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01/08/2015 Agenda x7,15 1, Lg (1::9 rg Heritage Bay Community Development Distripct � Board of Supervisors Edwin Hubbard,Chairman Calvin Teague,District Manager Ronald A.Grant,Vice Chairman Gregory Urbancic,District Counsel Dennis Gagne,Assistant Secretary David Wilkison,District Engineer John May,Assistant Secretary Regular Meeting Agenda January 8,2015—9:00 a.m. 1. Roll Call 2. Public Comments on Agenda Items 3. Approval of the Minutes of the December 4,2014 Meeting 4. Old Business A. Pickleball Court Lease B. Umbrella Association Discussions 5. New Business A. Carp Planting Options B. Retaining Wall, Bridge Engineer Report 6. Manager's Report A. Approval of Financials,Check Register and Invoices B. Arbitrage Report—Capital Improvement Revenue Bonds, Series 2005 C. Field Manager's Report D. Follow Up 7. Attorney's Report A. Public Record Requests Article 8. Engineer's Report 9. Supervisors'Requests and Audience Comments 10. Adjournment NOTES:The next meeting is scheduled for March 5,2015 at 9:00 a.m. District Office: Meeting Location: 210 N.University Drive,Suite 702 Heritage Bay Clubhouse Coral Springs,FL 33071 10154 Heritage Bay Boulevard 954-753-5841 Naples,FL Bridging Solutions,LLB BRIDGING 533 Avellino Circle Isles Circle#32102 Naples,FL 34119 WV SOLUTIONS Tel.(239)216-1370 rtiult:'yi'brideit(A SQllljl it1J`.Ci l ,y_R1v_.brio im-scIutitm A)ni Heritage Bay CDD Meeting Agenda January 8,2015 Subject: Heritage Bay Stone Landscape Wall Replacement 1. Temporary Repair Details a. Review the details—see Attachment 1 b. Does the CDD or the property manager have a community maintenance crew to do this? c. If not,any contractor and or handy man can handle this work. 2. See Attachment 2—this is the site survey map prepared by Stantec a. We will use this as a basis for the final design drawings. 3. Alternative No. 1 —Concrete Segmental Block Retaining Wall a. Stone Strong Wall System—see Attachment 3 b. Anchor Block Vertica Wall System—see Attachment 4 c. Estimated cost budget=$420,000 4. Alternatives No.2 and 3—Cast-in-place concrete cantilever wall—see Attachment 5 a. Alternative No.2—Uses a form liner to create the stone wall appearance—see Attachment 6—cost budget—$1.1 mil b. Alternative No. 3—Uses a cast stone veneer over the concrete wall—see Attachment 7— cost budget=$1.3 mil 5. Alternative No.4—Rebuild Wall with Existing Stones a. See Attachment 8 b. Cost budget=$550,000 c. We reviewed this alternative with a stone wall contractor to confirm the feasibility d. This budget number would need to re-evaluated in detail during final design due to • potential contingencies that include: i. Desired amount of batter in the front face(10 to 26 degrees) ii. A decision from the Board whether to establish the same wall height/length iii. Decision to bring in additional similar stones or use concrete in the rear face 6. Review Evaluation Matrix—see Attachment 9 7. Let's take a straw poll of the Board on the preferred alternative 8. Questions? 9. Project planning steps for final design and construction a. Perform final design of wall—includes at soil sampling and geotechnical report b. Develop preliminary plans and detailed cost estimate c. Permitting d. Final construction drawings and specifications e. Bidding f. Construction We design bridges to fit your site and budget. HERITAGE BAY STONE LANDSCAPE WALL REPLACEMENT STUDY REPORT COLLIER COUNTY, FL DECEMBER 29, 2014 � a �`�" ,"3:.>. �_.. �.°,�.,` ,..._ �"� V L I. ,'�`�"i`["n�y 3�: ,'4a V9s �6•ri'l•�sfi s.:z �'l�d„:°"' , � �T T �t{ a ''iQs� tk :., ' i r_ a' • Prepared for: Prepared by: Heritage Bay CDD Bridging Solutions, LLC c/o Severn Trent Management Services 533 Avellino Isles Circle#32102 5911 Country Lakes Dr, Naples, FL 34119 Ft. Myers, Florida 33905 T ,�� Digitally signed by Ralph H BRIDGING ...............N s� .,,� Verrastro PE 39784 SOLUTIONS �,.��?• NSF -•.O DN:cn=Ralph Verrastro PE 39784,o=Bridging No.39784 *=Solutions,LLC,ou=Bridge =1t: * Engineering Department, = o. STATE OF 'a �•'• F P �cc``'� email=ralph@bridging- %D,r • CORio ��\; solutions.com,c=US Date:2014.12.29 11:16:18 ION A' ,l,S E 05'00' • s , A _ sae, fi=t Wall Replacement Study Report Tab 1—Temporary Repair Detail Tab 2—Site Plan Tab 3—Alternative 1 • Concrete Segmental Block Retaining Wall Tab 4—Alternative 2 and 3 • Cast-in-Place Concrete Cantilever Retaining Wall (Stone Form Liner Face) • Cast-in-Place Concrete Cantilever Retaining Wall (Cast Stone Veneer Facing) Tab 5—Alternative 4 • Stone Gravity Wall (Using Existing Stones) BRIDGING SOLUTIONS Bridging Solutions,LLC 533 Avellino Isles Circle 432102 BRIDGING Naples,FL 34119 SOLUTIONS Tel.(239)216-1370 Mr ralph@bridgmg-solutions.com www.brideina-solutions.com December 29, 2014 Calvin Teague,District Manager Heritage Bay CUD c/o Severn Trent Management Services 5911 Country Lakes Dr. Ft. Myers, FL 33905 RE: Stone Landscape Wall Replacement Study Report Heritage Bay,Collier County,Florida Dear Mr.'Teague: 1. EXECUTIVE SUMMARY The existing stone landscape walls adjacent to the arch bridge at Heritage Bay were not constructed in accordance with standard engineering industry practices for gravity stone retaining walls. If these walls are not replaced, sections of the walls will continue to fail. These conclusions were included in a report prepared by Bridging Solutions, LLC dated April 21, 2014. This letter report provides engineering recommendations that include: 1. Short term repairs to stabilize the wall in an area where there is a risk of catastrophic failure. 2. Alternative approaches for the replacement of the wall assuming the new wall would have the similar layout and appearance as the existing tiered walls.This report provides 4 wall replacement alternatives for consideration.The estimated costs are between$420,000 and$1,300,000. 2. SHORT TERM WALL REPAIRS Our April 21, 2014 report identified a failed portion of the wall in the southwest quadrant of the bridge that has the potential for a catastrophic failure. There is a large stone near the bottom of the wall that is unsupported. See the photograph below. h�t bf > ypr z Unsupported Base Stone at Southwest Quadrant of Bridge We design bridges to fit your site and budget. BRIDGING SOLUTIONS As a temporary measure we recommend placing some concrete filled bags in the void under the unsupported stone. A copy of the recommended repair plan details for the temporary support of this portion of wall is included the Appendix of this report under Tab 1. These details may be used by a contractor to temporarily support this section of wall. There are two other areas of the wall that have failed in the past and were documented in our April 21, 2014 report.These areas appear stable and no temporary repairs are required at this time.See photographs of these areas below. 3r s ' oh .40 Failed Wall at Northeast Bridge Quadrant • y rd 1 . Failed Wall at Southeast Bridge Quadrant 2 We design bridges to fit your site and budget. y BRIDGING ler SOLUTIONS 3. WALL REPLACEMENT ALTERNATIVES See Tab 2 in the Appendix for a site plan showing the existing topography in the vicinity of the existing walls.The following table provides a summary of the existing wall quantities. Existing Wall Quantities Average Approximate Approximate Wall Location Tier Height Length Square Feet (FT) (FT) of Wall Upper 7 108 NW Lower 7 172 ' e t ,11 , NE Upper 6 132 Lower 9 238 rigs. Upper 6 108 i o ,ALtu SW ��7 ' Lower 9 142 Upper 5 193 } ax SE Lower 10 354 Total SF 11,183 The replacement of these walls will require excavations that will include the removal of some the existing trees and landscaping behind the walls. A landscape contractor can provide recommendations related to the feasibility of salvaging some of the landscape plantings for re-planting after the new wall is constructed. The following paragraphs summarize the recommended feasible alternatives for the replacement of the wall: Alternative I -Concrete Segmental Block Retaining Wall—This wall replacement alternative includes the demolition and removal of the existing stone wall and replacement using a concrete segmental block retaining wall system.The new wall would be placed on the same plan foot print and similar heights in a tiered wall layout. There are numerous competing wall systems available on the market that provide a very aesthetically pleasing appearance. The concrete blocks for this type of wall are manufactured in various sizes and colors and are considered facing elements. This type of wall resists the lateral earth pressures by a combination of gravity and the use of geosynthetic reinforcement placed in the compacted backfill behind the wall. See Tab 3 in the Appendix for a proposed typical wall section and two sets of brochures from block manufacturers showing some similar wall installations. The Stone Strong system would provide an appearance most similar to the existing stone walls due to large size of the stone patterns. See the photograph below. 3 We design bridges to fit your site and budget. BRIDGING SOLUTIONS r�, , 7 �,� 411 . ^".. ?. Alternative 2 - Cast-in-Place Concrete Cantilever Retaining Wall(Stone Form Liner Face)—This wall replacement alternative includes the demolition and removal of the existing stone wall and replacement using a cast-in-place concrete cantilever retaining wall.The new wall would be placed on the same plan foot print and similar heights in a tiered wall layout. A form liner may be placed in the forms to provide the appearance of a laid up stone wall. See Tab 4 in the Appendix for a proposed typical wall section and some catalog cut sheets for some similar stone patterns available by using form liners. Alternative 3-Cast-in-Place Concrete Cantilever Retaining Wall(Cast Stone Veneer Facing)-This wall replacement alternative includes the demolition and removal of the existing stone wall and replacement using a cast-in-place concrete cantilever retaining wall similar to Alternative 2.The new wall would be placed on the same plan foot print and similar heights in a tiered wall layout. To provide the appearance of a stone wall,a cast stone veneer facing would be installed. See below for a photograph of a stone veneer used a facing over concrete walls. 