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Agenda 05/26/2015 Item #16A14 5/26/2015 16.A.14. EXECUTIVE SUMMARY Recommendation to approve and authorize the Chairman to sign an amendment to the Wall Construction Agreement entered into between Eagle Creek of Naples Condominium Association (ECN), Eagle Creek Community Association, Inc. (ECCA), and Collier County and approve reimbursement for mature trees that were removed due to the construction of walls. Project 60116 (fiscal impact$31,004). OBJECTIVE: That the Board approves and authorizes the Chairman to sign the attached revision to the wall construction agreement entered into between Eagle Creek of Naples Condominium Association (ECN), and Eagle Creek Community Association, Inc (ECCA), Collier County on April 23, 2013 (BCC Agenda Item 16A8) and approve reimbursement in the amount of $31,004 for mature trees that were removed due to construction of the walls. CONSIDERATIONS: On May 31,2013,the County entered into a Joint Participation Agreement(JPA) for Construction services with the Florida Department of Transportation(FDOT)to allow the County to include and complete a FDOT resurfacing project from Fiddler's Creek Parkway to south of SR 90 (US 41)as part of the County's intersection improvement project at the intersection of SR/CR 951 and US 41. This JPA and Resolution # 2013-92 were approved by the BCC on April 23, 2013. The two projects identified in the JPA are: (1) Resurfacing Project (3R) (FM #425209-1-58-01) —Construction and CEI and(2)Intersection Improvements(FM#428147-1-58-01)—Construction only. A wall construction agreement (Wall Agreement) was entered into between Eagle Creek of Naples Condominium Association (ECN), and Eagle Creek Community Association, Inc (ECCA), and Collier County on April 23, 2013 (BCC Agenda Item 16A8) where Collier County agreed to construct a shorter wall south of Eagle Creek Drive (South Wall) with a predominant height of 16.5 feet and tapering down to a height of 13 feet at the north end. The south wall would provide noise mitigation and is being constructed by the County within the Collier Boulevard public right-of-way as part of a joint participation agreement(JPA)between Collier County and FDOT,where FDOT has agreed to pay for the construction costs. However, a shorter wall north of Eagle Creek Drive (referred to as the North Wall) would not provide noise mitigation,but will be funded and constructed by the County on ECN property. The ECN and/or ECCA are responsible for the maintenance in perpetuity of the interior(western)surface of the south wall and the drainage system added as part of the improvements. The wall maintenance responsibility shall include but not be limited to pressure cleaning and painting. ECN and/or ECCA shall also assume complete and total responsibility in perpetuity for maintenance of the entire North Wall including all landscaping, irrigation, and sod up to the right-of-way line (See paragraph #8 of the Wall Agreement). County and/or FDOT shall be responsible for the repair and maintenance of the exterior (easterly)surface of the south wall(See paragraph#9 of the Wall Agreement). As part of the Wall Agreement, trees were identified where wall construction required their removal and ECN and ECCA were given the opportunity to indicate their preferred locations for the planting of replacement trees.Although a tree inventory was prepared by Stanley Consultants,Inc.for Collier County which identified existing trees to remain during construction,all trees shown within Exhibit"D"required removal in order to construct both the north and south walls. Under Paragraph 11,the County agreed to provide the replacement trees, and ECN/ECCA would assume sole responsibility for trees after accepting them. The ECN prepared a landscape replacement plan as per the stipulations set forth in the Wall Agreement, Paragraph#11.The replacement plantings in front of the south wall are within the Collier Boulevard FDOT right-of-way and due to the close proximity to an FPL Packet Page-517- 5/26/2015 16.A.14. power line cannot be replaced with the same type of trees/palms that were removed. The proposed trees and palms are plant materials suggested by FPL's "Right tree, Right Place" to prevent any power line conflicts. The north wall plantings are within ECN property and match the south wall plantings. In addition, ECN wishes to plant irrigated St. Augustine "Floratam" sod within the FDOT right-of-way instead of unimproved Bahia sod, and therefore is responsible for obtaining permission from FDOT to sod and irrigate beyond their property into the FDOT right-of-way (See paragraph #16 of the Wall Agreement). The ECN wishes to maintain all improved planted and irrigated areas within the FDOT right of way. Collier County has evaluated the tree and palms which were removed and has placed a value of approximately $31,004 to replace the trees and palms with readily available Florida #1 nursery grown material. Instead of the County providing the trees, the Amendment will allow the County to give the ECN a lump sum amount equal to the value of the trees, and ECN will install them. (See attached Cost Analysis). This Amendment to the Wall Construction Agreement is limited to the value of the removed trees. The scope of ECN's maintenance responsibility for the trees and proposed landscaping will be addressed by a Landscape Maintenance Agreement that will be brought before the Board for approval prior to the completion of those improvements. The County will enter into a maintenance agreement with FDOT because FDOT will not directly enter into an agreement with ECN, and the County will then, in turn, enter into a Landscape Maintenance Agreement with ECN, whereby ECN will assume all responsibilities for maintenance of the landscape improvements in the FDOT right of way. FISCAL IMPACT: Funding in the amount of $31,004 will be remitted to ECN to reimburse the association with the value of trees removed in private right-of-way during construction. Source of funds is gas taxes(Project 60116). GROWTH MANAGEMENT IMPACT: There is no growth management impact associated with this Executive Summary. LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and requires a majority vote for Board approval. -SAS RECOMMENDATION: That the Board approves and authorizes the Chairman to sign an amendment to the Wall Construction Agreement entered into between Eagle Creek of Naples Condominium Association (ECN), Eagle Creek Community Association, Inc (ECCA), and Collier County, and approve reimbursement in the amount of$31,004 for trees that were removed due to construction of walls. Prepared by: Marlene Messam,Principal Project Manager,Transportation Engineering Division, Growth Management Department Pamela Lulich,Landscape Operations Manager,Road Maintenance Division,Growth Management Department Attachments: (1) Amendment to Agreement with attachments (Cost Valuation for Reimbursement); and (2)Original Wall Agreement f• ■ Packet Page-518- 5/26/2015 16.A.14. COLLIER COUNTY Board of County Commissioners Item Number: 16.16.A.16.A.14. Item Summary: Recommendation to approve and authorize the Chairman to sign an amendment to the Wall Construction Agreement entered into between Eagle Creek of Naples Condominium Association (ECN), Eagle Creek Community Association, Inc. (ECCA), and Collier County and approve reimbursement in the amount of$31,004 for trees that were removed due to the construction of walls. Project 60116. Meeting Date: 5/12/2015 Prepared By Name: MessamMarlene Title: Project Manager,Principal,Traffic Operations 4/13/2015 4:20:19 PM ^, Submitted by Title: Project Manager, Principal, Traffic Operations Name: MessamMarlene 4/13/2015 4:20:20 PM Approved By Name: AhmadJay Title: Division Director-Transportation Eng, Transportation Engineering&Construction Management Date: 4/16/2015 8:13:16 AM Name: EvelynColon Title: Purchasing-Procurement Specialist Date: 4/16/2015 2:22:29 PM Name: LulichPamela Title: Manager-Landscape Operations, Landscape Operations Date: 4/20/2015 2:55:46 PM Name: TaylorLisa Title:Management/Budget Analyst, Transportation Administration Packet Page-519- 5/26/2015 16.A.14. Date: 4/20/2015 3:00:55 PM Name: KearnsAllison Title: Manager Financial &Operational Support,Transportation Administration Date: 4/21/2015 1:35:57 PM Name: GossardTravis Title: Superintendent-Roads &Bridges,Road Maintenance Date: 4/22/2015 1:20:28 PM Name: LynchDiane Title: Supervisor-Operations,Road Maintenance Date: 4/22/2015 2:49:21 PM Name: ShueGene Title: Division Director-Operations Support, Transportation Administration Date: 4/22/2015 3:08:13 PM Name: PutaansuuGary Title: Project Manager,Principal,Transportation Road Maintenance Date: 4/22/2015 4:04:03 PM Name: MarkiewiczJoanne Title: Division Director-Purchasing&Gen Svc, Procurement Services Date: 4/25/2015 1:32:00 PM Name: LynchDiane Title: Supervisor-Operations, Road Maintenance Date: 4/27/2015 1:01:23 PM Name: CasalanguidaNick Title: Deputy County Manager, County Managers Office Date: 4/27/2015 8:55:21 PM Name: StoneScott Title: Assistant County Attorney, CAO Land Use/Transportation Date: 4/30/2015 4:22:30 PM Name: KlatzkowJeff Title: County Attorney, Date: 4/30/2015 4:47:57 PM Name: IsacksonMark Title: Division Director-Corp Fin&Mgmt Svc, Office of Management&Budget Packet Page-520- 5/26/2015 16.A.14. Date: 4/30/2015 4:51:11 PM Name: CasalanguidaNick Title: Deputy County Manager, County Managers Office Date: 4/30/2015 5:53:56 PM Packet Page-521- 5/26/2015 16.A.14. STATE OF FLORIDACEPARTMEhr OF TRANSPORTATION a':S'ra`) PERMIT FOR LANDSCAPING ON STATE ROAD RIGHT OF WAY PgccucT:OHSUPPORT (TURNPIKE AND NON-LIMITED ACCESS ROADWAY ONLY) P=°"`= /EC IS-.0-/9?