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Backup Document 06/28/2022 Item #16A 7 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 116h 7 TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no Inter than Monday preceding the Board meeting. **NEW** ROUTING SLIP Complete routing lines#1 through#2 as appropriate for additional signatures,dales,and/or information needed. If the document is already complete with the exception of the Chairman's signature,draw a line through routing lines 41 through#2,complete the checklist,and forward to the County Attorney Office. Route to Addressee(s) (List in routing order) Office Initials Date 1. 2. 3. County Attorney Office County Attorney Office ,\ e 4. BCC Office Board of County Commissioners t 6 43 I) 7/2/12 Z 5. Minutes and Records Clerk of Court's Office j 202�- 1:1apm PRIMARY CONTACT INFORMATION 7 Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the addressees above,may need to contact staff for additional or missing information. Name of Primary Staff Lucia S.Martin Phone Number x-2279 Contact/ Department Agenda Date Item was 6/28/2022 Agenda Item Number 16.A.7 Approved by the BCC Type of Document Bond,Maintenance Agreement Number of Original 2 Attached Documents Attached PO number or account number if document is to be recorded INSTRUCTIONS & CHECKLIST Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A (Not appropriate. (Initial) Applicable) 1. Does the document require the chairman's original signature? LM 2. Does the document need to be sent to another agency for additional signatures? If yes, N/A provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet. 3. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman,with the exception of most letters,must be reviewed and signed by the Office of the County Attorney. LM 4. All handwritten strike-through and revisions have been initialed by the County Attorney's N/A Office and all other parties except the BCC Chairman and the Clerk to the Board 5. The Chairman's signature line date has been entered as the date of BCC approval of the LM document or the final negotiated contract date whichever is applicable. 6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's LM signature and initials are required. 7. In most cases(some contracts are an exception),the original document and this routing slip should be provided to the County Attorney Office at the time the item is input into SIRE. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! 8. The document was approved by the BCC on 6/28/2022 and all changes made during . the meeting have been incorporated in the attached document. The County b o Attorney's Office has reviewed the changes,if applicable. 9. Initials of attorney verifying that the attached document is the version approved by the BCC,all changes directed by the BCC have been made,and the document is ready for the me Chairman's stature. I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12 16A 7 CONSTRUCTION AND MAINTENANCE AGREEMENT FOR SUBDIVISON IMPROVEMENTS THIS CONSTRUCTION AND MAINTENANCE AGREEMENT FOR SUBDIVISION IMPROVEMENTS entered into this end day of June , 20 22 between Lennar Homes,LLC hereinafter referred to as"Developer", and Board of County Commissioners of Collier County, Florida, hereinafter referred to as the"Board". RECITALS: A. Developer has, simultaneously with the delivery of this Agreement, applied for the approval by the Board of certain plat of a subdivision to be known as: National Golf and Country Club at Ave Maria,Phase 4 B. Chapter 4 and 10 of the Collier County Land Development Code required the Developer to post appropriate guarantees for the construction of the improvements required by said subdivision regulations, said guarantees to be incorporated in a bonded agreement for the construction of the required improvements. NOW, THEREFORE, in consideration of the foregoing premises and mutual covenants hereinafter set forth, Developer and the Board do hereby covenant and agree as follows: 1. Developer will cause to be constructed: Roadways, storm drainage and utility infrastructure within 36 months from the date of approval said subdivision plat, said improvements hereinafter referred to as the required improvements. 2. Developer herewith tenders its subdivision performance security (attached hereto as Exhibit "A" and by reference made a part hereof) in the amount of$3,669,098.32 which amount represents 10% of the total contract cost to complete the construction plus 100% of the estimated cost of to complete the required improvements at the date of this Agreement. 3. In the event of default by the Developer or failure of the Developer to complete such improvements within the time required by the Land Development Code, Collier County, may call upon the subdivision performance security to insure satisfactory completion of the required improvements. 4. The required improvements shall not be considered complete until a statement of substantial completion by Developer's engineer along with the final project records have been furnished to be reviewed and approved by the County Manager or his designee for compliance with the Collier County Land Development Code. 5. The County Manager or designee shall, within sixty (60) days of receipt of the statement of substantial completion, either: a) notify the Developer in writing of his preliminary approval of the improvements; or b) notify the Developer in writing of his refusal to approve improvements, therewith specifying those conditions which the Developer must fulfill in order to obtain the County Manager's approval of the improvements. However, in no event shall the County Manager or designee refuse preliminary approval of the improvements if they are in fact constructed and submitted for approval in accordance with the requirements of this Agreement. 