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Agenda 02/11/2019 Cedar Hammock Community Development District Board of Supervisors Norman Day,Chairman Quentin Greeley,Vice Chairman Justin Faircloth,District Manager Jack Rupe,Assistant Secretary Dan Cox,District Counsel John Martino,Assistant Secretary Sam Marshall,District Engineer Gene T.Bolton,Assistant Secretary Regular Meeting Agenda February 11,2019—3:00 p.m. 1. Roll Call • 2. Approval of Agenda 3. Audience Comments 4. Old Business 5. New Business A. South Florida Water Management District 1/9/19 Inspection B. Preliminary FY2020 Budget Discussion 6. Attorney's Report A. Resolution 2019-03 Setting Public Hearing B. Resolution 2019-04 Levying Special Assessments 7. Engineer's Report A. Draft Supplemental Engineer's Report B. Bridging Solutions Bridge Replacement Design Documents i. Final Draft of RFP ii. List of Bidders iii. Bridge Location Exhibit iv. Signed and Sealed Final Bridge Plans C. Ingenium Bulkhead Replacement Design Documents i. Forge Engineering Report of Geotechnical Exploration ii. Banks Engineering Wall Replacement Layout iii. Bid Tabs Bulkhead Walls iv. RFP Timber Bulkhead Rehabilitation with Vinyl Sheet Pile and Sheet Pile Wall Specification v. Signed and Sealed Final Bulkhead Plans Cedar Hammock CDD February 11,2019 Page 2 vi. Rock Sounding Bulkhead#4 vii. Rock Sounding Bulkhead#16 viii. Rock Sounding Bulkhead#17&#5 ix. List of Bidders D. Quarter 4 2018 Water Use Compliance Report 8. Manager's Report A. Approval of the Minutes of the January 7,2019 Continued Meeting B. Approval of the Minutes of the January 14,2019 Meeting C. Financial Report D. Follow-Up Items 9. Communication to Master Board 10. Supervisors Requests 11. Adjournment THE NEXT REGULAR MEETING IS SCHEDULED FOR MARCH 11,2019 District Office: Meeting Location: 5911 Country Lakes Drive Cedar Hammock Clubhouse Fort Myers,Florida 8660 Cedar Hammock Boulevard 239-245-7118 Naples,Florida www.CedarHammockCDD.com Napirs Battu NIZWS NaptesNews.com Published Daily Naples,FL 34110 Affidavit of Publication State of Florida Counties of Collier and Lee Before the undersigned they serve as the authority, personally appeared Natalie Zollar who on oath says that she serves as Inside Sales Manager of the Naples Daily News,a daily newspaper published at Naples,in Collier County, Florida;distributed in Collier and Lee counties of Florida;that the attached copy of the advertising was published in said newspaper on dates listed.Affiant further says that the said Naples Daily News is a newspaper published at Na- ples,in said Collier County,Florida,and that the said newspaper has heretofore been continuously published in said Collier County,Florida;distributed in Collier and Lee counties of Florida,each day and has been entered as second class mail matter at the post office in Naples in said Collier County,Florida,for a period of one year next preceding the first publication of the attached copy of advertisement; and affiant further says that he has neither paid nor promised any person, or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. Customer Ad Number Copyline P.O.# CEDAR HAMMOCK COMMUNITY 2118983 Notice of Meetings C Pub Dates September 27,2018 (Sig ture of affiant) KAROLE KANGAS ,•': H Nrdary PuDk-Sat dRoddo Sworn to and subscribed before me +, ca40fk rca+ma, This September 28,2018 My Comm.wires JLI NOI 7M1 I "�' edammoughwmwwuyAsm (Signature of affiant) Notice of Meetings Cedar Hammock Community Development District The Board of Supervisors of the Cedar Hammock Communit Development District will hold their meetings for Fiscal Year 2019 at the Cedar Hammock Clubhouse, 8660 Cedar Hammock Boulevard, Naples, Florida at 3:00m. on the second Monday ofthe following months except as noted: October 8,2018 November 12,2018(at]:00p.m.) January 14,2019 February 11,2019 March 11,2019 April 8,2019 May 13,2019 There may be occasions when one or more Supervisors will participate by telephone. Meetings may be continued to a date and time certain which will be announced at the meeting. In accordance with the provisions of the Americans with Disabilities Act, any person requiring special accommodations at this meeting because of a disability or physical impairment should contact the District Management Company, Inframark, Infrastructure Management Services at (954) 603-0033. If you are hearing or speech impaired, please contact the Florida Relay Service at 7-1-1 for aid in contacting the District Office. Each person who decides to appeal any action taken at these meetings is advised that person will need a record of the proceedings and that accordingly, the person may need to ensure that a verbatim record of the proceedings is made,including the testimony and evidence upon which such appeal is to be based. Justin Faircloth District Manager September27,2018 No.2118983 Cedar Hammock Community Development District It is with regret that I am unable to continue participating on the Cedar Hammock CDD Board of Supervisors. I am submitting this letter of resignation From the Board of Supervisors of the CDD, Collier County,Seat Four to be effective upon receipt of this letter. I want you to know that I support all that the board is trying to accomplish. Respectfully submitted; t � v Jack L. Rupe Agenda Page 9 RESOLUTION 2019-03 A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE CEDAR HAMMOCK COMMUNITY DEVELOPMENT DISTRICT PURSUANT TO RESOLUTION 2019-04,SETTING A PUBLIC HEARING TO BE HELD FOR THE PURPOSE OF HEARING PUBLIC COMMENT ON THE LEVY OF NON•AD VALOREM SPECIAL ASSESSMENTS ON CERTAIN PROPERTY WITHIN THE BOUNDARIES OF THE DISTRICT PURSUANT TO CHAPTERS 190, F.S., 170,F.S.,AND 197,F.S. WHEREAS, the Board of Supervisor ("Board") of the Cedar Hammock Community Development District ("District") has previously adopted Resolution 98-17, the Initial Assessment Resolution, for implementing the limits, definitions,purpose, intent, location, nature and estimated cost project improvements to be defrayed partially by certain non-ad valorem special assessments on certain properties within the boundaries of the District: and WHEREAS, the Initial Assessment Resolution provides for the portion of the estimated cost or improvements to be defrayed by the non-ad valorem special assessments and provides further for the manner in which such assessments shall be levied,when the levy shall occur,and setting forth and designating the lands upon which the: assessment shall be levied,providing for an assessment plat,the preparation of a preliminary assessment roll,and related matters and WHEREAS, the Initial Resolution of the Board further provides for that notice and conduct of a public hearing to consider the advisability and propriety of the non-ad valorem special assessments and related project improvements, be affected providing for publication of this resolution;and WHEREAS, pursuant to the Initial Assessment Resolution 2019-04, a preliminary assessment roll been prepared and allot the conditions precedent as set forth and applicable provisions of Ch. 190, F.S., 170, F.S. 197, F.S. pertaining to the notice and conduct of the aforementioned public hearing, has been satisfied and all related documents are available for public inspection at the offices of Wilson, Barton, and Peck, 4511 Colonial Boulevard, Fort Myers,FL 33912. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE CEDAR HAMMOCK COMMUNITY DEVELOPMENT DISTRICT, COLLIER COUNTY,FLORIDA: 1. There is hereby declared to be a public hearing to be held at 3:00 P.M.,Thursday, March 14, 2019 at Cedar Hammock Clubhouse, 8660 Cedar Hammock Boulevard, Naples, Florida, for the purpose of hearing questions, comments and 1 Agenda Page 10 objections to the proposed non-ad valorem special assessments and the related project improvements as defined in the preliminary assessment roll, a copy of which shall be available for public inspection at the offices of Banks Engineering. 10511 Six Mile Cypress Parkway, Fort Myers, FL 33966. Affected persons may either appear at the hearing or submit their written comments prior to the meeting to the offices of the District Manager, 5911 Country Lakes Drive,Fort Myers,FL 33905. 2. Notice of said hearing shall be mailed to affected property owners at least twenty (20) day. in advance of the hearing by first class mail and advertised in accordance with Ch. 190, F.S., 170, F.S., and 197, F.S., as applicable. The District Manager is hereby authorized and instructed to place said notice in a newspaper of general circulation within Collier County pursuant to the requirements of the Initial Assessment Resolution in substantially the form attached hereto as Exhibit"A". 3. This resolution shall become effective upon its passage. APPROVED AND ADOPTED this 11th day of February,2019. THE CEDAR HAMMOCK COMMUNITY DEVELOPMENT DISTRICT Attest: District Manager Chairman,Board of Supervisors 2 Agenda Page 12 RESOLUTION 2019-04 A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE CEDAR HAMMOCK COMMUNITY DEVELOPMENT DISTRICT, OF COLLIER COUNTY, RELATING TO THE IMPOSITION, LEVY, COLLECTION AND ENFORCEMENT OF CERTAIN NON- Al) VALOREM SPECIAL ASSESSMENTS TO PROVIDE PROJECT IMPROVEMENTS ON PROPERTY WITHIN THE DISTRICT CONSTITUTING THE INITIAL ASSESSMENT RESOLUTION; DECLARING SPECIAL ASSESSMENTS; INDICATING THE LOCATION, NATURE AND ESTIMATED COST OF THE PROJECT IMPROVEMENTS WHERE COST IS TO BE DEFRAYED BY THE NON-AD VALOREM SPECIAL ASSESSMENTS; PROVIDING THESE PORTIONS OF THE ESTIMATED COSTS OF THE PROJECT IMPROVEMENTS TO BE DEFRAYED BY THE NON-AD VALOREM SPECIAL ASSESSMENTS; PROVIDING THE MANNER IN WHICH SUCH NON-AD VALOREM SPECIAL ASSESSMENTS SHALL BE IMPOSED, LEVIED AND COLLECTED; PROVIDING WHEN THE IMPOSITION AND LEVY SHALL TAKE PLACE; DESIGNATING THE LANDS UPON WHICH THE NON•AD VALOREM SPECIAL ASSESSMENTS SHALL BE LEVIED; PROVIDING FOR AN ASSESSMENT PLAT; AUTHORIZING THE PREPARATION OF A PRELIMINARY ASSESSMENT ROLL; PROVIDING FOR A PUBLIC HEARING TO CONSIDER THE ADVISABILITY AND PROPRIETY OF SAID ASSESSMENTS AND THE RELATED PROJECT IMPROVEMENT; PROVIDING FOR NOTICE OF SAID PUBLIC HEARING; PROVIDING FOR PUBLICATION OF THIS RESOLUTION; PROVIDING AN EFFECTIVE DATE. WHEREAS, the Board has determined that it is necessary and desirable to repair certain improvements, specifically lake bulkheads and bridges owned by the District as more specifically described in the Supplemental Engineer's Report attached as Exhibit"A;"and WHEREAS, the Board has determined that the District shall defray the costs of the project improvements by non-ad valorem special assessments ("special assessments", "assessments");and WHEREAS, the Board is empowered by its charter and is authorized to provide the project improvements,to issue special assessment bonds or notes and to amortize those bonds of noes by the levy of non-ad valorem special assessments on property;and WHEREAS, the District has ascertained and determined that special benefits shall accrue peculiar to the parcels of property involved, over and above any general community-wide benefits, from the systems, facilities and services constituting the project improvements, and that the duty per parcel to pay these benefits shall be in proportion, that is, fairly and reasonably 1 Agenda Page 13 apportioned per parcel, as set forth Exhibit "B", attached hereto and incorporated herein by reference; and WHEREAS, the District has determined that the non-ad valorem special assessments shall not exceed the special and peculiar benefits to the property. