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10/09/2017 Agenda Cedar Hammock Community Development District Board of Supervisors Tom Cook,Chairman Bob Koncar,District Manager Gary McClellan,Vice Chairman Justin Faircloth,District Manager Larry Minamyer,Assistant Secretary Dan Cox,District Counsel Norman Day,Assistant Secretary Sam Marshall,District Engineer Quentin Greeley,Assistant Secretary Regular Meeting Agenda October 9,2017—3:00 p.m. 1. Roll Call 2. Approval of Agenda 3. Audience Comments 4. Old Business A. Re-billing of Paving Project B. Reserve Study C. Bulkhead Wall Design Discussion 5. New Business A. Bridging Solutions Proposal for Bridge Inspection-#18 Bridge Collapse B. Insurance Coverage Review i. Rear Gate Damage Review ii. Camera System Discussion iii. Hurricane Irma Damage C. Grass Carp Discussion 6. Manager's Report A. Approval of the Minutes of the May 15, 2017 Workshop and Regular Meeting B. Financial Report for August,2017 C. Follow Up Items 7. Attorney's Report 8. Engineer's Report 9. Communication to Master Board 10. Supervisors Request 11. Adjournment THE NEXT REGULAR MEETING IS SCHEDULED FOR NOVEMBER 13,2017 at 3:00 P.M. Florida Reserve Study and Appraisal,Inc. 12407 N.Florida Avenue Tampa,FL 33612 Phone:813.932.1588 Fax:813.388.4189 www.reservestudyfl.com Funding Reserve Analysis for Cedar Hammock CDD August 18, 2017 s ,7 ``sx'""a'�i ,„ �- �. '06 P `_.. .� -. ad s ' go �". -fit 44 .N, A * ..or., ' tA..• ---l' • *i 4- "` `' ' art _, ..... - r ,I ' ?i, , ,'." , i Hammock _ , • . , GOLF&COUNTRYC w + ".."1, .; r ' Friday, August 18,2017 Page 1 of 37 Pages Funding Reserve Analysis for Cedar Hammock CDD Table of Contents Pages Subject 1 Report Cover Sheet 2 Table of Contents 3 to 17 Reserve Study Summary 18 to 19 Reserve Item Summary 20 to 24 Reserve Item Listing 25 to 26 Present Cost Report 27 Cash Flow 28 Assessment Summary 29 to 32 Expense Report 33 to 37 Expense Summary Friday, August 18,2017 Page 2 of 37 Pages Florida Reserve Study and Appraisal,Inc. 12407 N.Florida Avenue Tampa,FL 33612 Phone:813.932.1588 Fax:813.388.4189 www.reservestudyfl.com August 18,2017 Cedar Hammock CDD 8660 Cedar Hammock Blvd Naples,FL 34112 Board of Directors, We are pleased to present to Cedar Hammock CDD the requested Reserve Funding study. We believe that you will find the attached study to be thorough and complete. After you have had an opportunity to review the report you may have questions. Please do not hesitate to write or call,we would be pleased to answer any questions you may have. Project Description Cedar Hammock Community Development District("Cedar Hammock CDD or "District")is an independent taxing district created and existing under Chapter 190 of the Florida Statutes. Cedar Hammock CDD commenced operations in November 1999. Cedar Hammock is comprised of 799 units which consist of single family homes and multi family homes. The community started construction in 2000 and home construction was completed in 2004. The CDD consists of 417.32 acres and is located in Naples, Collier County, Florida. Date of Physical Inspection The subject property was physically inspected on Aprils and April 26, 2017 by Paul Gallizzi and Steven Swartz. Study Start and Study End This Reserve Study encompasses the 2017-2018 fiscal year plus 30 years. The Study Start Date is October 1, 2017 and the study ends on September 30,2048. Governing Documents A review was made of aerials and subdivision plats for the subject property. Depth of Study Full Service Reserve Study with Field Inspection A field inspection was made to verify the existing condition of the various reserve study components,their physical condition, and to verify component quantities. In place testing, laboratory testing, and non-destructive testing of the reserve study components were not performed. Field measurements of component quantities were made to either verify improvement plan take offs or determine directly the quantities of various components. Photographs were taken of the site Friday, August 18,2017 Page 3 of 37 Pages Prepared by Florida Reserve Study and Appraisal Cedar Hammock CDD Funding Study Summary-Continued improvements. Summary of Financial Assumptions The below table contains a partial summary of information provided by Cedar Hammock CDD for the Cedar Hammock CDD funding study. For the purpose of this report, an annual operating budget was set to $0, as this report focuses only on reserve items. Fiscal Calendar Year Begins October 1 Reserve Study by Fiscal Calendar Year Starting October 1,2017 Funding Study Length 30 Years Number of Assessment Paying Owners 799 Reserve Balance as of October 1,2018' $637,286 Annual Inflation Rate 2.50% Tax Rate on Reserve Interest 0.00% Minimum Reserve Account Balance $0 Assessment Change Period 1 Year Annual Operating Budget $0 I See "Financial Condition of District"in this report. Recommended Payment Schedule The below table contains the recommended schedule of payments for the next six years. The projected life expectancy of the major components and the funding needs of the reserves of the District are based upon the District performing appropriate routine and preventative maintenance for each major component. Failure to perform such maintenance can negatively impact the remaining useful life of the major components and can dramatically increase the funding needs of the reserves of the District. Proposed Assessments Fiscal Owner Total District Annual Proposed Calendar Annual Reserve ReserveBalance Year Assessment Assessment 2018 $391 $312,300 $285,748 2019 $401 $320,108 $66,611 2020 $411 $328,110 $50,240 2021 $421 $336,313 $118,667 2022 $431 $344,721 $291 2023 $442 $353,339 $139,058 *Annual Reserve Payments have been manually modified. Payments have been modified to smooth payments over time. Fiscal Year beginning October I,2018 Friday, August 18,2017 Page 4 of 37 Pages Prepared by Florida Reserve Study and Appraisal Cedar Hammock CDD Funding Study Summary-Continued Reserve Study Assumptions • Cost estimates and financial information are accurate and current. • No unforeseen circumstances will cause a significant reduction of reserves. • Sufficient comprehensive property insurance exists to protect from insurable risks. • The District plans to continue to maintain the existing common areas and amenities. • Reserve payments occur at the end of every calendar month. • Expenses occur throughout the year, as services are provided. Impact of Component Life The projected life expectancy of the major components and the reserve funding needs of the District are closely tied. Performing the appropriate routine maintenance for each major component generally increases the component useful life, effectively moving the component expense into the future which reduces the reserve funding payments of the District. Failure to perform such maintenance can shorten the remaining useful life of the major components, bringing the replacement expense closer to the present which increases the reserve funding payments of the District. Also, some reserves items may have the phrase allowance after it. These reserve items are something that would not be fully replaced at one time,but a small portion may have to be replaced periodically. Inflation Estimate Inflation has been estimated at 2.50 percent over the course of the study. Initial Reserves As of March 31, 2017, there was $831,506 set aside for reserves. This number does not include operating reserves. The projected reserve balance on October 1,2017 will be $637,286,which deducts the cost for the roadway project. These numbers were obtained from the District on the official March 2017 balance sheet and the annual budget. October 1,2017 starts the next fiscal year. September 30, 2018 marks the end of the fiscal year. Financial Condition of District The pooled method with inflation reserve projections estimate $390.86 per owner per year in fiscal year 2017- 2018 and $312,300 in total funding. At the current time, the District is considered to be 24 percent funded. This represents a poorly-funded status. The higher the percent funded,the more likely a District is to avoid a special assessment. The following are general measures to the health of a District based on the percent funding model: 0- 30% funded: poorly funded 30-70% funded: fairly funded 70-100% funded: well funded 100+% funded: very well funded Friday, August 18,2017 Page 5 of 37 Pages Prepared by Florida Reserve Study and Appraisal Cedar Hammock CDD Funding Study Summary-Continued Special Assessments No reserve items will require special assessments if the funding schedule is followed. However, funding less than the suggested amounts will likely result in special assessments or for the replacement of an item to be delayed. Reserve Funding Goal The reserve fund is set to be as close to Fully Funded as possible on an annual basis. Study Method Funding studies may be done in several ways,but we believe that the value of a funding study lies in the details. "Bulk" studies are quick, usually inexpensive, and almost always border on worthless. We believe that meaningful answers to funding studies lie in the details. This approach is pragmatic, and allows human judgment and experience to enter into the equation. Unless noted otherwise, the present cost of every reserve item in this report has been estimated using the "National Construction Estimator", a nationally recognized standard, and modified by an area cost adjustment factor.Where possible,known costs have been used. In addition, every reserve item has been given an estimated remaining useful life, an estimated useful life when new, and has been cast into the future to determine the inflated cost. Equal annual payments are calculated for each reserve item based upon a payment starting year and a payment ending year using the end of period payment method. Interest earned on accumulated reserve funds and taxes on the reserve interest are also calculated. Initial reserve funds are consumed as expenses occur until fully depleted,reducing annual reserve payments to a minimum. As you review this report,we are certain that you will appreciate the level of detail provided, allowing you to review each reserve item in detail. Summary of Findings We have estimated future projected expenses for Cedar Hammock CDD based upon preservation of existing improvements. The attached funding study is limited in scope to those expense items listed in the attached "Cedar Hammock CDD Reserve Study Expense Items". Expense items which have an expected life of more than 30 Years are not included in this reserve study unless payment for these long lived items overlaps the 30 Years reserve study envelope. Of primary concern is the preservation of a positive funding balance with funds sufficient to meet projected expenses throughout the study life. Based upon the attached funding study,it is our professional opinion that owner monthly fees as shown in the attached "Cedar Hammock CDD Assessment Summary" will realize this goal. Some reserve items in the "Revenue Summary Table" may not contain payments. In this analysis the initial reserves were used to make annual payments for expense items in their order of occurrence until the initial reserve was consumed. As a result reserve items without payments may be expected, particularly in the first few years of the funding study. Reserve items that have been paid with initial reserve funds are identified with a [FP] in the Expense Items Sheets. An item marked [PR] is partially paid with initial reserve funds. Cedar Hammock CDD represents and warrants that the information provided to us, including but not limited to that information contained in the attached Reserve Study Information Summary, that the maintenance Friday, August 18,2017 Page 6 of 37 Pages Prepared by Florida Reserve Study and Appraisal Cedar Hammock CDD Funding Study Summary-Continued records are complete and accurate, and that we may rely upon such information and documents without further verification or corroboration.Where the age of a particular Reserve Item(as listed in the Reserve Study)is unknown, Cedar Hammock CDD shall provide to us Cedar Hammock CDD's best-estimated age of that item. If Cedar Hammock CDD is unable to provide and estimate of a Reserve Item's age, we shall make our own estimate of age of the Reserve Item. The Reserve Study is created for the District's use, and is a reflection of information provided to us. This information is not for the purpose of performing an audit, historical records,quality or forensic analyses. Any on site inspection is not considered to be a project audit or quality inspection. The actual or projected total presented in the reserve study is based upon information provided and,was not audited. Percent Funded Many reserve studies use the concept of"Percent Funded" to measure the reserve account balance against a theoretically perfect value. Percent Funded is often used as a measure of the "Financial Health" of a District. The assumption is, the higher the percentage,the greater the "Financial Health". We believe the basic premise of"Fully Funded"is sound, but we also believe that the validity of the Fully Funded value must be used with caution. To answer the question, some understanding of Percent Funded is required. Fully Funded is the sum of the depreciation of all the components by year. To get the Percent Funded,divide the year end reserve balance by the Fully Funded value and multiply by 100 to get a percentage. The concept of Fully Funded is useful when the reserve study is comprehensive,but misleading when the reserve study is superficial or constrained. As a result,we recommend that the statement "Percent Funded" be used with caution. Keeping Your Reserve Study Current We believe that funding studies are an essential part of property management. People and property are constantly changing and evolving. As a result,the useful life of a funding study is at best a few years,and certainly not more than five years. This reserve study should be updated: • At least once every few years • At changes in the number of assessment paying owners • Before starting new improvements • Before making changes to the property • After a flood or fire • After the change of ownership or management • After Annexation or Incorporation Items Beyond the Scope of this Report • Building or land appraisals for any purpose. • State or local zoning ordinance violations. • Building code violations. • Soils conditions, soils contamination or geological stability of site. • Engineering analysis or structural stability of site. • Air quality, asbestos, electromagnetic radiation,formaldehyde,lead, mercury, radon, water quality or other Friday, August 18,2017 Page 7 of 37 Pages Prepared by Florida Reserve Study and Appraisal Cedar Hammock CDD Funding Study Summary-Continued environmental hazards. • Invasions by pests,termites and any or all other destroying organisms, insects,birds,bats or animals to buildings or site. This study is not a pest inspection. • Adequacy or efficiency of any system or component on site. • Specifically excluded reserve items. • Septic systems and septic tanks. • Buried or concealed portions of swimming pools,pool liners, Jacuzzis and spas or similar items. • Items concealed by signs,carpets or other things are also excluded from this study. • Missing or omitted information supplied by the Cedar Hammock CDD for the purposes of reserve study preparation. • Hidden improvements such as sewer lines, water lines, irrigation lines or other buried or concealed items. Stormwater Drainage Notes Cedar Hammock CDD has a large land area of 417.32 acres comprised of 799 units. The drainage for the community is comprised of inlets, drainage pipes, and retention ponds. The ponds have been constructed to engineering standards that include proper slopes and shore line stabilization which includes erosion protection and approved backfill materials such as soils with a high clay content covered within 2 inches of sand. The entire residential area including all roads and open areas have a complete drainage system. Overall, there are 85 curb inlets, 45 grate inlets, 8 manholes, 5 control structures, 50 flared end sections, and 3 mitered end sections. Additionally, there is 12,567 feet of reinforced concrete piping ranging in size from an 15 inch diameter to a 42 inch diameter. Cedar Hammock Storm Water Pipes Concrete: Diameter Length Cost/LF Amount 15" 1722' 48.00 $ 82,656 18" 4132' 60.00 $247,920 24" 3750' 84.00 $315,000 30" 1560' 108.00 $168,480 36" 759' 132.00 $100,188 42" 630' 156.00 $ 98,280 Other Drainage: Curb Inlets 85@3500 = $297,500 Grate Inlets 45@3000 = $135,000 Manholes 8@2650= $ 21,200 Mitered End Sections 3@1800= $ 5,400 Flared End Sections 50@ 1800 = $ 90,000 Friday, August 18,2017 Page 8 of 37 Pages Prepared by Florida Reserve Study and Appraisal Cedar Hammock CDD Funding Study Summary-Continued Grand Total $1,561,624 In general,the drainage system including drainage structures and drainage pipes have a long lifespan.These improvements, however, may encounter problems from natural causes such as settlement or tree roots and man made causes such as excavations or poor original design or poor construction. It has therefore been deemed necessary to set up a reserve for repair and replacement of the District-owned drainage improvements. For the purpose of this reserve study,it is our opinion that 2.5 percent of the original system cost should be set aside for reserves over a 5 year period, which would result in a reserve over that time of$39,000. These reserves can also be used for deferred maintenance of the storm drainage system, as some minor problems may occur at various times. The amounts shown in this reserve study should be analyzed and adjusted in future reserve studies based upon actual District expenditures for such items. Bulkhead Notes Cedar Hammock has used bulkheads to stabilize their pond banks and golf course islands in some areas. The bulkheads are wooden timbers, as low as 4 feet in height and up to 10 feet in height. The District has planned for replacement of the bulkheads in the upcoming years. The bulkheads have an expected lifespan of 25 years when new. Proper maintenance of the bulkheads is essential in achieving its expected life. Proper maintenance includes routine power washing and applying a wood sealant on the bulkheads. Golf Course Bridge Notes There are 8 golf cart bridge which cross a lake or wetlands area through the community. The bridges are approximately 18 years old and appear to be in average condition. Overall,there are 13,870 SF of golf cart bridges. The deck boards on the bridges have been preserved by running some pieces of wood along the length of the bridge to act as a guide path. This has cut down the wear on the deck boards and extended their lifespan. We have estimated the replacement cost of the bridges to be $60 per square foot, which would result in a total cost of$832,200. The bridges should have a remaining life of approximately 10-12 years. Paving Notes Asphalt paved roads have a varying expected life from approximately 15 years to 30 years. It is typical to assume an expected life of 20 years in the District. As roads age, this physical condition can be evaluated and the expected remaining life of the roads can be re-evaluated. Small road repairs can be handled from the operating budget. Cedar Hammock CDD has roads in various conditions. The District has taken a segmented approach to replacing roads. Wax Myrtle Run and Cordgrass Way were resurfaced a few years ago. Cedar Hammock Circle and part of Sawgrass Way will be resurfaced in the next month and the work will be complete before the next fiscal year. We project the remaining roads will be resurfaced in the following schedule: Sawgrass Way and Buttonwood Circle in 2018-2019, Cedar Hammock Ct in 