6. The Developer shall maintain all required improvements for a minimum period of one year after preliminary approval by the County Manager or his designee.After the one-year maintenance period by the Developer has terminated, the Developer shall petition the County Manager or designee to inspect the required improvements. The County Manager or designee shall inspect the improvements and, if found to be still in compliance with the Land Development Code as reflected by final approval by the Board, the Board shall release the remaining 10% of the subdivision performance security. The Developer's responsibility for maintenance of the required improvements shall continue unless or until the Board accepts maintenance responsibility for and by the County. 7. Six (6) months after the execution of this Agreement and once within every six (6) months thereafter the Developer may request the County Manager or designee to reduce the dollar amount of the subdivision 11/23/2021 Page 1 of 2 1 6 A 7 performance security on the basis of work complete, Each request for a reduction in the dollar amount of the subdivision performance security shall be accompanied by a statement of substantial completion by the Developer's engineer together with the project records necessary for review by the County Manager or designee. The County Manager or designee may grant the request for a reduction in the amount of the subdivision performance security for the improvements completed as of the date of the request. 8. In the event the Developer shall fail or neglect to fulfill its obligations under this Agreement, upon certification of such failure, the County Manager or designee may call upon the subdivision performance security to secure satisfactory completion, repair and maintenance of the required improvements. The Board shall have the right to construct and maintain, or cause to he constructed or maintained, pursuant to public advertisement and receipt and acceptance of bids, the improvements required herein. The Developer, as principal under the subdivision performance security, shall be liable to pay and to indemnify the Board, upon completion of such construction, the final total cost to the Board thereof, including, but not limited to, engineering, legal and contingent costs, together with any damages, either direct or consequential, which the Board may sustain on account of the failure of the Developer to fulfill all of the provisions of this Agreement. 9. All of the terms, covenants and conditions herein contained are and shall be binding upon the Developer and the respective successors and assigns of the Developer. IN WITNESS WHEREOF, the Board and the Developer have caused this Agreement to be executed by their duly authorized representatives this end day of June , 20 22 . SIGNED IN THE PRESENCE OF: (Name of Entity)Lennar Homes, LLC a Florida limited liability company Witness: V By: Darin MCMurray, Vice President Printed Name: i� �� S Witness: Printed Name/Title (President,VP,or CEO) (Provide Proper Evidence of Authority) Printed Na .: ,..31110‘. I 691\M— ATTEST: CRYSTAL K.KINZEL, CLERK BOARD OF ScpUNTY COMMISSIONERS • L ni' COUNTY,r RI ... w Deputy Clerk • 'u' ,• '` WI. tam L. McDaniel, Jr, „ Appr edastoform`--and le•7) 0) C ,,Irma* _ J b.. Derek D4 Perry ,t1A...../y, Assistant County Attarney 11/23/2021 Page 2 of 2 16A 7 Exhibit "A" Performance Security FIDELITY GUARANTY AND ACCEPTANCE CORP . i�r,r • r5505 BLUE LAGOON DRIVE, 7TH FLOO.R, W.- MIAMI FLORIDA ,33126. r PHONE ( 305 ) 553 .8,724,,,T) �., rc!,c,cir, IRREVOCABLE STANDBY LETTER OF CREDIT NO.FGAC-22368 ND ACCEP1'.i.ICZ ISSUER: ',.;,. ' 'c::` FIDELITY GUARANTY AND ACCEPTANCE-CORP.(HEREINAFTER"ISSUER") ;v:, .t , 5505 BLUE LAGOON DRIVE,7TH FLOOR WEST <r ., r.::d, ar r: MIAMI,FLORIDA 33126 PHONE(786)257-4353 DATE OF ISSUE: JUNE 28,2022 PLACE OF EXPIRY: AT ISSUER'S COUNTERS LOCATED AT 5505 BLUE LAGOON DRIVE, 7TH FLOOR WEST,MIAMI,FLORIDA 33126 DATE OF EXPIRY: THIS CREDIT SHALL BE VALID UNTIL JUNE 28,2023,AND SHALL THEREAFTER BE AUTOMATICALLY RENEWED FOR SUCCESSIVE ONE-YEAR PERIODS ON THE ANNIVERSARY OF THE ISSUE UNLESS AT LEAST SIXTY(60)DAYS PRIOR TO ANY SUCH ANNIVERSARY DATE, THE ISSUER NOTIFIES THE BENEFICIARY' IN "' WRITING BY REGISTERED MAIL THAT THE ISSUER ELECTS NOT TO RENEW THIS APPLICANT: LENNAR HOMES,LLC(HEREINAFTER"DEVELOPER"),, 10481 BEN C PRATT SIX MILE CYPRESS PARKWAY r. .. FORT MYERS,FLORIDA 33966 e' _ .;AF;,,, :A,ID , ' ; CORP i'' " THE BOARD OF COUNTY COMMISSIONERS,COLLIER COUNTY,FLORIDA •.E; ,(, (HEREINAFTER"BENEFICIARY") C/O GROWTH MANAGEMENT DEPARTMENT. 2800 NORTH HORSESHOE DRIVE. ;.r,;..• /r r:• ,,r. t.rr GI,.,a. LES , .,,"t •. - ,:. _NAP e FL 34104 ._..! " "[ ,T ,... . ,-` GACC t ',t •:Y:�,' .. • •'i{.,,,� Jtt F- r UP TO AN AGGREGATE AMOUNT OF$3 669 098.32 THREE MILLION SIX HUNDRED SIXTY-NINE THOUSAND NINETY-EIGHT AND 32/100 US DOLLARS) Lirr „R A,N .r.,.c:G:,>• INFRASTRUCTURE CONSTRUCTION:iu•,!:ANr',.ro'CCcP'A,Jr'EGODPILLUr OW\ COUP PROJECTNAME: THE -NATIONAL GOLF :AND:COUNTRY,'CLUB AT SAVE MARIA, r PHASE 4 ..E DD I- JELl7_. GU:\r?,� ."."-.P'ri ,_c EPI-AiJC E ,... CREDIT AVAILABLE ` i stir" < ._.....0. ,:JF�i' i rt n;r WITH: ISSUER` , .,�..,. . _, ,, ,. . A Y:f. aN.;t AND dI: r.P -Nv-CORP'FICEI _r(r ,. •_.