O 3 C7 oJ m o (�`-- rn `� � m � z " S) Z O mz v Zm 0 m � O -I p- z r rnz O o � -1 ccnm 2 0oo Z w 2 m > m rn WW T r ° IT1 --I D o -0 -i Cl)Z - 0 0 C 0 > o m D -_Im DCm zns` -n Z ° ° -Ti� D m 0 Q. p- -1 o m0 CO OD 11 N 0 a) '77 n D = ., OOoo cf? o Wmm -n �j . ZD - .■p m r ° m z CD CD CD O 33 Ccoo v,• --I cn m = °� - r« m oo C) > mo ,4 -a, O oi Irn op Euoz `-� m ° �■ O 0 CO O 0 v CA °O COO = wn c �m m O � Z S, zZ m -< p o � on C3 5 D § m DD f7 — m o 1'17 m --I cD rCDnD --Iz � D a n rn m O O D ► Z r m o * v wo m m (T) I'll mO Z <m z Cl) Ocn 7 IS - _ G) O m = 1- m m Z 1 > D oz 1- r • D m m -< m O DD m mm Cl) C') r m D XI oG v1 z _ � mz y c� a) m 2 AI Ca/� -< r0 CD CD co \V r r m cD = -o -< co _ e o c 0 - _, C CL co 0 > z o co_ -icy m a _< m r m � rn -_n-i 0 � � r H.O r �i� 3 rm z ,i m z cD cn —1 -I � z - t-.-. O rz" U' 0 zm �`' 0 D 6' -1 o co °�.� z �-` m i3 --+ —I 2c) 1 `. 7 O z �' r ~ ' 0 z m m co w m r 0 rn 'I > C O -0 --1 z cn o0 CA) D co0 > O m E C m O ---5 > ono ;C12 --I 0 = _1 -+ 00 CI- c = = 0c rn _1 � W sz 171 app cnm0 � g: CIL 00 0m0 O cn o ,_ O ° Dz N 3 had 1—' Dj m � 0m > a r1■ 0 171 m71 - � CDn -I � -0 OzZm CD Fri a m Om �p n y m c°n Ts 1- , m0 Oz „ D �.0 m rZ 0yz0 �• ▪ n M D3 m �.. 0 O 3° W ZO0 °o 0r_ mmN %S... -1 O � cn 38- - f;. —I n -may m O � Z mzm ; _1-- 0 m 0D -G0C Q. cn—n F. n -IOm o `�” m --o rn z m -g - _- 1- rn z r � 0 m r r; M o * 0 j0 _ n ccs x m mm m Xi m ) mz U) 0Fn n = 2 O c7 -1 1 r mm Z I/ > �' 1 . D oz r— *� 00 = m �' J r � Do m mm C7 0 m I m 0 D = 0 a 73 oz --1 0 .[ _ - mz -_. C / 3, • CDCD a -a CD 2 2 C.0`° c CD � 1 o �. ,\ , ° . � Q. 0 v Cl) . CD -0 = 0 Xi r- o :_°,. r m 1" 0 r rr-- ^•. r� CD D. �0 oo - 0 0 C z �_ J u Z O255 m ccni� m cc A ...C, Z cmnz D omz _ 0 cn0 -I IZO � .` 0 Zmm m Ozz . O -0o rn � zm , 00 GJ m -< Z ■ r cu r 0 z -n Z = -< ° = OC f7 m Q o m D D co = � O � =lrn %• _- 1 Mm p � 0 .._. c m —I TOT C) = z ° 3 3 O 70m O moon '� coo m -n -1 n a) z ° y-' 0 4 73 ITI m O O D oo DJ c M ; m -11 ^� 0-I -0 -3 m = zO Oro Z mO ,� Wo °! O ---I O W D C o D ° ° r.\'`, Ord. - F m D z -I n, U) r -Z-1 m O °0 0 ,._4 I m m Ill „ r , � , -p m Dpi m cDi> z O o70 � - o � D mODD �" r. -1 D nz - M 0 * D OOm *' m cn m Dm = II)Z < z U) ° T, (^, (. r mm Z ° r D zr Or p O xi °cc -i -10 = `f - m = c c-n ca - m -I -1-- (7) 0 -< .r D_ D C7 D CD SI) CD z ° 0 CD c� r r m N = -< � � -' ° S C � o a. C z c CO 03 —1 0 D _< n) C- !y■ '� m 0 m n -y: Q 1— m r— -=1 a > � < O L m 1T1 � z — my 6` ,, 3 C) z cn m cn z . I Z O mz 0 zm 0 M cn 0 --1 P z - y ■ —I CD CCD m = 0 °o - z 3 - w v zm m � W �L TI r0 m --1D r,) 0 -0 -I 0, zV) S. 37 000 W co0 > —1m > Em J• 0 () D DJ mz -=n-CO Z -n Z 0 —1 D O CD z0 CDmo D M DJ _n (nm- 0 Fe) o —I O0 '>7 coDap to 0 Q O ° o co z •• =r D ° M 1 cn 0 �!- O i, C DzzN v� C 0 o w —I cn � � m -1 � r m C c° Q m m -1 nrnn Ir- rnz0 z0D c. ....73 70 1 0 —I -a -C" R1npo O 0 - SOON i mri m 0 Z mzm A z -< p c s 0 0y A. n Fz -I0Om O M m m -z-1 cn = '^ 1- ((1) D —1 wD c 5 m T m O 0- -I, c cn m o � 00 c, o m 0 co S - D m m m � r Z < z V) 0 (7 —1 rn 0 U) cn - -4 v, C) _ G) O m = r m m Z 77 D - m pz 1"' _,* rr- - � m _ = 0 ,o m m cn C) 0 m 0 D � 0 D .1 —1G) 0 z < _ t. m z 5 A, s --+ D C7 CD Xl a) CDD D O "a = CD CD cam. CD r r m CD -a 0 m DO = a 00 a � o f N C7 D 0 Z 2 --1 0m 0"CI = 0 < CD I- r -11 O , D 55 = o 3 m zl m D cf)0 z �) m Zt . O rn z v zm ,°• ,. ` O E g3 0 C ZO S `,. -r ■ \-, r m z O 0 ' (' �.�. rn Do -I -1 zo m o z 2 0 W C, 1,., v Dm m CO E. !. 7'1 r 0 m -1 D R O -0 -1 Z (1) O GJ O m z ? m ZDjD o� zo CDm ,,, r D CD 2 OC rn -I _l0o Q a m 3, fAm- oo � 000 �' , _� c, _ O D 0 - G _- • • Do m 2 aJmD _--1/4.._.,,,, 3 rn -nom _._ m O mm OzzN r --I can 2m -, -�°P �' rh rn rr -1 8Dm �°, �c�e. -a n cm r m0 OzOD T �� a � rn rZ ODZD i i41 v —■ -1 -13 --° m m0r8 O oW zOOV l'` -n-1 On -IO0N - � o cn0-' ■ M O B Z m z m ` n v z � n -< (' m v D �''.. D Fz D -lom 0 t, c cn -1 2m st `. I pro, - m z � -I CD I— D _ D f m mm o- D U tD 0m D mr ! '! m o * v c° 0 ' , = v 0 ym m m -< Z < z Cl) O cn -1 mO V) C--/5 -I 0 = O O m = 1- m m Z xi D . Dz 1— _rr- `� 0D "C Hco -‹ m 2 S o r-,--, m m mm 7) n mm o 2 Do0 D � D xi oo z O mz p 1 C7 CD aa)i a -a 3 = CO o cf DD `D• cS CD r r m cD ~ I v -< c C) > zS CD Z c 13 M0 XI 0 � .