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE CEDAR HAMMOCK COMMUNITY DEVELOPMENT DISTRICT. COLLIER COUNTY,FLIORIDA: 1. This resolution is adopted pursuant to the provisions of Chapter 170 and Sections 197.3632, 190.021 and 190.022,Florida Statutes. 2. The nature and related aspects of project improvements, including the location of the improvements, are as set forth in Exhibit" A", attached hereto, with more specific drawings of plans and specifications on file in the offices of Banks Engineering. 10511 Six Mile Cypress Parkway,Fort Myers,FL 33966. 3. The special assessments shall be levied on all lots and lands adjoining and contiguous or bounding and abutting upon such improvements or otherwise specially benefitted thereby and further designated by the assessment plat hereinafter provided for. 4. The estimated cost of the improvements is $ (hereinafter referred to as the Estimated Cost"). 5. The particular non-ad valorem special assessments will defray approximately all of the Estimated Cost, plus financing, related costs, capitalized interest, debt service reserve and contingency. 6. The manner in which the assessment shall be made is as set forth in Exhibit"B ", attached hereto. 7. At the referenced address of Banks Engineering there will be available for inspection an assessment plat showing the land areas to be assessed. complete with plans and specifications describing the project improvements,delineating the Estimated Cost and these documents will be open to inspection by the public. 8. In the event the actual cost of the improvements exceeds the estimated costs, such excess shall also be paid by the District from additional assessments on the specially and peculiarly benefitted property on the assessment plat, or, alternatively, from contributions from other entities, as and when authorized specifically by the Board. 2 Agenda Page 14 9. It is hereby ascertained, determined and declared that the project improvements as set forth in "Exhibit"A" shall result in special benefits peculiar to the parcels of property involved, over and above general community wide benefit; it is further ascertained, determined and declared that among the benefits so derived is the added use and enjoyment,value and marketability of the property., 10. It is hereby ascertained, determined and declared that the apportionment of the duty of each parcel owner pay the particular non-ad valorem special assessment, the subject of this initial resolution shall be based upon the total equivalent units as set forth in the assessment methodology and related provisions of Exhibit "B" so that, thereby. the duty to pay is fairly and reasonably apportioned so as not exceed the amount of special benefit peculiar to each parcel of property. 11. Based upon this determination, ascertainment and declaration of special and peculiar benefit to property and of the duty to pay apportioned in a fair and reasonable manner, and limited by such, a determination, ascertainment and declaration, the District Manager is hereby authorized and directed, with the aid. of consultants. to cause to be made a preliminary assessment roll, as promptly as possible, which shall show the lots and lands assessed, the amount of special benefit peculiar to the parcels of property and the amount of the non-ad valorem special assessment levied against each parcel of property, on a fair and reasonable basis, and the number of annual installments as to which each such assessment is divided. 12. Commencing within the year the non-ad valorem assessments are first levied,they shall be paid in not more than twenty(20)annual installments. 13. Upon completion of the preliminary assessment roll, the Board shall adopt a subsequent resolution, to fix a time and place at which the owners of the property to be assessed, or any other persons interested therein, may appear before the Board and be heard as to the propriety and advisability of the levy, the propriety and advisability of making the project improvements,the cost thereof,the manner of payment therefor, or the amount thereof to be levied against each parcel of property the determination of special and peculiar benefits, and the basis for reasonable and fair apportionment of the duty to pay. 14. The assessments will be collected utilizing the procedures of Section 197.3632, Florida Statutes. 15. The District Manager is hereby directed to cause this resolution to be published once a week for a period of two (2) weeks in a newspaper of general circulation within Collier County. 3 Agenda Page 15 16. This resolution shall take effect upon its adoption. APPROVED AND ADOPTED this 1 la`day of February,2019. THE CEDAR HAMMOCK COMMUNITY DEVELOPMENT DISTRICT Attest: District Manager Chairman,Board of Supervisors 4 South Florida Water Management District Agenda Page ` ..a' Environmental Resource Compliance Bureau Supporting Photo Exhibit Prepared by: Emma Fain Date of this Exhibit: 01/25!2019 Project Name: Cedar Hammock Permit Number: 11-01683 P Application Number:980727-6 Cost Code Number: County: Collier Service Center: FTM Photo taken on: 01/08/2019 Photographer: Emma Fain Purpose: Routine Site Visit Direction of View:QNorth Northeast Q East Southeast QSouth Southwest West 0Northwest .,_ �. ^ 4" �� sR `. 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If € ,. , ,-4-4,_.' - a:. •"e P' *.t. 44‘45, �' r� ' I '.�{r k Notes&Comments: Homeless camp observed within the north portion of the conservation easement. a�� South Florida Water Management District Agenda Pag Environmental Resource Compliance Bureau Supporting Photo Exhibit Prepared by: Emma Fain Date of this Exhibit: 01/25/2019 Project Name: Cedar Hammock Permit Number: 11-01683-P Application Number: 980727-6 Cost Code Number: County: Collier Service Center: FTM Photo taken on: 01/09/2019 Photographer: Emma Fain Purpose: Routine Site Visit Direction of View:()North 0 Northeast ()East °Southeast °South 0 Southwest °West °Northwest t e �' *,,,Li ii/ r ',, ,v.,'., V,r.. '�'�.:. ► ni i ,. , r ,'QTc , +re t t'. .' 11100 ti• cam` - " ,e p" * ^^� + d k,41� , 44 it:'1„1 : ' � , .,d i , ti". ',,: 4 ii - • , c1 r ¢ ,, i, , / • ,, . r� ,-.. � , Y9 Y iit'Ogy- t :$a Notes&Comments: Homeless camp observed within the north portion of the conservation easement. Cedar Hammock Eng 49°14 Special Assessment Bonds Infrastructure SUPPLEMENTAL ENGINEERS REPORT FOR CEDAR HAMMOCK COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT BONDS FOR REPAIR AND REPLACEMENT OF BRIDGES AND BULKHEADS JANUARY 2019 by NGIN ERIN 10511 Six Mile Cypress Parkway, Suite 101 Fort Myers, Florida 33912 STATUS: Preliminary DATE: January 2019 Wool Cedar Hammock Eng kips Special Assessment Bonds Infrastructure TABLE OF CONTENTS 1. INTRODUCTION 3 1.1 Description of Cedar Hammock Project 3-4 2. PURPOSE OF THE ENGINEER'S REPORT 6 2.1 Purpose and Scope of the report 6 2.2 report assumptions 6 3. PROPOSED PROJECT 7 3.1 Overview 7 3.2 proposed project elements 7 4. OPINION OF PROBABLE CONSTRUCTION COSTS 9 4.1 status of project approvals 9 LIST OF FIGURES Figure 1 — Location Map 5 Figure 2—Community Map Illustrating Facility Locations 8 Figure 3— Cost Estimate Chart ..10 STATUS: Preliminary DATE: January 2019 2 Cedar Hammock Engyi,ER Wci Special Assessment Bonds Infrastructure 1. Introduction 1.1 Description of Cedar Hammock Project This is a Supplemental Engineer's Report prepared by Banks Engineering, the District Engineer for Cedar Hammock Community Development District (the "District") for the District's issuance of Series XXXX A-1 & A-2 Series Capital Improvements Revenue Bonds. The District was established by Collier County Ordinance No. 99-81 on November 23, 1999 and became effect on November 24, 1999. The District consists of approximately 417.3 acres within Collier County, Florida and lies within section 3, township 50 South, Range 26 East. The development lies just south of Davis Boulevard and west of Collier Boulevard. The District's responsibilities include planning, financing, constructing, acquiring, operating and maintain the lakes and related stormwater improvements within the boundaries of the Cedar Hammock residential community ("The Community"). Additionally, the District has been granted the power to borrow money and issue bonds for the purpose of constructing and acquiring the improvements to the lakes and related stormwater improvements within the Community. The Community consists of approximately XXX single family units,XXX multi-family units, a golf course,a club house and associated infrastructure, and utilities. The Community's stormwater infrastructure consists of 16 interconnected onsite lakes totaling approximately 74±acres. The stormwater infrastructure is permitted through South Florida Water Management District under permit number 11- 01683-P. This Supplement represents a Supplement to the original Engineer's Report Prepared by Banks Engineering Titled "Engineer's Report for Cedar Hammock Community Development District" dated June 1999. Figure 1 depicts the location of the Project within the District's boundaries.All project lands are located within Collier County. STATUS: Preliminary DATE: January 2019 3 Cedar Hammock Eng Engkorg Foog Special Assessment Bonds Infrastructure The District is governed by a (5) Member Board of Supervisors who are qualified electors and elected by qualified electors of the District. The Current Board is comprised of the following members: Norman Day Chairman Quentin Greeley Vice Chairman Gene Bolton Secretary John Martino Assistant Secretary Jack Rupe Assistant Secretary Management of the District is performed by Justin Faircloth, the District Manager, of Inframark, on a contractual basis.The District Manager oversees the operations and maintenance functions for the district facilities. The District has an office located at 5911 Country Lakes Blvd., Fort Myers, FL 33905. STATUS: Preliminary DATE: January 2019 4 Cedar Hammock EngiwEg WA Special Assessment Bonds Infrastructure Figure 1 -Location Map FLORIDA -- .