-/ THIS SECTION TO BE COMPLETED BY PERMITTEE Date 7/8/2014 Permittee: Name Eaole Creek Community Association Telephone No. (239)774-0105 Address CIO American Property Management Services 8625 Tamiami Trail East City Naples State Florida Zip Code 34113 1. Location of proposed portion of right of way to be landscaped. State Road No. 951 County Collier Street Name Collier Blvd Address Collier Blvd., Between CIL Station 1018+60& 1030, as shown on plan sheets Section 03030 Sub-Section 000 Milepost 9.300-9.395(Aooroxl 2. Is proposed site to be landscaped within corporate limits of municipality? ❑ Yes Ea No If yes. name the municipality 3 Permittee declares that prior to filing this application for permit. he/she has ascertained the location of all existing utilities, both aerial and underground, and the accurate locations are shown on the landscape plans. A letter of notification was mailed on 6/25/2013 to the following utilities/municipalities: See attached Utilities Notification Memorandum •f Landscaped areas will not be permitted on state road limited access facilities except on Florida's Turnpike as allowed in Rule 14.40.003(3)(f). 5 It is expressly stipulated that this permit is a license fcr permissive use only and that the construction within and/or upon public property pursuant to this permit shall not operate to create or vest any property right in said holder. This permit does not relieve the permittee of local or other jurisdictional requirements. 6. The project shall meet the requirements of Rule 14-40.003,Florida Administrative Code. The Permittee shall construct and maintain according to the attached landscape plans,maintenance plans and maintenance of traffic plans. 7 The Permittee shall be responsible for all maintenance of the landscaped area,as described in this permit.for the duration of time the landscaped area exists on Department right of way. The maintenance shall be performed in accordance with Department procedures under the direction of the Area Maintenance Engineer or designee. 8 Whenever it is determined by the Department that it is necessary for the construction,repair, improvement,maintenance, safe and/or efficient operation,alteration or relocation of any portion or all of said highway and/or public transportation facility:any and all landscaping installed by the Permittee shall be immediately removed from said highway or reset or relocated thereon as required by the Deparmenl,all at the expense of the Permittee 9. All material and equipment shall be subject to inspection by the Maintenance Engineer or his/her authorized representative. 10. During construction of landscape project.all safely regulations of the Department shall be observed and the holder must take measures,including placing and displaying of safety devices,that may be necessary in order to safely conduct the public through the project area in accordance with the Department's current edition of Roadway and Traffic Design Standards. Index Series 600.the Manual of Uniform Traffic Control Devices.and the Standard Specifications for Road and Bridge Construction, section 5-8.4 Packet Page -522- 5/26/2015 16.A.14. • PR0 �MiP ORT r ll49 ''ter.:d: PERMITTEE CONT'D 11. The Permittee shall notify the appropriate Area Maintenance Engineer or designee 48 hours prior to starting work and again immediately upon completion of work. 12. In case of non-compliance with the Department's requirements in effect as of the approved date of this permit. this permit is void and the work will have to be brought into compliance or removed from the right of way at no cost to the Department. Any false information supplied on this form renders this permit null and void. 13. The Permittee, shall indemnify, defend, and hold harmless the Department and all of its officers, agents,and employees from any claim, loss, damage,cost, charge,or expense arising out of any acts,actions, neglect, or omission by the Permittee, its agents, employees, or subcontractors during the performance of the landscape project as approved by this permit,whether direct or indirect, and whether to any person or property to which the Department or said parties may be subject, except that neither the Permittee nor any of its subcontractors will be liable under this Article for damages arising out of the Injury or damage to persons or property directly caused or resulting from the negligence of the Department or any of its officers, agents or employees. 14. I, the undersigned, do hereby agree to comply with all requirements established by this permit and Rule Chapter 14-40, Florida Administrative Code. Submitted By: 61L46.%-1L (� t_t•{ ,t,{g- - SIGNATURE OF PE_RMI lFt)•6vl\el 0 I/1 l-. MI/ hIrtA'6. AM - if10 4i1-` 419G'-L1 Ciezk / IfJ E TYPED OR PRINTED) 414,1C'C.= THIS SECTION TO DE COMPLETED BY DEPARTMENT PERSONNEL The above lenesmpe project is: (Approved 0 Not Approved If not approved, the reason is: The Permittee shall commence work within days of permit approval date and shall be completed by 2/ Jr1i _� Special conditionsfrnstructions by the Department .I A copy of Rule 1-4O, F.AC., is attac „d heret pnd made a part of this permiL 1-1-1 Date issued: FEB 1.1_21115 !' tlN I- (SIG?LATURE GFAUTHOR12Ep DEPARTMENT OFFICIAL' FFICIAL) i j 1 LTV cf j}f . /yt! / Permit Va.: 20/5-4- 19 7- (TYPED OR PRINTED NAME)_ l _ F "l rliti{ it'F (TYPED OR PRINTED TITLE) - Packet Page -523- n wvni m v:vi. EAGLE CREEK PUD - SOUTH SOUND BARRIER WALL LANDSCAPE PLANS — _- PREPARED FOR: (Du T (. ivQ EAGLE CREEK -ate., BY AP'' v, 36 11 CYPRESS VIEW DRIVE Michae C.Schulte;ALA "o F NAPLES, FL 34113 District Landscape Architect ag ='';i 239.775.9218 Date it.is.ti ----- to SHEET INDEX ° CVR Coversheet L<L1 i- v °o LP-1 Planting Plan iii NJ LP-2 Planting Plan E - -- Q . -- -.1- LP-3 Planting Specifications no STATE OF FLORIDA LP-4 Planting Specifications . �) n Tom• LI-1 Irrigation Plan _ ,I � _ w=tr)g LI-2 Irrigation Plan �� C� cn NIiWE4 �� < «'� ... _ L'o' � PROPFNTY �O U N a 1111 LI-3 Irrigation Specifications t NAPIES w l.. ..,.t�o N %I ,f m.w LI-4 Irrigation Details t , - �� _ .._—_— �r '- O NAPLES AREA I ..__ _ COLLIER COUNTY — —__.-_— 1 L_ — _.. /� Covershe /1\LOCATIONS,AINT NANCETT;REVISED ECN ADDED. SOD QUANTITIES,SPECIES, CVF t...' LEGEND: NOTES: SWALE BOTTOM ELEVATION T>7 1.DESIGN SPEED:45 MPH • BACK OF SOUND BARRIER 2.SEE LANDSCAPE SHEETS LP-3 AND LP-4 NI1A4 4•51 GRADE ELEVATION FOR PLANT SCHEDULE,PLANTING DETAILS AND NOTES. *SABAL PALM 1REE 3.NO TREES LOCATED WITHIN 24'CLEAR - 0 SLASH PINE TREE ZONE FROM TRAVEL LANE / -110•T'T, 4'MAINTENANCE PATH(MOLD)WITH PINFSTRAW ,,LT gr; . ,•; , BED UNE(TOP. 11)3 SOUND A=0 BARRIER BM.,SOuND 12`II Exist.R" Ir CHNN MIK FENCE TO REMAIN Low z E 7 -6‹•I BEGIN •Pi. 2 cipt.0% GRANT' 4 * •LU'i 2 WALL GRANT?WALL \&PIG .,?! END SwALE www.- ' I REGRADING _.. _ ., .._,... • ,w_. Ile - --- - MUMMY MeV ' "VIXELI Pa"' .:017._,L._______________H---- -2ff--:' ' •., 0,ita_,.:11_,-,141,„-•._ -Wawa• ramit.: .- .— lik 2 0 In . F,...• . , 0, , .,...,...•. •---- ,a.. ' --2. ......_ 'COUJEli caURTy WAFFN P.-ItOORTAM SM.",-------.7:0 " "e`FLOTIATAM SOD-...i--. § ....._. , • 2'PVC CCNIAKT .' 0 IR.SID WALK 0 SIDEWALK n 6i IOW . NIIIIIIIMINLI■1111■1111ViVitter.11M■111_ -----,--_---7 u_ , 77 i 7..""IM iimumemmen,,,mmumwmgmwomomm11110111111•0111•11113111M TINI 111111611111KX - .... __ -J < C _ 1 0.18)980 PALMS(9) TRCE uGusramol(9) 1--IHRitux AMOS(7) I t (.. - GUARDRAIL PARALLEL END -PIARCO ISLAND 27 RAW &NMI/PI QUAD(118) :REM ISLAND FICUS(155) •ASPAL1R4 QUAD(TO) en ANCHORAGE ASSEMBLY WATER MAIN TO REMAIN IX ..._. ......_. ---........ - LL1 N-T CY CL Cone. SR 951 ',100 S.F.NEW PLORSTAN s.. 1019+60.00 SOD BETWEEN PLANTING BED _ - < ...... - _ ....-- .- AND SIDEIVANI-BOD N.“Ns _ -... - • ,. AREA TO BE MAINTAINED BY I CO pal,OF MAINTENANCE BY & ECCA AND ECN(WITHIN ECG AND EDI ■..Ca WERHPAD ELECTRIC AND \ LIMITS OF MAINTENANCE) Ar--, CABLE TV TO REMAIN 1.1.1.r.- 2.400 S.F.NEW BAHIA SOD ----- -- ..-•• L.0 M . 1 01 9 ii_,R 95,efi con.„ BETWEEN SIDEWALK All 0,0 CURB. ..--- ,.:--,"'"'-' LY 0 5 i _,....,______L_ _L __I_ 1 I -ET-...._-__-.7 ? _ ...... „...... UJ 1 EXISTING TREE DISPOSITION TABLE f•IN ...- 6(V'---- _ TREE# DISPOSITION TREE# DISPOSITION TREE# DISPOSITION TREE I DISPOSITION TREE# DISPOSITION TREE# DISPOSITION TREE# DISPOSITION I Ili cn:N. 18 TO REMAIN 83 REMOVE 88 REMOVE 93 REMOVE 98 REmOW KO TO REMAIN 109 REMCNE 78 ROAM 84 ROAM 89 TO REMAIN 94 REMOVE 99 REMOVE 104 REMOVE I N...) 80 REMOVE 85 10 REMAIN 90 REMOVE 95 REMOVE 100 - REMOVE 105 ROAM RI REMOVE as REMOVE 91 REMOVE 96 TO REMAIN 10) REMOVE 106 REMOVE '4 P: ..... CP 82 REMOVE 97 REMOVE 92 REMOVE 97 REMOVE 102 10 REMAIN 107 TO REMAIN 1.111.111.1111.1a...1.0111.1 A\ LIMITS OF MAINTENANCE BY ECCA AND ECN ADDED, SOD QUANTITIES,SPECIES, FITIALANNnr>9) LI,_LOCATIONS,AND IRRIGATION REVISED. 0 10 20 30 40 50 SCALE r-20'-0' NORTH LP—• 4, t"" LEGEND: � v1T7u"` SWALE BOTTOM ELEVATION 1711114 b BACK OF SOUND BARRIER END]SOUND• GRADE ELEVATION 0 SABAL PALM TREE BARRIER SIGN TO BE REMOVED c -- BY OTHERS 0 OAK TREE �G i .'" 6'CHAIN LINK FEN« R/W LINE �I- TO REMAW ■ ! • GRAVITY W _/ ® O.. SOON. 1 ' �/s BARRIER R J° �0_ N JP° _ _. _ ?tf . 2 __- -- -- -. 7r +60.00 -�� -- Jj` �F , °` et ° END 'F 1 I . - ., WA U-PIPE �i�i3ANy'''__-.----�°_10e1114111111%.' _ .. _ ---- cWRLL 23 KV —O� v.RORATAM SODJ ' la•%r'PIPE \�_ •� •%70•PIPE /-fLORATAM SODf �� "` __ 0 -0 iiiii SIDEwALK - 510EWALX `_ 0 n A l•� iNilrfY - -- - _ - - u - - -- - - MERMEN"ELECTRIC AND COMCAST OVERHEAD __ - _._- - _ _ _ _ _ -. - CABLE TV TO REMAIN _I -- -Cu IsIAND 14•RAW J( - __ - TMRINA%PAWS(7) TREE LIGUSTRUM(5) WATER ISu D 4"RAW < \ 01 TREE UGUSTR FI(5) ASI REUM QUAD(73) EEN ISLAND FlCUS(155) GREEN ISLAND FlCUS(155) •INGLE 0.0W COCOPLUM CONVECT 19•X 30"APE NT M (D 2 •W MAINTENANCE PATH :D E T MERGE(131) WINEXISTING ONCRETE COLLAR�E a/ UT —— (MULCH WITH PINESTRAw) W MAINTAINED T SOD TO BE �+ MAINTAINED BY ECCA AND 1\ LLJ 01 UNITS OF MAINTENANCE TEN(WITHIN UNITS OE 1 01 I BY ECG AND ECN A MAINTENANCE). 