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FLS2003-10054FLS2003-10054 L 2301 CHAUTAUQUA AVE CHAUTAUQUA SUBDIVISI PLANNER OF RECORD: MHR ATLAS # 244A ZONING: LDR LAND USE: RS RECEIVED: 10/23/2003 INCOMPLETE: COMPLETE: MAPS PHOTOS: STAFF REPORT: DRC: CDB: N CLWCoverSheet ~. Avr•30. 2004 10~14AM ~_ - ° 40b9a~Fs lilyrtla A~ar~s r ~~ ~~ 7~,.68$.,~', D ~IYA7' !Ya'154A~] AP'P'~ICA7'fON Q. S[~ARIT 12 COPIER OF"t•~IE OfA1l.T40N tfdt~ 1) oS~ Z~ d anQ 3~ Bided sees at ale ~a Q 3118~gTAPPI.lG4'f70Nl~S ~ No•1644 P• 2 ~~ ~ A71,~LS PACE ~; _ LAIC lE~ CLASS~FICJ1'i'~ • St~lll~ING liS~ ~ AC~AC~~ ~: . tAOt~Tfk 3OLllZt VYYP34'!: E11Si: ~ N'03'~ Y3 7'O]'.4L 3i•C3 D~ Ai1DN ~Qti~iB} WPFl1CATfONS F~t_1J~S SITE PlAN S~3'~ ~,~ s~e.~~n n~,aF~vx .Arr~c~~a~r Sfwlglee F~otf~y «.1D7~ ar L e~y) R I~ ~'o,~ect devised 11/05102) ^~ TY~'E UR F3tiNT~ ~, air, PRO~nr ovr~t~ aNO ~-'noN: (cdd. see~oeR A} .APP~~CAt~T~NAll1~ Bpttluad Hco;es of $].oxida, zaac. ~ 2b37 ~Coxaaick Dx'~'v'e, Clearwaater, .FL •• 33759 ~~ 727-6692449 ~v~ti~-eq4 ~ SAX ~ ~~~~ Lawreace $, D~mmitt & &~.~ry H. D3manitt, Jr. as Tree ey~',Amen~ed ~.evocotsle Liming ~7~t gc~~`nu-n~ ~eoi~ezt PexgaSizzi; ,A;TCP ' Gulf Cost Coasnlti~ag, Inc, 13b30 58th Sheet B., ~1~.4, Clearwater, ~, 33760 PKONE 727-524--x.818 Fwx _ 727-524--b090 ~ _727,644-2695 ~~ petgo~gulfcaastcousuZtingiac _ com - --- - _ B. PRUP DE1IEtpP~IT~lMKOR~ATtbNl_ (Code Sept 4~J1j . srrAOas: _ $'/A - Vacaat Pxoperty West o£ T,a3~" C~autaugaa ~~ Sea Attached 32128JLb/14922 Nttweg~ 32/28/X5100000 00400 ~ ~Pras~,nrate2y 23 Acres . ~ ~ • ~p g~g~ S?.fl81.e~l~amilp Detached (46 na3ts} (nuseaatd~flrg ~ daeel roef~us ar eaerrat~arpo ai ~ ~ DE'1'!ON OF r~ 'Tae~e~, - nue ~~db~.e Sta~adard Deyelap~ut peer See Z--.103 ~ . (~xyude a0 rogtneeled cad. dwiwd<xs~ asy In auee~er Q p~g4tg Apoal(c uR ~) l.at s~Zem less t1~ 10,000 s.~. i:a~ some 3.ots, lot p3.dths ~.eSS t~ lt~q feet, reduction in fxout, ,.side aLUd rem Setbacks . (~~~a ~s~.,... L ~ .d Q n n n e r~~ I -~L I ~ t of A ~ Fbal6is F Dmaac /1Qp~oelm 3~s iieeddr.i~at sib P [~paf o..^.~•r ~~ Apr.30. 2004 10~14AM No.7644 P. 3 :• ' ~ ' - ~ TFUS APQLICAT70N IlW/~dl~ Tr~ ~ OF ~ 3ttGF{iG {f'OR~ A YgRP P!-AM~ I![VTT o>:~Ot~arT, 1732.A t~.YAPP<~V®() 9i'E~ PLAKI YES _ .,,,, Na ~ as>~ a ~!-dtta~ ap~ma do~oattpards} G. PRiiOF OF ~; (C~ S~ecflan 4 si181iA!'T A t~PY GF TIf'I?7'~.I= !l~1~4~ P't7i.tCY, I]E~ ~A~AVIT ATTESTING ~ 7°F~ flY1MBZBt~ t]FTH~ PI~IOP~TY On FiJ.e - p~eeviously subudtted with Zoning ®t~as Amendtgeut Appl.a.cat:ion 0. WRI'~'~'F~1 SUBIi~T~JAL ~U~PT3: (Cadre 3~73A~ ~ P~vrlde compete respormea Io ups sbc {~ cAi. AP~'t.1CAESt,it 1r C~ift"$~A ~- £ ~iir each rya rs tp t: 7'tm pmpnsdd ~ of the ~trd vat Ise in trprrrrw,y wRh she s~aley h>~ , daeal~ and elan ar~1r of ad~int pedp~aruea Ie vetri~ ~ ~ The property is pxapaged to $e developed ~ritb~ k6 s3agle~faml..Iy holates, aQU,sistent nth BS Land use gnd LAR $oaiag, wi~ich is the aan~.ng of adjacent reaidexttial prop :~• , west Qf Chax~taugU.$. Awe. is the back/rear Brea of e~,stang 2 The P~"eP~ ~'~ ~ hmtleC ar dlsoo~sagn ilta a derebpnfent ~d ~ 4f adpos~tt and or st- ~'~ ZI7 st suxroveadin~~xvpert~ is developed ~.th siagieWfam3Xp deir,a,ched homes not aa3r the value of_adjacent property. 3. Tltae pXOposed deve~ient wdl rat advetaely attest the ar s~sy ar persa~s Balding or waridag In ttze 6crhood et the t~ Tbis development ~v~iX.i be 'buffered by Cl~Ctj.~,~+ trees, 4r fences aRd walls. -The proposed 4ti =~..~ is ha~we ~+3•+~+sAj igpact t4 public faeiLzt~.et3. kxapvsed xesiden~t uses are cotn~patible ~ltb, existing residential uses. ~'he~4g e~`-a>t:`~ s ~ene°ate 440 d$~y traps, 46 ~f eak hr~~ur Th~.s zs a~n3>aal axxd ig less than one (,1~) perces~t of IIS 1.9 capacitor, ~~ ~. Tlw proposed tt Is aa~atu uric the contrtuadt~t dsr o! the immedtaes v~~r vtthe I propa~d 14* deuelapn+ent. Z'ropertie~ to the north and su>;th are s3.ngle-faimi~.y detached, s3.n,gle~family detac,ixed a,s proposed. Auto dea~.erships to the west o~i7.1 be buffered. [~ s. 7'he dealgn of ~ ~ nd[tiar>zes edaense eBeees. vim, ooh and aiMrmry seCl hoots ~ aper~f'on „ °np1O The developmez~,t is designed vtit:h perimeter fe=lces/wa11s, many e~.,sting trees have been preser~oed. The s3ng7.e-fam~.ly homes shoul.,d not have any adeerse visual.. acoustic; ox oZfectory izapacts. (~ /. , r ~ , . ~, ~ T A p1 wins mmpsna regpwmes Io a.~ ae+~en m e~l'TIa. trams. ~ ~Trt~u--- + ~ eadt airerta a . Ea aet+~ 1 Pmt d the ~a~l ~qpo~ ~r d ~ cth~wis: aev~or~ nom the Les~y and 3h~e to Che egtentt: of wetZ.ands on the site and adjacent to Lame Chautauqua lot sines wed to be reduced to pzgctica'L7.y develop the site with single_ft~7.y detached housiul~. ~E- Page 2 of e - Finable sty D Appitaelfon Sltbe ~oil- i~aldenWl ~ Pn~d- C:rh-of t~mrraiQ ;` .' Apr•30. 2004 10~15AM • ~ No•1644 ~ P• 4 w. 2 711s aE me paned popaasd ~ dielteioptteet~ ~ a tffildwlltlal ink! pit~t w~ llot re-aar~r ratftlos ~r sair alarm tis.r,e ~ aditt~g p the ez~ing +w~l aF ~ ~ and t!w pta~d , otlhe airta ~ the a~rrpor~lsrdz#,j Accoxdang to Pinel.I.as Couat~ pxoperty Appraa.ser data, the ~tisx m~1t'~t vad,tte is _ ~I.75 million and upon development this should incxease to $20 mi~.3iaa~. Develop-r ~aeat: with hied hott>es in a private City should enh~ince the value a~ abutting a ~ u~ wl~fdrl thm ~edti9l l~ P~ ~ perlefae~d ~ the cay or detached homes are rted iu the L~3R zoning distzXct. 4 The ~ ar mbc ~ a~ t~lii<I the nasiclelt;~l hd^ plgJsrs a1+a t+r~h adjsesnt faeld Itsles. ~bie s3s~gle-family detached homers are tata].iy cotttpazxble trrith the si-aga,e~-tamilp detached homtes to the noxzh cad south, ~~ ~ The de~op aF th®P wed far a as a reeidala~t ~ 1 tlril the 6rmledHaor: vk~lrty of tyre parcel as increase Snd u-o:±zade the g. 7118 deai~l of ltle ptapg9od reetilerdial hr~ ptnJsr3 o'r a foer! and ftttiC:tlOn ~ the (! aF~s h~mmed~Ae -- ~~esigpr~se~e~~s~°~tree`~s~",a,~s spectaculax view of Lake Chautauqua, and pro~des extensive olle~a space within the developt~nt_ 7.'his will enhance the cdna.~~-; ty cha~raetez. 7. tae~raty in z m wt widBl, ragldrad aema~.r, h ant! olF are pl~rt 4y tfle ea rtaliRyr cl~ar~tr and tllm irrmlediama r [d tRs partd pfd far dew~apnlent arld ite Oily aF CieeetlaVer as a +rttntls 10,040 s. x. A,71 frcmt setbachs tr~ceed 20 Feet, and a1]. lots exceed 60 feet ~.n width. ~.vezage,lat a3xe is 13,2'yQs.,Ey average Xot width is J xhase ~fi' feet _ _ dev~.atians arc just~,f3ed to preserve atet,~.erids/tz'ees and h~ene~~,t the comtltunit~y as E CATER l~IJ1N ,tJBMR7AL ~QU~"S: (c~Sl od ~ D Cr~ersa i >3tnd ~~~ 3 ~ s1'ORliANATt3i PtANt to the ~ ~~~~ /MS arl atf~l and rritlnidpel ameor f~r,opor~ad 86alrn~ deelu~fOgA'e~rtlb„ awes a tup of tae d clogs and owlet norMtiot a~lw~a®c sODma~Me~ptr Calatintlorls iar ae0elruaGtnl aed ~r gea~i. Siplagtna ad Fiaride wed Rq F.i~la~ aR aY plate and COSY t~ P~M1T 114Gi1.t~1' 1.E7'T~fi t7Ft S~tf't}i9YE3T t~DA YYA7~T lYlMlAtr L113T1ilCr ($1AIF~Vep) Ff' stTu ~aPP~~P~'mafC=y.~ a COPY aF STA7E AhED t~tiNFY STQIZMWA182 3YSf~ T~1 P~H7' APP1JGTioN$ ~ app>kahle - ~/~ '~ ~' ~!°~ D~7! ~N Flll.. t7'~1~114 ad~~~ian~ 3 or s- tale 3fandend ~~ ~:~ F~ ~ -c~-a /~ Apr•30. 2004 10~16AM • ~ No~7644 P. 5 ... SUPP~~i't"AL SUBMl7"tAL. R~t11RE~11'~: (Corte Sec3~Qn 4~Bl2J1~ . t~ an~~~stiszv~r~>~~~°aa.«~~~ EX ~ ~RVEY g tease cn site and rriU~l ?~ at the a~lpcaru sibr. by . s~ toBH 4- ar ~eoer~, and ire ~P ~ ~ D ins !Q ae ret»o~ ~ ~T~ ~ cFr~eE= rY; a ~~c~ olal~wu snug ~, „,fit $ r to tlmvkstlorts to ttre~ parl~6tg s:grde-~ds (tes Re7dtaee Irpaber' of sitanats}. ~ ~, the ~ nes appicadort, efts aletllodolog)/ d surh ~ltiall tfe spprCaacl by ttte Carrtmratay ~ CAOn~oor ! aha! be to ar~nr+d---'-~ raid, ad:fa~ prrralpies. Theettfutgls of me,~sry vr~ tae et~d iln deeiy whe6ter t: me d~viaRlorts aQ me Porte stes,e~re' approveed; ~~ ~-~4 ~ PLAT, a~ 1Tr0Ya: ~ 1Ni9 itG[ be ia~e®d luetlf d riemlr~ a'Ihid platlA prgvirbgd~ E7 ~Y OF RC-C~® #~tA7. ~ appirabre} ~T~~• ~ Sil'~ PLgN SUBMITTAL ~ { 4.2aQ.A) l~~ SIT~~ ~foYVfig tninemagolr (not 8o eooreea 2'r ~ 3~ . '~ ivicettt arrow; '.~~ spar scare sew ane eat ~! $et~ and a~ pre~aradk ~ htderc sheet ~arertc9ttg irupridual sheets letdr~r it par~ar~ ~ Faotpdnt arts alas ai:ad E]0.s7~# wand Footprsnt and ~ ~ ~ and ~' ~ w~ errd prapa~ aobapa ar atraq~baatdndttra<~ uses. l+xrg dew ert~ts so dam' ~sr as . Ards. sae m~ee, and t ~ t of all eatdetxa~Y ground oft veao and vr~lb hebt~'+t, ~ ~ Lcradon dad v ad~Ceret do the lilac ~' i_or~or: aE es~tug prddc and privaie utitisfaa, urr~nq ire Rydr$rda, s0orm grad sanity sewer e~tee4 manrtcdes sad lit sraeo~ Sea puaekirg . drireu~aya, >deprng areas and uehiadar taan ~' ar ~ ier ears o e~ta~l egrau ~n ~~ ~ Sectloet 3,ZOi(fi](r) grad fttdat#~(Yi~ ~ Lu~tlgrr of all landscape ea~uer4~ak ~ Lor~diorr of aiE arreilae and al[sab t~Eer "~ tocatlon of atl st~rtg ~d propa~ed deew~aiw, Si'i~ pATA TABiI" for e~tlng, no4ui~d. and ~prvposed dam, ip ~ forirr Number of dwelgllg rotes Nurrdtar d PIZIDPO~ pr~ ~ GRtas i~ aY~ eisavo~d b early ~ , Parfdng apae~ fatal rAJtober. praseetlad Tn tadrAlar'ioera wilt ilte ntuttder ~e+eger~ad ..,.._ 3~e ~ P'e and driwnteays, ;eatrtraaae~d itr a lest and pwoe~age a~the paupd ubhtr~arr BrgaC ~ C~Cf~eil racvrda book sort Page pttltlpee:s aFaN,mdsehtq l eaeerrreaeC g and heir ~ lrrtpatlneebie wa>ar~ tatlD (1.3.R} at+A F7onr aqg~ tat(p (BAR) for aA ~ uses. . C~ l~t]{~ SITE PLAN 1n e~ ($ S4 X '! 1) and caior ~deritg T possrbiec F~ ~ CND A~ Aar ~ tUdoArig addsr>mtat it ~ aNs p~ .,~, dteedbot o ar spat a~agpes oa e~ac . Ol~r~ eisYe6Ona i<~ad m e~+aa6.ea0e the prepoead sOoaMM~Aa1` dirx the parosg g 1 ~ weir ns~tg ~Ilaand ®~ue b~ ~aTo retainiiag ~a.].~s proposed at this ti~+ne) tAt Ines and bvi'kiv~ lkt~ {oned~ ~eeos arrd drwias (dlar~ralaro~iX Tipe~ prep~d bye certified arbe=i9C, of aQ tn~t 8' neti cK gnart~e; ,wig s~ campy (dry rises) and oordisiort aFstasrs . ~ ~ (I to a prepared, if rec~uirrad b~ thea Cif of Clearwater ~ 4 oiB ~ Waddle ~avldard DtwdopmelK /lpplip6ldOn a ~7l iZesieierd~! tr~ Gty of ClserwaBe~ Apr•30. 2004 10~16AM . No•7644 P• 6 H. 3.,A,NDSCAP~iR~ Pl.J1i~i SUBYiTTAL R~QUIITS~ {Sel~or~ 419Q~Jy f. BUtLD~ E~VATION P~1 St1BY1T['/e11,. REQi!!"3: (fit 4~~'2.A.~3) >~qu~d ~ the eat the appac~Ion ~ de+~aprra:nt where deafglti e~ in issue (eg. 7oudst grtd Der t]) ar as pmt of a ~eCctt~ iit h~or a Rai !aA Prnjad. ~ ~ a~vATtorv l~t+vml~s - aY aic4~.af a4 - ~, edam ar,d „ ~ . $ RC-i5ll[~7 81JILD!!~ 8E~/A7I~tV5 ~ four s~de~ ~A1 w~h odors and tnamerlala to a (8 SS 3( i'!) It~1dt ~d whWs amd caior rerdesia,~ !f Pte) as - J, Std1U#C~; {I~ivit~~ 4~ SIGNS 1 31j ~ ~ and atta~ey sigr~ t~rovide ~ and (area, ~-~, ~y vriii be retnarad dr ~t ~ tr~ee~tdlry a~ l~wade demos lnd~dit~ tac~tlon, ~. ! ~ a~ 4 C,on~hens~re Stg~t Pn~rn ~ agp {on and taa may. O d si~nage i (8'.4 X irt) (ai4r~, ~ submbtlrg C~ ~ p~ K. ~c iwlPACr srtinY: won ~t,cj ~!~ ^ ir~Mie as iegtdnsd if ~ w>il dew the aoe reVet ~ service for a+-y roe~dwray as adoQead ~ th4 Cpt~ve i~en. TdP 9erre~on aha! bye tressed cqt Zta~ most ro~rd e~doo ai the I~~ nlT~ a 739p t;a~+ d Aldne~ i~ ~ Serdlori q-809 C of 1ha Caelut~r ~ ~ iW ~r4ePU0n! t0 this rage~renaird; L SKiN/--Tt: L the ~, ~ the art r~ made in this ate true and aceurare 8d the ~ d ar~r lmoYriedge at+d ~ ~ra+-~ ~ a~rr ~,d ptam~n tr,e arty .~, ~- n ~~ o~ i ~o=~ga ~eni= srw~ a~ caaf,~rrr aF r~ m and ar~a~atbad tra6ee !ae thi9 „_ d~- of n.o ~ me and~ar g- pis ~~ • ~ ~ _ n n ~~ ~~ Apr•30. 2004 10~16AM ~. _ , No•7644 P• 7 Lae D.~+~ ~rd~ S , ~ - . _ ~ ~r ~3 s~ art a~3.~1r amt ~ zap ~~eaaed.A~ Iii. ~ ~s ~rnp~i r forwfr~r~ ~ ~~ ~~~~~~ tc~ ~.. ~-roat ~ ~ ~ ~ tadvae ths C~h- a1' ~: ~a as~d ~ na+ ~ ~ ~ Tint (fey, ~ ~ ~i. he+~r ~~~ ~~~ ~l~KM~ r?'T'~ . , ~„a ~~ aye ~wrdaAr ~ ~ ~r 1~ ~Li ~~ - ~+r a c~ lya~aasi~orwn 1~h~4'~ ~ ~~ ~~~ Apr~30~ 2004 10~16AM _ No~7644 P~ 8 w- ADDtTt4NAL DESCRIPTION OF F'~EQUEST This Level One Flexible Standard Developmen# application is for a proposed 46 lot single-family residential detached subdivision with three lots proposed at less than 10,000 square feet in area. The average total lot size is 17,043 square fleet; the average lot size, not including wetland and / or pond areas, is 13,495 square feet. There is a total of 5.57 acres of existing wetland areas onsite as well as a number of quality mature trees. Due to the extent of wetlands and trees, the proposed site layout has necessitated the flexibility and use of the Flexible Standard Development criteria to accommodate this layout within the framework of these wetland areas, associated wetland buffers and treed areas. The site ptan proposed is appropriate for the nature of this development and is better suited to facilitate the preservation of the natural features and aesthetics of this development.' Lots are also proposed less than 10[? feet in width (Average tot. width Is proposed at 83.4 feet), and a reduction in side and rear setbacks to 7.5 feet for side setbacks and 1S feet rear se#back, respectively, as a residential infill project, under the provisions of Section 2-103.8. Front setbacks are proposed at 30 feet. SETBACKS Front: 30 feet Sloe: 7.5 feet Rear: 15 feet We are requesting en 8' high wail along the west property boundary adjacent fio Chautauqua Avenue. This 8' high wall is f~eir~g proposed to provide additional noise buffer and visual screening from the rear of the Dimmitt auto dealership which is just to the west of Lake Chautauqua. This rear area of the Dimmitt auto dealership contains the maintenance, storage and repair facili#ies which produces a variety of noise and offers little or no screening of this unaesthetic area. This rear area contains some garage and storage areas for equipment, main#enance vehicles, car repair facIiities and other related automotive-reta~ted areas. A ~' high chain-link fence provides the only delineation between this rear facility and Chautauqua Avenue. Some proposed homes are fn very close proximity to this existing Dimmitt development to the west. In order to attempt to provide some additional noise dampening and visual screening /buffering, the 8' high wail is proposed. This wall is in an effort to provide some means to alleviate the noise and appearance of thi$ industrialized area immediately to the west of this proposed residential development. Apr•30. 2004 10~17AM . No•7644 P• 9 ,.. 1~ETAILED ~SpONSES 'Y'~ IET.,I..X~B~.~ STANDA~tA DEVELOIPIVIEN"Y' AIPPLICATION CRITERIA ~.AI~ CH,AUTAUQUA Si7~DIVISION ~; VvRIT I'EN SUBMITTAX. ~EQUIREMEI~'X'S (CODE S~C"TION 4-~02.AS} GEI~RAI. APIPI~,1rCABiQ,TY C~TERIA 1. The property is proposed to be developed with 46 single-family homes consistent with RS Laud Use and- I,DR zoning. '1'bds is the same zoning of adjacent residential property. Adjacent properties are developed at a lower density due to aggregation of lots by c~urent ownexs and contai~u single-family homes. Ibis development has large lots (average lit. area 13,495 square feed, and is in harAaony with the surrounding area. West of Chautauqua Avenue is the rear portion of auto dealerships. Estate lots are mot compah~Ie with that use. 'Wherefore the smaller lots are shown on the plan and a burr wall is planned. 2. Most surrounding property~is developed with single-faYnily detached ltozaes. The development ofsingle-family detached homes is what neighbors had requested at previous public hearings when tow~-oziaes were beizxg considered. This is exactly what the neighbors vcrarated and would nat impair the value of their property, We anticipate the homes will sell far $250,000 - $500,000 each. 3. Proposed residential uses are compatible with existing residential uses. Development will be buffered by existing tress, walls, and fences_ The entrance will be gated. The workers at the auto dealerships will not be adversely affected by this development, Adjacent residences will be buffeted. Residential uses are "clean" uses. - 4. The 46 single fattXily homes generate 440 daily trips and 46 PM peak hour trips. This represents less than 1 % of the US l 9 capacity. At several public hearings i# was agreed by the City Co~onmission this is am insignificant i,~mpaet. Chautauqua ,Avenue and Fixst .A.venue North will provide access to the site. S. The single-family residential uses are consistent with the value of the single, family residential uses to the north and south. "I'he site layout affords lake views for many of the proposed homes similar to adjacent properties. 6. 't'he development is designed with perimeter fences on the worth and south to buffer from .adjacent single family uses. On the north property Tine a roadway is between the proposed homes and north property line to provlde additional buffering between structures. Qn the west boundary n~amy existing trees will be preserved and an 8 foot wall will buffer the proposed homes from the existing auto dealerships. Individual trash collection will be via containers, there are no dumpsters to produce odors. The proposed development will be no different thaw sirtgle-family developments in the area. ~' - Apr•30. 2004 10~17AM No•7644 P• 10 .• •~ - ,• I~STDENT,~AL L P~tU,~CT CRI'TERiA l . 1.7ue to the extent of wetland on the site anal adjacent to sake Chautauqua the lot sizes need to be reduced to practically develop the site with siapgle-family homes. The provide lake vlews to as many homeowners as possible, longer, narrower lots are proposed. The average lot width is 83.4 feet, and the average lot size is 1,3,270 square feet. Deviations to the development standards arc warranted due to the envixanmentally sensitive features. 2. ,A.ccording to the Pinellas Gou~xty Property Appraiser, the just market value is $1.75 Million. Upon development with ~46 single-family detached homes this should 'increase to $20 Million. A private, gated community with large homes will not affect the value of adjacent properties, in fact xt may increase their value. 3. Single-family detached houses are a permitted use in the LDR zoning district. Nothing more needs to be stated. 4. The single-family homes are totally compatible with single-family uses to the worth and south. The site design provides adequate buffering from adjacent uses . including the auto dealership to the west. 5. Much of the site Xs overgrown. Development will provide a neat appearaz~.ce, in addition the wetland areas will be preserved, many existing trees will be preserved, and large high-end homes will be constructed. This will increase the property value and upgrade the community. 6. The site design preserves ixaany existing trees, provides excellent lake views, and extensive open. space and natural areas. The Names will fit well i:n, the community. Existing wetlands have been avoided while being i~acorporated into •the overall layout and design. 7. Environmentally sensitive. areas require deviations from the code. 1V.(ost lots exceed 10,000 square feet, and the average lot size is 13,495 square feet. C~aly 3 lots are less than 10,000 square feet. Average lot width is 83.4 feet. Froat setbacks of 30 feet, Side setbacks ai;' 7.5 feet and Rear setbacks of 15 feet are proposed. Due to the extent of wetlands and trees, the proposed site layout has ;necessitated the Flexibility and use of the Flexible Standard Development criteria to accommodate this layout within the framework of these wetland areas, associated wetland buffers and treed areas. The site plan proposed is appropriate for the nature and configuration of this development and is better suited to facilitate the preservation of the natural features and aesthetics of this development. A gated community with large homes will benefit the comiXiunity as a whole and have minimal impact. . • ~ , ~ ~ ~~ , ~ oR~~~~A~ ~ear~at~~ . ~ ~~ ~ Teleplgraz 7Zl-SB2-1587 Faac 72758.2-4865 D SUBMIT ORIGINAL SIGN® AND NOTARI~ APPLlCA7iON Q- SU6MIT,2CO~ESOFTHEORIGINALAPPLICATIONindudUtg ,) ~'d. 2) stapled and 3J fdded eels d sl6a plans ^ SUBMIT APPLICATION F~ 100.00 * IYO7'1;13 TOTAL SETS OF INFORAAATION REDUIRH3 (APPLICATIONS PL.tIS SITE PLAN SEFS~ F't~XTBLE STANDARD DEVELOPl~~ENT A Single Fam>ay (LDR or I.MDB only) R,e.4identiai Infll Proied PLEASE TYPE OR P3ZIIVT TER A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Coda Sin 4-Z02A) ~~~~~ R~ttlund Homes of Florida, Inc. 2637 McCormick Drive, Clearwater,-FL ~~33759 [W1WNG ADDRESS: 727-669-2449 727-669-0997' PHONE NUMBER: FAX NUMBER: PROPERTYOVVPIE~SX Lawrence H. Dimmitt ~ Harry H. Dimmitt, Jr. as T~te~e o~Am~en~~ed Bevocoble Living Trust At~N7,NAM~ Robert Pezgolizzi, AICP -Gulf Coast Consulting, Iac. 13630 58th Street N., X110, Clearwater, FL 33760 Iw-IUNG ADDR>rss PHONE NuMeER: 727-524-1818 FAx NuMSE~ 727-524-6090 c>~L NUMBER: 727-644-2695 E-~tLAD~ss: pergo@gulfcoastconsultinginc. com B. PROPOSED DEVELOPMENT INFORMATION: (Code Sectioe 41.20i2.A) srRE~-!.ADDRESS. N/A -Vacant Pzoperty West of Lake' Chautaugua LEGAL DESCRIPTION: See Attached 32/28/16/14922/038/0040; 32/28/16/00000/310/0100, PARC>~NUMeE~ 32/28/16/00000/240/0400, 32/28/16/00000/240/0300 .Approximately 23 Acres PARCS. sI2'~ (aa+es, square, ~ pRppp~ )AND S~gx Single-Family Detached (4b units) (number ddMrelrr~g unNs, I~ morns ar square rocm8e d namasidar~flat use) oESCRIPrIONOFRECUEST{s~ Level-oae Fl~esible Standard Development per See 2-103 (!nclude atl rrrgtte:eed code deeiatler~ ag teductlon In n~giued number d P~~9 ~ ~. ~) Lot sizes Zess than 10,000 s.f. for some lots, lot widths less than 100 feet, reduction in front, ,side and rear setbacks . T~~~o ~,~ .. L ., n n .-r, .,. i N ~~ ATE ~„®: r3,r (siaat~r,~tsx A7LAS PAGE ;~: ZON~IG DIStF21CT: . LAND U5E CLA~IFICATiON: Si>IZROUNDING t1SES OF AI?JACSIT P!?OPE~TIES: . NORTtk SOUTH:-_ ._~ ~. ~^~ ~ ~ n ~~ ~~~ ~ "~ 2004 Pie 1 d 8 -- Aexibie Slstsdasd De+~ebpmer~t AppKratlon ~~ PAY Rostde~ btftfl P4vjec~ Qq-d c9eswooer • DOES THfS APPLICATTON INVOLVE THE TRANSFER OF DEVEt.t~NT RIGHTS (TDRj, A Pl~YIOUSLY APPROV® PLANN® UNIT OEVELOPMF3VT, OR A PREVIOUSLYAPPROV® (CER7'IFlED) SITE PLAN? YE5 _, NO (dyes, attacfi a copy tithe dorvtr>en~) C. PROQF C-F ~WNERSHlP: (Code Section 4202A.5j t~ SUBM[T A COPY OF THE TITLE INSURANCE POLICY, D® OR AFi={DAVIT ATT'ESTI NG T'O THE OWNERSHIP tJF THE PROPERTY On file -previously submitted with Zoning Atlas Amendment Application D. YYRR7E~1 SUBMITTAL REQUIREMENTS: (Code Section 3-913.Aj t~ Provide compile resparasas d the sbr (67 GEIN.@iAL APPLICABILITY CRft'ERIA - Expiakr how each cri6arca is achieved. {n detail: Z. The r~i~ d~oPmetrt of the land wiA be in harmony wdh the scats, buflG ~erage, derrsityy and ctra[~ of adJarwnt properfles in which d ~~~ The property is proposed to be developed with 46 single-family homes, consistent with RS Land IIse and LDR zoning, which is the zoning of adjacent residential propert~.,West of Chautauqua Ave, is the back/rear area of existing ~IITO-a'i:~eTb'$~'S~F 2 The proposed devebpment will not larder' or discourage the appropriate devetoprrrent and use of ad(aCent land and 6uilditegs or sigaritiCatdy impair the value ttrereoL Most surrounding property is developed with single-family detached homes and commercial uses_ The development should not hinder appropriate development of or impair _the value of adjacent property. (~) 3 The proposed development vvHl not adversely affect the health or safety or persons resJding or worfdng in the netghbartwod of the proposed "~' This development will be buffered by existing trees, or fences and walls. The proposed 46 units have minimal impact to public facilities. Proposed resident uses are compatible with existing residential uses. 4fih~°g~'-°~~°esm~ener~ahtoe 440 daily trips. 46 PM weak hour This is minimal and is less than one (1~) percent of IIS 19 capacity. (~) 5. The proposed development is carsisterrt with the commundy t~ararxer of the immedla6a vicinity of the parcel proposed for development Properties to the north and south are single-faimily detached, single-family detached is proposed. Auto dealerships to the west will be buffered.~~,~ & Tire design ~ the proposed development minimaes adverse efFecis, indudtrrg visual, aoousfJc and olfactory arxi harts of operation impacts, onad(aCeraprope-ties The development is designed with perimeter fences/walls, many existing trees have been preserved. The single-family homes should not have nay adverse visual, acoustic, or olfectory impacts. ^ Provide carrplece rt3sportses to the seven (~ RESIDENTIAL iNFlt1 PRO.IECT c~ilT62lA - Expkah Imw ~ cn~ is adtieved, to d~ 1. Tire devetoprrwrrt ar rede~pmart of the paraei proposed to devebpmerrt is atlrerwise impracttra! wittwut devratlor:s Som the irk and Due to the extent of wetlands on the site and adjacent to Lake Chautauqua lot sizes need to be reduced to practically develop the site with single-family detached housing, ~E- 1~ Page 2 of S - Flenble Standard Development Appllgtbrr S[rrg(e Parody R It~il Pfojed- City of t3earv~fer .. • ~. • 2 The development of the panel proposed for development as a residential inii!! ptuject wall .not rr~riaity tedu~ the fair crrarioet value of aWtttlng properties. (Include the existing value of the site and the proposed value of tfie site wdh the improverrrents,) According to Pinellas County Property Appraiser data, the lust market value is $1.75 million and upon development this should increase to $20 million. Develop- ment with hi h cad homes in a private commuait_y should enhance the value of abutting properties 3 The uses vdhin the resderrtlal inNl proJed are otherwise perrtn7ted d the Ctly of (;iearwatier. Ie-family detached homes aze 4. The uses or nrnc of use within lire residentlal 6rtiR project are aunpaHde vrdtr adjacerrt lard uses The single-family detached homes are totally compatible with the single--family detached homes to the north aad south. ~.~.~,~ 5. ~Trhedevdelopme~nvteoof~the P~ PmP~ ~ development as a resHdentiai ir#t0 pn~jed w~i upgrade the anmedtafe vieiruly of the parrot The devedl 'ent of the ro erty as sin Ie-famil homes will increase the ro ert value and u rode the immediate vicini 8. The design of the proposed residentta! 4tfdi project ceabes a form and funrxion that enhances the community cJtiaracter of the imrnedFate nityof the,parce! proposed far develo nt arrq the City of Clearvraber as ~yYhoie_ ~e design preserves m~ny exl.stZng trees, a Zor s spectacular view of Lake Chautauqua, and provides extensive open space within the development. This will enhance the community character. ~.~,~ 7. t~exbr7lty in regard m tot width, required sett>adcs, height and atT-street patidng are justified by the berrefds m comrrwnRy ctraracLer and flee imrroedtabe vidtrity of the parcel proposed for development and the City of Cl~rvreber as a vrtrole Enviro-ament<ally sensitive areas require deviations from code Most lots exceed 10,000 s.f. All front setbacks exceed 20 feet, aad all lots exceed 60 feet in width. Average .lot size is 13,2'70s.f~ average lot width is g3•Q'feet These deviations are justified to preserve wetlands/trees and benefit the community as a w o e. n ri! Leo i< .. ~,..~ ._,o~ -- J• .,~. E STORMWATFR PLAN SU61f1{TTAL REflU1REMENTS: (City of Clearwater Design Crii;eria llAanru~-ai a d~ri ~~' 42os.A.z1) .~.~ g ST'ORMNATER PLAN indttdkrg the hollowing requiementx PhY 50 ~ loeyond ae prrrperty Imes; (M; n FFE g0. r o) ~Po~ ~~ lrrdudtng ftnlshed floor eleeraflons of ap struc~rres; A9 adjar:eret streets and munidpal storm •syabenrs; PrOP~d stanr~ an:~a irrc4rding top of tranl4 the of sbpe and outle! control struct<ue; SLormweber ratartetions for athenrration and weber quay; Signature of Fiorida reglstmed Pno~siorral 6rpfrre±rr on aN pure and COPY OF PEiil1~UT INQUIRY LET7IIt OR SOUTHWEST Fi.ORlDA WA7132 AAANAGEIIAt~fl' DlSTRlCT (StA1FWh~) Pt3tMCl' SIJBMtTTAL (SYVFVVMD aipprov-~ is regained Prior to issuance of C3y 9erdding Permd). if appiicabie ^ COPY OF SLATE AND COUNTY ST'+ORMWATH2 SY57EN TIE-IN PEl"rMIT APPLICATIONS, if able -NIA ~'~ See rs~~~~4C. ~ emu.. IT~~1~4 ad~~-~,'a~ ~esp~nses a-f-~a ~h ~ . Page 3 of t3 - Rewble Standard Development Apptlratlon Sltgle Family Residantlei htl® Prtr~ct Ctry of t3earvralaer' tied in the LDR zoniag district. F. SUPPLHNENTAL SUBMITTAL REgUIRE~IIEItffS: (Cade Section 4202.A) ~ SiGN®AND SEALED SURVEY Mr~tdnrg ~ desuiption d property] -One orlglnai and 12 ~ TREE SURVEY (including exbsting trees on sibs and vrrihirt 2.5' of the adjacent sips, by specses, lime {D8H 4' or ~. and location, hxludGtg drip fetes acrd hrdlratirrg trees fo be removed); t~ LOCATItJN MAP OFTtiE PROPt32'[Y; O PARKING DEMAND STUDY in corqunrxirnt with a request po ntatae devfatioris tD the parking standards (ie. Redtroe tturrt6er of spaces}. Prior to the submittal of this application, the methodology of such study sfta9 be aPP~ by ~ Community Devebpment CoordhtaDor arm shat be in accordance with accepted ttatfic ~ irtrxdples The tkrdings of the strtdyvatB be used in de6amthtlrrg whether ar not deuietbns Lo the paridrrci standards are approved: GRADWG PLAN. as appfira6~ PRELlMINAt2Y PLAT. as tequtred (Nape; Buitd6tg perm-1s vtrd! not be issued urtfi evidence of n~nrdUrg a final plat is provided); Q COPY OF RECORD® PLAT. ~ appika6le; N/A - G. Stl'E PLAN SUBMITTAL REQUIRFJIAENTS: (Secban 42~2A) s~ SlTE PLAN virith the totlowlrrg irrforrrration (not m emceed 24'x36"). % Alt dimensions: ~ North arrow; ~ ~onnee mbar scale (minurnrm scale one inch equals 50 feels and dabs prepared; ~ Index sheet retenenc&rg indivi~rat sheets Included in padtag~ Footprint and size of aY EXIS'TiNG buHdings artd structrrres; Footprint and size of aU PROPOSt~ buiidirrgs and sttuctrues; ~' AO required ~ All existing and ProP~ P~ d a~ ~ Ail regrraEd sight . % identification of envaorrmerttalfy unique areas, such ~ vt~tuses, wetlands, tree masses, and speamen trees, Luiuding desaiption and location of urxterstory, ground Darer vegetation and vtn7d6fie hab~, eL~ % Location d afi public and private easemerrt~ ~ L.ocatlon d all stmt rights-of-way within and adpcerrt t~ the sde' ~ L.ocatiorr of existing public aril private utilities, inciudlrrg fma frydrartts, sporm and sanitary sewer Hues, mantroles and IUt sfatlatrs, gas and vraber Hrtes; Ali parking spaces. drive~vrays, loadkrg areas and vehicular use areas; ~ Lo~ahq' n a~an soi(d~wa Le ~1ai~ners~rd~y~cl1~ trasht~nd are sand artside~ me~ans~l equipment and aq required ss7eening iP~ SeClon 3-20t(D)m and lnda~c#701?; % location d afi landscape rt g L.o®tlon of al[ orrsipe and otTsipe sinnn-vrater nrnerrt Sad 1~ Location d all oupdoor 1i9htin9 flxttues: and L.oration doll existing and proposed sidewafl~. SITE DATA TABLE for exist><rg. required. and proposed de+relopment, in writular t+orrr>: Land area in square fleet acrd a+rzes; _ Number of EXISTING, dweAing units; ~ Number of PROPOSf~ dvreYing urt~; I~T,t~ Gross Hoar area devoted th eadr use; Jam, Pariang spaces: potal number, preserrbed in tabularfarm with the number of required spaces; NA Total paved an~a, Utduding aA Paved Pairing spaces and driveways, expressed in square feet and p~rrtage of the paved vettkalas area; Sims and species of all landscape maperial; T Official records book acrd Page r+urrrtrers of a8 extstbrg utr7ay easeyrtent; g BuildUtg aM structrne height g lrrtpertrteebie surface raft (I.S.R); acrd NA Floor area ratio (FAR) for a! nonnesiderrtlai uses ~ RE.DUCID SI't•E PLAN to scale (8 i4 X 11) and color t+ertderirg if possible: FOR DEYELOPMEI•fTS OVER ONE ACRE, provide the fatlowirrg addtiorrat infonrtatlon on stthe plate ,g, One-foot cartpotus ar shat elerratlor~s on sips; Offsr~e etevatiores if required bo evatuabe the proposed sbonnwaAer rrrarragenretdfor the paroeb ~ ~~rtt~i orr~ern>~ wessand nth berrrr~ (No retaiaing va],•ls proposed at this time) ~ t.ot tfies acrd twfidurg ttrress (d(nreroiotredj; Stieeb and drives (d6tre>miorredx ~ nvent~y cox (.~ T I .prepared try a `tartit5ed atbarel', dab trees 8' DBH or ~: redecdng s~ canopy (drip Imes) acrd aortdlbotr d such trees. ~) to a prepared, if required by the City of Clearwater Page 4 of 6 - F#esable Standad Devdo~tK Appficagon Single I"amr1Y Residential InflO Ptajec~- City d 12earrra6er • H, LANDSCAPING PLAN SUBMITTAL REQUIRi~IIAENTS: (Section 411tYtA) ~ LANnscAP£ PLANC , g AY ex>stin9 and proposed strtr~ T Names of abutitrrg sireels X' Drainage and retention areas irrcdttding svvales, side slopes acrd bottom eievatiorrs; (no vertical information) g Delinest~n and dimensions of ad required perimeter landscape buflle~ .~ ~9~ ~ht ~ De1lrteallon acrd dinensions of all parking areas tndudtng)aping islands and NA. ~P~ed ark required P~9 $ t_xisting trees on-site and lmmedia0ely adjacent to the sib by species, size and locaQor>ss, indudirg dr~line; ,g Loratlon, size. descripiton. sperons and quantities of aB existing arxt ProP~ , inducting botantral and g common namex Di2i.. pin ve ~ trees, Pte, shrubs and ground corer plants indnding instrwslons, sod mixes, badddttng, rrartc~rrg acrd NA tnDeriar landscaping areas t>atdred and/or straded and labeled and irriedor lat>dsrape . expr~ing in both square tweet and g ~ aPP~~ (09~ ~ i>d bye Corrrmundy Devdopmerr! t3oardk $ irrigation notes. l~ R®UCED F.ANDSCAPE PLAN to scats (8 '.4 X 11) (cnior rendern9 ~ P~~X ^ IRRIGATION PLAN (required for tenet two and three approvatz ^ COMPRElit3VSNE LANOSCAP£ PROGRAM application, as applicable. 1. BUILDING ELEVATION PlJW SUBMITTAL REQUIREMENTS: (Section 4202A.23) Required in the evert the appdcation inductee a devdapment where deskln standards are in issue (eg Tourist and Dowrrt+own Districts) or as part of a Comprehensive intN Redevelopment Project or a ResiderQfal Irk Prajed. See Attached Drawings $1 BUILDING t~£VATION DRAWINGS - ad sides of a0 buddtngs irrduding height dimensions, colors and matet~s; ~l REDUCED 8UlLDING t-LEl/ATtONS - tour sees of budding with ao(ors and matte to scale (8'.4 X 1't) {btaclc and while and color rendering, ~ pmsd~) as required. - J. SIGNAGE: (Division 19. SIGNS /Section 3-18 ^ A tl~G freestanding and attached signs Provide photographs and dtmerrsions (area. heighk etc.). indicate whetirer they will be removed or ~7 A!I PROPOSt~ freestanding and attached signs; Pt+avide details trrcdrading location, size, treighk colors, materials and drawing. ^ Comprehensive Sign Program application, as aPPltcable (separate appitcmlon and fee requ6t?d). ^ Reduced signage Proposal (8 f X 11) (caior), if submittlrrg Comprehensive Sign Program appitcation. K TRAi'1=1C IMPACT STUDY: (Section 4-SQ1.C) N/A ^ Inducts as required if proposed development wilt degrade the acxeptable lend of service dor any roadway as adop0ed in the Comprefteresive Dian. Trip generat~n strait be based on the roost recent edQian of the Institute olTransporlation Errg;neer's Trip General Manual Refer to Section 4801 C of the Community Developmerrt Code for exceptlons b this requQerrrerrt L. SIGNATURE: I, the urxfersigned, ac:larowiedge that ail rePresetrfetkorts made in this appiicatlon are true and acnaate to the best of my lorowledge and autlfariae Cry repraserrtativ~ tb vlstt and ptrotograph the Property described in this appdcatiorr. //? f .- ffobertYergol i uthorized Agent STATE t~ FI.oRIDIk c:OtiIMTY t]F PtN6.LAS rC~ ~~~ _ t~ and sulairs~ed beEare me t}ds ~, day of 4~__. A.D. 2t>~~ to me and/or by wlro .Is nersona~r Ivrorvrr has D A{ay 15, ZmS. emdrd 7Mm Nora Paedo uea..ur,. as Page 5 of 6 -Flexible Starsdat,d Deaeioprrrerrt Application Single Farttily R1 ~ - Ctiy of (~rwoater • . • ~~3~IJiA~fT ~ AL}TI~O~L~E AG~V'T PRIG Bic ~Ir tiQJN~'3F'Ai. S~RYf~ Bid, tmD ~ ~g~F AVM Z'+ I3,[7t?R Pl~34~QVS p~}~-~ FAQ Q~ X75 I.aw~euca R D.{~aaai#k III ~adIirr~ H I?fmm~ $ s. 'i'E:at ~ arn~Mre ~ej ate sehter~s~ ~ ~ ~e ~tder(~ of ~e ~ ~ pr+r~x~g~: Apply 23 aCsr~ 'Qt~st a~iil~c eat of A~ aa~th ~' Sa~csd A~ 9antii Fl. fl~sa-a~art Lmra~ . 2 T#~t #~ p~r- ~ the p~~ t~wilict~ 11iioar aC - .. Rig a, LD~t gad per Fl~b;e st~a~ Develogmmt airr~r 3: ?~ the utxt~3~gs~ ¢ej agpoi~e9d and (doe~Mirlcj aippc~ Rohtrt L~ler~sc cm ~, a ~ O _ ~ ara~IRSSeara~s •E.. T?n1t 1Ni3 ~5. Vie! B7L6OI~Xj ~ ~t@ ~f ~ ". ~ ~>!d ed S. That 1~3. ~ ~ sip tietebY c+art8y s'U7Et>F tst,ORR1A, aoaar~~esws ~ ~e ~~ sa aAosrd~aq/ ead ~ t~ ~ ~ b!- ~ ~{ ti[~r ~R dQ~ LLgJ1~.DAE'~iCN ~ y"s. liilf #CC9i~ _ My t~m~ ~ ~ 1B~'2m4 ea.a.a~tee.~nrpaeoe~..rr°' ~ail~atAOwi~ee~a~alltiw~iwr~r~t~~Aaf(r Jl~ut ~ aw~is ~ oho( ria ~~ A.ee~t~sr~.eu • ADDITIONAL DESCRIPTION OF REQUEST This .Level One Flexible Standard Development application is for a proposed 46 lot single-family residential detached subdivision with three lots proposed at less than 10,000 square feet in area. The average total lot size is 17,043 square feet; the average lot size, not including wetland and / or pond areas, is 13,495 square feet. There is a total of 5.57 acres of existing wetland areas onsite as well as a number of quality mature trees. Due to the extent of wetlands and trees, the proposed site layout has necessitated the flexibility and use of the Flexible Standard Development criteria to accommodate this layout within the framework of these wetland areas, associated wetland buffers and treed areas. The site plan proposed is appropriate for the nature of this development and is better suited to facilitate the preservation of the natural features and aesthetics of this development. Lots are also proposed less than 100 feet in width (Average lot. width is~ proposed at 83.4 feet), and a reduction in side and rear setbacks to 7.5 feet for side ,setbacks and 15 feet rear setback, respectively, as a residential infill project, under the provisions of Section 2-103.8. Front setbacks are proposed at 30 feet. SETBACKS Front: 30 feet Side: 7.5 feet Rear: 15 feet We are requesting an 8' high wall along the west property boundary adjacent to Chautauqua Avenue. This 8' high wall is being proposed to provide additional noise buffer and visual screening from the rear of the_ Dimmitt auto dealership which is just to the west of Lake Chautauqua. This rear area of the Dimmitt auto dealership contains the maintenance, storage and repair facilities which produces a variety of noise and offers little or no screening of this unaesthetic area. This rear area contains some garage and storage areas for equipment, maintenance vehicles, car repair facilities and other related automotive-related areas. A 6' high chain-link fence provides the only delineation between this rear facility and Chautauqua Avenue. Some proposed homes are in very close proximity to this existing Dimmitt development to the west. In order to attempt to provide some additional noise dampening and visual screening /buffering, the 8' high wall is proposed. This wall is in an effort to provide some means to alleviate the noise and appearance of this industrialized area immediately to the west of this proposed residential development. C~ DETAILED RESPONSES TO FLEXIBLE STANDARD DEVELOPMENT APPLICATION CRITERIA LAKE CHAUTAUQUA SUBDIVISION D. WRITTEN SUBMITTAL REQUIREMENTS (CODE SECTION 4-202.A.5) GENERAL APPLICABILTY CRITERIA 1. The property is proposed to be developed with 46 single-family homes consistent with RS Land Use and LDR zoning. This is the same zoning of adjacent residential property. Adjacent properties are developed at a lower density due to aggregation of lots by current owners and contain single-family homes. This development has lazge lots (average lot azea 13,495 squaze feet), and is in harmony with the surrounding area. West of Chautauqua Avenue is the reaz portion of auto dealerships. Estate lots are not compatible with that use. Therefore the smaller lots aze shown on the plan and a buffer wall is planned. 2. Most surrounding property is developed with single-family detached homes. The development of single-family detached homes is what neighbors had requested at. previous public hearings when townhomes were being considered. This is exactly what the neighbors wanted and would not impair the value of their property. We anticipate the homes will sell for $250,000 - $500,000 each. 3. Proposed residential uses aze compatible with existing residential uses. Development will be buffered by existing tress, walls, and fences. The entrance will be gated. The workers at the auto dealerships will not be adversely affected by this development. Adjacent residences will be buffered. Residential uses are "clean" uses. 4. The 46 single family. homes generate 440 daily trips and. 46 PM peak hour trips. This represents less than 1 % of the US 19 capacity. At several public hearings it was agreed by the City Commission this is an insignificant impact. Chautauqua Avenue and First Avenue North will provide access to the site. 5. The single-family residential uses aze consistent with the value of the single- family residential uses to the north and south. The site layout affords lake views for many of the proposed homes similar to adjacent properties. 6. The development is designed with perimeter fences on the north and south to buffer from .adjacent single family uses. On the north property line a roadway is between the proposed homes and north property line to provide additional buffering between structures. On the west boundary many existing trees will be preserved and an 8 foot wall will buffer the proposed homes from the existing auto dealerships. Individual trash collection will be via containers, there are no dumpsters to produce odors. The proposed development will be no different than single-family developments in the area. ~ ~ RESIDENTIAL INFILL PROJECT CRITERIA 1. Due to the extent of wetland on the site and adjacent to Lake Chautauqua the lot sizes need to be reduced to practically develop the site with single-family homes. The provide lake views to as many homeowners as possible, longer, narrower lots aze proposed. The average lot width is 83.4 feet, and the average lot size is 13,270 squaze feet. Deviations to the development standards are warranted due to the environmentally sensitive features. 