--7 1 COLLIER COUNTY , . c.1 t •. _ th.,Mo4 , . g...Z i •,"1...;,77,r t_rr_k_______ v....4 es_______.) - „ lei- 1-77:7-1-7! 1 ,.• , .t...., - '.'.;'H :-', .-r `' •:,-,,t1,1111'401, 174';14,::,1..,. 1 ti . , I 2 ;l'`"A:.,-,,t.:',:.:0,-','-i;lit't,',:,.W.NtSM4-k!.C-7 • I ..... 0 -„,:,,,,,,,F .,,,,,,,,fg--..•,!::',,,g,c4ON‘g.;',;43',g:g.::.-- .g —.I gi4i,WA';,,,i,,,,`, ,:g1f4.t,'''',''A ,I'•-•,-,`4,"4-.:',--,:;..:- ',', i . _•';'4, .-"T.,,,A.-',".-,,'.t,440-.. wiaAk*rf,:%-. ' g • ,: ... s'4,1E 1 1 .4' ,, N ' N. ‘,. 6 3. 1 itiS C 1, N. I 1 \ A ' I o' , 1 , )1 \ i \ \ I \ 1 \ \ \ "1 CI 2 ir 0 GREEN lz g BLVD. Th. !,. e• e EN GATE c..9 PKWYA It AT ipq ti RD*RD Aim RJTERSTATE , 1 e „41 DAVIS BLVD - . grr , :41111 • PRO , , ,z , ... re•••-.. -.. „.• a A ..1g.4L'illir RATTLESNAKLOCATION E HAMMOCK . ' SABAL PALM RD. JEcT7p_ N.T.S. , , ' + .• \ ''., g • LOCATION MAP BAN KS„...-4,i,z,...--...,..,,,,.,: ,,,, CEDAR HAMMOCK ENGINEERING '1154r441&V:” COLLER COUNTY,FLORIDA DOE NOJECT DO DM. NON 01D3EID Sall 911111 11V2910 i z woo i.or. SPJ ;IN 14.7.5. 1 STATUS: Preliminary DATE: January 2019 5 Cedar Hammock Eng y ,% cA Special Assessment Bonds Infrastructure 2. Purpose of the Engineer's Report 2.1 Purpose and Scope of the Report This Engineer's Report has been prepared to assist with the design, permitting, financing, construction and acquisition of infrastructure improvements to be undertaken by the District. This report will present a narrative description of the proposed work and present engineer's estimates of costs for completing these improvements. The financing is expected to be in the form of one or more series of special assessment revenue bonds to be issued by the District. 2.2 Report Assumptions In the preparation of this report, Banks Engineering relied upon information provided by the District, the District's Financial Advisor, the Underwriter, and others. While Banks Engineering has not independently verified this information, we do not have reason to believe that the information so presented is not valid for the purposes of this report. The following are specific sources of information that were relied upon in the preparation of this report. The following are specific sources of information that were relied upon in the preparation of this report. • Forge Engineering Inc. geotechnical report number 2893-003.01 dated October 30, 2018. • Ingenium, Inc. documents including sheet Pile Wall specification, and design drawings. • Bridging Solutions plans: Cedar Hammock Golf & Country Club Golf cart bridges— Holes#4, #5B, #7, and #10 replacement plans. • Banks Engineering wall replacement survey cross sections, Golf Hole#4 (island), Golf Hole#4 (road), Golf Hole#5 (island), Golf Hole#5(road), Golf Hole#16, and Golf Hole #17. • Bridging Solutions Inspection Reports dated: November 1, 2016 and February 28, 2018. STATUS: Preliminary DATE: January 2019 6 Cedar Hammock Eng kw,FiRigoi4 Special Assessment Bonds Infrastructure 3. Proposed Project 3.1 Overview The capital improvements described in this report represent the present intentions of the Developer and the District. The implementation of any improvements discussed in this plan requires the final approval by many regulatory and permitting agencies including local, state, and federal. The actual improvements may vary from the capital improvements in this report. Cost estimates contained in this report have been prepared based upon the best available information at this time.The actual cost of construction,final engineering design, planning, approvals, and permitting may vary from the cost estimates presented. The following sections describe the elements that will be funded by the District. 3.2 Proposed Project Elements The Cedar Hammock CDD periodically solicits professional inspections of the bridges and lake bulkheads within the community. Past reports have suggested repairs such as replacing wear decking a railing on the bridges and replacement of deteriorated boards on the bulkhead walls. The suggested repairs have been previously completed. These reports also typically estimate the useful life expectancy of the bridges and bulkheads before complete replacement will be needed. The most recent reports have suggested that several of the bridges and bulkheads are in a condition that warrant replacement (Reference Reports by Bridging Solutions dated 11/1/16 and 2/28/18). The proposed Cedar Hammock project consists of the bridge and bulkhead repairs and replacements outlined in the most recent professional inspection reports. Bulkhead replacement is proposed at Lake 16 (Golf Hole #4) Island, Lake 16 (Golf Hole #4) Road, Lake 11 (Golf Hole #5) Road, Lake 11 (Golf Hole#5) Island, Lake 2(Golf Hole#16)and Lake 1 (Golf Hole #17). Bridge replacement is proposed at Lake 16 (Golf Hole #4), Lake 11 (Golf Hole#5), Lake 11 (Golf Hole #5) and Lake 3 (Golf Hole #10). Bridge Repairs are proposed at Lake 9 (Golf Hole #7), Conservation Area C-2 (Golf Hole #9) and Conservation Area C-2 (Golf Hole #18). The figure on sheet 6 identifies the location of these works. STATUS: Preliminary DATE: January 2019 7 Cedar Hammock Eng, EA o Special Assessment Bonds Infrastructure Figure 1 —Community Map Illustrating Facility1,:,:a, tions # � ; r t;,sI l't,41i4*' " '�' . £ .,e Ns 44y. +- "°ft P �, F �'3 a°8" .::',,''''''':--4 ,,. 4 ''' • - x • xx HOLE*17 IDLE i` - .. .e" '' -,.0..4.:,,,,,,,,F0WttCliiei ;4,4- ;44._...,41-11-:,i6-1-4*. , ar LAKE+2 . "` �* HOLE*16BIi�6E z rt �; � BULKHEAD « "" HOLE*10 BRIDGE 1 � �` .--,,,5.,,,,, ,,,,,, t r HOLE Al BRlDel ' a* % F1"''''''44'-'1,t,-4.--- ,,,,,,,,,,,,, t,:- 44 �,, � �� ' �r��` � HOLE* BREDGE " ,� 3 s, a w ' '�, c m } & c '� s. x T t HOLE"' BRIDGE "K' g �'' r:a KE O` ., 'KNEAD B �� a 5 HOLE#5P BRIDGE � a' ,— ' ...„,;:,..)4'.,-- r �� .>, % �0`N �{ � r y� fie. Y` \ ,; l fi •: # HOLE#48RIDE BANKS &Rflli9 IEAD LOGATiON EXHIBIT """"�"""''"' CEDAR HAMMOCK r,oc .Yu�v»7 w-r.. .i...no ENGINEERING °' ` u cauERcourrrvFiowaA R..ie.t,.d�,q:..,.:•4..:+.6 b."Sam`r++ IaW�6„.. WR POO Df➢�110 IHS 0/ftMk flp'�® 11! 9NR1 ,..o n..a".an w if.It okl IFI 10 3ND�t sD1 sDJ x,Ls. 1 STATUS: Preliminary DATE: January 2019 8 Cedar Hammock Engle FigigojA Special Assessment Bonds Infrastructure 4. Status of Project Approvals 4.1 Status of Project Approvals The following list includes the development approvals required for the project construction. 1. South Florida Water Management District Environmental resource Permit Modification for repair and replacement of bridges and bulkheads—Pending 2. Collier County Site Development Permits—Pending 3. Collier County Building Permits -Pending STATUS: Preliminary DATE: January 2019 9 V a) a a) d E To •) o E N W () en o a) - N co a 0 • 1° • o o ` C 0 0. 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This Request for Proposal(RFP)from the Cedar Hammock CDD includes the replacement of five (5)golf cart bridges on the Cedar Hammock Golf Course.The attached site map shows the locations of the bridges and the following table provides a summary of the approximate sizes of the existing bridges.The last page of this RFP provides a bridge description and a photograph of each bridge. 2. There will be a mandatory pre-bid meeting on 999?999?9 The CDD reserves the right to award contracts to multiple contractors for one or multiple bridges. 3. Please indicate how many days you estimate you will need to demolish and construct each of bridges on the bid form. Bridge No. Length(FT) Width(FT) Area(SF) 4 103 10 1,030 5A 121 10 1,210 5B 124 10 1,240 7 69 10 690 10 120 10 1,200 4. Please use the attached bid form to summarize your bid. Submit a paper copy of the bid form by 5:00 PM on?????????to: Sam Marshall,PE Banks Engineering 10511 Six Mile Cypress Parkway Fort Myers,Florida 33966 5. Submit all technical questions related to this Request for Proposal in writing by e-mail to Ralph Verrastro at Bridging Solutions at ralph@bridging-solutions.com with a Cc to Justin Faircloth at J ustin.faircl oth(diinframark.com 6. Contact Todd Legan at 239-825-4599 to schedule a date and time to perform any site visits to review the field conditions at the bridge sites other than the day of the mandatory pre-bid meeting. 7. The attached engineering plans prepared by Bridging Solutions provides the structural design details for the new bridges. The bridges have been designed for a 90 PSF pedestrian load and an H10 (10 TON) live load to facilitate top down construction and future access by service and emergency vehicles. 8. A copy of a geotechnical report prepared by Forge Engineering is attached. The borings show the existence of cap rock. However, we believe most of the rock was removed during the original construction of the golf cart bridges. Therefore, cap rock may or may not be encountered during the pile driving operations. The contractor has the option to either drill the rock to obtain the We design bridges to fit your site and budget Agenda Page 30 BRIDGING 15863 Secoya Reserve Circle,Naples,FL 34110 SOLUTIONS Tel.239-216-1370 www.bri dging-solutions•com required embedment for longitudinal stability or drive the piles to refusal on the rock and install longitudinal cross bracing in every third span to provide for lateral stability. 