'WATER MAIN TO REMAIN RCA ISLAND 24.RAW I WATER MAIN TO REMAIN 951 C/L Con.). CE] L1^ 1021 J - • 4.8.-- -----_ u W1- - I I U wI J~ EXISTING TREE DISPOSITION TABLE ((( D U7 I - - _ N TREE/ DISPOSITION TREE/ DISPOSITION TREE# DISPOSITION TREE/ DISPOSITION TREE/ DISPOSITION TREE/ DISPOSITION TREE# DISPOSITION W N U N cp 47 REMOVE 52 REMOTE 57 REMOTE Al REMOVE 67 REMOVE 72 REMOVE 77 REMOTE- 48 REMOVE 53 10 REMNN 58 REMOVE 63 REMOVE 68 REMOVE 73 REMOVE °a' N u„si 49 REMOVE 54 REMOVE 59 - REMOVE 64 REMOVE 69 REMOTE 74 TO REMNN - 0 1.�0,4ow•11W 50 REMOVE 55 REMOVE 60 REMOVE 65 REMOVE 70 TO REMAIN 75 REMOVE E� 51 REMOVE 56 REMOVE 61 TO REMAIN 66 REMOVE 71 REMOTE 76 REMOVE �' -r CD RPLANTING mLIMITS OF MAINTENANCE BY ECCA AND ECN ADDED.SOD QUANTIITES,SPECIES, PLAN . LOCATIONS,AND IRRIGATION REVISED, 0 10 20 30 40 50 .a SCALE r-20'-0' NORTH LP'-. Logic Creek Plant Schedule eet..ede1c rfaM. emir. Qy Native Common Name/Botanical Name Install Specifications Maximum Maintained Size 'Palms 23 Y Thrinax Palm/Tivinax radiata (13,bock row(8'-10'oa.,4'al„full(10,front row(6'-8'oa.,3'c.t.,full 1S oa.,5 spr.,12'c.f.,$'cal. Trees I U X k 15 N Tree Ligushum/tigustrumjaponicum'Recury ifolium' if oa..if spr.,36"c,t„multi-bunked,full 17 oa.,ICY spr.,4S cif.,rnWi-bunked,3"cal. Shrubs/Accents j 0, 8 131 Y Cocoplum/Chrysobaimus icaco 24"oa.,18"spr.,36"o.c.,full 36"oa.,36"spr. •� ,i 465 N Green Island Focus/Ficus rricrocarpa 17'oa.,12"spr.,24"o.c.,full 30'oa.,mass planting •w 1 a 231 N Paspalum Grass/Paspalum quadrifarium 16'oa.,12'spr.,3'o.c.,full 36"oa.,mass planting p Miscellaneous hid'P4',c 3"depth,in all planting areas and between Cocoplum hedge and f_Q 53.2 Cu.Yds Pine Craw Mulch Barrier Wall.Field Vent Quanfit C L e gx 5,100 S.F. N Floratam Sod/Slenotaptvum secondatum Solid,rolled,tightly butted. Field verify quantity & a g '_ N j2.400 S.F. Bahia Sod/Paspdum notatum Solid,rolled,tightly butted. Field verify quantity Wend].e Pests - 0 strrnpersa.Mail Wood '_Dimension Verret O s,(Unpers Snowy T Wood lads a (ril,cdl V-,.s' 0 cu - I nolr[lior(or, Iy/dr. .Yr) -Wwrn LL n , 7C I rte Truro I �' dolt uunwr 0,rnummn,,o,. r. 1 df og a r`1r,•4 _ l _ _ e. • ,'� -t;I�'r614 11-1 QQ l� �1 - \ ! _snlnr-aro,rae xyro,0, I=r,11;1';III t > Fl. —11111600 +- e,islinp Soil I�1—II-11- e.iairy Swl 1440/4) 61 .+ va. �� P n wn,na,.T:p.fr,Nr m w N P \ se n Arr„levee ro o,r_n=,a,pet,ef nw ' , � 1..�� V [riDral I d Min,rwq tiro. SI rWr WirB 51 npNV Dn WAND 3r Pratersion Zane Nirp PR)TiNff Q PlWidln Of heelball m )r ee�,renrn 01 0 0 n...."'spwinp dP,n,mu,n,re,pN GROUND COVER/SHRUB PLANTING WZ NOTE: Be Groups a Trees./lire Barr Alliv4 . w reades Gelween Trees And Conslruclnpn Nlivrly . 1•=— • O �^i 1 Cn-." I' ?ww DeYI :r = i l- !i - ., o �i � l� ii�1l� gu. _ w „a I '— I= =1=1[II=1 I �= -11 Iht lull. I. Cls Undisturbed Soil 0 cr i _ • m • YcTe S:Cn:w/Proleroo,rose:me AMA sorrownei,:p A free Within A W C rRT3 Cwtle Dowdier!'Ry A Radius OF one tow tw faro.faro or TV q VA Tree rn,rl mwawe,M St Alum f.,,fired Gr Ane. far Camps C/ -677 R3 Frees Prate Berekedes Between I,ees And C.W.O.Afl,.ny. I\. N \ • eft O •T,ee Prwnllon Ede,,radea Shall Be forated To P,wKI A `+ ...N......N... ' �� xuieure 01 7511 01 T.Critical Platt:ion Zone. C.71 TREE PROTECTION BARRICADE ., sn.n TING &LIMITS OF MAINTENANCE BY ECCA AND ECN ADDED. SOD QUANTITIES,SPECIES, aFICA D LOCATIONS,AND IRRIGATION REVISED. LP- • 54(7/15 suavt. Burlap Lepers(Flee)-,, I Dee Canopy �..Trunk ll ...Aaigll //'shrub or 6,and Cover Planting Seeds o,straps— ` I 2 x 4 k Ig Si /▪ beeline a Edge Of Sidewalk I''; Mails— 14111 ' Wooed flatten `` /: LI U.. g a IWOed Bran-- 1i11`, `iliVIP --- --� r ,ma,rwd aj LI.J" /I J 1"' Imo:` -Strap Spperad 01'4ZenesNa rut '^ Wood Slakes- ,�` �� • Spitting Per Plaris _Q •�' WOOD BATTEN DETAIL -00 Tree Trunk a ' Sawing Per Plans --)x a Wooed Rrete Top of Wood :,,,.,,,f.-,:_•: ... eg straps Securely a)ln Stakes AM .;.:-C.-/ Fastened ro Tree Straps Positioned f ',.-':•,;,^"..,•..• �,1 ' _srsss srmelr GROUND COVER/SHRUB LAYOUT DETAIL �Z ]g� - 'Fs • P en 55 ToK L fir'••i1I•.,b. :J'e:-. f astened To Wool Stakes �Q 9a�,:Il sl.. 'Ekistlnp Soli Of Tree Meiplo _�• Safely flags Winn Boer0s.pvitiOne0 III ��i1i?I v 2•e 4444 Stake Three Wood Slakes +,� r [e To Fare.Nail Bi eren- FSecurely TO Wood Stake •I- r Sated A!12fM Apart ( — / _.soil Ring Fa Below Finished Grade �«+sTl++ I Y Water Collection O avlj+l�— Mulch Q N NOTE;Stake Imo Firm.Existing Soil LL WOOD STAKING DETAIL I f+a,.J^_1..�,i�I1 T Minimum.PO, J t.y I Ai=1 T of Wood State - /ammo ts, ;._1- 1.-1 Q GD Eats',Soil Bactlill I- , - existing son ro lining Pie 3',PCs Wain Of Rootball LY LM LLI N MULTI-TRUNK TREE PLANTING _ CL Q CO GENERAL NOTES: 1.All mmensions 0'alb less are...aerated for illustrative pusses ono. 7.Straps shell be minimum r wide nylon or polypropylene.All wood states or anchors shad be McBe.beyond the dope of 5041 rho W 3.Plant containers snail be removed prior to It plants are not roinainr and located pelry IlniSned reed,unless otherwise spriril0. 0 punting. grown renbve a miinnmihn of the pop✓k of Wrlip, fabric,or Wire mesh. Never I/II or heed/!the tree q Ow trued. B.Sabel Palms way q hurricane ctrl.All other paths must have fronds tied with brodeeredaDle IwiM.Palm front(shall have no burn �V) m marks,scars,or sanding. LIJ=y lug 3 The uppermost rod[on all frets shall be covered by less then r 0f soil. Use hand tools to carefully remove all excess soil. The ,n to of root ball shall be set r-T ebeve'twin grade and set plumb t0 NM Mrteon. II planting ph is to peep,remove the tree 9.All dimensions provided for wood materials are nominal. 1= a CII ant firmly pack edd/tima soil In...tom of the planting PO 10 raise the rpofball.Alter posit/enirg the tree in the plamio Olt, 11.10 thrOUph rpgbpllS With 3 Or 4 Vertical OOPS((Op 10 60400.1)epualry diiirIOINed around the tree. 10.When a Permanent.Su0Sr/are,or drip irrlgallo system Is provided.a Son ring IS not reouiled. Mult0 II lope or Drooling art. <O(1 ANTT a.Barth,'shall be loosened eolsl,ng soil Remove rocks.sticks,r other delee,lous material greater than rood enrerfia lion I I Alterare tree bracing and poring systems approved ay the Engineer may be used in lieu of the tree bracing end guying methods LL N Z VJ to backrlllirr.Wafer and remote remove air pockets.If existing soils contain excessive sand.clay,or other material not conducive 0eteided on the Index. Altrnre tree protection systems approved by the Ermirmer may be 5500 in lieu of the tree protection N to proper plain growth carnet!Enele.,prior to planting. barricade detailed on the index (` L� \. ,, Cneasµor.AE O 5.Soil rings shah be constructed o existing soil at Ire r0er edge of the plainleg pit,win a height of r me gently sloping Sides 12 Remove aboveground guying systems at the end of the es,0N1sNxnl period \TTII\ ∎wS Ito not pile son on lop of football. i ot V t 6.Mulch shall be a 3'deep layer placed to the edge of the trunk flare,around the One or shrub,or solidly round groun00over. r ""• Neve,pile mulch against the tree trunk —tape TING A LIMITS OF MAINTENANCE BY ECG AND ECN ADDED. SOD QUANTITIES,SPECIES, 'PEOFICATIC D LOCATIONS,AND IRRIGATION REVISED. 1 I�,.L n LEGEND: NOTES: .__ yniu�—_ • SWALE BOTTOM ELEVATION 1.DESIGN SPEED:45 MPH NOTE:SEE SHEET LI-2 FOR ZONE 46 INFORMATION AND SHEET U-3 FOR L2Vu .1 ▪ BACK of SOUND BARRIER 2-SEE IRRIGATION SHEETS LI-3 AND LI-4 FOR IRRIGATION SCHEDULE yb GRADE ELEVATION IRRIGATION SCHEDULE,DETAILS AND NOTES. ' / 3.NO TREES LOCATED WITHIN 24'CLEAR ZONE FROM *SABAL PALM TREE TRAVEL LANE SLASH PINE TREE 4.EXISTING OPERATING SYSTEM IS RE-U5E WATER 30 G F PSI;OPERATING EACH ZONE AT 50 GPM MAX. SYSTEM v ®�� E I5 DESIGNED TO MEET THESE RE• IREMENTS. l N w • +60.03 BA%i i / P v SOLING Exist.RA / a'CHAIN LRWE FENCE TO REMAIN—, �°9 BEAN BARRIER c :;? ; /i +GRAVITY WALL - 8 END swALE iS i9•X 3O 9w �+ :Z°R 1�� 11 1 I1I EY -. 1 u Ix��A}I@R��,-I •7I4TI *� RECRAOINC \� _.. ....-INIl "�I I I} /8 • I��9M .11' UN �lII. IIIiI _ I Ii�Il. 4�-I I !!7 t i ..i L� IIIT Ii II'I'�i Q� • ._ HET k) ills I r O <)I • • +P.-- -_ 1 .__ gal I0°1° ' F A A A A A A@ AS, -'A A _�.c -t,oM f, u- '_ -- AIN9IRD 1906 W I S T� GUARDRAIL PARALLEL END rL1M1150T r ROIMY NOZZLE IWDHIN fU1NTENANCE ST !�IMFIt OE HANI7NAHI , r/ In ANCHORAGE ASSEMBLY 1 Al EMITTER ECU AND ECN LLLl.- W� .IV _- RIP IRRIGATION(TYP) BEGIN CONSTRUCTION SR 951 SR 951 Ce CA Const" SR 951 I N Stto, 1019+60.00 ONE ') Q _...__ -_ ._ __ 1_. OVERHEAD ELECTRIC ARO __. -- ._ ..._... ..._ [Q CNRLE TV TO REMAIN --HMCo ISLAND 29 RAW WATER MAIN TO Rh MAIN '- 1 @i fj 1019 -Sit 951 CA Ca,a. 10 2 0 Ay= ( p a J 1— EXISTING TREE DISPOSITION TABLE 1 Q O 1 TREE# DISPOSITION TREE g DISPOSITION TREE 4 DISPOSITION TREE# DISPOSITION TREE/ DISPOSITION TREE DISPOSITION TREE/ DISPOSITION 1 W N:rn 79 TO REMAIN 83 REMOVE 88 REMOVE 93 - REMOVE 98 REMOVE 103 TO REMNN 106 REMOVE •`' I '•k 0 N - 79 REMOVE 84 REMOVE 89 TO REMAIN 94 REMOVE 99 REMOVE 101 REMOVE I Q yA O 80 REMOVE 65 60 REMAIN 90 REMOVE 95 REMOVE 100 REMOVE 105 REMOVE 81 REMOVE 96 REMOVE 91 REMOVE 96 10 REMAIN 101 REMOVE 106 REMOVE .. U1 62 REMOVE 87 REMOVE 92 REMOK 97 REMOVE 102 TO REMAIN 107 TO REMAIN vtJ w•r_ ®LIMITS OF MAINTENANCE BY ECG AND ECN ADDED. SOD QUANTITIES,SPECIES, IRRIGAT 11.•r LOCATIONS,AND IRRIGATION REVISED. 