+ r- m � r- =1 0 0 � a O corn m =12 = m -H —1 v D n 0 z 5 m z -�, Z z v z m n TJ .� _1 0 oO _.., , rn -z-1 --I z o O . ..I'\ ,, o it- m oo W D ym m cw T r ° m y (1 ii 00 GoWOD D E rW O -1 � -_lm � 5:2 r- 0 na ao z ;CQ Z T Z ° =1 ° o ao _1 -I ° ° Q -I O 2 = = Oc m - I -1 o° Q a rn 3T in m- 0 m �• o. O m CO n W jp a0 �}■ j ° Z m CD T -, 0 - -m U. 0 � 3, azZm 33 � -P �1 o —i 2 m O0 l = ° -2.T -1 Oam r � o zooa fll iz Maoo ° �• —I G TC m n ° o r-b o 3OW ZO0o -n-I 000 cc°i� 04 K) --_,c �, ,1 - o D ° v zS z -0 -10° y = m ., m0y, o r`, • z mm N•1 Z _ = J--� m � I o o -' ^` n 1 Ci) CI)° � D zr `� rn 0 * v n :/ ' , t C7 M > m m mtz - < z Cl) O (7) --, m 0 u) c-J-5 --1 (-\-) (fj C) mm Z 33D rn � z 1— err- G ° a = o° I.3 = = 0 • m m m ao (% (n C I- m i 2 _ xi -A 0 r 0 z N- 2 0 r m z lvAVf 4::: ./' X1 CD CD Z C D C) N A B = CO O CD CD ca CD E cD -D O W DO = �v c o r , P. C2. c0 c� D z rn _<c= A (c) Z I Ti � _ � � 3 0 cz - = z m m cn --I cn D 0 2rn m oz . N .\` ` Z O mz ° 02 r t n 0 M jj --2 I 0 Z o /\ -I w m = 0 W v ° m m xi co \J m 1- o m —I �' 73000 � c000 > A - m O --im 3> m m A r m O 0m ZCEo '-41(12 -20 c ° c= om - °u Q _ m jp m co D CI.c m—I -Io - Ooo U) 0 ow rn m Dom-; -< ° �m" z m O 0 CC0o _ cn = m = , G o m OT �O C7 D m ° �. * O I— PI CI z6A ...'0 Z ∎■ m E m JD 0 —1 -D - mrcn) ° o O oW zoo ° I I O � Z m z m \ 0 Z � -0 -‹-1 o p n > * m Do o 73 -() '') 0o cn 70 cn 5 I m -D m m I C 1— cn D —1 cn rip R\ O N < z V) G) (n o _ 0 O m = j V I— mm z � A \ �.. .s D oz 1— *E 1 73 ° > — = co -< � m = zO -o m m m C7 0 1-- m .-Z1 0 m 0 — N) O z i _ 0 m n n CD C D -a = CQ -< Or CD •`D• CO CD r r m CD = -o 0 WDo m - o m C 1.2<' np �• m Ct co n _ z Mt 33 'U rte- r= te m � O ` � i CD 1011 co z m F Z CD � � wn - 0 -zv5 m - oz • Z can 0 --1 r0- Z ( %� f r . rn 70 O Z o ` �1 Ir�3'^�- m oz =33 o � '- )- ) D Zm m CO ) -n > o m � n 1 XI 00 � co 0 > r ° -I =I m rn M nCm `^ 0 o > DJ z '-ii CO Z m Z ° -1 c o CD Z 0o rn —I ° W Q, a rn DJ cn m� 0 cD o' 0 0) W 0 > 0z 1- Dzim - omn 3 rF rn r w z m CD -I o -° OzZm �• ,4. 2 w m m 2 o 2 0o 0m= O O rn OD °° r- U, o zn 7D C, � -' m0oo 0 0 0 °° zoo . -n-I 00 w ° 0 r=n o0 Z mzm ■ D z � > -< p D Fm n I0m 0 I` - m -I =I I mW mm —1 m z - O > mW z � o * °v M o 33 mO J co 1- m mz CI) 0CC-n7 0 = O O m = r- m m Z 73 > D Oz r' - r E- --I co -< . m = = 0 siJ - m nm 1t\. -�1 2 = rm n 33 --10 0 z -1 0 _ _ mz N MI CD D "CI 2 CO C/) f D• LC CD CD = O _ v -n �. 0. 5p co C =• C . ( (CI C) : = C7 - �* ■ -0 = 0 m 1- O — D = � r Ocom G W O W m _ = m � -zl -I , -61 c� Z 0 Z (-,5 m cn n � Pa° c m cp 0 --I zz - (C) ',1 0 'G m O z 77 m 0 D la mm m Ozz v Z O -0 -I - zm 1.1 0 0 W m z r" rtj = r- 0 C 0 E5m - -IWO 11� r Z -mil Z = -WG W ` 1 CO G) 0 C t D al C -I m 0. 0 -s --I-I Or m -1 > Cl) Q D -4 3, 'n Do « u) a CD pp = O 7Z -1 m 0 — r 3:3m O _ m G w0 m — o ° D 3 C 0O- = = mco m � -I i m 0 = °= Oo n 0 - — 1 m m - 30 z 0 O r U) O c O z o Tm z M -I z �•�. r . -I -° c m = gym n W z O E -1 03 =- O O 7no 0-, -r — , Oz � Z m n D - c . ( z D - n r -1 Oo I GO up m -u mm m Dpi . r cDn z O z DD Q, � = D m "0) r',..,ci v o � �'' `m o v 0 m O c -I Dm m gym = -I M0 (C/) mWD sN m 7 m O � zD rn Z i p r oz 1- - Ok- �- < --I -1 p -< - � . m= cET) - m -I n z 2 O D_ nn -a CD CD al z 0 - r- - E O ca m m m = 7 v = c C c) - m 1-- m� m -1O _c CD . 70 - < m o 3 171 c z m O mz C zm O M ( O -I rz � /� ! ■ -1 O c0 V C �o ) rn O z m D zm -n m --C> 7OD 0 0 � co 0 > - - m ° -+ � _1m m Drm Zp-` -n Z o - om� -1 0O C -> mm D = 177 � m mO0 n o m co r aim JO �F rn m � -G U' z = w- n � � � Ozr" O 7° Ccpo w --I cn � � m � .°� �` .. rn Too- n � mo (') 75. 0 cn 1- � O OzWD z 177 pZ �■ -n--1 Ti g a° 0 o N 0 C m n ° o O oW zo0~ 7.1 -4 On cnp- n psi m O � Z mzm `l Dz � D > -<c - z D -1pm O m -o mz , --, cD r > m -1 _1 ( J 7 -1 177 O p (�- U o m D m F- M o p c° 0 Z <z Cm!) m n M'- m — -1 7 0 O /'---'C = m = r mm Z � > *-' �C% D o z r - r NJ HH xj -1 o Oz --1 O _ - mz CD S11 C D -a 3 2.1 CO � ••`° CO aD •< CD r' - v = p a a) 'rt; a. c C E CO XJ = n � ▪ = 0 m r- 0 �, r■1 CD > JJ OCO m o 3 C7 W m _ m c_n � _i moo , . 