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11/14/2016 Agenda Cedar Hammock Community Development District Board of Supervisors Tont Cook,Chairman Bob Koncar,District Manager Gary McClellan,Vice Chairman Justin Faircloth,Assistant 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 November 14,2016—3:00 p.m. 1. Roll Call 2. Approval of Agenda 3. Audience Comments 4. Approval of the Minutes of the October 10, 2016 Meeting 5. Discussion of Road Maintenance Project 6. Old Business 7. New Business A. Bridging Solutions Recommendations for Bulkhead Repairs B. Lake Bank Signage 8. Manager's Report A. Financial Report for September,2016 B. Motion Assigning Fund Balance C. Resolution 2017-1 -Designating Secretary D. Field Management Report 9. Attorney's Report 10. Engineer's Report 11. Communication to Master Board 12. Supervisors Request 13. Adjournment THE NEXT REGULAR MEETING IS SCHEDULED FOR JANUARY 9,2017 at 3:00 P.M. m O O `rt." O n a O OO O • pl VQQI M�{{ O. K 6 G N O 00 M N N N 2 0 0 p 2 2 -53 C_ N 8 n O O W Vl m r ri _ 01 O. .0 N V! N 9 V V S O p p 3 Lp N pe Nco a . E O �Nn W Q N U a m c •� 3 v e m m C O ^ m C O et110 3 c ! - -o a c E • , Dd CU N • 0 yC pM1�1 0^0 N 0 N E E O r N N E co as tMI q� V m �p m �+ `1L yaI -8 ul V O C 8 a 8 d-- 0 a a m h `z C 5 !y 1 y 0 N 1 ,n a v O 8 Begin forwarded message: From:Sam Marshall<SMarshall@BanksEng.com> Date:November 3,2016 at 3:10:55 PM EDT To:"'McGann,Lisa"'<Lisa.McGann@stservices.com>,"'Faircloth,Justin"' <Justin.Faircloth @stservices.com> Subject:Cedar Hammock CDD Paving Options Hello Lisa: Attached is the spreadsheet for paving options comparison. We were having a hard time getting pricing for the slurry overlay since no local companies are electing to provide that product and our experience with non local companies has not been as good as we would like. As a comparable,we have substituted a 1"asphalt overlay with an"edge mill". The"edge mill"is a small strip adjacent to the gutter which allows a better interface with the existing valley gutter,instead of building up an extra inch of material which would crumble without the gutter support. The mill and re pave option will give 15+years of lifespan. The asphalt overlay life would be about 5-7 years. The crack seal and sealcoat would be 2-3 years lifespan. Please let me know if there are any additional questions. Thanks, Sam Samuel W.Marshall, P.E., LEAD AP CEDAR HAMMOCK PAVING OPTIONS Location Quantify MILL/REPAVE SEAL COAT ASPHALT OVERLAY' (S.Y) $/S.Y. TOTAL $/S.Y. TOTAL $I S.Y. TOTAL Cedor Hammock Blvd. 24,391 $10.50 $256,106 $2.50 $60,978 $7.00 $170,737 Cedar Hammock Cir. 11,385 $10.50 5119,543 $2.50 $28,463 $7.00 $79,695 _ Cedar Hammock Ct. 4,290 $10.50 $45,045 $2.50 $10,725 $7.00 $30,030 Buttonwood Way 8,443 $10.50 $88,652 $2.50 $21,108 $7.00 $59,101 Sawgrass Way 11,109 $10.50 $116,645 $2.50 $27,773 $7.00 $77,763 'Includes edge mill&1 overlay S:\lobs\12xx\1263\Documents\CDD DOCS\1263-CDD Paving Options.xlsx .: 1 of2 „esp..- mora --",,,A 1640 Benchmark Avenue, Fort Myers,FL 33905 Ph:239-334-6760 Fax:239-334-6553 Website:http://pmioffortmyers.com PROPOSAL AND CONTRACT October 26, 2016 To: Samuel W. Marshall P.E., LEED AP 1 tirAVIJ ro to F IGI I.,N t CRI N C. 10511 Six Mile Cypress Parkway Fort Myers, Florida 33966 Pavement Maintenance, LLC., hereinafter called the Company, offers to furnish all labor and equipment required for the performance of the following described work in connection with construction of improvements at: CEDAR HAMMOCK Description of Work and Price: Item Description Quantity Unit Price Total MILLING& RESURFACING Using a Wirtgen milling machine,grind the existing asphalt to a depth of 1 1/2 inches and dispose of off- site. Inspect, grade, and compact the underlying base-rock to attain proper cross-slope(minimum 1.5%), and the required density for paving. I Apply Special MS prime as per industry standards,(.10 gallons per square yard). Cover with#131 sand screenings. Using power brooms and blowers,thoroughly clean the primed surface free of the sand screenings, remaining debris, moisture, or vegetation just prior to the paving operation. Import&Install Type S-III asphalt to finished compacted 1 thickness of 1.5" Re-stripe as per the existing layout Cedar Hammock Blvd 24,391.00 SY $ 10.50 $256,105.50 Cedar Hammock Circle 11,385.00 SY $ 10.50 $119,542.50 Cedar Hammock Court 4,290.00 SY $ 10.50 $45,045.00 Wax Myrtle Run 4,021.00 SY $ 10.50 $42,22.0.50 Buttonwood Way 8,443.00 SY $ 10.50 $88,651.50 Cordgrass Way 4,525.00 SY $ 10.50 $47,512.50 Sawgrass Way 11,109.00 SY $ 10.50 $116,644.50 TOTAL $715,722.00 Notes:Not responsible for private utilities not located by the respective owner. .gam �- ,� 2of2 l'''.: 1..,,i,, ,:1r4p ; k, - s ay New asphalt surfaces may scuff under vehicle turns. This is a natural occurrence with flexible pavements,especially under warm ambient temperatures. Scuffing is not harmful to the structural integrity of the driving surface,and should,if it occurs, blend away with time. Some cracking will appear in time. Although reasonable care will be given,Pavement Maintenance, LLC is not responsible for damage to existing trees or other landscaping resulting from asphalt paving activities. PMI cannot guarantee positive drainage on base courses prepared by others or overlays of existing conditions. PMI will not be responsible for positive drainage in areas with less than 1.5%slope. Pavement Maintenance, LLC will provide a one(1)year warranty on workmanship and materials beginning the final day of the project. This proposal is limited to the items of work referenced above. No other items are Included or Implied. This proposal becomes part of the contract documents. Unit price above are based on normal working hours and does not include working at night. ( please int.) Exclusions: Permits&Impact Fees Lane Rental Fee in ROW(If Applicable) Testing Survey,Layout,As-Builts Erosion Control ( please int.) Unless a lump sum price is to be paid for the foregoing work and is clearly so stated it is understood and agreed that the quantities referred to above are estimates only and that payment shall be made at the stated unit prices on the actual quantities of work performed by the Company and determined upon completion of the work. If the foregoing meets with your acceptance, kindly sign and return the attached copy of our proposal. Upon its receipt it is understood and the foregoing, including the terms and conditions set forth on the following pages, will constitute the full and complete agreement between us. This proposal expires thirty(30)days from the date hereof, but may be accepted at any later date at the sole option of the Company. ACCEPTED: Respectfully Submitted, > , _ (Firm Name) Todd Weber Pavement Maintenance, LLC (Signature) (Printed Name and Title) October 26, 2016 (Date) (Date) • Bridging Solutions,LLC 15863 Secoya Reserve Circle BRIDGING Naples,FL 34110 1111r SOLUTIONS Tel.(239)216-1370 mlphreubridaing-solutions_cont wWw br igi -5olutions_com November 1,2016 C edar H ammock Community D evelopment D istrict(C D D) Digitally signed by Ralph Verrastro PE 39784 CIO Wit,'\* •NN"•S0" DN:cm---RalphVerrastro Justin Faircloth,Assistant District M anager = es•'��cENSe •°'-= PE39784, Bridging Severn Trent Services z r No.39784 ?* Solutions,LLC ou=Bridge * * Engineering Department, - a: STATF OF i r 5911 Country Lakes Drive .9o. Ft RtoPemail=ralph@bridging- � 44' solutions.com,c=US Ft. Myers,FL 33905 4,0orDate:2016.11.0114:s0sn -0400' RE: Timber Retaining Walls Supplemental Report Cedar H ammock CDD Collier County,Florida Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D ear M r. Faircloth: EXECUTIVE SUMMARY This letter report supplements the inspection and evaluation report we prepared in April of 2015 related to the timber retaining walls on the golf course in the Cedar H ammock golf community. It provides recommendations for alternative wall types to consider and an opinion of probable costs for the new walls. It also provides priority recommendations related to proposed wall replacements.The estimated quantities and costs for the replacement of the walls(for the 2 preferred wall types discussed below)are summarized on Attachment 1. WALL REPLACMENT PRIORITIES Replacement of the taller walls at Holes#4,#5,#16, and#17 should be given the highest priority. The wall at H ole at#16 has experienced numerous failures of the tie back wire cables compared to the other walls and therefore would be the first wall to replace if it is preferred to replace these walls in phases. The failure of tie back wire cables on these taller walls is unpredictable.The failures should not be catastrophic but a wall failure could disrupt the use of that area on the golf course for some of the walls. The primary cause of the failures o:f the taller walls appears to be premature corrosion damage of the tie back wires. Other contributing factors appear to include: • The removal of fill from the front face of the wall • Raising the elevation of the ground line wall behind the wall on the golf course • Lack of adequate penetration of the vertical soldier piles during the original