2. According to the Pinellas County Property Appraiser, the just mazket value is $1.75 Million. Upon development with 46 single-family detached homes this should increase to $20 Million. A private, gated community with lazge homes will not affect the value of adjacent properties, in fact it may increase their value. 3. Single-family detached homes are a permitted use in the LDR zoning district. Nothing more needs to be stated. 4. The single-family homes are totally compatible with single-family uses to the north and south. The site design provides adequate buffering from adjacent uses including the auto dealership to the west. 5. Much of the site is overgrown. Development will provide a neat appearance, in addition the wetland areas will be preserved, many existing trees will be preserved; and large high-end homes will be constructed. This will increase the property value and upgrade the community. 6. The site design preserves many existing trees, provides excellent lake .views, and extensive open space and natural areas. The homes will fit well in the community. Existing wetlands have been avoided while being incorporated into the overall layout and design. 7. Environmentally sensitive. areas require deviations from the code. Most lots exceed 10,000 square feet, and the average lot size is 13s495 sguaze feet. Only 3 lots aze less than 10,000 square feet. Average lot width is 83.4 feet. Front setbacks of 30 feet, Side setbacks of 7.5 feet and Rear setbacks of 15 feet are proposed. Due to the extent of wetlands and trees, the proposed site layout has necessitated the flexibility and use of the Flexible Standazd Development criteria to accommodate this layout within the framework of these wetland areas, associated wetland buffers and treed areas. The site plan proposed is appropriate for the nature and configuration of this development and is better suited to facilitate the preservation of the natural features and aesthetics of this development. A gated community with lazge homes will benefit the community as a whole and have minimal impact. ~' , s .~• 4 • • Planning Department U Clearwat~~~ ~~ Telephone: 727-5622-45&7 o Fau 72762-4865 ^ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ^. SUBMIT 12 COPIES OFTHE ORIGINAL APPLICATION including 1) co@abed, 2) stapled and 3) folded sets of si~a plans ^ SUBMIT APPLICATION FEE 1I>D.UO CASE #: t~ L S ,.Zcrx~ ~ - l DATE RECEIVED: RECEIVED BY (staff iniliais): ATLAS PAGE #. , ZONING DISTRICT: LAND USE CLASSiFIt;,ATiON; ~ ~ ,. •.: - SURROUNDING USES O_F.ADJ_ACBVT. , PROPERTIES: NORTH: SOUTi-i: f1C!` n c inn ,~: - u3 EAST: ti * NOTE 13 TOTAL SETS OF INFORMATION REClU1REi} (APPLICATIONS PLUS SITE PLAN SETS) e r - ~- ~ j ' ~•_ •• . , • , ~ ~ J ~- . , FLEXIBLE STANDARD DEVELOPMENT APPLICATION Single Family (LDR or LNIDR only) Residential IIIfill Project (Revised 1 U05/OZ) PLEASE TYPE 4R PRINT A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4202A) APPLICANT NAME. Rottlund Homes of Florida, Inc . MAILING ADDRESS: PkfONE NUMBER: 2637 McCormick Drive, Clearwater,-FL 33759 727-669-2449 -727-669-0997 FAX NUMBER: PROPERTYOWNER(Sk Lawrence H. Dimnlitt & Harry H. Dimmitt, Jr. as T~steudot Amo e~ns~ed Revocoble Living Trust Robert Pergolizzi, AICP -Gulf Coast Consulting, Inc. AGENT NAME 13630 58th Street N., X110, Clearwater, FL 33760 MAILING ADDRErSS: PHONE NUMBER: 727-524-1818 FAX NUMBED 727-524-6090 CELL NUMBER: 727-644-2695 E-MAIL ADDRESS: pergo@gulfcoastconsultinginc.com B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4202.A) STREEt'ADORESS• N/A -Vacant Property West of Lake Chautaugua LEGAL DESCRIPTION: See Attached 32/28/16/14922/038/0040, 32/28/16/00000/310/0100, PARCEL NUMBER: 32/28/16/00000/240/0400, 32/28/i6/00000/240/0300 Approximately 23 Acres PARCEL SIZE: (~~ ~ ~) PROPOSED USE{S)ANDSiZE(Sr Single-Familq Detached (46 units) (number of dwe8'auI units, hold roorr4s ar square footage of raruesidentEai use) DESCRIPTION OF REQUEST(S~ Level -one F~.axible Standard Development per See 2-103 (Indude ail requested code deviatforu: e.g. radudion in inquired rwrriber of parking spaces, speialic use, eta) Lot sizes less than 10,000 s.f. for some lots, lot widths less than 100 feet, reduction in front, side and rear setbacks. (~A ~~-~~,a~ ~,,d~;,.ji~rr~l Page 1 of 6 - k9e~fe Standard Developmerrt Applicatlon Slrrgfe Farruly Resldentral Irrfitl - Cry of q DOES THIS APPLICATION INVOLVE THE TRANSFi=R aF DEVH.OPMENT RIGHTS (TDR). A PR~I~OUSLY APPI~VED PLANNED ilNiT OEVELOPMI3VT, OR A PREVIOUSLY APPROVED (CERTIF!®) SITE PLAN? YES _ NO a (~f yes, attach a cop)r of Ute applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4 202A.5) C~ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED OR AFFIDAVIT ATTESTING TO THE OWNERSHIP OF THE PROPERTY On Eile -previously submitted with Zoning Atlas Amendment ApplicationI D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913A) t$ Provide complete responses ib the soc (S) GEN_iHiAL APPLICABILITY CRITEt21A - Expialn how each criteria is adtleved, in detail: 1. The proposed development of the land vriq be in hamwrry with the scale. bulk , density and dtaradrrr d adjacent properties in vrhich ~ islocated• The property is proposed to be developed with 46 single-family homes, consistent with RS Land IIse and LDR zoning, which is the zoning of adjacent residential property.,West of Chautauqua Ave, is the back/rear area of existing 2 The proposed development will not hinder or d~courage the appropriate development and use of adjacent land acrd buiidiregs or signfflrantiy impau the value thereof. Most surrounding property is developed with single-family detached homes and commercial uses. The development should not hinder appropriate development of or impair the value of adjacent property. 3, The proposed development wHl rrot adversely affect the health or safety or persons reeding or working in the rx:ighborhood of the Pr'oP~d ~' This development will be buffered by existing trees, or fences and walls. The proposed 46 units have minimal impact to public facilities. Proposed resident uses are compatible with existing residential uses. 4 The p~+opo~ed~~veio i~~esjgreed to minimize Oaffic cor>ge~on. y p p P 'The 4b sin e- anni homes wo i..Ld enerate 440 dail tri s, 46 PM eak hour tri s. This is m'i.nimal and is less than one (1~) percent of IIS 19 capacity. 5. The proposed development is consistent with the commun~y character of the immediate vicinity of the parcel proposed for development Properties to the north and south are single-faimily detached, single-family detached is proposed. Auto dealerships to the west will be buffered. 8. The design of the proposed development minimizes adverse , inducting visual, acoustic and olfactory arvi hours of operation impacts, °n~~~nt~o~~ The development is designed with perimeter fences/walls, many existing trees have been preserved. The single-family homes should not have any adverse visual, acoustic; or olfectory impacts. ^ Provide complete n.sponses to the seven (7) REStDENTWL lNFit1 PROJECT CRITERIA-Explain Irow each c7ik>arta Ls achieved, in deter: 1. The development or redevelopmmrt of ~ parcel proposed for development Ls oltrerMdse imprac(fral without deviat[orrs lr+om the in~l and development standards. Due to the extent of wetlands on the site and adjacent to Lake Chautauqua lot sizes need to be reduced to practically develop the site with single-family detached housing. Page 2 of 8 - Flewble Standard Development AppBr~tfon Single Family Itesiderrttai irdai P4~- C3y of t~arwaber 2 The development of the parcel proposed far development as a ~esldential irk! project wQi not materiaQy reduce Use fair market valise of atwit3ng properties. {Include the existing value of the site and the proposed value of the site wdh the improvements.) According to Pinellas County Property Appraiser data, the just market value is . $1.75 million and upon development this should increase to $20 million. Develop- ment with high end homes in a private community should enhance the value of abutting properties ~ . 3. The uses wittrin fhe res~errtfai irdQl project are otltervrise permiCed in the Gty of Ciearwabet Single-family detached homes are permitted in the LDR zoning district. 4. The uses or mix of use within the residential Intdl project are compatible wits adjacent land uses. The single-family detached homes are totally compatible with the single-family detached homes to the north and south. 5. The dewelopmerrt of the R ford pmerr he deve apment property value 6. The desoi~gn of the propose ~e design pr~~° Chautauqua, and enhance the coa 7. Flexibiilty in regard to lot yr imrrredlabs vicinity of the a Environmenf<ally 10,000 s.f. Al width. Average deviations are w o e. n E STaRMWATER PLsA 4202.A.21j ~ STORMWATER PlW Proposed ~~ ~ AU adjacent streets ar Stattrtur~es' caiculatio Slgnarirre of Fiorfda tE ~~ CDPY OF PHZM17' IN (SYVFWMD apptorat a coPY of STATE AN Page 3 of 6 - C~ C~ i=. SUPPLEMENTAL SUBMITTAL, REQUIRE~IIENTS: (Cade Section 4-202.A) l~ SIGNED AND SEALED SURVEY (Urdrrding legal desrriptlon of property) -One original and 12 copies; ~ TREE SURVEY (including existing trees on site and within 25' of the adjacenrt site, by species, size (DBH 4' or grew, and locatlon, indudtng drip Nnes and indicatlng trees 1>s be removed); . LOCATION MAP OF THE Pf20PQ2TY; O PARiQNG DEMAND STUDY in conjunction with a request tiD make deviatlans to the parldr~ ss'arrdards Ce_ Reduce rwntber of spaces). Prior to the submittal of this application, the me4itodology of sur3r study shah be approved by the Communcly Devebpnrerrt Coordhmtor aril shah be in accordance with accepted traffic erg r~e~rtrrg principles. The ftndings of the study wdt be used in detennirvnng whether ar not deviatbns id the paridng standards are approved: -v~~/ ate.. GRADING PUW, as applir-able; PREi.IMINARY PLAT, as requhed (Nobs: Building pemtcts Hnii not be issued urrtN evidence of recording a fermi plat is provided); ^ COPY OF RECORDED PLAT, as apprrcabte; N/A G. SITE PLAN SUBMRTAt REQUIREMENTS: (Section 4202.A) SiTE PLAN with the following infonrration (not to exceed ?A' x 36'): % All dlmertstorrs; ~ North arrow; _ -X F~rgirreerirry bar scale (minimum scale one inch equals 50 feet), and dabs prepared; ~ Location map• ~ Index street referenclng individrrat sheets included in paclage; NA~ Footprint and size of aN EXISTING txr9dings and sttucbrres; ~ Footprint and size of alt PROPOSED buildmgs and structues; '"~ Ali required selfoaclcs; ~ Ali existing and proposed points of ac~xss; ~ All requred sight triangles; % identification of environmentally unique areas, such as vratercarrses, wetlands, tree masses, and specimen trees, irrduding description and location of urrderstory, ground oo+rer vegetation and wildrrfe habJtats, e~ g t_ocation of aN public and primrate easements; ~ Location of alt street rights-of~ray wrlihin and adjacent to flee site; ~ L_ocation of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lNt stations, gas _ , + and w~aber Nr>es; j/~Ygf'{ AN paring spaces. driveways, loading anus and vehicular use area Depitdton byshading ~ csosstratcltirrg of ail n3quaed parking I~ interior landscaped areas; NA~ l~catign of aN solid waste c~rrtainers, recycling or trash handling areas and outside mechanics equipment and all required scaeening )per Sedbn 3-201(D)m oral Index #701}; g Caption of aN landscape material: ~ Loption of ~1 onsets and offsets storrrwwater managemerd faalities; 1PK Location of ail outdoor fighting tbdures; and X Loption of ail existing and proposed sidewaNs. f3~ SiTE DATA TABLE for existing, required, and proposed development, in writtenltabularcocm: Land area in square feet and acres; A Number of DOSTING dweNirg uniisti X Number of PROPOSm dweNing un~ 1T~ Gross floor area devoted to satin use; Parking spaces: total number, pteserrted in tabutarfarm with the number of requ6'ed spaces; Total paveed any, including aN paved parking spaces and driveways. expn~sed in square feet and percentage of the paved vehiariar any: Size and speces of ap landscape material; T Olfraat records book and page numbers of aN existing ufiiHy ~serrten>; g Building and structure insights; g hnperrrreable surfacx: ratio (l.S_Rx and NA Flcor anYa ratio (FA R) for ~ nonresidential uses [~ REDUCED SITE PLAN bo scale (8 % X '! 1 j and color rendering if possib~; C~ FOR DEVELOPMt~tTS OVER ONE ACRE, provide the fopawing additiornal infonrnation on she pion: ,g One-toot contours or spot elevatbns on site: Otisibe elevations if n3quQed bo evaluate the proposed sbornrvraber rr~nag~rrerrt for the parcel; ~ l~op~ttone~ watern~amingwaIIsandearthberttns; (No retaining walls proposed at this time) ~ Lot Nnes and building times (dimerrsfor>edr. ~ sheets and drives (dlmen9ionedx ~ Budding and struchrrai s~backs (dfrnensiorredj; 1~, strucx,aal overtnarngs; (.]~. T irtv~; Prepared by a `certified arfJOrist'. of all trans 8• DBH ~ greater; rrrrg tee. sartoPY (~+P ikr~) acrd condition of such trees. ~) to a prepared, if required by the City of Clearwater Page 4 of fi - F~ewlle Standard Deveopment Application Sing!® FamNY Rat UNiN City ~ Cleanrrater ~ ~ H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 49102A) ~ LANDSCAPE FLAN: , g Ali exlstlrrg and proposed strucssu+es; % Names ofabrrttingstreefs: no vertical information % Drainage and retention areas including svral~, side slopes and bottom elevatior~ % Delineation and dtmern;ions of aN required perimeter landscape bufbws; X Sight visibTity ~ DeNneation and dimensions of aN paridng anus including landscapirg ishdnds and curving; I~ Proposed and required parking speces~ g, Existing trees on-site and immediately adlacetrt to the sib, by species, size and torationss, including dri~ine; g Location, size, desaipUon, specitics~ns and quantities of ap existing and proposed landscape rnateriais, including botaniccal and g common names: ~„ 7yptcal plantlng details for trees, palms, shrubs and ground cover plants Including instrursmns, soN mixes, backliaGg, muidring and protective measures; NA Interior landscaping areas hatcdred and/or shaded and labeled and tntepor landscape , expressing in both square feet and % C~ previous development approval (e.g. corrddtons imposed by the Community Deveopment Board g inigat~n motes. C$ REDUCED LANDSCAPE PLAN to scats (e'r4 X 17) (color rendering sf possible ^ IRRIGATION PLAN (required for level two and ttrree appnnralx ^ C.OMPREI1EiNStVE LANDSCAPE PROGRAM aPPn, as applicable. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4202.A23) Required in the event the application includes a development wtrere design standards are in issue (e_g Tourist and Dowrrtawn Distrkxs) or as part of a Comprehensive Intl Redeve(opmerrt Project or a Residential Infm Project See Attached Drawings $1 BUILDING ELEVATION DRAWINGS - aN sides of a0 buildings including height dimensions, colors and materials: $7 REDUCED BUILDING ELEVATIONS -four sides of budding with colors and materials to scale (8'r4 X 1 ~) (black and white and wbr rendei~g, if possible) as n~tiired. - J. SIGNAGE: (Division T9. SIGNS /Section 3-1806) ^ All EUSTii~G freestanding and attached signs; Provide photographs and dimensions (area, heighk etc.), indicate whether they wiN be removed or to remain. ~] All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing. ^ Comprehensive Sign Program appfiratbn, as applicable (separate appiiption and fee required). ^ Reduced signage Proposal (S 'f, X 11 } (color), if sulxnNting Comprehensive Sign Program appNcation. K TRAF;:lC IMPACT STUDY: (Section 4801.C) N/A ^ Include as requhed if proposed development Wnli degrade the acceptable teve! of service for any roadway as adoQGed in the Comprehensive Plan. Trip generation shalt be based on the most recer>t edition of the Institute of Transportation Engitreet's Trip Ger~xal Manual. Reber to Set~lon a-8of C of the Community Deveopment Cade for exceptions to this n~uiremerrt L SIGNATURE: t, the undersigned, aclmowledge that ail repn~errtatfons made in this application are true and aco:u-afe to the best of my knowledge and autlfarize CQy n3presentatives iD visit and PPh ~ PAY described in this application. ~~~ ( Sly of ~roper~ ffob~eert Pergoli i uthorized Agent STATE t?F i'LCRIDII, tbtJN'iY taF PINEI.LAS Svwr to and before . me thLs ~~ day of ~,~KDe Y' A.D. 2t)Q~ to me and/or try who is perso known has produced ~ _L~e _ 1 c~ c~ i ~- )Ci[l~t~'~ ~ ~ lderrtitiratioa My E fNay 15,2005 emeedThutrasgrPmQe i~drnreaw Page 5 of B - Piexibte Standard Development App~ation Single Family Reskietrtfai Intdi Project= Ctry of t9earvrat~ • ~~~I~~TfT ~ AITi'HOi~'~E AG~IT ~i.IG ~ ~ Al'.t,8~11~D~+t ~tLTAIIC~P'AL ~YIt~S HT~G, tOC3 SOIlI~ '~?~ Avls~lit~. 2"+ I~.OOR ~~ f~.s+~sar ~a-~c tai sa~a-as I.asv~mux $ D.i:umitt. III andlsQy E. .~ " .#aipnap~q-es~eia~ '! _ 'i'~t (# amWMne ana) the owt~~r{s~ ~ t~ hotderr(ej df the ~c3Nrit~g deed pr+~ti+~: ~Qt~- 23 amens vF3rat'c east of A~rraut~ north ~ Avrame 3a~h FL G~v~awrt Lmra~d 2 Tt~t this pr~rg- caarab~at+aea ittsf pcaperty fiorwhict~ ~ ~vegtsest fior a~ ' ,... Reaa~g to LI71~ and umt a~pdic~boa~r Fla~le Siaad~ Devebopa~t ~: Ttmt the e~ gave) a~ci~emd ansi t~ddcj appc~ R"°bert ~~~ •t.. ~t ~ ad~tidavtt tms. t~ t4 lr~dacx ~ Gtr ~ pear: ftorlde ~o r aszrl act na the abov~s described p~oporty; 5~ That (t1~e), the utrdetelpeed ll~ Y St'ATE OF R~,O~As aowrnr~ws~.w~ L~ ~21~ ~ meQss anaAloe'd~nb/ aCt.7GL~ ners~~o~il/ ap~peatrd~ aAd ~s i~ ~ A~jl ands nfe Qopd ~t+K~+e i rr',~/ 4y siN iaMp nf~ ~F t~AA.DAEFiiON ys IiiY#(x3iffiB8 Bo~aa~eclm~lPaeio ~~w1ae~Idweia~esil~tts~ie11~1oAotlia~ias Jdatt 4 CIlildi O~~GC ~ . dpi C/ dw ~~ O+®e~ldW~-sMnoen Additional Description of Request This Level One Flexible Standard Development application is for a proposed 46 lot single-family residential detached subdivision with three lots proposed at less than 10,000 square feet in area. Average Lot area is 13,270 square feet. Lots are also proposed less than 100 feet in width (Average .lot width is proposed at 83.4 feet), and a reduction in side and rear setbacks to 7.5 feet for side setbacks and 15 feet rear setback as a residential infill project, under the provisions of Section 2-103.6. Front setbacks are proposed at 30 feet. SETBACKS Front: 30 feet Side: 7.5 feet Rear: 15 feet We are requesting an 8' high wall along the west property boundary adjacent to Chautauqua Avenue. This 8' high wall is being proposed to provide additional noise buffer and visual screening from the rear of the Dimmitt auto dealership which is just to the west of Lake Chautauqua. This rear area of the Dimmitt auto dealership contains the maintenance, storage and repair facilities which produce s a variety of noise and offers little or no screening of this unaesthetic area. Some homes are in very close proximity to this existing development and in order to attempt to provide some additional noise and visual buffering, the 8' high wall is proposed. t + e v . Planning Department '~ ~~f'~~~t~r 100 South Myrtle Avenue r~ j j Gearwaber, Florida 33756 Telephone: 727-562-4567 u Fax: 72762-4885 ^ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ^ SUBMIT 12 COPIES OF THE ORIGINAL APPLICATION fnduding 1) collated, 2) stapled and 3) folded sets of site plans ^ SUBMIT APPLICATION FEE 100.00 FAX NUMBER '~ NOTE: 13 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION Single Family (LDR or LMDR only) Residential Infill Project (Revised 11/05/02) PLEASE TYPE OR PRINT A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4202A) R~ttlund Homes of Florida, Inc. APPLICANT NAME: ' MAILING ADDRESS: PHONE NUMBER 2637 McCormack Drive, Clearwater,-FL 33759 727-669-2449 FAX NUMBER PROPERTY OWNER(S): Lawrence H. Dimmitt & Harry H. Dimmitt, Jr. as Trusteeedo~Am~en~ed Revocoble Living Trust AGENT NAME: MAILING ADDRFrSS: PHONE NUMBER: CELL NUMBER' Robert Pergolizzi, AICP -Gulf Coast Consulting, Inc. 13630 58th Street N., ~>`1i0, Clearwater, FL 33760 727-524-1818 727-644-2695 CASE #: DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT::' LAND USE CLASSIF ~. _ SURROUNDING 11~E OF ADJACENT PROPERTIES: NORTH: f1MC~U ~ ~ 1~~II'( SOUTH' ~ _ U . _ . _ . WEST: - EAST: 727-b69-0997 727-524-6090 E-MAIL ADDRESS: pergo@gulfcoastconsultinginc.com B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4202A) STREET ADDRESS: N/A -Vacant Property West of Lake Chautaugua LEGAL DESCRIPTION: PARCEL NUMBER: PARCEL SIZE: See Attached 32%28%16%00000%40%0400, 32%28%16%00000%240%0300 Approxima.telq 23 Acres (~. ~i~ ~) PROPOSED USE(S)AND SIZE(S): Single-Family Detached (46 units) (number of dwe8ing units, hotel moms ~ square footage of nonresidential use) DESCRIPTION OF REQUEST(S): Levu. -one Flexible Standard Development per See 2-103 (indude atl requested code deviations: e.g. reductlon in n:quired number of paridng spaces, spedfic use, eta) Lot sizes less than 10,000 s.f. for some lots, lot widths less than 100 feet, reduction in front, side and rear setbacks. ~P ~ttn~~v ia~D~;,.~,ian~~ Page 1 of 6 -Flexible Standard Devebpment Apptlcatlon Sln~e Family Residentfai Irfil1 Pn~ed- City of Geatwater • • DOES t tiiS APPLICATION INVOLVE TyE TRANSFER OF DEVELOPMEiVT RIGHTS (TDR), q p~/IOUSLYApPROVED PLANNED UNIT DEVELOPMENT, ORA PREVIOUSLYAPPROVED (CERTIFIED) SITE PLAN? YES X documents) ____ NO ` fif yes, attach a copy of the appi&~ble C. PROOF OF OWNERSHIP: (Code Section 4 202A.5) [~ SUBMfT A COPY OF THE TITLE INSURANCE POLICY, DEED OR AFFIDAVIT ATTESTING TO T} fE OWNERSHIP OF THE PROPERTY On File -previously submitted with Zoning Atlas Amendment Application ~- WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) !~ Provide complete responues to the sbc (6) GENERAL APPL1CABiLfiY CRCfERIA - Explain h_ o_w ~ qty is ~i~. in detail: t • The Proposed development of the land will be in harmony with the sole, bulk, coverage, density and draracLer of adjacent properties in which It ~lOt~t~• The property is proposed to be developed with 46 single-family homes, consistent with BS Land Use and LDR zonin g, which is the zoning of adjacent residential property.,West of Chautauqua Ave. is the back/rear area of existing 2• T~ Proposed development will not hinder or discourage the appropriate development and use of adjacent land and bw1dings or signtiicantiy impair the value thereof. Most surroundin ro erty is developed with sin 1e-family detached homes and commercial uses. The develo went should not hinder a ro riate develo went of or impair the value of adjacent property. 3. The Proposed development wr71 not adversety affect the health or safety ar persons residi ~• This development will be buffered by existing tre s,g'orefene sand walPld The proposed 46 units have minimal impact to public facilities. Proposed residents ~ uses are compatible with existing residential uses. 4• The P P~edgCVelopJnenk i~ desjgned to mini ~ra ffic congestion, The 4~'"sin 1e-Lams y homes wou~d generate 440 daily trips, 46 PM peak hour trips. This is minimal and is less than one 1~ percent of US 19 capacity. 5. The proposed development is consistent with the community character of the immediate vicini of the Properties to the north and south are single-faimily detached psing ertlfamily detached is proposed. Auto dealerships to the west will be buffered. 6. The design of the proposed development minimizes adverse efl`ects, inducting visual, acoustic and olfactory and hours of operation impacts, on adjacentpropertles. The development is designed with perimeter fences/walls, many existing trees have been preserved. The single-family homes should not have any adverse visual, acoustic, or olfectory impacts. ^ Provide complete responses to the seven (7) RESIDENTIAL iNF1LL PROJECT CRITERIA - 1. The development ar redevelopment of the roes P Explain how ~~ ~~ ~ achieved, in detati: devebpment ~andards. ~ Proposed for devek- meat is otherwise impradiral without deviations from the irrtensity and Due to the extent of wetlands on the site and adjacent to Lake Chautauqua Iot sizes need to be reduced to practically develop the site with single-family detached housing. Page 2 of 6 - Ffewbie Standard Development Apptiption Single Family Residential lnttit PrDj~ gay of Ctearvvater • 2 ll~ development of the parcel proposed for development as a n~idential infill project wi0 .not materiaity reduce the fair market value of abutting propertles. (lndude the existing value of the sfte and the proposed value of the site with the improvemerrts.) According to Pinellas County Property Appraiser data, the just market value is $1.75 million and upon development ti,; c a1,nnT ri i nrrPaan to ~7n mi 7 l i nn _ 1lavPT nr- ment with high-end homes in a privai properties 3. The uses within the residential infill project are othenNise pe Single-family detached homes are peg 4. The uses or mix of use within the residential infill project are The single-family detached homes az detached homes to the north and sot 5. The development of the parcel proposed Tor development as roposed for devebpmerrt '~he development of the property as property value and upgrade the imII 8. The design of the proposed residential infai project creates a Wilyof the, parcel pro sect Tor development and the ~v i ~ie design prePserves many existg Chautauqua, and provides extensive enhance the community character. 7. Flexibility in regard to tot width, requQed setbacks, height ank immediate vicinity of the parcel proposed for development an Environmental sensitive areas re 10,000 s.f. All front setbacks ex width. Average lot size is 13, deviations are justified to preser w o e. n E. STORMWATER PLAN SUBMITTAL REQUIRE! 4202.A.21) ~ STORMWATER PLAN inducting the fopawing requ"verrt~ _ Existing topography extending 50 feet beyond all proper Proposed grading inducting finished floor elevatlons of a ~ All adjacent streets and municipal storm-systems; Proposed storrmnra6er deterrtionhelention area inducting Stormwater raiwiafions for attenuation and water quafir Signature of Fbrtda registered Professional Engineer or ^ ~ ~~ COPY OF PERMIT INQUIRY LETTER OR SOUTHWES (SYVFINMD approval is n:quired poor to issuance of City ^ COPY OF STATE AND COUNIY STORMWAT>rR SYS' Page 3 of 8 -Flexible Standard Devebpment A ~ ~ 1=. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202A) C~ SIGNED AND SEALED SURVEY (including legal descriptlon of property) -One txiginal and 12 kbpies; [~ TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, Including drip lines and indicating trees to be removed); !~ LOCATION MAP OF THE PROPERTY; ^ PARKING DEMAND STUDY in conjunction with a request bo make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submiitai of this application, the methodology of such study shalt be approved by the Community Development Coordinator and sham be in accordance with accepted traffic engip~ring principles. The ftndings of the study wFll be used in determining whether or not deviations to the parking standards are approved; PP44 AA ^ GRADING PLAN, as applicable; PRELIMINARY PLAT, as requtred (Note: eu0ding permits rwll not be issued until evidence of recording a final plat is provided); ^ COPY OF RECORDED PLAT, as appligbie; N/A G. SITE Pl.AN SUBMITTAL REQUIREMENTS: (Section 4202A) SITE PLAN with the following information (not to exceed 24' x 36'x: X All dimensions; ~ North arrow; ~ Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; ~ Location map; ~ Index sheet referendng individual sheets iriduded in package; NA Footprint and s¢e of all IX15TING buildings and stivctures; ~ Footprint and s¢e of all PROPOSED buildtngs arrd structures; ~' All required sefbadcs; ~ A[l existing and proposed poirrts of access; ~ Ail required sight triangles; X Identification of environmerrlalty unique areas, such as watercourses, wetlands, tree masses, and specmen trees, including description and location of understory, ground ever vegetation and wftdlife habitats, eta g Location of ail public and private easements; ~ Location of all street rights-0f-way within and ad)acent to the site; ~ Location of existing public and private utilities, inducting fire hydrants, storm and sanitary sewer lines, manholes and Itft stations, gas and water lines; Ail parking spaces, driveways, loading areas and vehicular use areas; 1QK Depikxlon by.strading or crosshatching of al! required parking lot interior landspped areas; I~ Loptign of all solid waste wntainers, recycling or trash handling areas and outside mechanical equipment and all required screening {per Section 3-201(D)(i) and Index #701}; ~ Location of all landscape material; ~ Location of all onsite and offsite storm-water management fac8fies; N~ Locaton of ail outdoor lighting fixtures; and X Loratlon of ail existing and proposed sidewalks. C3~ SITE DATA TABLE for existing, required, and proposed development, in writtenlhdbuiar fam: _ Land area in square feet and acres; NA Number of EXISTING dwelling units; X Number of PROPOSED dwelling units: 1T~ Gross floor area devoted to each use; ~. Paridng spaces: total number, presented in tabular form with the number of required spaces; 1VA_ Total paved area, including aA paved parking spaces and driveways, expressed (n siuare feet and percentage of the paved vehicular area; Size and spades of afl landscape material; ~ Official records book and page numbers of aY existing utility easement; ~ Building and structure heights; ~ Impermeable surface ratlo (I.S.R.); and NA Floor area ratio {FAR.) for aQ nonresidential uses. ~ REDUCED SITE PLAN to sole (8 / X 11) and cotat rendering ff possible; C~ FOR DEVELOPMF_NTS OVER ONE ACRE, provide the folowing additional infomratron on site plan: % One-foot contours or spot elevratlons on site; g Offsite elevations if required to evaluate the proposed stormwaGek' management for the parcel; ~ Ali open space areas; T Location of a8 earth or water retaining wags and earth berms; (No retaining walls proposed at this time) ~ lot lines and budding lines (dfinerrsiorred); $~ Streets and drives (dimensioned); ~, Building and structural setbacks (dimensioned); N~ Stntctural overhangs, (, j„~ T Inventory, prepared by a "cerdfi~ arborisY, of aU trees 8' DBH or greater, reflecting size, k~nopy (drip Imes) and condition of such tress. ~1) to a prepared, if required by the City of Clearwater Page 4 of 6 - Flexible Standard Development Application Single Faruly Residential Infal Project City of Clearwater H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 41102A) (~ LANDSCAPE PLAN: X A0 existing and proposed strudun~; ~ Names of abutting streets; ~ Drainage and retention areas including swales, side slopes and bot0om elevations; (no Vertical information) X Delineation and dimensions of ail required perimeter landscape buffers; X Sight visibility triangles; ~ Delineation and dimensions of all paridng areas Including landscaping islands and curbing; j~ Proposed and required parking spaces; g Existing trees orrsite and immediately adjacent to the site, by species, size and locations, inducting driplirre; g Location, size, description, specificat~ns and quantltles of all existng and proposed landscape materials, inducting botanical and g common names; ~, Typical planting details for trees, palms, shrubs and ground cover plants inducting instructions, soil mixes, baddiQing; mulching and protective measures: NA Interior landscaping areas hatched and/or shaded and labeled and irrterior landscape coverage, expressing in both square feet and peroentage covered; % Conditlons of a previous development approval (e.g. condfions imposed by the Community Development Board); ,~ irrigation notes. l~ REDUCED LANDSCAPE PLAN to scale (e'h X 11) (color rendering if possble); ^ IRRIGATION PLAN (required for level two and three approvalk ^ COMPREHENS)VE LANDSCAPE PROGRAM application, as applicable. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Required in the event the application includes a development where design standanis are in issue (e.g. Tourist and Downtown Districts) or as part of a Comprehensive InfiO Redevelopment Project or a Residential InfiQ Project. See Attached Drawings ~2 BUILDING ELEVATION DRAWINGS -all sides of atl buildings inducting height dimensions, cobrs and materials; ~] REDUCED BUILDING ELEVATIONS -four sides of building with colors and materials to scale {8'h X 11) (black and white and coke rendering, if possible) as required. - J. SIGNAGE: (Division 19. SIGNS /Section 3-1806) ^ All EX1STIf~G freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indipte whether they wiQ be removed or to remain. ~] All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing ^ Comprehensive Sign Program application, as applipble (separate application and fee required). ^ Reduced sigrrage proposal (8'h X 11) (color), if submitting Comprehensive Sign Program appliption. K. TRAFFIC IMPACT STUDY: (Section 4-801.C) N/A ^ include as required if proposed devebpment well degrade the acceptable level of service for any roadway as adopUed in the Comprehensive Plan. Trip generation shall be based on the most recent edition of the institute of Transportation Engineer's Trip Genera Manual Refer to Section 4801 C of the Community Devebpment Code for exceptions bD this requirement. L SIGNATURE: I, the undersigned, acknowledge that all representatlons made in this appiirxtion are true and accurate to the best of my knowledge and author¢e City representatives to visit arrd photograph the property described in the applic~(on. ~~ ( / S~ignr~attuure of~ope~ own re ' e Robert Pergoli zi Authorized Agent STATE OF FLORIDA, CdUNTY OF PiNELLAS Swwoo~~-- to and subscribed before me this ~~ day of C7.Tc~ll~e Y" AD. 20~ to me and/or by who is perso ay known has produced ~ ~c1 n i ~. ~C9ll~Z~Y ~ as identifica4on. My conimission~>~ PATt11C1A A SCUOi3i1 •I.JM~w•nnw,wu s ww w..e D0'1RF.S: inlay 15, 2005 aadedTku Notur pim6e UMenMeeie Page 5 of B - Flexble Standard Devebpment Application Single Family Residential irrfrll Project- City of gearwater • ~~V.~T ~ AL3't~~~~t~E AGEN'T` _ ~~G & ~IC,~S A~Il~~ATiDN Id[JAIIt,~'AL 5Ei~1It~S B(~lG, f~D SQI!'fIi btYBa.E AYII1~i3Q. ~ ~.flOR P43W~i~ a.~'1~-b8~b87 ~~ Cpl ~b~S Lawram~cx H. Drift, III ~il.srty S Dimmitc, T>~ datpe~op~llra~ !. 'i"hat (~ amfinne ars) the taten~brts; and t+ecxud ~ tv~Nder(sj 4f the fioQOwing des~ed r~: •~~o~Ct23+ 23 acncs ~i~akc. cast of Aveane, mirth ~ Ass~e Santo. C~watr~ FL f~vear~el LaoaMor~ 2. Tt~t tl~s prnpert~- cam fhe pr>ape~#y fot-rrfiic~ a request i~tr a~ ' ,... Reaoning to I17~ and su~gnenf a~a#oa~r F1e~63e Standar~F Deveiop~nt t~• ~: Thac me ~~9~ (has~ifannc) appc~d ar~d ~dne~daj ,~ '~ Uai€comx co~ciag 7a~ . a.c - to anp aral~eoeuenewe.aswy~o ~. Twat tit&i toss bean eacta~ted to Inds the rfir art pea~ates : Florida tr~ assd act tm tie e~ ~#esc #~perty, ~. '#~att (~1W~e). the ntned suthar~y, tzeteby ! ~~ ~ ..-~. ~~ s'['A'1E OF Ft. . conreararrrew l+'Nh / T7',~~/ ~ tild (~ d1 OAP ~ ~ br OfY t~MA~ ~'~ ~ OI! fll~C ~ _ ~ Cf ¢~...~~~~A~f appsrrnd 0~~~2,~ ~ }~~j • tJi ~n x1 ~riw hw6~ Omen I~MOu~r srraea ~~a~~y~oee~ and ~mp1s ifs ltsr~s4e A~/ mlda:~ the aoai~t~ of'Q1s l~t>re1011ea~nsa f'~ ~ t15AAtl~EFRON 7ti pdYCt~kWiSStON#(xBi9~8 t1Ay _ ' ~ fl~ ltacdt 1ti,'2~4 . ~maiainm +a.~r ~ oeaK.~s ;R t~ Amt • Additional Desription of Request This Level One Flexible Standard Development application is for a proposed 46 lot single-family residential detached subdivision .with three lots proposed at less than 10,000 square feet in area. Average Lot area is 13,270 square feet. .Lots are also proposed less than 100 feet in width (Average lot width is proposed at 83.4 feet), and a reduction in side and .rear setbacks to 7~5 feet for side setbacks r and 15 feef rear setback as a residential infill project, under the provisions of ` Section'2=103.B. Front setbacks are proposed at 30 feet. We are requesting an 8' high wall along the west prope-ty boundary adjacent to Chautauqua Avenue. This 8' high wall is being proposed to provide additional noise buffer and visual screening from the rear of the Dimmitt auto dealership which is just to the west of Lake Chautauqua. This rear area of the Dimmitt auto dealership contains the maintenance, storage and repair facilities which produce s a variety of noise and offers little or no screening of this unaesthetic area. Some homes are in very close proximity to this existing development and in order to attempt to provide some additional noise and visual buffering, the 8' high wall is proposed. ' w ~ a ~~~ j~ ~T ~ Planning Department 100 South Myrtle Avenue ~ ~ ~~ ( r % Clearvvater, Florida 33756 w Telephone: 727-562-4567 ~ Fax: 727-562865 ^ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ^ SUBMIT 12 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans ^ SUBMIT APPLICATION FEE 100.00 FAX NUMBER: ~` NOTE: 13 TOTAL SETS OF INFORMATION REQUIRED {APPLICATIONS PLUS SITE PLAN SETS) ;`, , , ~ , ' ._ ~ , ,.~ r . t _ ':T FLEXIBLE STANDARD DEVELOPMENT APPLICATION •'••' • -~~ Single Family (LnR or LMDR only) Residential Infill Project (Revised 11/os/02) PLEASE TYPE OR PRINT A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.Aj Ruttlund Homes of Florida, Inc. APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: 2637 McCormick Drive, Clearwater, FL 33759 727-669-2449 CASE #: F LS oZG~3 -' /D~-'SSA DATE RECEIVED: /b~ 2,jT - D RECEIVED BY (staff in ia~ Is): ATLAS PAGE #: Z~4~i ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OF_AD~IACENT _ PROPERTIES: ~~-, `' '' - - ,. t « t;-~ NORTH: y = ' ~' SOUTH: WEST: EAST: I ~ ,~ ~ :~ / 1I 1.1.E FAX NUMBER: PROPERTY OWNER(S): Lawrence H. Dimmitt & Harry H. Dimmitt, Jr. as Tru~steedo~LAmended Revocoble Living Trust AGENT NAME: Robert Pergolizzi, AICP -Gulf Coast Consulting, Inc. 13630 58th Street N., 4110, Clearwater, FL 33760 MAILING ADDRESS: __ PHONE NUMBER: 727-524-1818 CELL NUMBER: 727-644-2695 727-669-0997 727-524-6090 E-MAILADDRESS: Pergo@gulfcoastconsultinginc.com B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) STREET ADDRESS: N/A -Vacant Property West of Lake Chautaugua LEGAL DESCRIPTION: PARCEL NUMBER: PARCEL SIZE: (acres, square feet) PROPOSEDUSE(S)ANDSIZE(S): Single-Family Detached (46 units) (number of dwelling units, hotel rooms or square footage of nonresidential use) DESCRIPTION OF REQUEST(S): Level one Flexible Standard Development per See 2-103 (include all requested code deviations; e.g. reduction in required number of parking spaces, speck use, etc.) Lot sizes less than 10,000 s.f. for some lots, lot widths less than 100 feet, reduction in front, side and rear setbacks. See Attached 32/28/16/14922/038/0040, 32/28/16/00000/310/0100, 32/28/16/00000/240/0400, 32/28/16/00000/240/0300 Approximately 23 Acres Page 1 of 6 -Flexible Standard Development Application Single Family Residential Infill Project- City of Gearwater DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES NO _ (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) ~ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED OR AFFIDAVIT ATTESTING TO THE OWNERSHIP OF THE PROPERTY On File -previously submitted with Zoning Atlas Amendment Application D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) ~ Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA -Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The property is proposed to be developed with 46 single-family homes, consistent with RS Land Use and LDR zoning, which is the zoning of adjacent residential property.•~West of Chautauqua Ave. is the back/rear area of existing 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. Most surrounding property is developed with single-family detached homes and commercial uses. The development should not hinder appropriate development of or impair the value of adjacent property. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. This development will be buffered by existing trees, or fences and walls. The proposed 46 units have minimal impact to public facilities. Proposed residenti uses are compatible with existing residential uses. 4 Thep poked d veto ent i des gned to minimi traffic con estion. The 4 ~ singe-~ami~y ~omes wou~d generate 440 daily trips, 46 PM peak hour trips. This is minimal and is less than one (1~) percent of US 19 capacity. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. Properties to the north and south are single-faimily detached, single-family detached is proposed. Auto dealerships to the west will be buffered. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacentproperties. The development is designed with perimeter fences/walls, many existing trees have been preserved. The single-family homes should not have any adverse visual, acoustic, or olfectory impacts. ^ Provide complete responses to the seven (7) RESIDENTIAL INFILL PROJECT CRITERIA -Explain how each criteria is achieved, in detail: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the intensity and development standards. Due to the extent of wetlands on the site and adjacent to Lake Chautauqua lot sizes need to be reduced to practically develop the site with single-family detached housing. Page 2 of 6 -Flexible Standard Development Application Single Family Residential Infill Project- City of Clearwater 2. The development of the parcel proposed for development as a residential infill project will not materially reduce the fair market value of abutting properties. (Indude the existing value of the site and the proposed value of the site with the improvements.) According to Pinellas County Property Appraiser data, the just market value is $1.75 million and upon development this should increase to $ZO million. Develop- ment with high-end homes in a private community should enhance the value of abutting properties 3. fihe uses within the residential infill project are otherwise permitted in the City of Clearwater. Single-family detached homes are permitted in the LDR zoning district. 