4, q ! lf . q 4 We design bridges to tit your site and budget. BRIDGING Inv SOLUTIONS Alternative 4 — Stone Gravity Wall (Using Existing Stones) — This wall replacement alternative includes the demolition of the existing wall and salvaging the existing stones to allow the reconstruction of a new gravity stone wall. See Tab 5 in the Appendix for a proposed typical wall section and Gravity Wall Design Summary. The new gravity stone wall would incorporate a batter on the front face of the wall. The minimum recommended wall batter is 2" horizontal for every 1 foot of height of wall. The maximum recommended wall batter is 6"horizontal for every 1 foot of height of wall. If the Board prefers to have a more vertical appearance, we would use the 2"batter which is equivalent to a 10 degree angle from vertical (plumb). However, the smaller batter would require the use of more stones than a wall designed with the larger batter. To build a properly designed gravity wall using the existing stones, there would not be an adequate quantity of stones available from the existing stone wall to replace the wall in kind because more stones will be required to build a properly designed gravity wall. In addition,some of the stones are not suitable for re-use due to highly angular profile or a low density (weakness) of some of the stones. In lieu of purchasing additional stones to re-establish the existing wall limits, there arc 2 options to consider that include: • Reducing the proposed height and lengths of the new walls and utilize 4 on 1 slopes instead of walls at the outer limits of the walls. • Incorporating poured concrete at the rear of the base of the wall. The new wall could incorporate the use of mortar between the horizontal joints in the stones in the wall to facilitate shimming and to provide a mechanical bond between layers. A design for a fully mortared wall would reduce the volume requirements for the wall.The contractor may elect to cut some of the stones to allow stacking and to minimize the amount of mortar between the horizontal joints between the stones. If the mortar lines are visible in the front of the wall, we can have the contractor tint the mortar or stain it after installation to provide a uniform appearance. To provide additional stability and strength, we can consider incorporating poured concrete at the back face of the wall. Steel bars could be installed in drilled holes to tie the stones in the front to the concrete in the back of the wall. 4. EVALUATION OF ALTERNATIVES See the Evaluation Matrix below for a summary of the estimated costs and advantages and disadvantages of each feasible alternative. During the final design phase of the replacement of the walls, we would correspond with Collier County and the South Florida Water Management District related to permitting. We anticipate that these agencies would grant an exemption for this project since it would be considered maintenance. To access the wall from the front of the wall, the contractor would need to use a barge or construct a temporary causeway in the lakes in front of the walls. We would communicate these construction method options to the agencies and provide the contractor with the permitting requirements. We also recommend performing some testing of the soils in the final design phase of the project that includes a review of global stability of the slopes in the channel adjacent to the bridge. 5 We design bridges to fit your site and budget. BRIDGING SOLUTIONS Wall Estimated Evaluation Considerations Alternative Cost - Lowest cost - Low maintenance cost • Engineered wall systems 1-Concrete Segmental Block $420,000 • Numerous options to consider that provide a stone wall appearance • Good aesthetics • Design life is 75 years • High cost • Low maintenance cost 2-CIP Concrete(Form Liner) $1,100,000 • Coventional design ▪ Numerous options for form liner -Good aesthetics - Design life is 75 years • Highest cost - Higher maintenance cost 3-CIP Concrete(Cast Stone) $1,300,000 ' Coventional design • Numerous options for stone facing • Good aesthetics • Design life is 75 years • Lower range of cost - Higher maintenance cost • Non-coventional for tall walls 4-Stone Gravity(Existing Stone) $550,000 • Provides a similar appearance to existing walls •Good aesthetics • Lowest design life=50 years Please contact me at 239-216-1370 if you have any questions. Respectfully, BRIDGING SOLUTIONS,LLC Ralph Verrastro,PE Principal 6 We design bridges to fit your site and budget. TAB 1 TEMPORARY REPAIR DETAIL 4 � t T'r W BO DGO G ; .., ± * a ° : 1,.7 :,..`6 {. ar P x - fill tit ; • --,tr,..t.-„-- ‘--;,,,, -1-,--, ,t,-,,,, . „,.„."!" '.. -;1 4 4 t.4, * _ .fr,‘..•:, , —- - _ ,.,._,.;:-.......- :-': :,-'ii , ,- ' ' ,- ',,A 41 441' : ` °s > N `P, '' i , -' #`s� '` 4}* s • — N q CC cl;e4f:I,:: til,,r4**.,. "*:,:*':.. '1, ‘,, , ..)k Q f i Y L `! y � +r r J ■• 4.1„ . -,.. i %iii / -, , , _ 4 4 r BRIDGING . .. ...... _ SOLUTIONS , ..._.. .--r...,,Aft...,3y...,R.r.„,c5.._____,P. .2..___,-,51............. ............__.......... FT-7-------1-.7-1. -1 F. • : +- 1 . _ _..i._.. ..;.._.....,..._.;...._.. IL ! . .I_____4__..:____..___t.____... - -77--7t—--7717 1 1 : ` L 1_____ ; 1 I L. 1 L: , . •..., : ; : , 1 J — - --—1 t • i - , ~ 1 1 . ...1...__I ; : , ■ 1 , , . ■ 1 , . I .i......_.7... _i_....__ .._......,....._ ___.j........,_. I 1 ! 1 ' , i ! : • ' 177: ; 1 , , 1114-47: 1 1 I . •11- -41- ', --i----- .r-- t .1.___ 1..--.4--u-)40-!-----1-- '--4----1----1- ---- ....,-,-4--”.. ----a ---L. -.. --4--i --1- , , : , ; : • . i i : l• i , -r. f - I [- ! --r- : : 11 1--- -1 -t- i ■ -1 . 1----1---- --------------- 1 - 1 ) ; ' ' : 1 . i . i 1 i I— ._4_ I +- [ F 1 7 I ! I ! , ..„ , ..,.._. ,-, k ;,,:s! 0,,,, ,,, : : _ r........,.....,...‘,2,_ .• _ „......,.,....„_,...„,_,..... wa; _ __.. . . i • 1-- -i. I -I---i i--. I 0,'•.; . . . ,.4-- . L4, r ' • 4■1111111W : t--004Ct-tRA --. - S—tit gni Iiii,c-74.- ! ---- -piliripti'- L-1----:---*-..-.1---1..--..:..------.-,,.,,, AIM ra ; . :---h---- 01 ilim%'`" . ir 7A,, - • ',.. .,' •11,■,4.16. 11. ■ ! .._.... 1 I A '• ' L••••., 'c-Zit,- I 1 ; : i ! . , : '. I-----4 --t---• I ; -1—. -I . . . . i ,_. _1, ______ ._ .... _.__, ,-----1---7-7 ..* ei.2 EP Afk 4: P' .iel-re_i __,_ A ,A- : , 1 i t 1 , .• -.. . 7 ..... t .1-- - j• t • . • . : • . 1 I . ; : i i ,,.. ' , 7'. , 7 f ';'^ i• ' •-1.-•--1---- 4--....-1---1 cs-t-. -4iLtvis -----i'llev.._:7P, c.0 s)q7 i_...... _ 1 gi-,:,cie,, ..... . , i __I d.,../ , I-- t - __ . frgSii4,tr.7411114, "71-01 4,5" <:(cDee '71-€:› 41•Ae- ti:'67 6 4=i w't e■ i jeCke i • i..„' ,/ _- 4 - i „Lk: •/ : !---- . --, . _..... ______ , ,..__F__ ._-itsst.;21/..._rg...„.i.„4, :--4- 4 .1 4(A f zw.,. . 4. t42 Designed byi 17--V Checked by: R.C. • TAB 2 SITE PLAN • _- , *-"*.f's*4. mpir SO DT o S . . , 3 1 ;i: ii! Yfi'k i. h 141 fill 41 1 ""1 1 1 :gill:i 5: , • g Yin '--- I* „g ir,.1 g I.1 I.a ,;. /1):: : Ir41:1 I. ' f . ' '' hr 11 II t'J-:',';,-: 1. 'I'l I ! I '. P ilg'i!i 1 I2 i2 1g g§ g g-:i iv 1 't i° ;'• , ,.. . ,,,,,,(..-.,.4 1 E 1 ;.. " ill2 'll:15 II 1 .t.i :i I, hiii1,!')`11 li 43°6 i 41111311 i 7.. ilLt ! f [1 i . A Ai it.,;1 ii.i I, , ,,. '..1! ;'.. 8 ---- .'lai4i d 1 1 ..'' W?'... • I 1,1 7 g ''..1'‘,"",:'1,;.;;;' ■i 1 . ! i' - :.-1 ; 71 IN ...2 vAl....„...0.4,:. .. i. ,, 1 i i Ii , ,i11/ .H,17; . .,,,.._., 1,1:::01 \--- -,i,„! ;. ... i It .§3 . .. t.1;,;-.. 1,1 1) ii . :,,-.!1 ..4(1, . , i i 1 i .. ,..',.A ‘ ...,,,:, -,!'.7•1-4 7. / ' --..,R .:" - ,- 1"\,..',):0'?" 1 .1 I -11111 ''..,://11; m ih)116)115iiii \ •.- . ..,1,,.,. .1 11 I.k .. .1. —Pr- N ...%■.:',.."1:1N. ..1.1.7., ----■ - ,j :i!'.;;;'',‘:..i'.../;-.:1‘:\\i‘l: I i w2)11 t i sod VIVI v)ifj li-Te ; 11 ; 1 .-i : p- '', • (.!1.11 . v 1 ;..43 t_ i 0 •.- . ge , - ." /A..; ''. ;4 '''''r.- ;•`"4.w.-:.: .71 ii I I -''.; )-1-1- 11.- .,.;1 'I -1, --• ...:7::-..-.-- :".•''.; 1 i.• -. '4'..Vi! '6 . ___ .._..1,-; '..„,‘ ' '. il • 1' 11 • .,.k.,••- .I 1 I , , • +-. , 1 i 1- ---- . -:-•-..- I I a --- • . '-- . ? ,.1 41:1 . • " c, 'i i 1 ft-?),Ir ! 1- 7.. . - -1 LI(/' ';-..! 1:' I i ' 1 -IV ,1 Pc.,.frc.,, j. tI • 11, . ' . - ' tr 1 I 11,e: '1:,:,1\V 1 ' Ili '''' 4 ' -- • ''' 'l Ii i',. , ',‘';‘':" ( 1-' - -....i-i-C+-. a. ' i 1 I-I f 1--i!- -/ , i 1 , , . ''',1',*:;',:. I ill .: -1 ,!1; : I•;, l''' I I '''''t.,;, I . :— :--- —tt.• —I. 1-4-H---. ! - . . , 1, :,•t--t•- 1' __Li -1 ,...-" 1 1 I '---- •-•;.,!-.''Li'''1:'-e" 1 I A TAB 3 WALL ALTERNATIVE 1 • CONCRETE SEGMENTAL BLOCK RETAINING WALL � z F w � 3 � f r � BRIDGING SOLUTIONS EXISTING EL. 32.24 STONE STRONG BLOCKS IL-– EL. 31.96 =" M sall 4" EXISTING UNIT FILL 1::::::::.:11.1-:1•11-::::::::::::::::::::::.:1-111111 4 '.... EL. 23.74 k.) 8:::::::::::::::::::::::::::::: 1 :::::::::::::::.:::::.::.:::::,,,,,;‘, 1 "cn 44 EXISTING EL. 24.38 STONE STRONG :.:::ir:...•..ii.:•..E. . ..:.::.:::.:.:.:.:.:......::: BLOCKS ; .... ... . . . cr).. .............. .... ............ Ntogif-— EL. 23.66 . . .... ........ . . • IL ri ... Mr.„, WALL BASE UNIT FILL MI 4" . I Met I 1 C:).. 1 ■ WATER 0, EL. 12.9 ii S. DRAIN TILE (TYP.) .::.:.1.:::::.:Ii:1::i1: :':.:1.::::;.:::::::.:':1'. ......................... ......................; :.:::::':::f:ff: ..:.:.:.:.:.:.:....:.:::.:;:.:ii.:.:-:*--- ,•.-:::::::::::::::::::::::-:.::::::::::-::::::: • EXISTING 11::::::::::::::::::::::.:::::::::::::::::::::::::::1•1::::::::::::1:::::::::1 EL. 9.40 Cln – - ----. WALL BASE APPROXIMATE EXISTING GROUND LINE ALTERNATIVE 1 CONCRETE SEGMENTAL WALL SECTION fSTONE STRONG BLOCK) (SECTION 0 NE QUADRANT ADJACENT TO BRIDGE) PROJECT: LANDSCAPE WALL REPLACEMENT WALL STUDY CLIENT: HERITAGE BAY CDD, COLLIER COUNTY BRIDGING SOLUTIONS, LLC BRIDGING 533 AVELLJNO ISLES CIRCLE #32102 Naples, FL 34119 (239) 216-1370 SCAL AS SHOWN 0A1 L11 SEC: "nio: WE E: REV N102/22/14 VW SOLUTIONS ralphObridging—solutions.com www.bridging—solutions.com PROJECT NO. INDEX NO: Certificate of Authorization #30505 DRRN BT/EMP NO. 31MT NO RC 1 cr 1 1 ' IST RUNG systems x E .. � emu. 4 i Arp4. , Niiil ifA . ilal 470 li I *—cti Ai ii 1 M , ,, _if ' F ■ • • www.stonestrong.com VERSATILITY. --'. BLOCK SYSTEMS WITH WALL-TO-WALL ADAPTABILITY.• V k' '� >, Proud to offer both gravity and MSE walls.We have `. r ' - ! \ produced gravity walls with heights in excess of 20 feet,and MSE walls that have topped almost 50 feet. 0 Bigger means faster.A small crew and a few pieces of equipment can install up to 1,200 square feet of block in one day. r 0. Blocks'tapered sides make it easy to create both straight and winding designs—even convex, concave,and circular designs. The ability to create nearly vertical walls allows you to install an attractive wall in places where only poured concrete was possible before. 0 Can he scaled proportionately for use in commercial and industrial settings—ideal for highway,railroad, „Y commercial and waterways. k` „.16=-,, ,,,:*." 8' SIZE AND MASS. W 6' OUR BIG BLOCKS ARE A REALLY BIG DEAL. " +rri; =y" - r=p', ' >► Due to their size,our blocks dramatically reduce maimorworipir labor costs.Installation is many times faster than --- , - a small-block project-24 square feet of wall can ,.. __. be set at one time. + Walls can reach heights of 12 to 15 feet without iffi, geogrid or soil reinforcement.With proper �. engineering,our walls can reach heights of 40 feet. > The sheer size and weight of Stone Strong blocks hold the system together to create a true gravity wall. 0 Environmentally friendly option for applications in and around water.Provides erosion control and shoreline protection. 