construction • Overstress in the horizontal walers evidenced by large deflections The lower walls at Holes #2, #8,#13, the driving range,the putting green and at the entrance roadway embankment are in better condition and may be assigned a lower priority. If these walls are cleaned by power washing and sealed every 2 to 4 years, they could last for another 10 to 15 years. W e also recommend follow-up inspections of these walls every 3 to 4 years by a professional engineer. W e design bridges to fit your site and budget. . BRIDGING my SOLUTIONS WALL REPLACMENT ALTERNATIVES Option 1-In-kind Timber Wall Replacement—A wall system could be designed and constructed using treated timber elements similar to the existing wall. The new treated timber walls will require drilling or the removal of the cap rock to provide adequate penetration of the soldier piles. The removal of the old wall and the installation of the new tie backs and dead man anchors would involve the destruction of the golf course for a distance of approximately 30 to 35 feet behind the face of the taller walls. This type of timber wall has a design life of approximately 35 years. An advantage of this type of wall is that it may be constructed without the need to dewater the lakes along the shoreline to install the walls. The approximate cost to remove and replace these walls including the drilling and removal of the cap rock is $40 per square foot. Option 2- Concrete Segmental Block Retaining Wall Systems—This type of wall consists of precast concrete blocks that are dry stacked with a geo-synthetic fabric (geogrids) placed between alternating layers of the block and compacted into the sand backfill. The geogrids typically extend a distance of approximate 70%of the height of the wall. There are numerous concrete block systems available on the market and they have a design life of approximately 75 years. See Attachments 2 and 3 for brochures for two popular block wall products available in Florida. The replacement of the walls would involve the destruction of the golf course for a distance of approximately 15 to 20 feet behind the face of the taller walls. An advantage of this type of wall is that the removal of the cap rock will not be required. A disadvantage of this type of wall is that it would require dewatering of the lakes along the shore line if the work is performed in the off season(summer or rainy season).The approximate cost to remove and replace these walls is$45 per square foot without dewatering or$50 per square foot with dewatering. Thank you for the opportunity to work with you on this assignment. Please contact me at 239-216-1370 if you have any questions or comments. Respectfully, BRIDGING SOLUTIONS,LLC Ralph Verrastro,PE Principal 2 BRIDGING DCI G Cedar Hammock Golf Country Club fi% SOLUTIONS ATTACHMENT 1-WALL REPLACEMENT COST SUMMARY ' Wall Options e7777d Location Length of Wali AverageHei Fri;of WailAirea 1 2A 28 Putting Green 110 2 220 $8,800 $11,000 $9,900 I-lole#2 142 3 426 577,040 $21,300 $19,170 Hole#4 890 7 6,230 $249,200 $311,500 $280,350 Hole#5 970 8 7,760 $310,400 $388,000 $349,200 Hole#8 92 3 276 $11,040 $13,800 $12,420 Hole#13 111 3 333 $13,320 $16,650 $14,985 Hole#16 372 6 2,232 $89,280 $111,600 $100,440 Hole#17 270 7 1,890 $75,600 $94,500 $85,050 Driving Range 301 3 903 $36,120 $45,150 $40,635 Entrance Road 20 3 60 $2,400 $3,000 $2,700 Total Wall Area(SF)= 20,330 Option 1- In-kind Timber Wall: $40/SF Option 2A-Concrete Segmental Block Wall(Dewatering): $50/SF Option 2B- Concrete Segmental Block Wall(No Dewatering): $45/SF dE3 r{ p� ANCHOR' vertical i� .. BUILD SOMETHING BEAUTIFUL. 4-(L I/\ININC� WALL SYSTL(CI .� t f �M' E;"� �4"^� - ti-. `, sad'z - a : . naorya-v ±��t k l''}If-..;',7..- � � � r 3 X �. t 4 t _ S 1 ' " LF � t , 51Y� q F Ca f� E , .. �3 .41 a' ,:::-2,:.--,.,,,,7,,i .�Trvb ''s.4 fi8r ' 3 RF € CRs Is ;� -:r e5, �c /�t 1 1i izit - a k =-.� i> t has- ,, , 1111 I F i �� I I x '25{=, '� ,.yrs 34 , E �' '3er of e�*4 ?..5 x}k 4�"��t1k',,. — - - S �h h�; 4g k B '+� ,�'khL x r: s, -e ¢ ilf Y Y ftp L a l I., r..-„fi,,,,..,.'n !`".” h Designed for steep,sloping hillsides and other structural ' ' �¢ challenges,the Verticav retaining wall system can be built to , . .... :, virtually any height in incredibly tight spaces-thanks to an impressive 2-degree batter,built-in lug locators,and a nearly 41. � � vertical rise for less excavation and land loss.Typically used F F with geosynthetic reinforcement,Vertica blocks meet or . -.:'-'''.,k`,:-If.,:-- , - '"!':p."ok%tAttlPi.','4';.