0O z � m ccnnmcc Z mz D m M o ---I ° z j O '0 � -{ O oao I i 33 -ZI -I c..- ' 11\ ri m rn m � zz TI D o m (7 D m ^ ° W z `� °o Z z = CO-< w -1 0 ° C = 0C,,, D -- CD c m � gl rn o � m c� DD a_ DoT m 1 > N c O) o -r1 a O. D � � xi N = O a =im ci co = m - rn � o n 0 � - �" ° O B -I DJ O = z o O _ C m CW o W � �▪ w33 o o • —I m ° p n aiz o c O I- m z m D co > '°a -1 T' m = -1 m C7 Lo m z O aoW z m N --1 On � � � o �1 , 2 CTI rn ZOO Z cmz n * m 0 zoo � � nn m- °o O I M m m D p O o = D m a° U' 0 (n ° � D mac m o � 0 00m r = m = -1 cn M > mm m cm = r\� m z � o 0 D <\,0 C7 m O � DJD r m Z p r ciA z r - > oM moo • oM Fa - m 2 Oct - m � � v5 n -< T 33 Z C D -a CD 3 cQ `° O CD CD O rrt E co C = `° a p xi = n r- o �m m � r Jr Om ..�O CD corn D W w m cn -I —1 � OC) A, 0 zcn m cci� moc _ Z (no 0 omzi /`jt O '1 z z : �\ • -I rnL7 rn m � O-I C/ 0 D ,. 0 zm m ozz l' 'r1 r ° m ( am O -0 -1 i� m - z . a7 0 W 7o r p M I m m * 0 iv CO Z --n Dn z = o-< coa 2 C - 26 Ti. CD -1 0 m 0 W -II �O rn o m n D Q (1) r- 0 C D c ^^.-o n a �T = O =1 m �' CO 7o m 2 0 cn ° ° m -1 0 -0 0 =z ° 3 � � O m w CD 0 � o 0, c -< 3 o o M ° p n � zo �. 0 rn rn ° O 2 3 - -° c m = m z m 0 co z-� po p-I °o —1 On Cl) 0r- - 2 -I0 D � c°n D al z - z ° mz :" X3' � m 0 zoo a - rz n cpo O %i C CO r� � m ADO N ` l r CD c) zDo O ° Dm 7) CrDD) y M1) j ° w D mac ~ ti Or = p2 0M -Iicmn � `•� xi y � m 0m -I c < z CI) ° Q, y Z --1 n cn o n = O D7 D r rn r m z ° r p z 1- O � °C < —I --II O °.1 - m 2 c (75 X m Z -- I cn 0 -< z 2 �` o D_ Pi ,-6 D n N 0) C z -:3 3 a. CO -< ° c m CO CD C 0 W C7 "-" v Q. cE n z Z (Q �.._ 7 - � a = 0 m 0 -< .-e. CD r m 1- -I 0 0 W m � o = 3 rn ccn -z. -1 U, > CD .1 CD z (I, m - n � z D zm r O m w0 ■.1 Iz . rnml" 2 O 0 NO m ooz = 0o D zmm m �w -1-1 1- 0 m --I D O 0o C W0D r CO 0 -I - m Drm Dom,'. ‘.±. 5. > 7CJZ itO . Z0 CDmo - i :. a ° O co N 0 co mm "I DJ � y .. rF O C) � 0zz '�,'-' cy� 7. = Cc0 ° \, u, z � � mz ° (...•-). a --i rn o0 ncnmO r -. O D c r- m0 OzoD �--0 -n � z m7JZ �■ --1 C7 � - moo Or 00 V c. O On (Zc00 � �� _ =Jo D0CDi • n * m nDDom O �� P-- z W m v� = \_ I mm m � = r 1- wD "'1 � � D b• II D mm 0 OD �`4 Z r C � CD D mr m CD r- DO m m --< Z < z (A 0) C5 m 0 Cn C7D -I C) _ 0 0 m = r m m z �J D -,'LJ D 0z r •� r- Cp -I = °m° DJ m m jj m Ui 0 rm L o 0 D -u 0 1.-' -(-- 0 0 C _ - mz oulimm D C7 CD SW '^ g"-. CO 1- O 01 CD CO CD m cD C coo 0 - m Q. co—C-5 a z z CO CO -v — 1— m r -1 O r-r 0 '->' > T < _C] O C) W m M =1 o = c. m -1 m z " 1� Z cr,O mcn 0 Zn 0 Cl) -1 0 c0 fl c I- mZ O oN / N -rni cnm = 00 z o n I Z ° rn CO ,, r0 m --ID -- 00 � co 0D _'- co O --I D m m D C m O � -n Z o o -n(0 -� 00 C > oo D W Fri Ooo2 .. = 1— 33m ml 3 rn m - Kcnn -I 0 -o OZzm -- . O 0 Cc0o -J c -I w K = m --+ 1 a mml m mm �p nom° T.• A r � 0 OZOOD m--1 -� E m o o t� C) p O � z o c) rn .n O r —I D J ' Z. Cn m p- On � 11 . m z m 0 z m Id v Z p D -< 0 i' a- Fzm055 o 'tp a PA' o m � m CCD rcD/) D --I � - � m m O OD a z r c c. cn -I m r m 0 = 0 w � � r- mD mm m m --<co Z < z V) Oin –r- --1 m0 (n ( - r C) _ 0 O m = 1-' mm Z II > 7) D pZ r - r �- m pD = 01 ' �� c < -1 m � m = = m0 --._ m m m -C Z - cn 0 P m D a0 -ice 0 z �' mz XI � CD a . 3 a CO co O v CD c �. a; 0. n SU 7D n 'o -o = o m r o :°. D - � r oopm o CD m � z -I _ o0 E z 00 z (7 m cn �o0 cn m c mz v m m m _i O DD F m (pi)) = = 0z ri ((— 2 m - D 2 vl CI zm m � zz -n r 0 m () D 0 O -° -1 ^CA) DJ mzz z � - Z = -< ° i6 C0 Z zp C -Izc D CD —1 p - 1 m p c., Q C -n m ° � ccn p0C al -0 Q. pp m - D Cl) a. a) D _1 70 70 < VJ DD = O � m C' _- M I-= m 2 pro •� ° O = Do O mnco �6 m o C co i— -< —1 cn � 2 pcp 'CI - r- cn p O o ° z oTt M m z E D Q, 09 - - -nom -1 � n ° n■ m = m /� ° ° W -1 p7 ° ° (� 0 —1 On 5r' "I' 2 -1 0 D 70 " cn m o2 z o =ID z 0 °D * rn v z •s F.- °(n 1--- —I - O m o I m m O m D - 1 iii m O om m M o m U) '2. m Cn Op o � p 0G) � m _ 2 0 � � Dm m cmz %,` Z < z c n oo, D 0 = 0 O 1— mm Z p 1- m 0-E' 1"- mO0 - m 2 c (n m -i -< V z 2 G) . 