2019-2020, and Cedar Hammock Blvd in 2020-2021. Friday, August 18,2017 Page 9 of 37 Pages Prepared by Florida Reserve Study and Appraisal Cedar Hammock CDD Funding Study Summary-Continued Pond Banks Notes Drainage ponds require routine and non-routine maintenance. Routine maintenance includes mowing debris removal and catch basin cleaning. Mowing on a regular basis enhances the aesthetics of the area as well as helping to prevent erosion. Proper mowing of the banks helps the ground cover maintain a healthy root system, which minimizes erosion. Trash, debris, and litter removal reduces obstructions to inlets and outlets allow the storm water system to function as designed.Cleaning catch basins is also considered routine maintenance. For the purpose of this reserve study,the cost of routine maintenance is not a reserve item. Non-routine maintenance is a reserve item. Non-routine maintenance includes bank erosion and stabilization, sediment removal, and structural repairs and replacement. From time to time, some of these ponds may encounter erosion of their banks and require repairs.All ponds react differently due to original construction, slope of the bank, soil or environmental conditions, and other factors. In Cedar Hammock, there are 19 retention ponds for stormwater drainage. These ponds are estimated to have 44,133 linear feet of shoreline area and 73.6 acres of total area. During the site inspection,we observed most shorelines in good condition and a few spots of minor erosion. It is not likely that all of the shoreline area will erode and need to be replaced. We have estimated that approximately 5 percent of the shoreline will erode and need refurbishment over a 5 year period. An erosion control reserve for repair of ponds is necessary for the proper upkeep in the District. This number can be adjusted in future reserve planning if necessary. Sidewalk Notes Most of the sidewalk has an indefinite life. However,certain small sections may need maintenance or to be replaced due to problems such as tree roots uprooting the sidewalk. It is our estimate that 5 percent of the cost new of the sidewalk be set aside over a 5-year period to reserve for these repairs. There is approximately 136,100 SF of sidewalk on the District grounds. The estimated replacement cost new is approximately $680,500, which would result in a sidewalk repair reserve of$34,000 over a 5-year period. Statement of Qualifications Paul Gallizzi and Steven Swartz are professionals in the business of preparing reserve studies and insurance appraisals for community associations. We have provided detailed analysis of over 300,000 apartment, villa, townhome, and condominium units. We have prepared insurance appraisals and reserve studies for all types of community associations including high rise condominiums, mid-rise condominiums, garden-style condominiums, townhouse developments, single family homeowners associations, etc. We both hold engineering degrees from fully accredited universities. Paul Gallizzi is a State Certified General Real Estate Appraiser License Number RZ 110 and a State Certified General Contractor License Number CGC 019465. Steven Swartz is a designated Reserve Specialist, RS No.214, from the Community Associations Institute as well as a State Certified General Real Estate Appraiser License Number RZ 3479. Conflict of Interest As the preparers of this reserve study, we certify that we do not have any vested interests,financial interests, or other interests that would cause a conflict of interest in the preparation of this reserve study. Friday, August 18,2017 Page 10 of 37 Prepared by Florida Reserve Study and Appraisal Cedar Hammock CDD Funding Study Summary-Continued We would like to thank Cedar Hammock CDD for the opportunity to be of service in the preparation of the attached Funding Study. Again,please feel free to write or call at our letterhead address, if you have any questions. Prepared by: Paul Gallizzi Steven M.Swartz,RS Enclosures: 6 Pages of Photographs Attached Friday, August 18,2017 Page 11 of 37 Prepared by Florida Reserve Study and Appraisal Cedar Hammock CDD Funding Study Summary-Continued #' 4. 6642t014 mom. . \ or Si1 ''� .> v :14 y am. Kai�. 1 e ,8: # p{gs' .,/ it as ,; ,v,, Pier Pier ill I III ta v ' ,b it ,w' ... s`..� Y � M „,jai } a{A` -;,--,,,:•,-,,,,-pz:,--.„,-,,.: „. ,-, ,,,,a,„,-4,---,-.' "',--.7. ..40141‘t-- -* 1*,x'-• is ice , - ,- 3 Cart Bridge Hole 4 Cart Bridge Hole 4 � ,,',„ . S � • +Ixs , Cart Bridge Hole S ! Cart Bridge Hole 10 Friday, August 18,2017 Page 12 of 37 Prepared by Florida Reserve Study and Appraisal Cedar Hammock CDD Funding Study Summary-Continued 1.7,.... *-, '' Tr � � .' it to ., „, ,, 6. 't„ N 3 ' tt 1 Cart Bridge Hole 18 Irrigation Pumphouse 1 /1-, s !+ ,-", r., .� mak,... 1 ore. os oil x Irrigation Pumps Irrigation Well Sy y �� t • n., s ji --- Main Entrance Main Entrance Barrier Arm Friday, August 18,2017 Page 13 of 37 Prepared by Florida Reserve Study and Appraisal Cedar Hammock CUD Funding Study Summary-Continued Y a '. - e •e... y�`+,,�,'.. of` - �. ' %F , °� ' �' Main Entrance Beam Scanner Guardhouse H VAC f•4• ern� � >� vJ�� Pond Fountain Typical Pond 3,1 • rYR..S�hif� 3!5� �''�2�Y fir. .. �. Bulkhead Hole 16 Bulkhead Hole 17 Friday, August 18,2017 Page 14 of 37 1 Prepared by FloriCDDdaFunResedingrveStudy Stuand Cedar Hammock Summarydy Appraisal-Continued rid , x„%!!' !gy t (-•s--;--t.-ate: asha'f r;y ,.!1/0 ---.�.•- _'�',"`"°,r" '_ry s. ".•�*xi . 1 $ ' fir, 3+ }yi p ` i ,, h A. ”,f' s 4,4 - 54 Bulkhead Hole 4 Bulkhead Hole 5 ; 5 k �' � E. yy • ----01,1rtill" Mil w r �€ �� w_ m„4" RearRear Entrance Entrance �k T 00 it!, _.,..,„,a 431 ' ° ........ . ... a .,4„„.a .4.414..,,,,x4 _ ,-..,,,,,,,-,,,i,', . ,,, ray' ', ....>£"�{. '..0'+ ,° is'°wzs a„' ma• ,240' ''''' ''''''4 ',"`'!,."-:,4:7'' 10' *"' ,i,r,`--,-t'-'4"A Rear Entrance Beam Scanner Rear Entrance Entry Monument Friday, August 18,2017 Page 15 of 37 Prepared by Florida Reserve Study and Appraisal Cedar Hammock CDD Funding Study Summary-Continued s rs 40000'" il, ,,:.4°' yM ia..i , wa.., J4p'' ► .)**.ya��• n' R s Rear Entrance Aluminum Fencing Stormwater Drainage Mitered End Section 11� kis . f.t,. 41 y -=&-.4.:-':',..' . r a -,'. t ).2 a Stormwater Drainage Curb Inlet Paving,Cedar Hammock Circle 11111111 , r --4 .,� � .; Paving,Sawgrass Way Paving,Wax Myrtle Run Friday, August 18,2017 Page 16 of 37 Prepared by Florida Reserve Study and Appraisal Cedar Hammock CDD Funding Study Summary-Continued Wirr-Ni . 4. �� :- _ ' , a `�.,�-,,�, rd - " ,�yr y ; " 1 ' 17-" 1t'' j 4 " 7� `S _k t t r„ r�„f:- i.,,4,,,',...,:',,,,,„;,K r�"4'" r �� tit ,to v f .:, E ., `, 3 . 'z,� 5 V.:� i` .1� i�3.mi '�'?�?.w "�,�.x ;'tk� ',';;-2;'-'� ,.a �Wty,c Paving,Cordgrass Way Paving,Buttonwood Way ' �.^ . �, _4 ';'‘4.: sr• ,0 i4r a ; , ^+„ ANel/ j r s • atrr ` " �w r z ,` jate : b �, � � 5s • 4sx,-�a 4 �"a2 fi' l .1w�i ,� tit ia s 3 ,y a/.a ....n•..,9z ,.,.. .>.'_..F.ca..._.r Paving,Cedar Hammock Ct Paving,Cedar Hammock Blvd ilirlir ' '" u k Sidewalks Friday, August 18,2017 Page 17 of 37 I Prepared by Florida Reserve Study and Appraisal Cedar Hammock CDD Reserve Study Expense Item Summary Current Expected First Estimated Repeating Reserve Items Cost When Life When Replacement New Remaining Life New Cost Item? Grounds Pier Deck Boards and Railings $23,563 13 Years 15 Years $33,425 Yes Pier Frame and Pilings $9,750 13 Years 30 Years $13,831 Yes Pier Repair Allowance $1,625 6 Years 8 Years $1,935 I Yes Cart Bridges Deck Boards $485,450 11 Years 30 Years $655,084 Yes Cart Bridges Frame and $346,750 11 Years 30 Years $467,917 Yes Pilings Cart Bridges Repair Allowance $41,610 3 Years 5 Years $45,981 Yes Irrigation and Pumps Irrigation System Modernization and Repairs $40,E 8 Years 25 Years $50,081 Yes (1)Well Pumps Phase 1 $12,000 2 Years 8 Years $12,934 Yes (2)Well Pumps Phase 2 $12,000 7 Years 8 Years $14,654 Yes Pumphouse Tile Roof $9,920 11 Years 30 Years $13,386 Yes PumphouseMetalRoof $1,365 11 Years 30 Years $1,842 Yes Main Entrance Barrier Arms and Operators $12,000 2 Years 15 Years $12,934 Yes Entry Monuments Refurbishment $12,000 15 Years 20 Years $17,894 Yes Guardhouse Security Camera System $6,000 2 Years 10 Years $6,467 Yes Guardhouse Tile Roof $20,232 11 Years 30 Years $27,302 Yes BAI Beam Scanner $7,000 10 Years 15 Years $9,213 Yes Guardhouse Exterior Paint $2,720 6 Years 8 Years $3,240 Yes Guardhouse Interior Paint $1,330 6 Years 8 Years $1,584 Yes Guardhouse HVAC 2.0 $3,000 0 Years 12Years $3,076 Yes Tons Ponds Pond Banks Erosion Control $110,300 4 Years 5 Years $124,970 Yes Bulkhead Replacement $644,080 0 Years 25 Years $660,368 Yes Hole 5 Bulkhead Replacement Hole 4 $517,090 1 Years 25 Year $543,573 Yes Bulkhead Replacement Hole 16 $185,256 2 Years 10 Years $199,669 Yes Bulkhead Replacement $156,870 3 Years 15 Years $173,350 Yes Hole 17 Friday, August 18,2017 Page 18 of 37 Prepared by Florida Reserve Study and Appraisal Cedar Hammock CDD Funding Study Expense Item Summary-Continued Current Expected First Estimated Repeating Reserve Items Cost When Life When Replacement New Remaining Life New Cost Item? Bulkhead Replacement Holes2,8,13,Putting $179,114 5 Years 25 Years $208,068 Yes Green,Driving Range Rear Entrance Barrier Arms and Operators $4,000 2 Years 15 Years $4,311 Yes Gate Operators Original $8,000 0 Years 15 Years $8,202 Yes Gate Operators Replaced $8,000 13 Years 15 Years $11,348 Yes Gates $14,000 6 Ycars 25 Ycars $16,674 Yes BAI Beam Scanner $7,000 5 Years 15 Years $8,132 Yes Entry Monument Refurbishment $4,000 8 Years 20 Years $5,008 Yes Aluminum Fence 4' $13,860 6 Years 25 Years $16,508 Yes Stormwater Drainage StormwaterDrainage $39,000 4 Years 5 Years $44,187 Yes Repair Allowance Streets and Sidewalks Paving 1.5 Inch Mill and Overlay CH Cir and $206,658 20 Years 20 Years $349,156 Yes Sawgrass West Paving 1.5 Inch Mill and Overlay Wax Myrtle and $91,354 17 Years 20 Years $143,204 Yes Cordgrass Paving 1.5 Inch Mill and Overlay Sawgrass East and $102,377 2 Ycars 20 Years $110,342 Yes Buttonwood Paving 1.5 Inch Mill and $45,792 3 Years 20 Years $50,603 Yes Overlay CH Ct Paving 1.5 Inch Mill and Overlay CH Blvd $227,880 4 Years 20 Years $258,188 Yes Pavers on Cedar Hammock Blvd $73,500 11 Years 30 Years $99,184 Yes Sidewalk Repair Allowance $34,000 4 Years 5 Years $38,522 Yes Expected annual inflation:2.50% Interest earned an reserve funds:1.00% Initial Reserve:$637,286 Reserve ItemC4mmeats (I)Wells 1 and 2 (2)Wells 4 and 6 Friday, August 18,2017 Page 19 of 37 Prepared by Florida Reserve Study and Appraisal Cedar Hammock CDD Reserve Study Expense Item Listing Expected Current Estimated Life Fiscal Estimated Reserve Items Unit Cost No Units Cost When Remaining Calendar When Future Cost New Life New Year Grounds Pier Deck 13 Years 2031 $33,425 Boards and $72.50/sf 325 sf $23,563 15 Years 2046 $48,614 Railings 15 Years 2061 $70,705 Pier Frame and 13 Years 2031 $13,831 $30.00/sf 325 sf $9,750 30 Years Pilings 30 Years 2061 $29,257 6 Years 2024 $1,935 Pier Repair 2032 $2,363 Allowance $5.00/sf 325 sf $1,625 8 Years 8 Years 2040 $2,886 2048 $3,524 Cart Bridges 11 Years 2029 $655,084 Deck Boards $35.00/sf 13870 sf $485,450 30 Years 30 Years 2059 $1,385,732 Cart Bridges 11 Years 2029 $467,917 Frame and $25.00/sf 13870 sf $346,750 30 Years Pilings 30 Years 2059 $989,809 3 Years 2021 $45,981 2026 $52,097 Cart Bridges 2031 $59,026 Repair $3.00/sf 13870 sf $41,610 5 Years 2036 $66,876 Allowance 5 Years 2041 $75,7711 2046 $85,8491 2051 $97,267 Irrigation and Pumps Irrigation 8 Years 2026 $50,081 System Modernization $40,000/total 1 total $40,000 25 Years 25 Years 2051 $93,503 and Repairs 2 Years 2020 $12,934 2028 $15,794 Well Pumps $6,000 ea 2 $12,000 8 Years 2036 $19,287 ,Phase 1 8 Years 1 2044 $23,552 2052 $28,760 Well Pumps $6,000 ea 2 $12,000 7 Years 8 Years 2025 $14,654 Friday, August 18,2017 Page 20 of 37 Pages Prepared by Florida Reserve Study and Appraisal Cedar Hammock CDD Reserve Study Expense Item Listing- Continued Expected Current Estimated Fiscal Life Estimated Reserve Items Unit Cost No Units Cost When Remaining Calendar When Future Cost New Life New Year 2033 $17,894 Well Pumps Phase 2 $6,000 ea 2 $12,000 8 Years 8 Years 2041 $21,852 2049 $26,684 Pumphouse 11 Years 2029 $13,386 Tile Roof $ 10.00/sf 992 sf $9,920 30 Years 30 Years 2059 $28,317 Pumphouse 11 Years 2029 $1,842 Metal Roof $7.00/sf 195 sf $1,365 30 Years 30 Years 2059 $3,896 Main Entrance 2 Years 2020 $12,934 Barrier Arms and Operators $4,000 ea 3 $12,000 15 Years 2035 $18,811 15 Years 2050 $27,359 Entry 15 Years 2033 $17,894 Monuments $6,000 ea 2 $12,000 20 Years Refurbishment 20 Years 2053 $29,488 2 Years 2020 $6,467 Guardhouse 1 2030 $8,301 Security $6,000 ea 1 $6,000 10 Years CameraSystem 10 Years 2040 $10,656 2050 $13,680 Guardhouse 11 Years 2029 $27,302 Tile Roof $12.00/sf 1686 sf $20,232 30 Years 30 Years 2059 $57,753 10 Years 2028 $9,213 BAI Beam Scanner $7,000 ea 1 $7,000 15 Years 2043 $13,400 15 Years 2058 $19,489 6 Years 2024 $3,240 Guardhouse ; 2032 $3,956 Exterior Paint $1.00/sf 2720 sf $2,720 8 Years 8 Years 2040 $4,831 2048 $5,899 6 Years 2024 $1,584 Guardhouse 2032 $1,934 $1.00/sf 1330 sf $1,330 8 Years Interior Paint 8 Years 2040 $2,362 2048 $2,885 Friday, August 18,2017 Page 21 of 37 Pages Prepared by Florida Reserve Study and Appraisal Cedar Hammock CDD Reserve Study Expense Item Listing-Continued Expected Current Estimated Fiscal Life Estimated Reserve Items Unit Cost No Units Cost When Remaining Calendar When Future Cost New Life New Year 0 Years 2018 $3,076 Guardhouse 2030 $4,151 HVAC 2.0 $3,000 ea 1 $3,000 12 Years Tons 12 Years 2042 $5,601 2054 $7,558 Ponds 4 Years 2022 $124,970 2027 $141,591 Pond Banks 2032 $160,423 Erosion Control $110,300/total 1 total $110,300 5 Years 5 Years 2037 $181,759 2042 $205,934 2047 $233,323 Bulkhead 0 Years 2018 $660,368 Replacement $83.00/sf 7760 sf $644,080 25 Years 2043 $1,232,928 Hole 5 25 Years 2068 $2,301,915 Bulkhead 1 Year 2019 $543,573 Replacement $83.00/sf 6230 sf $517,090 25 Years 2044 $1,014,869 Hole25 Year 4 2069 $1,894,793 2 Years 2020 $199,669 Bulkhead 2030 $256,313 Replacement $83.00/sf 2232 sf $185,256 10 Years Hole 16 10 Years 2040 $329,027 2050 $422,369 Bulkhead 3 Years 2021 $173,350 Replacement $83.00/sf 1890 sf $156,870 15 Years 2036 $252,125 Hole15 Years 17 2051 $366,696 Bulkhead Replacement 5 Years 2023 $208,068 Holes $83.00/sf 2158 sf $179,114 25 Years 2,8,13,Putting Green,Driving 25 Years 2048 $388,470 Range Friday, August 18,2017 Page 22 of 37 Pages Prepared by Florida Reserve Study and Appraisal Cedar Hammock CDD Reserve Study Expense Item Listing-Continued Current Estimated Expected Fiscal Life Estimated Reserve Items Unit Cost No Units Cost When Remaining Calendar When Future Cost New Life New Year Rear Entrance 2 Years 2020 $4,311 Barrier Arms $4,000 ea 1 $4,000 15 Years 2035 $6,270 and Operators 15 Years 2050 $9,120 0 Years 2018 $8,202 Gate Operators Original $4,000 ea 2 $8,000 15 Years 2033 $11,930 15 Years 2048 $17,351 13 Years 2031 $11,348 Gate Operators Replaced $4,000 ea 2 $8,000 , 15 Years 2046 $16,505 15 Years 2061 $24,006 I 6 Years 2024 $16,674 Gates $3,500 ea 4 $14,000 25 Years 25 Years 2049 $31,132 5 Years 2023 $8,132 BAI Beam Scanner $7,000 ea 1 $7,000 15 Years 2038 $11,827 15 Years 2053 $17,201 Entry 8 Years 2026 $5,008 Monument $4,000 ea 1 I $4,000 20 Years 2046 $8,253 Refurbishment 20 Years 2066 $13,599 Aluminum 6 Years 2024 $16,508 $35.00/if 3961f $13,860 25 Years Fence 4' 25 Years 2049 $30,820 Stormwater Drainage 4 Years 2022 $44,187 2027 $50,064 Stormwater Drainage 2032 $56,723 Repair $39,000/total 1 total $39,000 5 Years p 5 Years 2037 $64,267 Allowance 2042 $72,814 2047 $82,499 Streets and Sidewalks Paving 1.5 Inch Mill and $1.20/sf 172215 sf $206,658 20 Years 20 Years 2038 $349,156 I Friday, August 18,2017 Page 23 of 37 Pages Prepared by Florida Reserve Study and Appraisal Cedar Hammock CDD Reserve Study Expense Item Listing-Continued Expected Current Estimated Life Fiscal Estimated Reserve Items Unit Cost No Units Cost When Remaining Calendar When Future Cost New Life New Year Paving 1.5 Inch Mill and $ 1.20/sf 172215 sf $206,658 20 Years 20 Years 2058 $575,362 Paving 1.5 Inch Mill and 17 Years 2035 $143,204 Overlay Wax $1.20/sf 76128 sf $91,354 20 Years Myrtle and 20 Years 2055 $235,981 Cordgrass Paving 1.5 Inch 2 Years 2020 $110,342 Mill and Overlay $1.20/sf 85314 sf $102,377 20 Years 2040 $181,828 Sawgrass East and 20 Years Buttonwood 2060 $299,628 Paving 1.5 Inch 3 Years 2021 $50,603 Mill and $1.20/sf 38160 sf $45,792 20 Years 2041 $83,386 Overlay CH Ct 20 Years 2061 $137,409 Paving 1.5 Inch 4 Years 2022 $258,188 Mill and $ 1.20/sf 189900 sf $227,880 20 Years 2042 $425,459 Overlay CH 20 Years Blvd 2062 $701,099 Pavers on 11 Years 2029 $99,184 Cedar $5.00/sf 14700 sf $73,500 30 Years Hammock Blvd 30 Years 2059 $209,808 4 Years 2022 $38,522 2027 $43,646 Sidewalk 2032 $49,450 Repair $34,000/total 1 total $34,000 5 Years Allowance 5 Years 2037 $56,027 2042 $63,479 2047 $71,922 Expected annual inflation:2.50% Interest earned on reserve funds:1.00% Initial Reserve:$637,286 Friday, August 18,2017 Page 24 of 37 Pages Present Costs Category Item Name No Units Unit Cost Present Cost Pier Deck Boards and Railings 325 sf $72.50/sf $23,562.50 Pier Frame and Pilings 325 sf $30.00/sf $9,750.00 Pier Repair Allowance 325 sf $5.00/sf $1,625.00 Grounds Cart Bridges Deck Boards 13870 sf $35.00/sf $485,450.00 Cart Bridges Frame and Pilings 13870 sf $25.00/sf $346,750.00 Cart Bridges Repair Allowance 13870 sf $3.00/sf $41,610.00 Grounds Sub Total= $908,747.50 Irrigation System Modernization 1 total $40,000.00/total $40,000.00 and Repairs Well Pumps Phase 1 2 $6,000.00 ea $12,000.00 Irrigation and Pumps Well Pumps Phase 2 2 $6,000.00 ea $12,000.00 Pumphouse Tile Roof 992 sf $10.00/sf $9,920.00 Pumphouse Metal Roof 195 sf $7.00/sf $1,365.00 Irrigation and Pumps Sub Total= $75,285.00 Barrier Arms and Operators 3 $4,000.00 ea $12,000.00 Entry Monuments Refurbishment 2 $6,000.00 ea $12,000.00 Guardhouse Security Camera 1 $6,000.00 ea $6,000.00 i System Main Entrance Guardhouse Tile Roof 1686 sf $12.00/sf $20,232.00 BAI Beam Scanner 1 $7,000.00 ea $7,000.00 Guardhouse Exterior Paint 2720 sf $1.00/sf $2,720.00 Guardhouse Interior Paint 1330 sf $1.00/sf $1,330.00 Guardhouse HVAC 2.0 Tons 1 $3,000.00 ea $3,000.00 Main Entrance Sub Total= $64,282.00 Pond Banks Erosion Control 1 total $110,300.00/total $110,300.00 Bulkhead Replacement Hole 5 7760 sf $83.00/sf $644,080.00 Bulkhead Replacement Hole 4 6230 sf $83.00/sf $517,090.00 Ponds Bulkhead Replacement Hole 16 2232 sf $83.00/sf $185,256.00 Bulkhead Replacement Hole 17 1890 sf $83.00/sf $156,870.00 Bulkhead Replacement Holes 2,8,13,Putting Green,Driving 2158 sf $83.00/sf $179,114.00 Range Ponds Sub Total= $1,792,710.00 Barrier Arms and Operators 1 $4,000.00 ea $4,000.00 Rear Entrance Gate Operators Original 2 $4,000.00 ea $8,000.00 Gate Operators Replaced 2 $4,000.00 ea $8,000.00 Friday, August 18,2017 Page 25 of 37 Pages Prepared by Florida Reserve Study and Appraisal Present Costs-Continued Category Item Name No Units Unit Cost Present Cost Rear Entrance Gates 4 $3,500.00 ea $14,000.00 BAI Beam Scanner 1 $7,000.00 ea $7,000.00 Entry Monument Refurbishment 1 $4,000.00 ea $4,000.00 Aluminum Fence 4' 3961f $35.00/if; $13,860.00 Rear Entrance Sub Total= $58,860.00 Stormwater Drainage Repair Stormwater Drainage Allowance 1 total $39,000.00/total $39,000.00 Paving 1.5 Inch Mill and Overlay 172215 sf $1.20/sf $206,658.00 CH Cir and Sawgrass West Paving 1.5 Inch Mill and Overlay 76128 sf $1.20/sf $91,353.60 Wax Myrtle and Cordgrass Paving 1.5 Inch Mill and Overlay 85314 sf $1.20/sf $102,376.80 Sawgrass East and Buttonwood Streets and Sidewalks Paving 1.5 Inch Mill and Overlay 38160 sf $1.20/sf $45,792,00 CH Ct Paving 1.5 Inch Mill and Overlay 189900 sf $1.20/sf $227,880.00 CH Blvd Pavers on Cedar