9. The CDD is receptive to receive bid alternatives.However,if the alternative bid designs are found to be acceptable to the CDD,the contractor must provide construction drawings signed and sealed by a Florida PE for review and approval by Bridging Solutions. 10. The contractor shall remove and properly dispose of the materials from the existing bridges at an offsite location. 11. We need to clarify what you want the contractor to do with the existing utilities. 12. Bid and performance bonds are required for this project.See the draft contract for the requirements. Provide an itemized cost for each of these bonds that covers all of the bridges on the bid form. 13. The price bid for each bridge shall include the cost of obtaining a building permit from Collier County based a copy of Bridging Solutions plans. We design bridges to fit your site and budget. Agenda Page 31 ,I BRIDGING 15863 Secoya Reserve Circle,Naples,FL 34110 yr SOLUTIONS Tel.239-216-1370 www.bridging-solutions.com BID PROPOSAL FORM Proposal Due Date: 999????,2019 at 5:00 PM Bridge No. Demolition& New Bridge w/ New Bridge w/ Estimated Disposal Full Width Partial Width Duration(Work Wear Deck Wear Deck Days) 4 $ $ $ 5A $ $ $ 5B $ $ $ 7 $ $ $ 10 $ $ $ Alternate Itemized Bid Unit Costs Cost for Mobilization for 1,2,3,4 or all 5 bridges $ Cost for Bid Bond for all 5 bridges $ Cost of Performance Bond for all 5 bridges $ Cost to drill rock for pile installation(each per pile) $ Cost to install longitudinal cross bracing(both sides per span) $ How do you prefer to provide for lateral stability if rock is encountered?Check one option below. Drill Rock When Encountered or Install Cross Bracing in Every Third Span Submitted By: Signature: (Company Name) Date: Name(Printed): Title: We design bridges to fit your site and budget Agenda Page 32 BRIDGING 15863 Secoya Reserve Circle,Naples,FL 34110 SOLUTIONS Tel 239-216-1370 www.bridging-solutions.com Bridge No. 4 — This golf cart bridge is approximately 10 feet , . wide and 103 feet long and it is located near the island green at = hole#4. The superstructure consists of 10 feet(+/-)spans, 3X10 structural deck boards, 5 — 3X10 stringers and 4x6 curbs. The substructure consists of 2—8" diameter butt piles and a pair of 11 t 3X10 split cap beams.The piles extend on average 10 feet above the ground line.The total area is approximately 1030 square feet. Bridge No. 5A—This golf cart bridge is approximately 10 foot wide and 121 feet long. It is located near the tees at hole#5. The , superstructure consists of 10 feet (+/-) spans, with 2X6 wear 7,-„!11110111401-w,,, a h deck boards,3X8 structural deck boards,5—3X10 stringers and 4x6 curbs.The substructure consists of 2—8"diameter butt piles and a pair of 3X10 split cap beams. The piles extend on average 12 feet above the ground line. The total area is approximately 1,210 square feet. Bridge No. 5B—This golf cart bridge is approximately 10 feet l wide and 124 feet long. The superstructure consists of 10 feet (+l-) spans, with 2X6 wear deck boards, 3X8 structural deck boards, 5 — 3X10 stringers and 4x6 curbs. The substructure consists of 2—8"diameter butt piles and a pair of 3X10 split cap beams. The piles extend on average 11 feet above the ground line. The total area is approximately 1,240 square feet. it kr, Bridge No. 7 — This golf cart bridge is approximately 10 feet kO1lMipIP.g 41111011 wide and 69 feet long and it is located near the tees at hole#7. The superstructure consists of 10 feet(+/-)spans,with 2X6 wear deck boards, 3X8 structural deck boards,5—3X10 stringers and 4x6 curbs.The substructure consists of 2—8"diameter butt piles ; • and a pair of 3X10 split cap beams.The piles extend 6 feet above the ground line. The total area is approximately 690 square feet. k Bridge No. 10 - This golf cart bridge is approximately 10 feet wide and 120 feet long and it is located near the tees on hole#10. s N -.4 The superstructure consists of varied span lengths maximum 10 41 feet(+/-),with 3x8 deck planks,5-3x10 stringers and 8x6 curbs. The substructure consists of 2—8"diameter butt piles and a pair of 3X 10 split cap beams. The piles extend 8 feet above the ground line on average. The total area is approximately 1,200 square feet. We design bridges to fit your site and budget Bridging Solutions,LLC Agenda Page 34 15863 Secoya Reserve Circle 1$BRIDGING Naples,FL 34110 MIIIV SOLUTIONS Tel.(239)216-1370 ralph(dibridgi ng-soluti on s.com www.bridgi ng-solutions.corn LIST OF BIDDERS Project: Cedar Hammock Golf Cart Bridge Replacements,Collier County,FL Com Contact Information. Contact Person Quality Enterprises 3494 Shearwater Street Lou Gaudio Naples,FL 34117 239-435-7200 1:audio ' .eusa.com A.U.E. Construction Group 7017 Riverside Drive Tommy Groves Punta Gorda,FL 33982 Gary Stover 941-623-2111 offthetree5@aol.com stover13 ' ahoo.com Benton and Sons Construction, 1463 Woodwind Ct. Roy Benton Inc. Fort Myers,FL 33919 (239)265-9592 ro 'bentonandsons.com Honc Marine 1130-2 Pondella Road Cape Coral,FL 33909 239.772.2378 Info a)HoncMarine.com We design bridges to fit your site and budget. 4 'v y '^h.4w,w " `r F;,, ,� a ` v 44.44,` ® - w a,:.:,: �� .+-�, a ..:, a t m Q n 1#4 Lii 41. it Sc _ ._s co y � ,, ,O r.xa �,� # -4v ,34 al-,QA*-4.2 q ,,T1s*,40-., ',"i'-'''" It i / _,� � +��t$ aura,�rlV�ay «s:,,,,_04 c � __dam, A � s 3 s. v � ` d' 4� „„, '4 14 t yrthe Ruil t u 7 O j a Z r+s $ �mrt. 3 � w a �- s e.,. asa ,k, __,::::,,,,,,:::„,,,,,7:4:;,x,::„-olf- ,:i.,,,,-,,..--:"-V:* ''-' ,, _ ' ' -'''"'-':'''' '''''''" .`�' _a ". 9, ..'� ',::4 :, ,,Puornuu lnp , fes/ �i.", ,, a s C) co 0 I J o Z '' .. r 4. 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U� . g% 25"0m V W ¢ „Ll 144100 - 01 77101 03S0,4021,1 1111 ! \- 11•1••11 r ti4. 2 1 a.ymO4�®4 m J ',; %% r ..„..m ., h !I w 1liiIir � \,�o■■iiiii ■ C ■ ■ . ■ CH/ i , ,Iiii 111H11 N7I!"I ` hn J ii � � ,,7_,,,,,,,1117,k15: , 1111 : 1 ! jo ,o-,o ,0-,0[ x c.g t11 Ii VLL L LV1 ftt . 1, 44,0_, 71111111.111 '9\ h z ®" N`1MI�II�NK ii\ N I I ma� _�ri _ p 1 m 6 �� 6 7 . ; A ‘7,ktiZ J J O O U`a ,. 1 1 u t l'a ts ao OVA00 W to ISO o�E 1 tiii0m 1 \rig W i 01 IQsw\ ZSSIS _ m 1\ ‘i -IVO ' sof Agenda Page 47 `spa FORGE it:II CrIvl 14 re INNOVATIVE ENGINEERING SOLUTIONS Report of Geotechnical Exploration PROPOSED BULKHEAD WALL REPLACEMENT • PROJECT Cedar Hammock Community Development District Naples, Collier County, Florida 34112 Forge Engineering Project Number 2893-003.01 October 30, 2018 •Q E r • 3a ;ar Agenda Page 48 Table of Contents Table of Contents li List of Tables ii Purpose 1 Project Information 2 Site Conditions 2 Subsurface Conditions 3 Laboratory Testing 4 Evaluation and Recommendations 4 Bulkhead Walls 5 Bridge Abutments 5 Bridge Timber Piles 7 Additional Services 7 Closing 8 List of Tables Table 1: Generalized Subsurface Profile 3 Table 2: Laboratory Test Results Summary Table. 4 Table 3: Soil Parameters Summary Table. 5 ii Agenda Page 49 µWR....1... FORGE el pail '_ INNOVATIVE ENGINEERING SOLUTIONS October 30, 2018 CEDAR HAMMOCK CDD 8660 Cedar Hammock Boulevard Naples, FL 34112 Phone: 239.354.1175 C/O: Inframark Mr. Justin Faircloth—District Manager 5911 Country Lakes Drive Fort Myers, FL 33905 Phone: 239.245.7118 ext. 306 Cell: 239.785.0675 Email: Justin.Faircloth@inframark.com Subject: Report of Geotechnical Exploration PROPOSED BULKHEAD WALL REPLACEMENT PROJECT Cedar Hammock Community Development District Naples, Collier County, Florida 34112 Forge Engineering Project No.2893-003.01 Forge Engineering Inc. (FORGE) is pleased to present this report of geotechnical exploration for the proposed project. We have completed in general the services outlined in our re-revised proposal number 2893-003.01 PRR dated August 6, 2018 and authorized by Mr. Justin Faircloth the following day. This report presents the project information provided to us,the findings of our exploration, together with our geotechnical evaluation and recommendations. Purpose The purpose of this geotechnical study was to explore the general soil conditions at the subject site for the Proposed Bulkhead Wall Replacement Project and to provide geotechnical recommendations for retaining wall design. Environmental assessments or other studies were beyond the scope of our services. PO Box 113040--Naples, FL 34108-239 514 4100-Fax 239.514.4161 www.ForgeEng.com Page 1 of 8 GPOle `in c l t xplor3 for FORGE F ,i,'"j' Proposed Bulkhead Wall Replacement Project-Cedar Hammock Development October 30,2018 This report has been prepared for Cedar Hammock CDD, and their consultants for specific application to the Proposed Bulkhead Wall Replacement Project at the subject site. FORGE has endeavored to comply with the generally accepted geotechnical engineering practice common to the local area. FORGE makes no other warrants, express, or implied. Project Information Our understanding of your needs for this project is based on information provided by Mr. Justin Faircloth, our experience in the area, and our experience with similar projects. FORGE understands that this project will consist of replacing both the existing wood bulkhead walls and the wood bridges within the Cedar Hammock CDD. Mr. Carl A. Hazenberg, P.E., of Ingenium, Inc., has requested several specific design parameters that are included later in this report. During the field exploration portion of our services, we utilized our small boat to complete some shallow soil sampling on the water side of the existing retaining walls. Due to the encountered material being gravely in nature, sampling of the material on the water side of the wall was insignificant. Furthermore, Banks Engineering, the project surveying firm, provided FORGE with the project's existing surveying data. The elevations of the borings were interpolated and included as approximate boring elevations and stationing locations within our report. However due to no survey data near some of the borings (B-5 through B-9 and B-16) elevations, station number location, and offset distances could not be provided for this