�Ur.r' BYt PAYMENT AGAINST' DOCUMENTS DETAILED HEREIN AND BENEFICIARY'S`" ',FUE DRAFTS AT SIGHT DRAWN ON THE ISSUER.. , DOCUMENTS REQUIRED: AVAILABLE BY BENEFICIARY'S DRAFT(S) AT SIGHT,DRAWN ON THE ISSUER , F i AND PRESENTED AT PLACE OF EXPIRY ACCOMPANIED BY BENEFICIARY'S STATEMENT PURPORTEDLY, MANUALLY SIGNED AND DATED BY THE COUNTY MANAGER,OR HIS DESIGNEE,CERTIFYING THAT: A `"(I)`DEVELOPER HAS FAILED TO CONSTRUCT AND/OR MAINTAIN TIRE IMPROVEMENTS ASSOCIATED"'f =of. f; WITH THAT CERTAIN PLAT OF A SUBDIVISION KNOWN AS THE NATIONAL GOLF AND COUNTRY CLUB <-' F) ,,. AT AVE"MARIA,PHASE 4 AS REQUIRED BY COLLIER COUNTY ORDINANCES AND RESOLUTIONS(THE.'1'... T "LAND DEVELOPMENT,>REGULATIONS"); II DEVELOPER HAS BEEN GIVEN WRITTEN NOTI DESCRIBING THE EVENT OR CONDITION OF SUCH DEFAULT IN REASONABLE DETAIL BY CERTIEIEp MAIL, RETURN RECEIPT REQUESTED; AND (III) THE DEFAULT HAS NOT BEEN CURED WITHIN THE , '•' CURE PERIOD PROVIDED FOR THEREIN,IF ANY."; +v;, OR B. "A FINAL INSPECTION OF THE IMPROVEMENTS FOR THE NATIONAL GOLF AND COUNTRY CLUB AT AVE MARIA, PHASE 4 AS REQUIRED BY COLLIER COUNTY ORDINANCES.AND RESOLUTIONS (THE I If "LAND DEVELOPMENT REGULATIONS") SATISFACTORY TO COLLIER COUNTY HAS NOT BEEN PERFORMED PRIOR TO THE DATE OF EXPIRY,AND A SATISFACTORY ALTERNATIVE PERFORMANCE SECURITY HAS NOT BEEN PROVIDED TO AND ACCEPTED BY THE BENEFICIARY." A Fli:)k It fli'(' FIDELITY. GU,ARANTY AND ACCEPTANCE, C;©=RFPr. AN..1 7 ,•: r,_,, !.a,: ,,., „ 5505 BLUE .LAG 0.O%N ".D RAN E ,; 7 T H 'FLOOR W : .,(..I " ..-(, , Tv, )A::C• ; r-, " M:IAMI , FL<,OR.IDA 3:3 126 I --,,,:,,A, ArL Er.,, _ ;:11 ,, It, 1 PHONE. .('-3 0 5 ) 55 3 - 8.7 2 4 t, ,F c:;tr,'FIDE1, (..,- 1-(.Y.. - ;r.-" - ' , -'.•. ,C'F.i- Fll,.,i_t :3U.',R. 1" ,."1 C,L_o' , .r. I [_!;,.. �... .,;N:' I ).:1a,F, 1: p'i_E(..,J n rapti• :1 i. :. (..c. E.(,):: THIS IS AN INTEGRAL PART OF LETTER OF CREDIT NO.FGAC-22368 PAdE 2" DRAFT(S) DRAWN UNDER THIS LETTER OF CREDIT SHALL BE MARKED: "DRAWN UNDER FIDELITY • GUARANTY AND ACCEPTANCE CORP. CREDIT NO. FGAC-22368, DATED JUNE 28, 2022" AND MUST BE ACCOMPANIED BY THIS ORIGINAL LETTER OF CREDIT,AND ALL ORIGINAL AMENDMENTS,IF ANY,FOR PROPER ENDORSEMENT. THIS LETTER OF CREDIT SETS FORTH IN FULL THE TERMS OF THE ISSUER'S UNDERTAKING,'AND SUCH 'UNDERTAKING SHALL NOT IN ANY WAY BE MODIFIED, AMENDED, OR AMPLIFIED BY REFERENCE TO ANY DOCUMENT,INSTRUMENT,OR AGREEMENT REFERENCED TO HEREIN OR•IN WHICH THIS LETTER OF CREDIT RELATES,AND ANY SUCH REFERENCE SHALL NOT BE DEEMED TO INCORPORATE HEREIN BY REFERENCE ANY DOCUMENT,INSTRUMENT OR AGREEMENT. ISSUER HEREBY ENGAGES WITH BENEFICIARY THAT DRAFT(S) DRAWN UNDER AND IN COMPLIANCE WITH THE TERMS AND CONDITIONS OF THIS CREDIT WILL BE DULY HONORED BY ISSUER IF PRESENTED "''' WITHIN THE VALIDITY OF THIS CREDIT TOGETHER WITH THE DOCUMENTS REQUIRED HEREIN AT THE PLACE OF EXPIRY PRIOR TO 4:00 P.M.EST.ON OR PRIOR TO THEDATE OF EXPIRY.PRESENTATIONS MAY BE MADE BY CERTIFIED OR REGISTERED MAIL,RETURN RECEIPT REQUESTED OR BY FEDERAL EXPRESS 1• OR ANY OTHER NATIONALLY RECOGNIZED COURIER COMPANY. THIS CREDIT IS SUBJECT TO THE UNIFORM CUSTOMS AND PRACTICE FOR DOCUMENTARY CREDITS(2007 REVISION)INTERNATIONAL CHAMBER OF COMMERCE PUBLICATION NO.600. ii+1 I r , FIDELITY GUARANTY AND ACCEPTANCE-CORP. A 1. '.0',,' IC)i:,. .P I L C ;S Gi E. r lr ✓e F r•; r: )Exf . 1-1‘. ' ' ,L,' ' ''''' • tL-,-„‘„, ‘, -1,u4,...,,...,y-_::,.. ,,,.,...-''T,',,K-2:-C,,F1P -II)ai..ir'i.,..;',,',.',,,:‘ ApV:...\c•x;rP,A.*()E,007,1' . .' , -, %.,, ":'1/4.'Jr,r,,3C),W ' ,, JACQUELI DE SOUZA,VIE PRESIDENT ,.- C :+', .'„ ,..-cr -DE„ .,F; „'' •,,,._f i.0 ?t i,.i-r7'."t "' �C -'t t .c ,!CE C;,.,iP f i-3t:a I I GI'At , 'ID r ,C.:r .., f ,. .i- yi ii ,....,, .�.,,r •:;.,: -`'r�.f'D, ,..�.,I? f :,rk_ ,1iI: ", ..;�• P �.(:t:1 •'. •��' " Ir;'_ tb Gu,ia , Y ",rIF) ..CI...ii (.t F)CI,:-1 UEl.FF„GI i.,,..,. . ,C:".:L : sr.:;(.tc 1'1 i::-lr . .F.:.J_.. i.;1'2 CLc-F,Tl:'.. ..,7i., . ,s, .- , . t:htL`• f.,..C.= -,.L ,I , ,.(r, :.,:C: 1:1..: ..... :L, _.,., I:,,:„1 .,. 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BROCK, CLERK OF THE CIRCUIT COURT, COLLIER COUNTY FLORIDA REC S18.50 CERTIFICATE OF ASSISTANT SECRETARY OF LENNAR HOMES, LLC AUGUST 29,2016 1, Grace Santaella, a duly elected, qualified and acting Assistant Secretary of I_,ennar Homes,LLC,a Florida limited liability company(the"Company"),hereby certify that: 2. DARIN MCMURRAY is a duly elected Vice President of the Company, serving continuously in such capacity since his election on July 23,2001. 3. The following resolutions were duly adopted by U.S. Home Corporation, a Delaware corporation, as the Managing Member of the Company on November 30, 2006, have not been amended or rescinded,and retnaif:zritutt- o cjciapd effect: RESOLV(_I~ . ' that all subcliii-slnn development agreements, subco ractor--agreements, bond\aleements, utility agreements, pt rmattin-- pglicahons, chase\and\sale contracts, lease agrcertentsx; ,_ it gage..st tgclttding! satisfactions, releases and!assiifinien of�juosrtga .e,s,' ttcl e' and satisfactions of judgment raft�,d` aiaj. an d all olher,,ixi truments and documents i -ee�nnectton with development :,�' ,homebuilding operations net,$wry in or whichtn lio usiness of the Company, shall\' .' ecuted and ackn' w.►�dgert/ n behalf of the Company by the, (0:it Executive Ofi r/ President, Chief Operating Officer or rtyj t P icreot tfie Company and the execution and delivery of an. tCdbeutnents by such officer shall be considered evidence of the Company's approval of the specific transaction and of the authority of such officer to execute, acknowledge and deliver such papers in connection therewith. RESOLVED, that the Chief Executive Officer, President, Chief Operating Officer and Vice Presidents of the Company, and each of them, be, and each hereby is, authorized, empowered and directed to take all such further action and to execute and deliver all such further agreements, instruments and other documents in the name and on behalf of the Company, and to pay any and all such expenses and taxes, as in such officer's or officers' sole and absolute judgment shall be deemed to be necessary, proper or advisable in order to fully carry out the intent and accomplish the purposes of the foregoing resolutions, and each of them, and the transactions contemplated thereby; RESOLVED, that the taking of any action or the execution and delivery of any document authorized by the foregoing 16A 7 Exhibit "C" Opinion of Probable Cost 1 6 A 7 1 of 1 Project: The National Golf and Country Club at Ave Maria Phase 4 PPL P E N I N S U L A Task: Engineer's OPC for Bonding E N G I N E E R I N C 4 Prepared By: KD Date: 4/18/2022 Checked B Date: CONTINGENCY Calculation Summary SUB-TOTAL PERCENT DOLLAR TOTAL EARTHWORK $ 93,650.50 $ - $ 93,650.50 PAVING $ 899,984.23 $ - $ 899,984.23 DRAINAGE $ 181,322.00 $ - $ 181,322.00 LANDSCAPE AND LIGHTING $ 146,000.00 $ - $ 146,000.00 POTABLE WATER $ 537,815.60 $ - $ 537,815.60 SANITARY SEWER $ 958,219.90 $ - $ 958,219.90 IRRIGATION $ 518,551.70 $ - $ 518,551.70 TOTAL $ 3,335,543.93 $ - $ 3,335,543.93 EARTHWORK,PAVING,DRAINAGE,LANDSCAPE AND LIGHTING: TOTAL O.P.C.