Hammock Blvd 14700 sf $5.00/sf $73,500.00 Sidewalk Repair Allowance 1 total $34,000.00/total $34,000.00 Streets and Sidewalks Sub Total= $781,560.40 Totals= $3,720,4.44.90 Friday, August 18,2017 Page 26 of 37 Pages Prepared by Florida Reserve Study and Appraisal Cedar Hammock CDD Funding Study Modified Cash Flow Analysis Fiscal Annual Annual Annual Net Reserve Calendar Assessment Interest Expenses Funds %Funded Year 2018 $312,300 $7,808 $671,646 $285,748 10.3% 2019 $320,108 $4,329 $543,573 $66,611 2.8% 2020 $328,110 $2,174 $346,656 $50,240 2.4% 2021 $336,313 $2,048 $269,934 $118,667 6.0% 2022 $344,721 $2,771 $465,867 $291 0.0% 2023 $353,339 $1,627 $216,200 $139,058 7.8% 2024 $358,993 $3,041 $39,941 $461,150 24.9% 2025 $364,737 $6,288 $14,654 $817,521 38.8% 2026 $370,573 $9,878 $107,186 $1,090,785 45.4% 2027 $376,502 $12,638 $235,301 $1,244,625 47.6% 2028 $382,526 $14,204 $25,007 $1,616,348 59.7% 2029 $388,646 $17,950 $1,264,716 $758,228 25.1% 2030 $394,864 $9,397 $268,765 $893,724 42.8% 2031 $401,182 $10,781 $117,630 $1,188,058 55.1% 2032 $407,601 $13,754 $274,850 $1,334,563 55.9% 2033 $414,123 $15,249 $47,719 $1,716,216 69.4% 2034 $420,749 $19,096 $2,156,061 77.0% 2035 $427,481 $23,525 $168,285 $2,438,782 76.4% 2036 $434;320 $26,384 $338,288 $2,561,199 74.7% 2037 $441,270 $27,640 $302,053 $2,728,055 77.8% 2038 $448,330 $29,341 $360,983 $2,844,743 78.3% 2039 $455,503 $30,541 $3,330,787 89.8% 2040 $462,791 $35,435 $531,591 $3,297,422 79.1% 2041 $470,196 $35,135 $181,009 $3,621,744 88.3% 2042 $477,719 $38,413 $773,287 $3,364,589 76.4% 2043 $485,363 $35,877 $1,246,327 $2,639,501 64.1% 2044 $493,128 $28,661 I $1,038,421 $2,122,870 63.4% 2045 $501,018 $23,531 $2,647,420 95.2% 2046 $509,035 $28,814 $159,220 $3,026,048 92.4% 2047 $517,179 $32,637 $387,743 $3,188,121 87.9% 2048 $525,454 $34,296 $418,129 $3,329,742 90.3% Totals: $12,924,174 $583,265 $10,814,983 1 Cash Reserves minus Fully Funded Value The cash distribution shown in this table applies to repair and replacement cash reserves only. Basis of Funding Study-Modified Cash Flow Cash reserves have been set to a minimum of$0 Cash Flow has been modified with the forced Fixed Payments. Inflation=2.50% Interest=1.00% Study Life=30 years Initial Reserve Funds=$637,286.00 Final Reserve Value=$3,329,742.24 Friday, August 18,2017 Page 27 of 37 Pages Prepared by Florida Reserve Study and Appraisal Cedar Hammock CDD Modified Reserve Assessment Summary Projected Assessment by Fiscal Calendar Year Fiscal Owner Total Calendar Annual Annual Reserve Year Assessment Assessment 2018 $390.86 $312,300 2019 $400.64 $320,108 2020 $410.65 $328,110 2021 $420.92 $336,313 2022 $431.44 $344,721 2023 $442.23 $353,339 2024 $449.30 $358,993 2025 $456.49 $364,737 2026 $463.80 $370,573 2027 $471.22 $376,502 2028 $478.76 $382,526 2029 $486.42 $388,646 2030 $494.20 $394,864 2031 $502.11 $401,182 2032 $510.14 $407,601 2033 $518.30 $414,123 2034 $526.59 $420,749 2035 $535.02 $427,481 2036 $543.58 $434,320 2037 $552.28 $441,270 2038 $561.11 $448,330 2039 $570.09 $455,503 2040 $579.21 $462,791 2041 $588.48 $470,196 2042 $597.90 $477,719 2043 $607.46 $485,363 2044 $617.18 $493,128 2045 $627.06 $501,018 2046 $637.09 $509,035 2047 $647.28 $517,179 2048 $657.64 $525,454 Assessment Summary has been modified with forced Fixed Payments. In the context of the Reserve Payment Summary,the"Annual Reserve Payment"corresponds with the "Annual Revenue"in the Cash Flow report. Operations Payments Include an annual inflation factor of 2.50% Number of Years of Constant Payments:1 No of Assessed Owners:799 Friday, August 18,2017 Page 28 of 37 Pages § | ■ - 2 . 2 S. - S. a S. � k_ k § § A § t , _ _ - , - N ` ,, § 5 ■ - Q § ) ) 7 i t . ; _ . % si r4 ` \ ' ., . _ . Q ■ .... ] \ f / ' 61 _ _ B ....2 - ) « , , , Q. ■ k k 2 2 ■ - - m / 1 I Z.- a_ | ■ • . ! R ) / k $ ( 2 } k 1 { ` m 4 | , , | | . . 0 } J K | § § £ r ; ; ) a k k m § E. 2 2 - - - - - 4 q — § 2 « .s § E t \ o) it.Q . K ` ) S. 5 5q _ § et . U 2 k 7 t 5= . R \ ■ N. \ f 2 ) ` / t . , — $ ° ` ° I ! 1 | I f $ ! / 7 k k ) / f / & m k ) f ƒ i. LI be I !rI4 ! J ! ! ! 3 A 3 I ! IiI1ii ! ! § ! ] | k k� % Li \ k ; = a -- rt \ \ \ % _ a t 3 _ § f $ . t ; v a § § ■ , \_ � , , , � m \ ® `$ » k/ . - .i "A° 7 2 k . . . ] , ■ ° " k Q f \ . 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Cn Z. \ \ f \ E � � Z. ; a \ m % } \ ( § ® i' " - © § 7 i e N% k - $ § % \ ! --- } I \ k , | \ I 2 \ \ \ I — 1 2 | ! ) co % ■ 3 . . . . . . . . . . R k # ( | - \ j Z w % i 4 7 4 2 , i i ) 4 ! % i \ k \ k \ k$ §; , } r a ] } I } i i ) 1 k \ ki k1 k) \ ! k \ i \ ) j \ \ k) 16 \} \ 1 ` 16 \ j f .. ƒ§ it Florida Reserve Study and Appraisal,Inc. 12407 N.Florida Avenue Tampa,FL 33612 Phone:813.932.1588 Fax:813.388.4189 www.reservestudyfl.com August 18,2017. Expense Summary by Year Year Category Item Name Expense Main Entrance Guardhouse HVAC 2.0 Tons $3,076 FY 2018 Ponds Bulkhead Replacement Hole 5 $660,368 Rear Entrance Gate Operators Original $8,202 FY 2018 Annual Expense Total=$671,646 FY 2019 Ponds Bulkhead Replacement Hole 4 $543,573 Annual Expense Total=$543,573 Irrigation and Pumps Well Pumps Phase 1 $12,934 Barrier Arms and Operators $12,934 Main Entrance Guardhouse Security Camera System $6,467 Main Entrance Subtotal=$19,401.00 FY 2020 Ponds Bulkhead Replacement Hole 16 $199,669 Rear Entrance Barrier Arms and Operators $4,311 Streets and Sidewalks Paving 1.5 Inch Mill and Overlay Sawgrass East and $110,342 Buttonwood FY 2020 Annual Expense Total=$346,657 Grounds Cart Bridges Repair Allowance $45,981 FY 2021 Ponds Bulkhead Replacement Hole 17 $173,350 Streets and Sidewalks Paving 1.5 Inch Mill and Overlay CH Ct $50,603 FY 2021 Annual Expense Total=$269,934 Ponds Pond Banks Erosion Control $124,970 Stormwater Drainage Stormwater Drainage Repair Allowance $44,187 FY 2022 Paving 1.5 Inch Mill and Overlay CH Blvd $258,188 Streets and Sidewalks - - Sidewalk Repair Allowance $38,522 Streets and Sidewalks Subtotal=$296,710.00 FY 2022 Annual Expense Total=$465,867 Ponds Bulkhead Replacement Holes 2,8,13,Putting Green, $208,068 FY 2023 Driving Range Rear Entrance BAI Beam Scanner $8,132 Friday, August 18,2017 - Page 33 of 37 Pages Prepared by Florida Reserve Studyand Appraisal Year Category Item Name Expense FY 2023 Annual Expense Total=$216,200 Grounds Pier Repair Allowance $1,935 Guardhouse Exterior Paint $3,240 Main Entrance Guardhouse Interior Paint $1,584 FY 2024 Main Entrance Subtotal=$4,824.00 Gates $16,674 Rear Entrance Aluminum Fence 4' $16,508 Rear Entrance Subtotal=$33,182.00 FY 2024 Annual Expense Total=$39,941 FY 2025 Irrigation and Pumps Well Pumps Phase 2 $14,654 Annual Expense Total=$14,654 Grounds Cart Bridges Repair Allowance $52,097 FY 2026 Irrigation and Pumps Irrigation System Modernization and Repairs $50,081 Rear Entrance Entry Monument Refurbishment $5,008 FY 2026 Annual Expense Total=$107,186 Ponds Pond Banks Erosion Control $141,591 FY 2027 Stormwater Drainage Stormwater Drainage Repair Allowance $50,064 Streets and Sidewalks Sidewalk Repair Allowance $43,646 FY 2027 Annual Expense Total=$235,301 Irrigation and Pumps Well Pumps Phase t $15,794 FY 2028 Main Entrance BAI Beam Scanner $9,213 FY 2028 Annual Expense Total=$25,007 Cart Bridges Deck Boards $655,084 Grounds Cart Bridges Frame and Pilings $467,917 Grounds Subtotal=$1,123,001.00 Pumphouse Tile Roof $13,386 FY 2029 Irrigation and Pumps Pumphouse Metal Roof $1,842 Irrigation and Pumps Subtotal=$15,228.00 Main Entrance Guardhouse Tile Roof $27,302 Streets and Sidewalks Pavers on Cedar Hammock Blvd $99,184 FY 2029 Annual Expense Total=$1,264,715 Guardhouse Security Camera System $8,301 Main Entrance FY 2030 Guardhouse HVAC 2.0 Tons $4,151 Main Entrance Subtotal=$12,452.00 Friday, August 18,2017 Page 34 of 37 Pages Prepared by Florida Reserve Study and Appraisal Year Category Item Name Expense FY 2030 Ponds Bulkhead Replacement Hole 16 $256,313 Annual Expense Total=$268,765 Pier Deck Boards and Railings $33,425 Grounds Pier Frame and Pilings $13,831 FY 2031 Cart Bridges Repair Allowance $59,026 Grounds Subtotal=$106,282.00 Rear Entrance I Gate Operators Replaced $11,348 Annual Expense Total=$117,630 Grounds Pier Repair Allowance $2,363 Guardhouse Exterior Paint $3,956 Main Entrance Guardhouse Interior Paint $1,934 FY 2032 Main Entrance Subtotal=$5,890.00 Ponds Pond Banks Erosion Control $160,423 Stormwater Drainage Stormwater Drainage Repair Allowance $56,723 Streets and Sidewalks Sidewalk Repair Allowance $49,450 FY 2032 Annual Expense Total=$274,849 Irrigation and Pumps Well Pumps Phase 2 $17,894 FY 2033 Main Entrance Entry Monuments Refurbishment $17,894 Rear Entrance Gate Operators Original $11,930 FY 2033 Annual Expense Total=$47,718 Main Entrance Barrier Arms and Operators $18,811 FY 2035 Rear Entrance Barrier Arms and Operators $6,270 Streets and Sidewalks Paving 1.5 Inch Mill and Overlay Wax Myrtle and $143,204 Cordgrass FY 2035 Annual Expense Total=$168,285 Grounds Cart Bridges Repair Allowance $66,876 FY 2036 Irrigation and Pumps Well Pumps Phase 1 $19,287 Ponds Bulkhead Replacement Hole 17 $252,125 FY 2036 Annual Expense Total=$338,288 Ponds Pond Banks Erosion Control $181,759 FY 2037 Stormwater Drainage Stormwater Drainage Repair Allowance $64,267 Streets and Sidewalks Sidewalk Repair Allowance $56,027 FY 2037 Annual Expense Total=$302,053 FY 2038 Rear Entrance BAI Beam Scanner I $11,827 Friday, August 18,2017 Page 35 of 37 Pages Prepared by Florida Reserve Study and Appraisal Year Category Item Name Expense FY 2038 Streets and Sidewalks Paving 1.5 Inch Mill and Overlay CH Cir and Sawgrass $349,156 West FY 2038 Annual Expense Total=$360,983 Grounds Pier Repair Allowance $2,886 Guardhouse Security Camera System $10,656 Main Entrance Guardhouse Exterior Paint $4,831 Guardhouse Interior Paint $2,362 FY 2040 Main Entrance Subtotal=$17,849.00 Ponds Bulkhead Replacement Hole 16 $329,027 Streets and Sidewalks Paving 1.5 Inch Mill and Overlay Sawgrass East and $181,828 Buttonwood FY 2040 Annual Expense Total=$531,590 Grounds Cart Bridges Repair Allowance $75,771 FY 2041 Irrigation and Pumps Well Pumps Phase 2 $21,852 Streets and Sidewalks . Paving 1.5 Inch Mill and Overlay CH Ct $83,386 FY 2041 Annual Expense Total=$181,009 Main Entrance Guardhouse HVAC 2.0 Tons $5,601 Ponds Pond Banks Erosion Control $205,934 Stormwater Drainage Stormwater Drainage Repair Allowance $72,814 FY 2042 Paving 1.5 Inch Mill and Overlay CH Blvd $425,459 Streets and Sidewalks Sidewalk Repair Allowance $63,479 Streets and Sidewalks Subtotal=$488,938.00 FY 2042 Annual Expense Total=$773,287 Main Entrance BAI Beam Scanner $13,400 FY 2043 Ponds Bulkhead Replacement Hole 5 $1,232,928 FY 2043 Annual Expense Total=$1,246,328 Irrigation and Pumps Well Pumps Phase 1 $23,552 FY 2044 Ponds Bulkhead Replacement Hole 4 $1,014,869 FY 2044 Annual Expense Total=$1,038,421 Pier Deck Boards and Railings $48,614 Grounds Cart Bridges Repair Allowance $85,849 Grounds Subtotal=$134,463.00 FY 2046 Gate Operators Replaced $16,505 Rear Entrance Entry Monument Refurbishment $8,253 Rear Entrance Subtotal=$24,758.00 FY 2046 Annual Expense Total=$159,221 Friday, August 18,2017 Page 36 of 37 Pages Prepared by Florida Reserve Study and Appraisal Year Category Item Name ( Expense Ponds Pond Banks Erosion Control $233,323 FY 2047 Stormwater Drainage Stormwater Drainage Repair Allowance $82,499 Streets and Sidewalks Sidewalk Repair Allowance $71,922 FY 2047 Annual Expense Total=$387,744 Grounds Pier Repair Allowance $3,524 Guardhouse Exterior Paint $5,899 Main Entrance Guardhouse Interior Paint $2,885 FY 2048 Main Entrance Subtotal=$8,784.00 Ponds Bulkhead Replacement Holes 2,8,13,Putting Green, $388,470 Driving Range Rear Entrance Gate Operators Original $17,351 FY 2048 Annual Expense Total=$418,129 Friday, August 18,2017 Page 37 of 37 Pages June 27, 2017 Prepared for: SEVERN Prepared by: BRIDGING illy SOLUTIONS CEDAR HAMMOCK GOLF & COUNTRY CLUB NAPLES,FLORIDA ROLANDO CORSA, PE BRIDGING SOLUTIONS,LLC 15863 SECOYA RESERVE CIRCLE NAPLES,FLORIDA 34110 •„- , • , •;, Timber Retaining Wall Calculations Timber Retaining Wall Calculations - n 0 0 V Timber Reference Design Values q BRIDGING SOLUTIONS TAB1 TIMBER RETAINING WALL CALCULATIONS BRIDGING SOLUTIONS Note:Work with Banks Engineering survey. Grade Behind Wall Grade in Front of Wall Retain Golf Course Offset Slope Offset Height Slope Hole# Section (FT) EL.1 EL.2 (deg) (FT) EL.1 EL.2 (deg) (FT) SL-1 4.46 13.44 13.01 ` 5.94 6.00 5.33 � � 1 • 4s SL-2 3.85 13.46 13.03 `H. 3.82 6.00 5.57 i" a SL-3 16.86 14.25 13.06 r'''- 3.42 6.00 5.12 .', 51-4 10.43 13.55 13.08 4.40 6.00 3.58 :; SL-5 5.88 13.27 12.96 V 5.35 6.00 3.09 - - - `; SL-6 12.95 14.15 13.077.36 6.00 4.07 SL-7 15.73 15.14 13.07 •' 23.16 6.00 -2.87 'q �.°( °- �1s ` SL-8 12.78 14.25 13.07 3.08 6.00 5.89 -;a SL-9 19.99 14.37 13.08 Lf.tin.440 8.71 6.00 2.47 ::,:i 04,q4q-, SL-10 18.39 14.68 12.98 3.81 6.00 5.91 t €. a 4(Island) SL-11 14.97 15.14 12.92 ';A 4.55 6.00 5.45 SL-12 5.39 13.22 12.92 5.93 6.00 4.96 - ' SL-13 14.41 13.88 12.96 5.56 6.00 5.46 kits u SL-14 11.85 13.78 12.92 ��'�`1 8.45 6.00 4.94 q ' k-, SL-15 9.94 13.78 12.90 ' _42-41, 7.33 6.00 5.14 51-16 5.31 13.33 12.90 6.92 6.00 5.46 51-17 5.38 13.22 12.92 z 3.58 6.00 5.79 .. ...iffriM SL-18 14.41 13.70 12.96 5.94 6.00 5.15 .' SL-19 8.08 13.40 12.92 EN for 12.96 6.00 1.33 : g'.' '• SL-20 12.72 12.71 12.95 9.48 6.00 1.27 SL-21 3.46 12.90 13.01 Ercill15.56 6.00 1.44a>- SL-22 3.02 12.87 13.00 3.82 6.00 4.92 zy a e+. •' ' . -, Avg. 3.70 Avg. 12.56 7.44 Grade Behind Wall Grade in Front of Wall Retain Golf Course Offset Slope Offset Slope Height Hole# Section (FT) EL.1 EL.2 (deg) (FT) EL.1 EL.2 d it ,- SL-23 7.50 12.98 12.95i "; 6.81 6.00 5.34 . .�a SL-24 5.97 13.05 12.93 . 3.63 6.00 5.91tt, SL-25 16.06 13.42 12.93 3.26 6.00 5.63 g ' SL-26 9.63 13.15 12.96 4.79 6.00 5.06 a s Z.4%; . SL-27 6.40 13.04 12.99 tutta 6.14 6.00 5.20 SL-28 12.29 13.11 12.98 a i a: 7.56 6.00 4.81 �:` SL-29 18.35 13.37 13.01 5.19 6.00 5.04 a :, 4(Road) SL-30 7.00 13.22 13.03 19.19 6.00 -0.16t-- -0° , -e SL-31 5.39 13.33 13.04 '.. 3.37 6.00 5.46 �, -,,' A SL-32 5.88 13.26 13.05 g 7-01 3.77 6.00 5,40 a ' , SL-33 7.54 13.39 13.04 7 tt, 3.35 6.00 5.199 '- SL-34 6.22 13.39 13.01 i4orpit. 4.45 6.00 5.21 . ,t A s7 SL-35 4.48 13.22 13.06 tig111 6.31 6.00 5.77 :7 ,, ,„ SL 36ftl - Avg. 1.64 Avg. 8.70 7.31 BRIDGING N impr SOLUTIONS OS Note:Work with Banks Engineering survey. Grade Behind Wall Grade in Front of Wall Retain Height Golf Course Section Offset EL.1 EL.2 Slope Offset EL.1 EL.2 Slope (FT) Hole# (FT) (deg) (FT) (deg) SL-37 7.96 13.27 13.09 1 16.30 5.00 4.41 . e �'' SL-38 7.21 14.59 13,04 4 13.71 5.00 3.58 n 51-39 16.79 16.02 13.03 V , ,4. 12.63 5.00 4.12 ri,c44? SL-40 4.72 13.15 13.014. 7¢. 25.00 5.00 1.00 °£ , _11 SL-41 11.78 13.30 13.04 25.00 5.00 0.47 ;� , ;, 51-42 5.70 12.99 12.88 C 9.64 5.00 2.59 e t it SL-43 6.54 12.82 12.9715.95 5.00 1.19 . 5(Road) ,4iti,v41,„. SL-44 3.78 12.55 13.04 7 20.87 5.00 0.92 a 51-45 4.99 13.08 13.01 a g` 13.75 5.00 2.26 Wiz. - p 51-46 6.63 12.96 13.01 ° 22.67 5.00 -0.23to. 6 , SL-47 25.00 13.51 12.99 413.86 5.00 1.20 SL-48 17.03 13.26 12.91 ia?„,,LISS 25.00 5.00 1.49 SL-49 15.17 13.31 12.93 ;',..$04141:41 4.93 5.00 4.83 ry�� , a=° SL-50 3.58 13.21 12.98 25.00 5.00 0.44 ft§ SL-51 12.02 14.16 12.99 rat,if, 25.00 5.00 0.70 . SL-52 20.34 14.31 12.95 17.64 5.00 2.18 °der nal Avg. 2.26 Avg. 9.70 8.34 Grade Behind Wall Grade in Front of Wall Retain Golf Course Offset Slope Offset $..10 Height Hole# Section (FT) EL.1 EL.2 (deg) (Fl) EL.1 EL.2 ( SL-53 6.19 13.07 13.03 37. 3.69 6.00 5.88 ,;\ SL-54 9.30 13.66 13.03 8a ,, 9.78 6.00 5.42 rtg 51-55 13.45 13.79 13.00 z,,',,,,EF-sAcA 13.58 6.00 4.31 ' ' i 51-56 5.84 13.24 12.94 n 4.48 6.00 5.85 ,,;. , li SL-57 4.78 13.03 12.94 . ' :- 4.96 6.00 5.84 > . =r� =� SL-58 16.50 13.28 13.01 .°. ,J 5.29 6.00 5.77 ;5-$_iiik' r r .A 51-59 25.00 13.34 13.00 ,,* 3.40 6.00 5.80 51-60 3.31 13.01 12.98 3.23 6.00 5.81 htiti7.64, SL-61 4.02 13.05 13.02 -,,',e.,. 5.45 6.00 5.00a SL-62 8.10 13.16 12.93 :' 3.59 6.00 5.42 '4 P 5(Island) 51-63 12.83 13.38 12.98 `^,, - 7.51 6.00 3.21 ' SL-64 6.33 13.10 13.02 10.82 6.00 1.94 4; `° 51-65 5.24 13.41 13.05 -,,,A-44, 4.05 6.00 5.73 SL-66 3.77 13.38 13.05 "wx-. 10.87 6.00 3.27 ,,,i,,,,r-' SL-67 4.81 13.58 13.01 7.85 6.00 4.73 ',. .x SL-68 4.93 13.52 13.00 . �' 10.35 6.00 3.81 P •.l'I•,tolii R3147..ry SL-69 4.36 13.39 13.09 .44 3.30 6.00 5.28 '. ti SL-70 5.98 13.43 13.03 8.81 6.00 2.82 L SL-71 5.08 13.25 12.97 11.83 6.00 2.80 - SL-72 8.64 13.43 13.07 3.83 6.00 5.39 SL-73 18.40 13.24 13.00 3.64 6.00 4.32 + SL-74 8.15 13.18 13.06 • • ' 3.69 6.00 4.51 Avg. 2.50 Avg. 10.36 7.38 BRIDGING lir SOLUTIONS Note:Work with Banks Engineering survey. Grade Behind Wall Grade in Front of Wall Retain Height Golf Course Offset Slope Offset Slope Hole# Section (FT) EL.1 EL.2 ideg� (FT) EL.1 EL.2 (deg VI) SL-1 9.58 14.90 13.00 14 "z 5.28 7.00 6.52 `g �.or SL-2 10.83 15.26 13.007 5.95 7.00 5.89 ftift41 SL-3 10.23 15.59 12.91 . 4.44 7.00 5.78 , SL-4 6.05 14.29 12.99 ' y- 4.48 7.00 5.94 ,'� SL-5 15.93 14.81 13.04 "; 3.49 7.00 5.82 , , SL-6 17.31 15.58 13.01 rg.7051 7.77 7.00 5.60 ^i 16 SL-7 9.22 14.43 13.00 4.75 7.00 5.81 . .1.;$0.1.1' SL-8 5.53 14.31 13.00 , 5.04 7.00 5.72 �;'.a-;,. q SL-9 6.75 14.05 12.92 r 4.09 7.00 6.08 ,, ,;." siSL-10 11.13 13.03 12.96 7.55 7.00 5.64 a. l SL-11 20.48 13.11 12.99 z ^' 6.61 7.00 5.59 SL-12 9.86 13.05 13.01 2e04_,4i,, 6.54 7.00 5.51 SL-13 8.26 13.77 12.95 tc#101 7.83 7.00 5.48 1. .3,,,-,;:11 4- SL-14 9.90 14.17 12.87 7,14 7.00 5.55 . .. Avg. 7.88 Avg. 12.28 6.41 Grade Behind Wall Grade In Front of Wall Retain Height Golf Course Offset Slope Offset Slope Hole# Section (Fr) EL.1 EL.2 de" (FT) EL-1 EL.2 (deg) (FT) SL-15 3.10 13.00 12.94 "W:,,5703.89 b.00 4.71 `.W',.:;.::,;,:i:, is SL-16 7.48 13.86 12.9513.23 6.00 0.06 SL-17 10.50 14.58 13.01 . $",-A4 10.43 6.00 1.44 SL-18 7.41 14.28 12.91 10.17 6.00 1.070 3:::'!"'? RTIA 17 SL-19 6.02 13.57 12.99 ,"7.1Z, 3.06 6.00 4.67 k (.4". SL-20 7.19 13.74 13.06 'r, • '' 5.75 6.00 5.13 d �'.' a ar 4,cai 11 SL-21 25.00 14.75 13.02 7.09 6.00 5.16 „ 'l. 411) SL-22 11.41 13.95 13.06 4WI_, 3.77 6.00 5.61 - 4,' 4i ; SL-23 10.55 14.39 13.02 - 7.74 6.00 5.10 > -r SL-24 6.17 13.82 13.05 7.75 6.00 5.18x5 Avg. 6.09 Avg. 14.94 7.55 Sheet Pile Design According to Blum-Method Project Name: Cedar Hammock Date: 7/17/2017 Author: RC Company: Bridging Solutions,LLC Comment: Hole#4(Road and Island)-Anchored Soldier Pile Timber Retaining Wall Geodata Unit Sheet PI! lop Level[ft] -13.000 I Sheet pile-ripLevel[ftl; -1.129 Soil Levelfront[ft[•'; -5.500 SP Top _apt!2 Sal Level behind[ftp-, -13.000 �— Rt1t homer Ancharlevel[ftj -12.000 V Water L rel In Front(ft[. 5.000 Water Levet behind Eft, -5.000 Sat Surface tncfnaton in Front pDeg1 -12.560 Sag Surfed"Inchnatl it behixt[Degj. 3.700 Caquct Surc=harge in front"[ldp/ft4 0.000 caquat SuroItargge behind[kip/1t2j 0.000 sod 1 Anc*-010 felft[Deg' 15.000 Wa�er1 _— Water 2 Earth Supptt, SP Tip Front Back FACTORED PILE TIP ELEVATION: 5.5-((5,5-1.1)/0.75)_-0.33 FT(AASHTO LRFD ART. 11.6.2.3) RETAIN HEIGHT: 13 FT-5.5 FT=7.5 FT EMBEDMENT: 5.5 FT+0.33 FT=5.83 FT Soil Layers Layers in Front Layer Tip[ftl Density Moist[ktp/ft3 .Dens ttatAb►n ed RIP/ft31 Kph;'tPhi(Degi ,Delta Peg, 1,hesion[kip/ft21i Layer 1 -5.500 0.110 0.048 2.909 40.000 0.000 0.000 Layer 2 50.000 0.110 0.048 2.422 35.000 0.000 0.000 Layers behind t ayeis17)[ 4�itsit!.Motstp4p/ft;3] Density submergedlbl l'Kptt Ptii[Degl Delta[degl Cohesion[i -5.500 0.110 0.048 0.224 40.000 0.000 0.000 Leireet 50.000 0.110 0.048 0.281 35.000 0.000 0.000 Extrema) Values z Mkt(ftj Min z Max(/t] Max beflection iftj -7.079 0.000 -13.000 0.000 Cross Fbrcel(kmp1 -12.000 -0.448 -4.180 0.380 Moment[kfpftl tj -7.079 -1.403 -12.000 0.004 VERIFY VERTICAL LAGGING BOARDS: Assume 3x8 Southern Pine Select Structural, Fb=2,350 psi F'b=(Fb)(Cm)(Cd)(Cf)(Cfu)(Cr) Cm = 1.0 for Southern Pine Cd=0.9 for permanent load Cf= 1.0 no adjustment for Southern Pine Cfu = 1.1 flat use factor Cr= 1.15 repetitive member factor F'b=2350(1)(0.9)(1)(1.1)(1.15)=2675 psi Sy=7.25"(2.5")"2/6=7.6103 Assume vertical lagging spans 5 ft between walers Lagging pressure @ depth=231 psf(see page 6) Lagging moment @ depth=0.8(231 psf)(5 ft)"2/8=578 lb-ft 0.8 factor accounts for arching action in the soil f= 578 lb-ft(12)/7.6 in"3=913 psi<2675 psi,therefore O.K. VERIFY HORIZONTAL WALERS: Based on the calculation above, use same 3x8 for walers since they will span the pile spacing of 5 FT VERIFY PILES: M = 1.43 k-ft/ft(5 ft pile spacing)=7.15 k-ft(see page 7) Fb= 1,950 psi F'b= 1950(0.9)(1)(1.18)(1)(1)=2071 psi Assume 10"diameter butt pile Sy= pi(10")"3/32=98 inA3 f= 7.15 k-ft(12000)/98103=876 psi <2071 psi,therefore O.K. • Pile Check Depth[ill Name AZ 12-770 Inertia[itkfft.. 