0 10 20 30 40 50 0 SCALE 1'-20'-0' NORTH LI A 1 • IRRIGATION SCHEDULE ZONES 9&10 SCHEDULE 40 PVC SCHEDULE 200 PVC m;,,;,," SYM. QTY. MANUFACTURER SPEC Gallons per minute Pipe Size Gallons per minute Pipe size !PIM 751 L. RAIN BIRD XFD-09-12 maximum 13.22 gpm maxlmum 1 1 4' 17.26 gpm max mum 1 1/4" , - - - - OMITTED m 23-30 gpm maximum /1 29-35 gpm maximum 1 12' V G g r n " G'{ _ 2'31-50 gpm maximum 2' 36-55 gpm maximum 2' ,. R 0 51•70 gpm maximum 212' 58-80 gpm maximum 2 1/2" N •7 5 31 RAIN BIRD 1806 WITH SAM-R13-18H ROTARY NOZZLE 71-110 gpm maximum 3' 81-120 gpm maximum 3" 1)3 x 111-190 gpm maximum 4" 121-200 gpm maximum 4" _q� S 2 RAIN BIRD VALVE XCZ 100.100PRBR �Q •-00 ■u IRRIGATION INSTALLATION NOTES: PROPOSED WATER USAGE CALCULATION Nr,;'7 1. ALL SYSTEMS TO BE MODIFIED TO PRODUCE AN EFFICIENT XERIC WATERING OPERATION. Zones MAO 12 waves)=78 OPM x 12 minutes day=81=g12 gallons/day Q�r 2. ALL NEW IRRIGATION SYSTEMS TO BE CONNECTED AND MODIFIED TO THE EXISTING IRRIGATION �Z SYSTEM. FIELD VERIFY SYSTEM'S CAPACITY TO ADD ZONES AND PROVIDE ADEQUATE PRESSURE TO -912galons per day x2days per week=1,824 gallons per week p<1 ZONES AS INDICATED ON PLAN. 3. ALL SYSTEMS TO BE ON AUTOMATIC RAIN SENSOR SHUT OFF DEVICES. -1.82417 days=280 gallons/day average. 4. LOCATION OF SPRINKLER DESIGN IS DIAGRAMMATIC,ADJUST AS NECESSARY TO AVOID OBSTRUCTIONS SUCH AS SIGNS AND LIGHT STANDARDS. IRRIGATION CONTRACTOR RESPONSIBLE FOR NOTE:SEE SHEET L64 FOR IRRIGATION DETAILS F-- 100%FULL COVERAGE IN ACCORDANCE TO GOOD INDUSTRY STANDARDS. 0 d S. IRRIGATION CONTRACTOR RESPONSIBLE FOR COORDINATION WITH PROJECT MECHANICAL u_ ✓ CONTRACTOR FOR ADEQUATE WATER SUPPLY,PSI,METER AND MAIN LINE LOCATIONS. m 6. ALL SYSTEMS TO UTILIZE APPROPRIATE BACKFLOW PREVENTER IN ACCORDANCE TO CODES. 7. CONSTANT PRESSURE PIPE AND SLEEVES SHALL BE SCHEDULE 40 PVC. LATERALS SHALL BE CLASS Q ono 200 PVC, ID 8. GROUP NEW VALVES WITH EXISTING AS FEASIBLE. FIELD LOCATE AND VERIFY. M V1 9. SEPARATE TURF ZONES FROM PLANTING BED ZONES AS SHOWN ON PLAN. W W 10.CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT EXISTING SITE CONDITIONS. SHOULD DAMAGE E2 ,o BE INCURRED,THE CONTRACTOR SHALL REPAIR THE DAMAGE TO ITS ORIGINAL CONDITION AT NO ce Q EXPENSE TO THE OWNER. co 11. THE IRRIGATION CONTRACTOR IS TO CONSULT WITH THE GENERAL CONTRACTOR FOR SLEEVING LOCATIONS,ETC. w z 12. UNDERGROUND IRRIGATION SLEEVES SHALL BE DOUBLE THE SIZE OF THE IRRIGATION LINE FOR SPANS W . GREATER THAN 20'. FOR SPANS LESS THAN 20',THE SLEEVE SIZE SHALL BE A MAXIMUM 4"FOR LINES UP TO t O B 3",WITH TWO 2"SLEEVES FOR ELECTRICAL WIRE PLACED IN THE SAME TRENCH. SLEEVES ARE NOT U N REQUIRED FOR SPANS OF 8'OR LESS. W=S qt 13. ALL SPRINKLER HEADS SHALL BE PLACED A MINIMUM OF 6 INCHES AWAY FROM ALL WALKWAYS, DRIVEWAYS AND WALLS. <0'N 14. ADJUST THE RADIUS OF SPRAY OF IRRIGATION HEADS AS NEEDED TO PROVIDE PROPER COVERAGE. W N;a) AVOID OVER-SPRAY ON PAVEMENT AND WALLS.PRESSURE COMPENSATING HEADS SHALL BE USED TO `•' ' ELIMINATE AEROSOL SPRAYING. .,,) m.... ' O 15. USE 12"POP-UPS IN ALL GROUND COVER AREAS,AND 4"POP-UPS IN ALL TURF AREAS. FUNNY PIPE OR �� FLEX PIPE SHALL BE USED BETWEEN SECONDARY LINES AND EACH HEAD. -',." ' Ul 16. ALL ZONES ARE BASED ON APPROXIMATELY 20-50 GPM AT 30 PSI. 'i 17. PIPE SIZING SHALL BE IN ACCORDANCE WITH THE IRRIGATION PLAN AND DETERMINED BY FRICTION }' ....,—.-=.---d) LOSS CHART METHOD WITH MAXIMUM VELOCITY NOT TO EXCEED 5 FPS. IRRIGAI/ON D mLIMITS OF MAINTENANCE BY ECCA AND ECN ADDED. SOD QUANTITIES,SPECIES, • LOCATIONS,AND IRRIGATION REVISED. Lana,. LI- I /'"1 5/3Nt3 0 FINISH GRADE/TOP OF MULCH •S/!Nu O VALVE BOX WITH COVER; MIN BIRD VR-STO O SWNCH LINEAR LENGTH OF WIRE,COILED VC_ I.__ O WATERPROOF CONNECTION U..;:.'- RAIN BIRD OB SERIES 0 00 4 .0 TO a �=t ID TAG U,:OL�v��imra—/��ilf o. `o RMN BIRD100-PGAALVE: �Q; a ■ iiii1116,t+! (INCLUDED IN C2K-t00.PRBiC XR) -0 0..Il C PRESSURE REOUTATING 6LBKET FILTER: I��(((�''' _■�\ IFII, PRESSURE REGu 100 V • pi/ RAIN RNOLDDED M CZK-10D C I IIIIII OE PVC BON 4B FEMALE ADAPTOR OIN', L. CO e,00 O CUCOc) •`O LATERAL PIPE Q PVC BCH BO NIPPLE(LENGTH AS REOWREDI )PVC SCX40 ELL I- -. ©PVC SCR BO NIPPLE(2•WCH LENGTH. O • _ HIDDEN)AND PVC SCH 4O ELL DETAIL OMITTED Cl n ©PVC SCH 40 TEE DR ELL LL. rb ' 4' 9 14 MAINLINE PIPE J :4-....„. J D �,) Rain Bird Valve ©�WCH MINIMUM DEPTH Of 3M-NCH }�� Q I �'-� 4 WASHED GMVEL © �Me( N.T.S In W 0 a PRESSURE-COMPENSATING MODULE �NI!IIh&■ :k;Vi iliiL_ ce BARB INLET X BARB OUTLET EMITTER A-- Q -� 2 WITH PC DIFFUSER CAP. 1, /-n,'��✓r�!�i lYl 2 J 1, , ., RAIN BIRD PC EMITTER WITH PC B 0 )5"DIFFUSER TUBING: O FINISH GRADE ][ V I V��/j��vC V� RAIN BIRD XF SERIES TUBING OR ��" �� 2 POP-UP SPRAY SPRINKLER: W L- RAIN BIRD XT-700 XERI-TUBE OR�✓ \� e*, T O RAIN BIRD XBS BLACK STRIPE TUBING O BIRD ROTARY OZZL WITH RAIN O;F' FINISH GRADE O PVC SCH BO NIPPLE U N m ... (LENGTH AS REQUIRED) LLl I y t7i NOTES: i O PVC SCH 40 ELL J 1- R 1.USE RAIN BIRD XERIMAN TOOL XM-TOOL TO INSERT EMITTER DIRECTLY INTO)t• POLYETHYLENE TUBING. -- ' Ob PVC SCH 40 STREET ELL <O T N 2.RAIN BIRD PC BARB X BARB EMITTERS ARE AVAILABLE IN THE FOLLOWING MODELS: - 6 PVC 6CH 40 TEE OR ELL V PC-OS b GPH PC-07 7 GPH PC-10 10 GPN PC-12 12 GPH O ,\ LL N 1� PC-1B 18 OPH PC-24 24 GPH © O O A I C� PVC LATERAL PIPE 3.PC DIFFUSER CAPS ARE AVAILABLE IN BOTH BLACK AND PURPLE. -S. IL,,.....6t a tV O Rain Bird Emitters O Rain Bird 1806 Rotary Nozzle NTS. V I__ A LIMITS OF MAINTENANCE BY ECCA AND ECN ADDED. SOD QUANTITIES,SPECIES, =no,. LOCATIONS,AND IRRIGATION REVISED. LI-4 4 ............. 5/26/2015 16.A.14. AMENDMENT TO WALL CONSTRUCTION AGREEMENT This AMENDMENT TO WALL CONSTRUCTION AGREEMENT(the"Amendment") is made and entered into this day of , 20 , by and between Eagle Creek of Naples Condominium Association. Inc., a Florida not-for-profit corporation (the "ECN"), Eagle Creek Community Association, Inc., a Florida not-for-profit corporation (the "ECCA"), and Collier County, Florida, a political subdivision of the State of Florida(the"County"). WHEREAS, on April 23, 2013, the County, ECN and ECCA entered into a Wall Construction Agreement(the"Agreement"), relating to the construction of walls identified in the Agreement as the"South Wall"and the"North Wall"(collectively,the "Walls"); and WHEREAS, in Exhibit "D" of the Agreement, the County identified certain trees that needed to be removed to make way for the construction of the Walls, as well as those trees that could remain; and WHEREAS, pursuant to Paragraph 11 of the Agreement, the County agreed to replace any trees that were removed due to construction of the Walls, and ECN and ECCA agreed to assume sole responsibility for the trees after accepting them; and WHEREAS, construction of the Walls has required removal of all trees shown in Exhibit "D" of the Agreement, and the County has determined that the total cost of the replacement trees is approximately $31,004.00; and WHEREAS, all parties agree that the County will provide ECN with a lump sum payment of the estimated tree replacement value instead of the County providing the replacement trees. NOW, THEREFORE, in consideration of the foregoing premises and the following mutual promises (the receipt and sufficiency of such consideration being acknowledged by the parties),the parties agree as follows: 1. The foregoing recitals are true and correct and are incorporated herein by reference. 2. Paragraph 11 of the Agreement is deleted in its entirety and hereby replaced with the following: The parties agree that all trees depicted on Exhibit "D"required removal and need to be replaced. ECN agrees to replace the trees, and the County agrees to pay for the replacement value of the trees. The County shall provide a lump sum payment of$31,004.00 to ECN for the total replacement value of the trees, based on the cost analysis attached as Exhibit "E," within 60 days of the effective date hereof. Upon ECN's receipt of the lump sum payment, the County shall be relieved of any obligations and responsibilities relating to the replacement of trees depicted in Exhibit "D." 4 , '/15 Packet Page -532- ` 5/26/2015 16.A.14. 1 3. Exhibit "E," the Cost Analysis for Tree Replacement, attached hereto and incorporated by reference herein, is hereby added to the Agreement. 4. Except as provided herein, all other provisions of the Agreement shall remain in full force and effect. IIN WITNESS WHEREOF, the parties hereto have caused this Amendment to be executed by their appropriate officials, as of the date first above written. Attest: BOARD OF COUNTY COMMISSIONERS ( DWIGHT BROCK, CIerk COLLIER COUNTY, FLORIDA By: By: , Deputy CIerk Tim Nance, Chairman Approved as to form I and legality: F n __._ th Ki Scott A. Stone , Assistant County Attorney i WITNESSES (TWO) Eagle Creek Community Association, Inc. , W.i i L j), a/ . .; j ,, - 1 i - I ' 4 Print Name: �` . ' -� By: ‘ei, ' . / Li?. P -r Ana!tiAfewlt CadmmI+t`ee. t Dame: ..G,t.)•(G� +"tl j t i (CORPORATE SEAL) fi �.. [14-rRM-x0128/1(70172/I f • 4/28115 0 Packet Page -533- 5/26/2015 16.A.14. { STATE OF f V...` 1 ) )SS: COUNTY OF L;i LLIC\4 ) The foregoin it trumen waS acknowledged before me this L`-'I day of Ar. Y 1 k 20l ) b r4�IDJWI!"1,2s314":'t y y (;¢qty t�tutlaf ECCA., a Florida not-for-profit corpora ion, on behalf of the corporation. He is personally known to me or has produced (type of identification) Q1_\`.L S i_' CenSL as ident'fi at'. n. . 1 i t , t, I "Am, a4 •r•�F Notary Public State of Florida Notary Public Melanie Brauer f� gyp` My Commission EE 645337 Pe\G�(l\„rte 3( Ur v �„..,- Expires 10f21/2016 (_ } Printed Name My commission expires: 10 21 - y C1 WITNESSES (TWO) Eagle Creek of Naples Condominium Association, Inc. t I Print Name: N't In` )c ti3(01uer __4?.,4-'. A?-6 rmt Name: L.4,Liro� i ff By: (et.&.„. eZa,--e-'------- (CORPORATE SEAL) STATE OF T-1,0‘ ,-\ R- ) nJ-` SS: COUNTY OF C..-�t6}�,,L� C The foregoing instrument was acknowledged before me this L I day of Aor \ 20 ivy , by M11. ', a ''t(.