--""'''. l';''' ' ',' -;'''' ! is exceed industry standards for strength and durability. . „a � •Pinless,patented locator lug gives quick,uniform setback for reduced labor costs ' ° ' •Used in commercial site development or anywhere space is '� ,, �, a ata premium A •Features warm earth tone colors and rugged, , , .ar -, '; rock-like textureIIIV r ,3 4 •Can be used to build gravity walls up to 3 feet 4 inches high, I including buried course,but excluding the cap' a �; #41 •Taller walls can be built using geosynthetic reinforcement or ' the Anchorplex'”retaining wall system when designed by a ' ""k � :H . i''''' qualified engineer '— '.,,,,,.:4-,,. •Minimum outside radius,measured on the top course to the • �; front of the units:5 feet * , •Minimum inside radius,measured on the base course to the x "" r front of the units:7 feet `��� w 'This height assumes insets are filled with drainage aggregate,levet backlit/and clean, "``t compacted sand or gravel and no surcharge. 8'Fu -� ? 'a"> .o' '� ` € '� �'uw'w. w ;k ' s� N r�. o`� sa . iNas' � m' ga. dbh xi� , _"4 ; g .-:7:-. p ( y ' 4 .. E ta : iv + vv t,,.� ,,' . - 1 s PRODUCT INFORMATION x,, �Vw z i1; r ^. -!--7- R ,,...,, ,,,,4 --.L.,-,,tir. -.; .' le.-',",:,!!'''''A' ;.'""'",";144iit'W,',-,,i:.-;-.::,..::-..r=.',1-..,-..;:„...,, `-• :'''-i,.,3"- .-,;':..,,„-z -. '-4A-",:041it- =',. .-.'-'-', .,!„„Vi; < 417* ^;� 'L�' Y ,`m .�„ � "'�3 A�i$'S 1 ""tr,j �&��.' M1 9'k.fi' ��i's -a Tbi .:qu•� _ �� yfk _!`.:;:,.-;;;;47:„;;''..,"',y.'°c ..'.,..';711',,.",;:,:,10-4.417...:i r.'x �fL ,, del. .x r y. ' > $� ;-�, s : `r laa - ': ' '4;.,'N"...53"-,-, i.' n,;;"?-:.1.'. r f 4' w Fa --. �4' :i Y ;. i, I 71*s 4 a ' µz; F" t ae s & s a a � � � s } ¢ I ,a, s., X S' k. S ,, 4'qS o "3 > .t„f Y. a :.w L,""�', '!� f'!,,,,,',?4,'„....,417,,-.......? 3 ., ?re's-,, -ds4,. saa e .gyp; :, 3'f" x x prti '�s a?a it� : ,,. 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Actual dimensions and weights may vary from these approximate values due to variations in manufacturing processes.Sperificatlons may change without notice.See ,,rte your Anchor representative for details.color options,block �,. ::!Af.7.,,,,..:;z,40..' dimensions and additional Information. �Vff visa.: Cc,2011 Anchor Wall Systems,Inc.The Vertical'wall system Accessory Units Cap Corner `s» is manufactured under license from Anchor Wall Systems, Inc(AWS).The"Anchor A'and°Anchor Build Something Approximate Dimensions* Front,4"x 17'/"x 103Aa" 8"x 18"x 9" Beautiful"logos,"Anchorplex"and"Vertica"are trademarks of Back,4"x 12"x 10'4" 8"x 18"x 9" AWS.The mall system blocks are covered by the AWS Limited Approximate Weight' 41 lbs. 101 lbs. Warranty.For a complete copy,visit your local dealer or see anchorwall.com. Coverage 1.22 I n ft. 1.50 sq.ft. Ancl1r Wall Systems,Inc.,5959 Baker Road, A&80810 73.3005.7 08/11 4015 Suite 390,Minnetonka,MN 55345. , ANCHOR' z.z AMID 5(METH IN(BEA jri FUL .3'k��_' n` t,nor �� :ca.' ti,''S§. �'�6WVIrm v� �+rt +�,:-,,,,r,'".".;"...,, ,. n.+ " r'NN"`i;eye e rr, b 2 404. @ .* d KEYSTONE' L' Y M it k ,S ,:-.-4, x. F 1. ¢ �� kc�, . Pe.ri . � . "� ✓ COMPAC1II An industry favorite. Keystone Cornpac III combines unrivaled aesthetic , options with cost saving versatility and proven wall performance. 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Keystone Compac is part of the Keystone structural product line;proudly --- providing solutions that overcome the most challenging site conditions. FEATURES & BENEFITS Together with premier manufacturers,product developers,engineers Ease of Installation and sales professionals;we proudly ensure that Keystone products and •Unit shape allows for tight radius services offer the best site solutions for governmental,commercial/ curves and vertical Bore alignment. •Shorter tail design makes for easier Eindustrial,recreational,public works and residential applications. handling in the field, i _._a.. �M •Triangular shaped pin receiving hole allows for installer•friendly construction When you specifying your next project,be sure to specify the adjustments. improved Keystone Compac Ill retaining wall system. Aesthetics •Variety of colors complement any landscape. For•trorrvalre;ireiafart that,all attic turd unit'ore , Own-alma-4J i;l mini highs strength fiberdlrr.e<pins The `Natural stone texture appearance. connecting pins thus)*cranial:of eerikal or banned sakii k, ', Maximum Versatility and Performance optinu,<crud allow a sensepClSitri'r'meeitiiijcil(O/utealON Willi$orf •The Compae Ili unit design results rernJlrccnewt materials. in decreased unit weight effectively reducing shipping costs while maintaining structural integrity. ,. ( ''''' -/�� •Near vertical or battered setback Key t ie C.lh+ttttG'6,04 /70,15 construction options. The rnreriarkat�gpirt sysrrm ulcers die rritictd di if evenly;delivering •Higher unit-to-unit shear resistance, remitting toil!xrhtrions with uturvpassedddesign vrnarilirytrur7 •Increases vertical drainage through rrructurai tability face units. •Open cores allow for gravel interlock across block interfaces. hvaiii<abI. 