156.927 modulus"(in3/ft1, "; 23.157 Area[1n2/ftj. 5.674 Mass 19.314 Steel Grade(b/tn2 :; 34795.867 Minimal Moment(kipfNkJ -1.403 -7.079 Maxrmimal Moment[kfpft/f i 0.004 -12.000 Nom !1 al t orcee of Max Moment(kip/ftj'; 0.123 -7.079 NbenaLFcr at Mtn Moment[k pfftj 0.123 -12.000 t3 fie:tlOn at!Mln=MMornent[ftp., 0.000 -7.079 Def fect(nrl"at&lex.Mor ent in) ,„ 0.000 -12.000 Min' In Stress at MMoment(1b/in2j, -705.211 -7.079 Max-Stress.44441'Moment 748.513 -7.079 Mkt:Stress at Max.Moment(Ib/in2j " 19.520 -12.000 Mair Strew§at Max..Moment lb/fn2j ' 23.781 -12.000 Se tyy Eieq`:Safety=t 500 = 46.487 Sheet Ole Top Lauer(ftj: -13.000 Sheet•Pite.Tip Levet:tfti. -1.129 Sheet Re Length Inc ucletl'C vert ength Eft 0.00o Vertical:Equilibrium l dplftj 0.123 Anchor Force(horlz.)[kip/ft1 -0.458 ANCHOR FORCE: Increase anchor force by 50%for design, F= 1.5(0.46 k/ft)/(cos 15 deg.)=0.71 k/ft 0.71 k/ft(5 ft pile spacing)=3.6 kip total factored anchor force per pile Earth Pressure Diagram -13.000[ft] 0.000 1.000. -12.000[ft] 1.000 .\125 \ -5.500[ft] .000 1.231 -1.129[ft] 1.289 [bPitt2] [kip/f12] Moment Diagram -13.000[ft] 0.000 -12.000[ft] 1'.004 -7.079[ft] .403 -5.500[ft] X1245 1.129[ft] .000 [w ] Deflection Diagram -13.000[ft] 0.000 -12.000[ft] 1 :ri -7.079[ft] X00 -5.500[ft] .000 \ -1.129[ft] \, 1.000 [ft] • Sheet Pile Design According to Blum-Method Project Name: Cedar Hammock Date: 7/17/2017 Author: RC Company: Bridging Solutions,LLC Comment: Hole#5(Road)-Anchored Soldier Pile Timber Retaining Wall Geodata - Unit Sheet,PifeTop Level[ft[- -13.000 Sheet PiletTip Levet(ftj x, 0.035 Soil Lowe!in Front[ftp -4.500 SP Top Soil 2 $oil,Levei behind[ft] -< , -13.000 0--- ._ or ------- Anchorlevel"[ftp -12.000 7,7 Water Level In front[ftp -4.000 ~��— Water Level behind[ft1-. -4.000 ``'�� Soil Surface lncllnallon;;In Front( egg -9.700 Sot Surface Inclifattai behin t[Degi 2.260 caquotSUrclarge,th Front.(Idp/ft2j ' o.000 Caquot Surcharge behind(klp/ft210.000 soil 1 Ar ha lncllnaNpn(D J 15.000 \1 +N-amr1�_..- Water 2 termh Sup•p • Free ��-_ - Slip Front Back FACTORED PILE TIP ELEVATION:4.5-((5.5+0.0)/0.75)=-2.83 FT(AASHTO LRFD ART. 11.6.2.3) RETAIN HEIGHT: 13 FT-4.5 FT= 8.5 FT EMBEDMENT: 4.5 FT+2.83 FT=7.33 FT I Soil Layers Layers in Front Layer Tip[ft]` Density.Moist[td ]';DertsitySubnretged[ p/ft3} .Kph Phi[Deg] DeltaPegr) hesiqnPp/ft2j: 'Layer 1 -4.500 0.110 0.048 3.227 40.000 0.000 0.000 Layer 2? 50.000 0.110 0.048 2.670 35.000 0.000 0.000 Layers behind Layer Tip[ft] Density Moist[kiplft3] Density Submerged[kip/ft31 Kph Phi[Deg] Delta[Deaf Layer 1 -4.500 0.110 0.048 0.222 40.000 0.000 0.000 Layer 2 50.000 0.110 0.048 0.277 35.000 0.000 0.000 Extremal Values z Min[ftj Min; z max[ttf" Max`, Deflection[ftf" -6.258 -0.001 -13.000 0.000 Cross Force[Idplft] -12.000 -0.543 -3.180 0.487 Moment(kipft tI -6.258 -1.942 -12.000 0.004 VERIFY VERTICAL LAGGING BOARDS: Assume 3x8 Southern Pine Select Structural, Fb= 2,350 psi F'b=(Fb)(Cm)(Cd)(Cf)(Cfu)(Cr) Cm= 1.0 for Southern Pine Cd =0.9 for permanent load Cf= 1.0 no adjustment for Southern Pine Cfu = 1.1 flat use factor Cr= 1.15 repetitive member factor F'b=2350(1)(0.9)(1)(1.1)(1.15)=2675 psi Sy=7.25"(2.5")^2/6=7.6 in^3 Assume vertical lagging spans 5 ft between walers Lagging pressure @ depth =259 psf(see page 6) Lagging moment @ depth=0.8(259 psf)(5 ft)^2/8=648 lb-ft 0.8 factor accounts for arching action in the soil f= 648 lb-ft(12)/7.6 in^3= 1023 psi<2675 psi,therefore O.K. VERIFY HORIZONTAL WALERS: Based on the calculation above, use same 3x8 for walers since they will span the pile spacing of 5 FT VERIFY PILES: M = 1.94 k-ft/ft(5 ft pile spacing)=9.7 k-ft(see page 7) Fb= 1,950 psi F'b= 1950(0.9)(1)(1.18)(1)(1)=2071 psi Assume 10"diameter butt pile Sy=pi(10")^3/32=98 in^3 f=9.7 k-ft(12000)/98 inA3= 1188 psi<2071 psi,therefore O.K. Pile Check Depth[ft] Namev" AZ 12-770 Inertia[t 156.927 Modulus pn3/ftl 23.157 Area[in2/ft) 5.674 Mass[ibslrt2) 19.314 Steel Grade Qblin2Z` 34795.867 Minirriaf Moment[kfipft/Et) -1.942 -6.258 Magnin*Moment}ldpft/ft) 0.004 -12.000 Normal Forces at Max;Moment[kip/ftj 0.149 -6.258 Nornat roma at Mimi Motrient[kip/ftt 0.149 -12.000 deflection at Mk,.Moment[ft}. . ' -0.001 -6.258 Deflectiobti at Mac:Moment[ft] ' ` 0.000 -12.000 Mini Stress at Miry Moment[lblln2j,~. -980.351 -8.258 Max,Stress at Min.Moment[Ib/in2). 1032.773 -6.258 MM Stress at M5 Moment ln2) 24.106 -12.000 Max.Stress stMax.Mornent[yb/l 2). 28.315 -12.000 Safety?fteg Safety 1500 33.692 Sheet Pps Top Level[ft] • -13.000 Sheet Pile Level[ft) 0.035 Sheet P[le Lengg.[ft]: . 13.035 Includeif Overlength[ft) 0.000 Vertical?Equilibrium[klplft) 0.149 Anchor Force(holt.)[klp/ft] -0.555 ANCHOR FORCE: Increase anchor force by 50%for design, F= 1.5(0.56 k/ft)/(cos 15 deg.)=0.87 k/ft 0.87 k/ft(5 ft pile spacing)=4.35 kip total factored anchor force per pile Earth Pressure Diagram -13.000[ft] 0.000 0.000._.. -12.000[ft]. 1.000.............. .0?A. -4.500[ft]_ .000 .2`i9.... 7 7771.328 0.000[ft] i,:_ [kipfft2] [WPM] Moment Diagram -13.000[ft] 0.000 -12.000[ft] '.004 i I -6.258[ft] 1.942 -4.500[ft] 0.035[ft] 1.000 [kIPftift] Deflection Diagram -13.000[ft] 0.000 -12.000[ft] -6.258[ft]M:1.001 -4.500[ft] ‘ 0.001 0.035[ft] o000 Eftl . . . . . Sheet Pile Design According to Blum-Method Project Name: Cedar Hammock Date: 6/29/2017 Author: RC Company: Bridging Solutions,LLC Comment Hole#16-Anchored Soldier Pile Timber Retaining Wall Geodata unit sheet Pile Top Level[ft1, '. -13.000 Shaet Plle Tip Level[ft1 , . -2.719 Soil Level In Front[ft1 -6.500 _ SP Top --– Sal 2 Soil Level behind[fir _-13.000 ._.— Anchor Anchcdevel; t1 -12.000 c Water Level to Frit[fix -8.000 ��_ Water Level behind[ftj -6.000 ,__� Soil Sur aceinclinattonIn Front[Degt. -12.280 Sal Surface trscltnaion,bellind[beg];,,' 7.880 Caguot Surcharge In Rat[fkp/ft21 "" 0.000 Soil 1 Cequot Surcharge behind[kip/ft21 - 0.000 Wa er 1 ____ Water 2 Anchor Inclination[Degj 15.000 _ Eartf t,Suppot Free SP Tip Front Back FACTORED PILE TIP ELEVATION: 6.5-((6.5-2.7)/0.75)= 1.43 FT(AASHTO LRFD ART. 11.6.2.3) RETAIN HEIGHT: 13 FT-6.5 FT=6.5 FT EMBEDMENT:6.5 FT- 1.43 FT=5 FT ---.•—.....--- ------ --. . ..........,...,...... Soil Layers Layers in Front -' La-Oklrpttr3;t:*ttoggtwet,:gooity Submerged Pdp/ft31 Kph, Phi pea Delta peg] COhesion[icip/ft21 1,:iYail,' -6.500 0.110 0.048 2.939 40.000 0.000 0.000 Layer 2, 50.000 0.110 0.048 2.445 35.000 0.000 0.000 Layers behind Tip MI Density Moist[1.cipift3] Density Submerged(1:401t;Kph, Phi[Deg}'Delta 04,•,,'",00rieorooppfft21 -6.500 0.110 0.048 0.233 40.000 0.000 0.000 50.000 0.110 0.048 0.293 35.000 0.000 0.000 - - • --—- ___ - - Extremal Values z Min tft] Min z Max tft] Max Deftsotion(,tl 7.8991 0.000 -13.000 0.000 Cnlss Force{Idp/tp! -12.000 -0.350 -5.180 0.293 Mdm nt[kipf/ft1 -7.899 -0.921 -12.000 0.004 VERIFY VERTICAL LAGGING BOARDS: Assume 3x8 Southern Pine Select Structural, Fb=2,350 psi F'b=(Fb)(Cm)(Cd)(Cf)(Cfu)(Cr) Cm= 1.0 for Southern Pine Cd=0.9 for permanent load Cf= 1.0 no adjustment for Southern Pine Cfu= 1.1 flat use factor Cr= 1.15 repetitive member factor F'b=2350(1)(0.9)(1)(1.1)(1.15)=2675 psi Sy=7.25"(2.5")^2/6=7.6 inA3 Assume vertical lagging spans 5 ft between walers Lagging pressure @ depth=209 psf(see page 6) Lagging moment @ depth=0.8(209 psf)(5 ft)^2/8=523 lb-ft 0.8 factor accounts for arching action in the soil f=523 lb-ft(12)/7.6 inA3=826 psi<2675 psi,therefore O.K. VERIFY HORIZONTAL WALERS: Based on the calculation above, use same 3x8 for walers since they will span the pile spacing of 5 FT VERIFY PILES: M=0.9 k-ft/ft(5 ft pile spacing)=4.5 k-ft(see page 7) Fb= 1,950 psi F'b= 1950(0.9)(1)(1.18)(1)(1)=2071 psi Assume 10"diameter butt pile Sy=pi(10")^3/32=98 inA3 f=4.5 k-ft(12000)198 inA3=551 psi<2071 psi,therefore O.K. Pile Check Depth(ftj Narita ; AZ 12-770 Inertia Jln4/tt]:, 156.927 Modulus(In3/ft}. 23.157 5.674 Mass[�bs/ft2f 19.314 Steal Gtade pblinZ) • 34795.867 MInYn tl Moinerit(k1pft/ft] -0.921 -7.899 Maiarttr�lal ii rr�ent jIdptflftj 0.004 -12.000 NennaC Facia at Max.Moment[ia p/rt], 0.097 -7.899 Nor net t irfces at Mink Moment[klp/ft)- 0.097 -12.000 befleotlori at Min Moment(ft] 0.000 -7.899 Deflectfat 8t Ma Moment(ftp 0.000 -12.000 Min.Stress at Min.,Moment(b/In2j, .:' -460.356 -7.899 Mal Stress Min,Moment(IFi/in2,(v'. 494.627 -7.899 Min.Shies at!Ma*.Monient p /1ti2. 14.923 12.000 Max Stress at Max.Men-tent pbl1n2r 19.348 -12.000 SafetyRea Safety=1.5•00:; 70.348 Sheet Pile Top Level(ft) -13.000 Sheet Pile110 Level(ff • -2.719 Sheet Pile t4Higtli tftf10.281 Included birerin th(ftX • 0.000 VottIcal Eq6i8808m 0.097 Anchor Force;(heriz)NOV -0.363 ANCHOR FORCE: Increase anchor force by 50%for design, F= 1.5(0.36 k/ft)/(cos 15 deg.)=0.56 k/ft 0.56 k/ft(5 ft pile spacing)=2.8 kip total factored anchor force per pile Earth Pressure Diagram -13.000[ft] .DAO .DAD -12.000[ft] 'rift 726 \ \ -6.500[ft] '.000 .209 i -2.719[ft]-0.520 _ _ 1.272 [kip/ft2] [kip/ft2] Moment Diagram -13.000[ft] 0.000 -12.000[ft] 0.004 i i', i /moi i / -7.899(ft] . .921 -6.500[ft] \0.823 �\ -2.719[ft] .000 (ldaftift] 1 i Deflection Diagram -13.000[ft] 0.000 -12.000[ft] ! i -7.899[ft]1_000 -6-500[ft] -2.719[ft] 1 000 [ft1 Sheet Pile Design According to Blum-Method Project Name: Cedar Hammock Date: 7/17/2017 Author: RC Company: Bridging Solutions,LLC Comment: Hole#16-Cantilever Soldier Pile Timber Retaining Wall Geodata unit- Sheet Pile Top Levet[ft]„ -13.000 Sheet.PileTip Level(ftl 2• .459 Sol Level in Front(ftt.j -6.500 SP TopSoil 2 SoltLevel kief tbd[ft).> 13.000 � Ancholevel(ft) 0.000 Water Leveltrr Front(ftj -8.000 Water Level Petted[ftp -6.000 SGit$uifaoe fncllnatiori,iti prom(Dew 12.280 Soil Surface Inclination behind[deg]`. 7.880 Soil 1 Caged$u[ct erge to Front p/ft2i 0.000 UVa r 1 _� Water 2 Caquot Surcharge behind[dpm2I'0 .000 Anchor lncttriation(f7eg) 0.000 Earth Support ; Cantilever SP Tip Front Back FACTORED PILE TIP ELEVATION: 6.5-((6.5+2.5)/0.75)=-5.5 FT(AASHTO LRFD ART. 11.6.2.3) RETAIN HEIGHT: 13 FT-6.5 FT=6.5 FT EMBEDMENT:6.5 FT+5.5 FT= 12 FT Soil Layers Layers in Front Layer Tip[ftp; Density Moist[kip/ft3] Density Submerged pdplftay Kph;,;; Phi(Deg] Delta[Deg] Cohesion[kip$ft Layer 1 -6.500 0.110 0.048 2.939 40.000 0.000 0.000 Layer 2;, 50.000 0.110 0.048 2.445 35.000 0.000 0.000 Layers behind Layer Tip[ft] Density Moist[dp/ft3] DeAt` t:lUbmergec[ .tCpt#, 3 Oil 7! c dflesion[kip/fa] Layer 1 -6.500 0.110 0.048 0.233 40.000 0.000 0.000 Layer 2 50.000 0.110 0.048 0.293 35.000 0.000 0.000 ill I Extrema) Values a min[ft] Min z max MI Max;,I Deflection[ft]' -13.000 -0.008 2.268 0.000 Cross Force(klp/ft] 2.268 -2.163 -5.180 0.656 Moment(kipff/tj�` ; 2.301 -0.133 -1.899 3.569 VERIFY VERTICAL LAGGING BOARDS: Assume 3x8 Southern Pine Select Structural, Fb=2,350 psi F'b= (Fb)(Cm)(Cd)(Cf)(Cfu)(Cr) Cm= 1.0 for Southern Pine Cd=0.9 for permanent load Cf= 1.0 no adjustment for Southern Pine Cfu = 1.1 flat use factor Cr= 1.15 repetitive member factor F'b= 2350(1)(0.9)(1)(1.1)(1.15)=2675 psi Sy=7.25"(2.5")^2/6=7.6 in^3 Assume vertical lagging spans 5 ft between walers Lagging pressure @ depth=209 psf(see page 6) Lagging moment @ depth=0.8(209 psf)(5 ft)^2/8=523 lb-ft 0.8 factor accounts for arching action in the soil f=523 lb-ft(12)/7.6 in^3=826 psi <2675 psi,therefore O.K. VERIFY HORIZONTAL WALERS: Based on the calculation above, use same 3x8 for walers since they will span the pile spacing of 5 FT VERIFY PILES: M=3.569 k-ft/ft(5 ft pile spacing)= 17.85 k-ft(see page 7) Fb= 1,950 psi F'b= 1950(0.9)(1)(1.18)(1)(1)=2071 psi Assume 10"diameter butt pile Sy=pi(10")^3/32=98 in^3 f= 17.85 k-ft(12000)/98 in^3=2186 psi >2071 psi, therefore would need to increase pile diameter to 12". Based on the increased embedment(by a factor of 2.4 compared to the tie-back option)and the increased pile diameter,the cantilever option is not a viable option. Pile Check Name :-.2.54N1341 AZ 12-770 Inertia[in4fft], t --;,trQ` ?t. 156.927 Modulus[in3fft}� ` r l ry t 23.157 Area[in2fft ��,�, 5.674 Mass[ibsls v ;x€ 19.314 Steel Grade[lb/in2]. r 34795.867 Minimal Moment[kipft/ftj ` hN -0.133 2.301 MaxmimalMoment[kipftlft] 3.569 -1.899 Normal Forces at Max.Moment[kipfftl% 0.000 2.301 Normal Forces at Min.Moment[kfplft7= 0.000 -1.899 Deflection at Min.Moment[ft] 0.000 2.301 Deflection at Max.Moment[ft[ 0.000 -1.899 Min.Strew _Mj Mgrnent[Ib/in2j ' -69.164 2.301 Max.Stress at Mfi Manent[lbfn2j , 69.164 2.301 1 Mktfs at Max.Moment[I 2 -1849.437 -1.899 M .Stress at Max.Mgtr 6t j 4 i 1849.437 -1.899 � 18.814 1 ' 1 -13.000 Stf$tPJkm el2.459 i s l .. 15.459 0.181 . x� 4 0�a r;s Ancfot'�' `�)[ j ,,;ir 0.000 Earth Pressure Diagram -13.000[ft] .000 0.000 1 -6.500[ft] }I000 0209 0.000[ft] 2.268[ft]. I 0.342 [kip1 [kiplft2] Moment Diagram -13.000[ft]_ 0.000 -6.500[ft] -1.899[ft].._ 3.569 0.000[ft] 2.268[ft] 162— [IdPft] Deflection Diagram -13.000[ft] 0.000 -6.500[ft] 0.000[ft] 2.268[ft] 1.000 [It] Sheet Pile Design According to Blum-Method Project Name: Cedar Hammock Date: 7/17/2017 Author. RC Company: Bridging Solutions,LLC Comment: Hole#17-Anchored Soldier Pile Timber Retaining Wall Geodata Unit S"hee(PileTop Level[ft]; _ -13.000 Sheat Pile fip Levei[ft) -0.669 Scil Level'in,Front(ftp�' -5.500 " SP Top r —�---Soil 2 Sa1 Level behind(ftp -13.000 Andhw Aftchorlevet[ft] -12.000 Water Levet(tt Front(ft] -5.000 Water Level,behind(ft}"' -5.000 Sail Surfeco Incpnatlor It Front[peg]; -14.940 Sol!Surface tncllnatian behind[peg} 6.090 Cacuot Surcharge in Front(ktp/ft2] 0.000 soli 1 �Cayuot Surcharge oattind(Idplfl21 ; 0.000 Q Water1 i water 2 Anchor Incdnatidn[Cagi 15.000 Earth Support " Free SP Tip Front Back FACTORED PILE TIP ELEVATION: 5.5-((5.5-0.669)/0.75)=-0.94 FT(AASHTO LRFD ART. 11.6.2.3) RETAIN HEIGHT: 13 FT-5.5 FT=7.5 FT EMBEDMENT:5.5 FT+0.94 FT=6.44 FT Soil Layers Layers in Front Layer Tip iftl Dettsii INd8t14p/ *€ Submerged[kip/ft3} Kph ,: P'ht i)eg} D LDeg}. G»heskfn 0dp4, Layer 1 -5.500 0.110 0.048 2.666 40.000 0.000 0.000 Layer 2 50.000 0.110 0.048 2.228 35.000 0.000 0.000 Layers behind Layer TiO(f4 D n*0?p1f131 e ,,KPh„ ti i0:egI-,belta[Deg] Cohesion[ldp/ Layer 1 -5.500 0.110 0.048 0.229 40.000 0.000 0.000 Layer 2, 50.000 0.110 0.048 0.287 35.000 0.000 0.000 Extrema) Values z Mtn[ftj Atm . .z Max(ft/ Wit, Deflection[ffti '; -6.258 -0.001 -13.000 0.000 Cross Force'[kip/ftt -12.000 -0.480 -3.360 0.397 Moment(Idpf1/ft) -7.079 -1.551 -12.000 0.004 VERIFY VERTICAL LAGGING BOARDS: Assume 3x8 Southern Pine Select Structural, Fb=2,350 psi F'b= (Fb)(Cm)(Cd)(Cf)(Cfu)(Cr) Cm= 1.0 for Southern Pine Cd=0.9 for permanent load Cf= 1.0 no adjustment for Southern Pine Cfu= 1.1 flat use factor Cr= 1.15 repetitive member factor F'b=2350(1)(0.9)(1)(1.1)(1.15)=2675 psi Sy=7.25"(2.5")^2/6= 7.6 in^3 Assume vertical lagging spans 5 ft between walers Lagging pressure @ depth=237 psf(see page 6) Lagging moment @ depth =0.8(237 psf)(5 ft)^2/8=593 lb-ft 0.8 factor accounts for arching action in the soil f=593 lb-ft(12)/7.6 in"3=936 psi<2675 psi,therefore O.K. VERIFY HORIZONTAL WALERS: Based on the calculation above, use same 3x8 for walers since they will span the pile spacing of 5 FT VERIFY PILES: M= 1.551 k-ft/ft(5 ft pile spacing)=7.76 k-ft(see page 7) Fb= 1,950 psi F'b= 1950(0.9)(1)(1.18)(1)(1)=2071 psi Assume 10"diameter butt pile Sy= pi(10")^3/32 =98 in^3 f=7.76 k-ft(12000)/98 inA3=950 psi <2071 psi,therefore O.K. Pile Check Depth[ft]: Netrie AZ 12-770 1n80a f 156.927 Modulus[trr3/ft 23.157 5.674 M 3,[tbs/ft2j 19.314 -Steet Made'[IG/tn2 :' 34795.867 MinirnaiMoment'[Irip"ft/ft] -1.551 -7.079 MaXtn1818tMamerit fk t(ft] 0.004 -12.000 Nor 0.132 -7.079 Nc malFaic Moment Optfty 0.132 -12.000 Deflecdat at'MIn.Moment[ft] ,- -0.001 -7.079 t7efteclo(i et Maxi Moment[ftp 0.000 -12.000 Mti1i Stress at Mfn Moment[t ylii : ' -780.651 -7.079 I Max Stre8if at Min.,Mtinient[ItNiri21 • ' 827.155 -7.079 Min Stress atMax,Moment[It1%iri2] 21.076 -12.000 Max StfeSs at Max:Mofl1ent'(i n2j° 25.428 -12.000 Safety$RegSafety .�500 42.067 Sheet 00„1cp teysi[ft] -13.000 Sheet.F'iie11p Level[ftI -0.669 Sheet Pfle Length[ft[ `_ 12.331 Included OverLent th[itj 0.000 yii*81 quilttidumml[kip/ft 0.132 Anchor Force(horiz.)(kip/ft] -0.492 ANCHOR FORCE: Increase anchor force by 50%for design, F= 1.5(0.49 k/ft)/(cos 15 deg.)=0.76 k/ft 0.76 k/ft(5 ft pile spacing)=3.8 kip total factored anchor force per pile Earth Pressure Diagram -13.000[ft] 0.000 1.000 -12.000[ft] '.000 \ .025 \ -5.500[ft] 1.1100 0237 1 \ . VZ -0.669 ft 586 \.313 � l MOM [IdP1ft2l I Moment Diagram -13.000[ft] 1.000 -12.000[ft]_ ',.004 -7.079[ft] _ .55.1 -5.500[ft] 4420 -0.689[ft] .000 [kipft/Ft] Deflection Diagram -13.000[ft] p,ppp I 0 -12.000[ft] - 00 I Z , / I -6.258[ft] . .001 -5.500[ft] -0.001 \ .� \� -0.669[ft] ,i 000 [ftl APPENDIX TIMBER REFERENCE DESIGN VALUES J1 BRIDGING SOLUTIONS 40 REFERENCE DESIGN VALUES Table 4B Reference Design Values for Visually Graded Southern Pine Dimension Lumber (2"-4"thick)1,41" ilTabuIated design values are for normal load duration and dry service condition:,unless specified otherwise.See NDS 4.3 for a connprel nsive description of design tia/ue adjustment factors.) USE WITH TABLE 4B ADJUSTMENT FACTORS Design values In pounds per square indl f Species and commercial size Tenon raCo rsaelorr a specific raciGding grads Ctasatteeatton panther parallel perpendicular parallel Bending to grain to gain to grain to grain Modulus o1 Eleaticlty Greedy. Agency Fb F, F, F;1 F. E E,,, G SOUTHER PINE , Dense Seed Structural 2,700 1,900 175 660 2,050 1,900,000 6990,000 Select Stumm 2,350 1,650 175 565 1,903 1,800,000 660,000 1 Non-Dense SOW 5a1adural 2,050 1,450 175 480 1,900 1,600,000 590,000 No.1 Dense 1653 1.100 175 560 1,750 1630,000 650,000 Nd.11Ode ,103 1,030 175 565 1650 1,600,000 550,000 I No.1 N0r..