= $ 1,320,956.73 POTABLE WATER,SANITARY SEWER,IRRIGATION: TOTAL O.P.C.= $ 2,014,587.20 TOTAL $ $ 3,335,543.93 10%Maintenance = 333,554.39 Bond Total $ 3,669,098.32 NOTES: 1) This Opinion of Probable Cost shall be used for Bonding Only. 2) All costs provided in this OPC are based on recent contract prices,or the Engineers'latest known unit costs.These costs cannot be guaranteed at this time due to unpredictable and uncontrollable increases in the cost of concrete,petroleum,or the availability of materials and labor. ,,ss`.p T748S'., Digitally signed by Carl Thrushman ;`‘Q'i`C E NS .(���, ReasomThis item hat been v,.. C`9�; digitallysigned and sealed by Carl f No.86499 %%*= Thrushman on the date adjacent * .7 to the seal.Printed copies of this document are not considered -o••. STATE OF o, signed and sealed and the '5,�'•• P '�` signature must be verified on any Ff:f,�OR10,::G`s,� electronic copies. ,'S'/O /ONALF-N,o` 0ate:2021.05.3115:46:07-04'00' Carl Thrushman,P.E. FL Registration#86499 Peninsula Engineering Certificate of Authorization#28275 \\nap-fs01\PenEng\Active_Projects\P-LENN-019\001_National-Ph4-PPL\Submittals\County\Plat Recording\Working\Draft Bonding Calc.xlsx ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 1 6 A f TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later than Monday preceding the Board meeting. **NEW**ROUTING SLIP Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. if the document is already complete with the exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attorney Office. Route to Addressee(s) (List in routing order) Office Initials Date 1. 2. 3. County Attorney Office County Attorney Office 00 P 1-7.012-1- 4. BCC Office Board of County M Commissioners (dlitt)/ tow 7/2//7 Z 5. Minutes and Records Clerk of Court's Office 0112enY 14911M PRIMARY CONTACT INFORMATION Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the addressees above,may need to contact staff for additional or missing information. Name of Primary Staff Lucia S. Martin Phone Number x-2279 Contact/ Department Agenda Date Item was 6/28/2022 Agenda Item Number 16.A.7 Approved by the BCC Type of Document Plat Number of Original 1 Attached Documents Attached PO number or account number if document is to be recorded INSTRUCTIONS & CHECKLIST Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A (Not appropriate. (Initial) Applicable) Does the document require the chairman's original signature? LM 2. Does the document need to be sent to another agency for additional signatures? If yes, N/A provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet. 3. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman,with the exception of most letters,must be reviewed and signed by the Office of the County Attorney. LM 4. All handwritten strike-through and revisions have been initialed by the County Attorney's N/A Office and all other parties except the BCC Chairman and the Clerk to the Board 5. The Chairman's signature line date has been entered as the date of BCC approval of the LM document or the final negotiated contract date whichever is applicable. 6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's LM signature and initials are required. 7. In most cases(some contracts are an exception),the original document and this routing slip should be provided to the County Attorney Office at the time the item is input into SIRE. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! 8. The document was approved by the BCC on 6/28/2022 and all changes made during the meeting have been incorporated in the attached document. The County coo Attorney's Office has reviewed the changes,if applicable. 9. Initials of attorney verifying that the attached document is the version approved by the BCC,all changes directed by the BCC have been made,and the document is ready for the (O Or - • Chairman's signature. 1/ `e,,� I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12 16A 7 Co rer County 2800 North Horseshoe Drive Naples, Florida 34104 Growth Management Department 239-252-2400 Application for Plat Recording (PR) LDC Section 10.02.04 F. Chapter 5 G. of the Administrative Code n PP! !CANT CONTACT INFORMATION Name of Owner: Lennar Homes, LLC Name of Applicant if different than owner: Address: 10481 Six Mile Cypress Parkway City: Fort Myers State: FL ZIP: 33966 Telephone: 239-278-1177 Cell: Fax: E-Mail Address: Darin.MCMurray@lennar.com Name of Agent: Carl Thrushman, PE Firm: Peninsula Engineering Address: 2600 Golden Gate Parkway City: Naples State: FL ZIP: 34105 Telephone: 239-403-6700 Cell: Fax: E-Mail Address: cthrushman@pen-eng.com GENERAL INFORMATION Original PPL/PPLA/FP/AR#: PL20220000047 Original Name: National Golf and Country Club at Ave Maria, Phase 4 PPL "IRONIC SUBMITTA :MENT CHECKLIST At time of submittal, the checklist is to be completed and submitted with the application packet. See Chapter 5 of the Administrative Code for submittal requirements. Incomplete submittals will not be accepted. If Requirements for Review Required Applicable Completed Application (Download Current Form from County Website) 1 Construction and Maintenance Agreement Fri Performance Bond with Opinion of Probable Cost 0✓ Original Mylar of the Final Subdivision Plat 