report. Additionally, some borings do not include the elevation information. Site Conditions The site is located west of Collier Boulevard (County Road 951), and south of Davis Boulevard located within the Cedar Hammock Development in Naples, Collier County, Florida. At the time of our exploration the site was occupied by an existing residential community that included a golf course, a large club house, several lakes, both single family homes and condominiums, several flexible asphaltic concrete pavement roadways, and various utilities to support the development. The borings were completed in several different areas across the existing golf course portion of the property, where the existing bulkhead wall and bridge structures are present. The properties to the south and east of the subject site were also occupied by golf course communities which included Naples Heritage and Forest Glen, respectively. The property to the north is occupied by a commercial area. The Site Location Map and the Site Vicinity Aerial Photograph provided in the Appendix of this report present the site relative to its surroundings. PG Box 113040-Naples, FL 34108-2.39 514.4100-Fax 239.514.4161 www.ForgeEng.com Page 2 of 8 Repofl f GeC'/I C-ni. ;'Fyl>0raf or 0' r;F=Prol6c1 1" E id 'PabGg 51 Proposed Bulkhead Wall Replacement Project-Cedar Hammock Development Ocher 30,7018 Subsurface Conditions The subsurface conditions at the site were explored with a total of 17 SPT borings drilled to depths ranging from 20-to 35-feet below existing grade. The number, depth, and spacing of the borings were recommended by Mr. Carl A. Hazenberg, P.E. The borings were located in the field by FORGE personnel by referencing features on an aerial photograph boring location plan with features found at the site. Some of the boring locations were adjusted in the field, based on the presence of the existing golf course utilities and slopes. An engineer from FORGE classified soil samples taken from the borings. The boring logs summarizing our findings are presented in the Appendix of this report. Below, we present a generalized profile of the subsurface conditions encountered. Table 1:Generalized Subsurface Profile. GENERALIZED SUBSURFACE PROFILE DEPTH (FT) SOIL DESCRIPTION USC(') FROM TO SP, 0 8(2) Very Loose to Medium Dense SAND to Silty SAND SP-SM, SM 8 13(3) Hard LIMESTONE (Cap Rock) N/A 13 35 Very Soft to Soft LIMESTONE(Severely Weathered Limestone) N/A (1) Unified Soil Classification (2) Hard LIMESTONE stratum was encountered in some of the borings as shallow as 6-ft. below existing grade. (3) Hard LIMESTONE stratum extended to 22-feet below existing grade at some of the boring locations. The groundwater level was encountered at approximate depths ranging from 3.0-to 6.0-feet below the existing grade at the time of drilling (Approximately Elev. +7.0-to +9.0-feet NAVD '88). We anticipate the groundwater level will fluctuate due to seasonal rainfall variations, surface water runoff patterns, water levels in the adjacent lakes and canal, construction operations, and other interrelated factors. The designers should anticipate that the seasonal high ground water level will rise to about 3-feet below the existing ground surface (approximately elev. +11.0-feet NAVD '88). FORGE representatives also attempted to complete a series of shallow soil sampling within the lake on the property on August 23, 2018. The shallow sampling consisted of driving a 2-inch outer diameter metal sampler into the pond bottom with a drop weight. During the water boring sampling, gravel material greater than the 2-inches in diameter was encountered, thus samples PO Box 113040-Naples, FL 34108-239,514 4100-Fax 239.514.4161 www.ForgeEng.com Page 3 of 8 Repot/ ) ( )lee:hi/cal.' "Dloratiori FoRL ti f-fC:/Hi'i` Proposed Bulkhead Wall Replacement Project-Cedar Hammock Development October 30,7018 could not be obtained with the hand sampling method. Several attempts were made to sample the lake bottom, however the sampler could only be advanced 18-inches before encountering refusal, both Mr. Justin Faircloth and Mr. Carl A. Hazenberg were notified. Once some preliminary information was presented to Mr. Carl A. Hazenberg, it was agreed upon that the water borings were not producing supplemental information for the replacement wall design, so no additional water borings were attempted. Laboratory Testing To aid in identification and classification of the soils encountered, laboratory testing was conducted on representative soil samples retained from the borings. Specifically, in house testing consisted of visual classification, grain size analyses, -200 sieve washes, and moisture content. Outside laboratory testing services, consisting of three direct shear test of soils under consolidated drained conditions, (in general accordance with ASTM D3080 / D3080M — 11) are still in progress at the time of this report. The results of our laboratory testing are tabulated below and grain size curves and are included in the Appendix. Table 2:Laboratory Test Results Summary Table. TEST PERFORMED Sample* Moisture Content(%) Fine Content(%) B-1,2'—4' 17 5 B-3,4'—6' 20 6 B-6, 8'— 10' 23 18 B-8, 4'-6' 12 10 B-10, 6'—8' 26 13 B-13,4'-6' 10 7 B-15,4'—6' 19 3 B-17, 6'—8' 21 9 *Boring number and sample depth The laboratory testing confirmed that the soil strata encountered in our borings ranged from SAND to Silty SAND. The soils obtained are generally classified as SAND material that is non- plastic in nature so Atterberg Limits testing was not conducted. Evaluation and Recommendations Our evaluation and recommendations are based on the project information provided to us, the findings of our field exploration program, and our experience in the area. The subsurface conditions will vary across the site. Should new information become available during design or the conditions encountered during construction be substantially different from the information presented in this report, please contact us so we may evaluate the new information. PO Box 113040 Naples, FL 34108-239.514.4100-Fax 2.39.514.4161 www.ForgeEng.com Page 4 of 8 Report of Geofechnicai Exploro?iorn FORGE Project";agii46.��?'z Proposed Bulkhead Wall Replacement Project-Cedar Hammock Development October 30, �1 Bulkhead Walls Earth retaining walls should be designed to resist pressures exerted by the adjacent soils. Recommended soil parameters for the near-surface granular soils encountered are presented below in Table 3: Table 3:Soil Parameters Summary Table. h SOIL DESIGN PARAMETERS Stratum Active 1 Number Total Unit Friction Saturated Buoyant Earth Passive Soil Wt. Angle Soil Unit Soli Unit pressure Pressure (P (�) Wt. Weight Coefficient Coefficient (Pct) (Pct) (ke) (kr) 1 105 32 120 58 0.31 3.25 2 120 30 130 68 0.33 3.00 3 125 34 135 73 0.28 3.54 4 135 38(1) 160 98 0.24 4.20 5 120 30 130 58 0.33 3.00 1.) Provided friction angle is based on the LIMESTONE strata being pre-drilled and material being crushed into a gravel matrix. The above recommended pressures assume that adequate drainage is provided behind the walls to prevent the build up of excess hydrostatic pressures. This can be achieved by installing drains, using geotextiles or backfilling with free draining sand in association with adequate weep holes. Wall damage due to excessive compaction may be avoided by utilizing hand operated mechanical tampers to compact the granular materials; heavy compaction equipment should not be allowed within 10 feet of the walls. The compaction behind these walls should be in the range of 93-to 96 percent of the Modified Proctor maximum dry density(ASTM D-1557). Bridge Abutments It is our opinion that a conventional shallow foundation system may be used to support the proposed abutment foundation. We estimate maximum settlement of less than 3/4-inch and differential settlement less than 1/2-inch will occur between the abutment structure and the pile supported bridge structure due to maximum wall loads of 2-kips per lineal foot, using a maximum allowable soil bearing pressure of 3.0-ksf (kips per square foot) to design the foundations. PO Box 113040--Naples, FL 34108-239 514.4100-Fax 239.514.4161 www.ForgeEng.com Page 5 of 8n P Ppori (GeOcichoica, _xpk at o,, FORGE Proje„i !ViA Bht 'P8gg2¢¢54 Proposed Bulkhead Wall Replacement Project-Cedar Hammock Development Octo7)er 30, 2018 Due to the primarily granular nature of the subsurface soils, the majority of the settlement should be complete soon after the footing is cast and fill is placed to construct the abutment. The settlement estimate assumes up to four foot of fill may be placed onto the foundation and that the foundation soils are compacted to the minimum required density stated below using conventional compaction equipment. Foundation Design Recommendations The following list summarizes our foundation recommendations for this project. • All shallow foundations for the structure should be designed using a maximum allowable bearing pressure of 3.0 ksf. This bearing capacity assumes the foundations are bearing on compacted natural sands, or compacted clean structural fill. • The minimum foundation width should be 16-inches for continuous foundations, 12- inches at the base of turned down slabs, and 24-inches for individual column footings. • The footing bottoms should bear at least 16 inches below finished grade. The bottom of turned-down slabs should bear at least 12-inches below finished grade. • The foundations shall be designed in manor to protect them from being undermined. Site Preparation Recommendations We recommend the foundation and earthwork specifications include site preparation sections similar to those presented below: 1. Remove all surface vegetation and any other deleterious material for a distance of at least 10-feet beyond the perimeter of the new construction. 2. The existing ground surface, shall be compacted until a density of at least 95 percent of the modified Proctor(ASTM D-1557)maximum dry density is uniformly obtained. 3. Due the foundation's proximity to the existing lake, a sump pump may be required to allow optimal moisture content to be obtained. 