4. The uses or mix of use within the residential inflill project are compatible with adjacent land uses. The single-family detached homes are totally compatible with the single-family detached homes to the north and south. 5. The development of the parcel proposed for development as a residential infill project will upgrade the immediate vicinity of the parcel roposed ford velopment. '~he development of the property as single-family homes will increase the property value and upgrade the. immediate vicinity. 6. The design of the proposed residential infill project creates a form and function that enhances the community character of the immediate i miry f the,parcel pro sed for development and the City of Clearwater as hole ~~ie ~esign pr~serves many existing trees, a~`~ords spectacular view of Lake Chautauqua, and provides extensive open space within the development. This will enhance the community character. 7. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. Environmentally sensitive areas require deviations from code. Most lots exceed 10,000 s.f. All front setbacks exceed 20 feet, and all lots exceed 60 feet in width. Average lot size is 13,610 s.fr average lot width is g0 feet These deviations are justified to preserve wetlands/trees and benefit the community as a whole. E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Design Criteria Manual and 4-202.A.21) ~+ STORMWATER PLAN including the following requirements: X Existing topography extending 50 feet beyond all property lines; Proposed grading including finished floor elevations of all structures; (Min FFE 87.0 ) ~ All adjacent streets and municipal storm systems; (TOB limits & Proposed stormwater detention/retention area including top of bank, tce of slope and outlet control structure; location of stormwater plculations for attenuation and water quality; stormwater only Signature of Florida registered Professional Engineer on all plans and calculations ^ ('~~ COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of Gity Building Permit), if applicable ^ COPY OF STATE AND COUNTY STORMWATER SYSTEM TIE-IN PERMIT APPLICATIONS, 'rf applicable - N/A Page 3 of 6 -Flexible Standard Development Application Single Family Residential Infill Project- City of Clearwater F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) SIGNED AND SEALED SURVEY (including legal description of property) -One original and 12 copies; ~ TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size {DBH 4" or greater), and location, including drip lines and indicating trees to be removed); C~ LOCATION MAP OF THE PROPERTY; ^ PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic eng[ne~ring principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; 1NV // AA ^ GRADING PLAN, as applicable; E~ PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ^ COPY OF RECORDED PLAT, as applicable; N/A G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) SITE PLAN with the following information (not to exceed 24" x 36"): X All dimensions; ~ North arrow; -X Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; -X Location map; X Index sheet referencing individual sheets included in package; N~ Footprint and size of all EXISTING buildings and structures; ~ Footprint and size of all PROPOSED buildings and structures; ~ All required setbacks; -X Ali existing and proposed points of access; ~ All required sight triangles; X Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; X Location of all public and private easements; ~ Location of all street rights-0f-way within and adjacent to the site; X Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; 1~ Depiction by shading or crosshatching of all required parking lot interior landscaped areas; ~ Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per Section 3-201(D)(i)and Index #701}; X Location of all landscape material; ~ Location of all onsite and offsite storm-water management facilities; N~ Location of all outdoor Lighting fixtures; and X Location of all existing and proposed sidewalks. ^Y SITE DATA TABLE for existing, required, and proposed development, in writteNtabular form: _ Land area in square feet and acres; NA Number of EXISTING dwelling units; X Number of PROPOSED dwelling units; Jy~ Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; NA Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; Size and species of all landscape material; ~ Official records book and page numbers of all existing utility easement; ~ Building and structure heights; ~ impermeable surtace ratio (I.S.R.); and NA Floor area ratio (F.A.R.) for ali nonresidential uses. ~ REDUCED SITE PLAN to scale (8'/: X 11) and color rendering if possible; C~ FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: X One-foot contours or spot elevations on site; ~ Offsite elevations if required to evaluate the proposed stormwater management for the parcel; ~ All open space areas; ~ Location of all earth or water retaining walls and earth berms; I;No retaining walls proposed at this time) ~_ Lot lines and building lines (dimensioned); X Streets and drives (dimensioned); X Building and structural setbacks {dimensioned); ~_ Structural overhangs; (~ Tr 1 Inventory; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees. ~) to e prepared, if required by the City of Clearwater Page 4 of 6 -Flexible Standard Development Application Single Family Residential Infill Project- City of Clearwater • H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) !~ LANDSCAPE PLAN: X All existing and proposed structures; ~ Names of abutting streets; ~_ Drainage and retention areas inGuding swales, side slopes and bottom elevations; (no vertical information) X Delineation and dimensions of all required perimeter landscape buffers; X Sight visibility triangles; ~ Delineation and dimensions of all parking areas including landscaping islands and curbing; jy~ Proposed and required parking spaces; g Existing trees on-site and immediately adjacent to the site, by species, size and locations, including dripline; g Location, size, description, specifications and quantities of all existing and proposed landscape materials, inGuding botanical and X common names; I1T.A- Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; NA Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; X Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); ~ Irrigation notes. CK REDUCED LANDSCAPE PLAN to scale (8'/: X 11) (color rendering if possible); ^ IRRIGATION PLAN (required for level two and three approval); ^ COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. See Attached Drawings ail BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials; X7 REDUCED BUILDING ELEVATIONS -four sides of building with colors and materials to scale (S'/2 X 11) (black and white and color rendering, if possible) as required. J. SIGNAGE: (Division 19. SIGNS /Section 3-1806) ^ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ~1 All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing ^ Comprehensive Sign Program application, as applicable (separate application and fee required). ^ Reduced signage proposal (8'/z X 11) (color), if submitting Comprehensive Sign Program application. K. TRAFFIC IMPACT STUDY: (Section 4-801.C) N/A ^ Include as required ff proposed development will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's Trip General Manual. Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. L. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. f Signature of property owne r re entative Robert Pergoli zi Authorized Agent day of cx,~-~be Y' A.D. 2oQ~ to me and/or by who is personal~)y known has oroduced ©~Y-_~r CaL ~ l.n ~CY1C~t~t~'(1 as IUCIIt II II:atlVll. My commission~>~1'@Y ~. ~~~''%_ ~ ~ ~ PATRICIA A SCUDERI EXPIRES: May 15, 2005 bonded Thru Notary Public Underwriter; STATE OF FLORIDA, COUNTY OF PINELLAS rd Swor to and subscribed before me this Page 5 of 6 -Flexible Standard Development Application Single Family Residential Infill Project City of Clearwater • ~IT~~ O~ ~~A~'~t`A AF~A~ITT Tfl AI~Z`H[~RIZI~ AG~N'P PI.ANNIl~IG & ~V~]L.aPMENI' S$~~[CBS A~RdINI~TRATIC)N I~IJAIICIPAI. SERVICES BUQ.DING, t00 SQLRH MYRlT.E AVENL7E• 2"r FL0L3R PHC3IVR ~lZl}-582-4687 FAX' C/~7f 5BZ-4678 Lawrence Fi, Dimmitt, III end Larry K LZimmitt, 3'r. p~ts~a d ar propeQr owrae~ t. Tfm# (t amlwe ana) the s~vrnr~t(s) at~d r+ecard tide hofder(s} a€ the fallovrring did pre~~rty: Attpsoxn~tly 23 acres ~y'osC of bake Citauta~eti ua, cast of Chautauqua Avenue. north of Sewnd Avruue 5autl>. Cieaiwater, FL (Add~sar8a~ t.nca~on) 2. Tf~i# this propeaty ao~s the prnErsrty 3vr vvtticf~ ~ req~lrest for 2c: .., Rezoning to LDR and subsequent application for Flexible Standard Development t R~rt PesgiDlizza ~: Tnat the utttierstgned (hsslhave) aippointed a~ (doearJrio) appr~t Gulf Coast Coma~ttiag, Iac. a a a+r arm~areoa.samctiaoacsmy+o 4. T'i'aat ~ls ae~da~t mss. ~n executed to )ndutae the GiiY tsF` (:tearMra~er. Fbrida tcs consider and act oa ttl~ afbowe desca7bed g-a~persy; S. That (ilwa}, tip ur~CSigned authtx'iiy, fi~reby certi<jr the toregaing is aQd ~ _ ~'~, a'CA'4E OF Fi.~R~A, 'ar-~ L14 fzl? ~t~,k r r'Y~~-~ 1~ +13x~v the Rte !g d sn at7ioer duly b'Y tlto iaw~al of the s~ of on ihia ~~ _._.. dor of a . aC1~K~ p~m~l~/ :~ppe~aad ch tia,~ e.~n ~L ~ • IJ s ~ as i ff' ~i~rteo t~a~Fr~g o~e'en ~r~ae d~+ty ewern y~~ ~l~Dt1d ~-S llfst helSll@ 11~IIJ/ UIid9B$rxis the CO11~811t9 Ot f!!e afRdaV~ 1Mat 1ie1811@~gli9d. ~ ! ~. A ~•I Y"•••~...n+++u~ADpFFRON '~ RdY COMMISSION # CC 919588 sty ~ ' ' ~ EXPIRES: March 1&; 2004 -~ ;: $o~ Thru Notary Public Underwriters ~rRf,~F+• ~ app8as~x- fo~tlddstrolepnren2 revbawVf~Kdg~ ~ Autdwhzn Apw~# k K FLS2003-10054 2301 CHAUTAUQUA AVE Date Received: 10/23/2003 LAKE CHAUTAUQUA SUBDIVISION ZONING DISTRICT: LDR LAND USE: RS ATLAS PAGE: 244A a ~ ~® ~` ~r r~ ,. ., t ~+ ~. _-i. ~. _ OC i 2 `~ lUu3 t-.-7 ,~ ~, -~• -~- {~ CK. NO. ~ t DATE ~ 03 CLWCoverSheet S~,pto 10/23/2003 I ~' ~ Receipt #: 1200300000000011034 12:02:28PM 9 ~= ~ Date: 10/23/2003 r Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLS2003-10054 02 Flex Std-Residential 010-341262 100.00 Line Item Total: $100.00 Payments: Method Payer Bank No Account No Confirm No How Received Amount Paid Check THE ROTTLUND HOMES slw 8184 In Person 1 ~^ OFFLORIDA Payment Total: $100.00 ~` THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. cReceipttpt Pagelofl s Gulf Coast Co~ulting, Inc. Land Development Consulting ICOT Center 13630 58th Street N., Suite 110 O R I G I N A L Clearwater, FL 33760 Phone: (727)524-1818 Fax: (727)524-6090 October 23, 2003 Mr. Chip Gerlock, Development Review Manager City of Clearwater Planning Department 100 S. Myrtle Avenue, 2"d Floor Clearwater, F133756 Re: Lake Chautauqua Site Preliminary Plat Submittal Dear Mr. Gerlock: Confirming our previous meetings regarding the above referenced project, enclosed are the following items necessary to process the Preliminary Plat for review. Enclosed please fmd: 1. City of Clearwater Application for Plat Approval including the Affidavit to Authorize Agent form (One Original and 10 copies) 2. Ten (10) prints of the Preliminary Plat 3. A check in the amount of $600.00 for the review fee. The applicant, Rottlund Homes of Florida Inc. is seeking to develop 46 single-family detached homes on this 23 acre property. As you know this property is undergoing a rezoning to LDR and P and a Land Use Plan Amendment from RS (County) to RS (City) as case # LUZ2003-09010. Due to site constraints and environmentally sensitive areas on the site some of the lots are less than 10,000 square feet. The average lot size is proposed as 13,610 square feet and the average lot width is proposed as 80 feet. Please call me if you have any questions or need any additional information. Sincerel , 7 `a Robert Pergolizzir t' /' Principal Sean P. Cashen, P.E. Principal Cc Mike Willenbacher, Rottlund Homes of Florida Inc. (w/encl) Al Kesler, Kesler Design and Consulting, Inc. (w/encl) Lawrence Dimmitt Harry Cline Mark Klein File 03-001 i~EC~IV~D OCT 2 ~ 2003 PLANNING DEPARYMENT CITY OF CLEARWATER s S~~ r~ CITY OF CLEARWATER ~~~~` ¢ APPLICATION FOR PLAT APPROVAL ~' `~ ~~ PLANNING & DEVELOPMENT SERVICES ADMINISTRATION 9'~IfiA~ its MUNICIPAL SERVICES BUILDING, I00 SOUTH MYRTLE AVENUE, 2"" FLOOR PHONE (727)-562-4567 FAX (727) 562-4576 PROPERTY OWNER'S NAME Lawrence H. Dimmitt & Larry H. Dimmitt, Jr. ADDRESS 25485 US Highway 19 North, Clearwater, FL 33763 PHONE NUMBER ___727-791-1818 FAX NUMBER : _ 27_724-3831 APPLICANTS NAME Rottlund Homes of Florida, Inc. 2637 McCormick Dr., Clearwater, FL 33759 ADDRESS 727-669-2449 727-669-0997 PHONE NUMBER _ FAX NUMBER : _ AGENT NAME _ Robert Pergolizzi, Gulf COaSt Consulting, Inc. 13630 58th St. N., 4110, Clearwater, FL 33760 ADDRESS PHONE NUMBER 727-524-1818 FAX NUMBER 727-524-6090 I, the undersigned, acknowledge that all representations made in this application are true and ~ot~raet~e,€o the best of my knowledge. by Pergolizzi ,who is personally known to Authorized Agent dire"'••, PATRICIAASCUDERI ~~v ~~ . ae: -= MY COMMISSION # DD 026036 Ten (10) copies of the preliminary plat must be submitted. ~; r 7~P~~cg• ~~ PIRNotaryPublic5Uo00rwriters The preliminary plat shall be prepared by a surveyor, architect, landscape a not smaller than 1:100 and shall not exceed 24" X 36" and include the following information: STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this~3rday of ~x-"~Ql~~ , A.D., 1~_t~P~to me and/or. ~ me~ has as Jd$ntific 1 NORTH ARROW, SCALE AND DATE; TITLE UNDER WHICH THE PROPOSED PLAT IS TO BE RECORDED; NAME, ADDRESS AND TELEPHONE NUMBER OF THE PERSON PREPARING THE PLAT; IDENTIFICATION CLEARLY STATING THAT THE DRAWING IS A PRELIMINARY PLAT; LEGAL DESCRIPTION OF THE PROPERTY WITH U.S. SURVEY SECTION, TOWNSHIP AND RANGE LINES; EXISTING AND PROPOSED RIGHTS-OF-WAY AND EASEMENTS; PROPOSED STREET NAMES; NAMES, APPROPRIATELY POSITIONED, OF ADJOININ G PLATS; Page I ~ ~ ~ ~ ~ ~~ OCT 2 Q 2003 PLANNING DEPARTMENT CITY OF CLEARWATER • • ~I~"'Y ~~ ~~e~A~.~'A A~DAVTT ~ ALIT~~ORIZE AGT3`N'P P~.ANI~NG & S~T,TC.~S ADUM~STI~l1'iON Mi1AIIt;IPAL 58RVICES Bi3II.nING, 1t']D SQLrIH MYRIT.E AVENi~. 2''' FLOUR PHQ1UTs (727-b8~687 FAJ~ (%ZT) 588-1675 Lawrenc~a H, Di~:tft, III gad Lapp K Dimmitt, Jr. QVartada/ pee~eeety a~ t. 'i'ttat (~ amMre ors) the oMmer(s) and need tilde holder(s) of ~ foiic~lving d property: A~ptott}y ?3 acres of 3~kc Char~nga~. east of Avenue, north a~ Second Avenue South Clcarwetr,~ ~'L fart8eneeat t1 2. T7'~# ttttis pe~operty cor>~ib~es ftte property ~or'vatlicA ~ re~gt~est f+ar 2t: ... Rezoning to L17R and anent apulica#loa ifsr Flue Standard ,Development RubOR Fetg+~li~i ~: Ttt<8t the tlrtdersl9ned (tisstitatte) appointed at,d (dap/do) ert Guth ('`,asst Wig, 7nC, . as a 7a Q+fr ardllRaanst>~ct~os~0eyfea 4. Twat tltt! ties ~t execrated to iix3uce the C#t!r of Eer. Florida ~ consfdt3r amd act on tt~e above dssr:rbed }H+aperiy; S. T#tat (Uene), tl3a tandet~rred stathority, hereby cw~ s~i'w~ of Fsa~or-, ~nd.~ l ~+'J IN / T 3',~ the ~a t~4^. sn cAlaeir duly L.~4 ~L/2 ~ ~ A~ ; aCCX~ pe~a~+ayr a~ppa~erad '~ attd ~ ttt~ he~she 1Uly utMtarsf;areds tote ootrkYfla of tfie a~vlt ~ .. ~"' ' LEiAADAi~RtNl MY CONqu[ISSION ~ CC Si9~8 "'G '~ i6'2UQ4 ~ Comti>i~t a : :a EXPIRES: lMarth ~•~~ 9o~ed7t~ruNao~ryPubGct)ndawruers ttts n9 lg O~ dl! ~11i ~d ~ d~p]r p1 _TrAw h~Freg Even heat duly erearex .~ 7~1p~011 jb~ iSV16eM~ AttblOt~ A~1t .f. r'fNtLLf-~J I.VUfV f T, rf_vf-~~uH D E S~ R i P T I 0 N LEGAL DESCRIPTION (L2 ) LOTS 1 TO 6, INCLUSIVE, BLOCK 42, UNIT 1, SECTION °A", CHAUTAUQUA ON THE LAKE. ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE 52, OF THE PUBUC RECORDS OF PINELLAS COUNTY, FLORIDA. ALSO LOTS 1 TO 26, INCLUSIVE, BLOCK 40, UNIT 1. SECTION "A". CHAUTAUQUA ON THE LAKE AFORESAID. ALSO LOTS i TO 8, INCLUSIVE, BLOCK 41, UNIT i, SECTION °A". CHAUTAUQUA ON THE LAKE AFORESAID. ALSO VACATED PORTION OF FIRST AVENUE NORTH BETWEEN THE WEST BOUNDARY OF LAKESHORE DRIVE AND THE EAST BOUNDARY OF FIRST STREET EAST BETWEEN BLOCK 4i AND 42 OF CHAUTAUQUA ON THE LAKE AFORESAID. ALSO VACATED PORTION OF FlPST STREET EAST BETWEEN THE NORTH BOUNDARY OF CHAUTAUQUA BOULEVARD AND THE SOUTH BOUNDARY OF FIRST AVENUE NORTH BETVYEEN BLOCK 40 ANO 41 OF CHAUTAUQUA ON THE LAKE AFORESAID. AND, BEGIN AT THE NORTHEAST CORNER OF LOT 5, BLOCK 42, UNIT NO. 1, SECTION 'A`, CHAUTAUQUA ON THE LAKE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT 9. PAGE 52 OF THE PUBUC RECORDS OF PINELLAS COUNTY, FLORIDA, FOR A POINT OF BEGINNING; THEN RUN IN A SOUTHERLY DIRECTION ALONG THE WESTERN RIGHT-OF=WAY OF LAKE SHORE DRIVE TO A POINT WHERE SAID WESTERN RIGHT-OF-WAY UNE INTERSECTS WITH THE CENTER UNE OF CHAUTAUQUA BOULEVARD; THEN RUN IN AN EASTERLY DIRECTION ALONG A UNE THAT IS AN EASTERLY EXTENSION OF THE CENTER UNE OF SAID .CHAUTAUQUA BOULEVARD FOR A DISTANCE OF 380 FEET; THEN RUN IN A NORTHERLY DIRECTION ALONG A UNE THAT IS PARALU3 TO AND 380 FEET FROM THE WESTERN RIGHT-OF-WAY UNE OF LAKE SHORE DRIVE TO A POINT THAT INTERSECTS WITH THE EASTERLY EXTENSION OF THE NORTH BOUNDARY OF SAID LOT 6 IN BLOCK 42; THEN RUN IN A WESTERLY DIRECTION ALONG SAID EASTERLY EXTENSION OF THE NORTH BOUNDARY OF SAID LOT 6 IN BLOCK 42 FOR A DISTANCE OF 380 FEET' TO THE POINT OF BEGINNING; WHICH SAID DESCRIPTION INCLUDES THAT PORTION OF VACATED LAKE SHORE DRIVE WHICH UES BET4YEFJJ THE EASTERLY EXTENSION OF THE NORTH BOUNDARY OF SAID LOT 6 IN BLOCK 42 AND THE EASTERLY EXTENSION OF THE CENTERLINE OF SAID CHAUTAUQUA BOULEVARD, AS VACATED BY RESOLUl10N RECORDED IN Q.R. BOOK 4975, PAGE 167, PUBUC RECORDS. ALONG WITH, LOTS i THROUGH 13, INCLUSIVELY, BLOCK 43, TOGETHER WITH THE NORTH 1 /2 AND THE SOUTH 1/2 OF VACATED FIRST AVENUE NORTH WHICH UES ADJACENT TO LOTS 1 THROUGH 13, INCLUSIVELY, BLOCK 43, UNIT 1, SECTION "A', CHAUTAUQUA ON THE LAKE AFORESAID. ;} AND THE IVA~ATED PORTION OF THE NORTH 1/2 OF CHAUTAUQUA BOULEVARD, LYING BETWEEN MAIN STREET AND THE WEST RIGHT-OF-WAY UNE OF WEST LAKE SHORE DRIVE OF CHAUTAUQUA ON THE LAKE AFORESAID. NOTE: A PORTION OF THE ABOVE LAND LYING WITH UNIT 1, SECTION `A", CHAUTAUQUA ON THE LAKE HAS BEEN VACATED 8Y RESOLUTION NO. 82-65, RECORDED FE$RUARY t9, 1982 1N D.R_ BOOK 5309, PAGE 1173, PUBUC RECORDS. LEGAL DESCRIPTION (L2) A PORTION OF THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 32, TOWNSHIP 28 SOUTM, RANGE 16 EAST, PlNELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM THE NORTHWEST CORNER OF SAID SOUTHWEST 1/4, RUN 5.89'35'34'E., 666.07 FEET ALONG THE NORTH UNE OF SAID SOUTHWEST 1 /4 TO THE CENTERUNE OF MAIN STREET; THENCE RUN S.00'00'04"E, fi.12 FEET ALONG THE CENTERLINE OF MAIN STREET TO THE POINT OF INTERSECTION OF THE CENTERLINES OF MAIN STREET AND CHAUTAUQUA BOULEVARD; THENCE RUN S.89' 35'34"E., 30.00 FEET PARALLEL TO AND 6.12 FEET SOUTH OF THE NORTH UNE OF SAID SOUTHWEST 1/4 FOR A POINT OF BEGINNING; THENCE RUN 5.89'35'34"E_, PARALLEL TO AND 6.12 FEET SOUTH OF THE NORTH UNE OF SAID SOUTHWEST 1/4, 990 FEET, MORE OR LESS, TO THE WATER OF LAKE CHAUTAUQUA FOR POINT 'A"; THENCE RETURN TO THE POIPbT OF BEGINNING; THENCE RUN 5.00'00'04"E., 499.60 FEET ALONG THE EAST RIGHT-OF-WAY UNE OF -MAIN STREET; THENCE RUN 5.89' 37'42"E., 140.00 FEET ALONG THE NORTH RIGHT-OF-WAY OF SECOND AVENUE SOUTH TO THE SOUTHWEST CORNER OF LOT 4, BLOCK 38, UNIT NO. i - SECTION A CHAUTAUQUA 'ON THE LAKE`, AS RECORDED IN PLAT BOOK 9, PAGE 52, PUBUC RECORDS OF PINELLAS COUNTY, FLORIDA; TNENCc RUN N_00'00'04"W., 10238 FEET TO THE NORTHWEST CORNER OF SAlO LOT 4; THENCE RUN S.89'37'10"E, 45.00 FEET TO THE NORTHEAST CORNER OF SAID LOT 4; THENCE RUN S_00'00' 04'E., 13237 FEET ALONG THE EAST UNE OF SAID LOT 4 AND THE SOUTHERLY EXTENSION THEREOF TO THE CENTERLINE OF SECOND AVENUE SOUTH; THENCI= RUN S.89'37'42" E~ 688.9 FEET, MORE OR LESS, TO THE WATI=RS OF LAKE CHAUTAUQUA; THENCE MEANDER THE WEST SHORE OF LAKE CHAUTAUQUA IN A NORTHERLY DIREC110N 541 FEET, MORE OR LE55, TO AFORESAID POINT 'A'; THENCE RUN N.89'35'34'W., PARALLEL TO AND 6.i2 FEET SOUTH OF THE NORTH UNE OF SAID SOUTHWEST 1/4, 990 FEET, MORE OR LESS, TO THE POINT OF BEgNNING. AND LOT 4, BLOCK 38, UNIT NO. 1 - SECTION A CHAUTAUQUA 'ON THE LAKE", AS RECORDED IN PLAT HOOK 4_ PA[~ 52 PlJ6L1C RECORDS of DINS ~ ec COUNTY_ FLORIDA • PLT2003-00013 2637 MCCORMICK DR Date Received: 10/24/2003 LAKE CHAUTAUQUA HOMES ZONING DISTRICT: O LAND USE: R/OG ATLAS PAGE: 244A ORIGINAL ~~~EOV~® OCT 2 4 2003 PLANNING DEPARTMENT CITY OF CLEARWATER ~: CK. NO. ~ ~ S oarE ) p v 3 CLWCoverSheet S'~,AL~ 10/24/2003 '`I`' ~ Receipt #: 1200300000000011128 4:32:46PM q ~= Date: 10/24/2003 r Line Items: Case No Tran Code Description Revenue Account No Amount Paid PLT2003-00013 Preliminary Plat 010-341240 600.00 Payments: Method Payer Bank No Account No Confirm No How Received Amount Paid Line Item Total: $600.00 Check THE ROTTLUND HOMES OF FLA slw 8185 In Person Payment Total: 60C~ $600.00 i THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. cReceipt.rpt Page 1 of 1 i s~~ I'[ ~' May 3, 2004 Mr. Robert Pergolizzi, AICP Mr. Sean P. Cashen, P.E. Gulf Coast Consulting, Inc. 13630 58`h Street North, # 110 Clearwater, Florida 33760 RE: Development Order regarding case FLS2003-10054/PLT2003-00013 at 2301 Chautauqua Avenue Gentlemen: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On January 29, 2004, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development to permit a 46 lot single family residential subdivision (detached dwellings) with reductions in lot sizes (with some lot sizes less than 20,000 square feet), reductions in lot widths (some lot widths less than 100 feet), reductions in side and rear setbacks, and an eight foot high wall as a Residential Infill Project, under the provisions of Section 2-103.B and Preliminary Plat approval for 46 lots. The subdivision plan set is last revised March 22, 2004. The DRC recommended approval of the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Standard Development criteria as a Residential Infill Project per Section 2-103.B. 2. The proposal is in compliance with other standards in the Code, including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area. r t. Apri130, 2004 Lake Chautauqua Subdivision -Page Two Conditions of Approval: 1. Provide documentation for the relocation of the endangered species found on the site prior to any site construction/destruction-land clearing grubbing and /or building permit (refer to the AES report); 2. Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat, whichever occurs first; and 3. Any proposed signage must comply with the City of Clearwater sign code. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with the above conditions. The approval is based on and must adhere to the subdivision plan, preliminary plat and application last revised March 22, 2004. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (May 3, 2005). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Pursuant to Section 4-502.A, an appeal may be initiated within seven days of the date the Development Order is issued by an applicant or property owners within the required notice area and who presented competent substantial evidence in the Level One review. A copy of the Development Order is being sent to those surrounding property owners who presented competent substantial evidence in the Level One review. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case will expire on November 5, 2003 (seven days from date of Development Order). If you have any questions, please do not hesitate to call Michael H. Reynolds, AICP, Senior Planner, at 727-562-4836. You can access zoning for parcels within the City through our website: www.clearwater-fl.com. * Make Us Your Favorite! Sincerely yours, Cynthia H. Tarapani, AICP Planning Director S:\Planning Department\C D B\Standard F[ex\lnactive or Finished Cases\Chautauqua 2301 Lake Chautauqua Avenue - Approved~Chautauqua Avenue 2310 Development Order.doc ~, 4 15 m. Case: FLS2003-1005 03-00013 - 2301 Chautau ua Avenue p. Owner/Applicant: Law. Dimmitt and Harry H. Dimmitt, Jr. Representative: Robert Pergolizzi, AICP -Gulf Coast Consulting, Inc. (13630 58~' Street N, #110, Clearwater, FL 33760; phone 727-524-1818) Location: On the east side of Chautauqua Avenue and west of Lake Chautauqua, approximately 850 feet south of Enterprise Road. Atlas Page: 244A. Zoning: LDR, Low Density Residential. Request: The application is seeking approval to permit a 46 lot single family residential subdivision (detached dwellings) with reductions in lot sizes (with some lot sizes less than 20,000 square feet), reductions in lot widths (some lot widths less than 100. feet), reductions in side and rear setbacks, and an eight foot high wall as a Residential Infill Project, under the provisions of Section 2-103.B and Preliminary Plat approval for 461ots. Proposed Use: Detached dwelling units (46 single family residential dwelling units). Neighborhood Association: None. Presenter: Michael H. Reynolds, AICP, Senior Planner Attendees included: City Staff: Frank Gerlock, Wayne Wells,. Scott Rice and Duanne Anderson Applicant/Representative: Sean Cashen, PE (phone: 727-524-1818) The DRC reviewed this application with the following comments: 1) Parks and Recreation: a) Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat, whichever occurs first. Please contact Deb Richter at 727-562-4817. 2) Stormwater:. a) Provide. proposed elevations throughout project, not just at inlets. Required elevations include all surface water management system features, project boundary,. drainage. basins, lot corners, wetland boundary, and roadway. Provide elevations. through Swale along the northern property line. and give a depth of Swale on the cross-section detail. b) Plans must be signed and sealed by PE. c) Remove reference to. City of Clearwater or other designation on the manhole covers that would indicate that City of Clearwater has maintenance responsibility of the storm water system.. This will be a privately owned and maintained system. ~~ ~ Provide a means of water quality treatment for the post-development "East Basin" which flows directl to the lake Provide cross-section elevations and demonstrate recove {~ y . , ry appropriate with treatment method.. Applicant is reminded that city criteria require 24-hour J recovery for a dry system. 3) Traffic Engineering: a) South entrance gate must be 40' from back edge of sidewalk. b) The above to be addressed prior to DO. c) Traffic Impact Fee amounting to $81,742.00 to be paid prior to C.O. (Rate: $1,777 per sfu) 4) General Engineering: a) Who does the dirt driveway serve? b) All existing septic tanks to be abandoned. Permits to be obtained from Pinellas County prior to issuance of City of Clearwater Building Permit. . ~ c) Road way doesn't meet City Standards, which is 30 ft. back of curb to back of curb. d) Vacation of easements. and right-of--way must be completed prior to issuance of a building ~ ~ ~ permit. ,i ~, e~ ~lat must be recorded prior to issu ance of a building_.permt, _ + it~4~ f) " ~~ _ n_ On building layout sheet 7 of 17 show ties from any structure to all property lines where side .. '/ ~ t/~ ~yazd easements are shown.. d g) All utilities must be buried. h) Proposed sidewalk should not be shown crossing driveways. i) Need length of pipe, rate, "wye" locations,. type of pipe, type of manhole and manhole information on all proposed sanitary sewer mains. j) Need to show water meters for each dwelling. Development Review Committee Action Agenda -`Thursday,. January 29, 2004 -Page 40 k) Need le pipe, shown for all water mains being con 1) Sanitarytorm manhole covers are not to have City learwater" on them. Sanitary manholes should sat "Sanitary Sewer" only. m) Label typical street section with dimensions. n) 2" gas main along Chautauqua Avenue not shown. o) 8" raw water main along Chautauqua Avenue. not shown. p) Dog house manhole detail required. q) Manhole #9 needs to be a doghouse manhole,. not a drop manhole as labeled. r) Need to core existing manhole for sanitary sewer connection. s) Need to flare alI driveway connections. t) Need to show radius for all returns. u) Preliminary Plat Lots 9 - 23 -Lake area needs to be labeled drainage/conservation area. Lot 36 is not labeled. Easements must be labeled to indicate they are centered on property lines. Tract "A" needs. to also be identified as a private storm drainage easement.. For final plat -need letter from Post Office accepting all street names. ~) Pl 'n a) our site data needs to state both what is required and what is proposed (See plan sheets 6 and 7). b) ~ Additional' copies of the December 2001 Special Purpose Survey need to be submitted ,~ •(provide at least one sealed copy). 4These copies were due on 12-26-03 c) Additional copies of the`T2=12-01 survey were not submitted'with materials on_"12-26-03:~ d) Re-label the rear setback distance. shown for "Lot 26". This is a corner lot and has no rear setback. e) Some lines on the. subdivision plan need to be identified and labeled. There is a wetland jurisdictional line labeled within existing wetland (see plan sheet 5). This area of the plan appears to conflict with what is shown on the survey dated 12-12-01. Please clarify and clearly label with a dimensional arrow. f) Provide adequate. detailed responses. to the. written submittal requirements on the application form.. Please elaborate on what you have written, stating reasons. You may attach additional sheets for your responses. g) Provide adequate detailed responses to the Residential Infill Project Criteria on the application form. Please elaborate on what you have written, stating reasons. You may attach additional sheets for your responses. h) The application form is missing Page 6 of 6. This page needs to be attached, even if submitted as part of another document to the City. Provide a plan revision date (date last revised) on the color rendering type plan. 6) Solid Waste: a) Black barrel and recycling required.. Provide. stowage area in design. Land Resources• a) Show the canopy's of all of the trees to be preserved on the Water & Sewer Plan. b) Revise all utilities to avoid the. canopy lines. of all trees to be preserved. c) All non-exotic trees within the wetland buffer should be preserved. d) Show all trees on the Hardscape Plan. e) All of the above required prior to D.O.. 8) Fire: a) Provide approve FDOT fire lane signage throughout the subdivision roadway that will be maintained by the association an included in the association docs. this information need to be included as a note on the dwg to acknowledge. this requirement before D.O. This condition has been met as per resubmitted dwgs 1/8/04 b) Provide emergency vehicle access at both gates via Knox key system approved by Clearwater Fire Department. This information need to be included as a note on the dwg to acknowledge this requirement before D.O. This condition has been met as per resubmitted dwgs 1/8/04 9) Environmental: a) Submit sediment and erosion control plan. Development Review Committee Action Agenda -Thursday, January 29, 2004 -Page 41 I~~ b) How wierial be removed from flood plan mitigation without impacting the buffer zone alo ake Chautauqua? c) Provide documentation for the relocation of the endangered species found on-site prior to any site construction/destruction, land clearing and grubbing or building permit (refer to AES Report). 10) Community Response: 11) Landscanin~• a) The property owner shall, within 30 days, plant a hedge or other solid landscape buffer on the outside of the wall parallel to the Chataqua street right of way. b) The buffer shall consist of shrubs at least 18 inches in height at the time of planting. The plan submitted shows a continuous row of trees on the interior side of the wall, all of which are live oaks.. Although this makes for a grande street view having this many trees of the same. species can leave them seceptable to diseases and pests. There are several other trees which are suitable and may be used in an alternating pattern (ie Magnolia, Satin Leaf, etc). Also,. understory trees can be planted on the outside of the wall, Ligustrum or similar. E:\Planning Department\C D B\Agendas DRC & CDB\DRC\2004Uanuary 29, 04\DRC Action Agenda 1-29-2004.doc Development Review Committee Action Agenda -Thursday, January 29, 2004 -Page 42 ~ • Reynolds, Mike From: Reynolds, Mike Sent: Friday, June 03, 2005 8:45 AM To: Peterson, Calvin Subject: RE: Setbacks for Lake Chautauqua Cal, The design needs to follow what was approved as an FLS project, by Development Order dated May 3, 2004. Michael H. Reynolds, AICP Planner III Planning Department City of Clearwater Tel. # 727-562-4836 E-mail: mike.reynolds@myclearwater.com -----Original Message----- From: Peterson, Calvin Sent: Friday, June 03, 2005 7:56 AM To: Reynolds, Mike Subject: Setbacks for Lake Chautauqua Morning Mike, I got a call (voice mail) from a Sean asking what the setbacks would be for a pool for Lake Chautauqua. Would I be correct on giving him setbacks of: Front - 30' Side - 7.5' and Rear 15'? Thanks Cal Peterson Development Review Tech II 727-562-4567 Ext 2573 ~~~ • Page 1 of 2 Reynolds, Mike From: Clayton, Gina Sent: Thursday, June 10, 2004 8:19 AM To: Reynolds, Mike Subject: FW: CHAUTAUQUA Can you please tell me about the fence Mr.. Sutton is referencing. Also -did you respond to him? If not, I'm going to prepare one last response to his concerns. Thanks. -----Original Message----- From: DON SUTTON [mailto:DOSU1155@tampabay.rr.com] Sent: Wednesday, June 02, 2004 7:42 PM To: Clayton, Gina Subject: Fw: CHAUTAUQUA FYI. ----- Original Message ----- From: Bob.Hall C~ myClearwater.com To: Dosu1155@tampabay.rr.com Cc: NMillerCdlclearwater-fl.com ; Kevin.GarriottC~myClearwater.com Sent: Wednesday, June 02, 2004 2:10 PM Subject: FW: CHAUTAUQUA Mr. Sutton, The Community Response Team does not enforce on noise. This code is enforced by the Police Department am forwarding this to the sector that covers your area. -----Original Message----- From: Clayton, Gina Sent: Wednesday, June 02, 2004 8:24 AM To: 'DON SUTTON'; Reynolds, Mike; Hall, Bob Cc: Cynthia Meinck; Barbara Sheen-Todd; Susan Latvala; McLaughlin, Brian Subject: RE: CHAUTAUQUA Mr. Sutton, I'm forwarding your complaints to Bob Hall and Kevin Garriott of the Development Services Department. I'm also sending this a-mail to confirm with the Police Department that this property is located within the City of Clearwater's jurisdiction. -----Original Message----- From: DON SUTTON [mailto:DOSU1155@tampabay.rr.com] Sent: Tuesday, June 01, 2004 10:34 PM To: Reynolds, Mike Cc: Cynthia Meinck; Barbara Sheen-Todd; Clayton, Gina; Susan Latvala Subject: CHAUTAUQUA Mike, It is 10 PM, there are dump trucks on the Chautauqua property behind Dimmitt Chevrolet backing up and that (beep, beep, beep) as they are backing up is driving us all crazy. When they are not backing up, they are dumping something with a bang, bang, bang to make sure that their truck bed is empty! I called the Clearwater Police, -but they are not aware that land has been annexed into the City. You may want to drive out and see what a total disaster is happening out here. They did leave about three trees out of 23 acres! PLEASE STOP THIS NOISE AT THIS TIME OF NIGHT! There is a City ordinance about noise this late, please have someone tell ROTTLUND HOMES they can not be out here after 7:30 PM with these huge trucks making all this noise. Also tell them to put the fence up at the end of First Avenue East. Every Tom, Dick and Harry is driving through here now including migrant workers that were parked all over my neighbors yard this morning at 7:30!!!!! 6/10/2004 ' ~ ~ ~`r. Page 2 of 2 • • Please help us as we are not putting up with this kind of disrespect! I will have my lawyer serve papers to whomever is in charge of this if it does not stop immediately! No threat, just a promise! We have been extremely patient so far with this destruction. All vehicles should be accessing the property via Chautauqua Avenue and First Avenue East should be blocked from any further construction traffic now! These little roads can not hold the weight of these huge trucks. I really hate to have to complain, but it's late and I can't sleep because of all this noise. Could someone that I have copied on this email please help me? Thanks, Don Sutton President/CEO Sutton Systems, Inc. Office - 727-723-7781 Cell - 727-421-7051 Fax-727-723-7781 Email - Dosu1155@tampabay.rr.com 6/10/2004 • • Reynolds, Mike From: Sean Cashen [scashenC~3gulfcoastconsultinginc.com] Sent: Monday, May 03, 2004 3:36 PM To: Reynolds, Mike Subject: Lake Chautauqua Page 1 of 1 Importance: High Mike, the latest Landscape Plan has a revision date of 2/12/04. The latest Hardscape Plan has~~g~~; 'ision (~~ ate (on sheet 2) of 2/12/04!~The latest Tree Preser~a on ~an has the revision date of 3/24/(~4~iThe `--~ revised ent wall was submitted to the Cit on 11/20/03. The revised site lan colored renderin was rY Y P g sent to the City on 11/20/03. Sean P. Cashen, P.E. Gulf Coast Consulting, Inc. 13630 58th Street North Suite 110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727} 524-6090 Mobile: (727) 432-0365 Email: scashenC~gulfcoastconsultinginc.com At Gulf Coast Consulting, Inc., our principal belief is that "Quality is never an accident; it is always the result of high intention, sincere effort, intelligent direction and skillful execution; it represents the wise choice of many alternatives" --Author Unknown "It is not the critic who counts: not the man who points out how the strong man stumbles or where the doer of deeds could have done better. The credit belongs to the man who is actually in the arena, whose face is marred by dust and sweat and blood, who strives valiantly, who errs and comes up short again and again, because there is no effort without error or shortcoming, but who knows the great enthusiasms, the great devotions, who spends himself for a worthy cause; who, at the best, knows, in the end, the triumph of high achievement, and who, at the worst, if he fails, at least he fails while daring greatly, so that his place shall never be with those cold and timid souls who knew neither victory nor defeat. " --Theodore Roosevelt "A pessimist sees the difficulty in every opportunity; an optimist sees the opportunity in every difficulty." - Sir Winston Churchill (1874-1965) 5/3/2004 ~` ~ Page 1 of 2 R Reynolds, Mike From: Reynolds, Mike Sent: Friday, April 30, 2004 10:31 AM To: 'Sean Cashen' Cc: Fierce, Lisa; Gerlock, Chip Subject: FLS2003-10054/PLT2003-00013; 2301 Chautauqua Avenue; Lake Chautauqua Subdivision - 46 lots To: Sean Cashen Sean, A draft Development Order will be delivered to Chip Gerlock from me Monday morning, May 3, 2004. I am organizing a final application plan set for the file and as back-up for the Development Order. If anything additional is needed, be it information or documentation, I will contact you immediately. Mike Reynolds, AICP Senior Planner City of Clearwater Planning Department Tel. # 727-562-4836 mike.reynolds @ MyClearwater.com -----Original Message----- From: Sean Cashen [mailto:scashen@gulfcoastconsultinginc.com] Sent: Friday, April 30, 2004 9:21 AM To: Reynolds, Mike Subject: LAKE CHAUTAUQUA Importance: High MIKE, WHAT IS THE STATUS OF THE D.O. ?THANKS Sean P. Cashen, P.E. Gulf Coast Consulting, Inc. 13630 58th Street North Suite 110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: {?27) 524-6090 Mobile: (727) 432-0365 Email: scashen@gulfcoastconsultinginc.com At Gulf Coast Consulti~, Inc., our principal belief is that "Quality is never an accident; it is always the result of high intention, sincere effort, intelligent direction and skillful execution; it represents the wise choice of many alternatives" --Author Unknown "It is not the critic who counts: not the man who points ouf how the strong man stumbles or where the doer of deeds could have done better. The credit belongs to the man who is actually in the arena, whose face is marred by dust and sweat and blood, who strives valiantly, who errs and comes up short again and again, because there is no effort without error or shortcoming, but who knows the great 4/30/2004 r ~ _~~ ~~ Page 2 of 2 enthusiasms, the great devotions, who spends himself for a worthy cause; who, at the best, knows, in the end, the triumph of high achievement, and who, at the worst, if he fails, at least he fails while daring greatly, so that his place shall never be with those cold and timid souls who knew neither victory nor defeat. " -- Theodore Roosevelt "A pessimist sees the difficulty in every opportunity; an optimist sees the opportunity in every difficulty." - Sir Winston Churchill (1874-1965) 4/30/2004 _,. ~;, ,. Reynolds, Mike r -- From: DON SUTTON [DOSU1155@tampabay.rr.comj Sent: Sunday, April 25, 2004 1:30 AM To: Reynolds, Mike Subject: Re: Lake Chautauqua Development! Hi Mike, I hope all is well with you. Mike, 1 am checking on the status of the Lake Chautauqua development. Please tell me if the final site plan has been accepted and if it is as you showed me with the only access to the development via Chautauqua Avenue. Also I would like to know if you can tell me why they are installing power poles on 3rd ave north and 1st street east without telling any of the residents. I look forward to you quick response as I just returned from Hong Kong tonight to find a huge telephone pole laying across my yard! Thank you, Don Sutton President/CEO Sutton Systems, Inc. Office - 727-723-7781 Cell - 727-421-7051 Fax - 727-723-7781 Email - Dosu1155C~?tampabay.rr.com • ~ Clearwater ~._,...,.r._, FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2na Floor CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: ~..