1 PL20220004700 REV 1 The National Golf and Country Club at Ave Maria Phase 4 (PR) Begin: 7/7/2022 End: 2/7/2022 Page 1 of 3 1 6 A 7 Co Wer County 2800 North Horseshoe Drive Naples, Florida 34104 Growth Management Department 239-252-2400 ELECTRONIC SUBMITTAL REQUIREMENT Ct'-CKLIST (Con't) Requirements for Review Required if Applicable Surveyor's certification that the Mylar contains no revision from the most 1 recent version of the Final Subdivision Plat approved by the Board of County Commissioners Original Title of Opinion from an Attorney licensed to practice in the State of 1 Florida no more than 30 days old Joiner and Consent of Mortgagee r- Property Ownership Disclosure Form 1 Documentations of any dedications, grants, conveyances, easements, consents (including mortgagee consents), reservations, covenants, or other 0 like instruments to be recorded simultaneously with the Final Plat Homeowner Association Documents All submittal documents in PDF format including Mylar of Plat and include 1 Plat in Auto Cad Format in State Plane Coordinates email to cad- submittals@coliiercountyfl.gov Collier County Clerk of Courts FEES Check made payable to the Collier County Clerk of Courts for the following: • $30.00 for first sheet of the Plat and $15.00 for each additional Mylar sheet. (8 pages) • Mortgagees Consent and Home Owner Association Documents are$10.00 for the first page and $8.50 for each additional page. TOTAL AMOUNT OF CHECK $ 135.00 _INKS Online Payment Guide can be located: Here Completed application may be submitted online GMD Public Portal If unfamiliar to applying on portal or have questions, please look over our E-Permittinq Guide 2/7/2022 Page 2 of 3 16A. 7 CoLIL7er County 2800 North Horseshoe Drive Naples, Florida 34104 Growth Management Department 239-252-2400 Surveyor's Certification National Golf and Country Club at Ave Maria Phase 4 The attached mylar represents the most recent version of the plat approved by the Board of County Commissioners. Any subsequent revisions are listed below. Revisions: , m i n,o/3 REV IS to Ns —r6 LE-AD1rRs s LN<3eLS ,`�oga�aiuioo,. VW MA / � Siy '''•.,. s �m de i 6/24/ 2o7.l ,,,o' eyor_=o''x. : . : Dee E .0.SOP C e , ) SE\O 0k s it'�,essional S��p�' 2/7/2022 Page 3 of 3 16 * 7 Cttier County Growth Management Department Development Review Division July 11, 2022 Subject: National Golf and Country Club at Ave Maria Phase 4, Final Mylar PPL-PL20220000047 After comparing the Final Mylar with the approved copy of the above subject plat, the following revisions were found: Sheets 1 through 8 of 8 a. The submitting Surveyor in"This Instrument was Prepared By" block has changed. All of the above changes are insubstantial changes. Reviewed By: Marcus L. Berman, P.S.M. --77;',/(3 County Land Surveyor cc: CityView Page 1 of 1 1 6 A 7 P • CHARLES BRYAN CAPPS �� E Board Certified Real Estate Attorney Board Certified Condominium and Planned Development Law Attorney JAEDmail dial:(239)selaw.942 Email: iacQpave336-629 2 1833 Hendry Street,Fort Myers,Florida 33901 I P.O. Drawer 1507,Fort Myers,Florida 33902-1507 I(239)334-2195 I Fax(239)332-2243 TITLE CERTIFICATION NATIONAL GOLF AND COUNTRY CLUB AT AVE MARIA, PHASE 4 Pavese Law Firm (as Agent/Title Company) Plat Number: TBD Development Order Number: TBD Effective Date of Title Certification: April 6, 2022 Certified To: Collier County Board of County Commissioners I have searched the Public Records of Collier County,Florida and have examined the title to the real property more particularly described in the legal description attached hereto as Exhibit"A."I have made a careful examination of the Public Records of Collier County, Florida, with respect to the real property described in attached Exhibit "A." Based on the foregoing,we hereby certify Record Title to the above described real property,as of the Effective Date of the Title Certification set forth above, is vested in: Title to the property is vested in: Lennar Homes, LLC, a Florida limited liability company, by virtue of that certain Special Warranty Deed recorded October 25,2019 in Official Records Book 5688,Page 3749,Public Records of Collier County, Florida. There are no persons or entities holding a mortgage secured by the property. All property taxes,due and owing,have been paid on the land described herein as of the date of this opinion The following are all easements and rights of way affecting the property to be platted,whether recorded or unrecorded: 1. Blanket easements contained in the Declaration of Covenants,Restrictions and Easement,including any amendments or modifications thereto,which contains provisions for private charge or assessments,for Ave Maria recorded in Official Records Book 4040,Page 1711,as amended in Official Records Book 4930, Page 262, Public Records of Collier County,Florida. 2. Agreement for Cable Television and Communications Service as set forth in Official Records Book 3952, Page 1745, Public Records of Collier County, Florida. 4632 VINCENNES BLVD.,SUITE 101 4524 GUN CLUB ROAD,SUITE 203 CAPE CORAL,FLORIDA 33904 WEST PALM BEACH,FLORIDA 33415 (239)542-3148 (561)471-1366 16 * 7 3. Blanket easements contained in the Declaration of Covenants, Conditions and Restrictions for The National Golf and Country Club at Ave Maria recorded in Official Records Book 5735, Page 158, as amended in Official Records Book 6038,Page 1729,as may be further amended from time to time,all of the Public Records of Collier County, Florida. 4. Blanket easements contained in the Declaration of Covenants, Conditions and Restrictions for The National at Ave Maria Golf Club recorded in Official Records Book 5791,Page 500,Public Records of Collier County, Florida. 5. Easements contained in the Plat for National Golf and Country Club at Ave Maria,Phase 1,recorded in Plat Book 67, Page 55, Public Records of Collier County, Florida. 