0 Scaled in size to be proportionate in tall commercial and industrial settings making them ideal for highway, railroad,commercial and waterways to name a few. ENGINEERED SYSTEM. THE PERFECT FIT FOR ANY PROJECT. Blocks interlock securely and precisely without any mechanical assistance.Stone infill in the block provides 100%efficient connection strength. )9 Stone Strong blocks contain a built-in drainage system.This is the only wall system with a built-in " 0414.7 drainage system requiring no additional parts or labor. )9 This complete system offers various accessories to put the finishing touches on your project. >+ No tieback eliminates costly over-excavation and any potential future conflict with utility easements. The blocks stack almost vertically maximizing the use of valuable land. 4 Lifting loops balance the load during installation, perfectly aligning the units for consecutive courses. I � r tI� k PRECAST. OUR COMMITMENT TO CUSTOMER o SATISFACTION IS SET IN STONE. 99 Manufactured to product specifications to assure that units are uniform in weight,dimensional tolerances and strength. 4 Our molds were made from stone blocks hand-chiseled by artisans,which ensures a realistic facade. y >a Produced with air-entrained 4,000-PSI concrete, "-'' which protects the block through the freeze/thaw :' �`. cycles. o Unlike other brands,returned concrete is never used for Stone Strong blocks. I"; t a EXPERT EVALUATIONS. ' _ THE ONLY THING STRONGER THAN OUR WALLS ,, IS OUR REPUTATION. c,' > .4 „,..- w Has» Has undergone rigorous HITEC1 review by committee of national ,� experts. 1*:,i* -”/' > Ruled by HITEC as a viable alternative to traditional retaining systems. -mot •- 0 . Designed and tested to meet the NCMA2 SRWU-2 and ASTMS D6638. » Evidence of conformance with the AASHTO`t methodologies. t� . c a,. 1 HITEC-Highway InnovationTechnology Evaluation Center ,,�� 2 NCMA-National Concrete Masonry Association r 4 3 ASTM-American Society forTesting and Materials y. r. 4 AASHTO-American Association of State Highway andTransportation Officials , way;: IlL 1, v: r e t 4: _ +- ,"+ 3>� -is 3 '$i { �, �.0 t's � ` d ; A ? .'3Y;zk rib A�,,....,• i y"l s, „4 �� aYr yti r" . '''ilk—e— .*'...7 --.46.--74- °'." -'9 ,,. ' "b'�so-.r.,,. r rAti: e �+. tom' ., �ti... `.may, V"� 1 , a' ,�3R"I 'Mb,_ '', is ', 1 ' A leilim., _ f A a. ^ :a r . a _ �' . �:, t ye -, ra' 3 -. t ' 37e omC0 mq a s,,, . . '.,-- /S _°� { ' + w I '.: ! ,,,_...,,,,t.„..,4 ,..._ ...,_ . ., ....„.._, _...,_ ... .,....... ..,.,...,...,,,„...„....,„,,,. ,,,,,,,.. .„.„.„,i _______,,.., -„k„,,..w@ ks, i-,.cam:,. .�/•. _.-+pr?"i' ' - 4.'°t� f�!, *iof�: + k4 �_..__........ , P to speed up s eed on the latest echnolo . gY STONE STRONG w i - 1. IN SOME CASES.TWO 24-62 OR 24-86 8 SF RETAINING iY � BASE UNITS MAY BE REQUIRED FOR WALL TOP UNIT it j INTERNAL SNITS REQUIRE i 2.VERTICAL UNITS REQUIRE A MODIFIED ALIGNMENT RECESS AND A MODIFIED FACE. STONE STRONG �� 24 SF RETAINING WALL UNIT- .....-..�..__ s` Illa STONE STRONG !!�II�Mi��n111/ _P ..,.....:.I''... -. 4- 24-62 RETAINING WALL BASE UNIT ,.„ -r. - - STONE STRONG 2 24-66 RETAINING SLOPE AND 2 WALL BASE UNIT - ,� SURFACE VARY ""'' Dr LIT ALTERNATE DRAIN TILE LOCATION _ '" .I 7 L.Ua l-'X t u t _ GRANULAR WALL BASE DRAM TILE TYPICAL GRAVITY WALL CROSS SECTION I NOT TO SCALE ` vy rm'u,« Rte! STONE STRONG 1%,-� 24 SF RETAINING L'^`,. WALL TOP UNIT �r\ 24 SF RETNARNC II' 'IrrC ' 'vr*Pm' WAIL urur---, ' . W . Ititil 1 AUTOMATIC BACK RETAINING a T a "T'+•- v. PER WMi HS yy,,, ! IIIIIIIIIIIIIIM STONE STRONG "'n la • ,�/ ' ?f N WALL BASE UNR \<,6"...;,:',....4;4'''',4",;". :I {k, ALTERNATE DRAIN TIE WCATION GRANULAR WALL BASE DRAIN TILE 24 SF GRAVITY WALL CROSS SECTION W/ EXTENDER SERIES BASE NOT TO SCALE 24 SF BLOCK — °'v".' , --"! . 90°BLOCK 8'x3'x44" q' 8'x3'x4' The 24 SF Block '. The 90°Block contributes to the speed r r :a„* provides for inside ` of installation.A small I ' "" and outside 90°turns. crew and a couple pieces of equipment can install 1,200 SF a day. 6 SF BLOCK 45°BLOCK ,, 4'x 18"x44" CI Vine.C\...- 4'x 18"x 4.25' The 6 SF Block allows _tf x 4.25'x 8.25' for tighter turning 4 ," The 45°Block provides `' ` '' radius,wall steps at 18 ��+ for inside and outside 45° '' 'f Z increments and vertical& e.` turns. horizontal adjustments. a END/CORNER BLOCK DUAL FACE BLOCK � '*'4'x18" x2' .r 8'x18"x28" " The End/Corner ,-' The Dual Face Block Block is used for 90° provides for above turns and for end r r grade applications. finish treatments. 3 SF BLOCK lif.71 STEP/CAP BLOCK 2'x18" x44" 8'x7"x32" The 3 SF Block allows `� d '' The Step/Cap is the wall to stay on x used for stair and running bond. step applications and as a wall cap. 24 SF TOP BLOCK 24 SF MASS EXTENDER BLOCK 8'x 3'x44" ' 8'x3'x56" ._•°;,R TheTop Block has an 8" The addition of the recess at the top of the p extender to the 24 SF a face to allow for multiple block provides for greater , "! f finish options. '' gravity wall heights. 24-62 24-86 8'x3'x62" ® .`' 8'x3'x86" Build walls up to ' '''.' '..,''' ,.. ' Setting the standard for 18'tall with no tie-back tall gravity walls.At 22.5', , x ' it can go vertical with no *STONE *STRONG systems EXISTING CAP BLOCK EL. 32.24 VERTICA MODULAR BLOCKS \ mai EL. 31.70 \_ — — • III 2' MAX. �— \,, — 1111 EXISTING 12' FREE DRAIN :NMI EL. 23.74 AGGREGATL�_ :MI : CAP BLOCK :ill o O EXISTING VERTICA MODULAR = EL. 24.38 GEOSYNTHETIC-1 III_ - :'IN ° BLOCKS REINFORCEMENT c:l ^ EL. 24.07 — - - — -1\— :A IN N 6" MIN. COMPACTED 12'r-FREE DRAIN :::III GRANULAR BASE 1 \ _ _AGGREGATE ICI LEVELING PAD \ HIE \2'—O" — — — —\ ::: 2' MAX. — — — —\ 1` ::::'U I ::NH - - ::: :::III WATER lo 4" DA. PERFORATED OR — — — — EL. 12.9 +I HAM SLOTTED PVC OR CORRUGATED HOPE PIPE WITH OUTLET PIPES — _ — — . ::IHNI ® . 25' SPACING (TYP.) ——— ::::1101 _ _ _ ::::IN o c III►1 EXISTING _ _ _ _ ..'a4 i EL. 9.40 -,,I L GEOSYNTHETIC 1 REINFORCEMENT 6" MIN. COMPACTED GRANULAR BASE LEVELING PAD \2'-0" APPROXIMATE EXISTING GROUND LINE ALTERNATIVE 7 CONCRETE SEGMENTAL WALL SECTION (ANCHOR VERTICA BLOCK) (SECTION ® NE QUADRANT ADJACENT TO BRIDGE) PROJECT: LANDSCAPE WALL REPLACEMENT WALL STUDY CLIENT: HERITAGE BAY CDD, COLLIER COUNTY BRIDGING SOLUTIONS, LLC 1iBRIDGING Naples,VE N411S9ES CIRCLE #32102 �A�' AS SHOWN DATE12�22/14 (239) 216-1370 gc TVA ROE: Rev Ne: �� ' ' SOLUTIONS www.bridging—solutions.com—solo utioneom PROJECT NO. 'INDEX NO www.bridging—solutions.com Certificate of Authorization #30505 DRAM BY/tNP NO. SHEET NO: RC 1 Cr 1 ANCHOR` Vertica`` BUILD SOMETHING BEAUTIFUL RETAINING WALL SYSTEM PRODUCT INFORMATION j i de '..--• -, T. 1,1111111.rr.... 4 .. . F" ' ,r3-41,4,„,„ ,,,„,,,,,, 11 11 1 i illis,i i 1 11#illglill '-. x t� - 1 -_-- Designed for steep,sloping hillsides and other structural challenges,the Vertica'retaining wall system can be built to 41/11L ft,, virtually any height in incredibly tight spaces-thanks to an impressive 2-degree batter,built-in lug locators,and a nearly '. ,!�ill vertical rise for less excavation and land loss.Typically used a _ ,�i 11 } with geosynthetic reinforcement,Vertica blocks meet or t`- I1 - exceed industry standards for strength and durability. - it - .., \ •Pinless,patented locator lug gives quick,uniform setback for ""�`' "' r r reduced labor costs 1 s •Used in commercial-site development or anywhere space is "" 11 — . at a premium w = It; • Features warm earth-tone colors and rugged, " 44§ rock-like texture •Can be used to build gravity walls up to 3 feet 4 inches high, 1 ‘1, including buried course,but excluding the cap` ,. •Taller walls can be built using geosynthetic reinforcement or 7 , the Anchorplexr"retaining wall system when designed by a - qualified engineer `- `-. - •Minimum outside radius,measured on the top course to the '�." --•- �— r front of the units:5 feet ;,��.` ---- - • Minimum inside radius,measured on the base course to the front of the units:7 feet "-; .-- ." -� 'This height assumes insets are filled with drainage aggregate,level back fill and clean, -— - compacted sand or gravel and no surcharge. Vertica` RETAINING WALL SYSTEM PRODUCT INFORMATION - 4,- T . , ` ' ;' . , w' awl m a" f #. 111V-' a . uY E h3 �g k t � • r^ l M .a J Y d . f x, :�'x ,�. e ''*, 4- fi r '. ..1 a -" x ,. i4. ,� t o 4 i � �. 44 4a-. - arc .4,. •'L 1 fr -a 4 ,. ,, D r ON x r � J, j k Y l x'y; ywtn . ^ Nt! r.v-.' a ''. .. HT _ ;utotit Stretcher Units Straight Face Beveled Face \ ;a< Approximate Dimensions" 8"x 18"x 11" 8"x 18"x 11" Approximate Weight' 81 lbs. 78 lbs. Visit anchorwall.com for Coverage 1.00 sq.ft. 1.00 sq.ft installation instructions. Setback/System Batter 9'32"/2° 9/3272° 'Product dimensions are height by face length by depth. Actual dimensions and weights may vary from these approximate values due to variations in manufacturing processes.Specifications may change without notice.See ' � 'R* �" `. 1 your Anchor representative for details,color options,block *.., ', T 4 ,;.;, dimensions and additional information. ' s ©2011 Anchor Wall Systems,Inc.The Vertica'well system Accessory Units Cap Corner manufactured anufactured under license from Anchor Wall Systems, Inc.(AWS).The"Anchor A"and"Anchor Build Something Approximate Dimensions` Front,4"x 17/4"x 103/8" 8"x 18"x 9" Beautiful"logos"Anchorplex"and'Vertica"are trademarks of Back,4"x 12"x 103/e" 8"X 18"x 9" AWS.The wall system blocks are covered by the AWS Limited Approximate Weight' 41 lbs. 101 lbs. Warranty.Fora complete copy,visit your local dealer or see anchorwall.com. Coverage 1221in.ft. 1.50 sq ft. Anchor Wall Systems,Inc.,5959 Baker Road, A&80810 73.3005.1 08/11 4015 Suite 390,Minnetonka,MN 55345. ANCHOR' BUILD SOMETHING BEAUTIFUL TAB 4 WALL ALTERNATIVE 2 AND 3 • CAST-IN-PLACE CONCRETE CANTILEVER RETAINING WALL(STONE FORM LINER FACE) • CAST-IN-PLACE CONCRETE CANTILEVER RETAINING WALL (CAST STONE VENEER FACING) v BRIDGING SOLUTIONS EXISTING EL. 32.24 CIP CANTILEVER WALL NOTE' \ EL. 31.72 FACING ALTERNATIVES NOTE SHOWN. SEE ATTACHED BROCHURES FOR EXAMPLES. EXISTING : EL. 23.74 o i rn EXISTING EL. 24.38 CIP CANTILEVER WALL 404164. 