4. The bottom of the footings shall be compacted until at least 95 percent of the modified Proctor (ASTM D-1557) maximum dry density is uniformly obtained. The test frequency shall be at least one test for each footing excavation with a minimum test frequency of four tests per lift. 5. Soil backfill shall be sand with a Unified Soil Classification of SP or SP-SM containing no organics. PO Box 113040--Naples, FL 34108-239.514.4100-Fax 239.514.4161 www.ForgeEng.com Page 6 of 8 pprtcGf Aberid ,P ig Proposed Bulkhead Wall Replacement Project-Cedar Hammock DevelopmentOctober 30,Zoo11e 6. All soil backfill shall be placed in appropriate lift heights based on the compaction equipment used (e.g. 4- to 6-inches loose lift for a walk behind roller and 3- to 4- inches for a plate compactor). Each lift shall be compacted until a density of at least 95 percent of the modified Proctor(ASTM D-1557) maximum dry density is uniformly obtained. Moisture content during compaction should be maintained within -2 and +2%of optimum. 7. Field density tests shall be made after compaction of all backfill or fill to verify the specified degree of compaction is obtained. The test frequency shall be a minimum of four per lift. Bridge Timber Piles It is our opinion that soils encountered in the borings are suitable to support timber piles with allowable compressive capacities of at least 10-kips within the top 20 feet of soils. This assumes that the piles have a minimum butt dimension of 12—inches and have a minimum tip diameter to 10-inches. We also assume that piles will be driven with a conventional pile hammer. Different lengths may be required for piles that are predrilled or jetted. In addition piles installed within the water way will have similar required embedment depths but overall length will be greater to achieve pile cutoff height. We understand that the Association is obtaining proposals for a consultant to design the replacement bridges. FORGE recommends that the pile contractor consider using metal driving tips for the piles. Based on our limited water sampling, shallow gravely material is present. The existing material is likely to contain sporadic boulders with sharp edges that could split driven piles. Additionally, it is believed that the hard LIMESTONE in the middle of the bridge crossings alignment were likely removed during the excavation of the lake, however there may still be some hard rock present near the embankments. Due to this, some of the piles may require pre-drilling of the hard LIMESTONE stratum to achieve sufficient embedment. Additional Services FORGE should be engaged to review the project foundation plans and earthwork specifications. We would then suggest changes in the specifications so our recommendations are properly interpreted and implemented. FORGE should also be engaged to monitor the foundation installation program, complete the construction materials testing on this project, and visit the project during construction and mass grading to observe the site conditions encountered and the construction techniques used. Our observations would then be compared with the parameters used in our evaluation. PO Box 113040 Naples, FL 34108—239 514 4100—Fax 239.514.4161 www.ForgeEng.com Page 7 of 8 �Nf Report of f oolE h,( o!i_ olt to110n 1-oi?GE prpfact 1"A 4 Proposed Bulkhead Wall Replacement Project-Cedar Hammock Development October 30,7018 Closing We appreciate working with you as your geotechnical consultant and look forward to working with you on the remainder of this project. Please contact us when we may be of further assistance, or if you have any questions regarding this report. Sincerely, ,‘% Forge Engineering, Inc. os Q,O P....tf Certificate of Authorization No.7544 �� \)•' 6E S .% I. No 42644 O. STATE OF1. Robert J. McGinnis, E.I. 141. ON P\ 0t"Richard P. Lundberg, P.E. Project Engineer Principal Engineer Florida Registration No.42644 Distribution: 1 —Addressee (via e-mail), 1 - Mr. Justin Faircloth (Inframark-via email), 1 —Mr. Carl A. Hazenberg, P.E. (Ingenium, Inc. -via email), 1 - File Appendix: Figure 1: Site Location Map Figure 2: Site Vicinity Aerial &Soil Boring Location Plan Boring Location Summary Table Report of Soil Borings (Sheets 1 through 4) Boring Logs Key to Boring Logs Classification Laboratory Tests-Grain Size Curve Laboratory Tests—Direct Shear Test Results PO Box 113040-.Naples, FL 34108-239 514.4100-Fax 239.514.4161 www.ForgeEng.com Page 8 of 8 Agenda Page 58 Figure 1 : Site Location Map North Naples yarn td x'uri t.aCO„ari Vicieyerds iotrien Gate fstuary et Grey traks N tt relooyrs H t a at 6n(a4-duel SUBJECT SITE i amide^rrellr Dere (Approximate location) Naples' F4arpfeg P t f(eat [i 1 Ntepirts fit-nidal Ga Weft t.ety Nap Irt Manor i.ely Kitson t dp' Xttewayr in istand !mage from Google Maps. PROPOSED BULKHEAD WALL REPLACEMENT PROJECT Cedar Hammock Community Development District Naples, Collier County, Florida 34112 FORGE FORGE Project Number 2893-003.01 INNOVATIVE ENGINEERING SOLUTIONS October 2018 aesinea' a ast sa erea wra.Fs� a IO'£00-£68Z'ON 103P021d 302104 um.au.useuiBu3 L914-4L9.6EZ j o of Lm4 uo9ezuoyple N t uetWN.sctudm out vt044.. OOL4'4L9'6EZd 2, $. a.i! stJ,;,,.- ,,, ZL L4E VOMOId'ALNf10J b31l1CO S3ldtlN 3 07 St 4'LL'6'I'I 193891 Po noN-si uapnpadOJ n :JOV7 Jo Pen oN nal'buuaeu�eu. 1N3WdOl3N34 Y�OWWYH aV03� eBJod;0 AVeda1d woo 6ueB61o}'MMnt ` L.M,P.ayt on u6�sep 9EBLZ Hlrn/'im0 r,-=* 1�3fOad iN3W�tlldBa IIYM Otl3Dllf19 0330dClad Due s&ipnetD Nail 80 140 tlawOlj'S31d3N r •04DEt t 1079 O'd NpLL93010N309 9 Hdb'iJ OLOHd 19I899.11NJ MA 81151'RRJ3AO Z emBid 0 T : i CL g _ .. .. .., . . ... ............ ........„.. ....... _ r-. ' -, ..... X.'''.. � e o . -- 8 n �t. 2 9 �.y� nY, F aw n o W J N 2 ... ._ LAI E h O13-- . ..- •„,,,.., ,.. r,z r �. A Z u, �9 () H 9 9 s .-. 8 4 c o C� : J 4 O mm W C� w `� OC 2.nz0c=4 , .z0c=� w �_ t � I ® 0 � ' ..., gel.1 p C9 LL Agenda Page 60 FORGE INFF N INNOVATIVE ENGINEERING SOLUTIONS BORING LOCATION SUMMARY TABLE CEDAR HAMMOCK BULKHEAD WALL REPLACEMENT FORGE Project No. 2893-003.01 Approximate Approximate Distance Boring Number Approximate Elevation Offset from Station Station Number* (ft. NAVD '88) location fin•) B-1 SL-15/SL-16 +14.5 7 B-2 SL-21 / SL-22 +13.5 7 B-3 S-1 / SL-2 +13.8 10 B-4 SL-9/SL-10 +13.5 15 B-5 - - - B-6 - - - B-7 - - - B-8 - - - B-9 - - - B-10 SL-56/ SL-57 +14.0 5 B-11 SL-67/AL-68 +13.5 12 B-12 SL-74 +13.0 10 B-13 SL-44/SL-45 +13.5 5 B-14 SL-23/SL-24 +13.0 5 B-15 SL-6/SL-7 +13.0 5 B-16 - - - B-17 SL-20/ SL-21 +12.8 5 Note: Station information was previously assigned by Banks Engineering in the provided survey data. Offset distance is the approximate distance away from the existing bulkhead wall. See plan for boring locations. 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'4 ft m ' Y m I 3 i m9 ` C m m _ mo 0 NaO — j P � N ; O m ZCD .no 3 3 Z Groundwater % I 1 Unified N 0MSHTO CO CDQ •. a. s �"" a. nil s w t O Symbol CO 117 3 oZ o su e Y W 0 O. O q a i x a y y o r • Y N 4 R CD 03• O Water Content,% CD 7 Fines Content,%m o- Z c) m C 2) o Q 3 CD Organic Content,' .2 a m k Liquid Limit,°k v c Co 7 Plasticity Index.% N N - c a F Time Rate of Drilling p _a8 8 8 (minutes:seconds) i CO I.O If11 IO f0 ID IO v cn ,2 .2 .�` g E a B. i 1 71 ail g g 3 3 o a CD 1 ,z a C r r �. rnCD nu D Cl) Cl) CD co O co O ' Z a � Z r se m z z cu CCI (rCI cq m d m 0. a 11 I y Q .t O 0 Z F. -a° P. i n 0 m ! iJIto$7 Re) 3 rb 4 3 Q IP 1:1' v. IP' N` r 4t m iS g Groundwater m 3 cc! 2 v is so Unified COIV 0 cD W *: He ` _ ft a ,�� r, -*, a r s t. .,vua' .a '��. H'4 3 a AASHTO O »,r. 0 5�niiettg . Symbol CO m O 3 W A A Ql 8 W N W <° f0 % Z —' 3 4 s V s c a a o 0 Pr * x a s a 4 W z x a t C e 5 x V o 7C s a _z 3 a cpto DI, 41. 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Contact Todd Logan at 239-825-4599 to schedule a date and time to perform any site visits to review the field conditions at the bridge sites other than the day of the mandatory pre-bid meeting. 11. The attached engineering plans prepared by Ingenium,Inc.,provides the structural design details for the new vinyl sheet pile walls.Color of vinyl sheet pile and FRP wale beams shall be clay. 12. Golf cart bridge crossings occur at walls on Hole#4(island),Hole#4(roadway),Hole#5(island), and Hole#5(roadway). Construction of the walls will likely commence before construction of new bridges. Therefore,successful wall contractor will need to familiarize themselves with both bridge and wall designs to assure successful tie-in. To that end,the contractor shall immediately notify CDD representative and engineers of any obstacles or conflicts to achieving this goal. 13. Documents available for review includes: • Sheet Pile Specification(with FRP wale beam) • Design drawings by Ingenium,Inc. • Banks Engineering drawings dated 1/27/2017 • Forge Engineering,Inc.report of Geotechnical Investigation dated 10/30/2018 • Bridge Solutions design of Golf Cart Bridges(separate RFP) • Rock Soundings(hand probe with 5/8"diameter rod) 14. Bid and performance bonds are required for this project.See the draft contract for the requirements. Provide an itemized cost for each of these bonds that covers all of the walls on the bid form. Also, contractor shall also provide as part of their proposal insurance limits and coverages. 15. The price bid for each wall shall include the cost of obtaining a building permit from Collier County based a copy of said plans. 16. Provide project references noting location,owner(with contact information),and engineer. Note projects similar in scope to the current RFP carry additional merit in the selection process. 17. Contractor in RFP will note number of crews and personnel per crew. Also, provide relevant experience of each crew member—role,years'experience,relevant project experience,etc. 18. Contractor should explain their quality control and quality assurance procedure and how they intend to implement for this project. 