~t~-mac. ~C~i.LC••- FAX: J"Z ~~-/ C d ~ D FROM• ~~ y~ ~`1 Phone• cl`b ~ _ ~`'~ ~ ~ DATE: ~" ~ _ ~ ~ SUBJECT: ~~.SJ' 2v v ~ - lC~ b ~~ /~l~T ~ vo.~ -- Od 0 `.3 G.CIa ~ GPdd-c.~ 71~1ct ~5c.~.~ MESSAGE: NUMBER OF PAGES(INCLUDING THIS PAGE) ~'~ ' ~ Page 1 of 2 r ~ - Reynolds, Mike From: Reynolds, Mike Sent: Friday, April 16, 2004 2:40 PM To: 'Sean Cashen' Cc: Gerlock, Chip; Watkins, Sherry Subject: FLS2003-10054/PLT2003-00013; 2301 Chautauqua Avenue; Lake Chautauqua Subdivision To: Sean P. Cashen PE Gulf Coast Consulting Inc. Sean, Your submittal of plan revisions, received last week, is being scheduled for a staff review discussion. This staff review is likely to occur in approximately a week. I will contact you after the meeting with a status. If you have any questions meanwhile, please contact me. Mike Reynolds, AICP Senior Planner City of Clearwater Planning Department Tel. # 727-562-4836 mike.reynolds @ MyClearwater.com -----Original Message----- From: Sean Cashen [mailto:scashen@gulfcoastconsultinginc.com] Sent: Friday, April 16, 2004 10:59 AM To: Reynolds, Mike Subject: Lake cHAUTAUQUA Mike, What is the Status of Lake Chautauqua? Thanks Sean P. Cashen, P.E. Gulf Coast Consulting, Inc. 13630 58th Street North Suite 110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 Mobile: (727) 432-0365 Email: scashen@gulfcoastconsultinginc.com At Gulf Coast Consulting, Inc., our principal belief is that "Quality is never an accident; it is always the result of high intention, sincere effort, intelligent direction and skillful execution; it represents the wise choice of many alternatives" --Author Unknown "lt is not the critic who counts: not the man who points out how the strong man stumbles or where the doer of deeds could have done better. The credit belongs to 4/16/2004 .:* ;,, r i 3' A ~ • Page 2 of 2 the man who is actually in the arena, whose face is marred by dust and sweat and blood, who strives valiantly, who errs and comes up short again and again, because there is no effort withouf error or shortcoming, but who knows the great enthusiasms, the great devotions, who spends himself for a worthy cause; who, at the best, knows, in the end, the triumph of high achievement, and who, at the worst, if he fails, at least he fails while daring greatly, so that his place shall never be with those cold and timid souls who knew neither victory nor defeat. " -- Theodore Roosevelt "A pessimist sees the difficulty in every opportunity; an optimist sees the opportunity in every difficulty." - Sir Winston Churchill (1874-1965) 4/16/2004 -_ .,~ LL-- LAND L ?1EtV; CONSUL i rNG ICOT Center 13630 58th Street N., Suite 110 Clearwater, PL 33760 Phone: (727) 524-1818 Fa~c: (727) 524-6090 t p Cell Phone: (727) 432-0365 1 Email: scashen@gultcoastconsuhinginc.com i s f Gulf Coast Consulting, Inc. Sean P. Cashen, P.E. Principol Gulf Coast Cuing, Inc. Land Development Consulting ICOT Center 13630 58th Street N., Suite 110 Clearwater, FL 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 April 2, 2004 Mr. Chip Gerlock, Development Review Manager City of Clearwater Planning Department w 100 S. Myrtle Avenue, 2"d Floor Clearwater, FI 33756 Re: Lake Chautauqua Subdivision Level One Flexible Standard Development Application Case No. FLS2003-10054 Dear Mr. Gerlock: Confirming my recent telephone conversations with Scott Rice and Rick Albee regarding the above-referenced project, enclosed are Six (6) sets of the Revised Construction Plans and Six (6) 8-1 /2 inch x 11 inch reductions. All trees proposed to be saved are now shown on our revised construction plans and are consistent with the Tree Preservation Plans. Please call me if you have any questions or need any additional information to facilitate your review and approval of these Construction Plans. Sincerely, Principal Cc Mike Willenbacher, Rottlund Homes of Florida Inc. (w/enct-submittal set) AI Kesler, Kesler Design and Consulting, Inc. (w/encl-submittal set) Scott Rice, City of Clearwater Rick Albee, City of Clearwater Mike Reynolds, City of Clearwater . ; File 03-001 Gulf Coast C~ultin ,Inc. g Laud Development Consulting ICOT Center 13630 58th Street N., Suite 110 Clearwater, FL 33760 Phone: (727) 524-1818 Fax: (727)524-6090 March 23, 2004 Mr. Chip Gerlock, Development Review Manager City of Clearwater Planning Department 100 S. Myrtle Avenue, 2"d Floor Clearwater, FI 33756 - • NEAR 2 6 2004 iD~4~E!(3Pt,~E~,~r ;.-r<uiGf~~ CEPT I €.'tiX(~f .#Fe1~v+&FkEl Re: Lake Chautauqua Subdivision Level One Flexible Standard Development Application Case No. FLS2003-10054 Dear Mr. Gerlock: Confirming the recent comments as emailed to me by Mike Reynolds on March 11, 2004, each of the following comments will be addressed below: Building setback ties are shown on all lots with proposed easements as shown on revised sheet 7. 2. The sanitary laterals for lots 25 and 38 have been relocated outside of existing tree driplines as shown on revised sheets 10 and 11. The Water service. for lot 31 has been relocated outside of an existing tree dripline as shown on revised sheet 10. The water service for lot 34 was specifically located between two large trees as shown to minimize any potential disturbance to the tree root systems. We cannot relocate this water service to the south side of the lot due to conflicts with the stormsewer, curb inlet and the proposed driveway. We have added a note stating the trees are to be root pruned prior to the water service installation to the building as shown on revised sheet 11. Also, the sanitary main from Manhole 8 to Manhole 9 has been relocated to avoid the existing 15" pine tree as shown on revised sheet 10. The Landscape and Tree preservation Plans have been revised and are now consistent with the Construction plan sheets as shown. Tree # 53 as well as trees to the rear of lots 45 and 46 are now shown to be saved on both the Landscape Plans and the applicable construction plan sheets. -- ... March 23, 2004 'Page 2-of t Also enclosed is a copy of the Upland Habitat /Protected Species Survey for this site as prepared by Dr. Marty Armstrong of Armstrong Environmental Services. Please note that no active Gopher Tortoise burrows were observed onsite and therefore, no permitting for removal or relocation of any protected or special concern species is required through the Florida Fish & Wildlife Commission. Enclosed please find: 1. Six (6) sets of the Revised Construction Plans. (6 sets and 6-- 8-1/2 inch x 11 inch reductions) 2. Six (6) sets of the Revised Tree Preservation Plan (6 sets and 6-- 8- 1/2 inch by 11 inch reductions) 3. One copy of the Upland Habitat /Protected Species Survey as prepared by Armstrong Environmental Services Please call me if you have any questions or need any additional information to facilitate your review and approval of these Construction Plans. Sincerely, Sear~P"Cashen, P.E. Principal Cc Mike Willenbacher, Rottlund Homes of Florida Inc. (w/encl-submittal set) AI Kesler, Kesler Design and Consulting, Inc. (w/encl-submittal. set) Terry Finch, City of Clearwater Scott Rice, City of Clearwater Rick Albee, City of Clearwater Mike Reynolds, City of Clearwater File 03-001 ~-~ ~ w • • `~ Reynolds, Mike From: Sean Cashen [scashenC~3gulfcoastconsultinginc.com] (~~ Sent: Tuesday, March 16, 2004 12:01 PM ~ w - , ,,,( ~l~ To: Reynolds, Mike ~j Subject: RE: FLS2OO3-1O054/PLT2OO3-00013; 2301 Chautauqua Avenue; Lake Chautauqua Subdivision - 46 lots Importance: High Thanks--Mike, did you find out what the process in the City? How many are allowed and is there site plan submittal or can we detail the model parking area on the Construction Plans? Thanks Sean P. Cashen, P.E. Gulf Coast Consulting, Inc. 13630 58th Street North Suite 110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 Mobile: (727) 432-0365 Email: scashen@gulfcoastconsultinginc.com is for Model Center Lots a separate model center center and temporary At Gulf Coast Consulting, Inc., our principal belief is that "Quality is never an accident; it is always the result of high intention, sincere effort, intelligent direction and skillful execution; it represents the wise choice of many alternatives" --Author Unknown "It is not the critic who counts: not the man who points out how the strong man stumbles or where the doer of deeds could have done better. The credit belongs to the man who is actually in the arena, whose face is marred by dust and sweat and blood, who strives valiantly, who errs and comes up short again and again, because there is no effort without error or shortcoming, but who knows the great enthusiasms, the great devotions, who spends himself for a worthy cause; who, at the best, knows, in the end, the triumph of high achievement, and who, at the worst, if he fails, at least he fails while daring greatly, so that his place shall never be with those cold and timid souls who knew neither victory nor defeat." --Theodore Roosevelt -----Original Message----- From: Mike.Reynolds@myClearwater.com [mailto:Mike.Reynolds@myClearwater.com] Sent: Thursday, March 11, 2004 4:24 PM To: Sean Cashen; Robert Pergolizzi Cc: Chip.Gerlock@myClearwater.com; Scott.Rice@myClearwater.com; Rick.Albee@myClearwater.com Subject: FLS2003-10054/PLT2003-00013; 2301 Chautauqua Avenue; Lake Chautauqua Subdivision - 46 lots To: Sean P. Cashen, P.E. Robert Pergolizzi, AICP Gulf Coast Consulting, Inc. Mr. Cashen and Mr. Pergolizzi, I am providing this e-mail to you as a follow-up to the January 29, 2004 Development Review Committee (DRC) Meeting and your post DRC resubmittal (received February 18, 2004). .~ _ , ~, s • Comments . The following items need to be addressed prior to issuance of a Development Order for the above stated case. 1. On building layout sheet 7 of 17, need to show ties from any structure to all property lines where side yard easements are shown. 2/19/04 - NOT MET - NEED TO SHOW DIMENSION FROM PROPERTY LINE TO STRUCTURE ON LOTS WITH SIDE YARD EASEMENTS. 2. Additional utilities still need to be relocated. Sanitary laterals at lots 25 and 38 also water taps at lots 31 and 34. Verify all other locations to insure canopy avoidance. Also, relocate sanitary line from MH #8 to avoid 15" Pine tree, relocate MH #9 to the south to accomplish this. 3. The Tree Preservation Plan is inconsistent with the Civil drawings. Trees shown to be preserved on the civil plans are shown to be removed on the tree plan, ie: tree # 53, trees at the rear of lots 45 and 46. Revise tree plan, replacement chart and hardscape plan. Prior to any demolition or building permit: 1. Provide documentation for the relocation of the endangered species found on site-required prior to any site construction/destruction-land clearing grubbing and/or building permit (refer to AES report). Please contact me with any questions. Thank you. Mike Reynolds, AICP Senior Planner City of Clearwater Planning Department Tel. # 727-562-4836 mike.reynolds@MyClearwater.com 2 • • Reynolds, Mike From: Reynolds, Mike Sent: Thursday, March 11, 2004 4:24 PM To: 'scashen C~3gulfcoastconsultinginc.com'; Cc: Gerlock, Chip; Rice, Scott; Albee, Rick Subject: FLS2003-10054/PLT2003-00013; 2301 46 lots 'pergo C~ gulfcoastconsultinginc.com' Chautauqua Avenue; Lake Chautauqua Subdivision - To: Sean P. Cashen, P.E. Robert Pergolizzi, AICP Gulf Coast Consulting, Inc. Mr. Cashen and Mr. Pergolizzi, I am providing this a-mail to you as a follow-up to the January 29, 2004 Development Review Committee (DRC) Meeting and your post DRC resubmittal (received February 18, 2004). Comments. The following items need to be addressed prior to issuance of a Development Order for the above stated case. 1. On building layout sheet 7 of 17, need to show ties from any. structure to all property lines where side yard easements are shown. 2/19/04 -NOT MET - NEED TO SHOW DIMENSION FROM PROPERTY LINE TO STRUCTURE ON LOTS WITH SIDE YARD EASEMENTS. 2. Additional utilities still need to be relocated. Sanitary laterals at lots 25 and 38 also water taps at lots 31 and 34. Verify all other locations to insure canopy avoidance. Also, relocate sanitary line from MH #8 to avoid 15" Pine tree, relocate MH #9 to the south to accomplish this. 3. The Tree Preservation Plan is inconsistent with the Civil drawings. Trees shown to be preserved on the civil plans are shown to be removed on the tree plan, ie: tree # 53, trees at the rear of lots 45 and 46. Revise tree plan, replacement chart and hardscape plan. Prior to any demolition or building permit: 1. Provide documentation for the relocation of the endangered species found on site-required prior to any site construction/destruction-land clearing grubbing and/or building permit (refer to AES report). Please contact me with any questions. Thank you. Mike Reynolds, AICP Senior Planner City of Clearwater Planning Department Tel. # 727-562-4836 mike.reynolds @ MyClearwater.com • • Reynolds, Mike From: Reynolds, Mike Sent: Thursday, February 19, 2004 12:01 PM To: Richter, Debbie Subject: RE: FLS2003-10054/PLT2003-00013; 2301 Chautauqua Avenue; Lake Chautauqua Subdivision Debbie, Thank you. Mike -----Original Message----- From: Richter, Debbie Sent: Thursday, February 19, 2004 11:56 AM To: Reynolds, Mike Subject: RE: FLS2003-10054/PLT2003-00013; 2301 Chautauqua Avenue; Lake Chautauqua Subdivision No change to comments. Sean Cashen has been very good about providing the documentation info needed and we've already completed the calculation. The Open Space/Recreation impact fee totals $b3,649, payable prior to issuance of building permit or final plat, whichever occurs first. Sean is aware of this already. -----Original Message----- From: Reynolds, Mike Sent: Thursday, February 19, 2004 11:27 AM To: Bahnick, Glen; Barker, Brian A.; Bertels, Paul; Carrier, AI; Elbo, Bennett; Finch, Terry; Glenn, Tom; Gray, Joel; Hufford, Diane; Joe Colbert; Maran, Robert (Bob); Martens, Cory; Melone, Donald; Morris, William; Planning; Rice, Scott; Richter, Debbie; Roberts, Jon; Shoberg, Elliot E.; Yellin, Catherine Cc: Planning; Colbert, Joseph; Haines, Angel Subject: FLS2003-10054/PLT2003-00013; 2301 Chautauqua Avenue; Lake Chautauqua Subdivision DRC members: This case was before the DRC on January 29, 2004. A post DRC application/plan submittal was received on February 17. The resubmittal is being routed this morning for your review and any comments that you may have. Comments need to be back to me (enter in Permit Plan and a-mail me that you have done this) no later than end of day on Friday February 27, 2004. This case may or may not be scheduled on the April 1, 2004 DRC depending on the outcome of the resubmittal review. Thank you. Mike Reynolds, AICP Senior Planner City of Clearwater Planning Department Tel. # 727-562-4836 m ike.reynolds C~ MyClearwater.com Gulf Coast C ~ul ' ,Inc. ,/ • Laud Development. Consulting ICOT Center 13630 58th Street N., Suite 110 Clearwater, FL 33760 Phone: (727)524-1818 Fax: (727) 524-6090 February 13, 2004 Mr. Chip Gerlock, Development Review Manager City of Clearwater Planning Department 100 S. Myrtle Avenue, 2"d Floor Clearwater, FI 33756 ~._~ f' 1 1~ u~ Ftft~Iv',; , C! 1 Re: Lake Chautauqua Subdivision Level One Flexible Standard Development Application Case No. FLS2003-10054 Dear Mr. Gerlock: ORIGINAL SR, i ~ I_~ ~~I l.? ~ , FE61 ~ 2004 4• DEV~!_Q~'~~:EtdT SVC~ OF CG.EAF?u',~~li FR Confirming my recent DRC Meeting on January 29, 2004, each of the following comments will be addressed below: 1) PARKS and RECREATION a) Acknowledged. We have been coordinating the Open Space and Recreation Impact fees with Ms. Deb Richter (See attached letter). STORMWATER a) Proposed elevations are provided throughout the project as shown on the Paving, Grading & Drainage sheets 8 and 9. As detailed on these sheets, the elevations of all proposed drainage structures including Invert elevations; lot grading spot elevations; and proposed swale elevations have been provided. The swale elevations to the north at the rear of lots 24 and 25 have been detailed as shown on sheet 8 and the depth of this swale is referenced per the detail on sheet 15. b) Plans have been signed and sealed. c) Any reference to the City of Clearwater has been removed from the stormsewer structures as detailed on the Storm Sewer Manhole cover on revised sheet 13. d) As agreed to at a meeting with Ms. Terry Finch on January 6, 2004, the rearyard treatment swaie to the rear of lots 9 through 23 has been eliminated and the Toe of slope /limit of fill line to the rear of these lots has been adjusted to increase the wetland buffer area as shown on revised sheets 8 and 9. As also agreed to by SWFWMD, this ~~ ~~~/ t • February 13, 2004 Page 2 of 6 treatment swale has been replaced by the additional buffer provided. As detailed in the Upland Vegetative Buffer Calculations (See attached) as provided to SWFWMD, the overall wetland buffer, including the average undisturbed wetland buffer of 30.8 feet and the adjacent Floodplain Mitigation Area (proposed to be vegetated and planted) is equal to an average vegetative buffer of just under 50 feet (49.93 feet). This average buffer width significantly exceeds the SWFWMD required buffer needed to provide an alternate means of water quality treatment. 3) TRAFFIC ENGINEERING a) As discussed with Bennett Elbo, the gate location for the south entrance is satisfactory as shown. The gates are proposed at 50-feet from the existing edge of pavement of Chautauqua Avenue. This. gated south entrance will be operated by remote control only (No Control /Call Box) and will not be the main entrance. The main entrance to the development is at the north entrance. As discussed, this location of the gates should not cause any significant conflict with pedestrians using the frontage sidewalks. b) Acknowledged. c) Acknowledged. 4) GENERAL ENGINEERING a) The existing dirt driveway encroaching into the south property boundary was providing access to an existing residence located to the south of this site. The homeowner was notified of this encroachment and has since relocated this driveway to the south and outside of the Lake Chautauqua site. b) Existing Septic Tanks will be abandoned and removed in accordance with FDEP and Pinellas County regulations. c) As discussed with Mr. Mike Quillen, City Engineer, the 28' wide roadway is verbally approved. See attached letter to Mike Quillen dated February 11, 2004. d) The Easement and Right-of-Way Vacation package has been submitted to the City of Clearwater for review. Please not that e) Acknowledged. f) Property ties to structures for buildings along the perimeter of the site are as shown on the revised sheet 7. Please note that proposed buildings with side yard easements are either located coincident with the easement or outside of the easements as shown on sheet 7. There are no proposed buildings located within the proposed easements. • • February 13, 2004 Page 3 of 6 g) Acknowledged. All utilities are proposed to be buried underground. h) The proposed sidewalks are not shown crossing driveways.. i) The length and type of sanitary pipe is detailed on Utility Plan sheets 10 and 11. -The sanitary service wye locations have also been stationed as shown on these revised sheets. The Sanitary Manhole detail is shown on sheet 16. j) Water meters have been shown for each lot as previously shown on sheets 10 and 11. k) The length of pipe for the water mains has been detailed as shown on revised sheets 10 and 11. I) Sanitary and Storm Manhole covers do not have "Clearwater" labeled on them as shown per the revised details on sheets 13 and 16. m) The typical street section with dimensions is detailed per the Typical Street Section detail on sheet 12. The roadway dimensions are detailed on sheet 5. n) The existing 2" gas main along Chautauqua Avenue is shown on plan sheets 8 through 11. o) The existing 8" Raw Water Main along Chautauqua Avenue is shown on plan sheets 8 through 11. p) The Dog House -Manhole Detail with Drop Connection for Sanitary Manhole No. 9 is shown on sheet 16. q) The Dog House Manhole Detail is also a Drop Connection detail since this manhole requires a drop connection and is designed as a Drop Doghouse manhole as shown on sheet 16. r) A note stating the existing manhole is to be core-bored for proposed sanitary main connection is shown on revised sheet 11. s) All driveway connections are shown as flared as shown on sheets 7, 8 and 9. t) The radii for all returns is as shown on the Horizontal Control sheet 6. u) Preliminary Plat Comments: The Surface Water Wetland area and 15' buffer as well as the Lake Chautauqua area between the limits of the undisturbed wetland buffer to the existing Jurisdictional Line is labeled as a Drainage & Conservation Area as shown on revised sheets 5 through 9. Lot 36 is labeled as shown on revised sheet 5.The easements are relabeled to reflect they are centered on the property lines as shown on revised sheet 5. The street names have been approved by the Post Office (See attached letter). u February 13, 2004 Page4of6 PLANNING • a) The Site Data Table details the required setbacks in addition to the proposed setbacks as shown on the revised table on sheet 7. b) One Original signed and sealed and thirteen (13) copies of the Special Purpose Wetland Survey are enclosed. c) One Original signed and sealed and thirteen (13) copies of the Special Purpose Wetland Survey as previously submitted are enclosed. d) Lot 26 has no reference to a rear setback as per the table on sheet 7. f/e) There is an upland non-jurisdictional area within the Surface Water wetland area which is why a jurisdictional line is referenced within this wetland area. This upland area is also shown on the Special Purpose Wetland Survey. fl Additional detailed responses to the written submittal requirements have been provided as part of the revised Flexible Standard Development Application enclosed. g) Additional detailed responses to the Residential Infill Project Criteria have been provided as part of the revised Flexible Standard Development Application enclosed. h) As previously discussed and agreed, attached is a copy of the signed and notarized Affidavit to Authorize Agent form previously submitted and on file at the City of Clearwater. i) Enclosed is an updated Colored Rendering with a revision date. SOLID WASTE a) Acknowledged. LAND RESOURCES a) The canopies of the trees proposed to remain are shown on the revised sheets 10 and 11. The proposed water and sewer facilities are located outside of these canopy delineations. b) Utilities are shown outside of the canopy lines of the trees proposed to remain as shown on sheets 10 and 11. c) The existing trees within the buffer areas are shown to remain as shown on revised sheets 8 and 9. d) All trees are shown on the revised Hardscape Plans. February 13, 2004 Page 5 of 6 e) Acknowledged. FIRE a) Acknowledged. b) Acknowledged. ENVIRONMENTAL a) A separate Sediment 8~ Erosion Control Plan has been added as sheet 3A to the Plan set. b) There is a 20' wide temporary haul route located at each of the three Floodplain Mitigation excavation areas as shown on sheet 3A. These haul routes will provide the temporary means to haul away the floodplain excavation material. As noted on this plan sheet, these temporary haul route areas are to be regarded and planted per the Floodplain Mitigation planting criteria after hauling activities have ceased. c) There are no endangered species that have been located onsite although there is evidence that gopher tortoises, a species of special concern, occupy portions of the site. A complete Wildlife survey is currently underway to determine the extenf of any protected species onsite. A permit will be submitted to the Florida Fish & Wildlife Commission for the gopher tortoises soon after this survey has been completed. COMMUNITY RESPONSE LANDSCAPING a) A hedge or other approved solid landscape buffer will be planted within 30 days after wall construction outside of the wall on Chautauqua Avenue. b) Acknowledged. ~ • y ~ ~ February 13, 2004 Page 6 of 6 Enclosed please find: 1. Revised Flexible Standard Development Application (13 copies) 2. Revised Site Plans (13 sets and 13-- 8-1/2 inch x 11 inch reductions) 3. Revised Landscape Plan (13 copies and 13-- 8-1/2 inch by 11 inch reductions) 4. Revised Tree Preservation Plan (13 copies and 13-- 8-1/2 inch by l linch reductions) 5. Three (3) copies of the Vegetative Upland Buffer calculations. 6. One Signed and Sealed Original and Thirteen (13) copies of Special Purpose Wetland Survey. 7. Thirteen (13) sets of the Revised Hardscape Plans. Please call me if you have any questions or need any additional information to facilitate your review and approval of these Construction Plans. -- - ---~- Principal Cc Mike Willenbacher, Rottlund Homes of Florida Inc. (w/encl-submittal set) AI Kesler, Kesler Design and Consulting, Inc. (w/encl-submittal set) Terry Finch, City of Clearwater Scott Rice, City of Clearwater Mike Reynolds, City of Clearwater File 03-001 t'~ • • Page 1 of 2 Reynolds, Mike From: Reynolds, Mike Sent: Thursday, February 12, 2004 8:24 AM To: Gerlock, Chip Subject: FW: Lake Chautauqua Development! Importance: High Chip, Mr. Sutton left a voice mail message for me late in the day. I returned his call first thingh this morning. He is very concerned with some apparent site work for the Lake Chautauqua residential project. I told Mr. Sutton that the project, and FLS, is still not approved. Nothing has come in since the January 29 DRC meeting. Mike -----Original Message----- From: DON SUTTON [mailto:DOSU1155@tampabay.rr.com] Sent: Wednesday, February 11, 2004 8:09 PM To: Reynolds, Mike Subject: Lake Chautauqua Development! Mike, I can't begin to relay to you the disappointment that we have about the Lake Chautauqua development already. The amount of oversized trucks on 3rd Ave N and 1st St E is unacceptable. Already they are making so much noise that you can't hear yourself think. The walls rattle every time they drive by and the windows vibrate. With every load of dirt that they bring in they are ruining our roads. I don't know how much more plainly I can say this; We do not want oversized trucks driving down our street. We want them to build a wall as high and thick as possible from Chautauqua to the lake and block off any and all entrance's and exits on to 1st St. E. We want them to create and use an entrance and exit on the east side of their property into this development and not our little side roads that are just barely twelve feet wide and that will surely crack under the strain of these oversized and over loaded trucks! I left a voice mail for you today and since you have not responded I thought maybe something in writing would help. I need you or someone higher up the ladder than you to stop these noisy oversized trucks from running up and down these little roads at high speeds and to make them create an entrance on the 2/12/2004 ar , ~ ~ ~ ~ Page 2 of 2 east side of their property to enter and to exit from. Please respond to me immediately, because if you can't stop this noise and disrespect of our neighborhood, I will find someone who can. Thanks, Don Sutton President/CEO Sutton Systems, Inc. Office - 727-723-7781 Cell - 727-421-7051 Fax - 727-723-7781 Email - Dosu1155@tampabay.rr.com 2/12/2004 ulf Coast Co ul ' Inc. G tu><g, Land Development Consulting ICOT Center 13630 58th Street N., Suite 110 Clearwater, FL 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 February 11, 2004 Mr. Mike Quillen, City Engineer City of Clearwater Public Works Administration 100 S. Myrtle Avenue, 2"d Floor Clearwater, Florida 33756 Re: Lake Chautauqua Subdivision Level One Flexible Standard Development Application Case No. FLS2003-10054 Dear Mr. Quillen: As a follow-up to my recent .telephone conversation with you, as agreed, we are proposing a 28' wide roadway section (24' paved. surface with 2' curb to either side) for Lake Chautauqua in lieu of the typical 30' wide roadway. We are proposing the 28' wide roadway because -this roadway will serve only this development with no future or proposed interconnections. The main roadway is a looped private road with two access corinections onto Chautauqua Avenue. This roadway is also proposed as a private roadway with gated entries. We have previously discussed this 28' wide roadway at the BPRC meeting with staff and with Duane Anderson of the Fire Marshall's Office. There have not been any objections to the width of this roadway by staff, emergency services or the Fire Department. Since there are approximately 5.5 acres of wetland /lake areas within this site, this reduced width of roadway has also been necessary to provide additional flexibility to accommodate this layout within the framework of these wetland areas and associated wetland buffers while reducing the total amount of impervious surface area for the site.. We appreciate your review and approval of this reduced roadway width for this development. We feel this roadway is appropriate for the nature of this development and is better suited to facilitate the preservation of the natural features and aesthetics of this development. Please call me if you have any questions or need any additional information. Sincerely Sean . Cashen, P.E. Principal Cc: Mike Willenbacher, Rottlund Homes of Florida Inc. Tim Feeks, Rottlund Homes of Florida Inc. AI Kesler, Kesler Design and Consulting, Inc. ;~`' • 4r~~i.~ R~nolCis"", Mike From: Mariano, Marc Sent: Thursday, January 29, 2004 1:16 PM To: Reynolds, Mike Subject: FW: Dimmitt Property Hey Mike, Here is what is going to happen with the vacation and annexation. The annexation of the First Street East right-of-way ran into some legal issues and will need to go back to CDB. The following is the schedule for the annexation and vacation of the portion of that First Street East right-of-way: Annexation • CDB -Tuesday 3/16!2004 • CC1 -Thursday 4/1/2004 • CC2 -Thursday 4/15/2004 City Commission approval for the vacation of this portion of the First Street East right-of-way will also be heard at the 4/15/2004 commission meeting. The vacation approval request will be on the same agenda as the final annexation approval, but will be heard after the annexation item. Marc -----Original Message----- From: Clayton, Gina Sent: Wednesday, January 28, 2004 11:19 AM To: Doherty, Steve; Mariano, Marc Cc: Dougall-Sides, Leslie Subject: RE: Dimmitt Property We will have the annexation with land use on the March CDB agenda and the April 1st and April 15th Commission agendas. -----Original Message----- From: Doherty, Steve Sent: Wednesday, January 28, 2004 11:08 AM To: Mariano, Marc Cc: Clayton, Gina; Dougall-Sides, Leslie Subject: RE: Dimmitt Property What is City Commission date I need to schedule vacation for? -----Original Message----- From: Clayton, Gina Sent: Wednesday, January 28, 2004 10:33 AM To: Dougall-Sides, Leslie Cc: Mariano, Marc; Doherty, Steve Subject: RE: Dimmitt Property Thanks -that's what (thought -just needed to confirm. -----Original Message----- From: Dougall-Sides, Leslie Sent: Wednesday, January 28, 2004 10:29 AM To: Clayton, Gina Cc: Mariano, Marc; Doherty, Steve Subject: RE: Dimmitt Property Sure if it can be written up in time by Engineering. The vacation ordinance, which is read once, would need to be on the agenda after the second reading of the annexation ordinance, because the City needs to have annexed it before it has the power to vacate. „~.-. -----Original Message---~ ~ From: Clayton, Gina :~ ` Sent: Tuesday, January 27, 2004 1:22 PM To: Dougall-Sides, Leslie Subject: RE: Dimmitt Property Marc may have already contact you about this but is it possible to process the vacation at the same time meetings where the annexation is being processed? -----Original Message----- From: Clayton, Gina Sent: Tuesday, January 27, 2004 1:10 PM To: Dougall-Sides, Leslie Subject: RE: Dimmitt Property Thanks Leslie - I will talk to Cyndi to see how she wants to proceed. -----Original Message----- From: Dougall-Sides, Leslie Sent: Tuesday, January 27, 2004 12:23 PM To: Clayton, Gina Subject: Dimmitt Property I spoke to Harry Cline who indicated that it could be a problem to hold closing until the Land Use Plan Amendment and Zoning ordinances are adopted. I indicated that I would be o.k. with a letter stating that no permits would be sought for building on the right of way area until the other 2 ordinances were adopted. He may be calling you regarding their desire to adopt just the annexation ordinance now, with the other 2 at some later point. Legally this would be defensible. 9 °n~''~ Reyr~~ds, Mike ~' From: DON SUTTON [DOSU1155C~tampabay.rr.com] Sent: Thursday, January 29, 2004 12:34 PM To: Reynolds, Mike Subject: Fw: Mike Reynolds' a-mail address ----- Original Message ----- From: "DON SUTTON" <DOSU1155@tampabay.rr.com> To: "Reynolds, Mike" <Mike.Reynolds@myClearwater.com> Sent: Wednesday, January 28, 2004 1:09 PM Subject: Re: Mike Reynolds' e-mail address > Heather, > Could you please pass this on to Mike? Somehow I misplaced his > card. > Please accept my thank you for taking the time out to show me the Chautauqua > site plan. > You all were very helpful and patient. > Mike, could you make sure that you mention the fact that the neighbors > would all like to reduce the noise factor as much as possible and ask the > developer to keep that in mind when they begin construction? We would like > a much thicker and higher wall at the north end of the property running from > Chautauqua Ave east to the lake. We would like this wall built first, > before any other construction starts, to keep over-sized trucks from making > their way down First Street East and Third Avenue North and not only > destroying the roads, but our piece of mind and sleep as well. We would also > like you to ask them to keep the street lighting of the development at a > minimum, maybe using the gas-type low wattage lights and to use the shorter > poles to illuminate key areas including the street. > While it pains us all to see one of the last pristine pieces of land in > Pinellas County go to construction and none of us look forward to the > concrete trucks at 6:30 am or the sawing or hammering that will go on for > more that a year, it appears that the developer is at least creating > something that Clearwater can be proud of on this property, however I don't > think all the wildlife will agree that lives there now. > Mike, again, thank you and everyone you invited to our meeting. Heather, > keep fighting for our environment! > Thanks, > Don Sutton > President/CEO > Sutton Systems, Inc. > Office - 727-723-7781 > Cell - 727-421-7051 > Fax - 727-723-7781 > Email - Dosu1155@tampabay.rr.com > ----- Original Message ----- > From: "Reynolds, Mike" <Mike.Reynolds@myClearwater.com> > To: <dosu1155@tampabay.rr.com> 1 r M > Sent: Wednesday, January Z'~!~Z004 11:55 AM > Sub;ect: Mike Reynolds' e-mail address >. > > To: Don Sutton > > > > Don, > > > > Here is my contact information: > > > > Mike Reynolds, AICP > > Senior Planner > > City of Clearwater Planning Department > > Tel. # 727-562-4836 > > mike.reynolds@MyClearwater.com > > 2 ~` ._ Page 1 of 3 ^! DON SUTTON From: "DON SUTTON" <DOSU1155@tampabay.rr_com> To: "Reynolds, Mike" <Mike.Reynolds@myClearwater.com> Sent: Thursday, January 29, 2004 12:34 PM Subject: Fw: Mike Reynolds' a-mail address ----- Orlglnal McSSage ----- From: "DON SUTTON" <DOSU 1155@tampabay_.rr.com> To: "Reynolds, Mike" <Mike.Reynolds@myClearwater.com> Sent: Wednesday, January 28, 2004 1:09 PM Subject: Re: Mike Reynolds' e-mail address > Heather, > Couid you please pass this on to Mike? Somehow I misplaced his > card. > Please accept my thank you for taking the time out to show me the Chautauqua > site plan. > You all were very helpful and patient. > Mike, could you make sure that you mention the fact that the neighbors > would all like to reduce the noise factor as much as possible and ask the > developer to keep that in mind when they begin construction? We would like > a much thicker and higher wall at the north end of the property running from > Chautauqua Ave east to the lake. We would like this wall built first, > before any other construction starts, to keep over-sized trucks from making > their way down First Street East and Third Avenue North and not only > destroying the roads, but our piece of mind and sleep as well. We would also > like you to ask them to keep the street lighting of the development at a > minimum, maybe using the gas-type low wattage lights and to use the shorter 1 /29/2004 Z'd TBLLEZLLZL NOl1f1S NOQ d6E=Zi ~0 6Z ue~ ~~ 7 r • > poles to illuminate key areas including the street. > While it pains us all to see one of the last pristine pieces of land in Page 2 of 3 > Pinellas County go to construction and none of us look forward to the > concrete trucks at 6:30 am or the sawing or hammering that will go on for > more that a year, it appears that the developer is at least creating > something that Clearwater can be proud of on this property, however I don't > think all the wildlife will agree that lives there now. > Mike, again, thank you and everyone you invited to our meeting. Heather, > keep fighting for our environment! > Thanks, > Don Sutton > President/CEO > Sutton Systems, Inc. > Office - 727-723-7781 > Cell - 727-421-7051 > Fax - 727-723-7781 > Email - Dosul I55@tampabay.rr.com > ----- Original Message ----- > From: "Reynolds, Mike" <Mike.Reynolds@myClearwater.com> > To: <dosul 155@tampabay.rr.com> > Sent: Wednesday, January 28, 2004 11:55 AM > Subject: Mike Reynolds' a-mail address > > To: Don Sutton > > Don, > > Here is my contact information: > > Mike Reynolds, AICP > > Senior Planner > > City of Clearwater Planning Department 1 /29/2004 T'd TBLLEZGLZL NOl1f1S NOQ d6E=ZT ~0 6z uee C • Reynolds, Mike From: Reynolds, Mike Sent: ~ Monday, January 26, 2004 5:22 PM To: 'pergoC~gulfcoastconsultinginc.com' Cc: Gerlock, Chip;'scashenCa3gulfcoastconsulting.com' Subject: FLS2003-10054/PLT2003-00013; 2301 Chautauqua Avenue; Proposed 46 lot subdivision - Lake Chautauqua Subdivision To: Robert Pergolizzi, AICP Sean Cashen, PE Mr. Pergolizzi and Mr.Cashen, Attached are preliminary staff comments for the above case,=~FL•D2003=10054/PLT2003=00013; 2301 Chautauqua Avenue; Proposed 46 lot subdivision -Lake Chautauqua Subdivision . These comments are within a document that is called an Action Agenda. Please note that these comments are preliminary. Other comments can be made at the Development Review Committee meeting itself. DRC Meeting date: January 29, 2004, Thursday Time: 4:15 pm Location: Municipal Services Building, 100 South Myrtle Street, Room # 216. Please call or a-mail me with any questions. Thank you. Mike Reynolds, AICP Senior Planner City of Clearwater Planning Department Tel. # 727-562-4836 mike.reynoldsC MyClearwater.com Preliminary Action Agenda - Ja... • • Reynolds, Mike From: Rice, Scott Sent: Thursday, January 22, 2004 1:07 PM To: Reynolds, Mike Subject: FW: 2nd Avenue and Lake Chautauqua Drive Mike. FYI. Charlie is a surveyor. Scott Rice Land Devel. Engr. Manager 727-562-478 ~ Brice@clearwater-f/, com -----Original Message----- From: Kinney, Jason Sent: Thursday, January 22, 2004 11:39 AM To: McAbee, Charlie Cc: Rice, Scott Subject: 2nd Avenue and Lake Chautauqua Drive Charlie, Can you look at this intersection and let me know if there is a drainage problem caused by a low intersection. Scott Rice recieved a call in regards to citizen concerns of a local private development, during the conversation the citizen mentioned that the intersection is low and he has to fix it with a shovel every so often. I'm not sure exactly what that means. Interested to hear what you have to say. If you let me know ahead of time, I can meet you on site. Jason • J Reynolds, Mike From: Rice, Scott Sent: Wednesday, January 21, 2004 3:47 PM To: Reynolds, Mike Cc: Kinney, Jason Subject: Housing Development - 2301 Chautauqua Mike I spoke with Jason Kinney regarding the drainage questions from Mr. Mike Anderson regarding the subject project. Jason agreed that the drainage from the project is to flow inward to the ponds/wetland and therefore drainage would not increase to the south toward Mr. Anderson's property. Jason is going to investigate the drainage situation at the intersection of Chautauqua and Second Avenue South. Scott Rice Land Deve% Engr. Manager 727-562-4781 Brice@c/earwater-f/.com . t.t, Gulf Coast G~ulting, Inc. Land Development Consulting ICOT Center 13630 58th Street N., Suite 110 Clearwater, FL 33760 Phone: (727) 524-1818 Fax: (727)524=6090 N ~".~~~~ ~~~~ JAN -g 2UU4 Ci i Y OF C! .