1L" -- EL. 24.00 \ \ o \ I \ h \ -WATER DRAINAGE LAYER \ EL. 12.9 AND PVC DRAIN (TYP.) \ EXISTING LEL. 9.40 APPROXIMATE EXISTING GROUND LINE ALTERNATIVE 2 AND 3 CAST-IN-PLACE CONCRETE CANTILEVER RETAINING WALL SECTION (STONE FORM LINER OR CAST STONE VENEER FACING) (SECTION ® NE QUADRANT ADJACENT TO BRIDGE) PROJECT: LANDSCAPE WALL REPLACEMENT WALL STUDY CLIENT: HERITAGE BAY CDD, COLLIER COUNTY BRIDGING SOLUTIONS. LLC -, iiiid 9 3 N BRIDGING 533 A V E ISLES CIRCLE #32102 Naples, FL 3 4119 21 SCALE SEC AS SHOWN NP: ROE: tEVDew N 1R 2 / 22/ 14 MEV SOLUTIONS ph bridging—s olut om www.bri d gi n g—s o l u t i o ns.co m PROJECT NO INDEX NO Certificate of Authorization #30505 ORMN BY/ENP NO SHEET No- RC 1 Cr 1 ® - DAYTON® AUSTIN ASHLAR STONE 0 SUPERIOR Thermoform Plastic Formliner 4' / 3 rr ' 00 „1' 4 ( )^ 3 1 • - - 4 , .( 1r_ '� General Information: O( ], ,—, The Styrene and ABS formliners are an economical solution `J ED( ) 3 for providing architectural pattern reproductions. The ( Styrene plastic formliner is a perfect alternative for single Ouse applications which costs less than other liners. The ABS plastic formliner exhibits good impact resistance and excellent overall performance. Its reuse factor is 10,subject to pattern configuration,proper handling and jobsite .__.O configurations. O( 1 ( I Care and Handling: J i(c To protect from thermal deformation,formliners should not ! 1 0' be exposed to temperatures above 140°F(60°C). To avoid ❑ discoloration from sunlight exposure,formliners should be covered with a tarpaulin when not in use. This helps prolong the life of the material and keeps the material dean. Form Liners are subject to thermal expansion and contraction+/-W Q 70°F. Keep away from steam,acids, and certain fuels. Styrene ABS Product Code# Product Code# F70613 F70641 C . ((( Uses Uses 1 Up to 10 i ' Material Thickness Material Thickness .150 .150 Standard Dimensions Standard Dimensions 10'x 4' 10'x 4' Color Color 1 White Gray I k • SYMONS® e 0Y DAYTON SUPERIOR 60 DAYTONSUPERIOR.COM • DAYTON* BUFFALO DRY STACK 1 SUPERIOR Thermoform Plastic Formliner / 4' / Vries, 11d,_ �IU� U '1 t , ijD-icig'3-00riu-s.'- ,-- FUE200 V VVV kOij. General Information: DO O r D O The Styrene and ABS formlmers are an economical solution L for providing architectural pattern reproductions. The n0 r Styrene plastic formliner is a perfect alternative for single r1 use applications which costs less than other liners. The Irs-- )6L Or.J r, ABS plastic formliner exhibits good impact resistance and D ; excellent overall performance. Its reuse factor is 10,subject I to pattern configuration,proper handling and jobsite • � 10' configurations. 00 11 Q Care and Handling: OD JQ To protect from thermal deformation,formliners should not 1 be exposed to temperatures above 140°F(60°C). To avoid Q discoloration from sunlight exposure,formliners should O be covered with a tarpaulin when not in use. This helps prolong the life of the material and keeps the material clean. O ^` 1 Form Liners are subject to thermal expansion and alrg ( j contraction +1-Ye"@ 70°F. Keep away from steam,acids, OOv �_ and certain fuels. 1 , D Styrene ABS D � D o o Product Code# Product Code# lr', 'II I. j� F947056 F940025 ■ tit .4 Air Uses Uses 1 Up to 10 Material Thickness Material Thickness .090 .110 • Standard Dimensions Standard Dimensions 10'x4' 10'x4' - 4 Color Color „�a 4 . White Gray ® •SYMONS SY DAYTON SUPERIOR 61 DAYTONSUPERIOR.COM DAYTON ® CHISELED ASHLAR STONE • SUPERIOR Thermoform Plastic Formliner 4' 3/4 TraKa • i — General Information: The Styrene and ABS formliners are an economical solution for providing architectural pattern reproductions. The Styrene plastic formliner is a perfect alternative for single use applications which costs less than other liners. The ABS plastic formliner exhibits good impact resistance and excellent overall performance. Its reuse factor is 10,subject to pattern configuration,proper handling and jobsite configurations. Care and Handling: 10' To protect from thermal deformation,formliners should not be exposed to temperatures above 140°F(60°C). To avoid discoloration from sunlight exposure,formliners should be covered with a tarpaulin when not in use. This helps prolong the life of the material and keeps the material clean. Form Liners are subject to thermal expansion and contraction +/-'/e"@ 70°F. Keep away from steam,acids, and certain fuels. Styrene ABS Product Code# Product Code# F70617 F70645 Uses Uses 1 Upto10 Material Thickness Material Thickness .150 .150 Standard Dimensions Standard Dimensions 10'x4' 10'x4' Color Color White Gray No Photo Available SYMONSe e RY DAYTON SUPERIOR 62 DAYTONSUPERIOR.COM 0® AY7�ON D ® COLONIAL DRY STACK SUPERIOR Thermoform Plastic Formliner"-\.../ 4' / ----r Jo ,( cam( J sik,........_ El DOlj General Information: Id The Styrene and ABS formliners are an economical solution Itiji—O for providing architectural pattern reproductions. The Styrene plastic formliner is a perfect alternative for single use applications which costs less than other liners. The ABS plastic formliner exhibits good impact resistance and excellent overall performance. Its reuse factor is 10,subject to pattern configuration,proper handling and jobsite configurations. 1�' i Care and Handling: To protect from thermal deformation,formliners should not be exposed to temperatures above 140°F(60°C). To avoid ) discoloration from sunlight exposure,formliners should — be covered with a tarpaulin when not in use. This helps prolong the life of the material and keeps the material clean. Jigon„ , Form Liners are subject to thermal expansion and contraction +1-Y"@ 70°F. Keep away from steam,acids, and certain fuels. ■ Styrene ABS Product Code# Product Code# VDU F3170593 F3170510 1 Up to 10 1 j J qrqii,,,_ Uses Uses Material Thickness Material Thickness .150 .150 Standard Dimensions Standard Dimensions 10'x4' 10'x4' Color Color . White Gray ffi ° L ' J J, .'r frrw, 4 S DAYTON OPNS® 63 DAYTONSUPERIOR.COM ® DAYTON® HILL COUNTRY FLAGSTONE ti SUPERIOR Thermoform Plastic Formliner 4' / I Varies l'Cl I 2"max. 1 [7.0 General Information: The Styrene and ABS formliners are an economical solution ----..., (3 CD for providing architectural pattern reproductions. The Styrene plastic formliner is a perfect alternative for single )61iS,- )& use applications which costs less than other liners. The ABS plastic formliner exhibits good impact resistance and excellent overall performance. Its reuse factor is 10,subject to pattern configuration,proper handling and jobsite configurations. 1 Or Care and Handling: To protect from thermal deformation,formliners should not be exposed to temperatures above 140°F(60°C). To avoid discoloration from sunlight exposure,formliners should be covered with a tarpaulin when not in use. This helps prolong the life of the material and keeps the material clean. Form Liners are subject to thermal expansion and contraction +/-'/a"@ 70°F. Keep away from steam,acids, �� and certain fuels. Styrene ABS Product Code# Product Code# 1 F3 Uses F3 Uses / \ Uses Uses --) 1 Up to 10 Material Thickness Material Thickness .150 .150 Standard Dimensions Standard Dimensions 10'x4' 10'x4' Color Color - -. , .41 White Gray. . , . , ., , - -;:y�5a ..fix �., . , ,, ;„. ‘ S 4 SIMMONS' ® BY DAYTON S U P E R I O R 68 DAYTONSUPERIOR.COM 0 DAYTON® LARGE DRY STACK STONE SUPERIOR Thermoform Plastic formliner / 4' / - 1. )- ri � lh II 1111111 . Ili General Information:I istyoh e Styrene and ABS formliners are an economical solution ' or providing architectural pattern reproductions. The rene plastic formliner is a perfect alternative for single se applications which costs less than other liners. The 111,1,1,111111, BS plastic formliner exhibits good impact resistance and xcellent overall erformance. Its reuse factor is s P e e to 10,subject 1 1 r pattern configuration,proper handling and jobsite ' configurations. II Care and Handling: 1 Or To protect from thermal deformation,formliners should not be exposed to temperatures above 140°F(60°C). To avoid_ discoloration from sunlight exposure,formliners should 1 II b e covered with a tarpaulin when not in use. This helps prolong the life of the material and keeps the material clean. Form Liners are subject to thermal expansion and ,, contraction+/-'/e"@ 70°F. Keep away from steam,acids, and certain fuels. t �'1 Styrene ABS 1111Porti ' I �ill,h,L„,`� ' Product Code# Product Code# ill F3170582 F3170507 Uses Uses 1 Up to 10 I Material Thickness Material Thickness Mil labia►1 .150 .150 Standard Dimensions Standard Dimensions 10'x4 10'x4' Color Color rte` White Gray -,,x a Midi SYMONS® ® BY DAYTON SUPERIOR 69 DAYTONSUPERIOR.COM DAYTON® OKLAHOMA NATIVE STONE ® SUPERIOR Thermoform Plastic Formliner 4' // Llner to have t!4'-1R"Perimeter Mortar Joint approximately a)(a• l ,•- -- .,-�� \ radius at joints II -t"Mortar Joints 1 rrtY • . [1].-----.1 ' 1 General information: The Styrene and ABS formliners are an economical solution . 1 for providing architectural pattern reproductions. The Styrene plastic formliner is a perfect alternative for single 1 use applications which costs less than other liners. The ABS plastic formliner exhibits good impact resistance and excellent overall performance. Its reuse factor is 10,subject r to pattern configuration,proper handling and jobsite configurations. 10 Care and Handling: \___- To protect from thermal deformation,formliners should not be exposed to temperatures above 140°F(60°C). To avoid discoloration from sunlight exposure,formliners should be covered with a tarpaulin when not in use. This helps J prolong the life of the material and keeps the material clean. Form Liners are subject to thermal expansion and 1__.- _ contraction +/-Ya"@ 70°F. Keep away from steam,acids, and certain fuels. 1rr Styrene ABS Product Code# Product Code# F947037 F940006 Uses Uses . . 1 Up to 10 Material Thickness Material Thickness 090 .110 n , Standard Dimensions Standard Dimensions r*,,,,,4,,,,,,: 10'x 4' 10'x 4' � � ., Color Color _..si White Gray „sip•="` � a �,i., to _ ,: r s hy.. 4, Y " *SIMMONS' RY DAYTON SUPERIOR 71 DAYTONSUPER1OR.COM DAYTON® OLD ASHLAR STONE SUPERIOR Thermoform Plastic Formliner 41 Mortar Joint%ries 1/M x. General Information: — The Styrene and ABS formliners are an economical solution for providing architectural pattern reproductions. The Styrene plastic formliner is a perfect alternative for single use applications which costs less than other liners. The — I _ ABS plastic formliner exhibits good impact resistance and — excellent overall performance. Its reuse factor is 10,subject to pattern configuration,proper handling and jobsite configurations. 1 01 Care and Handling: To protect from thermal deformation,formliners should not — [1] _ ....