-0e 5E S' 1,300] 875 175 480 1.550 1,400,000 510,000 0.55 No.2 Deese 1,203 750 175 6E0 1,500 1,6100,000 530,000 No.2 1,103 575 175 565 1,450 1,400,000 510,000 No.2 Near-Dense 1,050 E00 175 490 1,450 1,300,000 472,000 N0.3 and Stud 550 400 175 565 850 1.300.000 470.000 Constructien 875 500 175 565 1,800 1,400,000 510,000 Staneant 4'vd0e 475 275 175 565 1,300 1,200,000 440,000 0.55 tntity 225 125 175 5E5 850 1,2100,000 440.000 Dense Seed Stauctural 2,400 1,650 175 650 1,900 1,900,000 690.000 Seed 510.01'1/al 2,100 1,450 175 565 1600 1,500,000 660,000 Non-Dente Seie0 Structural 1.257 1,300 175 490 1,100 1,600,000 530,000 No.1 Dense 1,500 1,000 175 6E0 1.650 1,630.000 650,000 No.1 1,257 675 175 565 1,550 1,500,000 580,000 4.55 143.1 Noir-Dense 5'- 1,207 775 175 450 1,450 1,400,000 510,000 f42.2 Dense 1,053 6511 175 560 1A50 1„600,000 550,000 No.2 1,007 5170 175 565 1,400 1,400,000 510,000 No.2 No-Dense 850 525 175 460 1,350 1.300,000 470,000 No.3 and Stud 575 250 175 565 500 1,300,000 470,000 Dense Seed Structural 2200 1,550 175 o60 1,853 1,905000 690,000 Seecl Struo irat 1,050 1,350 175 565 1,700 1,800,000 660,000 Non-Cense Seed Structural 1,707 1.200 175 450 1,650 1,600.000 580,000 No.1 Dense 1,353 503 175 6E0 1,600 1,530,000 660,000 SPIE No.11,25] 100 175 565 1,500 1,6130.000 550,0000.55 N4.1 Non-Censee� 1,100 703 176 450 1,403'Ode1,400,000 510,000 No.2 Dense 975 E03 175 6E0 1,400 1.600,000 580,000 143.2 '325 550 175 565 1,35x1 1.400.000 510.000 No.2 Non-Dense 37-5 500 175 450 1,300 1,,3 .000 470,000 No.3 ar5Stud 525 325 173 565 775 1,300,000 470,000 0en5eSeed Stnctapal 1,550 1,300 175 660 1.503 1,900,000 690,000 SaeCtStructural 1,703 1,150 175 .65 1.;550 1,630.000 650,000 Nen-Dense Select Stnudrural 1,500 1,050 175 480 1,600 1,600,000 590,000 N4.1 Dense 1,201 500 175 560 1,550 1,5410,000 660,000 No.1 1,053 700 175 565 1,450 1,600.000 580,000 0.55 n No.1 Non-Dense t0' 990 525 175 etde `460 1,400 1,400,700 510.00/:4 No.2 Dense 550 525 173 610 1,350 1,600,000 530,0010 No.2 800 475 175 565 1,300 1,400,000 51.0,000 143.2 Non-Dense 750 425 175 450 1,250 1,3100000 470,000 140.3 and Stue 47.5 275 175 565 750 1,300,000 470,000 Dense seed Structural 1,503 1250 175 660 1,750 1,900,000 690,000 Seen Struzestral 1,603 1,100 175 565 1.650 1,500,000 660.400 Non-Dense SACS Structural 1,403 975 175 450 1,550 1.690.000 580,000 143.1 Dense 1,107 750 175 660 1,500 1,930,000 660,000 NC.1 1"lame .000 550 175 565 1,400 1,600,000 550,000 7.55 N3.1 Non.Dense i2 800 575 175 450 1,350 1,400,000 510,000 No.2 Dense 803 507 175 660 1,300 1,600,000 580,000 No.2 750 450 175 565 1,250 1,400,000 510,050 No.2 Non-Dense 700 403 175 4E0 1250 1.300.000 470,000 No.3 and Stud 450 250 175 565 725 1.300,000 470,000 , Copyrght E2.Ame'ncsn Wood Cakini.C4 evnioade ir: ll^, rt el ems.Agreement No reproduat-.A or'transfer authorised. i i 1... r_Z r._ •'I a Ft,.� T. t. _ rc . p . - ■J" a' Table 6A Reference Design Values for Treated Round Timber Piles Graded per ASTM D25 (Tabulated design values are for normal load duration artd wet service conditions.See NDS 6.3 for a comprehensive description of design value adjustment factors.) Design values in pounds per square inch(psi) Shear Compression Compression parallel perpendicular parallel to Specific Bending to grain to grain grain Modulus of elasticity Gravity' Species Fp F. F.A. F. E Ern,,, G Pacific Coast Douglas Fir' 2,050 160 490 1,302E 1,700,000 690,000 0.50 • Red Pirte2 1,350 125 270 850 1,300,000 .520,0011 0.42 Southern Pine(Grouped? 1,950 160 440 1,_,250 1,500,000 600,0130 0.55 • 1.Padi Coast Douglas fir; erewe design'values apply to nis>;peaes as defined in ASTM Standard 0 175D 2.Red Pine,reeerenee design valves apply to Red;Tie groan in the Jilted States_ 3.Southern Pine ereaenoe des{grr values apply to Lcttldly,Longreatf,Sborlteaf,and Slash Fines. 4.cpedrlo gravity.U.Cased OR vnakgtit and Mime wirier overt-dry. i i 1 Table 6B Reference Design Values for Round Timber Construction Poles Graded per ASTM 1 D32O0 i (Tabulated design values are for normal load duration and wet service conditions_See NDS 63 for a cornprettensive,description of design value adjustment factors) 1 I Design values in pounds per square inch(psi) i Shear Compression Compression parallel perpendicular parallel to Specific Bending to grain to grain grain Modulus of elasticity Gravity' Species F5 F,, Fay Fe E !_ G Pacific Coast Douglas Fir' 2,050 160 490 1,300 1,700,000 690,000 0.50 Lodgepole Pine 1,275 125 265 825 1,100,000 430,000 0.42 Ponderosa Pine 1,200 175 295 775 1,000,000 400,000 0.43 Red Pine' 1,350 125 270 850 1,300,000 520,000 0.42 Southern Pine(Grouped) 1,950 160 440 1,250 1,500,000 600,000 0.55 Western Hemlock 1,550 165 275 1,050 1,300,000 560,000 0.47 Western Larch 1,900 170 405 1,250 1,500,000 660,000 0.49 Western Red Cedar 1,250 140 260 875 1,000,000 360,000 0.34 1.Pacific Coast Douglas Fir reference design,rakies apply to trJ species as defined in A3TM standard D 17E3_ 2.Red Pre zeterenoe deskgrt values apply to Red Pine grown in the Urtled Slates. 3.Southern Pine reference design vavves appiy to LOL4oty,Longleaf,Sho eaf,and Stash Pln+es. 4.Specific gravity,G,Cases on weigh/and volume when oven-dry. ;Gaye ht?:A rer,car,Wood natnr.:i,Cow.k.):Adev:clia lrxdill $Ituc lie`Agreement.No reo oduct:norIran sEer authorized. s .- i R O 2 U bLãI U7 . 1.. i e WOpNe. 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Y Y Y Y 8 ^ Y Y Y ■ Y • } M V Y R ff k ;,,,,,,,,..„,•]4 Bridging Solutions,LLC BRIDGING 15863 Secoya Reserve Circle .„,,llLVrll\ Naples,FL 34110 _ SOLUTIONS Tel.(239)216-1370 ra I ph(ibri dg ing-solutions.co m www.bri d gi ng-so l ut i on s.corn September 27,2017 Cedar Hammock Community Development District(CDD) c/o Justin Faircloth,Assistant District Manager Severn Trent Services 5911 Country Lakes Drive Ft.Myers,FL 33905 RE: Proposal to Provide Professional Engineering Services for: Inspection and Evaluation for Golf Cart Bridges Cedar Hammock CDD Collier County,Florida Dear Mr.Faircloth: Bridging Solutions, LLC appreciates the opportunity to submit this proposal to provide engineering services based on the site review meeting on September 25, 2017. This proposal provides a scope of services and a proposed fee for inspection and evaluation of the timber golf cart bridges within the Cedar Hammock Golf & Country Club in Collier County, Florida. These timber structures were originally constructed in 1999 by US Home and are now showing signs of deterioration. The bridges were constructed using treated timber materials that consist of decking boards, stringers and pile bents for the piers and abutments. The total linear footage for the eight(8)bridges is approximately 1,376 feet. There is one bridge located at holes#4,7,9, 10, 16,and 18 and there are 2 bridges at hole#5. The bridges span wetlands and retention ponds. The bridge at hole# 16 was recently replaced due to changes made to the golf course path on that hole. The deliverable from these services will be a report that summarizes the findings of the inspection and recommendations for repairs and maintenance.The preparation of bidding documents for construction is not included in these services.We will be able to provide a proposal for design services upon completion of this inspection and evaluation phase of the project. 1. SCOPE OF SERVICES 1.1. Emergency Inspection —Perform and emergency inspection of the repairs to damaged bridge stringers at hole # 18 and prepare an e-mail report documenting the findings and recommendations. This task was performed on September 25,2017. 1.2. Coordination and Review—Obtain and review copies of all available record documents for the bridges and walls which may include original plans,previous inspection reports,photographs,and maintenance records, etc. Perform interviews with contractors that have performed maintenance repairs of the bridges to document conditions that are buried and inaccessible for inspection. We design bridges to fit your site and budget. SOLUTIONS OLTIO G 1.3. Bridge Inspection-Perform an inspection of the visible bridge elements. Obtain measurements and document the dimensions of the exposed elements for comparison to any record documents. Prepare field sketches to document the geometry and member sizes including connections. Document the inspection findings including all significant defects including checks, cracks, spalls,corrosion,impact damage,etc.using field notes and digital photographs.The intent of this level of inspection is to gather the required information to be able to provide opinions related to the overall condition of the bridges and their anticipated remaining service life.The Golf Course Superintendent will provide a golf cart and small boat to facilitate our inspection. 1.4. Inspection Study Report—Perform a study that considers the existing conditions and probable future maintenance requirements including the probable life expectancy of the bridge structures. Prepare a report that provides a summary of the inspection findings and recommendations for future maintenance repairs or replacement.Estimate approximate costs for the replacement of the bridges based on average square foot costs. Conduct a meeting with the CDD Board, General Manager and Golf Course Superintendent to review the report and recommendations. 2. TIME SCHEDULE We anticipate completion of the above described services in 45 days from receipt of this signed proposal. If the services covered by this proposal have not been completed within this time, through no fault of Bridging Solutions,a time extension to complete our services may be renegotiated. 3. COMPENSATION Bridging Solutions proposes to provide the above described services for lump sum fees according to the following breakdown: Task 1.1 —Emergency Inspection $ 700 Tasks 1.2— 1.4—Inspections and Study Report 5.200 Total Fee $5,900 4. EXTRA WORK REQUESTS If work on this project is believed by Bridging Solutions to be in addition to,the Scope of Services,we will notify you immediately. Upon your written approval, we will provide this additional work and bill the time expended at our current hourly rates or an agreed upon lump sum fee. 2 We design bridges to fit your site and budget. NorSRIDGING UTI S 5. AGREEMENT TERMS This project will be billed monthly on a percent complete basis, with the invoiced amount representing the actual amount of work completed. Invoices remaining unpaid after 30 days of the date of the invoice will be subject to an addition of a 1-1/2% (one and one-half percent) per month surcharge on the total amount due. If the above conditions are acceptable this proposal can become contractual by signing and dating below. The Terms and Conditions on the enclosed Exhibit A are incorporated and made a part of this Agreement. Please return one signed copy of this Agreement and Exhibit A to our office to serve as your authorization for us to proceed on this work. This proposal is valid for thirty(30)days from the date of this letter. Thank you for your consideration of this proposal. Please contact me at 239-216-1370 if you have any questions or comments. Respectfully, BRIDGING SOLUTIONS,LLC Ralph Verrastro,PE Principal Accepted this day of ,2017 By: Signature Printed or Typed Title: 3 We design bridges to fit your site and budget. EXHIBIT A—Terms and Conditions Indemnification: Bridging Solutions,LLC agrees,to the fullest extent permitted by law,to indemnify and hold harmless the Client, its officers, directors and employees (collectively, Client) against all damages, liabilities or costs, including reasonably attorneys' fees and defense costs,to the extent caused by the Consultant's negligent performance of professional services under this Agreement and that of its subconsultants or anyone for whom the Consultant is legally liable.The Client agrees, to the fullest extent permitted by law, to indemnify and hold harmless Bridging Solutions, its officers, directors, employees and subconsultants (collectively, Consultant) against all damages, liabilities or costs, including reasonable attorneys' fees and defense costs, to the extent caused by the Client's negligent acts in connection with the Project and the acts of its contractors,subcontractors or consultants or anyone for whom the Client is legally liable. Neither the Client nor Bridging Solutions shall be obligated to indemnify the other party in any manner whatsoever for the other party's own negligence. Limitation of Liability: In recognition of the relative risks and benefits of the Project to both the Client and Bridging Solutions,the risks have been allocated such that the Client agrees,to the fullest extent permitted by law,to limit the liability of Bridging Solutions to the Client for any and all claims,losses,costs,damages of any nature whatsoever or claims expenses from any cause or causes, including attorney's fees and costs and expert-witness fees and costs, so that the total aggregate liability of Bridging Solutions to the Client shall not exceed$50,000 or the project fee,whichever is smaller. It is intended that this limitation apply to any and all liability or cause of action however alleged or arising,unless otherwise prohibited by law. PURSUANT TO FLORIDA STATUTES CHAPTER 558.0035, AN INDIVIDUAL EMPLOYEE OR AGENT OF BRIDGING SOLUTIONS, LLC MAY NOT BE HELD LIABLE FOR DAMAGES RESULTING FROM NEGLIGENCE. Termination of Services: This agreement may be terminated upon 5 days written notice by either party should the other fail to perform his obligations hereunder. In the event of termination, the Client shall pay Bridging Solutions, LLC for all services rendered to the date of termination,all reimbursable expenses,and reasonable termination expenses. Ownership of Documents: All documents produced by Bridging Solutions, LLC under this agreement shall remain the property of Bridging Solutions,LLC and may not be used by the Client for any other endeavor without written consent of Bridging Solutions,LLC. Dispute Resolution: Any claim or dispute between the Client and Bridging Solutions, LLC shall be submitted to non- binding mediation, subject to the parties agreeing to a mediator(s). This agreement shall be governed by the laws of the principal place of business of Bridging Solutions,LLC. Accuracy of Client Documents: The Client shall furnish, at the Client's expense, all information, requirements,reports, data, surveys and instructions required by this Agreement. Bridging Solutions, may use such information, requirements, reports,data, surveys and instructions in performing its services and is entitled to rely upon the accuracy and completeness thereof. Electronic Documents: The Client acknowledges Bridging Solutions'plans and specifications,including all documents on electronic media, as instruments of professional service. Nevertheless, the plans and specifications prepared under this Agreement shall become the property of the Client upon completion of the services and payment in full of the moneys due to Bridging Solutions, LLC. The Client shall not reuse or make or permit to be made any modifications to the plans and specifications without the prior written authorization of Bridging Solutions, LLC. The Client agrees to waive any claim against Bridging Solutions arising from any unauthorized reuse or modification of the plans and specifications. Excluded Services: Services not set forth above in the Scope of Services of this agreement are specifically excluded from the scope of Bridging Solutions' services. Bridging Solutions' assumes no responsibility to perform any services not specifically listed in the Scope of Services. Fiduciary Responsibility: The Client confirms that neither Bridging Solutions, LLC nor any of our subconsultants or subcontractors has offered any fiduciary service to the Client and no fiduciary responsibility shall be owed to the Client by Bridging Solutions, LLC or any of our subconsultants or subcontractors, as a consequence of Bridging Solution's entering into this Agreement with the Client. Cedar Hammock CDD Insurance Proposal 2017-2018 --e-P.:•PY. • 0 •� ��` ' toi Robin Faircloth Public Risk Insurance Agency P 0 Box 2416 Daytona Beach, FL 32115 Phone: 386-252-6176 Fax: 386-239-4049 pRIA rown rown PUBLIC RISK INSURANCE AGENCY CEDAR HAMMOCK CDD PUBLIC RISK INSURANCE AGENCY TABLE OF CONTENTS Overview 1 The Agency of Public Risk Insurance Agency An Introduction to Your Service Team Preferred Governmental Insurance Trust Preferred Board of Trustees and Risk Advisory Members Claims Services&Safety and Risk Management Services General Liability 2 Automobile Liability 3 Public Officials& Employment Practices Liability 4 Broker Recommendation/Premium Recapitulation 5 Notes of Importance Compensation Disclosures Carrier Financial Status Guide to Best's Ratings Items Required Prior to Binding 6 Acceptance of Proposal—Premium Recapitulation Package Application Uninsured Motorist Form Preferred Signature Page Acknowledgement of Non-Admitted Carrier Signed and dated POL Application PRIA PUBLIC RISK INSURANCE AGENCY CEDAR HAMMOCK CDD THE AGENCY Risk Management Associates,Inc.dba Public Risk Insurance Agency(PRIA)has established itself as one of the premier insurance services organizations for public entities in the United States. Our in-depth understanding of the unique risk exposures and operating environment of public entities allows us to tailor insurance products and services to effectively meet their needs. As the only independent insurance agency solely dedicated to the public entity market, we are uniquely qualified to meet and exceed the expectations of our clients. Our 20 years of insuring local governments has afforded us significant experience and insight into the unique challenges and constraints that our clients face. PRIA currently represents over 250 public entities in Florida. PRIA is a wholly owned subsidiary of Brown&Brown, Inc. -the 6th largest independent insurance agency in the United States and 7th largest worldwide as ranked by Business Insurance Magazine. Brown&Brown brings the experience of representing hundreds of public entities nationally in addition to PRIA's focus in Florida. As a Brown&Brown company, PRIA has access to hundreds of insurance markets nationwide and in the international market. With premium volume exceeding$2,500,000,000 Brown&Brown's volume results in a superior negotiating position and leverage with state specific,regional,national,and international insurers. The focus and experience of our team in all of these markets produces superior risk transfer options and risk control expertise for your entity. PRIA develops customized and innovative approaches towards effectively managing your risk. Cost effective insurance products,professional service, and commitment to client's needs are our primary goals. Proof of account satisfaction is reflected by a 97%business retention rate. To fully serve our clientele, Public Risk Insurance Agency can offer coverage for other exposures such as: Bonds Accidental Death&Dismemberment Fiduciary Liability Special Events Primary and Excess Flood Airport Liability Workers' Compensation Aboveground&Underground Petroleum Tank Liability Environmental Liability PRIA PUBLIC RISK INSURANCI?AGENCY CEDAR HAMMOCK CDD AN INTRODUCTION TO YOUR SERVICE TEAM Account Executives Matt Montgomery (386)239-7245 mmontgomery@bbpria.com Executive Vice President Robin Faircloth CISR. ' ` k5rr , 1 Director of Operate Axa ,,a tc i s ry c� iVrYn ._fia.com Paul Dawson, ARM-P (386)239-4045 pdawson@bbpria.com Senior Vice President/Account Executive Michelle Martin'CIC ' � (386)239-4047 Vice President/Account Executive:M-4. Brian Cottrell,CIC,CRM (386)239-4060 bcottrell@bbpria.com Vice President/Account Executive Kyle StoekeI s 5 3;wl ,,ale 0i: e` N AecQunteculy �n . k , ? y ; j 3Vd Michelle Perry b ria Account Executive (386)333 6047 mperry@ by ' .com Service Representatives Brittany O'Brien,CIC,CRM (386)239-8823 bobrien@bbpria.com Risk Management Department Leader Melody Blake,ACS : . • �, , a F S as a F ( a es �anrlie . .: Ace•7+ Re�,�©L7KL,51Y�if�0; 0 ,:� xx_ :,�1 �!, <b ,.�'._g�. ,.,cxs�ks��J•:"s.x.�v`�:-.... .