~~,f..t'll,~T~R January 7, 2004 Mr. Chip Gerlock, Development Review Manager City of Clearwater Planning Department 100 S. Myrtle Avenue, 2"d Floor Clearwater, FI 33756 • Re: Lake Chautauqua Subdivision Level One Flexible Standard Development Application Case No. FLS2003-10054 Dear Mr. Gerlock: Confirming my recent meeting with yourself, Ms. Terry Finch and Mr. Mike Reynolds on regarding the completeness status of this project, we have revised sheets 8, 9 and 15. We have, as discussed with Terry: added an additional 12' wide littoral shelf planting area along the north, west and south edges of the existing surface water wetland area as detailed on revised sheets 8 and 9 and per revised Cross-section M-M on sheet 15; added a littoral shelf zone within the wet retention Pond No. 20 as shown on revised sheet 9 and the revised Pond No. 20 cross-section detail on sheet 15; rerouted stormsewer pipe run from structure 8 to structure 9 to discharge structure 9A to alleviate short-circuiting as shown on revised sheet 9; and adjusted the Toe of slope /limit of fill line to .the rear of lots 9 through 23 adjacent to Lake Chautauqua to increase the wetland buffer area as shown on revised sheets 8 and 9. We have also extended the lot lines of lots 26 through 42 and lots 45 and 46, detailing the lot lines through the proposed ponds and existing wetland areas as shown on all plan sheets. The building footprint of lot 23 was also shifted to the west in order to provide the required 15' minimum wetland buffer as shown on revised sheets 7 and 8. Although the minimum proposed wetland buffer adjacent to Lake Chautauqua is 15 feet, the average wetland buffer required is 25 feet. We have exceeded the average required buffer width of 25 feet. The overall Lake Chautauqua wetland buffer proposed is 30,425 square feet which provides an approximate average buffer width of 30.89 feet as noted on sheet 8. .~+ -. January 7, 2004 Page 2 of 2 Enclosed are Thirteen (13) sets of the revised Plans as requested. We appreciate the City's efforts in working with us and we look forward to the upcoming DRC meeting on January 29, 2004. Please call me if you have any questions or need any additional information. Sincerely, as en, P:E. Principal Cc Mike Willenbacher, Rottlund Homes of Florida Inc. (w/encl-submittal set) AI Kesler, Kesler Design and Consulting, Inc. (w/encl-submittal set) Marty Armstrong, Armstrong Environmental Services, Inc. (w/encl-submittal set) Terry Finch, City of Clearwater Mike Reynolds, City of Clearwater File 03-001 4. t. . ~ Gulf Coast CS'~'ulting, Inc. w Land Development Consulting ICOT Center 13630 58th Street N., Suite ~ 10 Clearwater, FL 33760 Phone: (727)524-1818 Fax: (727)524-6090 January 6, 2004 Mr. Chip Gerlock, Development Review Manager City of Clearwater Planning Department 100 S. Myrtle Avenue, 2"d Floor Clearwater, FI 33756 Re: Lake Chautauqua Subdivision Level One Flexible Standard Development Application Case No. FLS2003-10054 Dear Mr. Gerlock: Confirming my recent telephone conversations with yourself, Ms. Terry Finch and Mr. Mike Reynolds regarding the completeness status of this project, enclosed are two (2) prints of revised sheets 8, 9 and 15. We have, as discussed with Terry: added an additional 12' wide littoral shelf planting area along the north, west and south edges of the existing surface water wetland area as detailed on revised sheets 8 and 9 and per revised Cross-section M-M on sheet 15; added a littoral shelf zone within the wet retention Pond No. 20 as shown on revised sheet 9 and the revised Pond No. 20 cross- section detail on sheet 15; rerouted stormsewer pipe run from structure 8 to structure 9 to discharge structure 9A to alleviate short-circuiting as shown on revised sheet 9; and adjusted the Toe of slope /limit of fill line to the rear of lots 9 through 23 adjacent to Lake Chautauqua to increase the wetland buffer area as shown on revised sheets 8 and 9. Although the minimum proposed wetland buffer adjacent to Lake Chautauqua is 15 feet, the average wetland buffer required is 25 feet. We have exceeded the average required buffer width of 25 feet. The overall Lake Chautauqua wetland buffer proposed is 29,305 square feet which provides an approximate average buffer width of 29.85 feet. We realize there are various multifaceted environmental considerations regarding this project and I want to assure the City of Clearwater we are working very diligently to resolve all environmental issues for the betterment of the existing lake and surface water wetland and for the enhancement of this proposed community. Our Client as well as myself and Dr. Marty Armstrong are committed to providing positive solutions and resolving any environmental issues to the complete satisfaction of the City. You have my assurances that we will in good faith, continue to work diligently with the City and the Development Review Committee to provide the environmental features, protection and enhancement in an effort to create a project that will distinguish itself. We are committed to working with the City to make this happen. We have a responsibility to present an environmentally functional and feasible plan along with the rare opportunity to improve upon the existing wetland and buffer features of this area as f • January 6, 2004 Page 2 of 2 • part of this development for the benefit of all parties and we will work with the City with this goal in mind. These revised plans as submitted to the City have been revised with the additional items as requested by Ms. Terry Finch and we trust that this effort reflects our willingness to work with the City in a constructive way to resolve issues for the benefit of all involved. It is our genuine intention to work with the City to provide constructive and productive solutions for this project that will benefit, enhance and preserve the environmental features and natural attributes of this project. I hope that these revised Plans along with our sincere effort and intentions will help assure the City that this project may be deemed complete to allow us to go forward and continue the review of this project through the DRC process. We appreciate the City's efforts in working with us and we look forward to the upcoming DRC meeting on January 29, 2004. Please call me if you have any questions or need any additional information. Sincerely, Sean P. Cashen, P.E. Principal Cc Mike Willenbacher, Rottlund Homes of Florida Inc. (w/encl-submittal set) AI Kesler, Kesler Design and Consulting, Inc. (w/encl-submittal set) Marty Armstrong, Armstrong Environmental Services, Inc. (w/encl-submittal set) Terry Finch, City of Clearwater Mike Reynolds, City of Clearwater File 03-001 .~ ~ ;~ a ~ ~ ~ -- ;1 (y ~ _~ "' _`4 ~: - ~ ~ 1. i, •.~st r • Clearwater ±AX COVER MEMO CITY OF CLEAR-WATER PLANNING DEPARTMENT 100 S. MYRT-LE AVE., 2na. Floor CLEARWATER., FL 33756 (727) 562-4567 FAX: (727) 562-.4865 .._ . ,, ~:, -~ 9 -_ FAX: t~Z ~ - G d ~~ Phone: FROM: ski ~C~. ~~~~ loci/' Phone: ~~ Z' ~~3 ~ DATE• ~' 6 ~ ~ SUBJECT: 12~/'Zvb3-~ObJ`Si / ALT' Zv cs 3 - ~ vb l,~ MESSAGE• L~fld c/-~i~v~ . NUMBER OF PAGES(INCLUDING THIS PAGE) it ~_~ r.;,. ~ LONG RANGE PLANNING DEVELOPMENT REVIEW • CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, ZOO SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 January 5, 2004 Mr. Robert Pergolizzi, AICP Mr. Sean P. Cashen, P.E. Gulf Coast Consulting, Inc. 13630 58`" Street North, # 110 Clearwater, Florida 33760 RE: Application for Preliminary Plat and Flexible Standard approval to permit a 461ot single family residential (detached dwellings) subdivision with some lot sizes less than 10,000 square feet, lot widths less than 100 feet, a reduction in side and rear setbacks, and an eight foot high wall as a Residential Infill Project, under the provisions of Section 2- 103.B and Preliminary Plat approval for 461ots. (Case number: FLS2003- 10054/PLT2003-00013 - 2301 Chautauqua Avenue) Gentlemen: The Planning Staff has reviewed your application re-submittal as referenced above. After a preliminary review of the submitted documents, staff has determined that the application is incomplete. Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. The next submittal deadline is January 29, 2003 (noon) to be reviewed for sufficiency by the Development Review Committee (DRC) on March 4, 2004. Please provide one original and 12 copies of all materials by the submittal deadline. The following items and/or information are required in order to make your application complete: 1. Refer to Section 3-907.A of the City of Clearwater Community Development Code. The proposed subdivision needs to include a 25-foot vegetative buffer on all affected lots adjacent to wetland jurisdictional lines. Your subdivision plan revision dated 12-26-03 shows a 15-foot wetlands jurisdictional line setback. This is not acceptable. Please revise your subdivision plan submittal to provide for the 25-foot vegetative buffer on all affected lots adjacent to wetland jurisdictional lines. 2. Your site data needs to state both what is required and what is proposed (See plan sheets 6 and 7). BRIAN J. AUNGST, MAYOR-COMMISSIONER HOYC HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER FRANK HIBBARD, COMMISSIONER ® BILL JONSON, COMMISSIONER ~~EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER~~ • • Robert Pergolizzi and Sean Cashen, Lake Chautauqua Subdivision January 5, 2004 Page 2 3. Additional copies of the December 2001 Special Purpose Survey need to be submitted (provide at least one sealed copy). These copies were due on 12-26-03. 4. Additional copies of the 12-12-01 survey were not submitted with materials on 12-26-03. 5. Re-label the rear setback distance shown for "Lot 26". This is a corner lot and has no rear setback. 6. Some lines on the subdivision plan need to be identified and labeled. There is a wetland jurisdictional line labeled within existing wetland (see plan sheet 5). This area of the plan appears to conflict with what is shown on the survey dated 12-12-01. Please clarify and clearly label with a dimensional arrow. 7. At the north entrance to the subdivision, the roadway is shown encroaching into the wetlands 25-foot vegetative buffer. 8. Provide adequate detailed responses to the written submittal requirements on the application form. Please elaborate on what you have written, stating reasons. You may attach additional sheets for your responses. 9. Provide adequate detailed responses to the Residential Infill Project Criteria on the application form. Please elaborate on what you have written, stating reasons. You may attach additional sheets for your responses. 10. The application form is missing Page 6 of 6. This page needs to be attached, even if submitted as part of another document to the City. 11. Provide a plan revision date (date last revised) on the color rendering type plan. Your letter dated December 26, 2003, page 6, refers to a "Wetland Narrative and Wetland Enhancement and Mitigation Plan report". The document received has the title, "Environmental Narrative Lake Chautauqua Subdivision". If you have any questions, please do not hesitate to call me at 727-562-4836. Sincerely yours, ~~ ~9~e ~~ Michael H. Reynolds, AICP Senior Planner S:\Planning Department\C D B\Standard Flex\Pending Cases\3 - Up for the Next DRC\Chautauqua 2301 Lake Chautauqua Avenue\Chautauqua 2301 Incomplete letter 3.doc ~. r NSMISSION VERIFICATION REPORT t ~ . TIME 01!06!2004 11:54 NAME FLAN FAX 7275624576 TEL 7275624567 DATE,TIME 01!06 11:52 FAX N0.lNAME 95246090 DURATION 00:01:40 PAGE{S} 03 RESULT OK MODE STANDARD ECM • • Reynolds, Mike From: Reynolds, Mike Sent: Monday, January 05, 2004 9:38 AM To: Anderson, Duanne; Bahnick, Glen; Barker, Brian A.; Bertels, Paul; Carrier, AI; Elbo, Bennett; Finch, Terry; Glenn, Tom; Gray, Joel; Hufford, Diane; Maran, Robert (Bob); Martens, Cory; Melone, Donald; Morris, William; Planning; Rice, Scott; Richter, Debbie; Roberts, Jon; Shoberg, Elliot E.; Yellin, Catherine Cc: Nicodemus, Sherrie Subject: FLS2003-10054; 2301 Lake Chautauqua Avenue; Proposed Lake Chautauqua Subdivision This morning, you will be provided with reduced copies of two plan documents, the subdivision plan set and the landscape plan. These documents do not replace and are not revisions to what was routed to you last week. Please contact me with any questions. Mike Reynolds, AICP Senior Planner City of Clearwater Planning Department Tel. # 727-562-4836 mike.reynoldsC~3 MyClearwater.com ~~ , ~ LONG RANGE PLANNING DEVELOPMENT REVIEW CITY O F C LEARWATE R PLANNING DEPARTMENT POST OFFICE BOX 4748,. CLEARWATER, FLORIDA.33758-4748 MUNICIPAL SERVICES BUILDING, lOO SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727] 562-4567 FAx (727) 562-4576 January 5, 2004 Mr. Robert Pergolizzi, AICP Mr. Sean P. Cashen, P.E. Gulf Coast Consulting, Inc. 13630 58~' Street North, # 110 Clearwater, Florida 33760 RE: Application for Preliminary Plat and Flexible Standard approval to permit a 461ot single family residential (detached dwellings) subdivision with some lot sizes less than 10,000 square feet, lot widths less than 100 feet, a reduction in side and rear setbacks, and an eight foot high wall as a Residential Infill Project, under the provisions of Section 2- 103.B and Preliminary Plat approval for 461ots. (Case number: FLS2003- 10054/PLT2003-00013 - 2301 Chautauqua Avenue) Gentlemen: The Planning Staff has reviewed your application re-submittal as referenced above. After a preliminary review of the submitted documents, staff has determined that the application is incomplete. Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. The next submittal deadline is January 29, 2003 (noon) to be reviewed for sufficiency by the Development Review Committee (DRC) on March 4, 2004. Please provide one original and 12 copies of all materials by the submittal deadline. The following items and/or information are required in order to make your application complete: 1. Refer to Section 3-907.A of the City of Clearwater Community Development Code. The proposed subdivision needs to include a 25-foot vegetative buffer on all affected lots adjacent to wetland jurisdictional lines. Your subdivision plan revision dated 12-26-03 shows a 15-foot wetlands jurisdictional line setback. This is not acceptable. Please revise your subdivision plan submittal to provide for the 25-foot vegetative buffer on all affected lots adjacent to wetland jurisdictional lines. 2. Your site data needs to state both what is required and what is proposed (See plan sheets 6 and 7). BRWV J. AUNGST, MAYOR-COMMISSIONER HOYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER FRANK HIBBARD, COMMISSIONER BII-L JONSON, COMMISSIONER ~BQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER~~ !~. A !~ Robert Pergolizzi and Sean Cashen, Lake Chautauqua Subdivision January 5, 2004 Page 2 3. Additional copies of the December 2001 Special Purpose Survey need to be submitted (provide at least one sealed copy). These copies were due on 12-26-03. 4. Additional copies of the 12-12-01 survey were not submitted with materials on 12-26-03. 5. Re-label the rear setback distance shown for "Lot 26". This is a corner lot and has no rear setback. 6. Some lines on the subdivision plan need to be identified and labeled. There is a wetland jurisdictional line labeled within existing wetland (see plan sheet 5). This area of the plan appears to conflict with what is shown on the survey dated 12-12-01. Please clarify and clearly label with a dimensional arrow. 7. At the north entrance to the subdivision, the roadway is shown encroaching into the wetlands 25-foot vegetative buffer. 8. Provide adequate detailed responses to the written submittal requirements on the application form. Please elaborate on what you have written, stating reasons. You may attach additional sheets for your responses. 9. Provide adequate detailed responses to the Residential Infill Project Criteria on the application form. Please elaborate on what you have written, stating reasons. You may attach additional sheets for your responses. 10. The application form is missing Page 6 of 6. This page needs to be attached, even if submitted as part of another document to the City. 11. Provide a plan revision date (date last revised) on the color rendering type plan. Your letter dated December 26, 2003, page 6, refers to a "Wetland Narrative and Wetland Enhancement and Mitigation Plan report". The document received has the title, "Environmental Narrative Lake Chautauqua Subdivision". If you have any questions, please do not hesitate to call me at 727-562-4836. Sincerely yours, fns ~~~e ~, Michael H. Reynolds, AICP Senior Planner S:\Planning Department\C D E~Standard Flex\Pending Cases~3 - Up for the Next DRC\Chautauqua 2301 Lake Chautauqua Avenue\Chautauqua 2301 Incomplete letter 3.doc Gulf Coast Co Inc. ~~ Land Development Consulting ICOT Center 13630 58th Street N., Suite 110 Clearwater, FL 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 December 26, 2003 Mr. Chip Gerlock, Development Review Manager City of Clearwater Planning Department 100 S. Myrtle Avenue, 2"d Floor Clearwater, Fl 33756 Re: Lake Chautauqua Subdivision Level One Flexible Standard Development Application Case No. FLS2003-10054 Dear Mr. Gerlock: • z U)r---r~~ ~~ ~ 1 QE~,2 ~ 2003 Confirming my recent telephone conversations with Mr. Mike Reynolds regarding the Completeness letter dated December 11, 2003, each of the following comments will be addressed below: 1. Per my recent meeting with Ms. Terry Finch and Mr. Scott Rice on December 16, 2003, a 15' minimum wetland buffer is now provided around the Surface Water Wetland and also adjacent to Lake Chautauqua as shown on revised sheets 5, 6 and 7. As agreed to at this December 16 meeting, the 15 foot wetland buffer .provided around the man-made surface water wetland would be sufficient in addition to the wetland enhancement and littoral shelf enhancement proposed. The proposed wetland buffer adjacent to Lake Chautauqua has been significantly increased as shown on revised sheets 5, 6, 8 and 9. Although the minimum wetland buffer adjacent to Lake Chautauqua is 15 feet (with the exception of Lot 21), the overall Lake Chautauqua wetland buffer provided is 23,425 square feet which provides an average buffer width of 23.78 feet based on the approximate buffer length of 985 feet. As discussed, we have also proposed some additional plantings within the floodplain mitigation areas as detailed on the revised Floodplain Mitigation Area and Lake Chautauqua Enhancement Cross-section E 1-E 1 as shown on revised sheet 15. These additional plantings in addition to the Lake Chautauqua enhancement area and plantings (along with the removal of nuisance species will provide an improved lake shoreline and upland transitional area along the entire lake frontage of this development. 2. The site data table for each lot detailing the front, rear and side setbacks for every lot is shown per the revised Lot Coverage Calculations on revised sheet 5. • • ' December 26, 2003 Page 2 of 6 3. The proposed typical front, side and rear setbacks of 30', 7.5' and 15' are detailed as note no. 3 on the revised lot coverage table on sheet 5. The proposed front, side and rear setbacks are as labeled on this revised table. Using the flexible standard residential infill criteria, these are the typical setbacks proposed for this development. 4. As stated in the Additional Description of Request, the front, side and rear setbacks are proposed at 30 feet, 7.5 feet and 15 feet, respectively. The rear setback is stated as 15 feet which does not conflict with any other stated proposed rear setbacks. 5. All setback lines are detailed on revised sheets 6 and 7. 6. Lot 26 has two front and two rear setbacks as shown on revised sheet 5. 7. The setback lines, property lines, jurisdictional lines, etc. have been identified and labeled to better clarify these as shown on revised sheets 5, 6 and 7. 8. The north entrance road has been reconfigured and shifted to the north slightly to avoid encroachments into the 15' wide surface water area wetland buffer as shown on revised sheet 7. Please be aware this entrance drive has been positioned as shown in an effort to align with First Avenue North to avoid a potentially hazardous intersection offset. As previously mentioned, a 15-foot minimum wetland buffer has been proposed and maintained around this surface water wetland. 9. We have provided satisfactory and detailed responses to the written submittal requirements on the application form. We feel we have described in sufficient detail the project being proposed and our responses are adequate and do not require any elaboration. 10. We have provided adequate and complete responses to the written Residential Infill Project Criteria portion of the application form. We feel we have more than described in detail the project being proposed and our responses are sufficient, succinct and do not require any further elaboration. Please identify, if any, the specific response the City feels needs additional information or elaboration. 11. The Environmental Narrative report as prepared by Dr. Marty Armstrong of Armstrong Environmental Services. This report details the proposed -wetland enhancement of both Lake Chautauqua and the surface water wetland areas including the removal of nuisance species. 12. See attached SWFWMD ERP permit application cover letter as submitted to SWFWMD on December 5, 2003. 13. The site visibility triangles are shown and labeled on the revised sheet 6. Note that we have proposed 30' x 30' site visibility triangles at both entrances. 14. The proposed maximum building height of 30 feet is referenced on the Site Data Table as shown on sheet 6 and is also detailed on the Lot Coverage Table on sheet 7. As detailed in the previously submitted Building Elevations, the proposed building heights for the Woodridge, Catalina and Bimini model homes propsed for this development are 30.0 feet, 23.0 feet and 28.0 feet, respectively. The maximum proposed maximum building height.is 30.0 feet as shown on the Site Data Table and the Lot Coverage Table as requested. • • " December 26, 2003 Page 3 of 6 15. Please refer to the Environmental Narrative for a description of the existing Site Conditions. An excerpt from this report follows: EXISTING SITE CONDITIONS UPLANDS: The upland area consists of three communities; a xeric pine/live oak community in the southwest corner, an improved pasture in the northwest corner and a pine Flatwoods community in the eastern half of the site adjacent to Lake Chautauqua. The construction of a 2.5 acre borrow pit in the northwest corner of the site (sometime after 1972 when the Pinellas County Soil Survey was produced) resulted in disturbing this area of the site. The primary vegetation now in this "improved pasture" community is Bahia grass (Paspalum .notatum) and St. Augustine grass (Stenotaphrum secundatum) with evidence of earthmoving throughout. The xeric pine/live oak community in the southwest corner (south of the borrow pit) is dominated by sand pine (Pinus clausa) with a dense saw palmetto (Serenoa repens) understory. Subdominants are live oak (Quercus virginiana), muscadine grape vine - (Vitis munsonia), greenbriar (Smilax laurifolia), Chapman's oak (Quercus chapmanii), broomsedge (Andropogon sp.), and fetterbush (Lyonia ferruginea). Many of the sand pines are dead and fallen, probably due to the lack of fire in this community for some time. Live oak clusters are found in the southern portion of this community. The pine Flatwoods community is located in the eastern portion of the site. This community has been disturbed throughout by clearing activities and the location of two residences, which has resulted in the invasion of many nuisance and exotic wetland and upland species. Typically, the east-west fence rows are dominated by Brazilian pepper (Schinus terebinthifolius), laurel oak (Quercus laurifolia), live oak (Q. virginiana), Australian pine (Casuarina litorea), cabbage palm (Sabal palmetto), sand pine, slash pine (Pinus elliottii), longleaf pine (Pinus palustris) and Melaleuca or punk tree (Melaleuca quinquenervia). The cleared areas between the fence rows are vegetated with the following herbaceous species; Bahia grass, broomsedge, goldenrod (Solidago sp.), sedges (Cyperus), rn~uscadine, hairy indigo (Indigofera hirsuta), dog fennel (Eupatorium capillifolium), skunk-vine (Paederia foetida), and various ruderal grasses and sedges. The two man-made structures on the property are single-family homes with three storage shed out-buildings and a caboose located in the southern portion of the site which is sitting on railroad tracks next to a tennis court. WETLANDS: The wetland limits for the project were established in the field by Trudy Killeen of Peacock and Associates, Inc. and were verified by Rick Perry (SWFWMD, Tampa Service Office) and Chip Heintz (Pinellas County Development Review Services) on November 26, 2001. The wetlands consist of the western edge of Lake Chautauqua and the isolated, upland-cut borrow pit located in the northwest corner of the site as described below. Seasonal highwater elevations were estimated for the borrow pit but not for Lake Chautauqua. AES established wetland hydroperiods for both Lake Chautauqua and the borrow pit. ~. • • December 26, 2003 Page 4 of 6 Wetland #1 (Lake Chautauqua, 3.02 acres within the project area): The wetland jurisdictional limits of this lake ranges from 10' to 70' uphill of a definitive scarp line on the lake edge that is typically found on larger lacustrine systems. Waterward of the scarp line is typical littoral vegetation consisting of cattail (Typha latifolia), primrose willow (Ludwigia peruviana), southern willow (Salix caroliniana), pickerelweed (Pontederia cordata), smartweed (Polygonum sp.), arrowhead (Sagittaria lancifolia). The cattail and primrose willow dominate this portion of the community, ranging from a 10' wide band out to 50' or more into the lake. Considerable areas of fragrant water lily (Nymphaea odorata) and spatterdock (Nuphar luteum) are also present in this zone and out into _deeper water in the lake. At the scarp edge (probable historical edge of water), the dominant species are Melaleuca, wax myrtle (Myrica cerifera), red maple (Ater rubrum), Chinese tallow (Sapium sebiferum), broomsedge, blackberry (Rubus sp.) and greenbriar dominate. The wetland area between the lake edge and the uplands is primarily vegetated with wetland and upland herbaceous species such as broomsedge, Maidencane (Panicum hemitomon), mockbishop weed (Ptilimnium capillaceum), Caesar weed (Urena lobata), goldenrod, canna lily (Canna flaccida), goose grass (Eleusine indica), Johnson grass (Sorghum halipense), hairy indigo, primrose willow, dogfennel, muscadine grape vine, Bahia grass and a few buttonbush (Cephylanthus occidentalis). The organic content of the soil in this zone is very high as it appears to be wood mulch that may have been placed in this area due to the large size of partially decomposed organic material. The USFWS Classification for the portion of this wetland on the site is Lacustrine, Littoral, Emergent Wetland (LLE). This habitat is very similar to the Palustrine Emergent (PEM) but is classified differently since it is adjacent to an open water body. The seasonal highwater (SHW) and normal pool (NP) elevations of Lake Chautauqua that were established by AES on November 22, 2003 are 84.65' and 83.97', respectively (NGVD). The lake water level was at elevation 83.27'. Of significant interest is the outfall of this lake which is through aman-made canal and a 24" pipe under Lake Shore Drive in the extreme southwest corner. This 24"PVC pipe was very recently constructed and it is not certain why or by whom. However, the siltation or shoaling in the ditch south of Lake Shore Drive is controlling the water level in the lake at the existing 83.3' elevation since the inverts of the 24" PVC pipes are 82.44' and 82.39' for the north and south ends, respectively. Therefore, maintenance dredging of this outfall ditch could lower the water level of Lake Chautauqua to the 82.44' elevation. AES observed a concrete weir structure at this location within the last six months. The Seasonal Highwater (SHW) and normal pool (NP) elevations for the Lake Chautauqua wetland were established by AF,S at 84.65' and 83.9', respectively. 'T'hese hydroperiod elevations were based on lichen lines (SHW) and adventitious rooting (NP). SWFWMD has not reviewed these elevations. i ~ ` December 26, 2003 Page 5 of 6 Surface Water #1 (2.55 + acres): This is an upland-cut borrow pit that was constructed after 1972 as evidenced by the uneven landforms and linear spoil mounds that remain throughout the area. The south half of the borrow pit is primarily open water since the depth is up to 16 feet with an average depth of approximately 9 feet. The vegetation is limited to the perimeter of this area with fragrant water lily growing out to about a depth of 6' to 7'. The side slopes are about 2:1 along the southern edge so littoral vegetation such as torpedo grass, red root, broomsedge, swamp fern, spatterdock and primrose willow limited to the water's edge. The north half of the borrow pit is much more shallow, averaging approximately 1' of depth and being dominated by nuisance species, primarily torpedo grass, Melaleuca and primrose willow. An upland berm separates the two halves of the borrow pit and is dominated by slash pine, saw palmetto and Melaleuca. The northwest corner of the borrow pit is totally dominated by large Melaleuca trees up to 14" DBH and precluding any understory due to the dense canopy. The USFWS Classification for the south half of the borrow pit is Palustrine, Unconsolidated Bottom (PUB) and the north half is Palustrine, Emergent (PEM). The upland buffer surrounding this borrow pit is very narrow due to constant mowing. The buffer is about 5' to 10' wide and dominated by Brazilian pepper and Melaleuca with wax myrtle, laurel oak, mimosa, long leaf pine, sand pine and muscadine as subdominants. The seasonal highwater (SHW) elevation for this surface water were established by Peacock and Associates in 2001; SHW #1 was 89.58'. AES set another SHW in the northwest corner at 89.56' based on lichen lines and the upper scarp; and a normal pool (NP) at elevation 88.56, based on the lower scarp line and adventitious rooting. The 1' ± difference between the SHW and NP elevations is pretty typical for a disturbed, isolated system like this borrow pit. Lowering the water level in this surface water will have little impact on the vegetation since the majority of the vegetation is invasive in nature and used to large fluctuations in water level. 16. As discussed, sheet 6 was previously signed and is on file at the City of Clearwater. Attached as part of this application is a copy of this previously submitted sheet 6. 17. All existing Easements within the site are detailed on the revised Site Data Table on sheet 6 and are also mentioned below: Existing Onsite Easements & Right-of-Way (Note: These are proposed to be Vacated): A 20' wide Perpetual Drainage ~ Utility Easement (O. R. BK. 4463, PG 1889); a 10' wide Utility Easement (O. R. BK 3093, PG 733); a 20' wide Grant of Easement (O. R. BK 4980} and the 10' wide Florida Power Easement (OR BK 4464, PG 1012.) and a portion the First Street East Right-of--Way located within the area encompassed by the continuation of the north property boundary 18. We will provide a site Plan revision date on the colored rendering. • • December 26, 2003 Page 6 of 6 19. All proposed lots do meet the proposed typical setbacks of 30.0 feet front, 15.0 feet rear and 7.5 feet side. These typical setbacks dimensions are shown on sheets 6 and 7. All proposed setbacks for each individual lot have been noted on the Lot Coverage Table as shown on revised sheet 7. Enclosed please find: 1. Revised Flexible Standard Development Application (13 copies) 2. Revised Preliminary Site Plan (13 copies and one 8-1/2 inch x 11 inch reduction) 3. Revised Landscape Plan (13 copies and one 8-1/2 inch by 11 inch reduction) 4. Revised Tree Preservation Plan (13 copies and one 8-1/2 inch by l linch reduction) 5. Three (3) copies of the Master Drainage Report 6. Thirteen (13) copies of Wetland Narrative and Wetland Enhancement and Mitigation Plan report. The Revised Building Elevations, Revised colored rendering of the overall site plan, Hardscape plans detailing entry signage and wall specifications, the Revised to-scale colored rendering of the entrance areas, the Wetland Jurisdictional Survey, the Boundary Survey, Review Fee check for $100.00, Legal Description and Affidavit to Authorize Agent have been previously submitted to the City of Clearwater. We look forward to the upcoming DRC meeting on January 29, 2004. Please contact me if you have any questions. Sincerely, Sean P. Cashen, P.E. Principal Cc Mike Willenbacher, Rottlund Homes of Florida Inc.. (w/encl-submittal set) Al Kesler, Kesler Design and Consulting, Inc. (w/encl-submittal set) Marty Armstrong, Armstrong Environmental Services, Inc. (w/encl-submittal set) Terry Finch, City of Clearwater Mike Reynolds, City of Clearwater File 03-001 t Reynolds, Mike From: Reynolds, Mike Sent: Monday, December 15, 2003 11:35 AM To: Anderson, Duanne; Bahnick, Glen; Barker, Brian A.; Bertels, Paul; Carrier, AI; Elbo, Bennett; Finch, Terry; Glenn, Tom; Gray, Joel; Hufford, Diane; Maran, Robert; Martens, Cory; Melone, Donald; Morris, William; Planning; Rice, Scott; Richter, Debbie; Roberts, Jon; Shoberg, Elliot E.; Yellin, Catherine Subject: 1. FLS2003-10054/PLT2003-00013 - 2301 Chautauqua Avenue; and 2. FLD2003-11057 - 514 S. Gulfview Boulevard DRC Members: The above two cases are not scheduled for the December 23, 2003 DRC Meeting Agenda. 1. As Case FLS2003-10054/PLT2003-00013 - 2301 Chautauqua Avenue is incomplete, a letter of incompleteness has been sent to the applicant. 2. Case FLD2003-11057 - 514 S. Gulfview Boulevard has incomplete issues as well, and the applicant has requested in writing that the application be placed on hold until revised plans are submitted. Thank you. Mike Reynolds, AICP Senior Planner City of Clearwater Planning Department Tel. # 562-4836 ~iTY OF ~LEAi2WAT'E~. PARKS AND RECREATION DEPARTMENT POST OFFICE BOX 4748, CLEARWATER~ FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, ZOO SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE {72~ 562;,4800 FAx (72~ 562-4825 ~a"1 " ~ 1 n ~-~ ~ 16 2a©~ December 12, 2003 d~ ,., - r+~~ Mr. Robert Pergolizzi AICP ' • - ~' t-' ~~~s Gulf Coast Consulting, Inc. 13630 58th Street N., #110 Clearwater, FL 33760 Re: Lake Chautauqua Subdivision (46 units), 2301 Chautauqua Ave., FLS2003-00013 Dear Mr. Pergolizzi: According to the current Recreation and Open Space Land Dedication Ordinance, the above referenced project will be required to satisfy the Open Space, Recreation Land and Recreation Facilities dedication requirement prior to issuance of any building permits or final plat (if applicable), whichever occurs first. In order to determine the amount owed, the developer or representative should complete the top portion of the attached form and return it to the City of Clearwater Parks and Recreation Department with verification of the just value for the land only according to the current year's property tax assessment. Please note, this dedication requirement could be a substantial amount and an impact to your project. Therefore, you're encouraged to contact me at (727) 562-4817 as soon as possible to estimate the assessment and to answer any questions. Sincerely, ~~~ f~~ Deborah W. Richter Management Analyst Attachment: Open Space/Recreation Impact Worksheet Code of Ordinances, Chapter 54, Recreation and Open Space Land Dedication cc: Rottlund Homes of Florida, Inc., 2637 McCormick Dr., Clearwater, FL 33759 Art Kader, Assistant Director, Parks & Recreation Frank Gerlock, Planning Manager Mike Reynolds, Senior Planner BRIAN J. AUNGSI~, MAYOR-COMMISSIONER HOYT HAMILTON, VICE Mt\YOR-COMMISSIONER WHITNEY GRAY, COA4<,SISSIONER FRANK HII3I3ARD, COMMISSIONER BIL1.]ONSON, COMMISSIONER ~~F,QUAI. EMPLOYMEN'P AND AI~FIRMAI'IVIi ACTION EMPLOYER.~~ r ~ ~ Clearwater U FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT . 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO I, ~~~ ~~ ~,lh ~ ~ FAX• r-'~,?~_~_~ Phone• FROM: /1?//~ /~~ ~~G~c/~ Phone: +~~ 2 ~- 5~'~~~ DATE:/ ~ ~/ 2 •- d ~ SUBJECT: ~L/• ~6 3 °- D o S ~! / MESSAGE: ~ 3 6 ~ G~~wfG~~ ~ ti ~O~,G,~~rc. NUMBER OF PAGES(INCLUDING THIS PAGE) 3 t • • CITY OF C LEARWATE R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, ZOO SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 IANG RANGE PLANNING DEVELOPMENT REVIEW December 11, 2003 Mr. Robert Pergolizzi, AICP Mr. Sean P. Cashen, P.E. Gulf Coast Consulting, Inc. 13630 58~' Street North, # 110 Clearwater, Florida 33760 RE: Application for Preliminary Plat and Flexible Standard approval to permit a 461ot single family residential (detached dwellings) subdivision with some lot sizes less than 10,000 square feet, lot widths less than 100 feet, a reduction in side and rear setbacks, and an eight foot high wall as a Residential Infill Project, under the provisions of Section 2-103.B and Preliminary Plat approval for 461ots. (Case number: FLS2003-10054/PLT2003-00013 - 2301 Chautauqua Avenue) Gentlemen: The Planning Staff has reviewed your application re-submittal as referenced above. After a preliminary review of the submitted documents, staff has determined that the application is incomplete. Section 4- 202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. The next submittal deadline is December 26, 2003 (noon) to be reviewed for sufficiency by the Development Review Committee (DRC) on January 29, 2004. The following items and/or information are required in order to make your application complete: 1. Refer to Section 3-907.A of the City of Clearwater Community Development Code. The proposed subdivision needs to include a 25-foot vegetative buffer on all affected lots adjacent to wetland jurisdictional lines. Your subdivision plan revision dated 11-20-03 shows a 15-foot wetlands jurisdictional line setback. This is not acceptable. Please revise your subdivision plan submittal to provide for the 25-foot vegetative buffer on all affected lots adjacent to wetland jurisdictional lines. 2. The site data table for each lot needs to include front, side, and rear setbacks (See plan sheet 5). Increase the type face of this table for legibility. Provide setback details in one location, within or near the setback data table. 3. Your site data needs to state both what is required and what is proposed (See plan sheets ~Snd 4. he "additional description of the request", provided with your re-submittal dated November 20, 2003, needs clarification of the rear. setback distances. Conflicting rear setback distances are stated. BRIAN J. AUNGST, MAYOR-COMMISSIONER HOYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER FRANK HIBBARD, COMMISSIONER ® BILL. JONSON, COMMISSIONER ~BQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYF.R~~ • • Robert Pergolizzi and Sean Cashen, Lake Chautauqua Subdivision December 11, 2003 Page 2 5. The subdivision plan shows setback lines running behind the rear setback lines. Please correct the subdivision plan set. 6. Re-label the rear setback distance shown for "Lot 26". This is a corner lot and has no rear setback. 7. Some lines on the subdivision plan need to be identified and labeled. There is a wetland jurisdictional line labeled within existing wetland (see plan sheet 5). This area of the plan appears to conflict with what is shown on the survey dated 12-12-01. Please clarify and clearly label with a dimensional arrow. 8. At the north entrance to the subdivision, the roadway is shown encroaching into the wetlands 25- foot vegetative buffer. 9. Provide adequate detailed responses to the written submittal requirements on the application form. Please elaborate on what you have written, stating reasons. You may attach additional sheets for your responses. 10. Provide adequate detailed responses to the Residential Infill Project Criteria on the application form. Please elaborate on what you have written, stating reasons. You may attach additional sheets for your responses. 11. Please provide your Wetland Narrative and Enhancement Mitigation Plan Report, as no copies were provided with your November 20, 2003 submittal. 12. Provide copy of permit inquiry letter or SWFWMD permit submittal. 13. Label all visibility triangles with dimensions. 14. Site data table and building elevations: state building heights. 15. Identify all environmentally unique areas, such as watercourses, wetlands, tree masses and specimen trees, including a description and location of understory, groundcover vegetation and wildlife habitats. 16. The application form is missing Page 6 of 6, This page needs to be attached, even if submitted as part of another document to the City. 17. Site data table: State the official records book and page numbers of all existing utility easements. 18. Provide a plan revision date (date last revised) on the color rendering type plan. 19. On the subdivision plan, label typical dimensions and label dimensions for all lots not meeting dimensional requirements. If you have any questions, please do not hesitate to call me at 727-562-4836. Sincerely yours, /1'ls G~ifs~C !~. Michael H. Reynolds, AICP Senior Planner S:\Planning Department\C D B\FLEX\Pending cases\Up for the next DRC1Chautauqua 2301 Lake Chautauqua Avenue\Chautauqua 2301 Incomplete letter 2.doc ' 4 ANSMISSION VERIFICATION REPORT r w TIME 12/12/2003 17:10 NAME PLAN FAX 7275624576 TEL 7275624567 DATE,TIME 12112 17:08 FAX N0./NAME 95246090 DURATiON 00:01:41 PAGE{S) 03 RESULT OK MODE STANDARD ECM Gulf Coast C~ulting, Inc. Land Development Consulting ICOT Center 13630 58th Street N., Suite 110 Clearwater, FL 33760 Phone: (727)524-1818 Fax: (727) 524-6090 November 20, 2003 Mr. Chip Gerlock, Development Review Manager City of Clearwater Planning Department 100 S. Myrtle Avenue, 2"d Floor Clearwater, F133756 Re: Lake Chautauqua Site -Level One Flexible Standard Development Application Dear Mr. Gerlock: Confirming my recent meeting with Mr. Mike Reynolds on Noverrib r-~2 03 regarding the Completeness letter dated November 4, 2003, each of - e oloowing comments will be addressed below: 1. The application now includes an additional description of request regarding this application. 