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'.:4 l,fii'e;;;;('',. ;',::. *,'*44****nri,V.004:katestittO*4,6*ifelfea,..,,.,',,z,f..,,,,,,,, ,, .,,,v,,,,..,,,4,,,, ,,,t,,,,,,q,-*40,* •-_,Akw.41,.,Vii„,4,,,,ve:V44,41'.„.;.„-005,,,' ,===.1,..-„1„, irgraf,1,4,0„-N, 3,,,AUJAVitMewifotant:*,,,,t,41,4".-*-AktifTawix,,,,,,,,I,44.**1,,,.:,--,,,AK, -4 INSTALLATION INSTRUCTIONS :-=1----t--:-,-,,, --....0,---2--vr - -- , --,- -- :- - ----.- I Peepare the Base Leveling Rad. ExcilV411.Q 1A,tn£,,,,tterich tc the desi-gned v, .11 "•-*i"",-,"--- - ----f-Z6" -'4A.ii.,...iit'-',.;" ' -• -. ' ;:r.1.4i • i i , -..Y1,,t,i Si,,, an:Ids:ph St Irt the!esseliel pad at the tese est ,_,-,,,,.. ,,;;; ;FAiSi;ris.s? • ',', " '. -".'"" I. -'- '' ti•• II 4. moot St i it s is 11' :"L:titS'tsiii,..- Wifili*,k, SZ.s.7.'Wf*:#4,.'Wg -'".-',1 .*,.... '''.-..ki1,4 , ,. ' '''''• '- ,, .' ' • at,X,imiee:11(1,01:01[1:Weth OX,1„,ais,,,..s tas peed -4V-1-P.,, m - -- ...-,„ ,,„..,,,m,,,N <f1/4.-iV'eierj ,Z1,44117i-q4ki*:'" . .7-2,, ,. , ' ,•,, 0 ekrvation change in the fountfaVen.Wee I Mt tam& ,...,,,,e-ii„,,,c46g,,,,,, -i.„4 ti:-.1,-geti...,,, ,-"es-v,„,,,gi" Ai*? d li v.'si;alireacirsiciel biti 01 6.V 50,,,n9 ,-."';',.-77.-.Z0 ,rkNeiltiffitOrotiro ,,,-„. ,..r.,.. .,...ve,,. •--:, „, •,-4--;,' --ad .. „, I „ ,,.,,,...,.con,pacgranut.n ire.cgr,svemit° . ,,. 1!.:::''''''''.-7*:*74t4*;.::::44.stiir,'..W....--._.....' ,;..W,.. . Lir,„1- --‘1/4....,.,,,, • 0•+'.4„,•-•,..i..';.' biuici,or Ye tO IV DO.Mein]stushed sttsiine), '4''''',.-...' 4.r.. yisii,Ckg-i:ii:011ilz.,1x.,.;.- 41ii, Iiinoi' ..,° c,,,p,a to A:6%SLandwd Nom,of greato.0,,-) 44,1-4,,,,,l;,..- 75aa ''.•'.-..,:v". ..."' A La.,:,PEA GRAVEL or SAND 16!itisic,"inu pod :hi .............____ i Install the Base Course. Ci''' Install Fill&Compaction. ..!••••• Preeide iifii' !i'''00-:Owe)dean crushed I Ptca the ft ist course of Koystsxie units end At•-•-.- - to e od fp ith face of waili,":0(ntlfS 1C,A(1-5,1)(>51 &;Or., ,416.,.. , stone drairoge fill behind the units to-a 'Or.''.7.4.r.,,,..•• ,1 kr putieicic.1 Nix.-°Pc"reCeiviitsrt pin F...,e; minim IMI Cit'Slat,Cetieltit xi the tail of one, A4',.--'-''-'... 'If' -..--- ' • '. •i .(1' , 1.-,c,- t I W.,so.0,owl, .4:!:"1 -...: ''',lt'fi...... 0Cornn vt Fill all open spaces bfi.tedcers cLifi'•,,' T';;.'-‘;';'''''i'''i: . - rir''''jitussUle‘sistel‘I.Ves‘st"lingZes firsi"i7C-ou*;se'is clet-t;il. i.iii ,..4,',';'!;4 '"... i..: .......'''. 'i i ''/'' '''''',4',..,i 'l(°_-soIt'ti-' rat. ,----vr, ..,....,-, --,„,:,0--°, . lot accarato an-ti aci.:40ablia tosultti.Keystr>nn ..;,'t It. , „-:-..,-,;,.--.:,:i-, - drainage mateo.o.r rot riu to place ' '-'",\iii, , .41 i. rec-.0minencis mina-um irms1:•dnusist ilipth for iiit'it , - :',"..,..,. -i...;,`. ,..,,,," in liulisllrlint_,:e:(.150...10e:_nrrl)1,7,,....v, '-.-....1„- ham.(rade plawment of Kt.'",istone ones on ."`" ,, • ...„,-:::"-tc.::!,,1 i.;,, 'ita.,S,311ilardl'f,500.1..41 i Pa. -%ftiLL? , -,,t•,',. Pr..ii-no-s)bieloo,gri.icie lot each S' -14 ,-0,10 ..,,,, ,...,....(...1-"a''"3'. "IMP"'n1 4,11., ,,, ?.. • (.21Otreft)Of.L.31!I:0,3h!2tAtai gt:ade t5f•!If 41 LIN:, .f^-St,' .,,si.i. „ • Wha:1,,,t.tt i'L.traalal .-:;;,C,--------------''-- ItIlMtt 11$ Fiberglass Pins. ' ' Install Additional Courses. lc', -Pi Pl4t4t,List:IAN:9FR f,,Nigt1t: pita;tet,t,rite hole: .- .-, „ KW)the toolicow Se(if KeptcM1F1.1ti ad ,.. • of each Keystone.tied as rettiti red Otto0;.,e.of. „. , . „ . . th-..3,11,u9ia.s;c.-,4-15.fitting the PUS ioto tha Cf're',,. 0,p..ns.gaavi an.4,000141'4 Setback for the 7,..,, " ",;,,,rrizi'ii'. Mai,Igular Slisiiped kWAi/oil hok,s lia th.,..1,1flit$ 4g, •..,,,*...,..4i additional COJMIS.Pc-Spa!:in the ftClholes filAii 'i-, ifts,-:' 41 lbcortl.Pt-sI Ow ons%tcerpref the face of the v,re--, - - ,,, • ,. , : .1(.....• r[ 1••1)''11,r,k and t/ie All,,l11,!ilurf mak*(VI naniaci wiFII i pits. e14' ' ° - ' "' JI . ,.' i . 1.''. C .' •'I , i di Id— ti...-th^ii,i .1 “Fa iVisS kw VA` 519 i, k,tb....,.;,i,..,,,,g,c.: ';.,, -, -.. --'..,,., , ;,. .,-,t ,,,r.),,,,,',..,4•,* ,,, •.9 , • 4""&i:'--%'' • '''',.,.i._ :'.,„ ..7.!. .,. . , : ‘,.,..