('0 C- iGiiof'ECN., a Florida not-for-profit corporation,on behalf of the corporation. He is personally known to me or has produced (type of identification) 0 t c t S LA CC 1°)S€.r as iden4fif ation; o'',, Notary Public State of Ronda Notary Public Melanie Brauer �y My Commission EE 84533+' �{ l ?oF fl Expires 10/21/2016 \i �I i ni c Ur r Printed Name My commission expires: _ I1-2. I - 2i0( [14-1RM-001 28/1 1 701 7211 I 4/28/15 r Packet Page -534- ' 5/26/2015 16.A.14. "s' . Exhibit E Cost Analysis for Tree Replacement . [ Tree Disposition-Andrew Elsie:tic 'Tree Disposition -Stanley Consultants{Wall Agreement) )5;17/13,4/24/14)Plan 1 1' Installation, r ! { :Warranty Cost Per 1 Specification For Tree it Location Disposition Type Tree N Disposition Quantity 1 Plant Replacement for Tree 44 2 ( North ROW To Remain Sabel Palm 2 Removed 1 ; 5 25300 14'.18'OA Slicked 3 ! North ROW 1 T;Remain Oak Tree 3 Removed 1 S 46000 . 65 gal/14'-16'OA 4 II� North ROW To Remain Sabal Palm 4 Removed 1 5 253.00 14'18'OA Slicked 7 I North ROW To Remain Sabel Palm $ Removed 1 j 5 253.00 14'..18'OA Slicked G ) North ROW To Remain Sabal Palm 6 Removed 1 ; 5 253.02 14'•18'OA Slicked F 4 7 North ROW To Remain r Sabel Palm 7 Removed 1 $ 253.00 14'.18'OA Slicked 8 North ROW To Remain Saba'Palm 8 Removed 1 $ 253.00 I4'-.18'OA Slicked i 9 North ROW to Remain Sabel Palm 9 Removed 1 5 25300 14'-18'OA Slicked 1 lc 1 North ROW To Remain Oak Tree 10 Removed 1 $ 460.00 65 gal/14'-16'OA i :1 1 North ROW To Remain Oak Tree 11 Removed 1 $ 460.00 65 gal/14'-16'04 ?2 r North ROW To Remain Sabel Palm 12 Removed 1 5 253.00 14'-38'OA Slicked :3 North ROW To Remain Saba!Palm 131 Removed _ 1 S 253.00 14'418'OA Slicked '4 North ROW ( To Remain Oak Tree 14' Removed 1 5 460.00 65ga;/14'-16'04 :5 North ROW f To Remain Saoal Palm 15i Removed 1 $ 25300 14'-18'OA Slicked 16 North ROW 1 Remove Sabel Palm 16 l Removed 1 $ 253 00 14'-18'OA Slicked :7 North ROW ( Remove ! Sabel Palm 17 Removed i 1 5 253 00 14'-18'CA Slicked E 18 North ROW To Remain Sabal Palm 18; Removed 1 $ 253.00 14'-18'QA Slicked 19 North ROW ; To Remain Oak Tree 19; Removed 1 5 46000 65 gal/14'-16'OA t 20 North ROW Remove I Saba!Palm 201 Removed 1 1 $ 253.00 14'•18'OA Slicked ' 21 North ROW To Remain I Sabal Palm 21 Removed 1 ( 5 253.00 14'-18'OA Slicked 22 North ROW Tn Remain Oak Tree 221 Removed 1 5 460.00 65 Ra1/14'-16'OA 23_1 North ROW To Remain Sabel Palm 231 Removed I 1 $ 253,00 14'-18'OA Slicked 24 North ROW Remove Sabel Pain, 24 Removed 1 1 5 253.00 1 14'-18'OA Slicked f 25 North ROW To Remain Sabel Palm 251- Removed 1 1 1 5 253.00 14--18'OA Slicked 26 North ROW To Remain Oak Tree 261- Removed 1 $ 460.00 ? 65 ga1/14'-16'OA 1 27 1 North ROW i. To Remain I Saba!Palm 27; Removed 1 $ 253 0C 14.18'OA Slicked C 28 ( North ROW To Remain { Sabai Palm 28! Removed 1 5 253 OC 1 14-18'OA Slicked 29 North ROW To Remain Oak Tree 291 Removed 1 5 460.00' 65 gal/14'-16'OA C 30 North ROW To Remain I Oak free 301 Removed � i S 460 OC 65 gal/14'-16'QA 1 31 North ROW f to Remain ( Sabal Palm 311 Removed 1 S 253 00 14'-18'OA Slicked a 1 32 { North ROW I To Remain f Sabal Palm 32' Removed I S 253.00 14'-18'OA Slicked 33 North ROW I To Remain 1 Oak Tree 33. Removed 1 5 460.00 65 gal/14'-16'CA 34 I North ROW To Remain 1 Sabel Palm 34 Removed 1 S 253.00 14'18'OA Slicked 35 North ROW To Remain Sabai Palm 35 Removed 1 S 253.00 14-18'OA Slicked } 36 ! North ROW To Remain Oak Tree 364 Removed 1 $ 460.00 6S gal/14'-16'OA 37 i North ROW To Remain Saba!Palm 3% Removed I 5 253 00 14'-18'QA Slicked 38 North ROW Remove Saba!Palm 35 Removed I S 253.00 14'-18'OA Slicked 39 North ROW f To Remain Oak Tree 36 Removed 1 S 460 00 €5 gal;24'-15'OA 40 i North ROW I To Remain 1 Sabai Pairs 40, Removed I 5 253.00 14'•18'CA S.irked '11 Noah ROW To Remain Oak Tree 4 i Removed ( 1 1 5 460 00 65 gale 74'-16 OA 42 North ROW To Remain Sabal Pain, 421 Removed i 5 253.00 14'1.8'04 Slicked 43 I North ROW Remove I Sabel Palm 43, Removed 1 i 5 253.00 14'18'OA Slicked 44 i North ROW Remove Saba!Palm 441 Removed 5 253 00 14`-18'CA Slicked 45 North ROW To Remain Sabal Palm 45 Removed 1 S 253.00 14'•18'OA Slicked r 46 { Not Identified Not on Plan Not on Plan 46 Not on Plan 1 SUBTOTAL I is 14,283 001 47 } South/ROOT ROtb' Remove Sabai Palm 371 Removed 1 y $ 253.00 1 14'-18'OR Slicked 46 South/F DOT ROW Remove Sabel Palm 481 Removed 5 253.00 14'48 OA Slicked 49 S u h;FOOT ROW Remove 1 Saba!Pawn 48) Removed ( ; 5 25300 14%18.OA Slicked SC Seu t,/=DOT ROW Remove Sabel Pa=m SC' Removed 1 1 5 253 001 14-18'OA Slicked 1 51 sow.. .;DOT ROW Remove Sabai Patin 5 ? Removed 1 E 5 253.00 14'-18'OA Slicked I 52 _ 1 South/FOOT ROW Remove Saba!Palm 521 Removed 1 $ 253.00 14'•18'OA Slicked 53 j South/FOOT ROW t To Remain I Oak Tree 531 Removed i 1 5 460.00 1 65 gat/14--16'04 54 f South/FOOT ROW 1 Remove Sabel Palm 541- Removed 1 j 5 253.00 1 14'-18'OA Slicked 55 t South/FOOT ROW Remove Sabal Palm 551 Removed 1 i S 253.00 1 14-18'OA Slicked l � Packet Page-535- ' 5/26/2015 16.A.14. 1PP 1 56 South/FOOT ROW 1 Remove Sabel Palm r 56 Removed 1 1, $ 253.00 14'-18'OA Slicked 57 South/FOOT ROW 1 Remove Sabal Palm 57 Removed 1 $ 253.00 14'-18'OA Slicked 58 South/FOOT ROW Remove Oak'Tree Se Removed 1 5 460.00 65 gal/14'-16'OA 59 South/FOOT ROW Remove 1 Sabal Palm 59 Removed 1 5 253.00 14'-18'OA Slicked 6C South/FOOT ROW Remove J Sabal Palm 60 Removee 1 5 25300 14'-18'OA Slicked • bl South/F DOT ROW To Remain i Saba{Palm 61 Removed 1 5 253.00 14'-18'OA Slicked 62 South/FOOT ROW Remove I Sabel Palm 62 Removed 1 $ 253.00( 14'-18'OA Slicked 63 South/FOOT ROW Remove I Oak Tree 63 Removed 1 5 460.00 65 gal/1446'OA 64 Steen/FOOT ROW Remove Sabal Palm 64 Removed 1 $ 253.00 14'-18'OA Slicked 65 South/FOOT ROW Remove Sabal Palm 65 Removed 1 $ 253.00 14'-18'OA Slicked • 66 South/FOOT ROW Remove Sabel Palm 661 Removed 1 5 253.00 14'-18'OA Slicked 67 South/FOOT ROW Remove Sabal Palm 671 Removed 1 5 253.00 14'-18'OA Slicked 68 I South/FOOT ROW Remove Saba!Palm 681 Removed 1 5 253.00 14'-18'OA Slicked ' 69 1 South/FOOT ROW Remove Oak Tree 691 Removed 1 5 460.00 65 gal/1446'OA 70 South/FOOT ROW To Remain Sabal Palm 701 Removed 1 5 753 00 14'-18'OA Slicked 71 South/FOOT ROW Remove Sabel Palm 711 Removed 1 S 253.00 14'48'OA Slicked 72 South/FOOT ROW Remove Sabal Palm 721 Removed 1 5 253.00 14'48'OA Slicked l3 South/FOOT ROW Remove Sahel Palm 731 Removed S 1 5 253.00 14'48'OA Slicked 74 South/FOOT ROW To Remain Salmi Palm 741 Removed 1 5 253.00 14'-18'OA Slicked 75 South/FOOT ROW Remove Sabel Palm 75 Removed 1 1 $ 253.00 14'-18'OA Slicked 16 South/FOOT ROW Remove Sabel Palm 76 Removed 1 1 5 253.00 14'-18'OA Slicked 77 South/FOOT ROW Remove ■ Sabel Palm 77 Removed 3 S 253.00 14'-18'OA Slicked 78 South/FOOT ROW To Remain Sabot Palm 78 Removed 1 5 253.00 14'-18'OA Slicked 79 1 South/FOOT ROW Remove Saba:Palm 79 Removed 1 $ 253.00 14'-18'OA Slicked 80 South/FOOT ROW Remove Saba!Palm 80 Removed . 1 S 253 00 14'-18'CA Slicked 81 1 South/FOOT ROW Remove Sabel Palm 81 Removed 1 5 25300 14'-18'OA Slicked 82 1 South/FOOT ROW Remove Sabel Palm 82 Removed ! 1 S 253 00 14'-18'OA Slicked 83 1 South/FOOT ROW I Remove Sabal Palm 83 Removed 1 5 253.00 14'-18'OA Slicked lta South/FOOT ROW I Remove Sabel Palm 84 Removed 1 5 253.00 14'-18'OA Slicked 85 South/FOOT ROW To Remain Sabel Palm 85 Removed 1 5 253.00 14'-18'OA Slicked 86 South/FDOT ROW i Remove Sabel Palm B6 Removed 1 5 253.00 14'1.8'OA Slicked 8' South/FOOT ROW i Remove Sabal Palm 87 Removed 1 5 253.00 14'-18'OA Slicked 88 South/FOOT ROW ! Remove Sabel Palm 88 Removed 1 5 253.00 1448'OA Slicked 89 South/FOOT ROW To Remain Sabel Palm 89 Removed 1 $ 253.00 1448'OA Slicked 90 South/FOOT ROW Remove Saba!Palm 90 Removed 1 $ 253 00 14'-18'OA Slicked 91 1 Scuth/FOOT ROW Remove Sabal Palm 91 Removed 1 5 253 00 14'-18'OA Slicked 92 ' South/FOOT ROW ? Remove Sabel Palm 92 Removed 1 S 253 00 14'48'OA Slicked 93 South/FOOT ROW Remove Sabel Palm 93 Removed 1 5 253.00 1448'OA Slicked 94 South/FOOT ROW Remove Saba'Palm 94 Removed 1 $ 253.00 14'-18'OA Slicked 95 South/FOOT ROW 1 Remove Sabel Palm 95 Removed 1 5 253.00 14'-18'OA Slicked 96 South/FOOT ROW To Remain Sabel Palm 96 Removed 1 $ 253.00 14'-18'OA Slicked 97 South/FOOT ROW Remove Sabel Palm 97 Removed 1 5 253.00 14'-18'OA Slicked 98 South/FDCT ROW Remove Saba;Palm 98 Removed 1 5 ' 253:00 r 14'48'OA Slicked 99 South/FDCT ROW 1 Remove Saba'.Palm 99 Removed 1 S 253.00 14'-18'OA Slicked 100 South/FOOT ROW Remove Sabai Palm 100 Removed 1 S 25300 14'-18'OA Slicked C'1 South/FOOT ROW Remove Saba'Palm 101 Removed 1 5 253 00 14'-18'OA Slicked 102 South/FOOT ROW I To Remain Saba:Palm 102 Removed 1 5 253.00 146'OA Slicked 103 South/FOOT ROW To Remain Saba'Palm 103 Removed 1 $ 253.00} '-1 14'-18'OA Slicked 104 South/FOOT ROW Remove�� Saoal Palm 104 Removed I 1 5 253.00! 14'-18'OA Slicked :05 SoutrUFOOT ROW Remove _ Sabel Palm 105 Removed 1 ~5 253.00 14'-18'OA Slicked 106 South/FDCT ROW Remove Sabal Palm 106 RemoveC 1 $ 253.00 14'-18'OA Slicked 107 Sow n/FOOT ROW To Remain Slash Pine 107 Removed 1 $ 460.00 20'-22'(12'-14'_$1601 108 South/FOOT ROW Remove -e- Saba!Palm • 108 Removed 1 5 253.00 14'-18'OA Slicked SUBTOTAL $ 16,721.00 TOTAL - - $• 31,004-00- 1 0 ' 1 Packet Page -536- ORIGINAL DOCUMENTS CHECKLIST & ROUTIN( 5/26/2015 16.A.14. TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT I v 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. 3. County Attorney Office County Attorney Office ,rf 4. BCC Office Board of County 'G ,��r 4V 1 l 137 5. Minutes and Records Clerk of Court's Office -Pr() 417-6113 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 , \ c* l Phone Number Contact/ Department f-E 41 J-� TAc.t ice. X2.1 c W-S' Z Z - 9-44- Agenda Date Item was Agenda Item Number ," Approved by the BCC \Z„Z\\'7- j tf 1 G A i/ Type of Document umber of Original Attached �. `\Crs-Ic� currents Attached PO number or account number if document is to be recorded c INSTRUCTIONS&CHECKLIST Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes! N/4(Not appropriate. (ii . a Applicable) I. Does the document require the chairman's original signature? },,,a` 2. Does the document need to be sent to another agency for additional signatures? If yes, f provide the Contact Information .' � �� p (Name;Agency;Address; Phone)on an attached sheet. � 3. Original document has been sip-led/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. ' 4. All handwritten strike-through and revisions have been initialed by the County Attorney's Office and all other parties except the BCC Chairman and the Clerk to the Board ,,,,-/-' „r`l j lk 5. The Chairman's signature line date has been entered as the date of BCC approval of the u%` 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 4-' t to signature and initials are required. 