2. A site data table for each lot is detailed as the Lot Coverage Calculations as shown on revised sheet 5 of 13. 3. The lot dimensions are as shown on revised sheets 3 and 4 of 13. The typical building setbacks are as shown on revised Building Layout sheet 5. 4. The subdivision Plan set sheets have been renamed. 5. T'he revised colored rendering site plan is consistent with the subdivision site plan. 6. The sidewalk is detailed as 4' wide as shown on revised sheet 5. 7. See attached SWFWMD Pre-application meeting notes for the meeting held with SWFWMD on October 23, 2003. The ERP permit application package is anticipated to be submitted to SWFWNID on November 26, 2003. 8. The Legend is now shown on revised sheet 6. 9. The property lines have been clarified as shown on revised sheets 3, 4 and 5. 10. The setback lines, property lines, jurisdictional lines, etc. have been identified and labeled to better clarify these as shown on revised sheets 3, 4 and 5. 11. The perimeter boundary line along the east side of the development has been clearly depicted as shown on the revised plan sheets. The jurisdictional lines as well as lot lines have also been clarified as shown on the revised plan sheets. 12. The perimeter boundary line along the east side of the development has been clearly depicted as shown on the revised plan sheets. 13. All setback lines have been labeled as shown on revised sheet 5 and the lots that deviate from the standard 30'' front, 15' rear and 7.5' side setbacks are also detailed as shown on revised sheet 5. f • • "' November 20, 2003 Page 2 of 3 14. The common areas are shaded as shown on revised sheet 3. The various tracts are also identified by leader lines to more clearly detail these areas. 15. We are proposing a 15 wetland buffer around the isolated surface water wetland as shown on sheet 5. We are also proposing floodplain and wetland mitigation areas along the majority of Lake Chautauqua. These potential additional wetland and floodplain mitigations areas are being reviewed in the field and we will provide their locations along with specific grading information in the near future. Please realize that the vegetative buffers are not required from the limits of new wetland mitigation areas and therefore, these buffer areas are not yet detailed along the Lake Chautauqua jurisdictional line. 16. The request for the 8' high wall is now included as part of the Additional Description of Request attached to the application. We are requesting an 8' high wall along the west property boundary adjacent to Chautauqua Avenue. This 8' high wall is being proposed to provide additional noise buffer and visual screening from the rear of the Dimmitt auto dealership which is just to the west of Lake Chautauqua. This rear area of the Dimmitt auto dealership contains the maintenance, storage and repair facilities which produce s a variety of noise and offers little or no screening of this unaesthetic area. Some homes are in very close proximity to this existing development and in order to attempt to provide some additional noise and visual buffering, the 8' high wall is proposed. 17. All site visibility triangles are detailed and labeled as shown on revised sheets 3, 4 and 5. 18. The fire hydrant locations are noted and shown on revised sheets 8 ands 9. 19. The additional description of request is attached to the revised application. 20. Detailed responses to the residential infill project criteria are provided in the application. 21. See enclosed to-scale renderings of the proposed 8' high wall. Also enclosed are Fifteen sets of detailed Wall plans detailing dimensions and materials of this proposed wall. 22. A note describing that the HOA will be responsible for maintaining the area west of the proposed wall is detailed on revised sheet 5. 23. The proposed building heights are labeled on the enclosed revised Building Elevations sheets. J24. As discussed with both the SWFWMD and Scott Rice at the City of Clearwater, the proposed buffer encroachment into a portion of the isolated wetland buffer near the north entrance maybe allowed as part of a comprehensive wetland enhancement and mitigation plan. As discussed with Scott Rice, this isolated wetland is actually designated as a surface water wetland. This wetland is a man- made and disturbed wetland, and therefore, some buffer impacts maybe allowed n as part of the comprehensive wetland enhancement and mitigation plan as proposed by Armstrong Environmental Sciences (See attached Wetland Narrative and Wetland Enhancement and Mitigation Plan report). 25. As noted. 26. Please refer to the attached Wetland Narrative and Wetland Enhancement and Mitigation Plan report. `~ ' 'November 20, 2003 Page 3 of 3 27. Private Streets are labeled as shown on revised sheet 5. A Public Utility Easement will encompass Tract A to cover the proposed public water and sewer facilities to be noted on Final Plat. 28. The Street Lights are detailed on revised sheet 5. 29. The existing easements are shown on revised sheet 2-please note these easements as well as a portion of the First Street East right-of--way are proposed to be vacated. 30. Enclosed are Fifteen (15) sets of the Hardscape Plans detailing the Entry Signage and 8' high wall dimensions and specifications. 31. As discussed, sheet 6 was previously signed and is on file at the City of Clearwater. Enclosed please find: Revised Flexible Standard Development Application (13 copies) ~2. Revised Preliminary Site Plan (13 copies and one 8-1/2 inch x 11 inch reduction) i/3. Revised Landscape Plan (13 copies and one 8-1/2 inch by 11 inch reduction) Tree Preservation Plan (13 copies and one 8-1/2 inch by l linch reduction) ,~ 5. Revised Building Elevations (13 copies and one 8-1/2 inch by 11 inch reduction) . /~ One Revised colored rendering of the overall site plan. /7. Fifteen (15) sets of the Hardscape plans detailinf entry signage and wall specifications i/8. One Revised to-scale colored rendering of the entrance areas. t/9. Three (3) copies of the Master Drainage Report c~ 10 Three (3) copies of Wetland Narrative and Wetland Enhancement and Mitigation Plan report. i/11. Fifteen (15) prints of the Wetland Jurisdictional Survey The Boundary Survey, Review Fee check for $100.00, Legal Description and Affidavit to Authorize Agent were previously submitted to the City on October 23, 2003. We look forward to the upcoming DRC meeting on December 23, 2003. Please contact me if you have any questions. Principal Cc Mike Willenbacher, Rottlund Homes of Florida Inc. w/encl Al Kesler, Kesler Design File 03-001 *~ • .' U FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2"a Floor CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 FAx: ~~ 2~ ~ ® ~~ Phone• FROM: ~i ~`~-~ ~ ~~ .-Lo ~ ~/~ Phone: DATE: ~` ' c~~ ~ ~ SUBJECT:~~L/ Z~v 6.3 ~bv ~{ / /~G-~ ~vv3 -- UUCP /~3 ~-- MESSAGE: NUMBER OF PAGES(INCLUDING THIS PAGE) f T • • CITY OF CLEI~RWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, lOO SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW Mr. Robert Pergolizzi, AICP Gulf Coast Consulting, Inc. 13630 58`'' Street North, # 110 Clearwater; Florida 33760 November 4, 2003 RE: Application for Preliminary Plat and Flexible Standard approval to permit a 461ot single family residential (detached dwellings) subdivision with some lot sizes less than 10,000 square feet, lot widths less than 100 feet, and a reduction in front, side, and rear setbacks as a Residential Infill Project, under the provisions of Section 2-103.B and Preliminary Plat approval for 461ots. (Case number: FLS2003-10054/PLT2003-00013 - 2301 Chautauqua Avenue) Dear Mr. Pergolizzi: The Planning Staff has reviewed your application as referenced above.. After a preliminary review of the submitted documents, staff has determined that the application is incomplete. Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. The next submittal deadline is November 20, 2003 (noon) to be reviewed for sufficiency by the Development Review Committee (DRC) on December 23, 2003. The following items and/or information are required in order to make your application complete: 1. The application must state the request as outlined above. 2. Construct a site data table for each lot, stating lot size (area), dimensions, lot widths, and setbacks. 3. On the subdivision plan, label typical dimensions and label dimensions for all lots not meeting dimensional requirements. 4. The subdivision plan set pages are not labeled with specific titles. 5. The color rendering type flan. is inconsistent with the subdivision plan lot shapes. 6. Label sidewalk width. 7. Provide copy of permit inquiry letter or SVVFWNID permit submittal. 8. Provide a legend for the subdivision plan. 9. Clarify property line locations. 10. Some lines on the subdivision plan need to be identified and labeled. BRIAN J. AUNGST, MAYOR-COMMISSIONER HOYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER FRANK HIBBARD, COMMISSIONER ® BILL JONSON, COMMISSIONER ~~EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION Eh1PI.0YER~~ .. .• r Robert Pergolizzi, Lake Chautauqua Subdivision November 4, 2003 Page 2 • 11. The subdivision plan appears not to show all boundary lines and dimensions. 12. Clarify the site boundary lines along the east side of the proposed subdivision. 13. Label all setback lines on the subdivision plan. 14. Identify by label or shading all common areas. 15. Refer to Section 3-907.A of the City of Clearwater Community Development Code. The proposed subdivision needs to include a 25-foot vegetative buffer on all affected lots adjacent to wetland jurisdictional lines. 16. The proposed eight foot high wall does not meet code. The wall is shown on the subdivision plan, but is not included within the written request on the application form. 17. Label all visibility triangles. 18. Show fire hydrant locations. 19. Provide adequate detailed responses to the written submittal requirements on the application form. You may attach additional sheets for your responses. 20. Provide adequate detailed responses to the Residential Infill Project Criteria on the application form. You may attach additional sheets for your responses. 21. Provide elevations for the proposed walls, with dimensions, and identify materials. 22. Explain with a plan note as to how the land outside of the proposed wall will be maintained. 23. Site data table and building elevations: state building heights. 24. The entrance road at the north appears to encroach within wetland setbacks. 25. See Section 3-803.C. for design requirements for fences and walls. 26. Identify all environmentally unique areas, such as watercourses, wetlands, tree masses and specimen trees, including a description and location of understory, groundcover vegetation and wildlife habitats. 27. Label all public and private easements. 28. Street lights are not labeled on the subdivision plan. 29. Site data table: State the official records book and page numbers of all existing utility easements. 30: Provide all signage information as requested on the application form. 31. The application form is missing Page 6 of 6. Please attach. If you have any questions, please do not hesitate to call me at 727-562-4836. Sincerely yours, fiti ~ G~ Michael H. Reynolds, AICP Senior Planner S:\Planning Department\C D B\FLEX\Pending cases\Up for the next DRC\Chautauqua 2301 Lake Chautauqua Avenue\Chautauqua 2301 Incomplete letter.doc ANSMISSION VERIFICATION REPOR ~_. TIME 11/06f2003 17:04 NAME PLAhJ FAX 7275624576 TEL 7275624567 DATE,TIME 11f06 17:02 FAX NO.fNAME 95246090 DURATION 00:01:41 PAGECS) 03 RESULT OK MODE STANDARD EChA _,~ Gulf Coast C ~n~. ~ E C E I V E D ~~7 ~~ Land Development Consulting ICOT Center 13630 58th Street N., Suite 110 Clearwater, FL 33760 Phone: (727) 524-.1818 Mr. Chip Gerlock, Development Review Manager City of Clearwater Planning Department 100 S. Myrtle Avenue, 2nd Floor Clearwater, F133756 OCT 2 ~ LUU3 PLANNING DEPARTMENT ^ITY OF CLEARWATER Re: Lake Chautauqua Site -Level One Flexible Standard Development Application Dear Mr. Gerlock: Per our meetings on this project attached are the items necessary to process the above referenced Flexible Standard Development Application (Residential Infill) per Section 2- 103 of the Clearwater Community Development Code. This is a Level One approval process requiring DRC approval. Enclosed please find: 1. Flexible Standard Development Application (13 copies) 2. Legal Description (13 copies) 3. Affidavit to Authorize Agent (13 copies) 4. Preliminary Site Plan (13 copies and one 8-1/2 inch x 11 inch reduction) 5. Landscape Plan (13 copies and one 8-1 /2 inch by 11 inch reduction) 6. Tree Preservation Plan (13 copies and one 8-1 /2 inch by 11 inch reduction) 7. Boundary Survey (13 copies) 8. Building Elevations (13 copies and one 8-1/2 inch by 11 inch reduction) 9. Review Fee check for $100 l0.One colored rendering of the overall site plan l l .One colored rendering of the entrance areas. The applicant, Rottlund Homes of Florida Inc. is seeking to develop 46 single-family detached homes on this 23 acre property. As you know this property is undergoing a rezoning to LDR and P and a Land Use Plan Amendment from RS (County) to RS (City) as case # LUZ2003-09010. Due to site constraints and environmentally sensitive areas on the site some of the lots are less than 10,000 square feet. The average lot size is proposed as 13,610 square feet and the average lot width is proposed as 80 feet. The residential subdivision has been designed to preserve as many significant trees as possible and respect jurisdictional wetland areas. We look forward to the upcoming DRC meeting on December 4, 2003. Please contact me if you have any questions. . • • Sincerely, /~`" Robert Pergolizzi, AICP Principal ashen, Principal Cc Mike Willenbacher, Rottlund Homes of Florida Inc. w/encl Lawrence Dimmitt Harry Cline Mark Klein File 03-001 September 29, 2003 Sutter Building Contractors, Inc. 5616 Gulf Drive New Port Richey, FL 34652 • Mr. Tim Curci 2946 Hadleigh Court Clearwater, FL 33761 RE: Application for Flexible Standard approval (FLS2003-09048) to construct a brick masonry wall to a maximum height of six feet, within the required 25-foot front setback along Landmark Drive, in association with a single family residence located at 3267 Landmark Drive, as a residential infill project, under the provisions of Section 2-103.B. Dear Mr. Curci: The Planning staff has reviewed your application to construct a brick masonry wall to a maximum height of six feet, within the required 25-foot front setback along Landmark Drive, in association with a single family residence located at 3267 Landmark Drive, as a residential infill project, under the provisions of Section 2-103.B. After a preliminary review of the submitted documents, staff has determined that the application is complete. Please provide the following: 1. A contact person at Sutter Building Contractors 2. Email address (if available); and 3. Letter of authorization to be signed and notarized for Sutter Building Contractors. The application has been entered into the Department's filing system and assigned the case number: FLS2003-09048. The Development Review Committee (DRC) will review the application for sufficiency on October 30, 2003 i n t he P Tanning D epartment c onference room -Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. Please call Sherrie Nicodemus, Administrative Analyst at 727.562.4582 no earlier than one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the committee may have regarding your application. Additional comments will be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to call me at 727-562-4604. Sincerely yours, John Schodtler Development Review Specialist S: (Planning DepartmentlC D BISlandnr~l FIexlPending Casesl3 -Next DRCILanrlmark Dr 3267 - CurcilLnnrimark Dr 3267 complete letter.doc .~1ar._~2 04 08:S3a Ma in S. Armstrong, Ph.D 7726 8790 p.1 ARMSTRONG ENVIRON1~fENTAL SERVICES, INC. P.O. Boz 518 Safety Harbor, Florida 34695 (727) 726-8896 (FAQ 726-8790 March 12, 2004 Sean P. Cashen, P.E.,_ Principal Gulf Coast Consulting, Inc. 13630 58~' Street North, Suite 110 Clearwater, Florida 33760 Via Fax: (727) 524-6090 RE: Upland Habitat/Protected Species Survey: 18-acre Lake Chautauqua Subdivision, Clearwater, Florida (Section 32, Township 28 South, Range 16 East, Pinellas County) Deaz Mr. Cashen: As you requested, Armstrong Environmental Services, lnc. (AES) has completed a Protected Species Survey for the above-mentioned 18-acre project to determine the presence or potential presence of protected species as listed by the Florida Fish and Wildlife Conservation Commission (FWC) or the US Fish and Wildlife Service (FWS}. The site is located east of Chautauqua Avenue and south of Second Avenue in Clearwater, Florida (Section 32, Township 28 South, Range 16 East}. AES conducted pedestrian and vehicular transects throughout the site in December 2003 and again in March 2004. The pedestrian transects were performed by trained biologists at 25' to 30' intervals throughout the scrub and Flatwoods habitat. During these surveys, AES did not observe any species listed as Endangered, Threatened or Special Concern on this site. Specifically, AI:S did not identify any active or inactive Gopher Tortoise (Gopherus pulyphemus) burrows on sitc. Although AES had previously identified a burrow on site, it is now considered abandoned and therefore no further action will be required. AES consulted the FWC Bald Eagle Locator web site to determine if any known eagle nests aze within the project site. It was determined no active bald eagle nests are located within one mile of the site. The nearest bald eagle nest is located approximately 2 miles southeast of this site off CR 590 east of McMullen Booth Road, which is well beyond their protection zone. The following is a list of the.non-listed species that were obscrved or whose tracks were observed on the site: 9-banded armadillo, raccoon, gray squirrel, mourning dove, cardinal, catbird, ground dove, mockingbird, blue jay, Carolina finch, brown thrasher, bobwhite quail, black vulture, castle egret, anhinga and turkey vulture. (C.~ .....r,~n~oo_nnA_gQ21 Armstrong Environmental Services, lnc ' P,eceived Time Mar•12, 9~47AM Mar _L2 04 08:53a Mar in S. Rrmstrong, Ph. D 7726 8790 p, 2 .~ Mr. Sean P. Cashen March 12, 2004 Page 2 Attached is a site location map and an excerpt from the Pinellas County Soil Survey with the approximate property limits identified. If you have any questions regazding this information, plcasc fccl free to call. Sincerely, S. Armstrong, Ph Enclosures cc: Mr. Randy Smith, Rottlund Homes of Florida, Inc., Via Fax: (727} 669-0997 File 0299-004 PF ~c:UR e c e i ~v e d Tim e~~M a r ~ 12 . 9.4 7AM Armstrong Environmental Services, Inc. G rP7ar .~2 04 08:53a ~, Ma~n;S. Rrmstrong, Ph.D 7726 8790 SITE LOCATION. MAP LAKE CHAUTAUQUA SUBDIVISION p.3 `.•~ ~ `- . -" .._.. --- - ~ ~ ~ sr~- . // ~ i1 I '~ i , ~ ~ ` 1 s i~ _ ----- 4 -r 1" l~_ ' _: . , . , '"ejR ~ .~' ~3 }^ ,~: Gc' yi !Y • ~ '7: jet" '~ .. yi~~:; v~.:. ''..~ S fj ,_ . _ , ir . '' ~~ )" ~. 'Sw~~ys~ ~y~v~`~~~ . y ` ~ + .` ~!*` `. tr , ' Received Time ,Mar'12• 9~41AM {C:~l:Yvi uwc~rvv-r-a~0.,~ Armstrong Environmental Services, ~I1C. s1`ar .~2 04 08: 54a Man S. Armstrong, Ph. D 7226 8790 p. 4 ., MY ~:~~ , .,~u . 1 My ,,- ,. . '.~, q. ;~~ .~ 1 ~ ~. 1 . :. ' -. 1 1 n.. .. ;. e ~. ~ 1 Code Name Descri tion Im Immokalee Fine This is a nearly level, poorly drained soil is on broad flats between sloughs. The water Sand table normally is at a depth of 10" to 40". It is within a depth of 10" for 1 or 2 months durin rain eriods and is below 30" durin rolo ed eriods. Or Orland Fine Sand, This nearly level, somewhat poorly drained sandy soil is on low ridges in the flatwoods Wet Variant and near the base of slopes on the upland ridge. The water table is between depths of 10" and 40" for 6 months or more in most years, and within a depth of 10" for i or 2 months durin wet eriods and below 40" durin drou h eriods. My Myalcka Fine This is a nearly level and poorly drained soil. It is found on broad fiats between sloughs Sand and swamps. The water table is at a depth of 10" to 30". Ii rises to the sarface for a short time durin wet eriods and falls below 30"durin extended eriods. Po Pamello Fine This nearly level to gently sloping, moderately well drained soil is on upland ridges in the Sand flatwoods. The water table is normally at a depth of 40" to 60" but may rise within a de th of 4U" for a short time durin wet eriods. SOILS MAP LAKE CHAUTAUQUA SUBDIVISION Received Time,Mar~12. 9~41AM (C:~Renorts~ulyy-uu~-x0.s ~ Armstrong Environmental Services, Inc. il.ake ~hau#~t~qua :WetFar~tlBUffel' adJa'Gent t0 Lake Chauatauqua Wetland Buffer includes average undisturbed buffer width of 30.8 feet along with the adjacent Floodplain Mitigation Area (proposed to be vegetated and planted) Vale#ative Upland Buffer is a uivalent to an avera eve etative buffer of 49.93 feet. f3uffe~ Width = 26 test ;' Travel Time (~~ 200 10.0556 hours ~~~1~~~1~, ~~ts~~ts.... Manrting's n = 0.45 RZ = 5.0 :in/hr S = 0.03 'ft/ft Factor of Safety, : 2 0 007 ((n)(W$)}~~ (1=q 3-1) 'f't (~R)0.6 j~)04 1 shallow steady, uniform, shaetflow 2 Copgtan#Intensity of rainfall excess (that par3 of a rain avalla6l~ inr ninoff) - 3 Ra1ryfait pArl~d or duration of;24 hours: ' 4 Mlnot~ ~ifect>~of ihfiltra6on on travQi time ~ ` f~ainfall deptk~ fciK the ~-year, 29-hour ratnfalC (p2) can' be assumed to be approximately equal to the depth of the mean annual (approx. 2 33-year return ~ frequency); 2+~. flour storm, Values far the mean annual, 24-hour storm can be abtalned from 1^igtre D-2 in the Southwest Florida Wa~~r Management blst-lct, "BNYIRONM.~NTAL RB80URCl= f'~EI~MI'n'INE3 INF©FZMAl'lQN MANUAL, MANAGEMENT Atdf~ 57bf2AC3F OF 1,~j_ SURfiAC~ Wl1T~tS," Secuotl $, Bests of Review. Yaiues of Manning's roughness ~befficlent (n) for Sheet flow can be abtalrted from Table ~ ~ b ~!/ . ~i t Gulf Coast Cowl ' ,Inc. Land Development Consulting ICOT Center 73630 58th Street N., Suite 110 Clearwater, FL 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 February 12, 2004 Ms. Deb Richter City of Clearwater Parks and Recreation Department P.O. Box 4748 Clearwater, Florida 33758 Re: Lake Chautauqua Subdivision Case No. FLS2003-10054 Dear Ms. Richter: Confirming our recent telephone conversations regarding the Lake Chautauqua subdivision, enclosed is the revised Assessment of Open Space /Recreation Impact for this proposed development. The Lake Chautauqua site lies within the four parcels identified as Parcel ID No. 32/28/16/00000/310/0100, Parcel ID No. 32/28/16/00000/240/0300, Parcel ID No. 32/28/16/00000/240/0400 and Parcel ID No. 32/28/16/14922/038/0400. Also enclosed are parcel information maps and printouts and a copy of the Site Plan sheet 6 detailing the Site Data table for this proposed development. Please review this .Assessment call me if you have any questions or need any additional information. Your assistance has been greatly appreciated. Sincerely, Principal Cc: Mike Willenbacher, Rottlund Homes of Florida Inc. AI Kesler, Kesler Design and Consulting, Inc. Harry Cline, MacFarlane Ferguson Fiie 03-001 S .. - !1F(; 2.6 '1003 ARMSTRONG ENVIRONMENTAL SERVICES, INC. P.O. Boz 518 Safety Harbor, Florida 34695 (727) 726-8896 (FAQ 726-8790 December 3, 2003 Sean P. Cashen, P.E., Principal Gulf Coast Consulting, Inc. 13630 58"' Street North, Suite 110 Clearwater, Florida 33760 RE: Environmental Narrative for Lake Chautauqua Subdivision Dear Mr. Cashen: ._ _ ., .f . - -, Via Fax 524-6090 As you requested, enclosed is the Environmental Narrative for submittal to the City of Clearwater and the Southwest Florida Water Management District (SWFWMD) for the above- mentioned 18 + acre project located east of Chautauqua Avenue and south of Second Avenue in Clearwater, Florida (Section 32, Township 28 South, Range 16 East, Pinellas County). This report includes the Wetland Mitigation Plan and the two SWFWNID Wetland Tables for submittal to this agency. If you have any questions concerning this information, please feel free to call. Sincerely, Martin S. Armstrong, Ph.D. President Enclosures cc: Mr. Randy Smith, Rottlund Homes of Florida, Inc. File 0299-004 PF (C:\Reports\0299-004-r01) Armstrong Environmental Services, Inc. • • ENVIltONMENTAL NARRATIVE LAKE CHAUTAUQUA SUBDIVISION December 3, 2003 INTRODUCTION The Lake Chautauqua Subdivision project is proposed for an 18 + acre site located east of Chautauqua Avenue and south of Second Avenue in Clearwater, Florida (Section 32, Township 28 South, Range 16 East, Pinellas County). The proposed project is to construct a 46-lot single-family subdivision on this site located on the west side of Lake_ Chautauqua. 1.0 EXISTING SITE CONDITIONS UPLANDS: The upland azea consists of three communities; a xeric pine/live oak community in the southwest corner, an improved pasture in the northwest corner and a pine Flatwoods community in the eastern half of the site adjacent to Lake Chautauqua, The construction of a 2.5 acre borrow pit in the northwest corner of the site (sometime after 1972 when the Pinellas County Soil Survey was produced) resulted in disturbing this area of the site. The primary vegetation now in this "improved pasture" community is Bahia grass (Paspalum notatum) and St. Augustine grass (Stenotaphrum secundatum) with evidence of earthmoving throughout. The xeric pine/live oak community in the southwest corner (south of the borrow pit) is dominated by sand pine (Pinus clausa) with a dense saw palmetto (Serenoa repens) understory. Subdominants aze live oak (Quercus virginiana), muscadine grape vine (Vitis munsonia), greenbriaz (Smilax laurifolia), Chapman's oak (Quercus chapmanii), broomsedge (Andropogon sp. ), and fetterbush (Lyonia ferruginea). Many of the sand pines aze dead and fallen, probably due to the lack of fire in this community for some time. Live oak clusters are found in the southern portion of this community. The pine Flatwoods community is located in the eastern portion of the site. This community has been disturbed throughout by clearing activities and the location of two residences, which has resulted in the invasion of many nuisance and exotic wetland and upland species. Typically, the east-west fence rows aze dominated by Brazilian pepper (Schinus terebinthifodius), laurel oak (Quercus laurifolia), live oak (Q. virginiana), Australian pine (Casuarina litorea), cabbage palm (Sabal palmetto), sand pine, slash pine (Pinus elliottii), longleaf pine (Pinus palustris) and Melaleuca or punk tree (Melaleuca quinquenervia). The cleared azeas between the fence rows are vegetated with the following herbaceous species; Bahia grass, broomsedge, goldenrod (Solidago sp.), sedges (Cyperus), muscadine, hairy indigo (Indigofera hirsuta), dog fennel (Eupatorium capillifolium), skunk-vine (Paederia foetida), and various ruderal grasses and sedges. The two man-made structures on the property are single-family homes with three storage shed out-buildings and a caboose located in the southern portion of the site which is sitting on railroad tracks next to a tennis court_ WETLANDS: The wetland limits for the project were established in the field by Trudy Killeen of Peacock and Associates, Inc. and were verified by Rick Perry (SWFWIVID, Tampa Service Office) and Chip Heintz (Pinellas County Development Review Services) on November 26, 2001. The wetlands consist of the western edge of Lake Chautauqua and the isolated, upland-cut borrow pit located in the northwest comer of the site as described below. Seasonal highwater elevations were (C:\Reports\0299-004-rfll) 1 Armstrong Environmental Services, Inc. • ~ estimated for the borrow pit but not for Lake Chautauqua. AES established wetland hydroperiods for both Lake Chautauqua and the borrow pit. Wetland #1 .(Lake Chautauqua, 3.02 acres within the project area): The wetland jurisdictional limits of this lake ranges from 10' to 70' uphill of a definitive scalp line on the lake edge that is typically found on larger lacustrine systems. Waterward of the scarp line is typical littoral vegetation consisting of cattail (Typha latifolia), primrose willow (Ludwigia peruviana), southern willow (Saliz caroliniana), pickerelweed (Pontederia cordata), smartweed (Polygonum sp.), arrowhead (Sagittaria lancifolia). The cattail and primrose willow dominate this portion of the community, ranging from a 10' wide band out to 50' or more into the lake. Considerable areas of fragrant water lily (Nymphaea odorata) and spatterdock (Nuphar luteum) are also present in this zone and out into deeper water in the lake. At the scarp edge (probable historical edge of water), the dominant species are Melaleuca, wax myrtle (Myrica cerifera), red maple (Ater rubrum), Chinese tallow (Sapium sebiferum), broomsedge, blackberry (Rubus sp.) and greenbriar dominate. The wetland area between the lake edge and the uplands is primarily vegetated with wetland and upland herbaceous species such as broomsedge; Maidencane (Panicum hemitomon), mockbishop weed (Ptilimnium capillaceum), Caesar weed (Urena lobata), goldenrod, canna lily (Canna flaccida), goose grass (Eleusine indica), Johnson grass (Sorghum halipense), hairy indigo, primrose willow, dogfennel, muscadine grape vine, bahia grass and a few buttonbush (Cephylanthus occidentalis). The organic content of the soil in this zone is very high as it appears to be wood mulch that may have been placed in this area due to the large size of partially decomposed organic material. The USFWS Classification for the portion of this wetland on the site is Lacustrine, Littoral, Emergent Wetland (LLE). This habitat is very similar to the Palustrine Emergent (PEM) but is classified differently since it is adjacent to an open water body. The seasonal highwater (5HW) and normal pool (NP) elevations of Lake Chautauqua that were established by AES on November 22, 2003 are 84.65' and 83.97', respectively (NGVD). The lake water level was at elevation 83.27'. Of significant interest is the outfall of this lake which is through a man made canal and a 24" pipe under Lake Shore Drive in the extreme southwest comer. This 24" PVC pipe was very recently constructed and it is not certain why or by whom. However, the siltation or shoaling in the ditch south of Lake Shore Drive is controlling the water level in the lake at the existing 83.3' elevation since the inverts of the 24" PVC pipes are 82.44' and 82.39' for the north and south ends, respectively. Therefore, maintenance dredging of this outfall ditch could lower the water level of Lake Chautauqua to the 82.44' elevation. AES observed a concrete weir structure at this location within the last six months. The Seasonal Highwater (SHW) and normal pool (NP) elevations for the Lake Chautauqua wetland were established by AES at 84.65' and 83.9', respectively. These hydroperiod elevations were based on lichen lines (SHW) and adventitious rooting (NP). SWFWMD has not reviewed these elevations. (C:\I2eports\0299-004-r01) 2 Armstrong Environmental Services, Inc. • ~ Surface Water #1 (2.55 +_ acres): This is an upland-cut borrow pit that was constructed after 1972 as evidenced by the uneven landforms and linear spoil mounds that remain throughout the area. The south half of the borrow pit is primarily open water since the depth is up to 16 feet with an average depth of approximately 9 feet. The vegetation is limited to the perimeter of this area with fragrant water lily growing out to about a depth of 6' to 7'. The side slopes are about 2:1 along the southern edge so littoral vegetation such as torpedo grass, red root, broomsedge, swamp fern, spatterdock and primrose willow limited to the water's edge. The north half of the borrow pit is much more shallow, averaging approximately 1' of depth and being dominated by nuisance species, primarily torpedo grass, Melaleuca and primrose willow. An upland berm separates the two halves of the borrow pit and is dominated by slash pine, saw palmetto and Melaleuca. The northwest corner of the borrow pit is totally dominated by large Melaleuca trees up to 14" DBH and precluding any understory due to the dense canopy. The USFWS Classification for the south half of the borrow pit is Palustrine, Unconsolidated Bottom (PUB) and the north half is Palustrine, Emergent (PEM). The upland buffer surrounding this borrow pit is very narrow due to constant mowing. The buffer is about 5' to 10' wide and dominated by Brazilian pepper and Melaleuca with wax myrtle, laurel oak, mimosa, long leaf pine, sand pine and muscadine as subdominants. The seasonal highwater (SHW) elevation for this surface water were established by Peacock and Associates in 2001; SHW #1 was 89.58'. AES set another SHW in the northwest corner at 89.56' based on lichen lines and the upper scarp; and a normal pool (NP) at elevation 88.56, based on the lower scarp line and adventitious rooting. The 1' +_ difference between the SHW and NP elevations is pretty typical for a disturbed, isolated system like this borrow pit. Lowering the water level in this surface water will have little impact on the vegetation since the majority of the vegetation is invasive in nature and used to large fluctuations in water level. 2.0 PROTECTED SPECIES Preliminary pedestrian transects were conducted throughout the entire site to determine the potential presence and activity status of protected species (endangered, threatened or special concern species) as identified by the US Fish and Wildlife Service (USFWS) or the Florida Fish & Wildlife Conservation Commission (FWC, formerly known as the Florida Game & Freshwater Fish Commission). During the field reviews and research conducted to prepare this report, the consultant observed one (1) gopher tortoise burrow in the southern portion of the site within the sand pine community. No other protected species were observed on the subject property. AES consulted the FWC Bald Eagle Locator web site to determine if any known eagle nests are within the project site. It was determined no active bald eagle nests are located within one mile of the site. The nearest bald eagle nest is located approximately 2 miles southeast of this site off CR 590 east of McMullen Booth Road, which is well beyond their protection zone. The following is a list of the species that were observed or whose tracks were observed on the site: 9-banded armadillo, raccoon, gray squirrel, mourning dove, ground dove, mockingbird, blue jay, bobwhite quail, black vulture, cattle egret, great blue heron, anhinga and turkey vulture. AES has not contacted either the USFWS or the FWC concerning the status of protected species on this site. (C:~Reports~0299-004-r01) 3 Armstrong Environmental Services, Inc. • ~r 3.0 SOILS The on-site soils as identified in the Pinellas County Soil Survey (1972) consist of the following: UNIT SOIL NAME & DESCRIPTION Im Immokalee fine sand: A nearly level, poorly drained soil on broad flats between sloughs. The water table normally is at a depth of 10" to 40". It is within a depth of 10" for 1 or 2 months during rainy periods and is below 30" during prolonged dry periods. Po Pomello fine sand: A nearly level to gently sloping, moderately well drained soil on upland ridges and on isolated small ridges and knolls in the Flatwoods. The water table is normally at a depth of 40 to 60 inches, but may rise within a depth of 40 inches for a short time during wet periods. Or Orlando fine sand, wet variant: A nearly level and somewhat poorly drained sandy soil is on low ridges in the Flatwoods and near the base of slopes on the upland ridge. The water table is between depths of 10" and 40" for 6 months or more in most years, and within a depth of 10 inches for 1 or 2 months during wet periods and below 40" during droughty periods. 4.0 PROPOSED CONDITIONS The proposed site plan is to develop the site as a 46-unit single-family subdivision with the associated roadways, stonmwater treatment facilities and other infrastructure improvements. Two stormwater treatment ponds will be constructed on the south side of the Surface Water #1 (SW #1); one will treat the stormwater runoff from the eastern portion of the site and one will function as a pre-treatment pond (sediments and oiUgrease removal) for treatment of stormwater prior to discharging into SW #1. The site slopes from west to east. Therefore, in order to treat the stormwater from the eastern half of the site without requiring massive amounts of fill, which would effectively eliminate all the trees on the site, the plan is to lower the water level in the first stormwater treatment pond about 2 feet and isolate it from the surrounding areas with a plastic liner to eliminate any dewatering effects on the surrounding groundwater and surface water. The man-made borrow pit (SW #1) will be utilized for stormwater treatment after it has been enhanced by deepening to eliminate the nuisance and exotic Melaleuca and Brazilian pepper trees and the torpedo grass and primrose willow. The shallow portion of this wetland will be excavated to a depth of approximately 8' in the northern half to accomplish this task. The eastern end of SW #1 will be replanted with native aquatic plants to provide a littoral zone for final stormwater treatment. In addition, a small ditch on the north side of SW #1 will be filled for lot grading purposes (Wetland Impact Area #1 = 683 square feet or 0.016 acres). This ditch is currently vegetated with nuisance species primrose willow, cattails and torpedo grass, which provide minimal habitat for the wetland. Mitigation for impacting this ditch will be in the form of Wetland Enhancement of this borrow pit as discussed in the Wetland Mitigation Plan below. ~ al.^ v i~~,?.r~~~.r1,z1F1 A#~!.-a - t '1 + tl C at t ..1 a --sue a.~,_a.., a~ a ~ Y We are proposing to enhance the littoral zone of Lake Chautauqua along the length of the project by removing exotic and nuisance (C:\Reports\0299-004-r01) 4 .Armstrong Environmental Services, Inc. • species such as cattail, primrose willow, Brazilian pepper, Melaleuca, bamboo and southern willow, as discussed in the Wetland Mitigation Plan below. 5.0 UPLAND/WETLAND BUFFERS The upland buffer adjacent to Lake Chautauqua is currently disturbed due to previous agricultural activities such as mowing, land clearing and infestation of nuisance species. This area will be excavated in several areas to the seasonal highwater elevation (84.65') to provide 100-year floodplain compensation in a zone ranging from zero to 70' wide and averaging approximately 25 feet. This area will provide adequate buffer from the development for the wetland area. There is no proposed buffer adjacent to the Upland-cut borrow pit. 6.0 WETLAND IMPACT AVOIDANCE AND MINIMIZATION PLAN This project has been designed to avoid and minimize impacts to natural wetlands wherever possible. The only two permanent wetland impacts are to fill a 0.016-acre ditch on the north side of the surface water for a total of 0 0.016 acres of wetland impacts ( 683 square feet). The Applicant has taken significant steps to avoid and/or minimize wetland impacts throughout the project area by eliminating all previously proposed wetland impacts along Lake Chautauqua. jNote the proposed 0.012 acre Lake Chautauqua wetland impact has been eliminated) 7.0 WETLAND MITIGATION PLAN To compensate for the proposed SWFWMD wetland impacts, the Applicant proposes to enhance the littoral zone of Lake Chautauqua and to enhance the Surface Water #1 as follows: Lake Chautauqua Littoral Zone Enhancement (E-1~ The nuisance species cattail, primrose willow, Brazilian pepper, bamboo, Melaleuca and southern willow will be removed from the littoral area of Lake Chautauqua adjacent to the project; an area approximately 1000 linear feet of lake edge, waterward approximately 50' from the wetland jurisdictional line into the lake. Within this zone, the above-mentioned nuisance species have become established. These species will be treated with aquatic-labeled herbicides and manually removed from the site, if possible. The area will be enhanced by installing the native emergent species shown in the Planting Schedule of E-1. Because there are ample native species in the area for recruitment, this enhancement is only to provide additional plants within the first 20' waterward of the wetland line. The proposal is to enhance an area approximately 0.5-acres in size at the existing lake edge and provide adequate maintenance as discussed below until the native aquatic species become reestablished within this zone. Surface Water #1 Enhancement (E-2~ The invasion of Melaleuca and Brazilian Pepper in this borrow pit over the last 30 years has created a huge seed source for these species to propagate throughout the Lake Chautauqua drainage area. The City of Clearwater has removed these species from the City Park on the opposite side of the lake, but are continually fighting reinfestment. Therefore, we propose to deepen the borrow pit in order to insure this species will not reinfest this surface water. This will be accomplished by deepening the north half of the borrow pit to a minimum depth of 6' below normal water level, remove all of the Melaleuca and Brazilian pepper on the site and replant natives in the existing shallow littoral zone located at the east end of the Surface Water, an area approximately 0.4-acres in size, as shown in the Planting Schedule of E-2 (C:~Reports\0299-004-r01) 5 Armstrong Environmental Services, Inc. • ~r (below). The maintenance program will be conducted at the same time as the Lake Chautauqua Littoral Zone Maintenance, which will insure both of these water resources are not dominated by the nuisance and exotic species. LAKE CHAUTAUQUA SUBDIVISION ENHANCEMENT AREA E-1 PLANTING SCHEDULE S ecies Common Name Elev. O.C. Size E-2 Pontederia cordata Pickerelweed 84' - 82' 3' BR 1,000. Sa 'ttaria lanci olia Arrowhead 84' - 82' 3' BR 1,000 TOTAL 2,000 NOTES: E-1 is the littoral zone of Lake Chautauqua from the wetland jurisdictional line out 50' into the lake where the nuisance species cattail, primrose willow, bamboo, Brazilian pepper and southern willow have been removed; BR =bare root, 1-gal. equivalent root ball size; O.C. = on- centerplanting centers. SHW = 84.65'; NP = 83.9' NGVD LAKE CHAUTAUQUA SUBDIVISION ENHANCEMENT AREA E-2 PLANTING SCHEDULE S ecies Common Name Elev. O.C. Size E-2 S artina bakeri Smooth cord s 88.6 - 89.0' 3' BR 200 Juncus e Soft rush 88.6' 3' BR 100 Panicum hemitomon Maidencne 88.6' - 87.0' 3' BR 200 Pontederia cordata Pickerelweed 87.0 - 86.0' 3' BR 200 Sa ittaria lanci olia Arrowhead 87.0 - 86.0' 3' BR 200 N m haea odorata Fra .Water lil 86.0' - 85.0' 3' BR 200 TOTAL 1,100 NOTES: E-2 is the eastern end of the 2.55 acre surface water; BR =bare root, 1-gal. equivalent root ball size; O.C. = on-center planting centers. SHW = 89.6'; Proposed SHW = 89.0'; NP = 88.6' NGVD. WETLAND MITIGATION MAINTENANCE PLAN Maintenance of Enhancement Areas E-1 and E-2 will be conducted on a monthly basis to insure that these mitigation areas are meeting the success criteria of 85% cover of beneficial native species and less than 5% cover of nuisance species. The work effort conducted during the maintenance events will consist of removing nuisance and exotic aquatic and/or upland species within the Enhancement Areas such as cattails, primrose willow (Ludwigia peruviana), torpedo grass, Brazilian pepper, sesbania, bamboo, dogfennel, Mikania, southern willow and water hyacinths utilizing either manual or chemical methods. If chemicals (aquatic-labeled herbicides) are utilized, they will be applied under the supervision of a state certified Aquatic Pesticide Applicator utilizing techniques to minimize damage to non-target species. (C:\Reports\0299-004-r01) 6 Armstrong Environmental Services, Inc. • ~ WETLAND MITIGATION MONITORING Enhancement Areas E-1 and E-2 will be monitored for athree-year period as follows; an initial report following plant installation followed by semi-annual monitoring events for three (3) years for a total of seven (7) monitoring events or until the success criteria has been met after one- year with no human intervention. Monitoring will consist of the providing the following data within 30 days of each event: 1. Water level elevation. 