€'�.r"_?, ��+,'��r a.,,.1c, ..,.. Patricia Jenkins,CPSR (386)239-4042 pjenkins@bbpria.com Account Representative (3 86)239-405k1:-:,L; kbryan abbpa,c �, Linda Burtchett (386)239-4043 lburtchett@bbpria.com Account Representative Danielle Cogt0l * t07, E +t{Fd &,�. � 3.r $"�4,�4 (386)235-4 4 hV,�s� ,Account Rep� Christina Carter (386)333-6069 ccarter@bbpria.com Account Representative a4,tea3- ,.r 'Se lACCQ..Utlt „fr"' } f . ,; h i a . :04,10-141C-41:414, r Certificate Requests: certificates@bbpria.com Claim Reporting: claims@bbpria.com Our Service Team philosophy focuses on accountability at all levels of account management. Our goal is not simply to meet your service needs,but to exceed them.All of the employees at PRIA are dedicated to achieving this goal and distinguishing ourselves from the competition. °`°° PRIA WWZn PUBLIC RISK INSURANCE AGENCY - --------- CEDAR HAMMOCK CDD PREFERRED GOVERNMENTAL INSURANCE TRUST (Preferred) OVERVIEW Several hundred members and millions in premiums prove that the Preferred Governmental Insurance Trust®fulfills what Florida needs: an insurance program exclusively customized and dedicated to the public sector. Preferred stays on the forefront of specialized insurance for property, casualty and workers' compensation because it is non-profit and self-governed with a membership comprised solely of Florida public entities. Preferred's history dates back to 1999. Its robust membership and financial strength, including consistent growth of surplus, stem from its conservative platform of managed risk. Preferred is just that:preferred for unmatched public entity experience, innovation, stability and personalized service. Preferred's Member Types Municipalities Counties Special Districts Pubho Schools Charter Schools: Sheriff Departments Housing Authorities Aviation Authorities Transit,Port&Utility Authorities Preferred's Comprehensive Coverages Property Workers' Compensation General Liability Automol ile Liability Automobile Ph ical Damage Law Enforcement Liability • Public Officials Liability Employment Practices Liability Educators' Legal Liability The Power of Groups and People What does a specialized insurance trust do for you? In the case of Preferred, it gives you the purchasing power of a very large trust with billions of covered property values—far more financial negotiating power than a single public entity can muster.As a Preferred member,you are part of a formidable Florida insurance trust. The trust also transfers risks from any one public entity to the larger group. This provides all members of the trust better rating structures with less volatility.Preferred's sole focus on government ensures that members' unique needs are met. :17" PRIA PURI IC RISK INSUISANCF.AGENCY CEDAR HAMMOCK CDD Underwriting and Administration Behind Preferred's underwriting platform are decades of success built on integrity and market relationships. Our team of underwriters' vast insurance expertise enhances the actuarial and scientific data used to underwrite individual risks within the trust. Services delivered are both broad and precise. Reliability is assured. The administrator for Preferred is Public Risk Underwriters of Florida, Inc.® (PRU), Florida's premier public entity specialist of its kind. Preferred's claims administrator is PGCS Claim Services. With more than 25 years in claims experience,PGCS is Florida's foremost governmental third-party administration company. „e „ Public erred Risk ZULL Underwriters of Florida GOVERNMENTALh(4,? S ._ insuruuce Sulfurous Jo, Public Entities 1 � INSURANCE TRUST Claim Services Underwriting Highlights • Diverse risk financing options: guaranteed cost,deductible, self-insured retention, all lines aggregate • Competitive premium discounts based on favorable experience and sound safety practices • Flexibility of coverage design, including mono-line or package basis • Dynamic financial analysis conducted periodically to validate the trust's superior financial standing Administration • General counsel,defense counsel and litigation services by specialists in governmental law • Membership relations for networking and professional development • Legislative Pulse newsletter from Tallahassee-based law firm • Professional marketing that guarantees local agent support, governmental knowledge and an ever- growing group of members • Preferred News—a quarterly publication covering the spectrum of government insurance issues • State filing, accounting and independent CPA audited financials as needed Preferred's Expert Boards Know Your Business Preferred is governed and guided by people working daily in all segments of Florida's public sector–from municipalities to counties to schools to special taxing districts. The Board of Trustees is comprised of elected public officials who work wisely and diligently to set policy, keeping Preferred as the premier public entity insurer of its kind. row o PRIA PUBLIC RISK INSURANCI AGSNCY CEDAR HAMMOCK CDD Preferred Governmental Insurance Trust Board of Trustees Dwight E."Ed"Wolf,II Chair City of Wildwood Mayor F, v . �,v -r s e,, $ " -: d . ` �v ird " Sns4 m ' %X -0,- i ri�' ._ } yy , ., ,, 4 � ' w gh o4 �'Hgy' k Sr. s s liw.^ ,,,,,,-,---;,4�* � , „41Wnx»� €d «1 h _ ,, .,,” 4t �. ., ilkr"«. . �� ya^''..« }t Gulf Cu nty Secretary Commissioner 1Warren Yeager Cl),. , , r. "4-*&` i3� SouthanRii Y'p _ ' � 4 t � 14fi" 2 �P . ..,.,_L; , .‘, .-',4.,,,...1v,..-, s��Vi„Ptt�U „ Fred Hawkins,Jr.. Trustee Osceola County CommissioneLr, - ✓.;,.. .s.. .. ,... :N `6,,.4: ie.., . ,� - : � Snnzr>. : ,. e,,-- •'—',7- � f 5 r s X .l.s- x, ' .s � Kathryn Bryant Alternate Trustee Marion County Commissioner rzrn PRIA PUBLIC RISK INSURANCE AGENCY CEDAR HAMMOCK CDD PREFERRED CLAIMS ADMINISTRATION Preferred Governmental Claim Solutions,Inc. ® (PGCS)is the premier governmental third party claims administrator in the state of Florida and also administers the claims for Preferred Governmental Insurance Trust (Preferred). Since its founding in 1956, PGCS has provided claims administration services exclusively to over 450 governmental entities including schools, cities, towns, counties, community development districts,and fire districts. Therefore,PGCS's adjusters are extremely qualified to handle governmental tort liability and public sector workers' compensation claims. They are experts at investigating and handling police and firefighters presumption claims. PGCS is sensitive to the politics involved in the handling of public entity claims. PGCS's claims administration program consists of workers' compensation, general liability, bodily injury, personal injury, property, auto liability, auto physical damage, employment practices liability, school leaders/educators liability and public officials liability. Their claims staff has over 630 years of combined insurance experience and each has been with PGCS an average of 8 years. Claims are handled under strict supervision in accordance with the PGCS workers' compensation and liability claim handling procedure manuals and the PGCS claim best practices manual. A random sampling of each adjuster's claim files are audited on a monthly basis by a Quality Assurance Manager to ensure compliance. PGCS provides their clients with a dedicated Subrogation Unit to pursue reimbursements from at-fault third parties. Their current recovery rate is fifty-nine (59)percent of the claim costs expended. PGCS also has a dedicated excess reporting and recovery unit for communication to and securing reimbursement from the excess and/or reinsurance carriers. In addition,PGCS provides a state-approved Special Investigation Unit (SIU) to prevent and pursue fraudulent claims. PGCS offers rewards up to $10,000.00 for the arrest and conviction of persons committing workers' compensation fraud. This service is provided via a twenty-four hour seven day a week hotline. PGCS utilizes the RiskMaster system for claims processing. This system captures a wide variety of data, and allows the adjuster to enter an unlimited number of claim notes,process reserve changes, and issue claim payments. Customized reports can be obtained from PGCS's on-line system containing a multitude of data parameters that a client may choose to analyze. The system can be accessed by clients via their website at www.pgcs-tpa.com. Communication with PGCS's clients is the cornerstone of their claims administration program. Professional adjusters, nurses, management, quarterly in-depth claim review meetings, 24/7 claim reporting,utilization of attorneys specializing in public entity defense,litigation management,and return to work programs are just a sample of how PGCS has set the standard for the industry. PGCS is committed to partnering with their clients to provide professional and aggressive claim management programs. While they are recognized as the leader in the industry,PGCS is always striving to improve the quality of their programs and expand the services that they offer. vi° i PRIA PUBLIC RISK INSURANCE AGENCY CEDAR HAMMOCK CDD GENERAL LIABILITY Exclusions,but not limited to: • Expected or intended injury • Contractual Liability • Liquor Liability • Workers' Compensation and similar laws • Employer's Liability • Pollution • Aircraft,Auto or Watercraft • Mobile Equipment • War • Damage to Your Property,Product or Work • Damage to Impaired Property or Property Not Physically Injured • Recall of Products,Work or Impaired Property • Racketeering • Law Enforcement, except for vicarious liability arising out of an act or omission by a law enforcement agency that is not owned, operated or controlled by the "Covered party" if there is a contract with an outside agency to provide law enforcement for your entity. • Asbestos,Mold,Fungi,or Bacteria • Liability arising out of or caused or contributed to by any ownership,maintenance,operation,use,loading, unloading or control of or responsibility for any airfield, airport, aircraft, runway, hangar, building or other property or facility designed for,used,connected,associated or affiliated with or in any way related to aviation or aviation activities; this exclusion does not apply to premises exposure for those common areas open to the public including but not limited to parking areas,sidewalks,and terminal buildings. • Failure or inability to supply or any interruption of any adequate quantity of power, steam,pressure, or fuel • Subsidence,erosion or earth movement. • Hospital/Clinic Medical Malpractice or Health Care Facilities • Professional Health Care Services,but not including emergency medical services for first aid performed by emergency medical technicians,paramedics or Medical Director while in the course and scope of their duties. • ERISA • Actual or alleged illegal discrimination • Injunctive,declaratory or equitable relief • Actual or alleged deterioration,bursting breaking,leaking,inadequacy,design of,control of,maintenance of, or any other alleged responsibility for any structure device, or water course, natural or man-made, including,but not limited to:dams,reservoirs,levees,banks,embankments,gates,canals,ditches,gutters, sewers, aqueducts, channels, culvert, retaining walls, drains, tanks, watershed, or drains, a purpose of which is the containing, carrying, impeding, channeling, diverting, or draining of water or other liquid. Does not apply only as to the bursting or failure of man-made sewer, storm water, grey water or potable water supply pipes owned and maintained by Covered Party. • Sexual abuse after initial discover This proposal is intended to give a brief overview.Higher limits may be available.Please refer to coverage forms for complete details regarding definition of terms,exclusions and limitations. PRIA PUBLIC RISK INSURANCE AGENCY CEDAR HAMMOCK CDD AUTOMOBILE LIABILITY Term: October 1,2017 to October 1,2019 Company: Preferred Governmental Insurance Trust(Preferred) Limits of Liability: (Based on 00 Vehicles) Primary Bodily Injury and Property $1,000,000 Any One Accident—Symbol 8, 9 Damage Liability—Combined Personal Injury Protection $10,000—Statutory—Symbol 5 Medical Payments Not Included Uninsured Motorist Rejected Liability Deductible: $0 Each Accident Coverage and Notes of Importance: 1. Defense Costs are paid in addition to policy limits. 2. Hired and non-owned liability is included. 3. Limits of Liability are subject to Florida Statute 768.28. This proposal is intended to give a brief overview.Higher limits may be available.Please refer to coverage forms for complete details regarding definition of terms,exclusions and limitations. &own la 111 DtAM1 TI kip In PUBLIC RISK INSURANCE AGENCY CEDAR HAMMOCK CDD AUTOMOBILE LIABILITY Description of Covered Auto Designation Symbols: SYMBOL DESCRIPTION 1 = ANY"AUTO" 2 = ALL OWNED "AUTOS" ONLY. Only those "autos" you own and or lease (and for Liability Coverage any"trailers"you don't own while attached to power units you own). This also includes all those "autos" you acquire ownership of after the coverage agreement begins. 3 = OWNED PRIVATE PASSENGER "AUTOS" ONLY. Only the private passenger "autos"you won.This includes those private passenger"autos"you acquire ownership of after the coverage agreement begins. 4 = OWNED"AUTOS"OTHER THAN PRIVATE PASSENGER"AUTOS"ONLY.Only those "autos" you won that are not of the private passenger type (and for Liability Coverage any"trailers" you don't own while attached to power units you own). This includes those"autos"not of the private passenger type you acquire ownership of after the coverage agreement begins. 5 = OWNED "AUTOS" SUBJECT TO NO-FAULT. Only those "autos" you own and or lease that are required to have No-Fault benefits in the state where they are licensed or principally garaged. This includes those "autos" you acquire ownership of after the coverage agreement begins provided they are required to have No-Fault benefits in the state where they are licensed or principally garaged. 6 = OWNED "AUTOS" SUBJECT TO A COMPULSORY UNINSURED MOTORIST LAW. Only those "autos" you own and or lease that because of the law in the state where they are licensed or principally garaged are required to have and cannot reject Uninsured Motorists Coverage. This includes those "autos" you acquire ownership of after the coverage agreement begins provided they are subject to the same state uninsured motorists requirement. 7 = SPECIFICALLY DESCRIBED "AUTOS". Only those "autos" described in ITEM THREE of the Declarations for which a premium charge is shown (and for Liability Coverage any"trailers" you don't own while attached to any power unit described in ITEM THREE). 8 = HIRED "AUTOS" ONLY. Only those "autos" you hire rent or borrow. This does not include any "auto" you lease, hire, rent, or borrow from any of your employees or partners or members of their households. 9 = NONOWNED "AUTOS" ONLY. Only those "autos" you do not own, hire, rent or borrow that are used in connection with your business. This includes"autos"owned by your employees or partners or members of their households but only while used in your business or your personal affairs. This proposal is intended to give a brief overview.Higher limits may be available.Please refer to coverage forms for complete details regarding definition of terms,exclusions and limitations. PRIA PUBLIC RISK INSLRANCE AGENCY CEDAR HAMMOCK CDD PUBLIC OFFICIALS LIABILITY EMPLOYMENT PRACTICES LIABILITY Term: October 1, 2017 to October 1,2018 Company: Indian Harbor Insurance Company (Rated A XV by A.M. Best) Form: Claims Made Retroactive Date: Full Prior Acts Limit of Liability: Retentions: Public Officials Management $ 1,000,000 $ 2,500 Employment Practices Liability $ 1,000,000 $ 10,000 Policy Aggregate $ 1,000,000 Non-Monetary Coverage-Defense Only $ 25,000 $ 2,500 Non-Monetary Coverage-Defense Agg $ 50,000 Crisis Management $ 25,000 $ 5,000 Applicable forms, including but not limited to: PN9052 Florida Policyholder Notice DRWN POL 1005 Public Officials and Employment Practices Liability Policy Declarations SAA-100 Schedule of Policy Forms and Endt's DRWN POL 1000 Public Officials and Employment Practices Liability Policy PGU 1110 Community Development Districts-Additional Exclusions 51006 DSI Service of Suit PGU 1007 Specific Person or Entity Exclusion PGU 1052 Minimum Earned Premium Upon Cancellation Public Officials Liability Notes of Importance: 1. Defense costs are within policy limit unless specified otherwise. 2. Extending Reporting period options may be available. 3. Premium is not audited. 4. Premium is 25%minimum earned. 5. Premium is minimum and deposit, subject to audit. 6. No flat cancellations. Subject to: 1. Completed and signed application. 2. Satisfactory inspection. 3. Signed TRIA form. This proposal is intended to give a brief overview.Higher limits may be available.Please refer to coverage forms for complete details regarding definition of terms,exclusions and limitations. rcm PRIA PUOLIC RISK JNSURANCI,AGENCY CEDAR HAMMOCK CDD PUBLIC OFFICIALS LIABILITY EMPLOYMENT PRACTICES LIABILITY Claims Made Policy: When a policy is on a claims-made basis, coverage triggers based on the actual filing date or receipt of the claim, in addition to the date of loss or injury. It handles any insured loss or claim filed during the policy period, regardless of when the actual loss or injury occurred, subject to the retroactive date on the declarations. Claims-made coverage applies only to covered losses that occur after the retroactive date. Extended Reporting Periods: Indian Harbor Insurance Company provides the following Extended Reporting Periods options in the event coverage is cancelled or non-renewed: Basic Extended Reporting Period — continued coverage granted for a period of 60 days following the effective date of termination or nonrenewal, but only for Claims first made during the 60 days and arising from Wrongful Acts taking place prior to the effective date of the termination or nonrenewal. Optional Extended Reporting Period — The Public Entity shall have the right to purchase an Optional Extended Reporting Period for up to 3 years following the effective date of the cancellation or nonrenewal, as shown below: o Option 1 —75%for 1 Year o Option 2— 125%for 2 Years o Option 3 — 150%for 3 Years but only for Claims first made during the Optional Extended Reporting Period and arising from Wrongful Acts taking place prior to the effective date of the termination or nonrenewal. This proposal is intended to give a brief overview.Higher limits may be available.Please refer to coverage forms for complete details regarding definition of terms,exclusions and limitations. u'1 PRIA PUBLIC RISK INSURANCE AGENCY CEDAR HAMMOCK CDD PREMIUM RECAPITULATION Annual Premium Check Option Accept Reject General Liability $4,500.00 ❑ Automobile Liability $500.00 ❑ Two-Year Coverage Agreement* ❑ *Please refer to the next page for details on the Two-Year Offer Public Officials/Employment Practices Liability $2,200.00 '- ❑ TRIA $35.00 191 0 I authorize PRIA to request the underwriters to bind coverage on the items indicated above and acknowledge receipt of the Compensation and Financial Condition Disclosure(s)provided in this proposal. ignature) .lustin FaircInth -Assistant Senretary (Name&Title) (846-1 PRIA PUBLIC RISK INSURANCE AGENCY CEDAR HAMMOCK CDD Preferred 2-Year Option IMPORTANT NOTE: Preferred's quote covers two (2) annual twelve month periods, from 10/01/2017 12:01:00 AM to 10/01/2018 12:01:00 AM and from 10/01/2018 12:01:00 AM to 10/01/2019 12:01:00 AM. The following conditions apply in addition to all other conditions of this quote: A. All Aggregate limits reset for the period 10/01/2018 12:01:00 AM to 10/01/2019 12:01:00 AM. Losses applying to one annual coverage period will not erode the aggregate limits of another annual coverage period. B. The premium for the period 10/01/2018 12:01:00 AM to 10/01/2019 12:01:00 AM will be determined based on updated exposure values for the period. C. Rates for the period 10/01/2018 12:01:00 AM to 10/01/2019 12:01:00 AM will be identical to those for the period commencing 10/01/2017 12:01:00 AM unless OIR approves a WC rate reduction effective during the 10/01/17 to 10/01/18 period. In the event of an approved workers' compensation rate decrease, we will honor the reduced rates for the second twelve month installment. Premiums in any case are subject to the following: 1. NCCI Experience modification factors will be applied as promulgated. 2. Changes to Schedules: Property, Inland Marine, and Automobile 3. Payroll 4. Number of Employees D. Due to scheduled changes in rating algorithms, there may be some fluctuation in property premium per location, however, the composite property rate for the building & contents schedule will remain the same. E. In the event of cancellation of any line of business within 90 days after the first day of either annual coverage period, the premium for such line(s) shall be 25% minimum earned. In the event of cancellation of any line of business following the initial 90 days of each annual coverage period, a penalty equal to 60 days premium of such line(s)of business shall become earned, any provision of the agreement to the contrary notwithstanding. . 