7. In most cases(some contracts are an exception),the original document and this routing slip d 1 /- 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 4 3 and all changes made during the ;°fi'i:` meeting have been incorporated in the attache .document. The County Attorney's ',fin;.,14''; Office has reviewed the changes,if applicable. .--. 9. Initials of attorney verifying that the attached document is the version approved by the -t BCC,all changes directed by the BCC have been made,and the document is ready for the ;°'' kin Chairman's signature. , 1: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 r Packet Page-537- '`4 5/26/2015 16.A.14. Project No: 60116 Parcel Nos: 126ROW/ 127TCE/128TCE WALL CONSTRUCTION AGREEMENT THIS WALL CONSTRUCTION AGREEMENT (hereinafter referred to as the "Agreement") s made and entered into on this Z3"S day of A PR 11._ , 20 13, to be effective as of the date upon which this Agreement is approved by the Board of County Commissione-s of Collier County (the "Effective Date"), by and between EAGLE CREEK OF NAPLES CONDOMINIUM ASSOCIATION, INC., a Florida non-profit corporation (hereinafter referred to as "ECN") whose mailing address is C/O American Property Management Services, 8825 Tamiami Trail East, Naples, Florida 34113, EAGLE CREEK COMMUNITY ASSOCIATION, INC., a Florida not-for-profit corporation, whose mailing address is c/o American Property Management Services, 8825 Tamiami Trail East, Naples, Florida 34113 (hereinafter referred to as "ECCA"), and COLLIER COUNTY, a political subdivision of the State of Florida, whose mailing address is 3299 Tamiami Trail East, c/o the Office of the County Attorney, Suite 800, Naples, Florida 34112 (hereinafter referred to as"County"). WITNESSETH: WHEREAS, ECN is the corporate entity responsible for the operation and management of the Stonegate of Eagle Creek Condominium No. One condominium property and the Eagle Creek Condominium No. Five condominium property which comprises the State Road SR-951 /Collier Boulevard frontage of the Eagle Creek community; and WHEREAS, County has conducted a study to determine whether or not portions of the Eagle Creek community meet the criteria for public funding of sound attenuation barriers ("Noise Walls") in connection with improvements being made to State Road SR-951 /Collier _ Boulevard; and WHEREAS, 24 residential dwelling units within the Eagle Creek community were found to qualify for noise mitigation under established criteria with a wall height of 21 feet; and WHEREAS, ECN, ECCA and the Eagle Creek community has expressed an objection to the construction of a 21 foot high Noise Wall along its Collier Boulevard frontage and requested that a shorter wall be constructed; and WHEREAS, it was determined that a shorter wall south of Eagle Creek Drive (hereinafter referred to as the "South Wall"), with a predominant height of 16.5 feet and tapering down to a height of 13 feet at the north end, would provide effective noise mitigation under the established criteria; but a shorter wall north of Eagle Creek Drive (hereinafter referred to the "North Wall") would not provide effective noise mitigation under established criteria (and does NOT, therefore, qualify as a "noise wall"); and WHEREAS, the South Wall is being constructed as part of a Joint Participation Agreement (JPA) between Collier County and the State of Florida Department of Transportation (FDOT) and all plans and specifications therefore have been reviewed and approved by FDOT; and WHEREAS, the parties acknowledge that County is under no obligation to fund any portion of the South Wall; and WHEREAS, the parties desire to construct a gravity wall and earthen berm at the base of the South Wall such that the height of the exposed wall surface visible from Collier Boulevard will not exceed 12 feet; and WHEREAS, FDOT is willing to pay for the South Wall; but will not participate in the cost of the North W all; and Packet Page -538- 5/26/2015 16.A.14. Agreement Page 2 WHEREAS, both ECN and ECCA desire for the North Wall to be constructed outside of the public right-of-way and on the Eagle Creek Condominium No. Five condominium property, and also on ECCA property, and for which ECN and ECCA acknowledge that they will assume all maintenance responsibilities in perpetuity; and WHEREAS, ECCA's architect has provided County with a drawing showing the location of the North Wall, and both ECN and ECCA acknowledge the conflict between the existing community entrance sign and the southerly end of the proposed North Wall as shown on the architect's drawing, and the parties agree that ECCA will remove the sign prior to County's commencement of the construction of the roadway improvements; and WHEREAS, Collier County desires to assist the community with the construction of the North Wall by contributing funding towards the cost of its construction; and WHEREAS, ECN and ECCA wish to review and comment on the design and construction of the North Wall with a design professional representing ECN and ECCA; and WHEREAS, County has agreed to provide ECN and ECCA with the opportunity to participate in the design and construction phases of the North Wall; and WHEREAS, time is of the essence with respect to said participation, and the cooperation of either party should not unreasonably be withheld; and WHEREAS, ECN and ECCA desire to participate in the final placement of the North Wall so that the maximum number of existing trees may be preserved; and WHEREAS, County has identified on Exhibit "D" the trees that must be removed by County to make way for the construction of the walls; and WHEREAS, ECN and ECCA have volunteered to maintain the westerly side of the South Wall and acknowledge that they will be responsible for continuing and perpetual maintenance of the interior(westerly)surface of the South Wall after its construction;and WHEREAS, ECN agrees to convey a perpetual and non-exclusive road right-of-way easement to County, at no cost to County and as more particularly described in Exhibit"A" (attached hereto and hereinafter referred to as "Parcel 126ROW") within which a portion of the South Wall may be constructed (the"Wing Wall"); and WHEREAS, it is acknowledged by and between the parties that upon completion of the drainage improvements on the westerly side of the South Wall, ECN and/or ECCA shall, in perpetuity, bear full responsibility for the routine maintenance of the drainage system both before and after the wet season (such as clearing debris from the drainage inlet grates and sumps to prevent clogging of the pipes and inlets and thereby avoid flooding of the upstream conveyance system); and WHEREAS, ECN agrees to convey a Temporary Construction Easement to County, at no cost to County and as more particularly described in Exhibit"B" (attached hereto and hereinafter referred to as "Parcel 127TCE"), parallel to and abutting the Collier Boulevard right of way specifically for the purpose of constructing the North Wall; and WHEREAS, ECCA agrees to convey a Temporary Construction Easement to County, at no cost to County and as more particularly described in Exhibit "C" (attached hereto and hereinafter referred to as "Parcel 128TCE"), parallel to and abutting the Collier Boulevard right of way specifically for the purpose of constructing the North Wall; and WHEREAS, ECN and/or ECCA agree to install landscaping and irrigation along the eastern side of the North and to maintain the wall, the landscaping and the irrigation into perpetuity; and Packet Page-539- 5/26/2015 16.A.14. Agreement Page 3 WHEREAS, the parties acknowledge that guard rails, gravity walls and hand rails will be installed in accordance with the plans attached hereto as Exhibit "D" and by reference made a part hereof; and WHEREAS, ECN and ECCA acknowledge that County is under no obligation to construct any portion of the North Wall, and further acknowledge that the construction of the South Wall by County and FDOT is a voluntary contribution for the benefit of the Eagle Creek community and for the benefit of the Condominium unit owners;and WHEREAS, County has agreed to construct the South Wall with FDOT funding within the Collier Boulevard road right-of-way with a cap elevation of 19.5 NAVD between (CL Station 1018+60.03, offset 88.364 feet left, thence northerly to a point described as CL Station 1022+59.92, offset 97.562 feet left then bearing northwesterly to a point described as CL Station 1022+73.73, offset 112.026 feet left with a gravity wall and earthen berm at its base such that the height of the exposed wall surface visible from Collier Boulevard of approximately 12 feet in height; and WHEREAS, the parties acknowledge that, pursuant to the provisions of Section 5.03.02.1 of the Collier County Land Development Code, the North Wall is exempt from height restrictions; however ECN and/or ECCA will be required to obtain either an SDP amendment or an insubstantial change determination, along with a building permit for the North Wall; and WHEREAS, County has agreed to construct the North Wall with a cap elevation of 15.5 NAVD between CL Station 1024+91.15, offset 131.435 feet left, thence deflect wall left 45 degrees to a point described as CL Station 1025+05.01, offset 117.015 feet left, then northerly to a point described as CL Station 1029+24.93, offset 108.659 feet left, thence deflect wall left 45 degrees to a point described as CL Station 1029+39.35, offset 122.517 feet left; and NOW, THEREFORE, in consideration of these premises, the sum of Ten Dollars ($10.00), and other good and valuable consideration, the receipt and sufficiency of which is hereby mutually acknowledged, it is agreed by and between the parties as follows: 1. All of the above RECITALS are true and correct and are hereby expressly incorporated herein by reference as if set forth fully below, and all Exhibits referenced herein are made a part of this Agreement. 