„ ,',4'0'.:':. '' , • ...., •.4,> t7'.'.e, . ...t, 44.-- ',• . .,.. .,,,,.,,,s-, -46,,,,,,, ......' -...-,,,',..,,- 7,-, , -- Capping the Wa0. '.46 'tt,...„'''' '''-',.. - '%':, ' .;*H,,,r,si-i,".*,,,,..,,-;',,„4 0i,i *.'-:::.„.1.. Con iplete yQur Wall ssith 1 1 in approp 10 I`, ali ,k, r:.....,......,:„Y-,i.Vi.:,,, : , ?". ''',..::".•.,-;,, • • ., 1 ‘.(yi.tot,v,,,,ppi,,g...Is.r.,41.,utiitsdiy ig',i''.;,- 7''' .,.,' ard clean.use ef feat all constructiou grade ,,.. --• , -.: ..-4- --ii .-it411,r 7-i,--.:, N.,,,...,..:1.: -.:....tiii,, ,,,,*,.-',-' a,,ilesive on the IC Iserf ace of the last ce,tsici , „.• , taii. Ili+, ,, -i';,,,,:-. .3"ii .11:?-.4: ,” ,..ii.. ,_*,,,,," .1i,. before applyong tali i uer,i1S.LiAckliit arvi 0141K-' ''''vsiai'-''''',','?'''''';.s.:.Ai.l,. 7.7:7"-•.P..'-': -''.." '--''''''-='/'• i's,=‘-.4•Ci:''ts.;:r'''''',1Irk.t:Y ocusna,/to fire '- ,,• •''"-•',4 ' - sh grade. re,,lis4,-,;i"-i.. . .''',,..,,i,c.'t':',:tii,:..;'' ''' 1,?-fM'': '.'''.:,",.:I i' i' ''-'' ":.. u'i:•.'ii' ' i1/4.'%'''i \'''''4'3 ' -..i', t fv-iii,A.,.,,7,W:.,;i.kir;g,7'iii-'-7i2.,.i''i',,.t.a,.:.44k,',,'-',,.,,,,,,',,4.,U-,,4,..A-'iiZ-;r.,,:Vk0.".i".-„i^i„,;i4i'7e,•,''i''c.,-r-,ii:t--3,P'-i,"'Pi;i:.',,'-iJi,iu''i''I'..'iii'..-.:''',';'''',;,,”'4,,,tiii*ii3O,-.sii4o,4. C',";0.Ac:l''' ' 7• :...''''"'....-. iii '1A-I 1. ' 11 eciii-4,___ .s-• 0.,tr:1:0elf i_k, I TREMRON :- PLANT LOCATIONS • • DESIGN CENTERS ,„,,,,,z 1 i r...s s. t JACO 0 N'alit 1 Ail:ASIA : : IrtSitS3NVS rd. tW.MI AROMA 44S,1 $4.10 Pties itm,note- LIM NW 1131,brat SR,:llat,iri IL 158 062 Norttr`lla em..im%0 MST 0,Swat 1144 litallarayl?til jt,(10,,,,,rio.f t$76.1 Arc 4 da.n.ar,14 a LISOWL'a.1C:LtVata Mtn-Y.(1.0,1141 A'',-00.41.:'-'70, ,,,,,,,,,,r4elveo.f 1 Sett (f.ogt t-M-WA Mai•alii.i.nla 101 fiS,...ilrila rX610?-5.i0C4 Al'ErtISAI inha...StieXt/ i.i, 414Mil 0141 LANS l/diltANO IOW MY(ft$ 0 OSA ViLtill 0011,4,1 r 1E01 NW 114111 Street lallkooertguA I1I.XtPLIKOLISOL6 131451 CWiL".3-al Am 4;1 ti I csainintive Ste.p WO SE HO SeOrt 0 10178 11131.1,II.p....?.1 I Scpt Pil)VA.IL 7151311 tr,G,Out-..,it,S34.31 aravra,,1 r,IMO- MY117!-X.Da t akatantl.110,1-111 1o143!103.7Th WAGON:6 r 733;1936 trak r!ht!&k.',555.3 MEI=YACS W'WW.t rOth rb lig ro up.c om E154E3 Keystone Retaining Walt Systerr.s-1.1C•A Contecit Company 4444 West 18th Sireet•Minnezpolis,MN SS43S 14—*'' 1.952)891.1040•www.keystonewalls.eorn iSTONE' 0,-,-;.'...NTECII .., , „...1 1.7.!%or*..6 04-014K,,,,tc,-4.tr<q.,,,,,,,W411$prerssr liC M CY* KlistrtS N144511104 ilk 4,..,01.01,,,WrI., ENGINEERED SOLUTIONS Ktvste te Coalp e Pat,,44,Li Ploti.-,1•Traeoton.Cner1,11-20§A Cedar Hammock Community Development District Financial Report September 30, 2016 Prepared by SEVERN SERVICES ICES 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 SUPPORTING SCHEDULES Non-Ad Valorem Special Assessments Page 3 Accounts Payable Report&Invoice Copies Pages 4-11 Cash and Investment Report Page 12 Suntrust Bank Reconciliation Page 13 Check Register&Invoice Copies Pages 14-23 Cedar Hammock Community Development District Financial Statements (Unaudited) September 30, 2016 CEDAR HAMMOCK Community Development District General Fund Balance Sheet September 30,2016 ACCOUNT DESCRIPTION TOTAL ASSETS Cash-Checking Account $ 96,184 Due From Other Gov'tl Units 2,098 Investments: Certificates of Deposit-12 Months 201,013 Certificates of Deposit-18 Months 100,063 Money Market Account 320,501 Deposits 2,200 TOTAL ASSETS $ 722,059 LIABILITIES Accounts Payable $ 3,749 Accrued Expenses 600 TOTAL LIABILITIES 4,349 FUND BALANCES Nonspendable: Deposits 2,200 Assigned to: Operating Reserves 38,371 Reserves-Bridges 103,180 Reserves-Bulkheads 97,692 Reserves-Lakes 14,995 Reserves-Roadways 287,231 Unassigned: 174,041 TOTAL FUND BALANCES $ 717,710 TOTAL LIABILITIES&FUND BALANCES $ 722,059 Report Date: 10/27/2016 Page 1 CEDAR HAMMOCK Community Development District General Fund Statement of Revenues,Expenditures and Changes in Fund Balances For the Period Ending September 30,2016 ANNUAL YTD ACTUAL ADOPTED YEAR TO DATE AS A°I.OF SEP-16 ACCOUNT DESCRIPTION BUDGET ACTUAL ADOPTED BUD ACTUAL REVENUES Interest-Investments $ 2,017 $ 3,496 173.33% $ 1,195 Special Assmnts-Tax Collector 279,653 279,650 100.00% - Special Assmnts-Discounts (11,186) (10,201) 91.19% - TOTAL REVENUES 270,484 272,945 100.91% 1,195 EXPENDITURES p,dministration ProfSery-Engineering 20,000 7.544 37.72% - ProfServ-Legal Services 3,000 1,363 45.43% - ProfServ-Mgrnt Consulting Sery 35,146 35,146 100.00% 2,929 ProfServ-Property Appraiser 4,195 4,195 100.00% - ProfServ-Special Assessment 2,855 