1. This penalty is earned and payable regardless of when notice of such cancellation is given, or the effective date of such cancellation. w PRIA PUBLIC RISK INSURANCE,AGENCY CEDAR HAMMOCK CDD Notes of Importance: 1. Quotes provided in the proposal are valid until 10/01/2017. After this date terms and conditions are subject to change by the underwriters. 2. Preferred is not subject to the Florida Insurance Guaranty Act,in the event it becomes unable to meet its claims payment obligations. However, insured is named on excess of loss policies. 3. Some of the Carriers of the Preferred excess of loss policies are issued pursuant to the FL Surplus Lines laws. Entities insured by surplus lines carriers do not have the protection of the FL Insurance Guaranty Act to the extent of any right of recovery for the obligation of an insolvent,unlicensed insurer. 4. Quote is subject to review and acceptance by Preferred Board of Trustees. 5. Premiums are subject to change if all lines of coverage quoted are not bound. Premiums are due upon binding. 6. Not all coverages requested may be provided in this quotation. 7. Flood quotes from NFIP may be available.Please advise your agent if you have property located in zones A or V and would like to have separate NFIP quotes. 8. The total premium is due within 30 days of inception. Premium financing can be arranged if needed. 9. Quote is not bound until written orders to bind are received from the insured and the Trust/Company subsequently accepts the risk. 10. Should signed application reveal differing details/data than original application received, the entire quote/binder is subject to revision and possible retraction. 11.Higher limits of liability may be available.Please consult with your agent. 12. This proposal is based upon exposures to loss made known to the Public Risk Insurance Agency. Any changes in exposures(i.e. new operations,new acquisitions of property or change in liability exposure) need to be promptly reported to us in order that proper coverage may be put into place. 13.This proposal is intended to give a brief overview. Please refer to coverage agreements for complete information regarding definition of terms,deductibles, sub-limits, restrictions and exclusions that may apply. In the event of any differences,the policy will prevail. PRIA PURIK RISK R SURANCE AGENCY CEDAR HAMMOCK CDD Retail Compensation Disclosure In addition to the commissions or fees received by us for assistance with the placement, servicing, claims handling, or renewal of your insurance coverages, other parties, such as excess and surplus lines brokers, wholesale brokers, reinsurance intermediaries, underwriting managers and similar parties, some of which may be owned in whole or in part by Brown&Brown, Inc.,may also receive compensation for their role in providing insurance products or services to you pursuant to their separate contracts with insurance or reinsurance carriers. That compensation is derived from your premium payments.Additionally, it is possible that we,or our corporate parents or affiliates, may receive contingent payments or allowances from insurers based on factors which are not client-specific, such as the performance and/or size of an overall book of business produced with an insurer. We generally do not know if such a contingent payment will be made by a particular insurer, or the amount of any such contingent payments, until the underwriting year is closed. That compensation is partially derived from your premium dollars, after being combined(or"pooled")with the premium dollars of other insured's that have purchased similar types of coverage. We may also receive invitations to programs sponsored and paid for by insurance carriers to inform brokers regarding their products and services, including possible participation in company-sponsored events such as trips,seminars, and advisory council meetings, based upon the total volume of business placed with the carrier you select. We may,on occasion,receive loans or credit from insurance companies.Additionally, in the ordinary course of our business,we may receive and retain interest on premiums you pay from the date we receive them until the date of premiums are remitted to the insurance company or intermediary. In the event that we assist with placement and other details of arranging for the financing of your insurance premium, we may also receive a fee from the premium fmance company. Questions and Information Requests: Should you have any questions or require additional information, please contact this office at 386-252-6176 or, if you prefer, submit your question or request online at http://www.bbinsurance.com/customerinquiry.shtml. �r PRIA PUBLIC RISK INSURANCE AGENCY CEDAR HAMMOCK CDD PREFERRED Compensation Disclosure We appreciate the opportunity to assist with your insurance needs. Information concerning additional compensation paid to other entities for this placement and related services appears below. Please do not hesitate to contact us if any additional information is required. Our office is owned by Brown&Brown, Inc. Brown&Brown entities operate independently and are not required to utilize other companies owned by Brown&Brown,Inc.,but routinely do so. For the 2017 — 2018 policy year, your insurance was placed with Preferred Governmental Insurance Trust (Preferred).Preferred is an insurance trust formed by Florida public entities through an Interlocal Agreement for the purpose of providing its members with an array of insurance coverages and services. Preferred has contracted with entities owned by Brown & Brown, Inc. to perform various services. As explained below, those Brown&Brown entities are compensated for their services. Preferred has contracted with Public Risk Underwriters(PRU),a company owned by Brown&Brown, Inc., to administer Preferred's operations. The administrative services provided by PRU to Preferred include: • Underwriting • Coverage review • Marketing • Policy Review • Accounting • Issuance of Preferred Coverage Agreements • Preferred Member Liaison • Risk Assessment and Control Pursuant to its contract with Preferred,PRU receives an administration fee,based on the size and complexity of the account, of up to 12.5% of the premium you pay to Preferred. PRU may also receive commissions from insurance companies with whom it places your coverage, which commissions are derived from the premium you pay to Preferred.Multiple underwriters may be involved in the placement of your coverage. If so,they also may be compensated for their services from the premium you pay to Preferred. Preferred has also contracted with Preferred Governmental Claims Solutions(PGCS),a company owned by Brown&Brown,Inc.,for purposes of administering the claims of Preferred members. The services provided by PGCS to Preferred may include: • Claims Liaison with Insurance Company • Claims Liaison with Preferred Members • Claims Adjustment PRIA PURIJC RISK INSURANCE AGENCY CEDAR HAMMOCK CDD PREFERRED Compensation Disclosure (continued) Pursuant to its contract with Preferred,PGCS receives a claims administration fee for those accounts which PGCS services of up to 5%of the non-property portion of the premiums you pay to Preferred. Preferred also utilizes wholesale insurance brokers, some of which(such as Peachtree Special Risk Brokers and MacDuff Underwriters)are owned by Brown&Brown,Inc., for the placement of Preferred's insurance policies, and for individual risk placements for some Preferred members (excess and surplus lines, professional liability coverage, etc.).The wholesale insurance broker may provide the following services: • Risk Placement • Coverage review • Claims Liaison with Insurance Company • Policy Review • Current Market Intelligence The wholesale insurance broker's compensation is derived from your premium, and is largely dictated by the insurance company.It typically ranges between 10%and 17%of the premiums you pay to Preferred for your coverage. Some wholesale brokers used by Brown&Brown to place your coverage may also act as Managing General Agents for various insurance companies, and may be compensated directly by those insurance companies for their services in placing and maintaining coverage with those particular companies. The wholesale insurance brokerage utilized in the placement of property insurance was Peachtree Special Risk Brokers, which is a company owned by Brown & Brown Inc. Furthermore, any professional liability coverage afforded by the package of insurance you purchased was acquired through Apex Insurance Services, which is also a company affiliated with Brown&Brown Inc. a PRIA PUOIIC RISK INSURANCE.AGENCY CEDAR HAMMOCK CDD Wholesale Business Compensation Disclosure Wholesale Broker/Managing General Agent: MacDuff Underwriters,Inc. This intermediary is owned in whole or part by Brown &Brown, Inc., the parent company of Public Risk Insurance Agency. Brown & Brown entities operate independently and are not required to utilize other companies owned by Brown & Brown, Inc., but routinely do so. In addition to providing access to the insurance company, the Wholesale Insurance Broker/Managing General Agent may provide additional services including, but not limited to: underwriting; loss control; risk placement; coverage review; claims coordination with insurance company;and policy issuance. Compensation paid for those services may be up to 15%of the premium you pay for coverage, and any compensation paid for those services is derived from your premium payment. PRIA PUBIIC RISK INSURANCE AGENCY CEDAR HAMMOCK CDD NOTICE OF CARRIER FINANCIAL STATUS Risk Management Associates, Inc. dba Public Risk Insurance Agency, and its parent company, Brown & Brown,Inc. (collectively"Brown&Brown")do not certify,warrant or guarantee the financial soundness or stability of any insurance carrier or alternative risk transfer or pooling entity. We endeavored to place your coverage with an insurance carrier with an A.M. Best Company financial rating of"A-" or better.* While Brown&Brown cannot certify, warrant or guarantee the financial soundness or stability of any insurance carrier or alternative risk transfer or pooling entity or otherwise predict whether the financial condition of any such entity might improve or deteriorate, we are hereby providing you with notice and disclosure of financial condition so that you can make an informed decision regarding the placement of coverage. Accordingly,with receipt of this notice you acknowledge the following with regard to the placement and any subsequent renewal of the coverage indicated below: • Brown & Brown may have other options for your insurance placement, including quotations with insurance carriers holding an"A-"or better rating from A.M. Best Company.Alternative quotes may be available with an A-or better rated carrier upon your request. • Coverage is being placed through Preferred Governmental Insurance Trust("Preferred"),which is as a Florida local government self-insurance fund established pursuant to Section 624.4622, Florida Statutes, as such Preferred is not rated by the A.M. Best Company. • Preferred is not subject to the protections afforded by any state guaranty fund or association. • The financial condition of insurance companies and other coverage providers including local government self-insurance funds like Preferred may change rapidly and that such changes are beyond the control of Brown&Brown. • You should review the financial and membership information from Preferred and agree to abide by the conditions of membership established by Preferred. • You should consider the information provided, including the Preferred coverage quote and coverage placement and review it with your accountants, legal counsel and advisors. Named Insured: Cedar Hammock CDD Policy Number: PK2FL1 011480717-10 Policy Period: 10/1/2017-10/1/2019 Date of Notice: 9/19/2017 *A.M.Best Rating Guide: Rating for Stability: A-H-to D=Highest to lowest rating Rating for Assets/Surplus: 15 to 1-Largest to smallest rating )_64rin PRIA PUBLIC RISK INSURANCE AGENCY CEDAR HAMMOCK CDD Guide to Bests Ratings Best Category I Rating I Description Secure A++ Superior Secure A+ Superior Secure A Excellent Secure A- Excellent Secure B++ Very Good Secure B+ Very Good Vulnerable B Fair Vulnerable B- Fair Vulnerable C++ Marginal Vulnerable C+ Marginal Vulnerable C Weak Vulnerable C- Weak Vulnerable D Poor Vulnerable E Under Regulatory Supervision Vulnerable F In Liquidation Vulnerable S Rating Suspended Not Rated NR-1 Insufficient Data Not Rated NR-2 Insufficient Size and/or operating experience Not Rated NR-3 Rating Procedure Inapplicable Not Rated NR-4 Company Request Not Rated NR-5 Not Formally Followed Rating Modifier u Under Review Rating Modifier q Qualified Affiliation Code g Group Affiliation Code p Pooled Affiliation Code r Reinsured Guide to Best's Financial Size Categories Reflects size of I Less than$1,000,000 insurance company II $1,000,000-$2,000,000 based on their III $2,000,000-$5,000,000 capital,surplus IV $5,000,000-$10,000,000 and conditional V $10,000,000-$25,000,000 reserve funds in VI $25,000,000-$50,000,000 U.S.dollars. VII $50,000,000-$100,000,000 VIII $100,000,000-$250,000,000 IX $250,000,000-$500,000,000 X $500,000,000-$750,000,000 XI $750,000,000-$1,000,000,000 XII $1,000,000,000-$1,250,000,000 XIII $1,250,000,000-$1,500,000,000 XIV $1,500,000,000-$2,000,000,000 XV Greater than$2,000,000,000 Public Risk Insurance Agency always strives to place your coverage with highly secure insurance companies.We cannot, however,guarantee the financial stability of any carrier. Nr PRIA PUBLIC RISK INSURANCE AGENCY Public Risk Underwriters Public Entity Application Preferred PO Box 9584New Member Application Lake Mary,FL 32795-8455 Phone: 321-832-1450 Coverage Term 10101120170-010/0112019 Pi1T, Sl IEN/ALi Fax: 321-832-1489 Page 1 General Member Information ' Name:Cedar Hammock CDD Mailing:do Severn Trent Management Services 210 N.University Drive,Suite 702 City/State/Zip: Coral Springs,FL 33071 Physical: City/State/Zip: Member Contact::Information. Additional Member Information.. Contact: Paula Davis FEIN:65-0965907 NCCI Risk ID: Title: Insurance coordinator Population 1998 Phone#:954-753-5841 Fax#:954-345-1292 County: Collier Email: Member Type:Developed Community Development District AgencyInformation Agency Contact Information Agency:PRIA-Daytona Contact:Karen Bryan Address:P.O.Box 2416 Phone#:386-239-4056 Fax#: City/State/Zip: Daytona Beach,FL 32115 Email: kbryan@bbprla.com Phone#: 386.252-6176 Fax#:386-239-4049 CERTIFICATION The undersigned being authorized by,and acting on behalf of the applicant and all persons/concerns seeking insurance,has read and understands this Application,including any appendices and/or supplements,and declares that all statements set forth herein are true,complete and accurate. The undersigned acknowledges and agrees that the submission and the Trust's receipt of such written report,prior to the inception of the coverage agreement applied for,is a condition precedent to coverage. the signing of this Application does not bind the undersigned to purchase the coverage,nor does the review of same bind The Trust to Issue a coverage agreement. This application shall be the basis of the contract,should one be Issued. This Application must be signed by the"Ranking Elected(Appointed Official"of the Entity making the application(e.g.Chair, President,Superintendent or Executive Director of the Educational Entity)or the Risk Manager(or ranking official)assigned this function. '7s�e.t� q� / /� �f; i,tra / 'l. ; • C4c"/t/.'C�� Justin Fairclath -Assitant sSecr43tary ` fti '=� � NOTICE TO APPLICANT For your protection,the following Fraud Warning is required to appear on this application: FLORIDA FRAUD STATEMENT Any person who knowingly and with intent to injure,defraud or deceive any insurer,files a statement of claim or an application containing any false,incomplete or misleading information Is guilty of a felony of the third degree. COVERED PARTY: Cedar Hammock Community Development District 1r [erred AGREEMENT NO.: PK2FL1 0114807 17-10 ;NSURANCE TRUST AGREEMENT PERIOD: 10/01/2017 to 10/01/2019 YOU ARE ELECTING NOT TO PURCHASE CERTAIN VALUABLE COVERAGE WHICH PROTECTS YOU AND YOUR FAMILY OR YOU ARE PURCHASING UNINSURED MOTORISTS LIMITS LESS THAN YOUR BODILY INJURY LIABILITY LIMITS WHEN YOU SIGN THIS FORM. PLEASE READ CAREFULLY. Uninsured Motorist coverage provides for payment of certain benefits for damages caused by owners or operators of uninsured motor vehicles because of bodily injury or death resulting there from. Such benefits may include payments for certain medical expenses,lost wages,and pain and suffering,subject to limitations and conditions contained in the Coverage Agreement. For the purpose of this coverage,an uninsured motor vehicle may include a motor vehicle as to which the bodily injury limits are less than your damages. Florida law requires that automobile liability coverage agreements include Uninsured Motorist coverage at limits equal to the Bodily Injury limits in your coverage agreement unless you select a lower limit offered by the Trust,or reject Uninsured Motorist entirely. Please indicate whether you desire to entirely reject Uninsured Motorist coverage,or,whether you desire this coverage at limits lower than the Bodily Injury Liability limits of your Coverage Agreement: © a. I hereby reject Uninsured Motorist coverage. ❑ b. I hereby select the following Uninsured Motorist limits which are lower than my Bodily Injury Liability Limits: each person(enter limit if applicable): each accident. ❑ c. I hereby select Uninsured Motorist coverage limits equal to my Bodily Injury Liability limits. (If you select this option disregard the bold face statement above.) ELECTION OF NON-STACKED COVERAGE (Do not complete if you have rejected Uninsured Motorist) You have the option to purchase,at a reduced rate,non-stacked(limited)type of Uninsured Motorists coverage. Under this form if injury occurs in a vehicle owned or leased by you or any family member who resides with you,this Coverage Agreement will apply only to the extent of coverage(if any)which applies to that vehicle in this Coverage Agreement. If an injury occurs while occupying someone else's vehicle,or you are struck as a pedestrian,you are entitled to select the highest limits of Uninsured Motorist coverage available on any one vehicle for which you are a Named Covered Party,covered family member,or covered resident of the Named Covered Party's household. This Coverage Agreement will not apply if you select the coverage available under any other Coverage Agreement issued to you or the Coverage Agreement of any other family member who resides with you. If you do not elect to purchase the non-stacked form,your Coverage Agreement limit(s)for each motor vehicle are added together(stacked)for all covered injuries. Thus,your Coverage Agreement limits would automatically change during the Coverage Agreement term if you increase or decrease the number of autos covered under the Coverage Agreement. ❑ I hereby elect the non-stacked form of Uninsured Motorist coverage. I understand and agree that selection of any of the above options applies to my liability Coverage Agreement and future renewals or replacements of such Coverage Agreement which are issued at the same Bodily Injury Liability limits. If I decide to select another option at some future time,I must let the Trust or my agent know in writing. Signed / l feu6e • (Covered Party) (,r Signed Date; 9-26-17 (Covered Party) PGIT 398(07 05) The brief description of coverage contained in this document Is being provided as an accommodation only and is not intended to cover or describe at Coverage Agreement terms. For