=.. be exposed to temperatures above 140°F(60°C). To avoid discoloration from sunlight exposure,formliners should be covered with a tarpaulin when not in use. This helps prolong the life of the material and keeps the material clean. Form Liners are subject to thermal expansion and contraction+1-Ys'@ 70°F. Keep away from steam,acids, and certain fuels. Styrene ABS Product Code# Product Code# F30429 F30427 • I Uses Uses I 1 Up to 10 • Material Thickness Material Thickness .090 .110 Standard Dimensions Standard Dimensions � � la x4' 10'x4' rk " Color Color i r White Gray 5 „... , , :, ...,,p, ,,,, , ............,..... ,._:, ,,_, a SYMON5® • BY DAYTON SUPERIOR 72 DAYTONSUPERIOR.COM 0 DAYTON® RANDOM FIELDSTONE LARGE SUPERIOR Thermoform Plastic formliner / 4' / 3/4•.15^ 1 r i General Information:00 The Styrene and ABS formliners O COO ar y e e an economical solution Ofor p roviding architectural pattern reproductions. The O Deo( Styrene plastic formliner is a perfect alternative for single _ use applications which costs less than other liners. The �t ABS plastic formliner exhibits good impact resistance and O O excellent overall performance. Its reuse factor is 10,subject 2 00,---10 to pattern configuration,proper handling and jobsite configurations. 1 0' Care and Handling: fo protect from thermal deformation,formliners should not O b e exposed to temperatures above 140°F(60°C). To avoid discoloration from sunlight exposure,formliners should be covered with a tarpaulin when not in use. This helps OOO prolong the life of the material and keeps the material clean. GE .00 Form Liners are subject to thermal expansion and OO contraction+1 @ 70°F. Keep away from steam,acids, and certain fuels. CIDGC)C Styrene ABS \ Product Code# Product Code# )C3Dr_.,-, F70334 F70274 Uses Uses O� 1 Up to 10 •_ Material Thickness Material Thickness 150 .150 Standard Dimensions Standard Dimensions 4'x10' 4'x10' 4 1 Color Color White Gray i .'s ir, 4 SYMONS ® BY DAYTON SUPERIOR 75 DAYTONSUPERIOR.COM e40 DAYTON® ROUGH ASHLAR STONE SUPERIOR Thermoform Plastic Formliner 4' i;• �� ff. General Information: The Styrene and ABS formliners are an economical solution for providing architectural pattern reproductions. The Styrene plastic formliner is a perfect alternative for single use applications which costs less than other liners. The ABS plastic formliner exhibits good impact resistance and excellent overall performance. Its reuse factor is 10,subject to pattern configuration,proper handling and jobsite configurations. Care and Handling: To protect from thermal deformation,formliners should not be exposed to temperatures above 140°F(60°C). To avoid 1 discoloration from sunlight exposure,formliners should be covered with a tarpaulin when not in use. This helps prolong the life of the material and keeps the material clean. • Form liners are subject to thermal expansion and I '— contraction +1-Vs"@ 70°F. Keep away from steam,acids, and certain fuels. Styrene ABS Product Code# Product Code# F70620 F70648 Uses Uses 1 Upto10 • • Material Thickness Material Thickness .150 .150 Standard Dimensions Standard Dimensions 10'x4' 10'x4' Color Color White Gray No Photo Available S VMONS a BY DAYTON SUPERIOR 76 DAYTONSUPERIOR.COM ® DAYTON ® RUGGED FLAGSTONE SUPERIOR Thermoform Plastic Formliner 4r / y -, varies \ j(\______ i z cot tlt,..........ii g ) /1 \ . 41.1 General Information: The Styrene and ABS formliners are an economical solution for providing architectural pattern reproductions. The Styrene plastic formliner is a perfect alternative for single use applications which costs less than other liners. The ABS plastic formliner exhibits good impact resistance and excellent overall performance. Its reuse factor is 10,subject B.--1 to pattern configuration,proper handling and jobsite configurations. 1 0' Care and Handling: To protect from thermal deformation,formliners should not � be exposed to temperatures above 140°F(60°C). To avoid discoloration from sunlight exposure,formliners should be covered with a tarpaulin when not in use" This helps prolong the life of the material and keeps the material clean. --11.- L /1 Form Liners are subject to thermal expansion and 00n( contrand certaction ain fuels. Q+1-Ya' 70°F. Keep away from steam,acids, 1 Styrene ABS ,-;;--,671A‘ -- l Product Code# Product Code# • F3170575 F3170500 \ r\S------\ Uses Uses q 1 Up to 10 Material Thickness Material Thickness ,, .150 .150 Standard Dimensions Standard Dimensions ' '1 " M 10'x4' 10'x4' iiima " " Color Color 1 w White Gray Vii' -s0 " Lir • SYIVIONS® e BY DAYTON SUPERIOR 78 DAYTONSUPERIOR.COM ° SAN ANTONIO DRY STACK SUPERIOR Thermoform Plastic Formliner 3y• No Profile Drawing Available General Information: The Styrene and ABS formliners are an economical solution for providing architectural pattern reproductions. The Styrene plastic formliner is a perfect alternative for single use applications which costs less than other liners. The ABS plastic formliner exhibits good impact resistance and excellent overall performance. Its reuse factor is 10,subject to pattern configuration,proper handling and jobsite configurations. • Care and Handling: No Form Liner To protect from thermal deformation,formliners should not Face Drawing Available be exposed to temperatures above 140°F(60°C). To avoid discoloration from sunlight exposure,formliners should be covered with a tarpaulin when not in use. This helps prolong the life of the material and keeps the material clean. Form Liners are subject to thermal expansion and contraction +1-Ya"@ 70"F. Keep away from steam,acids, and certain fuels. Styrene ABS Product Code# Product Code# F70619 F10647 Uses Uses 1 Up to 10 Material Thickness Material Thickness .090 .110 Standard Dimensions Standard Dimensions 10'x4' 10'x4' Color Color White Gray No Photo Available •SYMONS ® BY DAYTON .SUPERIOR 80 DAYTONSUPERIOR.COM 0 SUPERIOR Thermoform Plastic Formliner 4' i Varies ,f.LI r__1__ General Information: The Styrene and ABS formliners are an economical solution ( for providing architectural pattern reproductions. The Styrene plastic formliner is a perfect alternative for single use applications which costs less than other liners. The ABS plastic formliner exhibits good impact resistance and excellent overall performance. Its reuse factor is 10,subject — to pattern configuration,proper handling and jobsite configurations. 10, /^ Care and Handling: �l To protect from thermal deformation,formliners should not be exposed to temperatures above 140°F(60°C). To avoid discoloration from sunlight exposure,formliners should — be covered with a tarpaulin when not in use. This helps • prolong the life of the material and keeps the material clean. Lj Form Liners are subject to thermal expansion and contraction+1-'/e"@ 70°F. Keep away from steam,acids, and certain fuels. Styrene ABS a Product Code# Product Code# F70618 F70646 j a_ Uses Uses 1 Upto10 Material Thickness Material Thickness - .150 .150 Standard Dimensions Standard Dimensions 10'x 4' 10'x 4' Color Color White Gray No Photo Available 4 SYMONS® ® BY DAYTON SUPERIOR 82 DAYTONSUPERIOR.COM • U® DAYTON® SHALLOW FIELDSTONE SUPERIOR Thermoform Plastic Form liner / 4' / 5H , J_,JU JO • r ..21 30°0 General Information: The Styrene and ABS formliners are an economical solution for providing architectural pattern reproductions. The Styrene plastic Is a perfect alternative for single use applications s which c costs less than other liners. The ABS plastic formliner exhibits good impact resistance and excellent overall performance. Its reuse factor is 10,subject P.—) Oi to pattern configuration,proper handling and jobsite U6--:=Thl configurations. Care and Handling: / To protect from thermal deformation,formliners should not 10 ✓ be exposed to temperatures above 140°F(60°C). To avoid discoloration from sunlight exposure,formliners should • be covered with a tarpaulin when not in use. This helps prolong the life of the material and keeps the material clean. Form Liners are subject to thermal expansion and ll IP contraction +/ '/a"@ 70°F. Keep away from steam,acids, �. � and certain fuels. Li Styrene ABS\ tY Product Code# Product Code# F3170576 F3170501 Uses Uses 1 Up to 10 0 P 91 Material Thickness Material Thickness ��nl .090 .1 10 Standard Dimensions Standard Dimensions 10'x 4 10'x 4' ?'.. ...:4 r, _ Color Color .'�- a white Gray M. 4 • SIMMONS. a SY DAYTON SUPERIOR 83 DAYTONSUPERIOR.COM 0 DAYTON® SOUTHWEST ASHLAR STONE SUPERIOR Thermoform Plastic Formliner 41 / 3/4"Nominal 1 1/2"Max. General Information: The Styrene and ABS formliners are an economical solution for providing architectural pattern reproductions. The Styrene plastic formliner is a perfect alternative for single use applications which costs less than other liners. The ABS plastic formliner exhibits good impact resistance and excellent overall performance. Its reuse factor is 10,subject to pattern configuration,proper handling and jobsite configurations. 1 0, Care and Handling: To protect from thermal deformation,formliners should not be exposed to temperatures above 140°F(60°C). To avoid discoloration from sunlight exposure,formliners should be covered with a tarpaulin when not in use. this helps - prolong the life of the material and keeps the material clean. Form Liners are subject to thermal expansion and contraction +/-Vs"@ 70°F. Keep away from steam,acids, and certain fuels. Styrene : ABS I Product Code# Product Code# F30430 F30428 Uses Uses 1 Up to 10 Material Thickness Material Thickness 150 .150 Standard Dimensions Standard Dimensions 10'x4' 10'x4' .4e, r;,� _ Color Color 1 White Gray � vim ta , m • SYMONS® ® BY DAYTON SUPERIOR 85 DAYTONSUPERIOR.COM DAYTON® SOUTHWEST ASHLAR STONE LARGE SUPERIOR Thermoform Plastic Formliner 4, General Information: The Styrene and ABS formliners are an economical solution for providing architectural pattern reproductions. The Styrene plastic formliner is a perfect alternative for single use applications which costs less than other liners. The ABS plastic formliner exhibits good impact resistance and excellent overall performance. Its reuse factor is 10,subject to pattern configuration,proper handling and jobsite configurations. Care and Handling: To protect from thermal deformation,formliners should not 10' be exposed to temperatures above 140°F(60°C). To avoid discoloration from sunlight exposure,formliners should be covered with a tarpaulin when not in use. This helps prolong the life of the material and keeps the material clean. Form Liners are subject to thermal expansion and contraction+1- Q 70°F. Keep away from steam,acids, and certain fuels. • • Styrene ABS Product Code# Product Code# F70625 F70653 Uses Uses 1 Upto10 • Material Thickness Material Thickness • .150 .150 Standard Dimensions Standard Dimensions 10'x4' 10'x4' Color Color White Gray No Photo Available Q SIMMONS' BY DAYTON SUPERIOR 86 DAYTONSUPERIOR.COM DAYTON. TRINITY ASHLAR STONE SUPERIOR Thermoform Plastic Formliner z 4' i i. I -( J ED, _ General Information: F I The Styrene and ABS formliners are an economical solution for providing architectural pattern reproductions. The CI Styrene plastic formliner is a perfect alternative for single use applications which costs less than other liners. The l ABS plastic formliner exhibits good impact resistance and , excellent overall performance. Its reuse factor is 10,subject to pattern configuration,proper handling and jobsite _ n configurations. �\ Care and Handling: if To protect from thermal deformation,formliners should not_LI J be exposed to temperatures above 140°F(60°C). To avoid discoloration from sunlight exposure.formliners should 1r_ _ be covered with a tarpaulin when not in use. This helps prolong the life of the material and keeps the material clean. Form Liners are subject to thermal expansion and rli' contraction+/-'/a"@ 70°F. Keep away from steam,acids, and certain fuels. 