2. Percent survival of planted species. 3. Percent cover of naturally recruited species (beneficial and nuisance). 4. Color photographs from a fixed reference point. 5. Extent of maintenance efforts conducted since the last monitoring report. 6. Height, crown width and diameter at breast height (DBH) of 20% of the forested species (where applicable). The initial monitoring report will include the as-built certification of the wetland mitigation area. Monitoring reports will be submitted within 30 days of the event to the Southwest Florida Water Management District and the City of Clearwater. (C:\Reports\0299-004-~1) 7 Armstrong Environmental Services, Inc. TABLE ONE: PROJECT WETLAND AND OTHER SURFACE WATER SUMMARY: Lake Chautauqua Subdivision, S-T-R/32-28-16, Pinellas County WL & WL & SW WL & SW WL & SW TEMPORARY PERMANENT MITIGATION w SW ID TYPE SIZE NOT WL & SW WL & SW AREA ID IMPACTED IMPACTS IMPACTS WL & IMPACT IMPACT WL & SW IMPACT IMPACT SW SIZE TYPE TYPE SIZE TYPE TYPE SY: P SY: L W#1 CL: EM 3.020 ac. ac. CL: LT F E-1 3.020 ac. SY: P SY: P SW#1 CL: EM 2.550 ac. 2.534 ac. CL: EM 0.016 ac. F E-2 PROJECT I TOTALS 5.570 ac. `. $ ac. 5.554 ac. 0.016 ac. WL =Wetland, SW =Other Surface Water , ID =Identification number, letter, etc., * =Exempt Wetland Wetland Type: From the USFWS Classification of Wetlands and Deepwater Habitats of the United States, as follows: SYSTEM: M = Marine; E = Estuarine; R = Riverine; L = Lacustrine; P = Palustrine. SUBSYSTEM: ST = Subtidal; T =Tidal; IT =Intertidal; LP =Lower Perennial; UP =Upper Perennial; I =Intermittent; LM = Limnetic; LT = Littoral; NO =None. CLASS: RB =Rock Bottom; UB =Unconsolidated Bottom; AB =Aquatic Bed; RF =Reef; SB =Stream Bed; RS =Rocky Shore; US = Unconsolidated Shore; EM =Emergent Wetland; SS =Scrub-Shrub Wetland; FO =Forested Wetland. ,~ WL & SW SIZE: S =Southwest Florida Water Management District; A = US Army Corps of Engineers 1w Impact Type: D=Dredge; F = Fill; H =change hydrology; S = shading; C = clearing; O =other Multiple entries per cell not allowed; except in the "Mitigation ID" column. If more than one impact is proposed in a given area, indicate the final impact. (C:\Reports\0299-004-r01) 8 Armstrong Environmental Services, Inc. COMMENTS: NOTE: Target Type or .Type =Target or existing habitat type from an established wetland classification for nortwetland mitigation. (C:\Reports\0299-004-r01) 9 Armstrong Environmental Services, Inc. Dec~l6~ 2003 9;37AM ~,,,, Gulf Coast Coaotsulting, Inc. X.snd ~e~relopment Consu~lti~ug ! 3630 58th St. N., Suite #1 ! 0 Clearwater, Rorlda 337b0 Phone; {727) 524-1818 Fax: (727) SZ4-b090 No~fil64 F. 1 ,~+,~: Marda4py Instrae:tions: D Iteg~tflar Mail O OrlfemigM IYiaoil O Notfll® to I~olbw Me~>st~ee The infom~a~on cor~ined in this trerl3miseion is privileged and confidertbal. K is inended for the use of ttte individual or 81Wty Warned above. If the roader of this maeaage is not the intended eddr~ee. the reader is het~y notified that any consideration, dissemination or dupliatltion Of tits OOrmtunlOatlAn k stncf3y prohit>i4ad. t{ the recipient has n3oeiv~ed this vommunir~otlon In emDr, Pease nYtunt this bananlsalort to us at the address above by med. M this oowmr+unication was received in th® U.S., please notify us imrrtediatehr by Phone. ..,,~ THANKYOlJI 6ec~l~• 2003 9~38Ah9 • • AR.'lISTR011'G ENVIRONMENTAL SERVICES, IR'C. P.O. Box 518 Safety lEfaxbor, k'lo~cida 34b95 (727) 726-8896 (l~A.~) 726-8790 December 3, 2003 Seats P. Cashen, P.E., Principal Gulf Coast Consulting, Inc. 13630 58~' Street North, Suite 110 Clearwater, Florida 33760 RE: Environmental Narrative for Lake Chautauqua Subdivision Dear Mr. Cashen: No~6i64 p• 2 Via Fax 5246090 As you requested, enclosed is the Environmental Narrative for submittal to the Ciry of Clearwater and the Southwest Florida.. Water Management District (SWFW:vID) for the above- rnentioned 18 +_ acre Project located east of Chautauqua Avenue and south of Second Avenue in Clearwater, Florida (Section 32, Township 28 South, Range 16 East, Pinellas County). This zeport iztcludes the Wetland Mitigation Pian and the two SWFWMD Wetland Tables for subamittal to this agency. If you have any questions concerning this information, please feel free to cad., Sincerely, Martin S. Armstrong, Ph.D. President Enclosures cc: Mr. Randy Smith, Rottlund Homes of Florida, Inc. File 0299-004 PF {C:1Relsorta;0299-004-r01) ,A.rzx~st~ong ~nvuo~mez~taJ Sezvices, Zuc. ' Dec~l~~ 2033 9:33P,M ~ Cdo.Elfi4 F. 3 ENVIRONMENTAL NARRATIVE LAKE CHAUTA€IQUA SUBDIVISION December 3, 20U3 INT1l20DUC'I'~ON The Lake CTututauqua Subdivision pzojeet is proposed foz arx 1.$ + acne site located east of Chautauqua Avenue and south of Second Avenue in Clearwater, Florida {Section 32, Township 2$ South, Range l6 East, Piziellas Couxaty). The proposed project is to construct. a 46-lot single-family subdivision on this site located on the west side. of Lake Chautauqua. 1.0 E~STIN~ SITE CONDITIOI~IS UPL,A.NDS: The upland axes comsists o£ three co~aaaun~ities; a xezac pioe/live oak. cozxz~muxzity in the southwest coiner, azx ixnpzoved pasture iz~ the northwest corner and a pi~~,e F`latwoods coxazz~,uzuty aaz tlae easterna half of the site adjacezat to Lake Chautauqua. ~'he co-astructxon of a 2.5 acne boxr.'aw pi.t izx kl~e zzozthwest cozxa.ez of the site (soxxzetiaaae aftez 1972 when the Pinellas County Soil Survey was produced) resulted izx disturbing this axes of the site. The primary vegetation now in this "improved pasture" community is Bahia grass (Paspalum notatum) and St. Augustine grass (Stenotaphr-um seeundatum) with evidence of eax•thmoving throughout. The xeric pineJlive oak community in the southwest corner (south of the borrow pit) is dominated by sand pine {Pinus clause} with a dense saw palmetto (Serenoa repens) understory. Subdominants are live oak (Quartos virginiana), muscadine grape vine (vitas munsonia), greenbriar (Smilax laurifolia), Chapman's oak (Quartos chapmanii), broomsedge (Andropogon sp.), and fetterbush (Lyonia fen~sginea). Many of the sand pines are dead and fallen, probably due to the lack of fire in this community for some time. Live oak clusters are found in the southern portion of this community. The pine Flatwaods coxnmuruty is located irz the eastern portioax o£the site. This community has been disturbed throughout by cleaning activiries and tla.e location. o~f two resideoces, which has resulted ire the imvasiozz of xnazay xauisarice and exotic wetlazzd azxd upland species. 'T'ypically, the east-wes# fence rows are dominated by Brazilian pepper {Schinus terebinthifolius), laurel oak (Quartos laurifolia), live oak {Q. virginiana), Australian pine {Casuarina litorea), cabbage palm (Sabel palmetto), sand pine, slash pine (Pinus elliottii}, longleaf pine (Pinus pal~cstris) and hielaleuca or punk tree (Melaleuca quinquenervia). The cleared areas between the fence rows are vegetated with the following herbaceous species; Bahia grass, broomsedge, goldenrod (~Solidago sp.), sedges (Cyperus), muscadine, hairy indigo {,lndigofera hirsute), dog fennel (Eupatorium capirrifoliuan}, skunk-vine (Paederia foeticla}, and various ruderal grasses and sedges. The two mart-made structures on the property are single-family homes with three stozage shed out-buildings and a caboose located in the southern portion of the site which xs sitt~ixag om railzoad tzaclss next to a tezunis count. WE'T'LAbIT7S: The-~klamd limits foz tlxe pzvject wez•e established im the fZeld by Tzudy K.illeem of Peacock and Associates, TmC. and were vezi£ed by Rick Pezzy (SWk'WMD, Ta:oopa Sezvice pfh.ce) and Chip 1-leintz (Pinellas County Developtnezat Review Services} ova Novexnbex 26, 2001. The wetlands consist of the western edge of Lake Chautauqua and the isolated, upland-cut burrow pit located in the northwest corner of the site as described below. Seasonal highwater elevations were (C:~Reports~0299-004-t~1) 1 ,~zxustrvng ~avioCOA~a]elatal Services, Tazc. Dec,iS, 2003 9,39AM No.61E4 P. 4 estimated for the borrow pit but not for bake Chautauqua. AES established wetland hydroperiods for bath Lake Chautauqua. and the borrow pit. Wetland #I. (Lake Chautauqua, 3A2 aczes wittaiz~ the pzoject area): Tlae wetland jurisdictional lxzoats of tlxis lake ranges £roxxa l0' to 70' uphill of a definitive scarp line on the lake edge that is typically found oz~ lazgez lacustrizxe systems. ~rVaterward of the scarp line is typical littoral vegetation consisting of cattail (7~pha lat~;folia), primrose willow (Ludivigia peruviana), sauthez~ willow (Salix caroliniarra), pickerelweed (~'ontederia cordaia}, smartweed (Folygonurn sp.), arrowhead (Sagittaria lanc~folia}. The cattail and prirnrase willow dominate this portion of the community, ranging from a 10' wide band out to SO' or more into the lake. Considerable areas of fragrant water lily (Nymphaea odorata) and spatterdock (Nuphar IuPeum) are also prese~~t in this zone and out into deeper water in the lake. At the scarp edge (probable historical edge of water), the dominant species are Melaleuca, wax myrtle (~4~Syrica cerifera}, red maple {Ater rubrum), Chinese tallow {Sapiursz sebiferum}, broomsedge, blackberry (Rubes sp.} and greenbiiar dominate. The wctland area between the lake edge and the uplands is primarily vegetated with wetland anal upland herbaceous species such. as bxoomsedge, Maidencane (Panicum hemitomon), mockbishop weed (Ptilimnium capillaceum), Caesar weed (Urena dobata), goldenrod, canna lily (CantYa ~Zaccida), goose grass (Eleusine ituiica), Johnson grass (Sorghum halipense), hairy indigo, primrose willow, dogfennel, muscadine grape vine, bahia grass and a few buttonbush (Cephyla~athus occidentalis}. Tike organic content of the soil in tris zone is very high as it appears to be wood mulch that may have been placed in this area due to the large size of paztially decomposed organic maternal. The USFWS Classification for the portion of this wetland on the site is Lacustrine, Littoral, Emergent Wetlamd (LLE). This habitat is very sixzail.ar to tlke Palustrixxe Eznexgent (PEM) but is classified diffetently since it is adjacent to an open water body. The seasonal highwater (SifiW) and normal pool (NP) elevations of Take Chautauqua that were established by AES on November 22, 2003 are 84.65' and 83.97', respectively (NGVD). The. lake water level was at elevation 83.27'. Of significant interest is the outfall of this lake which is through a man made canal and a 24" pipe under Lake Shore Drive in the extreme southwest coiner. This 24" PVC pipe was very recently constructed and it is not certairk vrkty or by whom. However, the siltation or shoaling in the ditch south of Take Shore Drive is cozktzolling the water level i~ the lake at tike existing 83.3' elevation since the inverts o£ the 24" PVC pipes are 82.44' and 82.39' for the north and south ends, respectively. Therefore, r~nazntenance dredging of this outfall ditch could lower the water level of Lake Chautauqua to the 82.44' elevation. AES observed a. concrete weir structure at this location within the last six moNhs. The Seasonal Highwater (SHW} and wetland were established by AES a elevations were based on lichen lines not reviewed these elevations. normal pool {NP) elevations for the Lake Chautauqua t 84.65' and 83.9', respectively. These hydroperiod (SHW} and adveaatitious rooting (NP). SWkyVMD bas {C:1Repottis10299-004-~1) 2 ,~sbroAg ~mvizOnuvaeA.tal Se~vjceS, J3ac_ ' [sec ~ 15 ~ 2003 9 ; 39AM Na,61fi4 P. 5 SuKface Water #~ (2.55 ± acres): Tbas is as upland-cut bozxow pit tb.at was constructed after 1972 as evidenced by the uz~evez~.laz~dfozzza~.s and lixzeaz spoil znou~ads that remain throughout the area. The south half of the borrow pit is primarily open water since the depth is up to 1 ~ feet with an average depth of approximately 9 feet. The vegetation is limited to the perimeter of this area with fragrant water lily growing out to about a depth of 6' to 7'. The side slopes are about 2:1 along the southern edge so littoral vegetation such as torpedo grass, red root, broomsedge, swamp fern, spatterdock and primrose willow limited to the water's edge. The north half of the borrow pit is much more shallow, averaging approximately 1' of depth and being dominated by nuisance species, primarily torpedo grass, Melaleuca and primrose willow. An upland berm separates the two halves of the borrow pit and is dominated by slash pine, saw palmetto and Melaleuca. The northwest corner of the borrow pit is fatally dominated. by large Melaleuca trees up to 14" DBH and precluding any understory due to the dense canopy. The USFWS Classification for the south half of tie borrow pit is Palusfrine, Unconsolidated Bottom (PL'B) and the north half is Palustrine, Emergent (PEM). The upland buffer surrounding this borrow pit is very narrow due Co constant mowing. The buffer is about 5' to 10' wide and dominated by Brazilian pepper and Melaleuca with wax myrtle, laurel aak, mimosa, long leaf pine, sand pine and muscadine as subdominants. The seasonal Zaighwater (SHW) elevation for this surface water were established by Peacock and ,Associates im 2001; SHW #1 was 89.58'. AES set another SHW in the northwest cornet at 89.56' based on lichen lines and the upper scarp; and a normal pool (1~TP) at elevation 88.56, based on the lawez scarp line anal adventitious rooting. T'he 1' +_ dit'ference between the SHW and NP elevations is pretty typical foz a distuzbed, isolated systerxx like this borrow pit. Lowering the water level in this surface water will have little impact on the vegetation since the majority of the vegetation is invasive in nature anal used to large fluctuations im water level. 2.0 PROTECTED SPECIES Preliminary pedestrian transects were conducted throughout the entire site to determine the potential presence and activity status of protected species (endangered, threatened or special concern species} as identified by the US Fish and Wildlife Service (USFWS} or the Florida. Fish & Wildlife Conservation Comnussion (FWC, formerly known as the Florida Game & Freshwater Fish Coraaz~aission). Dtu7iztg the field reviews and research conducted to prepare this xepozt, the consultant observed one (1) gopher tortoise buxzow in the southern portion of the Site withirx the sand pine coumity. biv odaez px~tected species weze observed oo. `,he subject property. AES consulted the FWC Bald Eagle 1/ocatoz web site to detezAx~ixxe if any kzaowxx eagle nests are within the project site. Tt was determined no active bald eagle nests are located within one mile of the site. The nearest bald eagle nest is located approximately 2 miles southeast of this site off CR 590 east of McMullen Booth Road, which is well beyond their protection zone. The following is a List. of the species that were observed or whose tracks were observed vn the site: 9-banded armadillo, raccoon, gray squirrel, mourning dove, ground dove, mockingbird, blue jay, bobwhite quail, black vulture, cattle egret, great blue heron, anhinga and turkey vulture. AES has not contacted. either the TJ5'FWS or the FWC concerning the status of protected species on this site. (C:\Rcports\0299-004-r01) 3 Armstrong Envv~onmental Services, Inc. Dec?5~ 2003 9.40AM ~ No~61.64 P. 6 3.0 SOILS The on-site soils as identified in the Pinellas County Soil Survey (1972) consist of the following: UNIT SOIL NAME & AESCRiI'T10N Im lztsxnokalee fine sand: A, nearly level, pooxly drained soil on bzaad flats between slows. Tlxe watez table noxaxially is at a depth, of l 0" to 40". It is witbir~ a depth of Z O" foz l vz 2 zzaooths during zainy periods and is below 30" during prolvxzged dry periods. Po Poxzzelly fine sand: A .nearly level to gently sloping, rzaoderately well dzained soil on upland ridges and on isolated small ridges and laaolls iz~ the Platwoods. The water table is norxx~,ally at a depth of 40 to 60 inches, but znay rise withizx a depth of ~0 ilC~ches foz a short tinge duxiz~.g wet periods. Or Orlazado axe sand, wet variant: A nearly level az~d somewhat poozly draiuaed sandy soil is on low ridges iz~ the 1~latwoods and rxear the base of slopes on the uplatad xidge. The water table is between depths of 10" and 40" for 6 months ox more in most years, and within a depth of 10 inches for 1 or 2 months during wet periods and below a0" durixxg droughty periods. 4.0 PROPOSED CONDITIONS ThE proposed site plan is to develop the site as a 46-unit single-family subdivision with the associated roadways, stannwater treatment facilities and other infrastructure improvernents. Two stormwater treatment ponds will be constructed on the south side of the Surface Water #1 (SW #1}; one will treat the stormwater runoff from the eastern portion of the site and one will function as a pxe-treatment pond (sediments and oil/grease removal} for treatment of stormwater prior to dischaxging into SW #1. The site slopes from west to east. Therefore, in order to treat the stormwatex from the eastern half of the site without requiring massive amounts of fill, which would effectively elanninate all the trees on the site, the plant is to lower the .water level in the first stozzx~water treatment pond about 2 feet and isolate it froru the surcouttdirtg areas with a plastic linex to elin~i~aate any dewatezing effects ox~ the suxrourading gzoumdwatez and surface water. The man-made barrow pit (SW #1) will be utilized for stormwater treatment after it has been enhanced by deepening to eliminate the nuisance and exotic Melaleuca and Brazilian pepper trees and the torpedo grass and primrose willow. The shallow portion of this wetland will be excavated to a depth of approximately 8' in the northern half to accomplish this task. The eastern end of SW #1 will be replanted with native aquatic plants to provide a littoral zone for final stormwater treatrent. In addition, a small ditch on the north side of SW #1 will be filled for lot grading purposes {Wetland Impact Area #1 r 683 square feet or 0.016 acres). This ditch is currently vegetated with. nuisance species primxase willow, cattails and torpedo grass, which provide zxainiz~al habitat foz the wetland. lv,(itigatiozx foz ixxxpactizrg this ditch will be ia;~ the fozzxr of Wetland Enhancen~ezxt of this barrow pit as discussed lax. the Wetland Mitigation Plain below. The only ixnpack to the Lake Chautauqua wetland wiull be to fill 5?A square #'eet {4.4I.2 acres) of the wetland in the vicinity of I.,of 2 im order to provide buildable area for the house amd stozmwatez treatment in the rear of the house pad. Mitigation for this impact will be to eaahance the littozal zo~ae of 1_,al~e Chautauqua along the length of the project by removing exotic and nuisance species such as cattail, (C:UZepozrts10299-004-x01) 4 Armstong Envu~onmcntal Services, Inc. Dec.lS. 2Q03 9.41 AM No•E164 P primrose willow, Brazilian pepper, Melaleuca, bamboo and southern willow, as discussed in the Wetland Mitigation Plan below. 5.0 UPLANU/WE'1';1.,AND BUICFERS The upland buffer adjacent to Lake Chautauqua is currently disturbed due to previous agricultural activities such as mowing, land clearing and infestation of nuisance species. This area will be excavated in several areas to the seasonal highwater elevation (84.65') to provide 100-year floodplain compensation in a zone ranging from zero to 70' wide and averaging approximately 25 feet. This area will provide adequate buffer from the development for the wetland area. There is no proposed buffer adjacent to the Upland-cut borrow pit. b.0 WETLAND IMPACT AVOIDANCE AND MINIMIZATION PLAN This project has been designed to avoid and minimize impacts to natural wetlands wherever possible. The only two.permanent wetland impacts are to fill a 0.016-acre ditch on the north side of the surface water and to fill a 0.012 acre portion of the Lake Chautauqua wetland for a total of 0.028 acres of wetland impacts (i,Z07 square feet). The Applicant has taken significant steps to avoid andlor minimize wetland impacts throughout the project area by eliminating all previously proposed wetland impacts along Lake Chautauqua. 7.0 WETLAND MITIGATION PLAN To comapezasate fox the proposed SW1 WMD wetland impacts, the Applicant proposes to enhance the littoral zone of Lake Chautauqua and to enhance the Surface Water #1 as follows: Lake Chautauqua LittOxal Zone Ezzhar~cement (E-l ): The nuisance species cattail, primrose willow, Hraziliao. pepper, bamboo, Melaleuca and sautbexxz willow will be xemaved from. the littoral area of . Lake Chautauqua adjacent to the project; au area appxoxixnately 1000 lix~eax Feet of lake edge, waterward approximately 50' from the wetland jurisdictional line isato the lake. Within this zone, the above-mentioned nuisance species have become established. These species will be treated with aquatic-labeled herbicides and manually removed from the site, if possible. The area will be enhanced by installing the native emergent species shown in the Planting Schedule of E-l . Because there are ample native species in the area for recruitment, this enhancement is only to provide additional plants within the first 20' waterward of the wetland line. The proposal is to enhance an area appzoz~ixnately 0.5-acres in size at the existing Lake edge and provide adequate maintenance as discussed below until. the ~aative aquatic species become reestablished within this zone. Surface Water #1 Enhaz~.cenaent (E-2~ The ix-vasioza of Melaleuca a~ad Brazilian 1?eppex ixx this borrow pit over the last 30 years lass created a huge seed source fox these species to pzopagate throughout the Lake Chautauqua draiiaage area. The City of Clearwater has xezxaoved these species from the City Park on the opposite side of the lake, but are continually fighting reinfest~xze~rt. Therefore, we propose to deepen the borrow pit in order to insure this species will not reinfest this surface water. This will be accomplished by deepening the north half of the borrow pit to a minimum depth of 5'-`'below normal water level, remove all of the Melaleuca and Brazilian pepper on the site and reptant natives in the existing shallow littoral zone located at the east end of the Surface Water, an area approximately 0.4-acres in size, as shown in the Planting Schedule of E-2 (below). The rmaintez~ance program will be conducted at the same time as the Lake Chautauqua (C:1Reports10299-004-r01) S ,Axaastrong Emvuonnaezatat Services, Iuc. Dec•15. 2003 9,41~,M i No, 0164 P. 8 Littazal Zane 1Vlai~atez~atace, which will iuasure both of these water resources are not dominated by the ztuisauce aad ezcotic species. LAKE CHAUTAUQUA SUBDIVISION ENHANCEMENT AREA E-1 PLANTING SCHEAULE S ecies Common Name Elev. O.C. Size E-2 Pontederia cordata Pickerelweed 84' ~ 82' 3' BR 1,000 Sa ittaria lance olia Arrowhead $4' ~• 82' 3' BR 1,000 TOTAL z,oao NOTES: E-1 is the'littoral zone of Lake Chautauqua from the wetland juxxsdictional line aut 50' into the lake where the nuisance species cattail, primrose willow, bazx~.boa, Brazilian. pepper and southern willow have been removed; BR a bare root, l-gal. equivalent zoat ball size; O.C. = ozi- eenterplanting centers. SHW = 84.65'; NP ~ 83.9' NGVD LAKE CHAUTAUQU,A SUBT)TVTST4N ENHANCEMEN'T' AREA E-Z PLAN'PfNG~ SCHEAULE S ecfes Coiu,ui,oau Nauae Elev. (D.C. Siuze E-2 S a~-titza bakeri Smooth cazd ss 88.6 - $9.0' 3' BR 200 Juncos a us Sott zusb 88.6' 3' BR 100 Panicum hemitomon N.laidencax-e 88.6' - 87.0' 3' BR 2aa Pontederia cordata 1'iclsexelweed 87.0 - 86.0' 3' l3R 200 Sa ittarta lanci odic Aixpwliead 87.0 - 86.0' 3' BR 200 ~'V ~m haea odorata 1~'za . Watez lit 86.0' - $5.0' 3' BR 200 ~'OTAL 1140 NOTES: E-2 is the eastern end of the 2.55 acre surface water; BR =bare root, 1-gal. equivalent root ball size; O.C. = on-ccntcr planting centers. SHW = 89.6'; Proposed SHW ~ 89.0'; NP = 88.6' NGVD. WETLAND MITIGATION MAINTENANCE PLAN Maintenance of Enhancement Areas l/-1 anal E-2 wjll be caiiducted om a zooxithly basis to insure that these mitigation areas aze xt~eeking khe success criteria of 85% cover of beneficial native species and less thaw 5% cover of nuisance species. The work eff~art conducted during the ri~aiz~teiiazice events will consist of removing nuisance and exotic aquatic and/or upland species witbixi, the Eiahancezx~.ent Areas such as cattails, primrose willow (Ludwigia ,peruviarsa), torpedo grass, Brazilian pepper, sesbania, bamboo, dogfennel, Mikania, southern willow and water hyacinths utilizing either manual or chemical methods. If chemicals {aquatio-labeled herbicides) are utilized, they will be applied under the supervision of a state ec~rtified Aquatic Pesticide Applicator utilizing techniques to minimize damage to non-target species. (C:1Reports'i0299~004.tfl1) 6 Armstrong Environmental Services, lna Dec~lS~ 2003 9~42AM ~ ~ fJo~6164 P, 9 WETLAND MFTTGATTUN MONITORING Enhancement Areas E-1 and E-2 will be monitored for athree-year period as follows; an initial report following plant installation followed by semi-annual monitoring events for three (3) yeaz~s for a total of seven (7} monitoring evetats oz until the success ct~teria lxas beets, naet a~tet one year witlt no hujmaa intetvention. Monitoring will consist of the pzoviding the following data within 30 days of each, evez-t: l . Watet' level elevation. 2. l?ercemt survival of planted species. 3. Percent cover ol'maturally recruited species (beneh.cial anal nuisazxce). 4. Color pk~otvgrapl~.s £ro~a~ a fixed refe~cence point. 5. Extent of zxiaintenar~ce efforts conducted since the last monitoring xeport. 6. Height, crown, width amd diaxtteter at breast b.eigl~t {DBH} of 20% o£ the forested species (where applicable). ~lae i~aitial znoz~itoriz~g report will. ioclude the as-built certification of the wetland rz~itigataoo. area. Monitoring reports will be submitted within 30 days of the event to the Southwest Florida Water Management District a,~d the City of Clearwater. (C:1Reports10299y004_xpt) 7 Azmstrong Enviroz~ental Services, Inc. TABLE ONE: PROJECT WETLAND AIVD OTHER SURFACE WATER SUMMARY: lake Chautauqua Subdivision, S-T-R/32-28-16, Pinellas County WL & I WI, & SSW WL & SW WL & SW TEMPORARY PERMANENT MITIGATION = SW ID TYPE SIZE NOT WL & SW WL & SW AREA ID IMPACTED IMPACTS JMPAC.TS VUL & IMPACT IlVIPACT WL & SV~ IINPACT IMPACT SW SIZE TYPE TYPE SIZE TYPE TYPE SY: P SY: L W#1 CL: EM 3.424 ac. 3.048 ac. CL: LT 0.012 ac. F E-1 SY: P SY: P SW#1 CL: EM 2550 ac. 2.534 ac. CL: F.3vI 4,016 ac. F E 2 PROJECT TOTALS 5.574 ac. 5.542 ac. 0.028 ac. WL =Wet land. SW =O ther Surface Water _ ID =Ident ification numher_ letter_ etc__ '~ = Exemnt Wetla nd 0 m .~ 0 0 w Wetland Type: From the USFWS Classification of Wetlands and Deepwater Habitats of the United States, as follows: SYSTEM: M = Marine; E = Estuarine; R = Riverine; L = Lacustrine; P = Palustrine. SUBSYSTEM: ST = Subtidal; T =Tidal; IT =Intertidal; LP =Lower Perennial; UP =Upper Perennial; I =Intermittent; LM = Limnetic; LT ~, = Littoral; NO =Alone. CLASS: RB =Rock Bottom; UB = Unconsolidated Bottom; AB =Aquatic Bed; RF =Reef; SB =Stream Bed; RS =Rocky Shore; US = Unconsolidated Shore; EM =Emergent Wetland; SS = Scnib-Shrub Wetland; FU =Forested Wetland. WL & SW SIZE: S =Southwest Florida Water Management District; A = US Army Corps of Engineers Impact Type: D=Dredge; F = Fill; H =change hydrology; S = shading; C = clearing; O =other Multiple entries per cell not allowed; except in the "Mitigation ID" column. If more than one impact is proposed in a given area, indicate the final impact. z 0 -~ . (C:1Reports10299-004-~i} 8 Armstrong Environmental Services, Iuc. TABLE TWO: PRO TEt`T ON-SITE MIT3iGATIdA1 SUMMARY: Lake Chautauqua Subdivision, S-T-R/32.-28-16, Pinellas County MTTIGAT'ION AREA ID CREATION RESTORATION ENHANCEMENT WETLAND PRESERVE UPLAND PRESERVE OTHER AREA TARGET TYPE AREA TARGET TYPE AREA TARGET TYPE AREA TYPE AREA TYPE AREA TARGET TYPE E-1 0.50 ac. PEM E-2 ~ 0.40 ac. PEM PROJECT TOTALS 0.9o ac. COMMENTS NOTE: Target Type or Type =Target or existing habitat type from an established wetland~classificadon for norrwetland mitigation. Q ti 0 i ~I -P w • -, IC:IReporbl0299-044-r01) 9 Armstrong Enviconmental Services, Inc. • ` ~ CL R _. • UNITED STdTES ~AOST/JL SERVICE December 23, 2003 SEAN P CASHEN GULF COAST CONSULTING INC 13630 58T" ST N STE 110 CLEARWATER FL 33760-3734 Re: Lake Chautauqua Subdivision Dear Mr. Cashen: ~©~ _~ ~ ~__ This will have reference to your letter dated December 18, 2003, to Dave Bauer at our Sunset Point Branch. Please be advised the US Postal Service has no objection to the use of the following street names: BLUEWATER WAY LAKEBREEZE COURT /LANE SWEETGRASS COURT _ CYPRESS TREE LANE SAND PINE LANE SLASH PINE LANE CYPRESS LANDINGS WAY TRANQUILITY LANE SUNSET VIEW LANE The only street name that we cannot approve is Lake Vista Drive. Please contact the City of Clearwater to discuss the procedures for naming and numbering streets in the City of Clearwater. Should you have any questions or need any additional information, please contact Dave Bauer, Address Management Systems Clerk, at 727 447-7166. Sincerely, ~~~~~ Diane C. Sharp ~ Postmaster Clearwater, FL 33758-9998 cc: Manager, Customer Services, Sunset Point Branch ~~ ~ - Dave Bauer, AMS Clerk PO BOX 9998 CLEARWATER FL 33758-9998 FAX: 727 464-2951 727 464-2910 l D'ec,l2, 2003 5;22PM • ~ GuYf Coast Cans~ult~ing, Inc. Viand Developraseat Com®eltimg 13630 58th St. iV., Suke #I 10 Clearwater, Florida 33760 Phone: (727} 524- 1618 Fax: (727) 524-6090 I Rye No.6161 f'. 1 Job No: Hat+dcopy 1nslrl~ctbnsa A RogYlar Mav~ ^ Oremige~t tl~tau O Iio~nte !o Fogow The iniom+atbn contained in this transmission is privileged and aortfiderrtial, k is ir+oEtnaea for the use aE ~ irtdividual a etrtityr named above. If the naader of this message k not the 'vderrded addressee, the n.sder is hereby notified that arty considaratlors, dtsserninatinn or duplication of this aommunic:ation is strtotry prvhbibed, ff the csdpient tv~s nxeived this cornmuri~ion in error. pkale return ihie tf+latamiasion to ue st the sdd~s above bll mail. IFthis communit~tion was received to the U.S., t n~N ~ imery by i _~ Tt~IIWlC YOU! PllOfl~ ~-~~ I~~ / U Dec, 12. 2003 5~23PM • • ARMS'TRONC ENVIRONMENTAL SERVICES, INC. P.O. Boz 518 Safety Harbor, Florida 34695 O (727) 726-8896 fFAX) 726-8790 n Decezxtber 3, 2003 Sean. P. Cas}aem, P.E., lazin.cipal Gulf' Coast Consultxn-g, Inc. 1.3630 58'~ Street North, Suite 1 l0 Clearwater, Florida 33760 RE: Environmental Narrative fox Lake Chautauqua Subdivision Dean Mr. Caslaen: No.6161 P. 2 ,As you requested, ez~clased is txte Exlvixonmental Narrative for submittal to the City of Clearwater anal the Southwest Plv~.da Watez~ Management District (SWFWMD) for the above- znemtiomed l8 +_ acne pzoject located east of Chautauqua Avenue and south o£ Secand Avenue in Clearwater, Plonida (Section 32, Township 28 South, Range 16 East, Pinellas County). This xepvzt izzcludes the Wetland Mitigation Plan and the two SWFWMD Wetland Tables for subzbittal tv this agemcy. if you lxave any questions concerning this information, please feel free to call. Sincerely, Martin S. Armstrong, Ph.D. President Enclosures cc: Mr. Randy Smith, Rottlund Homes of Florida, Inc. File 0299-004 Pl; {C_1Re~ozts~0299.004-z01} Armstrong Environmental Services, Inc. Via Fax. 524-b490 Gec~l2~ 2003 5:23PM • • ENVIlk2ON1VIENTAL NARRATIVE LAKE CHAUTAUQUA SUBDIVISION December 3, 2003 INTRODUCTION No.6161 P. 3 The Lake Chautauqua Subdivision project is proposed fox an IS ± acre site located east of Chautauqua Avenue and south of Second Avenue in Clearwater, Florida (Section 32, Township 28 South, Range 16 East, Pinellas County). The proposed project is to construct a 46-lot single-family subdivision on this site located vn the west side of hake Chautauqua. 1.0 EXISTING SITE CONDITIONS UPLANDS: The upland area consists of three cotx~munities; a xeric pine/live oak community in the southwest corner, an improved pasture in the northwest corner and a pine F'latwoods community in the eastern half of the site adjacent to Lake Chautauqua. The construction of a 2.5 acre borrow pit in the northwest corner of the site (sometime after 1972 when the Pinellas County Soil Survey was produced) resulted in disturbing this area of the site. The primary vegetation now in this "improved pasture" community is Bahia grass {Paspalura notatum) and St. Augustine grass (Stenotaphrum secundaturn) with evidence of earthmoving throughout. The xeric pine/live oak community in the southwest corner (south of the borrow pit) is dominated by sand pine (Pines clause) with a dense saw palmetto (Serenoa repens) understory. Subdominants are live oak (Quercus virginiana), muscadine grape vine {Vitis naunsaraia), greenbriar (Smilax laurifolia), Chapman's oak {Quercus chapmanii), broomsedge (Andrapogon sp.), and fetterbush {Lyonia ferrzsgiraea). Many of the sand pines are dead and fallen, probably due to the lack of fire in this community for some time. Live oak clusters are found in the southern portion of this community. The pine l~ latwoods comx~otuuity is located im the eastern. poxti.on of the site. Tkds com~muuity htas been disturbed throughout by cleaziuotg activities aztd tote lacatioxx of two xesidezrces, which has zesulted in. the ixavasiozz of zxxany z~uisaaace and exotic wetiamd a~td upland species. Typically, the east-west fence tows are don~ti~a;ated by Brazilian pepper (Schinus terebinthifaiius), laurel oak {Quereus laurifolia), live oak (Q. virginiana), Australian pine {Casuarina litorea}, cabbage palm {Sabel palmetto}, sand pine, slash pine (Pines elliottii), longleaf pine {Pines palus*ris) and Melaleuca or punk tree (Meladeuca quinquenervia). The cleared areas between the fence rows are vegetated with the following herbaceous species; Bahia grass, broomsedge, goldenrod (Solidago sp.), sedges (Gyperus), muscadine, hairy indigo (Indigafera hirsute), dog fennel (Eupatorium capillffoliuna), skunk-vine (Paederia foetida), and various ruderal grasses and sedges. The two man-made structures on the property are single-family homes with three storage shed out-buildings and a caboose located in the southern portion of the. site which is sitting on railroad tracks next to a tennis court. WETLANDS: The :t~land limits for the project were established in the field by Trudy Killeesu of Peacock and Associates, Inc. and were verified by Rick Perry (SWFWMD, Tampa Service Office) and Chip Heintz (Pinellas County Development Review Services) on November 26, 2001. The wetlands consist of the western edge of Lake Chautauqua and the isolated, upland-cut borrow pit locatedzta the zto7tthwest cou~aer of the sitc as desczabed below. Seasonal. highwater elevatiozts were (C:1Rcports10299-004-r01) l Armstrong Environmental Services, Inc. , Dec~12. 2003 ~;24PM No.6161 P• 4 • • estimated for the borrow pit but not for Lake Chautauqua. AES established wetland hydroperiods for both Lake Chautauqua and the borrow pit. Wetland #~1 (Lake Chautauqua, 3.02 acres within the project area): The wetland jurisdictional limits of this lake ranges from 10' to 70' uphill of a definitive scarp line on th.e lake edge that is typically found on larger lacustrine systerzxs. Watervvard of the scarp line is typical littoral vegetation consisting of cattail (Typha latifolia), primrose willow (Ludwigia peruviaraa}, southern willow (Sadix caroliraiana), pickerelweed (Pontederia cordate), smartweed {Podygonum sp.}, arrowhead (Sagittaria lancifolia). The cattail and primrose willo~+v dominate this portion of the community, ranging from a l0' wide band out to 50' or more into the lake. Considerable areas of fragrant wa#ex lily {Nymphaea odorata) and spatterdoek (Nuphar luteum) are also present in this zone and out into deeper water in the lake. At the scarp edge {probable historical edge of water), the dominant species are Melaleuca, wax myrtle (Myrica cerifera), red maple (Ater rubrum), Chinese tallow (Sapium sebiferum), broomsedge, blackberry (Rubes sp.) and greenbriar dominate. The wetland area between the lake edge and the uplands is primarily vegetated with wetland and upland herbaceous species such as broomsedge, Maidencane (Panicum hemitomon), mockbishop weed (Ptilimnium capallaceum), Caesar weed (Urena lobate), goldenrod, canna lily (Canna flaccida}, goose grass (Eleusine indite), Jvkzuso~a. grass (Sorghum halipense), 1~.aizy indigo, primrose willow, dogfennel, muscadine grape vale, Bahia grass and a few buttonbush (Cephylanthux occidentalis). The organic contemt of the soil in tltis zone is very high as it appears to be wood mulch that may have been placed in this area due to the large size of paztially deco:oaposed organic material. The USFWS Classification for the portion of this wetland on the site is Lacustrine, Littoral, Emergent Wetland (LLE). This habitat is very sizxuilax to the Palustrine Emergent (PEM) but is classified differently sauce it is adjacent to an open water body. The seasonal highwater (5HW) and normal pool (NP) elevations of Lake Chautauqua that were established by .AES on Novenxber 22, 2043 aze 84.65' and 83.97', respectively (1vGVD). The lake water level was at elevation 83.27'. Of significant interest is the outfall of this Lake which is through a maA-.made canal and a 24" pipe under Lake Shure Drive izx the extreme southwest corner. This 24" PVC pipe was very recently constructed and it is not certain why or by whom. However, the siltation or shoaling in. the ditch south of Lake Shure Drive is controlling the water level in the lake at the existing 83.3' elevation since the inverts of the 24" PVC pipes are 82.44' and 82.39' for the north and south ends, respectively. Therefore, maintenance dredging of this outfall ditch. could lower the water level of Lake Chautauqua to the 82.44' elevation. AES observed a. concrete weir structure at this location within the last six months. The Seasonal Highwater (SHW) and wetland were established by AES a elevations were based on lichen lines not reviewed these elevations. normal. pool (NP) elevations for the Lake Chautauqua 84.65' anal 83.9', respectively. These hydroperiod (SHW) and adventitious rooting (NP). SWFWMD has (C:1Rtports10299-004-r01) 2 Armstrong Environmental Services, Inc. Dec.l2. 