2. ECN, and ECCA as appropriate, shall deliver to County, at no cost to County and within ninety (90) days of the effective date of this Agreement, the following properly executed documents (ECN's delivery of said properly executed documents is hereinafter referred to as the"Closing"): a. from ECN, a Perpetual, non-exclusive Road Right-of-Way Easement to County across Stonegate .Condominium common elements (for Wing Wall construction, i.e., Parcel No. 126ROW); b. from ECN, a Temporary Construction Easement to County across Eagle Creek Condominium No. 5 common elements for construction of a portion of the North Wall (Parcel 127TCE); c. evidence of the authority of the entity and signatory to execute said Right-of- Way Easement and Temporary Construction Easement on benaif of EON; d. from ECCA, a Temporary Construction Easement to County for construction of a portion of the North Wall(Parcel 128TCE); e. evidence of the authority of the entity and signatory to execute said Temporary Construction Easement on behalf of ECCA; f. a Public Disclosure Act Disclosure Affidavits as required by Section 286.23, Florida Statutes;and g. all releases / subordinations which may be required to remove and/or subordinate all liens and encumbrances from the Right-of-Way. Packet Page-540- 5/26/2015 16.A.14. Agreement Page 4 3. Upon receipt of the foregoing, County shall record said Right-of-Way Easement and Temporary Construction Easements and provide ECN with a receipt for all recording fees and documentary stamp taxes. 4. This Agreement shall become null and void and all obligations of the parties hereto shall be terminated in the event that ECN fails to deliver to County, within ninety (90) days of the effective date of this Agreement, all documents referenced in Paragraph 2 (above). 5. After the receipt of all items identified in Paragraph 2 above, and after satisfactory completion of all obligations set forth in Paragraph 2 above, County shall construct at: (a) subject to FDOT funding, a wall south of Eagle Creek Drive within the Collier Boulevard right-of-way (the South Wall) with a cap elevation of 19.5 NAVD between (CL Station 1018+60.03, offset 88.364 feet left, thence northerly to a point described as CL Station 1022+59.92, offset 97.562 feet left then bearing northwesterly to a point described as CL Station 1022+73.73, offset 112.026 feet left with a gravity wall and earthen berm at its base such that the height of the exposed wall surface visible from Collier Boulevard of approximately 12 feet in height; and (b) its sole cost a wall north of Eagle Creek Drive on ECN property(the North Wall)with a cap elevation of 15.5 NAVD between (CL Station 1024+91.15, offset 131.435 feet left, thence deflect wall left 45 degrees to a point described as CL Station 1025+05.01, offset 117.015 feet left, then northerly to a point described as CL Station 1029+24.93, offset 108.659 feet left, thence deflect wall left 45 degrees to a point described as CL Station 1029+39.35, offset 122.517 feet left. Said wall construction (both walls) shall occur as part of the US-41 / Collier Boulevard at-grade project currently under way, and in substantial conformance with the drawings attached hereto as Exhibit "D." ECN and ECCA may select a color for the wall; but must do so within ninety(90)days of the effective date of this Agreement. The North Wall will be warranted by County to be free of defects for a period of one year after the completion of its construction. 6. Prior to the construction referenced in Paragraph 5 (above) County shall remove the existing wall presently located where the North Wall is to be constructed. 7. ECN or ECCA shall be responsible for obtaining an SDP amendment or insubstantial change determination, along with a building permit for the North Wall. Time is of the essence. 8. ECN and/or ECCA shall be responsible in perpetuity for the repair and routine maintenance of the interior (westerly) surface of the South Wall after its construction (including but not limited to pressure cleaning and painting), and shall assume complete and total responsibility in perpetuity for maintenance of the North Wall including all landscaping, irrigation and sod (up to the right-of-way line). 9. County and/or FDOT shall be responsible for the repair and maintenance of the exterior (easterly) surface of the South Wall. 10. After the completion of construction of the North Wall and the acceptance of the improvements and landscaping and irrigation by ECN and ECCA, ECN and ECCA shall thereafter assume all maintenance responsibilities for the North Wall, and landscaping and irrigation. 11. Where the construction of the walls dictates that trees must be removed, and to the extent that ECN and/or ECCA wishes said trees be replaced, ECN or ECCA, using the plans attached as Exhibit "D," shall indicate the location(s) for the planting of replacement trees, understanding that the replacement trees are not likely to be equal to the size of the trees which had to be removed in order to construct the walls. The marked-up plans showing the preferred location(s) of the replacement trees shall be provided to County within 60 days of the effective date hereof. After the completion of Packet Page -541- 5/26/2015 16.A.14. Agreement Page 5 construction and acceptance of the replacement trees by ECN and ECCA, ECN and ECCA shall assume sole responsibility for the trees. 12. County shall use its best efforts to retain shrubs and other vegetation during wall construction; but it makes no representation that any vegetation or shrubs will be retained except for the trees referenced in the preceding paragraph. 13. Vehicular guardrails, gravity walls, and pedestrian handrails shall be installed and/or removed in accordance with the plans attached hereto as Exhibit"D." 14. County shall install Bahia sod between the proposed sidewalk and the North and South Walls. 15. Within ninety (90) days of notice from County that the North Wall has been inspected and meets specifications, ECN and/or ECCA shall commence installation of landscaping and irrigation between the North Wall and the Collier Boulevard right-of- way line as required by the Collier County Land Development Code. 16. In the event that either ECN or ECCA desires to replace any of the Bahia sod in the right-of-way with St. Augustine sod, then ECN and/or ECCA shall be responsible for obtaining permission from FDOT to sod and irrigate beyond their property into the FDOT right-of-way after completion of the roadway construction project. 17. This Agreement and the terms and provisions hereof shall be effective as of the date this Agreement is executed by both parties and may only be modified by written amendment thereto. 18. The reciprocal obligations contained herein are contingent upon no other provisions, conditions, or premises other than those so stated above; and this written Agreement, including all exhibits attached hereto, shall constitute the entire Agreement and understanding of the parties, and there are no other prior or contemporaneous written or oral agreements, undertakings, promises, warranties, or covenants not contained herein. 19. This is the entire agreement between the parties with respect to the matters set forth herein, and any notice, request, demand, instruction or other communication to be given to either party hereunder shall be in writing sent by facsimile with automated confirmation of receipt, or registered or certified mail, return receipt requested, postage prepaid or personal delivery addressed as follows: If to County : Transportation Engineering Attn: Kevin Hendricks Right-of-way Acquisition Manager 2885 South Horseshoe Drive Naples, Florida 34104 Telephone 239-252-5844 Fax 239-252-6643 With a copy to: Heidi Ashton-Cicko Assistant County Attorney Office of the County Attorney Harmon Turner Building 3299 Tamiami Trail East Suite 800 Naples, Florida 34112 Telephone 239-252-8400 Fax 239-252-0225 Packet Page-542- 5/26/2015 16.A.14. Agreement Page 6 If to ECN: George Brinkmoeller, President Eagle Creek of Naples Condominium Association, Inc. 782 Eagle Creek Drive#303 Naples, Florida 34113 Telephone: With a copy to: Becker and Poliakoff, PA Attn: Sarah Spector, Esq. 12140 Carissa Commerce Court, Suite 200 Fort Myers, Florida 33966 Telephone: (239)433-7707 Fax: (239)433-5933 If to ECCA: R. L. ("Randy")Van Alstine, President Eagle Creek Community Association, Inc. do American Property Management Services 4280 Tamaimi Trail East#204 Naples, Florida 34112 Telephone: (239)774-0105 Fax: (239)774-0112 With a copy to: Becker and Poliakoff, PA Attn: Sarah Spector, Esq. 12140 Carissa Commerce Court, Suite 200 Fort Myers, Florida 33966 Telephone: (239)433-7707 Fax: (239)433-5933 18. To the extent permitted by law, ECN and ECCA shall indemnify, defend, save and hold harmless County and/or FDOT against and from, and reimburse County with respect to, any and all damages, claims, liabilities, laws, costs and expenses(including without limitation reasonable paralegal and attorney fees and expenses whether in court, out of court, in bankruptcy or administrative proceedings or on appeal), penalties or fines incurred by or asserted against the County by reason or arising out of the construction of the Publicly Funded Noise Wall and all other obligations and performance under this Agreement. 