2,855 100.00% - Auditing Services 5,000 5,000 100.00% - Postage and Freight 1,065 407 38.22% 15 Insurance-General Liability 8,120 7,135 87.87% - Printing and Binding 700 738 105.43% - Legal Advertising 2,000 1,531 76.55% - Misc-Bank Charges 600 690 115.00% 48 Misc-Assessmnt Collection Cost 5,593 3,291 58.84% (2,098) Misc-Web Hosting 800 682 85.25% 50 Office Supplies 400 121 30.25% - Annual District Filing Fee 175 175 100.00% - Total Administration 89,649 70,873 79.06% 944 Field ProfServ-Field Management 700 700 100.00% - Contracts-Water Mgmt Services 7,200 7,200 100.00% 600 Contracts-Water Quality 10,910 2,305 21.13% - Utility-Cameras 1,200 1,271 105.92% 106 Electricity-Wells - 139 0.00% 139 Electricity-Aerator - 369 0.00% 249 R&M-Lake 3,000 1,423 47.43% - Misc-Contingency 16,000 1,528 9.55% 133 Capital Outlay 24,825 - 0.00% - Reserve-Bridges 15,000 - 0.00% - Reserve-Bulkheads 15,000 32,512 216.75% - Reserve-Lakes 15,000 100,465 669.77% - Reserve-Roadways 72,000 1,600 2.22% - Total Field 180,835 149,512 82.68% 1,227 TOTAL EXPENDITURES 270,484 220,385 81.48% 2,171 Net change in fund balance $ - $ 52,560 0.00% $ (976) mow FUND BALANCE,BEGINNING(OCT 1,2015) 665,150 665,150 FUND BALANCE,ENDING $ 665,150 $ 717,710 Page 2 Report Date:10/27/2016 Cedar Hammock Community Development District Supporting Schedules September30, 2016 CEDAR HAMMOCK Community Development District Non-Ad Valorem Special Assessments (Collier County Tax Collector-Monthly Collection Distributions) For the Fiscal Year Ending September 30,2016 Discount! County Gross Date Net Amount (Penalties) Expense Amount Received Received Amount Amount Received Assessments Levied $279,650 Allocation% 100% 11/04/15 $ 3,249 $ 185 $ 66 $ 3,500 11/16/15 51,368 2,184 1,048 54,600 11/30/15 119,199 5,068 2,433 126,700 12/14/15 51,755 2,138 1,056 54,950 12/31/15 13,979 436 285 14,700 01/29/16 6,269 165 128 6,563 02/29/16 5,406 84 110 5,600 03/31/16 8,122 25 166 8,313 05/05/16 2,507 (21) 51 2,538 06/08/16 792 (21) 16 788 I 06/15/16 1,060 (32) 22 1,050 08/05/16 353 (11) 7 350 10/26/16 - - (2,098) - TOTAL $ 264,060 $ 10,201 $ 3,291 $ 279,650 %COLLECTED 100% TOTAL OUTSTANDING $ - Report Date:10/27/2016 Page 3 Aged Accounts Payable Thursday,October 27,2016 3:13 PM Cedar Hammock CDD Page 1 SI SWAIER1MPOLANEC (Detail,aged as of September 30,2016) Aged by due date. Document Number is External Document No. No. Name Document ._ Aged Overdue Amounts Doc. Due Date Description Type Number Balance Due Current Up To 30 Days 31-60 Days Over 60 Days Curr. 6 SEVERN TRENT ENVIRONMENTAL Phone: 281-578-4200 Contact: 9127/2016 SEPT MGMT FEE Invoice 13227 2,994.14 0.00 2,994.14 0.00 0.00 6 Total Amount Due 2,994.14 0.00 2,994.14 0.00 0.00 0.00% 100.00% 0.00% 0.00% V00015 CARDNO ENTRIX Phone: 713-666-6223 Contact: 9/16/2016 AUG MONTHLY MONITORING Invoice 206855 600.00 0.00 600.00 0.00 0.00 V00015 Total Amount Due 600.00 0.00 600.00 0.00 0.00 0.00% 100.00% 0.00% 0.00% V00042 FPL Phone: Contact: 10/4/2016 0/2/16-10/4/16 ELECTRIC SVC Invoice 10042016AP 106.41 106.41 0.00 0.00 0.00 10/4/2016 9/2/16-10/4/16 ELECTRIC SVC Invoice 10042018 48.25 48.25 0.00 0.00 0.00 V00042 Total Amount Due 154.66 154.66 0.00 0.00 0.00 100.00% 0.00% 0.00% 0.00% Report Total Amount Due(USD) 3,748.80 154.66 3,594.14 0.00 0.00 1.32% 98.68% 0.00% 0.00% Page 4 CEDAR HAMMOCK Community Development District Cash and Investment Report September 30, 2016 General Fund Account Name Bank Name Investment Type Maturity Yield Balance Checking Account-Operating SunTrust Bank Public Funds Now n/a 0.15% $ 96,184 Certificate of Deposit-8030 BankUnited 12 month CD 2/11/17 0.80% 201,013 Certificate of Deposit-6089 BankUnited 18 month CD 3/9/18 1.10% 100,063 Money Market Account Stonegate Bank Public Funds MMA n/a 0.40% 320,501 Total $ 717,761 i Report Date: 10/27)2016 Page 12 Cedar Hammock CDD Bank Reconciliation Bank Account No. 9995 SunTrust-OF Statement No. 09-16 Statement Date 9/30/2016 1 GIL Balance(LCY) 96,184.22 Statement Balance 96,289.97 GIL Balance 96,184.22 Outstanding Deposits 0.00 Positive Adjustments 0.00 Subtotal 96,289.97 Subtotal 96,184.22 Outstanding Checks 105.75 Negative Adjustments 0.00 Differences 0.00 Ending GIL Balance 96,184.22 Ending Balance 96,184.22 Difference 0.00 Posting Document Document Cleared Date Type No. Description Amount Amount Difference Outstanding Checks 9/22/2016 Payment 001756 COMCAST 105.75 0.00 105.75 Total Outstanding Checks 105.75 105.75 Page 13 • Cedar Hammock Community Development District Check Register by Fund For the Period from 911/16 to 9/30/16 (Sorted by Check No.) Fund