6. Blanket easement in favor of Comcast Cable Communications Management,LLC recorded in Official Records Book 5833, Page 2907, Public Records of Collier County, Florida. 7. Perpetual Access and Maintenance Easement Agreement for recorded in Official Records Book 6036, Page 59, Public Records of Collier County, Florida. 8. Blanket Easement in favor of Lee County Electric Cooperative,Inc.recorded in Official Records Book 6044, Page 1973, Public Records of Collier County, Florida. All Recording references are to the public records of Collier County, Florida. Note, this is not a certification of ownership of any oil, gas, and mineral rights or interests. This certification is provided pursuant to the requirements of§ 177.041, Florida Statute, for the uses and purposes specifically stated therein and is not to be used as the basis for the issuance of a title insurance commitment or policy.Pursuant to s. 627.7843,Florida Statutes,the maximum liability of the issuer of this property information report for errors or omissions in this property information report is limited to the amount paid for this property information report, and is further limited to the person(s) expressly identified by name in the property information report as the recipient(s) of the property information report. By: arles ryan Capps Managing Partner 164 EXHIBIT"A" Legal Description Part of Tracts B-4, FD-1, GM, G-12, G-13, L-27, L-30, L-31, L-33, L-34, & L-35, National at Ave Maria Phase 1, Plat Book 67, Pages 55-67, (National Golf and Country Club at Ave Maria, Phase 4) All that Part of Tracts B-4, FD-1, GM, G-12, G-13, L-27, L-30, L-31, L-33, L-34, & L-35, National Golf and Country Club at Ave Maria Phase 1, a subdivision according to the Plat thereof as recorded in Plat Book 67, Pages 55-67, Public Records of Collier County, Florida, being more particularly described as follows: BEGINNING at the Southwesterly most corner of said Tract FD-1, of said National Golf and Country Club at Ave Maria, Phase 1; Thence along the boundary of said Tract FD-1, in the following five (5) described courses: 1. North 14°13'33" East 110.00 feet; 2. 93.95 feet along the arc of a circular curve concave Southeast having a radius of 195.00 feet through a central angle of 27°36'18" and being subtended by a chord which bears North 28°01'41" East 93.04 feet to a point of reverse curvature; 3. 45.61 feet along the arc of a circular curve concave Northwest having a radius of 100.00 feet through a central angle of 26°08'00" and being subtended by a chord which bears North 28°45'50" East 45.22 feet to a point of reverse curvature; 4. 1,038.66 feet along the arc of a circular curve concave Southeast having a radius of 1,562.00 feet through a central angle of 38°05'57" and being subtended by a chord which bears North 34°44'48" East 1,019.63 feet; 5. North 53°47'47" East 706.43 feet; Thence leaving said boundary, 56.09 feet along the arc of a non-tangential circular curve concave Northeast having a radius of 175.00 feet through a central angle of 18°21'46"and being subtended by a chord which bears North 23°58'33" West 55.85 feet to a point of compound curve; Thence 121.46 feet along the arc of a circular curve concave East having a radius of 683.01 feet through a central angle of 10°11'21"and being subtended by a chord which bears North 09°41'59"West 121.30 feet to a point on the North line of aforementioned National Golf and Country Club at Ave Maria, Phase 1, also being the North line of Section 9, Township 48 South, Range 29 East, Collier County, Florida; Thence along said line, North 89°45'53" East 108.37 feet; Thence leaving said line, 273.65 feet along the arc of a non-tangential circular curve concave East having a radius of 575.00 feet through a central angle of 27°16'05"and being subtended by a chord which bears South 19°03'43" East 271.08 feet to a point on the boundary of aforementioned Tract FD-1; Thence along said boundary in the following fifteen (15) described courses: 1. North 57°18'15" East 125.00 feet; 2. 235.43 feet along the arc of a non-tangential circular curve concave Northeast having a radius of 450.00 feet through a central angle of 29°58'33" and being subtended by a chord which bears South 47°41'02" East 232.75 feet to a point of reverse curvature; 3. 258.32 feet along the arc of a circular curve concave Southwest having a radius of 1162.00 feet through a central angle of 12°44'14" being subtended by a chord which bears South 56°18'11" East 257.79 feet; 4. South 49°56'04" East 70.51 feet; 5. 110.71 feet along the arc of a non-tangential circular curve concave West having a radius of 438.00 feet through a central angle of 14°28'55" and being subtended by a chord which bears North 19°32'03" East 110.41 feet to a point of reverse curvature; 1 6 A 7 6. 240.45 feet along the arc of a circular curve concave East having a radius of 3,162.00 feet through a central angle of 04°21'25" and being subtended by a chord which bears North 14°28'18" East 240.39 feet to a point of reverse curvature; 7. 45.63 feet along the arc of a circular curve concave West having a radius of 100.00 feet through a central angle of 26°08'41" and being subtended by a chord which bears North 03°34'40" East 45.24 feet to a point of reverse curvature; 8. 31.45 feet along the arc of a circular curve concave East having a radius of 195.00 feet through a central angle of 09°14'25"and being subtended by a chord which bears North 04°52'28"West 31.41 feet; 9. North 00°14'49" West 113.52 feet; 10. North 89°45'53" East 390.00 feet; 11. South 00°14'49" East 113.39 feet; 12. 154.59 feet along the arc of a circular curve concave West having a radius of 195.00 feet through a central angle of 45°25'24"and being subtended by a chord which bears South 22°27'26"West 150.58 feet to a point of reverse curvature; 13. 