2 I. i m 003 m D u) `D CO CD -o -< m. v W C Q. = n 'o = p m O = _ CD F--- r 1— rTi r D = O � m 0 0 co s � T = = N m cn —I --1 O c- 0 m � r ccnmOc Z O -1v uo 8 ° � 0 r- 0 rrn m � O ccn0m ` t rn O z xi m o t �. 0 z m 0 2 z m r 0 m n n 0 \ ▪ OO = rO k z m Z = -<w CO z0 C -1 26, a rZ `V T m o � m 0nn Ga J Q -n^b O El- Ir m m - 0 m z o N--F' m r -< o co m ` L---s 3 cD -1 0 = O m20 3 3 2 m 7) WO O 0 n n _ DO O IM m —I CJ Z O 6\ RI O r Cn p 0 ° G) 2 z • �• -n „ -I 0 C I -° m , N A_ c 0 m Fq r8 m oo z Din 0 * m O z � 0 0 cn- r- -zi D -clog O �. m I m � m � p N N CID O Di \D rn m c N Dm D mUp cn c xi m =O p = cmi� ��. �. ._ n m ri'1 Ti T. .. it ca 0 = O O n = om I— mm z - Or m -°p2 I mO3 m -n "J 1- oo -1 Win - - � m �=Ti Oc 4 XI T NI 2 I CD nn s CU z o 9 "' (. 9? 2 m cD 0 = cc C coon m Q.SU o n z c -0 mom -I n 73 o m CD r m � r -_O-1 0 n 5 < 70 C C ,co m m c z - m z CD \ CD -I -1 CD n �. Z 0 rnz 0 zn 0 � z m � �' � 0 0 cO r mz O oN -•11 aim = 0 °0 z w 0 zm m co -n 1- ° m -1 > O -0 -1 zcn r-0 ° .W. 00D M =1m E > r- m 0 0 > 0o � z 1 n(0 Z � m Z ° .10 ., U o co --1 0 � _1 -I ° ° 1 _ = = C -1 -1 CO Q. rn ° K m = O - a Q (n m- CO � O -n o DJ cn m o m 0 ° ° z cn o r- Djm = 70m 3 Oft O 00 Cc0o cn -4 cn = m -1 .°� _ a rn 00 8 >" mo 01 U',, -o a. 0 m cr, o � zoD NI v10 z —■ -I r1 MOJm ° n -0 -:3 IT! n ° o Z00 .9 0 ? p OC7 -I ° C7 N �,_/� 0n co cn0 _ 6 > ° c 7J 0 � m 0 > -< z �� ` oO Fz D m '*-1 xr m m Z m =c �u rn r— cn mm O O > D oi3 D zr ` 1 m 0 � Ov D0 �i ;. - > mm m m g r:_ Z < z C1) 0 En- 1, -4 m 0 = o O m = .S-,.) r mm Z m > D pz r �� \ 4` oa '< moo, r c < -1 -I -mn ��� � , ,-%o-) -< m = = 0 1 'I '= DJ m m 00 m cn 0 r m m 0 a jj a CN z -1 0 m m 2 J CD CD 2 a _. CO cn N cm CD o �q - n ` " o a = 2 o _m I-- n=—' � m Dor - ■ ' CD D J r oWm O -o1 3 0 W m m m = O r„ rn �cn -zi � oc� - P 0 zcn m c�i3mpc r - Z z m � m � o -1 zz � (1 M m -1 O � 07po 1 -I cnz 2 = moo (�^u ` �1 71 0 zzom m ooz \ -n Dr0 RI C/) > m • O -0 --1 mzr- p = 0 9 , co c -+ m m * WO `� CC zm Z =p7-< °w -1 om C moo, -bD ex CD c —� mp o_ On m o � m 0 » sZ o -1 0 "i1 m - D F N a WO D -1jo = < � \ R = 0 a =im ci co Dom2omo �� o � rn -n -G -�- o a �o -° o m oo cl 3 C -1 O = z o OD I— o m mO C7 3Jzo 0 cn O coo Er - I -0c m = -1 m z O Coco -' Wpo —I On to pry' • 2 = n D c°n ITl = Z -1 D 0 • * m 0 zcc n z c88 Cl) 1- -i . - 0 1 m m m cn o , m \ti r w > zjj� �. m m O m cc� o M D m cn , ir. Ill o * p o0 � , . .i mo 2 o = cm . - D m m v) m = mz to o03 n -z-I -1 D to -0p -1 �� C) _ � O DDD �o r I- m m Z o r — oz r moo 33 p D -G z -'' 0o c ° -I -1 807 � m rn z �., (75 C) -< d z 2 N. 2 1 N. CU CD CD - 2 at. CQ cn 4. CCI CD art a) C W = s, f D- 0 n = CC2 ti) .3 mo m r- pr rrt ^c 7 T70 m m Cz _ - o Ccn -I -1 --� Z 7 zc v m Fmo 1 p m z m O z z ' -p -1 O m o ilhHm v z m m ozz M r- 0 m cnD11..n O -0 -I m . 1 ii , p o W fz . rot ro - m _ * 0iv m -n _ = o CO Z -< w _, Z � C ,_-1 -2 D CD c _1 m p 0. m = o � m 0 » Q. o W = � 0 � -Im ci r ppm xi 0p � 0 r • m rn TI _71 —I^ \. r 3 '1 0 -o O m z -� 3 0 co = oo ° o ° (1 L - —1 -° c m = m S n 0 0p = Woo c z 0n Cn > r ° `C' 0 - v * m p zoo y a 8N cn ,- -1 n Apo 0 m > m -1 > p n 4' Irn O o m = b -.I m m cn m o � v o � JJ "0 m =O p = Cr) _ D m m CI) m < z Cl) 0WD ll m to 0 r mm z Ei Dr m pz r � o � ', D -C m m , a0 - o _ � nW I- - � m = oc � • DD -<c0 m -z-1 �` --t, z = v_ Uv _ ' an m CD z O 'a = , r E C m ca CD C.0 m a) c C ° m C. o D 0 ° co C _1 13 - _ _ o m - a. D 1- m r_ --1 .=.7. rn03 m z - m z c� 'f` cn -1 rn Cn z - --- Vim) Z n z �n --- C7 � zo D n z m ,S C 0 -1 r ■ rte- Z O o "�1 —ml ccnnm = 0 °o `., 177 O = W can F C3 zm m cw -n r ° m —1D O -0 —I _ zcn ao Orc w W � D a � m D � m Z m Z ° -1 o� zO = Dmmo > \ , �D = —I O � m = —i -< �1 S a Q. m (D m O co oO -n O cD o w � O > ° z y = — r fpm = II 73 2 r!• m r ° wz m CD _,, ,-,-TI -0 Ozzm 'I'' O K0 CcOo G` u, --I cn K = m —1 ° m 00 n "' mO �` ∎ 5. O r m0 Oz0D ^. I 5' %1 M ,— z g ° DO r � . .. -I -0C mn ° o rl 0 -n OE Om0 °v 7- -I O n Cn ° n P N _ _ =10 D DCC = HI 4, Ill Z o Z m -z-1 D J D ,=..