19. This Agreement is not intended to create any rights, benefits or entitlements in any person or entity who is not an undersigned party to this agreement. No third-party beneficiary claims may be asserted on the basis of this Agreement. 20. This Agreement is governed and construed in accordance with the laws of the State of Florida. 21. All obligations contained herein other than the granting of the fee simple and easement interests shall survive the recording of the Warranty Deed and Temporary Construction Easement. THE REMAINDER OF THIS PAGE INTENTIONALY LEFT BLANK Packet Page -543- 5/26/2015 16.A.14. Agreement Page 7 IN WITNESS WHEREOF, the parties have caused these presents to be executed the date and year first above written. AS TO COUNTY: DATED:.APR.). Z 3 Zo l 3 ATT BOARD OF COUN COMMISSIONERS p1{�Gt ;: OCILc CO -R COU , FLORIDA Andy' &r�lvNkt / BY: .,y o • , Clerk G: •rgi_"A' i'er, Esq. A t as ionalir _ar signature only r C oman Appro ed as to fort&l9'` sufficiency i AS TO ECN: .L 4 1" l ,K( ) County Attorney WITNESSES: EAGLE CREEK OF NAPLES CONDOMINIUM ASSOCIATION, INC., a Florida Corporation not for profit IL./..A.//1. ....)� By: i� A Witness (Sign- ure)i eorge 5 rinkm•-tier, President Name: ,, • 1- 'nt) Witness (S'o n_ature) / Name: �{:��..0 •�h fei/ (Print) AS TO ECCA: EAGLE CREEK COMMUNITY ASSOCIATION, INC., a Florida 14 DATED: b1�3 not-for-profit corporation 'I._�.�. .. i� By: C, • - A(A A 1 i1.!.. Witness (Signatur-i) R. . ("Randy") VanAlstine President Kb-We-en R.d.0Zz► 6■15a23e (M or t or T e) • Packet Page -544- Witness (Signature) Lp,je-ocitf' 'P✓ 5/26/2015 16.A.14. 1 I " EXHIBIT"A"(1 of 1) T 'i° E TRACT 'R• (EAGLE CREEK DRIVE) S EAGLE CREDO COMMUNITY 0 70 40 ASSOCIATION, INC. ___ OR 3978, PG 6 GCAPEC SCALE FOLIO-NO, 30185040007 1'•40, S58'35'DB'E r« 17.14' I NO2'2B'1WE p POB - • 22.85' �p. 123 3OS V 5SO.85' v 2 la I N58'35'08V • 17.14' I �w EAGLE CREEK COUNTRY CLUB PB 14, PG I EXISTING RW PART OF f TRACT 'B• STONEGATE OF EAGLE CREEK CONDOMINIUM NO. ONE DECLARATION RECORDED 0 OR 1348, PG. 1330 MULTIPLE FOUO NO'S. LEGEND RW„-RAW-OF-WAY OR-OFTICIAI RECORDS BOOK PB - PLAT BOOK PO- PAGE POB- PONT OF MORNING P0C- POINT OF COMMENCEMENT NO. - NUMBER S.R. -STATE ROAD AKA-ALSO KNOWN AS LEGAL DESCRIPTION — PARCEL 126ROW A PARCEL OF LAND LYING IN SECTION 3, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COWER COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: . BEGINNING AT THE SOUTHEASTERLY CORNER OF TRACT R, AS DESCRIBED IN OFFICIAL RECORDS 800K 3976, PAGE 6 OF NE PUBLIC RECORDS OF COWER COUNTY, FLORIDA, ALSO BEING A COMMON CORNER WITH STONEGATE OF EAGLE CREEK CONDOMINIUM NO. ONE, PER OFFICIAL RECORDS BOOK 1348, PAGE 1330 OF THE PUBLIC RECORDS OF COWER COUNTY, FLORIDA, ALSO BEING A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF STATE-ROAD 951; THENCE 502'28'18'W FOR 22.85 FEET ALONG THE WESTERLY RIGHT-OF-WAY LINE OF STATE ROAD 851; THENCE LEAVING SAID WESTERLY RIGHT-OF-WAY UNE, N58'35'06"W FOR 17.14 FEET: THENCE NO2'28'18'E FOR 22.85 FEET TO A POINT ON THE SOUTHERLY BOUNDARY OF TRACT "R",AS DESCRIBED IN OFFICIAL RECORDS BOOK 3978, PAGE 6 OF THE PUBLIC RECORDS OF COWER COUNTY, FLORIDA; THENCE ALONG THE SOUTHERLY BOUNDARY OF TRACT "Rw, S5B'35'08"E FOR 17.14 FEET, TO THE POINT OF BEGINNIG OF NE PARCEL DESCRIBED HEREIN. CONTAINING 343 SQUARE FEET MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. TECM-ROW AUG 1 5 2012 /AJAL (51�11. MICHAEL A. WARD PROFESSIONAL LAND SURVEYOR LS# 5301 DATE SIGNED NOT VALID WITHOUT THE ORIGINAL SIGNATURE & RAISED EMBOSSED SEAL OF A FLORIDA REGISTERED PROFESSIONAL SURVEYOR AND MAPPER. THIS IS NOT A SURVEY, hiP..It 1017 MO.w-1X011\mro,mm tall•as l-i...y,,,•••■•••• arI+111\b wwlla,- aw —wrwi..\mr-w r aTro_tw¢w,r • PROJECT: U.8.41/C.R.961/8.R.96I R.V SKETCH AND LEGAL DESCRIPTION s-M MIRA* -wWM Peek Ow-.IIN IN PREPARSS TOOL COWER COUNTY COYERRLEWT/BOARD OF COUNTY COMMISSIONCRS - PY-c N Merida WIN P-I LBNo.PAK:pOq!»�7P LB N.:11914 JOB NUMBER REVISION SECTION I TOWNSHIP I RANCE f SCALE ` DATE I DRAWN BT SHEET 090081.00.00 T 3 515 26E t 1' - 40' f 8/10/12 R.A.K. 1 OF 1 -- Packet Page -545- 5/26/2015 16.A.14. N EXHIBIT N.N. N p ,—,S�f 1 N 1� L tee. E UNPLATTED 9�'i'�(1 RED NAPLES HOLDINGS V, LLC 1 V\� ..• OR 4712, PG 2198 I S FOLIO NO. 00726724107 0 100 200 a o., GRAPHIC scA E 1' • 200' \e TRACT "M-1" Q CRYSTAL LAKE TERRACES AT I EAGLE CREEK PB16, PG 30 587'30'12"E I EAGLE CREEK CONDOMINIUM 34.89' N0. 5 DECLARATION DR 1505 PG 1828 NO2'29'48"E A 127TCE e 17.76' 8,543 SF N40'04'51'1'1 i.(•i. 19.94' c/v i WOE O5 UNPLATTED "7/- c �yy� EAGLE CREEK COMMUNITY e h/N (n• $ ASSOCIATION, INC. v 4 OR 3978, PG 6 z FOLIO NO. 30180160005 N54'21'06"W '• 23.26' , '08 UNPLATTED TRACT "R" (EAGLE CREEK DRIVE) EAGLE CREEK COMMUNITY ASSOCIATION, INC. OR 3978, PG 6 FOLIO NO. 30185040007 LEGEND RW = RIGHT-OF-WAY EXISTING R OR = OFFICIAL RECORDS BOOK PB = PLAT BOOK PG .. PAGE POB = POINT OF BEGINNING NO. .- NUMBER S.R. = STATE ROAD 1 Q, AKA = ALSO KNOWN AS co LEGAL DESCRIPTION — PARCEL 127TCE A PARCEL OF LAND LYING IN SECTION 3, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF TRACT "M-1", CRYSTAL LAKE TERRACES AT EAGLE CREEK, AS RECORDED IN PLAT BOOK 16, PAGE 30 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, ALSO BEING A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF S.R. 951 (ISLE OF CAPRI ROAD): THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID TRACT "M-1", N54'21'06"W FOR 23.26 FEET; THENCE LEAVING SAID SOUTHERLY BOUNDARY, N04'56'15"E FOR 370.27 FEET; THENCE N40'04'51"W FOR 19.94 FEET; THENCE NO2'29'48"E FOR 17.76 FEET, TO A POINT ON THE NORTHERLY BOUNDARY OF SAID TRACT "M-1"; THENCE ALONG THE NORTHERLY BOUNDARY OF SAID TRACT "M-1", S87'30'12"E FOR 34.89 FEET, TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF S.R. 951; THENCE ALONG THE WESTERLY RIGHT-OF-WAY LINE OF SAID S.R. 951, 504•56'15"W FOR 415.47 FEET, TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING 8,543 SQUARE FEET MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. AIA-MICHAEL A. WARD PROFESSIONAL LAND SURVEYOR LS# 5301 Dill;GNED NOT VALID WITHOUT THE ORIGINAL SIGNATURE & RAISED EMBOSSED SEAL OF A FLORIDA REGISTERED PROFESSIONAL SURVEYOR AND MAPPER. THIS IS NOT A SURVEY. An,IL 2012 1:27••6.7669\OaO0a1.O000 1611•06621 64,..11...•.•,=.,=,6 AM or,221 6610\605 Pl..v.1-6.q\2MM. 0..4.0.\IIY-A1,...0\sgv-u ltEwq PROJECT: U.S.41/C.R.951/S.R.951 F.T.-,IL,TIN 11 7 �� SKETCH AND LEGAL DESCRIPTION y& PARCEL 127TCE: TEMPORARY CONSTRUCTION EASEMENT 66109660.Perk Drivae.6Wk 200 Naples,Florida 20108 PREPARED FOR: COLLIER COUNTY GOVERNMENT/BOARD OF COUNTY COMMISSIONERS Phone:(730)6670676 FAX:(230)6970676 LB No.:6962 JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 090081.00.00 0 1 3 I 51S I 26E 1" = 200' 1 4/12(13 R.A.K. I SKD_127TCE I 1 OF 1 Packet Page-546- 5/26/2015 16.A.14. ,...., �. .ess, UNPLATTED 1V---rail E RED NAPLES HOLDINGS V. LLC OR 4712, PG 2198 S FOLIO NO. 00726724107 0 100 200 d GRAPHIC SCALE o 1'= 200' \f TRACT "M-1" CRYSTAL LAKE TERRACES AT EAGLE CREEK P816, PG 30 EAGLE CREEK CONDOMINIUM NO. 5 DECLARATION OR 1505 PG 1826 P o , 1 to EZ Cn UNPLATTED X Q EAGLE CREEK COMMUNITY S54'21'O6`E N ASSOCIATION, INC. 23.26' 9 g OR 3978. PG 6 1 FOLIO NO. 30180160005 N04'56'15"E 43.04' 'OB N49'55'09"E 20.15' Nit N05'45'02"W • SO4'43'29`W UN PLATTED 51.89' 95.33' TRACT "R" (EAGLE CREEK DRIVE) EAGLE CREEK COMMUNITY N8731'42"W 128TCE ASSOCIATION, INC. 25.00' 2,633 SF 1 OR 3978, PG 6 FOLIO NO. 30185040007 LEND RW∎RIGHT—OF—WAY EXISTING R OR .. OFFICIAL RECORDS BOOK PB — PLAT BOOK PG ■ PACE POB — POINT OF BEGINNING NO. - NUMBER S.R. .. STATE ROAD y AKA - ALSO KNOWN AS LEGAL DESCRIPTION - PARCEL 128TCE A PARCEL OF LAND LYING IN SECTION 3, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF TRACT "M-1", CRYSTAL LAKE TERRACES AT EAGLE CREEK, AS RECORDED IN PLAT BOOK 16, PAGE 30 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, ALSO BEING A POINT ON THE WESTERLY RIGHT—OF—WAY LINE OF S.R. 951 (ISLE OF CAPRI ROAD); THENCE ALONG THE WESTERLY RIGHT—OF—WAY LINE OF SAID S.R. 951. 504'43'29"W FOR 95.33 FEET; THENCE LEAVING SAID WETSTERLY RIGHT—OF—WAY LINE, N8731'42"W FOR 25.00 FEET; THENCE N05'45'02"W FOR 51.89 FEET; THENCE N49'55'09"E FOR 20.15 FEET; THENCE NO4'56'15"E FOR 43.04 FEET, TO A POINT ON THE SOUTHERLY BOUNDARY OF SAID TRACT `M-1"; THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID TRACT "M-1", 554'21'06"E FOR 23.26 FEET, TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; CONTAINING 2,633 SQUARE FEET MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. (is' 13 C ''AEL A. WARD PROFESSIONAL LAND SURVEYOR LS# 5301 DATE SIGNED NOT VALID WITHOUT THE ORIGINAL SIGNATURE & RAISED EMBOSSED SEAL OF A FLORIDA REGISTERED PROFESSIONAL SURVEYOR AND MAPPER. THIS IS NOT A SURVEY. —U.IC,.).27 ft a\a0 \••••••,.QIW••,,••••).•••••••.••••••••••••CMS,...VW.ti."\,..,-S,my\SbIG h.0--.ew1,50_,*M a\9m-,ZS,gs p INC �. PROJECT: U.S.41/C.R.951/S.R.951 A Plasma SKETCH AND LEGAL DESCRIPTION c xs L PARCEL 128TCE: TEMPORARY CONSTRUCTION EASEMENT MO Yam WA,,.S,JMe 200 PREPARED FOR: COLLIER COUNTY GOVERNMENT/BOARD OF COUNTY COMMISSIONERS Mom(299) 515 AX:1239159741576 (B No.:6952 JOB NUMBR 090081.00.00 I REVISION I SECTION I TOWNSHIP I RANGE 11"SCALE 200' I 4/12/13 _D R.A.K. J SKD_128TCE I 1 S of T 1 Packet Page -547- 5/26/2015 16.A.14. EXHIBIT D 1of7 W J $s° W J Qo1 r------- 1---- W ., Q o 0 4.41' �U NLa -- Vv' 2 as :°x, a of I Qw0 z tt vo — '' �CI� - - - - - , N Va Ifs se J i 4 oho a b. Nt Wt. 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