more complete and detailed information relating to the scope and limits of coverage,please refer directly to the Coverage Agreement documents. Specimen forms are available upon request. Page 14 PUBLIC ENTITY :4 GOVERNMENTALPreferred NCETTRUST SIGNATURE PAGE Covered Party: Cedar Hammock Community Development District Agreement Number: PK2FL1 0114807 17-10 Coverage Period: From:10/01/2017 to 10/01/2019 I hearby confirm that limits/coverages as shown hereunder,corresponding with the Coverage Agreement,are correct: N/A Property TIV Buildings&Contents Combined N/A Inland Marine Blanket Unscheduled Inland Marine Not Included (Subject to$25,000 any one item excludes Watercraft) Scheduled Inland Marine Not Included Total All Inland Marine Not Included N/A Property TRIA(Terrorism Risk Insurance Act)coverage XAutomobile 0 #of Units-Auto Liability 0 #of Units-Comprehensive 0 #of Units-Collision X I hereby confirm that I have received a copy of Preferred's Current Interlocal Agreement (which was last amended October 1,2004)and amendment A(which was effective October 1,2013). N/A I I confirm having read and agreed to the terms as laid out in the attached Preferred l�_._. . Participation Agreement(which also requires a signature) Please remember that a signed copy of the following are also required: • First Page of Preferred application • Uninsured Motorist Rejection/Election form, if applicable • Professional Liability(POL/EPLI or ELL/EPLI)application, if applicable. itde Assistant Secretary 9-26-17 s..,aturo Title Date ,11 ictin FaircInth Name Please note:Failure to return this signature page could result in cancellation of coverage. The brief description of coverage contained in this document Is being provided as an accommodation only and Is not intended to cover or describe all Coverage Agreement terms, For more complete and detailed Information relating to the scope and limits of coverage,please refer directly to the Coverage Agreement documents. Specimen forms are available upon request. Page 15 CEDAR HAMMOCK CDD STATEMENT ACKNOWLEDGING THAT COVERAGE HAS BEEN PLACED WITH A NON-ADMITTED CARRIER Per Florida Statute, the insured is required to sign the following E&S disclosure: The undersigned hereby agrees to place insurance coverage in the surplus lines market and understands that superior coverage may be available in the admitted market and at a lesser cost. Persons insured by surplus lines carriers are not protected by the Florida Insurance Guaranty Association with respect to any right of recovery for the obligation of an insolvent unlicensed insurer. Cedar Hammock CDD Named Insured 9-26-17 4nature of Insured's Authorized Representative Date Indian Harbor Insurance Company Name of Excess and Surplus Lines Carrier Public Officials&Employment Practices Liability Type of Insurance 10/1/2017 Effective Date of Coverage vin PRIA PIM IC RISK INSURANCE AGGNCY NOTICE TO WEST VIRGINIA APPLICANTS: Any person who knowingly presents a false or fraudulent claim for payment of a loss or benefit or knowingly presents false information in an application for insurance is guilty of a crime and may be subject to fines and confinement in prison. NOTICE TO ALL OTHER STATES: Any person who knowingly and willfully presents false information in an application for insurance may be guilty of insurance fraud and subject to fines and confinement in prison. (In Oregon, the aforementioned actions may constitute a fraudulent insurance act which may be a crime and may subject the person to penalties). NOTICE TO NEW YORK APPLICANTS: Any person who knowingly and with intent to defraud any insurance company or other person files an application for insurance or statement of claim containing any materially false information, or conceals for the purpose of misleading, information concerning any fact material thereto, commits a fraudulent insurance act, which is a crime, and shall also be subject to a civil penalty not to exceed five thousand dollars and the stated value of the claim for each such violation. VI. AUTHORIZED REPRESENTATIVE;APPLICANT'S SIGNATURE: 1. Provide the name and title of the individual designated to receive any and all notices from the insurer concerning any policy issued as a result of this application(please type or print). Name: Paula Davis Title: Insurance Coordinator 2. Attestation: The authorized signer of this application attests to the best of his/her knowledge that statements set forth herein are true; that no fact, circumstance nor situation indicating the probability of a claim or action now known to any entity, official, or employee has not been declared; and it is agreed by all concerned that omission of such information shall exclude any such claim or action from coverage under the insurance being applied for. It is further acknowledged that the signing of this application does not bind the signer to purchase the insurance. However, it is agreed that this Application shall be the basis of the contract and any policy which might be issued. 9-26-17 Authorized Signatory of Entity Date Justin Faircloth -Assistant Secretary Print Name and Title Phone Number VII. AGENCY INFORMATION Agency Name: Public Risk Insurance Agency Contact: Karen Bryan Address P.O.Box 2416 City: Daytona Beach State: FL Zip: 32115 Phone: 386-252-6176 Fax 386-2394049 Will you make surplus lines filings if necessary? Yes❑ No❑ Provide your surplus lines license number: PGU POL REN APP 0417 Page 5 of 5 cht) — , , - . - ..., .1 Om qt„ c•I)sl*,04 / 1 '.-,:.,i - - , ,.,,, , . , . . - • . :;;,,,, - . N"- ID c,,,,,,144 d, -- _ ,,,.. C I r-L*- ' , 0 I ' 4 (\I I ip.-- (0 at ....essalffwergstaa,-....._ t i N mairrz,u. -a)oln. x 7 .7 A I, %f' X \ .•., , m,„ a .ftyllw - ' ,, ',-4. ,' a irszts2;212Erfaat , , ,, I ,. . k, ';-'' '1:7', '''' '• `;`'- ;',"., ' . , • i '1. 1 '.. ' ' , ' '' • 3 ;ipmf, -• ' • f .., . 4 ... , 4 f /4 1 A' / / „ a . a , ' 4 . ' ./i, ..4% ,,...,:1,,,,,-,,,,,,,,,•;. - „..• ,...., 1 :-..r,i,44_,-.4','-‘4,,,.4- , I, .r...,0- -, - , - ,,,, 1 , ), .. ._.i,,, , 1,, , , i! -,-,. t. t , , t 1, 1 - i ,,, i I ,4, - ' 1 T, .41 (...). a ' . 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C4 CI) C (1) -c a ., .. _. ., A I . -„, , $ '1 i I :r-f • '.1 1 ' • C) O.• I 1 ' ? nom V./2/1111 "Vin all l' 747 1 ' ' , ,i.- ,,- 7.1i , C\I C(*.5 acil (3e). _ , . _ .4.... 4C p , ' f'Mil 1. 4 0441011 . . _ , .e., * I., ' ' /-; a) a) c , , .., , . , CN C3) CL r i timi • ' VII illa ' I : -1 V i ; - ..d Vir i -k,... .5- _, .,,, , , .. . ,f;1;- .......... c 1.c co • aii) ..c _... 1111111111M1 I X 1,1 flaw=vow_ 1 ' -11Pol allr il •71,rit • -V :',f ,-fr :T.., '44 _ ,...,„, ... — 0 Q. co ...... .... ci) I a: .. , , . r. • - . r ' 1 4.....0 S. ........... = u RI.v •NM $ . Y 0 Q c pu v ...,. 0 ...... LI •..... .........., — 0) ....c .1._ . Iwo) .. 0 0) •....... Irls",..11111W":., '. ••••., -0 Arialgif ' (13 . L.... (1) LT,71.4-,. 1 -.f4 •4•■••• - (I) ADVANCED Door and Gate, Inc. INVOICE WWW.ADVANCED-DOORS.COM 932 Hidden Terrace Rd. INVOICE #0798 Naples, FL 34104 DATE: June 26, 2017 P: 239-289-4441 F: 239-963-1160 AdvancedDoorFlorida@yahoo.com TO: FOR: Gate Service Cedar Hammock CDD C/O Justin Faircloth 8660 Cedar Hammock Blvd. Naples, FL 34112 Description: Check automatic gate system on 951 exit due to vehicular damage. Determine slave side operator chassis twisted. Straighten out to best ability, adjust motor mounts, adjust limit switches. Advise to replace operator. (21/2) Hour: $200.00 Total: $200.00 Make all checks payable to ADVANCED Door and Gate, Inc. Payment is due within 30 days. THANK YOU FOR YOUR BUSINESS! Proposal ADVANCED Door and Gate, Inc. 932 Hidden Terrace Rd. Naples, FL 34104 Proposal 4037 Date of proposal 6/26/17 Customer Cedar Hammock CDD C/O Justin Faircloth 8660 Cedar Hammock Blvd. Naples, FL 34112 This is a proposal to install a new gate operator on the 951 exit due to vehicular damage (1) DKSso11OV swing gate operator with control arm, mounting hardware (1)Labor to install, wire, remove existing equipment Total with tax, installation: $2,690.00 *Prices valid for 60 days *1-2 weeks order/install time The prices, specifications, and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. x Kevin Krett ADVANCED Door and Gate, Inc. P:239-289-4441 F:239-963-1160 E:AdvancedDoorFlorida@yahoo.com W WW.ADVANCED-DOORS.COM Florida Fish and Wildlife Conservation Commission - Grass Carp Information Grass carp are fish imported from Asia for use in controlling aquatic vegetation. One of the few fish species which eat plants, grass carp may provide a low-cost, long-term, herbicide-free means of dealing with problem plants in your pond or lake. The designation of triploid signifies that they have been genetically altered at hatcheries to prevent the fish from spawning in Florida waters. A United States Fish and Wildlife Service inspection program helps certify the ploidy of the fish based on a procedure developed by Florida fisheries biologists (Wattendorf, Robert 3., 1986. Rapid Identification of Triploid Grass Carp with a Coulter Counter and Channelyzer. Progressive Fish-Culturist. 48(2):125-132) Do you really have a plant problem? Plants are a natural part of Florida lakes. Aquatic vegetation provides areas used for feeding, reproduction and shelter for numerous species of fish, amphibians, reptiles and birds. Often, plant problems in ponds and lakes are due to invasive, exotic species such as hydrilla, which have no natural enemies in Florida. It is in everyone's interest to prevent these plants from spreading. Fisheries biologists recommend up 30 to 50 percent plant coverage as a healthy balance. If your pond or lake has fewer plants than this, you may not even have a problem. Are triploid grass carp the answer? To best determine whether triploid grass carp can solve your plant problem you must answer the following questions: What type of plant is causing this problem? Triploid grass carp have definite preferences for certain types of plants. Others they will not eat at all. To identify your problem plants contact the Invasive Plant Management field office nearest you. A black and white handout that you can easily print to help you identify common Florida aquatic plants'8is also available. What are my other plant-control options? There are two other plant control options which can be used either separately or in conjunction with grass carp. Mechanical control uses machinery to harvest and remove the problem vegetation from the water. Chemical control (herbicides) can be more specific to a particular type of plant and, like mechanical control, can target specific areas within the water body. Note: Using mechanical or chemical control may require a permit from the Invasive Plant Management Section. What do I need to know about triploid grass carp? Cost: Triploid grass carp cost between $5 and $15 each and are usually stocked at three to ten fish per acre, resulting in costs as low as $15 per acre. In comparison, herbicides cost between $100 and $500 per acre and mechanical control may cost more than twice that. Time: Grass carp usually take six months to a year to be effective in reducing problem vegetation, although they provide much longer term control than other methods, often up to five years before restocking is necessary. When used in conjunction with an initial herbicide treatment, control of problem vegetation can be achieved quickly, and fewer carp are required to maintain the desired level of vegetation. Overstocking: Once stocked in a lake or pond, carp are very difficult to remove. If overstocking occurs, it may be ten years or more before the vegetation community recovers. Even after carp are removed, other herbivores such as turtles may prevent the regrowth of vegetation. Water Clarity: Aquatic plants remove nutrients in the water. When plants are removed, nutrients may then be utilized by phytoplankton, turning the water green. Clarity may be improved by reducing or eliminating sources of nutrients into the lake such as road runoff and lawn fertilizer. Inflows/Outflows: It is in the best interest of people stocking carp to keep them in the desired lake or pond. It is also a required condition of the permit. Any inflows or outflows through which carp could escape into other waters require barriers to prevent fish from escaping into waters not permitted. II Cedar Hammock Community Development District Financial Report August 31,2017 Prepared by SEVERN TRENT CEDAR HAMMOCK Community Development District Table of Contents FINANCIAL STATEMENTS Balance Sheet Page 1 Statement of Revenues,Expenditures and Changes in Fund Balances General Fund Page 2-3 SUPPORTING SCHEDULES Non-Ad Valorem Special Assessments Page 4 Cash and Investment Report Page 5 Suntrust Bank Reconciliation Page 6 Check Register Pages 7 Cedar Hammock Community Development District Financial Statements (Unaudited) August 31, 2017 CEDAR HAMMOCK Community Development District General Fund Balance Sheet August 31,2017 ACCOUNT DESCRIPTION TOTAL ASSETS Cash-Checking Account $ 130,832 Investments: Certificates of Deposit-12 Months 201,601 Certificates of Deposit-18 Months 100,337 Money Market Account 130,023 Prepaid Items 657 Deposits 1,359 it TOTAL ASSETS $ 564,809 LIABILITIES Accounts Payable $ 293 Accrued Expenses 658 TOTAL LIABILITIES 951 FUND BALANCES Nonspendable: Prepaid Items 657 Deposits 1,359 Assigned to: Operating Reserves 38,371 Reserves-Bridges 103,180 Reserves-Bulkheads 97,692 Reserves-Lakes 14,995 Reserves-Roadways 287,231 Unassigned: 20,373 TOTAL FUND BALANCES $ 563,858 TOTAL LIABILITIES 8 FUND BALANCES $ 564,809 Report Date:9/28/2017 Page 1 CEDAR HAMMOCK Community Development District General Fund Statement of Revenues, Expenditures and Changes in Fund Balances For the Period Ending August 31, 2017 ANNUAL ADOPTED YEAR TO DATE YEAR TO DATE VARIANCE($) ACCOUNT DESCRIPTION BUDGET BUDGET ACTUAL FAV(UNFAV) REVENUES Interest-Investments $ 2,017 $ 1,849 $ 2,972 $ 1,123 Special Assmnts-Tax Collector 279,653 279,653 279,650 (3) Special Assmnts-Discounts (11,186) (11,186) (10,283) 903 TOTAL REVENUES 270,484 270,316 272,339 2,023 EXPENDITURES Administration ProfServ-Engineering 15,000 13,750 22,806 (9,056) ProfSery-Legal Services 2,000 1,834 1,293 541 ProfServ-Mgmt Consulting Sery 36,200 33,184 29,201 3,983 ProfServ-Property Appraiser 4,195 4,195 4,195 - ProfServ-Special Assessment 2,855 2,855 2,855 - ProfServ-Web Site Maintenance 618 618 565 53 Auditing Services 5,000 5,000 5,000 - Postage and Freight 765 701 1,050 (349) Insurance-General Liability 7,500 7,500 7,235 265 Printing and Binding 1,000 916 933 (17) Legal Advertising 1,500 1,500 2,090 (590) Misc-Bank Charges 600 550 611 (61) Misc-Assessmnt Collection Cost 5,593 5,593 5,387 206 Misc-Web Hosting 232 232 - 232 Office Supplies 400 366 - 366 Annual District Filing Fee 175 175 175 - Total Administration 83,633 78,969 83,396 (4,427) Report Date: 9/29/2017 Page 2 CEDAR HAMMOCK Community Development District General Fund Statement of Revenues, Expenditures and Changes in Fund Balances For the Period Ending August 31, 2017 ANNUAL ADOPTED YEAR TO DATE YEAR TO DATE VARIANCE($) ACCOUNT DESCRIPTION BUDGET BUDGET ACTUAL FAV(UNFAV) Field ProfServ-Field Management 1,450 1,450 1,450 - Contracts-Water Mgmt Services 7,200 6,600 6,600 - Contracts-Water Quality 10,910 10,910 - 10,910 Utility-Cameras 1,380 1,265 1,182 83 Electricity-Wells - - 2,841 (2,841) Electricity-Aerator - - 1,233 (1,233) R&M-Lake 3,000 2,750 - 2,750 R&M-Plant Replacement 3,015 2,764 1,593 1,171 Misc-Contingency 18,071 16,566 17,574 (1,008) Capital Outlay 24,825 22,755 22,875 (120) Reserve-Bridges 15,000 15,000 - 15,000 Reserve-Bulkheads 15,000 15,000 45,332 (30,332) Reserve-Lakes 15,000 15,000 442 14,558 Reserve-Roadways 72,000 72,000 241,365 (169,365) Total Field 186,851 182,060 342,487 (160,427) I TOTAL EXPENDITURES 270,484 261,029 425,883 (164,854) Excess(deficiency)of revenues Over(under)expenditures - 9,287 (153,544) (162,831) Net change in fund balance $ - $ 9,287 $ (153,544) $ (162,831) FUND BALANCE,BEGINNING(OCT 1,2016) 717,402 717,402 717,402 FUND BALANCE,ENDING $ 717,402 $ 726,689 $ 563,858 Report Date: 9/29/2017 Page 3 Cedar Hammock Community Development District Supporting Schedules August 31, 2017 CEDAR HAMMOCK Community Development District Non-Ad Valorem Special Assessments (Collier County Tax Collector-Monthly Collection Distributions) I For the Fiscal Year Ending September 30, 2017 Discount/ County Gross Date Net Amount (Penalties) Expense Amount Received Received Amount Amount Received Assessments Levied $279,650 Allocation % 100% 11/01/16 $ 3,168 $ 180 $ 65 $ 3,413 11/16/16 63,808 2,702 1,302 67,813 11/29/16 101,089 4,298 2,063 107,450 12/15/16 62,958 2,607 1,285 66,850 12/30/16 8,398 269 171 8,838 01/30/17 8,213 194 168 8,575 03/02/17 4,397 63 90 4,550 03/29/17 5,474 14 112 5,600 04/28/17 5,327 (11) 109 5,425 06/09/17 442 (13) 9 438 06/14/17 707 (21) 14 700 TOTAL $ 263,980 $ 10,283 $ 5,387 $ 279,650 % COLLECTED 100.00% TOTAL OUTSTANDING $ - Report Date:9/28/2017 Page 4 CEDAR HAMMOCK Community Development District Cash and Investment Report August 31, 2017 General Fund Account Name Bank Name Investment Type Maturity Yield Balance Checking Account-Operating SunTrust Bank Public Funds Now n/a 0.91% $ 130,832 Certificate of Deposit-8030 BankUnited 12 month CD 2/13/18 1.02% 201,601 Certificate of Deposit-6089 BankUnited 18 month CD 3/9/18 1.10% 100,337 Money Market Account BankUnited Public Funds MMA n/a 0.77% 130,023 sub-total MMA 130,023 Total $ 562,793 Report Date:9/28/2017 Page 5 Cedar Hammock CDD Bank Reconciliation Bank Account No. 9995 SunTrust-GF Statement No, 08-17 Statement Date 8/31/2017 GB_Balance(LCY) 130,832.48 Statement Balance 133,408.23 G/L Balance 130,832.48 Outstanding Deposits 0.00 Positive Adjustments 0.00 Subtotal 133,408.23 Subtotal 130,832.48 Outstanding Checks 2,575.75 Negative Adjustments 0.00 Differences 0.00 Ending G/L Balance 130,832.48 Ending Balance 130,832.48 Difference 0.00 Posting Document Document Cleared Date Type No. Description Amount Amount Difference Checks 7/27/2017 Payment 001838 NAPLES DAILY NEWS 224.91 224.91 0.00 7/31/2017 Payment 001839 CONIDARIS BUILDER&GEN CONTRACTO 3,197.50 3,197.50 0.00 8/2/2017 Payment 001840 BRIDGING SOLUTIONS LLC 26,715.60 26,715.60 0.00 8/15/2017 Payment 001841 SEVERN TRENT ENVIRONMENTAL SERVIC 3,652.02 3,652.02 0.00 8/18/2017 ACH DEBIT SUNTRUST-BANK ANALYSIS FEE 44.27 44.27 0.00 8/23/2017 Payment DD0017 Payment of Invoice 001071 57.65 57.65 0.00 Total Checks 33,891.95 33,891.95 0.00 Deposits 8/1412017 DEP00044 Stonegate MMA-Close Account G/L Ac 51,425.24 51,425.24 0.00 8/31/2017 ACH CREDIT SUNTRUST INTEREST INC G/L Ac 89.20 89.20 0.00 Total Deposits 51,514.44 51,51444 0.00 Outstanding Checks i 8/28/2017 Payment 001842 BANKS ENGINEERING INC 1,870.00 0.00 1,870.00 8/28/2017 Payment 001843 CARDNO ENTRIX 600.00 0.00 600.00 8/28/2017 Payment 001844 COMCAST BUSINESS 105.75 0.00 105.75 Total Outstanding Checks 2,575.75 2,575.75 1 Page 6 Bank Account-Check Details Thursday,September 28,2017 Period:08/01/17..08/31/17 Page 1 CEDAR HAMMOCK CDD STSWATER\DCORTES This report also includes bank accounts that only have balances. Bank Account:Date Filter:08/01/17..08/31/17 Check Printed Voided Entry Original Bal. Bal.Account Entry Date Check No. Description Amount Amount Amount Status Entry S Accou No. No. 9995 SunTrust-GF Phone No. 08/02/17 To 001840 BRIDGING SOLUTIONS LLC 26,715.60 26,715.60 0.00 Posted Vendo V00036 871 08/15/17 To 001841 SEVERN TRENT ENVIRONME 3,652.02 3,652.02 0.00 Posted Vendo 6 873 08/23/17 To DD0017 Payment of Invoice 001071 57.65 0.00 0.00 Posted Exporte Vendo V00042 872 08/28/17 To 001842 BANKS ENGINEERING INC 1,870.00 1,870.00 0.00 Posted Vendo 5 874 08/28/17 To 001843 CARDNO ENTRIX 600.00 600.00 0.00 Posted Vendo V00015 875 08/28/17 To 001844 COMCAST BUSINESS 105.75 105.75 0.00 Posted Vendo V00033 876 SunTrust-GF 33,001.02 32,943.37 0.00 Page 7