1 Styrene ABS 1 �J Product Code# F70614 Product Code# JI F70642 �� 1 D, Uses Uses 1 Up to 10 �^ Material Thickness Material Thickness 150 .150 7+ Standard Dimensions Standard Dimensions l` 10x4' 10'x4' Color Color White Gray No Photo Available • SDA SUPERIOR S 90 DAYTONSUPERIOR.COM x.• �. �..� tr`j Mir ZI; f II 'Y'YR r TYR a 4 k Syryy .`j. ¢ e5� _� °i-.,..,., fir 4^A t 'a:� r �� f--.--,...-,••• z s ti ;=, sxra % xn Stone Veneer over Concrete Walls TAB5 WALL ALTERNATIVE 4 • STONE GRAVITY WALL(USING EXISTING STONES) r r S 4! Impr SOLUTIONS D T EXISTING STONE GRAVITY EL. 32.24 WALL EL. 32.74 A,NI aft10' TO NBA26' MAX. EXISTING / EL. 23.74 v m -H SEE NOTE 3 �� EXISTING EL. 24.38 rhal EL. 24.40„aallef ■ IMO H STONE GRAVITY O WALL TANN*26' MAX. o N WATER SEE NOTE 3 EL. 12.9 1. INCORPORATE THE USE OF MORTAR BETWEEN __} . HORIZONTAL JOINTS TO FACILITATE SHIMMING AND TO PROVIDE A MECHANICAL BOND BETWEEN EXISTING LAYERS. I� _ I EL. 9.40 2. CONTRACTOR MAY CUT SOME OF THE I 9"-0" I STONES TO ALLOW STACKING. Ir "`111 3. THE CONTRACTOR HAS THE OPTION TO POUR CONCRETE FOR THE LOWER REAR PORTION OF THE WALL, USING STEEL BARS TO CONNECT TO STONE FRONT FACE. APPROXIMATE EXISTING GROUND LINE ALTERNATIVE 4 STONE GRAVITY WALL SECTION (USING EXISTING STONES) (SECTION ® NE QUADRANT ADJACENT TO BRIDGE) PROJECT: LANDSCAPE WALL REPLACEMENT WALL STUDY CLIENT: HERITAGE BAY CDD, COLLIER COUNTY BRIDGING SOLUTIONS, LLC BRIDGING 533 AVELNO ISLES CIRCLE X32102 Naples, FL 34119 (239) 216-1370 SCALE: SEC: AS SHOWN P ROE: REV N 12/22/14 Mir SOLUTIONS ralph®bridging—solutions.com PROJECT Na. NDE%NO www.bridgin g—solutions.com Certificate of Authorization #30505 ORNN BY/EIIP NO. 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Designed by: F-li Checked by: R.C •Artist ., tructures Inc . 8415 SW Riverside Drive,Arca•la, lorida 34269/(863)494-2426/Fax(863)494-270 I articticstructures @msn.com PROPOSAL SUBMITTED TO: JOB NAME: Severn Trent Services ` Heritage Bay Attention: Justin Faircloth Rock Wall Repair 5911 Country Lakes Drive Fort Myers, FL 33905 (239)245-7118 ext.303 (239)245-7120 fax Date:2/25/2014 We hereby submit specifications and estimates for the labor,equipment and materials for the following: Placement of concrete fill bags and pressure-treated wood shims to provide temporary support of limestone boulder on existing rock wall as shown in sealed drawing provided by Bridge Solutions $900.00 lump sum We hereby propose to furnish labor and materials—complete in accordance with the above specification,for the sum of.Based on actual costs plus$250.00_1111119 fee Dollars($ )with payment to be made as fellows:Due upon receipt of permitting All material is guaranteed to be as specified.All work to be completed in a workmanlike manner according to standard practices.Any alteration or deviation from above specifications involving extra costs,will be executed only upon written orders,and will become extra charge over and above the estimate.All agreements contingent upon strikes,accidents or delays beyond our control.This proposal subject to acceptance within 7 days and is void Thereafter at the option of the undersigned.Owners to carry fire,wind,arid other necessary Insurance.Our workers are covered by workers'compensatbn insurance. Authorized Signature: Artistic Structures Inc. ACCEPTANCE OF PROPOSAL The above process,specification mid con i tons ar,..hereby'aeceptecL You are authorized to do the work as specified.Payment will made as outlined above. Signature: - Date /76//,— 13 From: Teague,Calvin Cal.Teague(cDSTServices.corn I Subject: Fw:Heritage Bay CDD-Update Date: January 8,2015 at 6:00 AM To: calteaque?gmail corn Sent using OWA for iPad From:Faircloth,Justin Sent:Wednesday,January 07, 2015 6:11:20 PM To:Teague,Calvin Subject: Heritage Bay CDD-Update Cal, Here is the update for Heritage Bay. Please let me know if you have any questions. Carp Planting Options • I spoke with Steve Nagle from SFWMD and he is willing to help us on this and will possibly be able to take a look at our lakes this week. I sent him an email and I am waiting on his reply. Umbrella Association Reimbursement • The total we spent o o L4ndshore- $119,598:32 o L , Management-$2O, 2—see attachment. Thanks, Justin i •04.Justin Faircloth,CAM SEVERN Assistant District Manager TRENT 5911 Country Lakes Drive•Ft.Myers,FL 33905 justin.faircloth @stservtces.com SERVICES T(239)245-7118 ext.306•F(239)245-7120 C(239)785-0675 SUPERVISORS, PLEASE DO NOT REPLY TO ALL AS THIS COULD BE A VIOLATION OF THE FLORIDA SUNSHINE PROVISIONS. CONFIDENTIALITY NOTICE:The information in this email is intended for the sole use of the recipient(s)and may be confidential and subject to protection under the law.If you are not the intended recipient,you are hereby notified that any distribution or copying of this email is strictly prohibited.If you have received this message in error,please contact the sender immediately and delete your copy from your computer. AThink Green&aleaseprint t is e-rnaii only it necessary. ° � Lake &Wetland MANAGEMENT To: Justin Faircioth From: Lake and Wetland Management, Inc. Re: 2014 Maintenance Cost for Lakes 30A and 308 at Heritage Bay 2014 Total Annual Cost for Heritage Bay: $63,944.00(includes$8,000..00 in additional billed chemical) Percentage of annaul cost spent maintaining lakes 30A and 300: 33% ($20,985.72) Projected far 20155 assuming the,same amount_ofchemic;al,.is u_sed. Total Projected Annual Cost for Heritage Bay: $55,944.00 Percentage of annaul cost spent maintaining lakes 30A and 30B: 38% ($20,985.72) Lake and WeNand Management,Inc. (2391 3116947 Office •(239I 313.6950 Fox•fldfisoS fIMOGodWe cad. ;m•w+vw lak_anduo dand.aam Heritage Bay CDD List of properties owned Parcel# Discription 4966087107 land 1 4966087084 land 2 4966077502 land 3 4966075986 land 4 4966075960 land 5 4966075944 land 6 4966075928 land 7 4966075902 land 8 4966075889 land 9 land 10 4966075863 11 4966075847 Lake#30B 12 4966075821 Lake#30A 13 4966075805 Lake#29 14 4966075782 Lake#28 15 4966075766 Lake#27 16 4966075740 Lake#26 17 4966075724 Lake#25 18 4966075708 Lake#24 19 4966075685 Lake#23 20 4966075669 Lake#22 21 4966075643 Lake#21 22 4966075627 Lake#20 23 4966075601 Lake#19 24 4966075588 Lake#18 25 4966075562 Lake#17 26 4966075546 Lake#16 27 4966075520 Lake#15 28 4966075504 Lake#14 29 4966075481 Lake#13 30 4966075465 Lake#12 31 4966075449 Lake#11 32 4966075423 Lake#10 33 4966075407 Lake#9 34 4966075384 Lake#8 35 4966075368 Lake#7 36 4966075342 Lake#6 37 4966075326 Lake#5 • 38 4966075300 Lake#4 39 4966075287 Lake#3 40 4966075261 Lake#2 41 4966075245 Lake#1 42 4966071524 land 43 49660060043 land 44 49660060027 land Heritage Bay Community Development District Financial Report November 30,2014 Prepared by SEVERN TRENT SERVICES Heritage Bay Community Development District Table of Contents FINANCIAL STATEMENTS Balance Sheet-All Funds Page 1 Statement of Revenues, Expenditures and Changes in Fund Balance General Fund Page 2 Debt Service Funds Page 3 SUPPORTING SCHEDULES Trend Report Page 4 Non-Ad Valorem Special Assessments Page 5 Cash and Investment Report Page 6 Bank Reconciliation Page 7 Check Register and Invoices Pages 8-27 Heritage Bay Community Development District Financial Statements (Unaudited) November 30, 2014 HERITAGE BAY Community Development District Governmental Funds Balance Sheet November 30,2014 SERIES 2014 DEBT GENERAL SERVICE ACCOUNT DESCRIPTION FUND FUND TOTAL ASSETS Cash-Checking Account $ 786,716 $ - $ 786,716 Due From Other Funds - 609,147 609,147 Investments: Certificates of Deposit-24 Months 51,126 - 51,126 Money Market Account 1,539 - 1,539 Cost of Issuance Fund - 1,648 1,648 Deferred Cost - 7,677 7,677 Reserve Fund - 605,210 605,210 TOTAL ASSETS $ 839,381 $ 1,223,682 $ 2,063,063 LIABILITIES Accounts Payable $ 3,479 $ - $ 3,479 Due To Other Funds 609,147 - 609,147 (TOTAL LIABILITIES 612,626 - 612,626 FUND BALANCES Restricted for: Debt Service - 1,223,682 1,223,682 Assigned to: Operating Reserves 37,249 - 37,249 Reserves- Erosion Control 58,000 - 58,000 Unassigned: 131,506 - 131,506 !TOTAL FUND BALANCES $ 226,755 $ 1,223,682 $ 1,450,437 I (TOTAL LIABILITIES& FUND BALANCES $ 839,381 $ 1,223,682 $ 2,063,063 ( Report Date: 12/23/2014 Page 1 HERITAGE BAY Community Development District General Fund Statement of Revenues, Expenditures and Changes in Fund Balances For the Period Ending November 30,2014 ANNUAL ADOPTED YTD YTD VARIANCE($) NOV-14 ACCOUNT DESCRIPTION BUDGET BUDGET ACTUAL FAV(UNFAV) ACTUAL REVENUES Interest-Investments $ 500 $ 82 $ 20 $ (62) $ 17 Special Assmnts-Tax Collector 249,995 120,000 125,179 5,179 122,968 Special Assmnts-Discounts (10,000) (4,800) (5,035) (235) (4,919) (TOTAL REVENUES 240,495 115,282 120,164 4,882 118,066 I EXPENDITURES Administration P/R-Board of Supervisors 4,800 800 600 200 600 FICA Taxes 367 61 46 15 46- - ProfServ-Arbitrage Rebate 600 - _ ProfServ-Dissemination Agent 1,000 - - - ProfServ-Engineering 15,000 2,500 5,197 (2,697) 3,480 ProfServ-Legal Services 7,000 1,166 1,068 98 1,068 ProfServ-Mgmt Consulting Sery 38,246 6,374 6,374 - 3,187 ProfServ-Property Appraiser 3,750 3,750 3,750 - - ProfServ-Special Assessment 5,000 - _ - - ProfServ-Trustee Fees 6,815 - _ _- - Auditing Services 3,600 - - Postage and Freight 1,300 216 326 (110) 321 insurance-General Liability 13,673 13,673 12,754 919 - Printing and Binding 1,400 234 162 72 117 Legal Advertising 1,400 234 - 234 - Misc-Bank Charges 750 124 125 (1) 69 Misc-Assessmnt Collection Cost 5,000 2,400 2,403 (3) 2,361 Office Supplies 550 92 201 (109) 57 Annual District Filing Fee 175 175 175 Total Administration 110,426 31,799 33,006 (1,207) 11,306 Field ProfServ-Field Management - - 2,000 (2,000) 1,000 Contracts-Lake and Wetland 55,944 9,324 9,324 - 4,662 R&M-Aquascaping 24,125 4,020 - 4,020 - R&M-Lake Erosion 35,000 5,834 - 5,834 - R&M-Contingency 15,000 2,500 - 2,500 - Total Field 130,069 21,678 11.324 10,354 5,662 •TOTAL EXPENDITURES 240,495 53,477 44,330 9,147 16,968 Net change in fund balance $ - $ 61,805 $ 75,834 $ 14,029 $ 101,098 FUND BALANCE,BEGINNING(OCT 1,2014) 150,921 150,921 150,921 FUND BALANCE,ENDING $ 150,921 $ 212,726 $ 226,755 Report Date: 12/23/2014 Page 2 HERITAGE BAY Community Development District Series 2014 Debt Service Fund Statement of Revenues,Expenditures and Changes in Fund Balances For the Period Ending November 30,2014 ANNUAL ADOPTED YTD YTD VARIANCE($) NOV-14 ACCOUNT DESCRIPTION BUDGET BUDGET ACTUAL FAV(UNFAV) ACTUAL REVENUES Interest-Investments $ - $ - $ 7 $ 7 $ 3 Special Assmnts-Tax Collector 1,308,564 218,094 657,191 439,097 645,582 Special Assmnts-Discounts (52,343) (8,724) (26,433) (17,709) (25,824) TOTAL REVENUES 1,256,221 209,370 630,765 421,395 619,761 EXPENDITURES Administration ProfServ-Property Appraiser 19,628 19,628 19,628 - - Misc-Assessmnt Collection Cost 26,171 4,362 12,615 (8,253) 12,395 Total Administration 45,799 23,990 32,243 (8,253) 12,395 Debt Service Principal Debt Retirement 270,000 - - - - Interest Expense 476,311 - - - - Total Debt Service 746,311 - - - - TOTAL EXPENDITURES 792,110 23,990 32,243 (8,253) 12,395 Excess(deficiency)of revenues Over(under)expenditures 464,111 185,380 598,522 413,142 607,366 OTHER FINANCING SOURCES(USES) Contribution to(Use of)Fund Balance 464,111 - - - - TOTAL FINANCING SOURCES(USES) 464,111 - - - - Net change in fund balance $ 464,111 $ 185,380 $ 598,522 $ 413,142 $ 607,366 FUND BALANCE,BEGINNING(OCT 1,2014) 625,160 625,160 625,160 FUND BALANCE,ENDING $ 1,089,271 $ 810,540 $ 1,223,682 Report Date: 12/23/2014 Page 3 Heritage Bay Community Development District Supporting Schedules November 30, 2014 x xxge xxx xxx oea xeexx o �exxx '� Boa moos .�8 . 00 a m .. — a�d332 v a m N . 0 'I M f� N V O g S `%' 8 a. 883 e.a02g4P-.8 2; q. 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I • jJI e e e9 a IjI S :jj m d 'if P. aaaaaa¢ 5a ~ $ ~ Q a I- Heritage Bay Community Development District Non-Ad Valorem Special Assessments-Collier County Tax Collector (Monthly Collection Distributions) For the Fiscal Year Ending September 30, 2015 ALLOCATION Discount/ Gross Debt Service Date Net Amount (Penalties) Collection Amount General Fund Fund Received Received Amount Costs Received Assessments Assessments Assessments Levied $ 1,558,564 $ 250,000 $ 1,308,564 Allocation% 100% 16% 84% 10/29/14 $ 12,833 $ 726 $ 262 $ 13,820 $ 2,211 $ 11,609 11/14/14 150,646 6,405 3,074 160,125 25,620 134,505 11/25/14 572,406 24,337 11,682 608,425 97,348 511,077 TOTAL $ 735,884 $ 31,468 $ 15,018 $ 782,371 $ 125,179 $ 657,191 %COLLECTED 50.2% 50.1% 50.2% TOTAL OUTSTANDING $ 776,193 $ 124,821 $ 651,373 Report Date: 12/30/2014 Prepared by: Severn Trent Management Services Page 5 Heritage Bay Community Development District Cash and Investment Balances November 30, 2014 ACCOUNT NAME BANK NAME MATURITY YIELD BALANCE GENERAL FUND Operating Checking Account-MuniNow SunTrust N/A 0.10% $ 785,466 (1) Checking Account BankUnited N/A 0.00% 1,250 Money Market Account Stonegate Bank N/A 0.25% 1,539 Subtotal 788,255 Certificate of Deposit-24 Months BankUnited 02/13/16 0.52% 51,126 Subtotal 51,126 DEBT SERVICE FUND Series 2014 Cost of Issuance US Bank N/A 0.05% 1,648 Series 2014 Deferred Cost Fund US Bank N/A 0.05% 7,677 Series 2014 Reserve Fund US Bank N/A 0.05% 605,210 Subtotal 614,535 (2) Total $ 1,453,915 Note 1 -$609,147 transferred to Debt Service in December. $75,000 transferred to Stonegate MMA in December Note 2-Invested in First American Obligation Fund Report Date: 12/18/2014 Prepared By: Page 6 Severn Trent Management Services Heritage Bay CDD Bank Reconciliation Bank Account No. Statement No. I1-i • Statement Date 11/30/14 • OIL Balance($) 785.465.88 Statement Balance 790,993.95 G/L Balance 785,465.88 Outstanding Deposits 0.00 Positive Adjustments 0.00 Subtotal 790,993.95 • Subtotal 785,465.88 Outstanding Checks 5,528.07 Negative Adjustments 0.00 Total Differences 0.00 Ending G/L Balance 785,465.88 Ending Balance 785,465.88 Difference 0.00 Pasting Cleared Dat Document TvoF Document No, Description Amount Amours Difference Deposits • 11/12/14 IRS TX PYMT IRS DEBIT USATAXPYMT -91.80 -91.80 0.00 • 11/14/14 WIRE DEPOSIT COLLIER CTY TAX COLL:ASSMNTS RCVD thru 11/13/ 150,645,78 150,645.76 0.00 11/21/14 ACH DEBIT SunTrust Account Analysis Fee -53.76 -53.76 0.00 11/25/14 WIRE DEPOSIT COLLIER CTY TAX COLL:ASSMNTS RCVD thru 11/24/ 572,405.99 572,405.99 0.00 • 11130/14 ACH CREDIT SunTrust-Bank Interest Income 16.26 16.26 0.00 • Total Deposits 722,922.45 722,922.45 0.00 Outstanding Checks 11/28/14 Payment 767 COLEMAN,YOVANOVICH&KOESTER,P.A. 1,067.50 0.00 1,067.50 • 11/26/14 Payment 768 FEDEX 94.00 0.00 94.00 • 11/26/14 Payment 769 SEVERN TRENT ENVIRONMENTAL SERVICES 4,366.57 0.00 4,366.57 • Total Outstanding Checks 5,528.07 Page 7 • S 8 8 0 0. 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CO n 10- n n N N CO r 7� is * ` u A * F F * F i! .- Yk O •r• C C LL g 4u ` y W g Wg 0 0 0 0 0 0 W O 8 W 8 W O = 0 W g g g O O 2 d= O p W Z W =0 2 V U= W 0 0 0 0 =V = 0 0 U U Ce , 444 ! } } / \ / \ �• S { - } _ - Q � _ 0 ca _ O- ] ) 7 k < Co Co j = 0 0) § § § § 2 / a ! 2 ) . y I / } } S � : _ _ ) k \ ) 0 ) 2t { \ \ )CC ~ | \_ � - � Co kkk 0 2 u R. _ ! 9 S > Z ) t £2 u. ) § z z \ \ ) ) ) \ $ ! ! } ) k § 2 2 a_ U. \ ILI 0 )) § E 0 d I j f ® d MI ®ILI ,I Cl) z § ( 0 ea go 0 ° \ & ƒ ° i - . ` � ,• / } \ \ � 0 \ \ W0 \ 0 3 Z o ° I 0 ° ■ LIJ 0 / Heritage Bay Community Development District $20,125,000 Heritage Bay Community Development District(Collier County, Florida) Capital Improvement Revenue Bonds, Series 2005 For the period ended August 13, 2014 T LLS Tax Solutions Inc. 2172 W.Nine Mile Rd. #352 ax So Inc. tions Pensacola.acola.FL 32534 Telephone:R50-754-0311 Email:liscott'a Ilstttx.com November 25,2014 Mr.Alan Baldwin Heritage Bay Community Development District c/o Severn Trent Management Services 210 N. University Dr.,Ste.702 Coral Springs, FL 33071 Re:$20,125,000 Heritage Bay Community Development District(Collier County, Florida)Capital Improvement Revenue Bonds,Series 2005("Bonds") Heritage Bay Community Development District("Client")has requested that we prepare certain computations related to the above-described Bonds for the period ended August 13,2014("Computation Period"). The scope of our engagement consisted of the preparation of computations to determine the Rebate Requirement for the Bonds for the Computation Period as described in Section 148(f)of the Internal Revenue Code of 1986,as amended("Code"),and this report is not to be used for any other purpose. In order to prepare these computations,we were provided by the Client with and have relied upon certain closing documents for the Bonds,a report from Grau&Associates,CPA for the period ending November 1,2012(Prior Report)and investment earnings information on the proceeds of the Bonds during the Computation Period. The attached schedule is based upon the aforementioned information provided to us. The assumptions and computational methods we used in the preparation of the schedule are described in the Summary of Notes,Assumptions,Definitions and Source Information. A brief description of the schedule is also attached. The results of our computations indicate a negative Cumulative Rebate Requirement of$(574,790.43)at August 13,2014. As such,no amount must be on deposit in the Rebate Fund nor remitted to the United States Government. Also the bonds were redeemed in full on August 13,2014 this is the final arbitrage calculation. As specified in the Form 8038,the calculations have been performed based upon a Bond Yield of 5.4998609%. Accordingly, we have not recomputed the Bond Yield. The scope of our engagement was limited to the preparation of a mathematically accurate Rebate Requirement for the Bonds for the Computation Period based on the information provided to us. The Rebate Requirement has been determined as described in the Code,and regulations promulgated thereunder("Regulations"). We have no obligation to update this report because of events occurring,or information coming to our attention,subsequent to the date of this report. ACV c7.-.e.r ego/446k rea SUMMARY OF NOTES,ASSUMPTIONS,DEFINITIONS AND SOURCE INFORMATION Heritage Bay Community Development District November 25,2014 $20,125,000 Capital Improvement Revenue Bonds,Series 2005 For the period ended August 13,2014 NOTES AND ASSUMPTIONS f. The issue date of the Bonds is November 9,2005. 2. The end of the first Bond Year for the Bonds is November 1,2006. 3. Computations of yield are based upon a 27-day month,a 360-day year and semiannual compounding. 4. We have assumed that the only funds and accounts relating to the Bonds that are subject to rebate under Section 148(f)the Code are shown in the attached schedule 5. For investment cash flow purposes,all payments and receipts are assumed to be paid or received, respectively,as shown in the attached schedule. In determining the Rebate Requirement for the Bonds,we have relied on information provided by you without independent verification,and we can therefore express no opinion as to the completeness or suitability of such information for such purposes. In addition,we have undertaken no responsibility to review the tax exempt status of interest on the Bonds. 6. We have assumed that the purchase and sale prices of all investments as represented to us are at fair market value,exclusive of brokerage commissions,administrative expenses,or similar expenses,and representative of arms'length transactions that did not artificially reduce the Rebate Requirement for the Bonds,and that no"prohibited payments"occurred and no"imputed receipts"are required with respect to the Bonds. 7. Ninety percent(90%)of the Rebate Requirement as of the next"computation date"("Next Computation Date")is due to the United States Treasury not later than 60 days thereafter("Next Payment Date"). (An issuer may select any date as a computation date,as long as the first computation date is not later than five years after the issue date,and each subsequent computation date is no more than five years after the previous computation date.) No other payment of rebate is required prior to the Next Payment Date. The Rebate Requirement as of the Next Computation Date will not be the Rebate Requirement reflected herein,but will be based on future computations that will include the period ending on the Next Computation Date. If all of the Bonds are retired prior to what would have been the Next Computation Date,one hundred percent (100%)of the unpaid Rebate Requirement computed as of the date of retirement will be due to the United States Treasury not later than 60 days thereafter. 