19. Contractor to explain equipment to be used for the project—if equipment is leased or owned,age of equipment,and any equipment the contractor feels will make them most qualified for the project, etc. 20. There will be a mandatory pre-bid meeting on 999994979 21. CDD and engineer's selection of the successful contractor will be based on the following: o Price o Relevant experience o Schedule o Minimizing impact and seasonal down time to the golf course o Bond and Insurance capacity/capability o Equipment o Quality Control Program Vinyl Sheet Pile Wall RFP Page 3 Agenda Page 118 o Any other unique benefits that the contractor feels would complement their qualifications 22. Contractor acknowledges that they are aware of the site installation challenges involving but not limited to the presence of rock(cobbles or cap rock),existing timber bulkhead(geotextile,gravel,cables,deadmen,etc.),existing irrigation, existing drainage systems,etc. Vinyl Sheet Pile Wall RFP Page 4 Agenda Page 119 Example of similar project in photo below: • SII I Agenda Page 120 -7-21 ngenium, Inca" Cedar Hammock Sheet Pile Wall Specification 1.0 Materials 1.1 ESP 4.1 Vinyl Sheet Piling Sheet pile profile shall be manufactured with an interlocking feature that ensures adjacent panels maintain alignment.The sheeting shall be co-extruded with a virgin clay color capstock and high quality regrind substrate.The sheet pile shall be free from visible cracks and other injurious defects. The manufacturer's extrusion facility shall have at least 15 years' experience with the manufacturing of vinyl sheet piling.An acceptable supplier of the vinyl sheet piling is Everlast Synthetic Products,LLC, 1000 Wyngate Parkway, Suite 100,Woodstock,GA 30189, 800-687-0036. 1.1.1 Properties of Vinyl Sheet Pile Part shall have the following minimum properties unless otherwise noted: • Color Clay • Specific Gravity 1.43 ASTM D-792 • Cell Class 1-321234-22 ASTM D-4216 • Tensile Yield 6,300 psi ASTM D-638 • Tensile Modulus 380,000 psi ASTM D-638 • Creep Stress 5,000 psi(<4.2%strain) ASTM D-5262 B 4,000 psi (<3.0%strain) • Interface Direct Shear 20°(SM Soil) ASTM D-5321 C • Interlock Flow Rate 1.71x10'(60 psf)D GRI Certified Lab E 4.86x10`'(360 psf)D • Dynamic Modulus 332,136 psi(32°F) ASTM D-4065 266,144 psi(100°F) • Profile Width 20 inches(max.width) Interlock to Interlock • Profile Depth 8 inches(max.depth) Outside to outside flange • I(moment of inertia) 69.7 in4/ft • Z(section modulus) 14.9 in3/ft • Rs(radius of gyration) 6.1 in(major axis) 3.1 in(minor axis) • Thickness 0.285 inches --------- -- • Weight 3.55 lbs/SF --------__-__ A Cell class for entire finished part shall be verified by an independent,A2LA certified 3" party laboratory. B Supplier shall provide a minimum of 10,000 hrs.of creep data on finished vinyl sheet pile part with a sample thickness of 0.25 inches from a 3"party,Geosynthetics Research Institute(GRI)certified laboratory. C Supplier shall provide interface direct shear data on a fmished sheet pile part from a 3" party,GM certified laboratory. D Units for interlock flow rate are in cubic feet per second/ft.of interlock/LF of wall. E Supplier shall provide interlock flow rate data from a 3"party,GM certified laboratory. F Supplier shall provide dynamic modulus data from a 3rd party,ISO certified laboratory. Cedar Hammock Sheet Pile Wall Specification Page 1 Agenda Page 121 :=::.:i ngenium, Inc T"" 1.2 Wales for support of vinyl sheet piling shall be Fiber Reinforced Plastic (FRP) rectangular tubes in clay color,manufactured in a facility with at least 15 years' experience producing said tube: 1.2.1 Wales shall overlap top and bottom at pile locations when in curved wall sections. Wale beam shall extend a minimum of 1' beyond the timber pile 1.2.2 Wales shall have the followingroperties: F. I-Series X-Series Material Properties Symbol Units Modulus of Elasticity Bending About X-X Axis Ex-x psi 3.6x106 4.0x106 Bending About Y-Y Axis Eyy psi 3.5x106 4.4x106 Modulus of Rupture Bending About X-X Axis MORx-x psi 41,621 42,409 Bending About Y-Y Axis MORr-r psi 19,119 25,458 Y 1 • r 1 i x - +- f D -x h 0 ' 0 0 0 J 1 Y W Geometric Properties of Wale/Beam I-Series X-Series i Width W inches 4.0 4.0 Depth h inches 6.0 7.5 Section Modulus(X-X) Z,., in3 9.3 14.44 Section Modulus(Y-Y) ZVI in3 7.2 9.82 Moment of Inertia(X-X) I,_, in4 27.4 54.16 Moment of Inertia(Y-Y) Iw1 in4 14.3 19.64 Cedar Hammock Sheet Pile Wall Specification Page 2 Agenda Page 122 ngenium, Incl" 1.3 Cap--top cap on top of vinyl sheet piling shall be composite deck board(Trex or equal).Contractor to submit information(including color)for approval prior to ordering. 1.4 Tie-Back System—anchors used to tieback the seawall shall be helical anchors as noted on the drawings.Anchoring of existing timber wall was done with cable. It is believed that two or three of the existing timber piles is anchored to one deadmen. Contractor shall inspect tie-in of cable into existing pile. The intend being to gain insight to not conflict with the proposed helical anchor system. Install upper and lower helical anchors as noted on the plans. 1.5 All-thread,couplers,nuts,washers,and miscellaneous steel hardware-As noted on the plans 1.6 Backfill-as noted on the plans 1.7 Concrete—Concrete used as headwalls to extend pipes through the wall shall be of the type and strength noted on the plans. Quality for forming,pouring, and finishing shall following acceptable procedures established by ACI(American Concrete Institute) 2.0 Delivery and Storage Upon delivery of materials to site,contractor shall visually inspect all materials for defects or damage. If serious defect or damage is detected,contractor shall notify engineer immediately. Store bundled sheet piling on a relatively level surface with a slight pitch to allow water to drain.Contractor should not break bundled sheets until ready for installation. 3.0 Submittals Contractor is to provide submittals for the following to the engineer: 3.1 Complete descriptions of sheet piling driving equipment including hammers, extractors,protection caps and other installation appurtenances. 3.2 Material Certification—Prior to shipment,manufacturer shall provide Letter of Certification from manufacture to engineer assuring that materials meets requirements set forth in Sections 1.1 and 1.2. 3.3 Mill certs of items in sections 1.4 and 1.5. 3.4 Product submittal in section 1.3. 3.5 Sieve analysis for every truckload of material in section 1.6 per ASTM D-422 3.6 Cylinder breaks(5 minimum)of every concrete(section 1.7)batch demonstrating minimum 28 day strength has been achieved. 3.7 Sheet pile and timber pile installation logs demonstrating that these items have been installed to the minimum required penetration. Cedar Hammock Sheet Pile Wall Specification Page 3 Agenda Page 123 •__ ngeniumi Inca" 3.8 Helical Anchor logs demonstrating every earth anchor has the required load capacity. Every anchor shall have documentation of installation torque at termination of anchor installation as noted on plans. One of every ten anchors(10%)shall be proof tested to confirm required load has been met. Contractor may omit torque requirement IF every anchor is proof loaded. 4.0 General Installation-Contractor shall not drive proposed helical anchors into existing cable or existing utilities(irrigation,drain pipes,drain basins,etc.). Contractor shall locate any potential conflict and plan accordingly to avoid any potential conflict. 4.1 Install helical anchors per manufactures recommendations and as noted on the plans to secure existing timber bulkhead wall. Torque/proof load as noted in section 3.8. The plans refer to this as Stage 1. 4.2 Install timber piles as shown on the plans by drilling, augering,or driving with protective pile tip. Care shall be taken not to damage timber piles. If timber piles are damaged during installation,contractor shall replace at their own expense. 4.3 Install driving guide,temporary template or wale system to aid in driving a straight and plumb wall.A"two level"template as well as front and rear wale/bracing system is strongly suggested for tough and/or deep driving situations. The permanent timber pile and FRP tubes may be installed in lieu of temporary template system. 4.4 Drive sheet piling-Direction of installation should be towards the direction of male side of the sheet when possible. Steel punch,helmet or drive shoes may be required if driving through hard soil strata or obstructions.Water jet by displacement of soil shall not be used unless approved by the engineer in writing. It is very important that the contractor drives sheets to required embedment depth.Under no circumstances shall the contractor cut-off or install shorter sheets without written authorization from engineer.Adequate precautions shall be taken to ensure that piles are driven plumb. Sheet piling shall not be driven more than 1/8 inch per foot out of plumb in the plane of the wall,nor more than 1/16 inch per foot"out"of plumb perpendicular to the plane of the wall,nor more than 1/4 inch per foot"in" of plumb perpendicular to the plane of the wall. 4.5 Sheet piles driven out of interlock with adjacent piles or otherwise damaged shall be removed and replaced by new sheet piles at the contractor's expense. 4.6 Install weep holes. 4.7 Backfill between existing timber wall and new sheet piling in level compacted lifts (12"max. lift thickness). Compaction of backfill shall be 95%based on ASTM D698. Maintain heavy equipment at least ten(10)feet from back of sheeting. 4.8 Install composite deck board cap to top of sheet piling. 4.9 Regrade and sod as necessary in transition areas between new and old wall, or where sod has been damaged during construction of the walls. Contractor acknowledges that they are aware of the site installation challenges involving but not limited to the presence of rock(cobbles or cap rock), existing timber bulkhead(geotextile,gravel,cables,deadmen, etc.),existing irrigation, existing drainage systems,etc. Cedar Hammock Sheet Pile Wall Specification Page 4 Agenda Page 124 -� ngenium, Inc.TM 5.0 Payment Payment for vinyl sheet pile wall shall be based on bid tabs as part of the RFP package. Cedar Hammock Sheet Pile Wall Specification Page 5 s o h ie) IIo a r��41i aL I Ir.itu � ° dJ �0Oo 31 2 1 UNDO[ tcs, ,W .o® �n8 �U Y �! .� ' mme a � a z T 1 11! , 1 g PP , I W No stig WZW . 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(41 ... ---- c.."' .----- .'k. ‘'''.... cs .., .-..i. %--- C% — I , c"•• .. 