* ..M D >-< c -, '— z Om u) r —1 X � t Cf, O ? \ ■ I W -D mz = CD _ � m ' ✓ cD» D --I � cun � O 177 z ,�,� O yJ m D mr� v i- m o * v mo ri: s D mm m m Z < z V) Ocn ▪ m _ 0 O m C') r mm Z m 37 _ p , = m r -< � m = = 0 DJ m mm � 0 rM m 7) G) D A D xi 0Z --1 _ � mz D C7 CD iv CD 3 2 .{ o CD m c� CD r r m a) = -G o v -° O co pp = 1 a' Q. a m ° — 0 E D z OC CO XI --I -a = 0 m D. �' CD D m 55 —r -I O .-. m � z mz m cn -+ -I cn D 0 z cn m z Z O mz 0 zm O M cc/r; 0 —1 Pz . -0 —1 0 c0 rn oz = 0 � CI zm m Esz � � 0 m -I > 0 0 - n 0 c m Oa r m 0 c5a = Diaz ii(C) Z m Zoo ° m = o � m = -1 ' 0. �. M V1 m Q m0 '>1 O 0 MO co- O= � Oa00o \, y =Do r m DJ m -n JD Do D rF -1 m0 -0 0 - - m = O up = -P �C\' . ° T -n .: � nymc°„ Q I cno Ozooa "T:s O �0 co Z o0 8 Q T Or Z0 0 ril OO Dmzm ' o z � Z > -< c s � m OD ` 1 � U) r- r- D 0 m 0 (C 1 0o cn � m � Up s 1 ITI m z � -I 2\ k m mm 00 > � ., _ \ rn occf) D mr N -0 °_ ° `) O Z- < zz U) 0 �n -1 m 0 Cn - --1 1, C) _ 0 O rn = r m m z Do > ■ n 0 z r *_ r xi o a -< -� co I— Em = = 0 = m m = \ % m cn C7 mm N- 7 0 D 0 mz A CD 0) co a -a iii cp 3 CQ cn o CD -n O - 0. co c cu 0 cD - -0 m- 0 m D Or k CD m m -zi -1 _ 00 � 0 zcn m cnnmoc Z O �m„ z D omz Z 0 M cn0 -1 zz _ NJ (J L • r -n z O Do D o . _1 0.) m = - zo �`� N D Zmm m 0zz -n r- u m cn D m O -nom ^ mZz O W r-- O M _{ mD m * 0 No CO Zm Z = -< w z c -1zcr n CD -1 Om --I m � co 0 m m O � m ADD O. ° ^�+ � m r 0 > N - O -n m — D cn D- 0 JD « c r jj m = oU' o ° (D m -n -n �_ m a c � xi O m W 3 � O = z C Oco = Wc0 = 0 ° om = —I m m -{ n JD 0 r cr) o O coz 673 m m z M D W D - v M � � M = gym v 0. m z o ° W °� o-I �.c 0Q � ° E_ o n ° ( a m Oz 0 -1D v�, (` D � m D zoo f. I m � IF5 cmigDV ' m . -p m Dom 7 z (q-----/ r cDnz O oD0 � m D m Ati U) c � m2D N m o � 0 0c ' Y M m =O M p = cii -�\ D m m � m = -Z-i m0 cn cn D � m 0 > 0 2 Dj O D � D � . �- r mm Z � or' r IIm pz SOD X -< m r �- c< _ -I o z DJ M 5 O -< z = o D X/ 1 D C7 CD m D 3 CQ -< o (D CD- 2 CD r r m a) 0 = -o M0 rn U �-,,cc, m 3 m z m Z CD c Cr) -1 -1 cn z ' r no zc rn Z � z ° zm 0 M n O -I r- Z `i, mO ° r V r z M 0 ° � —1 wm = o M IT o o m (/\ 0 zm m E-� ,' C D O -1 z cn L.. 0 m E D r m ZnT-` m z o c�al = O rn -1 ' �. - -I 000 -no O ° cn 0 W -� o m OD mm = a) mD /r�F nl r Uj Z CD C D --1 ° � OzZm r. 3 O 70 — 0 c) w -1 cn � 7Dm -I � .. I'l 1 T -n -1 Dmc°n - 0 17 - mOZ m ZOD �� o TI -,n 33 37DD ° • -I -0C RIn ° o - W -I mi O ' 1 —I On fncnp4' v = O Docpi D oz � pDnmc ( -,`s) D Em 7> -1nOm O ` { z to = m cn r+ i I it; � rn K -i N D m1--1 O OD ' cn 0 D z r <--* m 1-X D Om rn m I.,_ ..Z mz cn 0 ( I 0 mo O m =r m Z m > �' D 0 o > "< =1 co , *, z r r ,-< � m = zO r m cn 0 r- m Z = m Z Z -, O - D 0 Z �� \ m Z ". C • ` i CD fl) C D -< ° N ! \� CO r co -< 3 m 0 m 0 0o 00 -.`• a, a9 C -c O \ !1� E.- z C CQ :?4, _f SU 0 D Z O ao -1 ` :. — -o = o m 0 _< `_°* `, al r- m n o m E -1 g = \ . rn z � = cn -I .. zu' O irn z cn s. (,) 0 -4 P- z b,s 0 ✓ -0 2 O co rn � -zi zo 1 m o z = f` Nh-. o z m m C w (NT T � o m —I > O - —1 z cn Ord � 0 - D =1m E5 � m O 5 > _ p zz 7v1.i Z zO Ca mm D o -1 0 70 _1 --I C Q- \ 2 = OK mm o -< a rn ", Vl m T. ° DD 0000 cn o _ I- Djm ▪ mD 2 rr. rn r- cn z m 11 i 0 - cnm (�! - 3 -1 o -n DzZm V O 70 Cc0o u, -1 cn m —i °� -*J 6 rn oT -p C� U' mo ( .. 0 m mZ0 z O D .....70 -1- -0C m mco �(� (�� OT oW_ ZOm � \) t �` -1 On (non _r" �.. f, 0 cn 0�Dz,mZ • zm 2 �' o O a -< c - rZ Dm00m 0 - I W co m 0 5. mm mZUj2 \ t:. r ccnn -- CD D ?` D '�' m O 0n Z r cn o � 0 20 m _ Do m m .-< N mz (n O � %) = 0 O m = ‘ ,.� -.; r m m Z 00 > � >. D 0 Z 1- 37 0 D -< = 00 -rG � m 2 = p \� Do m m 00 -1 cn n m m CN 0 _ D m 0 a J -1O Oz -1 O z _ mz CD 03 m D -g 3 CO •`°• CD G. o = O rrt 13) c D � CO CO ap m 'v -0 = O m I-- O r* rF D T � r- o0m o 3 C) CO m • M -zI - I O C7 r ci)0 z (n m cjijmOc i Z O � z D omz 0 cn0 0 z m —< ri mm O cv�n � � `� m m = _ z D `� N m Oz = m0 I)D zm r � zz D ``-n r o M Ca D m O xj -D -+ ^cA) m 2 I- z m I * ,.