Check Payee Invoice No. Invoice Description G/L Account Name G/L Account 9 Check Amount No. Date yENERALFUND-001 CHOCK it 001754 001 09102118 CEDAR HAMMOCK COD 09022016-9995 Purchase 18MTH 1.10%CD(dl BankUnited Investments-CD 150500 $100,000.00 Cheek Total $100,000.00 CHECK M 001755 001 09/06116 SEVERN TRENT SERVICES 12252 AUG MGMT FEE Mgmt Consulting Sery 531027-51201 $2,928.83 001 09/06/16 SEVERN TRENT SERVICES 12252 AUG MGMT FEE Postage and Freight 541008-51301 $5.12 001 09/06/16 SEVERN TRENT SERVICES 12262 AUG MGMT FEE Misc-Web Hosting 549915-51301 $50.00 Cheek Total $2,983.95 CHECK 9 001756 001 09/22/16 COMCAST 09072016 9/19116-10118/16 INTERNET Utility-Cameras 543029-53901 $105.75 Check Total $/05.75 CHECK 11001757 001 09/22/16 GAMMA TECH SERVICES,LLC INV-8004 IT SERVICES FOR GUARD GATE CAMERA Misc-Contingency 549900-53901 $132.50 Cheek Total $132.50 CHECK 9 000006 001 0922/16 FPL 09022016AP 8/9/16-912/16 ELECTRIC SVC Electricity-Aerator 543051-53901 $232.71 Cheok Total $232.71 Fund Total $103,454.91 Total Checks Paid( $103,454.91 k,.„,.�,�..,......-,w,_��.,..k.,...�.__.,._...._m_m- ..�.... Prepared by: Page 14 Report Dale 10/20/2016 Severn Trent Management Services CEDAR HAMMOCK COMMUNITY DEVELOPMENT DISTRICT Motion:Assigning Fund Balance Reserves as of 9/30/16 The Board hereby assigns the FY 2016 Reserves per September 30,2016 Balance Sheet: Operating Reserve $ 38,371 Reserves—Bridges $103,180 Reserves-Bulkheads $ 97,692 Reserves-Lakes $ 14,995 Reserves-Roadways $287,231 Total Assigned Reserves $541.469 RESOLUTION 2017-01 A RESOLU'T'ION REMOVING CAL TEAGUE AS SECRETARY AND DESIGNATING BOB KONCAR AS SECRETARY AND JUSTIN FAIRCLOTH AS ASSISTANT SECRETARY OF THE CEDAR HAMMOCK COMMUNITY DEVELOPMENT DISTRICT WHEREAS, the Board of Supervisors of the Cedar Hammock Community Development District desires to remove Cal Teague as Secretary and appoint Bob Koncar as Secretary and Justin Faircloth as Assistant Secretary; NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE CEDAR HAMMOCK COMMUNITY DEVELOPMENT DISTRICT: 1. Bob Koncar is appointed Secretary;and 2. Justin Faircloth is appointed Assistant Secretary. Adopted this 14th day of November,2016. Thomas Cook Chairman Bob Koncar Secretary ENTER PROJECT NAND BELOW ••DD NOT PIMP SATAN ACTUgr_COST OR UNOERIOVFa talnseT TM tit dales Iliauv id Cedar Wamnlock COD ' Project Summary TOTAL srcet 0203,201 rOTAL APPROVED � ~ ' i `x'iz.,. .`s�X ,°{.,6 sfr S,�., ,.,�_✓,5.4 :'Sol-.�v,5-."i!e�. ',t-Jv'.,r.�T i.'•�`. .aJ�$`l a'r;y.z.vsr.�T �y�f`+ L'ic-:',±: $215.200 PROJECT ACTUAL AMOUNT ACTUAL COST UNDER/OYER STATUS NOTES APPROVED APPROVED BUOCF7 Bulkhead Repair Project 428/2015 70.000.00 9 (70.000.00) Completed IncWdestEngneedng,roes ro,OcBCouree, arts Aremic Sxudures tees) Bulkhead Repair Project-Engineering 4/2812315 7.400.80® 7,400.00 Completed Slide ng Solutions Bulkhead Repair Project-Nsquare 16.650.00 O 18,650.00 Completed Bulkhead Repair Project-Golf Course 4/282015 16.712.71 ® 16,712,71 Completed pressure Washing&BUning Additlonal 3522.00 far emergency work on bulkhead EI8 Repairing approximutely 70 vhalers estimated at Builkheed Repair Project Artistic 4/28/2015 30,140.00 30,140.00 Completed r5e2p4a501A-d'Dumelrgd Structures oenn c8y2 whalers to be repakforxl8 bulkhead 05 iota:nog yell&Rego 42-Anemic Structures Artistic Structures Repair I 3/16/2015 4.35000 1.65000 0 (2,700.00) Deterred said the remaining repays were not necessary at this time. Holes 5,9,&18 repairs to th a bridges-Artistic Artistic Structures Repair 11 3/16/2015 875.00 - (875.00) Deferred Structures said the mmaloingrepaire were not necescary at Mistime. CES Lake Testing 1/11/2016 1.110.00 1.110.00 a - Completed Testing and coring of lakes 8,12,13 Lake Aeration-Aerator Equipment 1/11/2016 15.000.00 11,465.00 file (3,535.00) Completed Projected at S10,005 g0 Lake Aeration-Power 2/8/2016 16.00000 14.60000® (1,40000) Completed Canino WolVPump Project 2/8/2016 75.000.00 : 74.400.06 0 (60000) Completed cunamryworking wim Bmtceye Spnnklerle install IWO intoes an the uthei walks ata cost of 5141'00 Road Coring Samples 4/11/2016 2.000.00 1,6W.00• (400.00) Completed Back Gate Equipment Fix 5/23/2016 895.00 895.00 a - Completed Cedar Circle Pier Not to exceed amount-sent signed proposal Cedar Hammock 5/9/2016 27.00000 23.578.60 0 (3,421.40) Completed overto AR810 Structures on 5/1e/10-Pirated Replacement should begin in October 2018. bulkhead Repair Project-B.S.Extended 10/10/2016 3.070.00 3,000.00 0 - Completed Contract signed&received l 0/19/18 Services Total 215,230.00 203,201.31 (12,028.69) 1