6\ on .1). ,..... —_____ .--.... r c**- C-7.,. %---- b. c---, cd.., LO %14 6.- 1 -NI t ca w ' ) Agenda Page 152 a ry' .3 .a.11 --. -.4. s: .k. s- --- n----------- (> 4 w_ c- q"._ c- GQ C..-7_ C.- t...) i' - __-___,..T_ O LsC kAS 4a — CO 4 _ L t ‘ !" 1 ' `•\ �= tQ k,_ ) v_ 3-1,_ k 1 I,- . (IN \ 1 6`1 Agenda Page 154 From: Steve Kulp Sent:Wednesday,January 30, 2019 1:28 PM To: Carl Hazenberg; Nathan Touchstone Cc: Brad Lund Subject: Contractor Bid List for Cedar Hammock Here are 5 quality contractors,bonded,insured, honest and experienced that expressed positive interest in bidding the Cedar Hammock project. Please forward to Norman and the board. Florida Marine Construction Charlie Garcia Charlie@flmarineconstruction.com 239-850-6707 Cell 5271 Doug Taylor Circle St.James City, FL 33956 Naples Marine Construction Marc Lerndon marc@naplesdockbuilders.com and chet@naplesdockbuilders.com 239-434-0249 3557 Prospect Ave. Naples,FL 34104 Kelly Brothers Marine Construction Dane Kelly danek@kellvbros.net and jakek@kellvbros.net 239-482-7300 15775 Pine Ridge Rd. Ft.Meyers, FL 33908 Marine Contracting Group Brian Midolo and Ryan Midolo 941-505-0221 blmidoloPmcgfl.com and rmidolo@mcgfl.com 2511 Vasco St. Unit 112 Punta Gorda,FL 33950 Infinite Construction Paul Kirilinas 239-826-1268 pkirilinasPinficonst.com 6749 Idelwild St. Ft.Meyers, FL 33966 Steve Kulp EVERLAST SYNTHETIC PRODUCTS 800-687-0036 941-306-5172 770-241-6195 Cell Agenda Page 156 Cardno Shaping the Future January 11,2019 South Florida Water Management District Cardno Regulation Water Use Attn: Mr.Scott Korf 5670 Zip Drive P.O. Box 24680 Fort Myers,FL 33905 West Palm Beach, Florida 33416-4680 USA RE: Cedar Hammock Phone: +1 239 574 1919 • SFWMD Permit#11-01711-W Fax: +1 239 574 8106 Cardno Project#RT21611300 www.cardno.com Dear Scott: The monthly water elevation and quality data required for the above referenced permit are enclosed. Should you have any comments or questions,or require additional information, please do not hesitate to contact me. Sincerely, Stephan P. Kohlmeier Water Resource Analyst for Cardno Direct Line: (239)246-4813 Email: sterhan.kohlmeier@.cardno.com SPKlgng Enc: Quarterly Report of Monitoring Requirements cc: Justin Faircloth, Inframark Todd Legan, Cedar Hammock Z:\Project Files\AAA-Hydro Sites\Cedar Hammock\LETTER,DOC Agenda Page 174 CEDAR HAMMOCK Community Development District Financial Report December 31, 2018 Prepared by: 4I N,F�RHANMMARK CEDAR HAMMOCK Agenda Page 175 Community Development District Table of Contents FINANCIAL STATEMENTS Balance Sheet Page 1 Statement of Revenues,Expenditures and Changes in Fund Balances General Fund Pages 2-3 SUPPORTING SCHEDULES Non-Ad Valorem Special Assessments Page 4 Cash and Investment Report Page 5 Suntrust Bank Reconciliation Page 6 Valley National Bank Reconciliation Page 7 Check Register Page 8 Agenda Page 176 CEDAR HAMMOCKS Community Development District Financial Statements (Unaudited) December 31, 2018 CEDAR HAMMOCK Agenda Page 177 Community Development District General Fund Balance Sheet December 31,2018 ACCOUNT DESCRIPTION TOTAL ASSETS Cash-Checking Account $ 385,344 Accounts Receivable 5,913 Investments: Certificates of Deposit-12 Months 206,435 Certificates of Deposit-18 Months 103,130 Money Market Account 335,340 Deposits 1,359 TOTAL ASSETS $ 1,037,521 LIABILITIES Accounts Payable $ 6,620 Accrued Expenses 600 TOTAL LIABILITIES 7,220 FUND BALANCES Nonspendable: Deposits 1,359 Assigned to: Operating Reserves 43,617 Reserves-Bridges 120,190 Reserves-Bulkheads 135,928 Reserves-Lakes 32,153 Reserves-Roadways 157,725 Unassigned: 539,329 TOTAL FUND BALANCES $ 1,030,301 TOTAL LIABILITIES&FUND BALANCES $ 1,037,521 Page 1 CEDAR HAMMOCK Agenda Page 178 Community Development District General Fund Statement of Revenues,Expenditures and Changes in Fund Balances For the Period Ending December 31,2018 ANNUAL ADOPTED YEAR TO DATE YEAR TO DATE VARIANCE($) ACCOUNT DESCRIPTION BUDGET BUDGET ACTUAL FAV(UNFAV) REVENUES Interest-Investments $ 2,017 $ 504 $ 3,562 $ 3,058 Special Assmnts-Tax Collector 379,523 345,265 330,240 (15,025) Special Assmnts-Discounts (15,181) (13,812) (13,202) 610 Other Miscellaneous Revenues - - 1,100 1,100 TOTAL REVENUES 366,359 331,957 321,700 (10,257) EXPENDITURES Administration ProfServ-Engineering 30,000 7,500 1,174 6,326 ProfServ-Legal Services 2,000 500 1,684 (1,184) ProfServ-Mgmt Consulting Sery 38,404 9,601 9,601 - ProfServ-Property Appraiser 5,693 5,693 5,693 - ProfServ-Special Assessment 2,941 2,941 2,941 - ProfServ-Web Site Maintenance 656 164 164 - Auditing Services 5,000 - - - Postage and Freight 765 191 86 105 Insurance-General Liability 7,959 7,959 7,000 959 Printing and Binding 2,246 561 454 107 Legal Advertising 2,394 599 245 354 Misc-Bank Charges 700 175 144 31 Misc-Assessmnt Collection Cost 7,590 6,904 6,341 563 Misc-Web Hosting 239 239 239 - Office Supplies 400 100 - 100 Annual District Filing Fee 175 175 175 - Total Administration 107,162 43,302 35,941 7,361 Page 2 CEDAR HAMMOCK Agenda Page 179 Community Development District General Fund Statement of Revenues,Expenditures and Changes in Fund Balances For the Period Ending December 31,2018 ANNUAL ADOPTED YEAR TO DATE YEAR TO DATE VARIANCE($) ACCOUNT DESCRIPTION BUDGET BUDGET ACTUAL FAV(UNFAV) Field ProfServ-Field Management 1,539 385 385 - Contracts-Water Mgmt Services 7,200 1,800 1,800 - Utility-Cameras 1,320 330 317 13 Electricity-Wells 3,000 750 312 438 Electricity-Aerator 2,000 500 411 89 R&M-Lake 3,000 750 - 750 R&M-Plant Replacement 3,015 754 - 754 R&M Bulkheads 8,000 2,000 - 2,000 R&M-Bridges&Cart Paths 8,000 2,000 - 2,000 Misc-Contingency 20,289 5,072 4,547 525 Capital Outlay 9,944 6,008 6,008 - Reserve-Bridges 20,910 20,910 - 20,910 Reserve-Bulkheads 83,980 83,980 26,820 57,160 Reserve-Lakes 15,000 15,000 - 15,000 Reserve-Roadways 72,000 72,000 - 72,000 Total Field 259,197 212,239 40,600 171,639 TOTAL EXPENDITURES 366,359 255,541 76,541 179,000 Excess(deficiency)of revenues Over(under)expenditures - 76,416 245,159 168,743 Net change in fund balance $ - $ 76,416 $ 245,159 $ 168,743 FUND BALANCE,BEGINNING(OCT 1,2018) 784,682 784,682 784,682 FUND BALANCE,ENDING $ 784,682 $ 861,098 $ 1,029,841 Page 3 Agenda Page 180 CEDAR HAMMOCKS Community Development District Supporting Schedules December 31, 2018 CEDAR HAMMOCK Agenda Page 181 Community Development District Non-Ad Valorem Special Assessments (Collier County Tax Collector-Monthly Collection Distributions) For the Fiscal Year Ending September 30,2019 Discount! County Gross Date Net Amount (Penalties) Expense Amount General Fund Received Received Amount Amount Received Assessments Assessments Levied For FY 2019 $379,523 $ 379,523 Allocation % 100% 100% 11/01/18 42,900 1,824 876 45,600 45,600 11/08/18 3,422 194 70 3,686 3,686 11/19/18 130,936 5,567 2,672 139,175 139,175 11/26/18 78,204 3,325 1,596 83,125 83,125 12/24/18 55,235 2,292 1,127 58,654 58,654 TOTAL $ 310,697 $ 13,202 $ 6,341 $ 330,240 $ 330,240 % COLLECTED 87% 87% I TOTAL OUTSTANDING $ 49,284 $ 49,284 Report Date:1/15/2019 Page 4 Agenda Page 182 CEDAR HAMMOCK Community Development District All Funds Cash and Investment Report December 31, 2018 General Fund Account Name Bank Name Investment Type Maturity Yield Balance Checking Account-Operating SunTrust Bank Public Funds NOW n/a 0.00% $ 100,579 Checking Account-Operating Valley National Bank Gov't Interest Checking n/a 0.00% $284,765 Certificate of Deposit-8030 BankUnited 12 month CD 2/13/19 1.55% 206,435 Certificate of Deposit-6089 BankUnited 18 month CD 9/9/19 1.80% 103,130 Money Market Account BankUnited Public Funds MMA n/a 1.75% 335,340 Total $ 1,030,249 Report Date: 1/15/2019 Page 5 Cedar Hammock CDD Agenda Page 183 Bank Reconciliation Bank Account No. 9995 SunTrust-GF Statement No. 12-18 Statement Date 12/31/2018 i G/L Balance(LCY) 100,578.94 Statement Balance 108,30458 G/L Balance 100,578.94 Outstanding Deposits 0.00 Positive Adjustments 0.00 Subtotal 108,304.58 Subtotal 100,578.94 Outstanding Checks 7,725.64 Negative Adjustments 0.00 Differences 0.00 Ending G/L Balance 100,578.94 Ending Balance 100,578.94 Difference 0.00 Posting Document Document Cleared Date Type No. Description Amount Amount Difference Outstanding Checks 12/26/2018 Payment 001975 BANKS ENGINEERING INC 1,153.60 0.00 1,153.60 I 12/26/2018 Payment 001976 INFRAMARK,LLC 6,572.04 0.00 6,572,04 Total Outstanding Checks 7,725.64 7,725.64 • Page 6 Cedar Hammock CDD Agenda Page 184 Bank Reconciliation , Bank Account No. 2555 Valley National Bank-GF Statement No. 12-18 Statement Date 12/31/2018 G/L Balance(LCY) 284764.91 Statement Balance 284764.91 G/L Balance 284,764.91 Outstanding Deposits 0.00 Positive Adjustments 0.00 Subtotal 284,764.91 Subtotal 284,764.91 Outstanding Checks 0.00 Negative Adjustments 0.00 Differences 0.00 Ending G/L Balance 284,764.91 Ending Balance 284,764-91 Difference 0.00 Posting Document Document Cleared Date Type No. Description Amount Amount Difference Page 7 o 0 0 0 0 0 0 0 0 0 0 00 m z . 0 0 0 0 0 0 0 0 0 0 0 0 0 = o o • o. in o v o 0 co co 0 co 0 o co o o D n 0 0 0 0 0 0 0 0 0 0 0 00 r = ,; co v -4 -4 -4 v r CO 8.17 J cD-4 -4 Em � Z R• N O) 0) O) O O 0) 0) A W N ^ o . . -A `z N N N N N N N N N N N N a O N i.'... $1.1) Z m ON` ) m A L.7 O O A ioi m co co co co co co co co co co co co i f- iozzzzzz T �1 T T Z g Z O p D D N m x _ = D D D D D D m CO x = p 77 71 73 77 Z -1 D T 7 7 T 7 , W C) $ r r r r r r Z K 0 r 0 r 0 0 m m -0 0 0 m D O m r Z T C) go giWWgiCOWO N N O O) OO O O O) N A O W O 0 W co c0 O f0 CO m CO VI 0 C CO o CD R g D D C7 N co m C) C) ti rn . z S = 1 0 o cD 03 0 0 7 m ', m A -• NNNNNN Z (Tco mmc cDa3 4 v Wto ZCJWD < —I CIL v CO CO ae CO CO CO61.1 6, rQggg g cn _' zz7ZZzmNmm3 0 0313 < Z w co D )' D D D D Z < O 3 co G) o m co Q _. g m 3 cn m -• 0 xNm 0 ^) C) m m m m m m m ro - O 0 0 1 w0 _, � � _, _, < . , Z CD = mom, 3 p S m m m '1) m -nm m = O co m0 Z o 7 ; A m m m m m m m 1 `I p0 mmmmmm u) cncocococo � ,D m = ° wn re' X CO -S m a co N o 14 mmvvvvIV -avCvmg co 3• 6 m a o 3 ° a a a a g 0 0. a (D m ' co C o m m 0 S rt 2 ? m 0 2 2 2 0 ? m < D v aa 'mm2 m6 °- cc' i. o m o 0 0o m o a @ m T3 ng q d U) a m m o a) rn y 00, c! 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