„ o D Z (-5 -n Z = � ° CO 0Di C zcz D CD -1 = O 'n rn c O m m > D Q, o 70w n O) N_ D om o -1 °a� Jo N �' W s 0 _i m _— m Do m = O m O m -I n 0 zzD g 2 -° O m co 0 � O CD C -G = O O m ° p n io z c � o O DOz O r gym n� � =CO O cZ mz lO Ti -7- —I , O r'DJ m o2 Z D =+ a G n • z C D z ° ° 0 D m c ,- zn � o n -i om N D r cf.) z DJ L O o m Ill m m Cl) ° m D mw D o o m o m 0 -a � (+ m Dm� > m m cn = < z Cl) DWn O = � O D O D D r r mm Z mpr C D oz r mO0O t 7D °- > z p7 VI L3 I- -< � m = Oct DJ m m � n -< d z = . D 73 r D C7 CD fa)D3 C 3 a CO -< O CD CD CO CD r m = cu 0 � � = 0v O S. O. oz) o z c CO 0 D 33 -1 O z U r- ,, CU rm I. -_H O a �, r- y < 0 O �' o av m M =-1 - O --� r7I cci, -Z-I —. cmn n --° =•1. �, o m7, m zz _ z � o 0 � z m M cn0O -I Pzz �, m m 0 Z o 'l) , --1 ca n° z 2 0 W C ti my ° ° rn co y -n r ° m -I D o -0 -1 zcn rt, 71 00 cdo wOD � C)3 rn ,- � � m , D o (-53:> MKz ;CO° o- °O -2 =i co s� >s O. -I 00 -nWOO El o 0) D' _ � OO ° - -. C W Dom 27Dmy 3 rF ow -11 71 0 7033 O ZZN * Y,. —I C/) 2 m = ' o m -n ---1 O Dmc°„ I— U, O OzI� D 'irn'1 Tz 7°oO � . �■ � -' mrj-1) ° o o 0o Z00 -9 -n � � ° r--, --1 mm O z zm c, � n 0 pD - r',cn m m -1 Cn O I M m � 177 > D _, �Z w� =D .. n m u) O 0 > ` r(;" m D � (� u, 0 JJ r "� �_, = 0 C 1 60 2 33 D mm m m --< 93< z V) 0 v, ,T- m —I n = 0 0 m = I" mm z :3 > D 0Z 1- � r N c ° -� m r ,- � m 2 = m0 �;�; 33 m mD:i _I 0 m , r c) 0 r m Z 2 m 2 --1 0 02 z �' mz (. zo -0 CD 2 m CD D r m N cr = 5 . 0 Z C- -ICS D � cD �rt r m� r -ni0 w CD Its, JJ < mi a t 0 3 c m E =1 o m � 1 m cn -I -1 mn 0 zv, M z i Z 0 mz 0 zm - 0 cn0 —I co 0-\r m Z O 2 iv -I O z = 0 oW C _ 0 z m m W w -n r0 m "-I > O -0 I Z CA Do 00 C coO > " O D-=I m D r m O () > Jo .. Z '-ii CO Z m Z o =I o 0 iD = o mom ° Q C2. M � m CO m- O ci 5 „. —I 0 0 -T� co > m cn n D3 C/3 m Cr) = 0 53 2 �° 7° m 3 CD 0 � � Ozz '�"" s' cn —1 ccnnK = m —I �o° .. m m �O nDmc) • �. 0 r Cnp O = CJOD -mil z 77 � � ��' O o0W 200 ° O -n c --1 o n N a°,. —1 0n � cnO4' C9 rn 00 Dozen Z m c , in FzI D � Om O ZT- _ K � m -0 rnz - -I ci I— D p _cn - }� Q > ° = D OZ n CD 0 m r M 0 * 0 C) 0 _ O m D :p rr7 m � I m0 (Cn C0-J-5 --I -- I 'C1 = � M >I— nim z D 00Z 1- er- p > -< =I CO I- o = m v -‹ r = mm 0 m m D _ —I O O z -I O _ _ m z D. -0 CD as m O CO E 0 CD co CD -< r- m fD = -0 0 0, DO v me C p m C7 D z c CQ. . CU -I ° > '0 = 0 m 0 � CD r m � r_ --, o `'; '.� () opm 5 --I °- 5 n % a m � -zi -i � y f� C) z 177 z /r Z 0 mz 0 zm 0 M U) 0 --1 P z r ) 1- m z Q C° O i� r(ry -rn i wm 2 0 °o rn o0 2 0, � C' P P 0 Z MC T D 0 m -1 > O -0 -1 z OD • � o -' D = m m D E m Z ? m Z ° ° o � m = —I 070 _1 --I 0 ° Q 2 = 0. rn o rnm0 � a Q —1 00 0, a ° co c'0 Sla CO mm 20 ° a 7p 70 m 3 or% rn ° CDz M \V TI ?7 cn O -I o - 0zzm O � 7p Cc0o -- Cl) -i cn � 2 m --i 4=. / m Di ° -I JJc rnn ° o O -n o � � 0m —1 0 � co ° o? m 0 � Zmzm [J z � 0 > -� OC " J � r - > -I0Cm 0 I st r° 177 z -1 m J rn m O D D m m > z r m -I DJ 0 CI)= v o � rn - > mm m m � (h m0 Vn L5 - O _ � O F1 cn r mm IC) ii > -� X11 D m0z r =- i, 0 > = pp -< � m 2 m0 33 m mm Cl) o r m � 0 D 0 F`J 2 O z z 0 Cf m CCD w CD CD D 13 2 M. CQ y `D• CO CD CD cl = Q n �, ca 0 = = C7 = oo m D0 �. 3 ■ r m � r c�� rr- -°_ CD 0 Wm gym = 3 m (/C, -ZI --1 o c� O zcn m g3 DJ z 0 O M ) 0 --1 zz _ I ~ O-i C.1) J m 0 t> m �1 dr 4- 0 zm m ozz %'. -n r 0 m O > 0 t O xi 00 C m -z< z . rpp = r0 M -1m * 0iv XIII O z----5 D ={ p' ° CO Z m Z = -< °w 2 0C mow Q o rn OK m m > D o 70 -„ cn r0Op m -0 C g ▪ 0 m a ca o � 0 ;;- m cn 2" ■_■ — Z m -c 0 c= o O � o C W � � - --1 cn = 000 = —1 M ° p n Do 20 it Q ✓ u, o O ooz e m � z M ,Di 00 z L. TS -0 -° m = gym S z S O oW _ Woo -n n O 0 � rn Zp zmozo � 1 C_ D �= z D c -� oN 0 C!) r --I o ,••F r^ CO I CI) = m > mm m D0 � CD -h , ,ft n o ; a map t: CO -1 0 c-) 2. C -0 00 o -micmn � -` A - D m m m G0 = s N m U) -Z-1 z� a CO � o -i 0 = 0 O D D r D r J r mm Z � 0r ,l D oD _< mm0 L i� Xi C 00, L> m m o � 0) () -< z = C• G) a ao n C7 co so CD 3 _ CO -< o CD `D• ca CD E.r m m ^= 0 co DO = v Q. c C -< O = ( N C) n o Z co _ ° rn o> -` :°; CD 1- m � 1- -_Io 1-.. > 5 < o o Vs a Pr17 z m z CD cn -I -I � D -% �' 0 zv, m z O N p 0 cnz O 2 cn o -1 p z 0 <- . m m -zi 0 - NO , -I p z 2 0 o N p Dm m Cw -n r0 m '-ID • Q _ Z U) a7 0 0 C Oo 0 > - =Im M > Em Z ? -n Z0 � 0 o �CD -1 0 ° _Cj -Di0C y Q 2 = 2 C -1 � W '� _ o rn 2 -c cs O- m fA m Q% • O- 03 mm 00 > 0 - �0 70 m B r o Z ci, "'j 'o OzZm 3 O C � ^' —I ccnn0 2m -I �. rn 177 0 -1 n ymc) 13' I- cn0 OzooD m -n nz � 0 > —• -I u rnn ° o n O oW zoo ° A , o � c 0 rn o � zmzm v v > -< c I` 4 � m To rZ n -10m 0 I CO m -D CD m Z -I m r,rn D a m > o � 177 0 � DDr _ ° ° - mo m mW Z < z V) 0) can (� 1 m r mm O CD VI D 0 z r rr- 1- c 0 --I _ m (� m - � m 2 20 MI m mm ET 0 0!