50.17 feet along the arc of a circular curve concave Southeast having a radius of 100.00 feet through a central angle of 28°44'46" and being subtended by a chord which bears South 30°47'45" West 49.65 feet to a point of compound curve; 14. 204.56 feet along the arc of a circular curve concave East having a radius of 2,838.00 feet through a central angle of 04°07'47" and being subtended by a chord which bears South 14°21'29"West 204.51 feet to a point of reverse curvature; 15. 394.01 feet along the arc of a circular curve concave Northwest having a radius of 762.00 feet through a central angle of 29°37'35" and being subtended by a chord which bears South 27°06'22" West 389.64 feet; Thence leaving said boundary, 298.61 feet along the arc of a non-tangential circular curve concave Southwest having a radius of 837.00 feet through a central angle of 20°26'28"and being subtended by a chord which bears South 38°04'41" East 297.03 feet to a point of reverse curvature; Thence 9.50 feet along the arc of a circular curve concave Northeast having a radius of 963.00 feet through a central angle of 00°33'56"and being subtended by a chord which bears South 28°08'25" East 9.50 feet to a point on the boundary of said Tract FD-1; Thence along said boundary in the following fifteen (15) described courses: 1. 359.46 feet along the arc of a non-tangential circular curve concave Northwest having a radius of 439.04 feet through a central angle of 46°54'36" and being subtended by a chord which bears North 32°41'27" East 349.50 feet to a point of reverse curvature; 2. 292.63 feet along the arc of a circular curve concave Southeast having a radius of 462.00 feet through a central angle of 36°17'26"and being subtended by a chord which bears North 27°22'52" East 287.76 feet to a point of reverse curvature; 3. 294.95 feet along the arc of a circular curve concave West having a radius of 238.00 feet through a central angle of 71°00'22"and being subtended by a chord which bears North 10°01'24" East 276.44 feet to a point of reverse curvature; 4. 129.76 feet along the arc of a circular curve concave East having a radius of 435.00 feet through a central angle of 17°05'29"and being subtended by a chord which bears North 16°56'02"West 129.28 feet to a point of compound curve; 5. 27.75 feet along the arc of a circular curve concave East having a radius of 195.00 feet through a central angle of 08°09'11"and being subtended by a chord which bears North 04°18'42"West 27.72 feet; 6. North 00°14'07"West 110.00 feet; 7. North 89°45'53" East 390.00 feet; 8. South 00°14'07" East 110.00 feet; I 6 A 7 9. 32.01 feet along the arc of a circular curve concave West having a radius of 195.00 feet through a central angle of 09°24'19"and being subtended by a chord which bears South 04°28'03"West 31.97 feet to a point of reverse curvature; 10. 162.16 feet along the arc of a circular curve concave East having a radius of 600.00 feet through a central angle of 15°29'06" and being subtended by a chord which bears South 01°25'40"West 161.67 feet to a point of reverse curvature; 11.434.82 feet along the arc of a circular curve concave West having a radius of 562.00 feet through a central angle of 44°19'48"and being subtended by a chord which bears South 15°51'00"West 424.06 feet to a point of reverse curvature; 12. 237.38 feet along the arc of a circular curve concave Southeast having a radius of 600.00 feet through a central angle of 22°40'04" and being subtended by a chord which bears South 26°40'52" West 235.83 feet to a point of reverse curvature; 13. 340.87 feet along the arc of a circular curve concave Northwest having a radius of 763.04 feet through a central angle of 25°35'43"and being subtended by a chord which bears South 28°08'42" West 338.04 feet; 14. Continue 97.92 feet along the arc of a circular curve concave Northwest having a radius of 763.04 feet through a central angle of 07°21'09"and being subtended by a chord which bears South 44°37'08"West 97.85 feet; 15. South 48°54'39"West 79.88 feet; Thence leaving said boundary, 95.39 feet along the arc of a non-tangential circular curve concave Northeast having a radius of 963.00 feet through a central angle of 05°40'32"and being subtended by a chord which bears South 50°51'47" East 95.36 feet; Thence South 53°42'03" East 79.37 feet; Thence 23.56 feet along the arc of a circular curve concave North, having a radius of 15.00 feet through a central angle of 89°59'59" being subtended by a chord which bears North 81°17'56" East 21.21 feet to a point on the North line of National Golf and Country Club at Ave Maria Phase 3; Thence along said North line, South 36°17'57" West 104.00 feet; Thence leaving said line, along a the arc of a circular curve concave West, having a radius of 15.00 feet through a central angle of 90°00'00" being subtended by a chord which bears North 08°42'03" West 21.21 feet; Thence North 53°42'03" 79.37 feet; Thence 302.39 feet along the arc of a non-tangential circular curve concave Northeast having a radius of 1,037.00 feet through a central angle of 16°42'26" and being subtended by a chord which bears North 45°20'50"West 301.31 feet to a point on the boundary of aforementioned Tract FD-1; Thence along said boundary in the following twenty-one (21) described courses: 1. South 61°59'38"West 64.58 feet; 2. 204.11 feet along the arc of a circular curve concave Southeast having a radius of 338.00 feet through a central angle of 34°35'56"and being subtended by a chord which bears South 44°41'40" West 201.02 feet; 3. South 27°23'42"West 103.31 feet; 4. 414.35 feet along the arc of a circular curve concave Northwest having a radius of 312.00 feet through a central angle of 76°05'28" and being subtended by a chord which bears South 65°26'26" West 384.56 feet to a point of compound curve; 5. 