8. For purposes of determining what constitutes an"issue"under Section 148(f)of the Code,we have assumed that the Bonds constitute a single issue and are not required to be aggregated with any other bonds. -2- SUMMARY OF NOTES,ASSUMPTIONS,DEFINITIONS AND SOURCE INFORMATION Heritage Bay Community Development District November 25,2014 $20,125,000 Capital Improvement Revenue Bonds,Series 2005 For the period ended August 13,2014 NOTES AND ASSUMPTIONS(cont'd) 9. The accrual basis of accounting has been used to calculate earnings on investments. Earnings accrued but not received at the last day of the Computation Period are treated as though received on that day. For investments purchased at a premium or a discount(if any),amortization or accretion is included in the earnings accrued at the last day of the Computation Period. Such amortization or accretion is computed in such a manner as to result in a constant rate of return for such investment. This is equivalent to the"present value"method of valuation that is described in the Regulations. 10. No provision has been made in this report for any debt service fund. Under Section 148(f)(4)(A) of the Code,a"bona fide debt service fund"for public purpose bonds issued after November 10, 1988 is not subject to rebate if the average maturity of the issue of bonds is at least five years and the rates of interest on the bonds are fixed at the issue date. It appears and has been assumed that the debt service fund allocable to the Bonds qualifies as a bona fide debt service fund,and that this provision applies to the Bonds. 11. In order to prepare the Arbitrage Calculation we have relied on prior arbitrage report by Grau& Associates,CPA with respect to the Cumulative Rebate Requirement Liability as of November 1, 2012. -3 - SUMMARY OF NOTES,ASSUMPTIONS,DEFINITIONS AND SOURCE INFORMATION Heritage Bay Community Development District November 25,2014 $20,125,000 Capital Improvement Revenue Bonds,Series 2005 For the period ended August 13,2014 DEFINITIONS 1. Bond Year: Each one-year period that ends on the day selected by the Client. The first and last Bond Years may be shorter periods. 2. Bond Yield:The yield that,when used in computing the present value(at the issue date of the Bonds)of all scheduled payments of principal and interest to be paid over the life of the Bonds, produces an amount equal to the Issue Price. 3. Allowable Earnings:The amount that would have been earned if all nonpurpose investments were invested at a rate equal to the Bond Yield,which amount is determined under a future value method described in the Regulations. 4. Computation Date Credit:A credit allowed by the Regulations as a reduction to the Rebate Requirement on certain prescribed dates. 5. Rebate Requirement:The excess of actual earnings over Allowable Earnings and Computation Date Credits. 6. Issue Price:Generally,the initial offering price at which a substantial portion of the Bonds is sold to the public. For this purpose, 10%is a substantial portion. -4- SUMMARY OF NOTES,ASSUMPTIONS,DEFINITIONS AND SOURCE INFORMATION Heritage Bay Community Development District November 25,2014 $20,125,000 Capital Improvement Revenue Bonds, Series 2005 For the period ended August 13,2014 SOURCE INFORMATION Bonds Source Closing Date Prior Report Bond Yield Form 8038 Investments Source Principal and Interest Receipt Amounts Trust Statements and Dates Investment Dates and Purchase Prices Trust Statements -5- DESCRIPTION OF SCHEDULE Heritage Bay Community Development District November 25,2014 $20,125,000 Capital Improvement Revenue Bonds,Series 2005 For the period ended August 13,2014 SCHEDULE 1 -REBATE REQUIREMENT CALCULATION Schedule 1 sets forth the amount of interest receipts and gains/losses on sales of investments and the calculation of the Rebate Requirement. -6- 0 O aa O N 0 0 0 in O t-O t-O W O N O aD O O pp V) o N M N C) 0 w O N O N m O O N O i0 o r O N 0 0 0 U O N O N 0 NOM r N O O J v in O i V ai O v 0 N O N O v 0 N O N O r O , o r O r O r . r 0 O O O N N Q W ❑ 0R005 OnO �0000 (OONOulONOoN.00000c00gc7OO� (- (- 0 — in 0 (0 O N 0 r 0 in 0 a0 0 (0 O u') O M O Of 00 O CV Qw `E (� (p dpW 0U) 0NONOU) O 000 0o0 ' o .- caic000ioo } O (0 (v N � e C') N.. 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O N U a' T- T- CO cif CO V It u) u) OD c0 1s h CD 00 OD I I • Z. . i t C) = i '6-7.A1 1 ''''' '.;. ' N s riiii:) , i i i , • Ilia":•:) I i , a � 1 1 co0) I 1 . ..'....4 ; O . , CC3 1 rio.:0 1 0 1 S 1 1 +.4 F i I 1 I a 1 i 1 t 111 Heritage Bay CDD Budget Schedule FY 2015--2016 Key dates to work around 1. No later than June 15, 2015 the budget has to be presented by the District Manager. 2. The budget has to be tentatively approved by that date and a public hearing set at least 60 days in advance. 3. The budget legally has to be adopted prior to October 1 but assessments have to be set and sent to the County by September 15th so they can be included on the roll. Suggested schedule; We are proposing May 7th and July 9th as key dates for the budget but these can be changed based upon the BOS direction.The only restrictions are identified above. March 5th—Discussion of budget and review of Budget Schedule May 7th Draft Budget presented by District Manager to BOS including financials as of 4/30/15, projected expenses and revenue for remainder of the fiscal year and suggested budget for FY 2015-2016. July 9th -Public Hearing for adoption of Proposed Budget Marco Island school targeted by Florida nonprofit that has come under scrutiny-Naples ... Page 1 of 4 Marco Island school targeted by Florida nonprofit that has come under scrutiny BY: Ryan Mills POSTED: J:5o PM,Dec 6, 2014 TAG:local news(/topic/local+news) r special reports Utouic/special+reports) The email was sent at 10:20 p.m.to George Andreozzi's Gmail account on a Saturday in early April. The sender,identified only as"An Onoma,"requested Andreozzi's last payroll transaction from his job as principal of the Marco Island Charter Academy high school. Andreozzi,who has since retired,never responded or even acknowledged the email.A little over a month later,the Deerfield Beach nonprofit Citizens Awareness Foundation sued in Lee County Court alleging the school had violated Florida's Sunshine law by not turning over the records. The foundation,with a mission to"empower citizens to exercise their right to know," has drawn scrutiny for filing more than 140 similar lawsuits in at least 27 Florida counties since January.In every case reviewed by the Florida Center for Investigative Reporting,the suits were filed by an attorney with the O'Boyle Law Firm—a firm that not only shares a building with the foundation,but personnel and money as well. The firm then attempts to collect cash settlements. http://www.naplesnews.com/news/local-news/marco-island-school-targeted-by-florida-non... 12/8/2014 Marco Island school targeted by Florida nonprofit that has come under scrutiny-Naples ... Page 2 of 4 It may seem like a cut-and-dried case against the school,but Shawn Arnold,a Jacksonville attorney who represents about ioo Florida charter schools including the Marco Island academy,says not so fast.While he acknowledges the foundation sent the email—a copy of which is attached to the lawsuit—he says Andreozzi never received it. "That is his email account. However,he did not receive the email,"said Arnold,who filed a motion to dismiss the suit. "We checked his inbox and we checked his junk mail. He never got it." Marty O'Boyle,the real estate developer who incorporated the foundation and whose son heads the O'Boyle Law Firm,said they have evidence that is not true. "We have software in our office that...when somebody opens or views an email,it records it,"he said."They have evidence(the Marco school)opened it and viewed it." The Marco Island academy was not the only charter school to receive an email from the foundation on April 5.The Cape Coral Preparatory and Fitness Academy received an almost identical email that same day requesting a payroll record from one of its employees,according to court records. Jeff Wood,a Fort Lauderdale-based attorney representing the Cape Coral school,said they settled with foundation because the school didn't produce the records in a timely manner. "They didn't try to hold us ransom,"Wood said of the O'Boyle firm,declining to discuss details of the confidential agreement. Andreozzi said many of his charter clients received emails that same Saturday. "We started getting inundated with questions about this,"Arnold said of the email blast. "We sent an email to every one of our clients saying this is legitimate,you need to acknowledge it and you need to respond.We worked with our clients on this.They knew what they were doing." http://www.naplesnew s.com/news/local-news/marco-island-school-targeted-by-florida-non... 12/8/2014 Marco Island school targeted by Florida nonprofit that has come under scrutiny-Naples ... Page 3 of 4 Arnold said they weren't served with the lawsuit until July 29,which is the first time he said anyone at Marco Island Charter was aware of the public records request. Florida law requires the party receiving a public records request to acknowledge it immediately,which no one at the school ever did because they were not aware of it, Arnold said. They sent the payroll record to the foundation on Aug.6,one week after being served with the suit,according to court records. "Recently,we asked them to admit the fact that they never sent a second email," Arnold said of the foundation."They didn't do anything to see if we got the email. They never did anything.They never checked up. ...The just filed a lawsuit." Arnold said that in his correspondence with O'Boyle attorneys,they sent a letter saying they would settle the case for$2,750. He said they never justified the amount, other than to say it was to avoid the cost and uncertainty of litigation. "We take this stuff very seriously,but I do not believe that a person can send one email,never acknowledge that the email was ever received,and then file a lawsuit saying you didn't give me what I asked for,"Arnold said."I don't believe Florida law supports that." O'Boyle said the most economical way for the Marco school to proceed is to call the O'Boyle firm to work out an agreement. He accused of Andreozzi of being hostile and vicious. "They violated the law, and in addition to it,they're saying this lawyer,all he wants to do is fight,"O'Boyle said. "So I guess we don't have a choice but fight." Copyright 2014 Scripps Media,Inc.All rights reserved.This material may not be published,broadcast,rewritten, or redistributed. http://www.naplesnews.com/news/local-news/marco-island-school-targeted-by-florida-non... 12/8/2014