-- m 2 mZ W b n a 2 Oz k 2 mZ D C7 CD CU z 'a 2 = CQ -< O CD 9 cc CD r m CD = -D 0 -< W 11 M �v c C -< c)o - m Q co _c) > z z cl 2) = o m 33 0 - �. 1 cD r m � r, - 10 .-. CD D 55 < O 3 O co m _ -ri z m ccn -zi --1 tea :-,, 1 0 mcn v zz Z ^ m 0 M gO -1 Pz �J . '2 m -� O c O ( 7 -m-I 70 m 2 0 °o ITI O z �'' �► r--�. A. ;tea •c.v D ° m C w ,,,,\ ,. r ° m --I . E 0 -p -1 .��. Z U) XJ O m 0 D =1im > rm Z 5m Z ° = � c� -. ,07J _1 -1 ° ° Q -2 = rn o � m = o � ` Q' s 70 , (A m- O rn n O. p m co o D 7o CD r m m O ° D N -MO 7p 0 rF■ m mm -G � U) c -I o -0 OzZm .O m Ccpo y = Op cmi - R 1'17 -n -1 ODmcb 75. O r � p Oz13oD -I -0 C m n ° o O p Zoo - N -1 On cn oO .A 1'=17 O � Z mzm o„� FZ Dm 8m O `. 1 co mm 1'17 rn -1 CD . r > m _1 zmD 5--- 117 m O O D .- Z r c ° m 0 Ti r \\ m o , o o > m m m � \ 4\ mz V) O -1 , 1- = 0 O mD Z D pz r -- I- E ° -I = m m m mDo Q DD m m 70 "� m c) C) 1- m z 2 m O D gr.) X/ -1 O Oz -1 _ � m z CD SDCD a -a 3 CO CD `• CD cO v c Si' co C 0. m O E O 1.-D = m O -.. c D r O CD - O ° m 0 03 z E gym = = m E -1 -1 HOC) 0 z Cn m m OC / ij Z , O v Z � � I- -11 O m � — DODO m� -zi -I cn1? o 't � � m O D x7 m 0 D �' 0 zm m 02- z - -n Dr ° m C5 > m 000 C m-< z 2. 1— co = r O M -1m M * °Ov D Z m z = -< ° , _ CO z o C --1 2 6, D CD --1 O c --1 m O w tz m = o m ODD Q, o r- 03 = m 7� ocr, ° o CD m -nT -G -1- m 3 --1 0 -o O mz0 ,:'� 3 .. � p c Wpm o o = ° rn mO n DJzo 0 1- Cf 0 ° oz o -m r7 mz � cn r,c ��-• -I -0c m = -1m _ `� W z O o ,- -I � Oo � o Or .p = OO > = boa m O � z o - D -,.,. v D Fz D c ° r O r,; I I W � = m> ° = m � > O omm G... D mo = > = CD O v '.1J_ z 'V� 0 OOm o * 7j N m '0 O o = �m- LA D m m W m = Z < z Cl) 00, D C) --1 0 O -o I— mm Z = - or {- I m p - r m m 0 70 00 znCO - C -1 —1 m = O -G W DO m = --1i ,t cn C) -< - z =D 21 D Of XJ CD co C7 ffin 3 = -< Or ta cD 2 CD r r CD gj m CI O DJ = c o 3 CL o -< r D z c CQ D) r m 0 m n a) 1. CD > 5 � — < Do 5 m 3 co - mz m cn —I —1 co z _- cn o O c o i' � O m DD � -I z66 ` _ V rn oz = 0 `� v Dm m cc) -n r ° m -{ D O - z xi pry CO co —I --, m ;E! DCm O o D = m z ;CC2 z m Z ° =1 ° o ni 33 -n O c• n -1 0 -n ooDIp to n CO r CO mm � O 7) Do° zD co M r- ° v z '� CD CD -nom -� � cn O 0 Dim OZZm O 0 CcOo v, —1 cn � m- I -°P ET 0 C °m m - Dm a• O r � o Oz °° a o Ci n Z ° O O° W o o Or v —1 n n V) ° n ' co O a M ° � -I 0 - Fon D m DJ rz Dom 0 co r -I X; co st (n rr, 73 Dm P1z --Iicn = D 71 D a i Ir m o .m D , r Cl`p v DD = D m ._ m -< Z < z V) On — m --1 — > - i) — ' r 1— mm O mD m oz r .r G . -< � m 2 ma � � r io m mm V 0 z _ mz (, � D -1 D c-� ` ' 1,. -I z z . mz D C1 CD CD 3 :Ill CO 2 '-, -< r0 CD cD g CD r -< 0 m a' 0 /= c0 - N C 0 s, su c- n z Z CO 11116. XI _Q �— --I 0 D CD r!■ "O 2 0 m n I— m � r, -1p _ n a______ a D Ti � < O '► 0 ca -I o O N rn ccn -zi =1 ccn z 0 z m z Z O mz 0 zm M cn0 -I 1- z `>� 0 O _ p cO r- mz ON rn -1-I ccnn m =0 °o .- -�- M O z M ' 0 Dm m Co W -n r0 m -ID O m -1 _ ZU) 41. 1 00 W coO > ' 0 D-_Im EDrm Z m Zo : o c�cco 20 CDmmp D = Oc '— --i ° oo CL c Q --I 00 -n ooDm !O/� o W D -I � o0o y o CO mm XiDOD 3 DJ 2 m 3 m r o0) z CD CD -I 00 71 o OZZm .. p O 0 CcONO -I cn � 73 Fri -I5:2 ,. = 00 ocipmo % -a. 0 r m0 OzOD � T3 _n -n M JJDZ° v 0• 2 O ii W Z 0 0 'n 0 r - I n mp N -I O Cn �' z z m 0 m m z -o -I O 0 0 D -< c D * Z JJO � co- r- —1 D � Om 0 I r- -ow m ' 5 -0 m m m --ICn = �—y r cDn D 1 � D �! rn zm O OD (/) PCCI) D m � M 0 * 0 C° 0 13 r 2 _ 33 > m m m � Z < z Cl) 0U) - m -I 0 m0 O m = l- mm Z < 7orD D z r * r- 0O D = CO= m a r cc - -‹ � m 2 = 0 m m m Do 0 i- m 0 m O n D xi O O Z --I O 2 _ m z CD Q) C D CCI -< ° r r CD CD -< 0m (D v 7, 0 C1:11 ^ O. o D ,f7 Z T -I o --I C )4 "0 -I CD 1- o _ m CO Z - m z C ' ( a CJ) —I -I > - O m � 0 zz ' Z n 0 M opzo p. z • r- 2 c O MZ O rrn DJ -I -' zo m oz = P . 