354.52 feet along the arc of a circular curve concave North having a radius of 1,362.00 feet through a central angle of 14°54'50" and being subtended by a chord which bears North 69°03'24" West 353.52 feet to a point of reverse curvature; 6. 224.21 feet along the arc of a circular curve concave South having a radius of 200.00 feet through a central angle of 64°13'50"and being subtended by a chord which bears South 86°17'06"West 212.65 feet to a point of reverse curvature; 1 6 A 7 7. 149.09 feet along the arc of a circular curve concave Northwest having a radius of 1,962.00 feet through a central angle of 04°21'14"and being subtended by a chord which bears South 56°20'48" West 149.06 feet to a point of reverse curvature; 8. 49.05 feet along the arc of a circular curve concave Southeast having a radius of 88.00 feet through a central angle of 31°56'10"and being subtended by a chord which bears South 42°33'20" West 48.42 feet; 9. South 26°35'15"West 19.38 feet; 10.47.75 feet along the arc of a circular curve concave East having a radius of 100.00 feet through a central angle of 27°21'36" and being subtended by a chord which bears South 12°54'27"West 47.30 feet to a point of reverse curvature; 11. 50.38 feet along the arc of a circular curve concave West having a radius of 195.00 feet through a central angle of 14°48'13" and being subtended by a chord which bears South 06°37'45"West 50.24 feet; 12. South 14°06'09"West 108.80 feet; 13. North 75°46'27"West 390.23 feet; 14. North 14°13'32" East 108.13 feet; 15. 135.19 feet along the arc of a circular curve concave Southeast having a radius of 195.00 feet through a central angle of 39°43'19"and being subtended by a chord which bears North 34°05'12" East 132.50 feet to a point of reverse curvature; 16.47.75 feet along the arc of a circular curve concave Northwest having a radius of 100.00 feet through a central angle of 27°21'36"and being subtended by a chord which bears North 40°16'03" East 47.30 feet; 17. North 26°35'15" East 19.38 feet; 18. 229.64 feet along the arc of a circular curve concave Southeast having a radius of 412.00 feet through a central angle of 31°56'10"and being subtended by a chord which bears North 42°33'20" East 226.68 feet to a point of reverse curvature; 19. 225.14 feet along the arc of a circular curve concave Northwest having a radius of 1,638.00 feet through a central angle of 07°52'31" and being subtended by a chord which bears North 54°35'09" East 224.96 feet to a point of reverse curvature; 20. 427.71 feet along the arc of a circular curve concave South having a radius of 337.00 feet through a central angle of 72°43'04" and being subtended by a chord which bears North 87°00'26" East 399.57 feet; 21. 245.61 feet along the arc of a non-tangential circular curve concave Northeast having a radius of 1,038.00 feet through a central angle of 13°33'27" and being subtended by a chord which bears South 63°25'00" East 245.04 feet; Thence leaving said boundary, South 19°48'31"West 125.00 feet; Thence 128.33 feet along the arc of a non-tangential circular curve concave North having a radius of 1,172.35 feet through a central angle of 06°16'18" and being subtended by a chord which bears South 73°20'39" East 128.26 feet; Thence 150.07 feet along the arc of a non-tangential circular curve concave Northwest having a radius of 113.00 feet through a central angle of 76°05'28" and being subtended by a chord which bears North 65°26'26" East 139.28 feet; Thence North 27°23'42" East 103.31 feet; Thence 250.32 feet along the arc of a circular curve concave Southeast having a radius of 537.00 feet through a central angle of 26°42'28"and being subtended by a chord which bears North 40°44'56" East 248.06 feet to a point on the boundary of aforementioned Tract FD-1; Thence along the boundary of said Tract FD-1, in the following four (4) described courses: 1. 216.92 feet along the arc of a non-tangential circular curve concave Southwest having a radius of 638.00 feet through a central angle of 19°28'51" and being subtended by a chord which bears North 40°11'38"West 215.88 feet; 2. North 49°56'04"West 381.95 feet; 16A 7 3. 186.29 feet along the arc of a circular curve concave Southwest having a radius of 838.00 feet through a central angle of 12°44'14" and being subtended by a chord which bears North 56°18'11" West 185.91 feet to a point of reverse curvature; 4. 353.29 feet along the arc of a circular curve concave Northeast having a radius of 774.00 feet through a central angle of 26°09'08" and being subtended by a chord which bears North 49°35'44" West 350.23 feet; Thence leaving said boundary, South 53°47'47"West 258.85 feet; Thence South 36°12'13" East 125.00 feet to a point on the boundary of said Tract FD-1; Thence along said boundary in the following seven (7) described courses: 1. South 53°47'47"West 321.30 feet; 2. 811.35 feet along the arc of a circular curve concave Southeast having a radius of 1,238.00 feet through a central angle of 37°33'00" and being subtended by a chord which bears South 35°01'16" West 796.91 feet to a point of compound curve; 3. 50.73 feet along the arc of a circular curve concave East having a radius of 100.00 feet through a central angle of 29°03'57" and being subtended by a chord which bears South 01°42'48"West 50.19 feet to a point of reverse curvature; 4. 92.05 feet along the arc of a circular curve concave West having a radius of 195.00 feet through a central angle of 27°02'43" and being subtended by a chord which bears South 00°42'11"West 91.19 feet; 5. South 14°13'32"West 110.00 feet; 6. North 75°46'27"West 390.00 feet to the POINT OF BEGINNING. Containing 51.25 acres, more or less. Subject to easements and restrictions of record. Certificate of authorization#LB-7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors By: April 7, 2022 Lance T Miller, Professional Surveyor and Mapper#LS5627 Not valid unless embossed with the Professional's seal. Ref. Plat National Ph4