0 z m cw -n r- 0 m -I > �� • ) 703 oo C, 00 > 5 r- m o � -AN D =1m � DCrn p c5 > 33 z ico Z � -n Z 0 -1 0 0 z 0 C D m o D M oc rn = o - 0 WOO 1w 0 N rnX Dj r 0 c \V m n cn m \0 -o O O mlC zz N 0 C 0 o N -1 cn m -I 6' —I M -n -1 n D m cD �) 'a. 0 r mo OzOn crl � ri 7° 0 O o0W Zoo ° \ m O E -j N m 0 z . Z -0 -Ip D Fz D -1nm DJ O M -p m Z —I f�D l ''- m m O o > �D °rT1 ,, D z r M o * 0 ccnr ----k 6---' = 0 0 co — > mm m DJ - Z < z U) 0) c75 - M 0 W CT) —I - _ 0 O m = r mm z JD > i i M pz r- Ei D D -< = m tC) -< � m = zp 33 " ' �rn MI' (7) n r m o > DD n xi a C1-)oz F ---1 z -- _ z m D C7 CD CD C CO z O 'a 3 = r r m O to 0 0 -< m = /� 03 C 0 ■5 N ii. n D zOc C -I 'v = o m 0 � �. I— m 1- -1 o ._« CD D 5 < 70 0 (J O wm = o m m --II -II ( D CD C' - m __ z Z O �mmz 0 zm O M � 0 -I c 0 l . � - O 1"' mz 01v .. --I-I mm = G) o m oz = - w 0 zm m cW 4, 1 � o m --ID o -0 -1 .-, zcn o = m m Dim m O (5 D 70 Z iiCC2 z „ Zo =IC o C m n -� M ° c m = o � �- 0- 2- cnm- o • �. - 0 -T1wDm in o !.0 r m m = O c D .. m m - � � Z CD `V � w Ozz 0 0 Cc17N —1 ci' K = m —I -p t m m a m mzo MzOD r 0 TI -rr1 7JD ° �■ 70 0 --1 'o c m n ° o O pal ZOm .9 T —I w -I 0n V) Q) 0 rn o � z ° zp ' Ci - m p > - c V) rr- -1 Xi Xi cn O 1 CO CD � m � � s' -� m m m Z vi = CD --\--, ✓ cDi' D 0 - --I o r D o r mm D z m o m * wo ? > mv m m -< Z < z V) 0? En - M —I c7 = 0 O m = I- mm z 70 > D0 z I- r 37 o D -< -� w - � m= m0 Di i m m m 0 m z = mz o D x' n a7 o0 z _ � mz an XI CD C n -< ° -a = CO m CD CD r cn r m cD = -p -< co o m �v C ,_ Con --- � Q. D z ° co cy CD -{ (`� -1 n a CD • r-r I- _ � m � o CD m � � r 3 D � � < o o G. O cz - mz N --.cu m cn —I —I u' z " / z O m cn 0 z rn M � 0 -1 co c/-\. • r- -0 -H O 0 • ml- U) m 2 Oo ND GJ �_ Z w 0 > mo m cW -n r0 m -Ia 0 -0 -I z V) = 0W Oa OD o a P:, m S - � m m n � rn Z M Zoo c� -I 070 -I 00 Q "c' = Oc m -1 -, W a. s m ,, -n cn m 0 .,... al �. Q. W oO m CO �i n Alho �, O � o °-z s N r i m � 70 m a ` 3 gm+ F" r 0 (p Z CD MO I. -I 0 -0 OZZm a. M ° p C) * Q 1- mo Ozon _ v-0 i -n 'rnz � � a0 • 1 —I � c mn0a O oW ZOO . —1 On f! o0 _ ={ o xz, 0cDo RI 0 Z crl -Im0 �, ; — Om I- z > l O c � m � st i Il -mm l Z CDD m• T m O O n W m D z r \J\ DD rn oo * v ? 0 xi mO m m -WG ,! Z- < z w G) Cn - mo r mm O M _ n D oz r . � F r DZI E < � m -< � m = = 0 m mm cn 0 r0- m 33 o D n xi o0 z E. -1 0 / _ - J mz nn a' CD z 3 � � CD cQ CD M cc CL CO ° a CO o -• c_ D O z cm CD -0 = o m o C r m r _I O ._. a � � < 70 a N C 3 ) co m = °- r m cn -zi �m,, a 0 mz 0 zn 0 M c(r) O -1 P z U' -0 -i p c o ! -• ... r z m Iv c) - a° ° —I cn m 2 O o zz w v ° m t m r ° m --1 > 0 -0 —1 �� z V) m r- W co - D ° m Im E > C m Z o o a m Z -7 o -1 ODo _1 -i ° ° C 2 = = o ° m = _, co 0 s -mI 00 m o o33 CD 0 � -� ° co co = �0 p ° ° °— ° � m 2om �CD CD- m 0 C c ,0 U v, M -n -1 C7Dm ° 2. O at 0 r w (3- O z w D ° g. z -n -- • E 77 Do ° ^� n —1 C m n ° o ♦+ 0 moo � OOV —1 On cn ° nN P=17= 0 � Zmzm 9 0 � m 0D -< c c) - Fz > -° 0 m 0 ra (J) r- -I 2 c .•a ., I 0o ow m 7• --1 V � mm 1i7z � -1 1 , 1— cDD �I -ICCA m m � o D r" z r-- (n o cn 0 rr- m o * 0 cn o ? ?0 > m m m � C mz U) 0 � 1 Cam') = a --iicn O 0 m = • I— m m Z Ji > D pZ I— �r ,; -i - ▪ m = = 0 I D3 T m Do c7, C) 1- m z 2 m o D > 1 ;, 2 -10 f -10Zj 1 `- m z �` 1 / =1 Z C D D C7 CD 0) N = CO N m CM CD m m = -o 0 0 = = C v Fo = -<°' 00 C Q c n z °c co y su r- mK m -iO CD 0 m m = o = rn z y� o zcn m Z c ` m 0 2 S 0 O 1— m z o N I\ \) ..'v\ m ± -1 --i Z o a —I I O m = L7 0) , , 0 Z m rn co W "� 1--n a m -1 D , \ 0 o o0 c > \I- O D- m E D - m 0 Z 5 > Z o o -" D m > g CD I=77 OC m = 0 - a. Ct. op T0 o D 1OO . Aao co = O D o z = _- M 70 r- o z �:� m �D –I � � OzZm O Sao CcONO f77 m -1 C7U' m ° L * O o z �. -0 c m n o 0 o ? Z00 � –I On � o8 "' 177 00 . mzm 0 Z Z3 -1p �` D F. m D -loom O ` \ 1 m -0 1'77 Z -1 CD rC/) D _- - , m O Zz 1- 03 w > o = °v - W s > mm m m -0°< Z < z in G) cn N - m -1 11 C) _ G) 0 m = 1- mm Z J3 D D0 13 Z 1— * 1= r c --1 = m -< � m = m0 U m m n m Cl) 0 r- m st, 0 _ m0 C . C. D D xi o0 E _- � m