2003 5~25PM • • No,6161 P, 5 Suxface Water #1 (2.55 +_ acres): 'fbas is azt upland-cut borrow pit that was coz~st[ucted after 1972 as evidenced by the uneven landfoxrz~.s and linear spoil axrounds that reznaiz~ throughout the area. The south half of the borrow pit is primarily open water since the depth is up to 16 feet with an average depth of approximately 9 feet. The vegetation is limited to the perimeter of this area with fragrant water lily growing out to about. a depth of 6' to 7'. The side slopes are about 2:1 along the southern edge so littoral vegetation such as torpedo grass, red root, broomsedge, swamp fem, spatterdock and primrose willow limited to the water's edge. The north half of the borrow pit is much more shallow, averaging approximately 1' of depth and being dominated by nuisance species, primarily torpedo grass, Melaleuca and primrose willow. An upland berm separates the two halves of the borrow pit and is dominated by slash pine, saw palmetto and Melaleuca.. The northwest corner of the borrow pit is totally dominated by large Melaleuca trees up to 14" DBH and precluding any understory due to the dense canopy. The USFWS Classification for the south half of the borrow pit is Palustrine, Unconsolidated Bottom (PUB) and the north half is Palustrine, Emergent (PEM). The upland buffer surroundi~~,g tbas borrow pit is very narxow due to constant mowing. The buffer is about 5' to 10' wide and dominated by Brazilian pepper and lvlelaleuca with wax myrtle, laurel oak, mirnosa, lvz~g leaf pine, sazrd pine and ax~uscadi~ae as subdazn.inants. The seasonal highwater (SHW) elevation for this surface water. were established by Peacock and Associates in 2001; SPIW #1 was 89.58'. AES set anothex SHW in the northwest coaxer at 89.56' based on lichen lines and the upper scarp; and a zzozxza.al pool (NP) at elevation 88.56, based on the lower scarp line and adventitious rootaxag. The l' + dxfferezxce between tlxe SI~W and NP elevations is pretty typical for a disturbed, isolated system like this borrow pit. Lowerizxg the water level in this surface waterwill have little impact on the vegetationx since the majority of the vegetation is invasive in nature and used tv large fluctuativzzs iz~. water level. 2.0 PROTECTED SPECIES Preliminary pedestrian transects were conducted throughout the entire site to determine the potential presence and activity status of protected species {endangered, threatened or special concern species} as identified by the US Fish and Wildlife Service (USFWS) or the Florida Fish & Wildlife Conservation Commission (FWC, formerly known as the Florida Game & Freshwater Fish Commission}. During the field ze~vievas and research conducted to prepare this report, the consultant observed one (1) gopher tortoise burrow in the southern portion of the site within the sand pine conununity. No other protected species were observed on the subject property. AES consulted the l~ WC Bald Eagle Locator web site tv detez~zxe if auy lcaowm eagle zxests are witb~in the pz~oject site. It was detezx~ained no active bald eagle nests are located witbixa. one mile of the site. Tlxe nearest bald eagle oest is located appro~sixxxately 2 miles soutk~east of tbis site off' CR 590 east of McMullezx Booth Road, which is well beyond tbei~ protectavzx zone. The following is a list of the species that were observed or whose hacks were observed on the site: 9-banded armadillo, raccoon, gray squirrel, mourning dove, ground dove, r~n.ockingbird, blue jay, bobwhite quail, black vulture, cattle egret, great blue heron, az~.bi~nga azxd tuzkey vulture. AES bas not contacted either the USFWS or the FWC concerai~ag floe status of protected species vn this site. {C;iReports10299-o04-iol) 3 r'lrmstrong Environuicntal Scrvicts, Inc. . Deo,l2~ 2003 6~26PM 3.0 SOILS No~6161 P. E i The on-site soils as identified in the Pinellas County Soil Survey (1972} consist of the following: UNIT' SOIL NAMB & DESC],tIPTION Im Immokalee 8ne sand: A nearly level, poorly drained sail on broad flats between sloughs. The water table normally is at a depth of 10" to 40". It is withil1 a depth o£ 10" for l oz 2 months during rainy periods and is below 30" during pralanged dry periods. 1'o I?omello fine sand: A nearly level to gently sloping, moderately well drained soil an upla~ad ridges and vaa isolated snnall ridges and knolls in the Platwoods. The water table is zxormally at a depth of 40 to 60 in~clxes, but may rise within a depth of 40 iutches for a short time during wet periods. Or Orlando fine sand, wet variant: A nearly level and somewhat poorly drained sandy sail is on low ridges in the Flatwoods and near the base of slopes on the upland ridge. The water table is between depths of 10" and 40" for 6 months or more in most years, and within a depth of 10 inches for 1 ar 2 months during wet periods and below 40" during droughty periods. 4.0 PROPOSED CONDITIONS The pzoposed site plan is to develop the site as a 46-unit single-family subdivision with the assaciated roadways, stormwater treatment facilities and other infrastructure improvements. Two stozzruwater treatment ponds will be constructed on the south side of the Surface Water #1 (SW #1); vne will treat the starmwater runoff' from the eastern portion of the site and one will function as a pze-treatzn,ent pond (sedixrtents and oillgrease removal) for treatment of storrnwater prior to discharging into SW #l. The site slopes from west to east. Therefore, in order ro treat the stozxnwater fxozx~. the eastezzx half of the site without requiutixtg massive amouYrts of fill, which would effectively elixnizuate all the trees oz~ the site, the plan. is to lower the .water level in the first stornnwater treat~oaent poxud about 2 feet and isolake it fzom the sunrouodi.ng areas with. a plastic linen to eliminate any dewatering effects ozz the surrounding grouz~dwatez az~d suz~'ace watez~. The man-made borrow pit {SW #1) will be utilized far stormwater treatment after it has been enhanced by deepening to eliminate the nuisance and exotic Melaleuca and Brazilian pepper trees and the torpedo grass and primrose willow. The shallow portion of this wetland will be excavated to a depth of approximately 8' in the northern half to accomplish this task. The eastern end of SW #1 will be replanted with native aquatic plants to provide a littarai zone for final stormwater treatment. In addition, a small ditch on the north side of SW #1 will be filled for lot grading purposes (Wetland Impact Area # 1 = 683 square feet or 0.016 acres). This ditch is currently vegetated with nuisance species primrose willow, cattails and torpedo grass, which provide minimal habitat for the wetland. Mitigation for impacting this ditch will be in the form of Wetland Bxdtancement of this borrow pit as diseuss~ in the Wetland Mitigation Plan below. The only impact to the Lake Chautauqua wetland ~xrill be to fill 524 square feet (0.012 acres) of the wetland in the vicinity of Lot'#Z2 in order to provide buildable area for the house and stormwater treatment im the rear of the house pad. Mitigation for this impact will be to enhance the littoral zone of Lake Chautauqua alo~ag the leogth of flee pzoject by removing exotic and nuisance species such as cattail, (C:~Reports\4299-004-r41} 4 Armstrong Environrnez~tal Services, Inc. Uec~12, %003 6:?6PM • • No.6161 p, ~ primrose willow, Brazilian pepper, Melaleuca, bamboo anal soutberra willow, as discussed ixx the Wetland Mitigation flan below. 5.0 UI'L.AND/W)~TZAND 16UFb'E~ The upland buffer adjacent to Lake Chautauqua is currently disturbed due to previous agricultural activities such as mowing, land clearing and infestation of nuisance species. This area will be excavated in several areas to the seasonal highwater elevation (84.65') to provide 100-year floodplain compensation in a zone ranging from zero to 70' wide atxd averaging approximately 25 feet. This area will provide adequate buffer fiorn the development fox the wetland area. There is no praposed buffer adjacent to the Upland-cut borrow pit. 6.0 WETLAND IMPACT AVOIDANCE AND 1vXINIMIZA.TxO~T PLAN This project kias been. designed to avoid and txtiniznize impacts tv xxatuzal wetlat~.ds wherever possible. The oz~1y two,pezznanent wetlazzd ixz~.pacts axe to fill a O.Ol6-acre ditch vn the nvzth side of the surface water and to fill a O.Ol2 acre poztion of the Lake Chautauqua wetlaxad for a total of 0,028 acres of wetland an~pacts (X,207 square feet), The ,A,pplacant has tal~en. sigx~aficaz~t steps tv avoid arAd/or nai3uitxuize wetland impacts tbxvughout the project area by eliminating all previously praposed wetland impacts along Lake Chautauqua. 7.0 WETLANb MZx'XG,ATION I'LAI~ To eompelisate for the proposed SWp`WMD wetland impacts, the ,A.pplicatat proposes to enhance the littoral zone of Lake Chautauqua a~ad to enhance the Surface Water #l as follows: Lake Chautauqua Littoral Zone Enhancement (E- l ~: ~'he nuisance species cattail, prixrurose willow, Brazilian pepper, bamboo, Melaleuea and southern willow wall be xeznoved from the littoral azea of Lake Chautauqua adjacent to the project; an area approximately 1000 linear feat of lake edge, waterward approximately 50' from the wetland jurisdictional lane into the lake. Within this zone, the above-mentioned nuisance species have become established. These species will be treated with aquatic-labeled herbicides and manually removed from the site, if possible. The area will be enhanced by installing the native emergent species shown in the Planting Schedule of E-1. Because there are ample native species in the area for reeruitanent, this enhancement is onl}r to provide additional plants within the first 20' vvaterwrard of the wetland line. The proposal is to enhance an area approximately 0.5-acres an size at the existing lake edge and provide adequate maintenance as discussed below until the active aquatic species become reestablished within this zone. Surface Water #l Enhancement (E-2~ 'l'he invasion of lVlelaleuca and Brazilian pepper in this bozrow pat over the last 30 years has crested a huge seed source fvz these species to propagate throughout the Lalce Chautauqua dz'aitzaage atea. ~'he Caty of Clearwater has xexnoved these species from the City Parr on the opposite side of the lake, but are cootinually fighting reanfesbaaent. Therefore, we propose to deepem the bozxow pat azx order tv iuasure this species wall not xeirlfest this surface water. This will be accomplished by deepe>3iAtg the nazth half of the bozzvw pat to a mu~amuxn depth of 6""6elow ztocmal water level, reiooove all of the Melaleuca and Brazilian pepper on the site and replant natives in- the existing shallow littoral zone located at the east eztd of the Surface Water, an area approximately 0.4-acx•es in size, as shown an tk~e Paaz~ting Schedule of E-2 (below). The maintenance program will be conducted at the same tune as the Lake Chautauqua (C_1Repvzts\0299-004-rOt) 5 Armstrong Environmental Services, Inc. Dec~l2~ 2003 6~27PM No~6161 P: 8 Littaral Zone Maintenance, wbu,cll will insure both of these water resources are not dominated by fire nuisance anal esotzc species. LAKE CHAUTAUQUA SUBDIVISION E1~IHANCEMENT AREA E-1 PLANTING SCHEDULE S ecles Common Naive Elev. O.C. Size E-2 Pontederia cordata Pickerelweed 84' - 82' 3' BR 1000 Sa ittaria lanei olia Arrowhead 84' - 82' 3' BR 1000 TOTAL 2 oao NOTES: E-l is the'littoral zone of Lake Chautauqua from the wetland jurisdictional line out SO' unto the lake whew the nuisance species cattail, primrose willow, bamboo, Brazilian pepper and southexn willow have been xexnoved;l3R =bare root, 1-gal. equivalent root ball size; O.C. = on- cex~ter planting centers. SSW = 84.65'; NP = $3.9' N'G,VD LAKE CHAUTAUQUA S~C7BnY"V'ISION ENHANCEIVItENT AI~.A, E-2 PI.AIVTING SCHEDULE S ecies Cona.4n~,on Na~oue Eaev. U,C. Size E-2 S artina bakeri Sxvovth cvxd ass 88.6 - 89.0' 3' HR 200 Juncos a us Soft zusla 88.6' 3' BR 104 Pa~aicuna henaitonaon Maidencax~.e 88.6' - 87.0' 3' HR 200 .POntederia cordata l'ickezelweed 87.0 - 86.0' 3' BR 200 Sa ittaria lanci olia Azrowb~ead 87.0 - 86.0' 3' BR 200 .N rn haea odorata l~ x .Water lil 86.0' - 85.0' 3' BR 200 TOTAL 1 100 NOTES: E-2 is the eastern end of the 2.55 acre surface water; BR =bare root, 1-gal. equivalent root ball size, O.C. = on~center planting centers. SHW = 89.6'; Proposed SAW = 89.0'; NP = 88.6' NGVD. WETLAND MITIGATION MAINTENANCE PLAN Maintenance of Enhancement Areas E-1 and E-2 will be canducted on a monthl~r basis to insure that these mitigation areas ara meeting the success criteria of 85% caver of bene£cclal native species and less than 5% cover of nuisance species. The worts eft'oxt conducted duxiz~.g the maintenance events will consist of removing nuisance and exotic aquatic and/or uplaod species within the Enhancement Areas such as cattails, prlt~ourose willow {Ludwigia peruviana), torpedo grass, ,Brazilian pepper, sesbania, bamboo, dogfexnrzel, Mikaxaia, svuthez~o. willow and wabex' hyacinths utilizing either maaaual ox chexnical xxxethads. if clzezxzicaJ.s (aquatic-labeled hezbicides) are utilized, they will be applied under the supexvisivxA of a state certified .A,quatic k'esticide Applicator utilizing trehniques to minimize damage to norx-tazget species. (C:1Reports\Q299-004-rOl.) b Azmstrong Envizonmentai Services, Inc. Dec.l2, 2003 5:21FM No~6161 P, 9 ,~~ VYETLA.ND MITIGATION MONITORING Enlz.ancememt ,A,z~eas E-l aJad E-2 wil;C be monitored for a three-yeaz period as follows; an i~utial report following plant imstallatioo, followed by semi.-annua] monitoring events for three (3) years for a total of seve~a (7) monitoring events or until the success criteria has been met after one yeaz with na human intervention. Moxutoring will consist of the providing the following data withili 30 days of each event: 1. W titer level elevation. 2. percent survival of planted species. 3. percent cover of naturally recruited species (beneficial and nuisance). 4~. Coloz photographs from a fixed reference point. 5. Extent of maintenance efforts conducted since the last monitoring report. 6. Height, crown width and diameter at breast height (DSH) of 20% of the forested species (where applicable). The izaitial zzxouitvrizzg report will include the as-built certification of the wetland mitigation area. Monitorizzg reports will be submitted within 30 days of the event m the Southwest Florida Watez Management Aistxact and the City of Clearwater. (C:1Repozts10299.004~.xU1) 7 Azmstrvmg ~nvironmemtal Services; tuc. TABLL ONE: PROJ~:C`T WETLAND AND OTHER SURFACE WATER SUMMARY: Lake Chautauqua Subdivision, S-T-Rl32-28-16, Pinellas County 0 WL & WL & SW WI~ & SW WI, & SW TEMPORARY PERMANENT MTITGATION SVi~' ID TYPE SIZE NOT WL & SW WL & SW AREA IU ,;, IMPACTED IMPACTS IMPACTS - WL & IMPACT IMPACT WL & SW IlVIPACT IMPACT o SW SIZE TYPE TYPE SIZE 'T'YPE TYPE SY: P SY: L ,~, W#1 GL: EM 3.026 ac. 3.00& ac. CL: LT 0.012 ac. F E-1 SY: P SY: P SW#1 CL: EM 2.550 as 2.534 ac. CL: EM 0.016 ac. F E-2 PROJECT TOTALS 5.570 ac. I 5.542 ac. 0.028 ac. WL =Wetland, SW =Other Surface Water , ID =Identification number, letter, etc., '~ =Exempt Wetland Wetland Type: From the USFWS Classification of'INetlands and Deepwater Habitats of the United States, as follows: SYSTEM: M = Marine; E = Eshiarine; R = Riverine; I., = Lacustrine; P = Palustrine. SUBSYSTEM: ST = Subtidal; T =Tidal; IT =Intertidal; LP =Lower Perennial; UP = Upper Perennial; I =Intermittent; LM = Limnetic; LT = Littoral; NO =None. CLASS: RB =Rock Bottom; UB =Unconsolidated Bottom; AB =Aquatic Bed; RF =Reef; SB =Stream Bed; RS =Rocky Shore; US = Unconsolidated Shore; EM =Emergent Wetland; SS =Scrub-Shrub Wetland; FO =Forested Wetland. WL & S~V SIZE: S =Southwest Florida Water Management District; A = US Army Corps of Engineers Impact Type: D=Dredge; F = Eill; H =change hydrology; S = shading; C = clearing; O =other Multiple entries per cell nat. allowed; except in the "Mitigation ID" column. If more than one impact is proposed in a given area, indicate the final impact. z -~ 0 {C..~Repoiis10299-004-r01) 8 Armstrong I3nvironmenial Services, Inc. TABLE TWO: PROJECT OAi-SITE MITIGATION ,5I7NIlVIARY: Lake Chautauqua Subdivision, S-T-lt~32-28-16, Pinellas County ' " " MITIGATION AREA ID CREATION RESTORATION ENHANCEMENT WETLAND PRESERVE UPLAND PRESERVE OTHER ' , AREA TARGET TYPE AREA TARGET TYPE AREA TARGET TYPE AREA TYPE AREA TYPE AREA TARGET 'T'YPE E-1 0.50 ac. PEM E-2 ~ 0.40 ac. PEM PROJECT' TOTALS 0.90 ac. COIV[MENTS: DOTE: Target Type~or Type =Target ar existing habitat type from an established wetland'classification €or norrwetland mitigation. a N 0 0 w N CO _~ • -n {C..1Reports10299-0(34rO1) 9 Elrmstrong Eavirontnental Sefvices, Inc. -~ 'i' ~ ~ /~ lit,/~ yv ~~ . ~ YA r (- D 4 ' j O I ~` ' r'M i , . ;' ~ U /fir-~li~~l a~j '"~-a2 ._.- ~~~ 1 ~~ ~ AX ER EM ~.~ V M O Y CITY OF CLEARWATER ~~, .. ~~ - a3 .~: 3 PLANNING DEPARTMENT ~~,~ 4 ;. ~ ~ ~=- - - - "100 S. MYRT-LE: AVE., 2nd Floor ~~ ~~ _ CLEARWATER, FL 33756 ' (727) 562-4567 FAX: (727) 562-4865 ~ _.1 !) FAX: S~ `f _ ~ ~~~ Phone: FROM: /~!/~ l`~.ey ~ o ~d J" Phone. ,~~ 2 °- ~P3,~ DATE: /Z ` LZ_ b ,~ SUBJECT: /=!~ ~ 03' /y~o J`~ ~G~j ~, v ~ -- d o G l,3 MESSAGE: .pe C~ff~.~(~ NUIVIBER OF PAGES(INCLUDING THIS PAGE) I' !' ~_J Gulf Coast G ~ul ' Inc. ~~ Land Development Consulting ICOT Center 13630 58th Street N., Suite 110 Clearwater, R 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 December 5, 2003 Ms. Alba Mas, P.E. Southwest Florida Water Management District 7601 Highway 301 North Tampa, Florida 33637 Re:. Lake Chautauqua Subdivision Pinellas County, Fio~rida Dear Ms. Mas: ,~ S• -, r [AFC 2 F 2003 . , ',•. . Confirming our previous Pre-application meeting. with Ms. Michelle Robertson, Mr. Richard Alt and Mr. Alberto Martinez on October 23, 2003 regarding the above-referenced project, enclosed for your review and approval are the following enclosed items: ITEMS ENCLOSED: 1. Four (4) sets of Construction Plans. 2. Four (4) copies of the Master Drainage Report including the Floodplain Calculations Analysis 3. Four (4) copies of the current SWFWMD aerial photos within the Master Drainage Report. 4. Four (4) cbpies of the Geotechnical Report within the Master Drainage Report. 5. Four (4) copies of Sections A and Section C of the ERP Application. 6. Four copies of the Environmental Report prepared by Armstrong Environmental Services, Inc. with attached Wetlands. Enhancement 8~ Mitigation Plan. 7. Five (5) copies of the Sales and Purchase Agreement. 8. Five (5) copies of the Draft Declaration of Restrictions, Covenants and Conditions 9. A check in the amount of $1,600.00 for the review fee. Please call me if you have any questions, or need any additional information to facilitate your review and approval of this Surface Water Management Permit. Sincerely; Sean ashe . Principal CC: Mike Wiilenbacher, Rottlund Homes of Florida Inc. (w/encl~ubmittal set) AI Kesler, Kesler Design (w/encl-Submittal set) File 03-001 Y:~PINELLAS~L.AKECHAUTAUQUA (03-001)~SWFWMD Submi11a1 12-5-03.DOC 400 008271 THE ROTTLUND HOMES OF FLORIDA, iNC. 2637 MCCORMICK DRIVE CLEARWATER, FL 33759 52-153-112 nATE~~I~In~ TO THE ~~ L_-!_1 a ~`" . V Y. / - /. ,D - -- ~ ~ f j ~~„ Q~]. O/R°D~ER OF l ~ ~ ~ ~ ~/~ ~~,~~Q ~,,~J ~ ~ A, C~JIY~ (`"~./ JCS l'.l.LJ~-t~~ J [~J~.,~ L f. ~1. 7®l7~ /f~ -- -- DOLLARS u «~~ ~~ Fleet fkrtMalnt NA SECOND SIGNATURE REQUIRED ON CHECKS OVER $50,000.00 8991 South Patti ME ~ ' NP FOR'S~ w~ Q L!' ~EJL~ Li r . ! / L_~-s-~-!~---~ - 11' 400008 2 7 ill' ~:0 i i 20 i 5 39~: BO 0 7"5 5 5 411' • • FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION/ WATER MANAGEMENT DISTRICTS/~ U.S. ARMY CORPS OF ENGINEERS JOINT APPLICATION FOR ENVIRONMENTAL RESOURCE PERMIT/ AUTHORIZATION TO USE STATE OWNED SUBMERGED LANDS/ FEDERAL DREDGE AND FILL PERMIT FORM 547.27/ERP (&94) Ruie 40D-1.659, FAC. • • SECTION A PART 1: Are any of the activities described in this application proposed to occur in, on, or over wetlands or other surface waters? ® yes ^ no is this application being fled by or on behalf of an entity eligible for a fee reduction? ^ yes ©no PART 2: A. Type of Environmental Resource Permit Requested (check at least one) ^ Noticed General -include infomurtion requested: in Section 8. ^ Standard General (single fatuity dwell'mg--include information requested in Sections C and D. ® Standard General (aN other projects) -include information requested in Sections C and E. ^ Standard General (minor systems) -include infomwtion requested in Sections C and H. ^ Standard Geneiai (borrow pits) -include information requested in Sections C and t. ^ Individuai.(single fam8y dweilmg) -include irrfomuition requested in Sections C and D. ^ Individual (all other projects) -include infortnatian requested in Sections C and E. ^ Individual (borrow pits) - include irrfonnation requested in Sections C and I. ^ Conceptual - include irformaton. requested in Sections C and E. ^ Mitigation Bank (canstnrctioni - include informaton requested in Section C and F. (If the proposed mitigation bank involves the construclion of a surface water management system requiring another permit listed above, check the appropriate box and submit the information requested by the applicable section.) ^ Mitigation Bank (conceptual) -include information requested in Section C and F. B. Type of activity for which you are applying (check at least one) © Construction or operation of a new system, including dredging or filling in, on or over wetlands and other surface waters. (If reapplying for an expired, denied or withdrawn permit/ application, please provide previous permit Jf .~ ^ Alteration or operation of an existing system which was not previously permitted by SWFWMD or DEP. ^ Modification of a system previously permitted by SWFWMD or DEP. Provide previous pemtit ~ and check applicable mod-rfication type. ^ Alteration of a system ^ Eztension of permit duration ^ Abandonmarrt of a system ^ Construction of additional phases of a system ^ Removal of a system C. Are you requesting authorization to use State Owned Submerged Lands. ^ yes ®rto if -yes, include the irrfomurtion requested in Sedion G. D. For activities in, on or over wetlands or other surface waters, check type of federal dredge and frD permit requested: ^ trxGvidual ^ Programmatic General ^ General ^ Nationwide ®Not Applicable E. Are you claiming to qualify for an exemption? ^yes ®no R yes, provide nrie number if known FoRnn 5a~.z~~~~s-sa~n Page 1 of 5 ~; ... I .... • PART 3: A. OWNER(S) OF LAND 8. APPLICANT (IF OTHER THAN OWNER) NAME NAME Mike Wiiienbacher, Division President COMPANY AND T1TtF COMPANY AND-TITLE Rottlund Homes of Rorida, Inc. ADDRESS ADDRESS 2637 McCormick Drive CITY, STATE, Z1P CrTY, STATE, ZIP Clearwater, Florida 33759 TELEPHONE (727) 669-2449 TELEPHONE ( ) FAX (727) 669-0997 FAX ( ) C. AGENT AUTHORIZED TO SECURE PERMIT (IF AN D. CONSULTANT (IF DIFFERENT FROM AGENT) AGENT IS USED) NAME NAME Sean P. Cashen, P.E. COMPANY AND TTfLE COMPANY AND TITLE Gulf Coast Consulting, Inc. ADDRESS ADDRESS '13630 58"' Street North, Suite 110 CITY, STATE, ZIP CITY, STATE, ZIP Clearwater, Florida 33760 TELEPHONE ( ) TELEPHONE (727) 524-1818 FAX ( ) FAX (727) 524-6090 PART 4: PROJECT INFORMATION A. Name of project, including phase if applicable: Lake Chautauqua Subd"rvision 8. !s this application for part of a muit6-phase project't t7 yes ®no C. Total applicant-owned any contiguous to the project 0_0 acres D. Total project area forwhich a permit is sought 23.0 acxes E. Total impervious area for which a permit is sought 7.05 acres F. Tatai area (metric equivalent for federally funded projects) of work in, on, or over wetlands or other surface waters: acres or square feet (__fiectar+es ar square meters) N/A G. Tatai number of new boat silps proposed: WA FORM 5a7rriE~P(s-say- Page 2 of 5 • • PART 5: PROJECT LOCATION (use additional sheets, if needed) County(ies) Pinellas Seci;on(s) 32 Township 28s Range 16E Section(s) Township Range Land Grant name, if applicable: Tax Parcel Identification Number. Street address, road, or other location: 25b0 Lakeshore Drive (aka Chautauqua Avenue) City, Zip Code, ifi app(ic~bie Clearwater, Florida 33763 PART 6: DESCRIBE IN GENERAL TERMS THE PROPOSED PROJECT, SYSTEM, OR ACT11/ITY: Proposed 23.0 acre, 46 lot single-1•amily detached subdivision within the City of Clearwater located west of Lake Chautauqua and east of Chautauqua Avenue. Fow~ sa~z7~t8-sad Page 3 of 5 '~ • PART 7: A. ff there have been any pre-application meetings for the proposed project, wiifi regulatory staff, please list the date(s), location(s), and names of key staff and project representatives. Date(s) Location(s) Names 10-23-03 Tampa Michelle Hopidns. Rids Perry and Ridrard Alt B. Please identify by number any MSSWM/RM (dredge & fiiI~ERP/ACOE permits or applications pending, issued or denied and any related enforcement actions at the proposed project site. WA Agency Date Number/ Type Action Taken C. Note•The following information is reQuired for projects proposed to occur in on or over wetlands that need a federal dredge and fill permit and/or authorization to use state awned submerged lands. Please provide the names, addresses and zip codes of property owners whose property directly adjoins the project (excluding applicant) and/or is located within a 500 foot radius of the project boundary (for proprietary authorizations, if any). Please provide a drawing identifying each owner and adjoining property lines. (Use additional sheets, if needed). .I _ 2. 3. 4. 5. 6. FORM sa~2~>F~~s-says Page 4 of 5 . ! • PART S: A. BY signing this application form, I am applying,. or I am applying on~ behalf of the owner or applicant for the permit and/or proprietary authorizations identified above, according to the supporting data and other incidental information fled with this application. I am familiar with the information contained in this application, artd n~resent that such infom-ation is true complete and accurate. •1 understand that knowingly making any fad statement ar representation in the application is a violation of Section 373.430, F.S. and 18 U.S.C. Section 1001. 1 understand this is an application and not a permit and work prior tp approval is a violation. I understand that this application and any permit or proprietary authorization issued pursuant thereto, does not n~'ieve me of any obligation for abfaming any other required federal, state, water management district or local permit prior to commencement of consfiuction. I agree, or I agree on behalf of the owner or applicant, to operate and maintain the permitted system unless the permitting agency authori¢es transfer of the permit to a responsible operation entity. Michael Willentracher Division President Rottlund Homes of Florida Typed/P ' tact Na a Owner, Applicant or Agent Corporate Title, if applicable ,~ ~//?I'r73 Signature of Owner, p cant or Agent Date ~- . B. AN AGENT MAY SIGN A80VE ONLY IF THE FOLLOWING IS COMPLETED: 1 hereby designate and authorize the agent listed above to act on my behalf, or an behalf of my corporation, ~ the agent in the processing of this application for the permft and/or proprietary author¢ation indicated above; and to famish, on request, supplemental information in support of the application. in addition, I authorize the above-i'isted agent to bind me, or my corporation, ip perform arty requirement which may be necessary fp procure the permit or author¢afion indicated above. Typed/Printed Name of Owner or Applicant Corporate Titie, if appiipbie Signature of Owner ar Applicant Date C. PERSON AUTHORlZlNG ACCESS TO THE PROPERTY MUST COMPLETE THE FALLOWING: I either own the property described in this application or I have legal authority to allow access in the property, and I conserrt, after receiving prior notification, to any site visit on the property by agents or personnel from the Department of Environmental Protection, the Sordtrwest Florida Water Management District and the U.S. Army Corps of Engineers necessary for the review and inspection of the proposed project spedfied in this application. I author¢e these agents or personnel to enter the property as many Times as may be necessary to make such review and inspection. Further, I agree to provide entry to the project site for such agents or personnel tD monitor authored work if a permit is granted. Michael Willenbacher Signature Division President Rotflund Homes of Florida Corporate/Title, if applicable C t~ ~~ v Dab D, 1 certify that the engineering features of this surface water management system have been designed by me or under my responsible charge and in my professional opinion conform with sound engineering principles i rules and specifications. I further agree that I or my engineering firm will famish the p wt set of guidelines and schedules for maintenance and operation of the surface stem. Sean P. Goshen. P.E_. No 42505 8y: _ Name (please type) FL P.E_ No. esr of Ret:,rd - Guff Coast Consulting. Ina Company Name 13630 58'" Street North. Suite 110 company Address Cleannraber. Florida 33760 City, Sta6a, Zip •AFFIX SE.AL• ~~~ Date: Phone: (7271 524-1818 FoRnn 5a7~7~ERP~B-says Page 5 of 5 ~- THIS SPACE IS FORMATTED TO FACILITA GUIDE THE DIALOGUE DURING APRE-APPL ON MEETING AND PROVIDE NOTE TAKING SPACE. A SUPPLEMENTAL "PROMPT LIST" OF DISCUSSION ITEMS IS ATTACHED, WHICH SHOULD BE EXAMINED BY THE APPLICANT PARTIES PRIOR TO THE MEETING TO IDENTIFY TOPICS FOR DISCUSSION. Southwest Florida Water Management District FILE No. ~ . Resource Regulation Division 28-16-32 `~~~ ERP Pre-Application Meeting NOTES Date: October 23, 2003 Time: 9 AM Project Name: Lake Chautauqua Attendees: Michelle Hopkins, Rick Perry, Richard Alt Shaun Cashen, Al Kesler, Marty Armstrong , County: Pinellas S/T/R: 32-28-16 Total Land acreage: 23 Project acreage: 23 Prior Onsite/Offsite Permit activity: N/A Project Overview: Proposed construction of a 4S lot single family development. Site Information Discussion: (Site Topography, SHW Levels, Flood plain Elevations, Conveyance and Storage, Tailwater Conditions, Adjacent Offsite Contributing Sources, Receiving Waterbody, Karst Formations, Existing Wells, Contaminated Sites /Coordination w/ FDEP, etc.) • The onsite soils are not well drained and the water table is fairly high. They need to provide soil borings to support the elevation of the water table and the depth of excavation. Environmental Discussion: (Wetlands Onsite, Wetlands On Adjacent Properties, Site Visit, Delineation, Permanent/Temporary Impacts, SHWL, Wetland Hydrology, Drawdown Issues, Alternatives Analysis, Elimination/Reduction, Secondary and Cumulative Impacts, T&E species, Conservation Easements, Buffets, Mitigation Options, Mitigation Costs, OFW, Aquatic Preserve, etc.) • The wetland limits were reviewed by District staff (Rick Perry). They submitted the survey to Rick for review. The onsite wetlands include an isolated area and a portion of Lake Chautauqua. The isolated wetland (2.7 acres in size) may have been partially or in whole, excavated from uplands. • They are proposing a minor wetland impact to the isolated wetland (approx. 700 sq ft). • They would also like to lower the SHWT of the isolated wetland in order to use the wetland for water quality treatment and attenuation. The current outfall for the wetland is top of bank, which is around 90, 90.5. The SHWT set during the wetland review ranged from 89.57 to 90.1. They would like to lower the water level in the wetland by 3'. Rick did not think that this would be an option without considering it to be an impact to the wetland, even though the wetland may be disturbed.. Lowering the water level in the wetland will probably require mitigation and may trip the 1 acre threshold for individual permits. They will probably not use this design option, but may propose lowering the level in the wetland to 89 and providing a lined pond adjacent to the wetland with a lower level. We will have to assess the level of impact and the mitigation proposed to determine if the proposal is ok. • They need to provide a minimum 1 S', average 2S' buffer around the wetland without addressing secondary impacts. They will probably not be able to maintain the average 2S' buffer and will need to address secondary impacts. • Rick strongly encouraged mitigation, at least partially, through a conservation easement along the lake. ERP Pre-Application Meeting NOTES OPERATIONAL Page 1 of 2 September 2000 °o= -- r~ Sovereign Lands Discussion: (Title Determination, Delegated Authority, Correct Foam of Authorization, Content of Application, Assessment of Fees,•Coordination with FDEP, etc.) • The receiving lake may not be OF~V. This will need to be verified, however a previous permit for a dock reflected that the lake was not OFW. Water Quantity Discussion: (Basin Description, Design Storm Event, Pre/Post Volume, PreJPost Dischazge, Local Requirements, Other) • They need to demonstrate that lowering the water table will not cause adverse impacts to the adjacent property, wetlands and the water resource. • Demonstrate no net fill in the 100 year floodplain. • Show that the post-development peak discharge rate will not exceed the pre-development peak discharge rate fora 25 year, 24 hour storm. The lake ultimately vutfalls to Alligator Creek. Water Quality Discussion: (Type of Stormwater Treatment, Technical Characteristics, Non-presumptive Alternatives, Construction Phase Water Management and Erosion Control, Contaminated Sites, Ground Watet Protection, etc.) • They need to provide water quality treatment for,the site. Treatment will be provided in a proposed pond through effluent filtration and in proposed rear yard swales for the areas that can't be drained to the pond. Operation And Maintenance, Legal Information: (Ownership or Perpetual Control, Eminent Domain, Work on District Property, lnspecUions During Const., O&M Entity, System O&M Instructions, Homeowner Association Documents, Coastal Zone Requirements, Public Safety, etc.) • Provide a copy of the deed or contract for sale for evidence of ownership. • Provide draft association documents for the property owners association. Application Type And Fee Required: (40D-4.041Pennits Required, 40D-1.607 Fee Schedule, etc.) • ERP General, $1600 fee (as long as wetland impacts ~ ~ ~ ~ ' ~ ~ ~ ~ ~ ~ `' Forms A, C and E Other: (Future Pre-Application Meetings, Fast Track, Subm Construction, etc.) • N/A Disclosure: The District ERP pre-application meeting process submittal of a complete permit application. Information shared District permit decisions are based upon information submitted com lete. ERP Pre-Application Meeting NOTES L.L ~. ..-.~..` ~ o CITY OF CLEARWATE ~~~' 1 PLANNING DEPARTMENT ~' v `1~ _ / 11 ~ ~ POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING LONG RANGE PLANNING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 DEVELOPMENT REVIEW TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W.MYCLEARWATER. COM January 09, 2004 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 2301 NORTH CHAUTAUQUA AVENUE (FLS2003-10054/PLT203-00013) To Surrounding Property Owners: As a property owner within 200 feet of 2301 North Chautauqua Avenue, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development has been filed for that property. The request is for approval to permit a 46 lot single family residential subdivision (detached dwellings) with reductions in lot sizes (with some lot sizes less than 20,000 square feet), reductions in lot widths (some lot widths less than 100 feet), reductions in side and rear setbacks, and an eight foot high wall as a Residential Infill Project, under the provisions of Section 2-103.B and Preliminary Plat approval for 461ots. On January 29, 2004, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determination, the Planning Director will issue a Development Order approving, approving with conditions or denying the application. The earliest date that the City will make a decision on the application will be January 29, 2004. The City encourages you to participate in the review process of this application.. You may phone me at 727-562-4604 for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting (January 29, 2004). An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. Please do not hesitate to contact me should you have any questions.`You may access our Planning Department through the City's website: www.c.learwater-fl.com or my direct email address at mike.reynolds @myclearwater.com Sincerely, ` 9 /fii~~i.w~ rr . ~~-~ Michael H. Reynolds, AICP ' Senior Planner ,- i S:\Planning Department\C D B~Standard Flex\Pending Cases\3 - Up for the Next DRC\Chautauqua 2301 Lake Chautauqua Avenue\Chautauqua 2301 Notification Letter.doc ~ ~. LL o CITY OF CLEARWATER _ ~~~~ ~~ PLANNING DEPARTMENT ~'`J POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 U MUNICIPAL SERVICES BUILDING LONG RaNGE PL.aNNING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 DEVELOPMENT REVIEW TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W . MYCLEARW ATER. COM January 09, 2004 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 2301 NORTH CHAUTAUQUA AVENUE (FLS2003-10054/PLT203-00013). To Surrounding Property Owners: As a property owner within 200 feet of 2301 North Chautauqua Avenue, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development has been filed for that property. The request is for approval to permit a 46 lot single family residential subdivision (detached dwellings) with reductions in lot sizes (with some lot sizes less than 20,000 square feet), reductions in lot widths (some lot widths less than 100 feet), reductions in side and rear setbacks, and an eight foot high wall as a Residential Infill Project, under the provisions of Section 2-103.B and Preliminary Plat approval for 461ots. On January 29, 2004, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determination, the Planning Director will issue a Development Order approving, approving with conditions or denying the application. The earliest date that the City will make a decision on the application will be January 29, 2004. The City encourages you to participate in the review process of this application.. You may phone me at 727-562-4604 for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting (January 29, 2004). An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date'of the Development Order. Thank you for your interest in the City of Clearwater's development review process. Please do not hesitate to contact me should you have any questions. You may access our Planning Department through the City's website: www.clearwater-fl.com or my direct email address at mike.reXnolds @myclearwater.com Sincerely, /1Z/ ~i~.tC /~ - Michael H. Reynolds, AICP Senior Planner S:\Planning Department\C D B~Standard Flex\Pending Cases\3 - Up for the Next DRC\Chautauqua 2301 Lake Chautauqua Avenue\Chautauqua 2301 Notification Letter.doc _._r__---.._.. ___..___._.."..__.._....._____ ".....~.._._.-..-- ,~ I' i• -. M'~O PauW :. .I n1 a5 f~iN.tb1E?5 ' 1 1 - ~ -- -EnSit ;~ 60a5 ~~' . eG05 ~0E-- .trEWEL SON; OWED ~-=_ STt~IR ELE\%P.TI!ON ~ni_E ilY . ~._~__.____.__ FONT ELFVn.1ION I/4° ~ r-c~ -_~-~~ _. _ ._.._~ __"_j eFV. o- co- ~ REAF EL E V =."f iON '•/4" = I'-O" ~a. Zgr~~~ --~, G --* ~a4~H~ ----Qr ae..t,. J B .7 t R ENG~NEERINL INC. PO Box 15GG V alnco , F•i 33595--15Gc R nIPti Remnurt L • 39N0 THESE 0.NV5 NlE ~rv Cq.Pli4^iCG tNTH ~ctroN iwa a= *He cool aaaon Bxw~vc aux. i~ STAIR ELEVATION sca.e ~irz •ro -- i• FRONT E L E V A T I O N f-,.o~:~ -~~o ~K..,;.~ _ ~xo L._ __. _ __.. .. _ .. _...___. _ ...._.__ . _. ~, viio.m _'_.___.._ ._.._..__ ........ ..___. ......_...._._. . __._.. .._.--_....._... .assa~~-.._ ___._ . 4 p pi O.v ~ -_.i F-- p E A l2 E L E V A T I O N !"' <.~ . Fa ~~1_/ N saw I.. ~_~° ~-- -- ------ h~ fi -~ __._-. . , . 0. iP0' - __ __ b s1~ l m a a~o- ~.. .v.: v.e - ~o~u.~e. '. ~r. ________.-___-_.-_ _._._ LEFT SIDE E L E V A T I O N - s~~e ~.~ as~a e:~.sa'w..°Q.w ~r.F .....,Q e....5 .~o+~ a°~x'~.a. GABLE ROOF DETAIL ~Anea I _ Mr. ra • iti ~~ s ~.a~ ~„~, ~ a ax ~~ `- _„ orP i ' ~~~1, v~~I~ _.. ~ n.ee iIXN _~' REI'it1ERT. 1 ASSOC!A TEE INC. 3005 Cu~erd Dr. V el.~co FI 335°1 Tcl[5E Ra 5 nRE iN COn.R~/u.CE ~ rH FU/iOO} ht6P U.OVnW Z~ di ~99Y [OiriCN f~LGH? SIDE F_LEVATIO\• r -,.-. 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T H E B A R R 1 N G T O N =~. O REAR ELEVATION ~. • b b LEFT SIDE ELEVATION • ~- R a f21GHT SIDE ELEVATION • Main Street Elevation . ~ ~.., ;~ '' i '~ Visitor & Residents Entr~_ Residents On~v~ Entrance µ.,y„HEIDT & ASSOCIATES, INC. ~ - ~ .,~,.+ iM- ~ .,.~..,.,..~, .,,.F. - ~ _ ROTTLUND HOMES .. ~ ...~~~,., M.. ,r ~ ~. s. • j~ Y ~/ • Preliminary Master Drainage Report Lake Chautauqua Subdivision November 2003 Prepared for: Rottlund Homes 2637 McCormick Drive Clearwater, Florida 33759 Prepared By: Gulf Coast Consulting, Inc. 13630 58~' Street North Suite 110 Clearwater, Florida 33760 Phnoe: (727) 524-1818 ~ ~ 7"" C'.. ~ ` 6~~ M. ^r S•t. Y`a r.: t `3~ ~ 1~ ~ ~ • • PROJECT SUMMARY The approximate 23 acre property is located east of Chautauqua Avenue, north of 2'~ Avenue South, west of Lake Chautauqua in Pinellas County, Florida. An existing 2.55 acre isolated surface water wetland lies within the north portion of the site. The site topography and sheetflow runoff slopes from elevation 92 to elevation 85, draining from west to east towards Lake Chautauqua. The stormwater modeling program used for the pre & post developed routing for the proposed project was ICPR Version 3.0. Pre-Developed Conditions The soils, per the SCS Soil Survey of Pinellas County, are a mix of Pomello fine sands (west portion of site) and predominately Immokalee fine sands with a seam off Myakka fine sands along the western edge of Lake Chautauqua. The existing surface features aze mildly sloped from west to east with fairly good grassed vegetation with pine trees. Existing topography provided by Polaris Surveying shows that a relatively small pre-developed basin azea dischazges via sheet flow to the existing isolated wetland located on the northwest portion of the site with the majority of the site draining by direct sheetflow to Lake Chautauqua. The pre-developed runoff rates were determined using a 25 year, 24 hour storm event, required by the City of Clearwater and SWFWMD. Post-Developed Conditions The subject site in the post condition proposes 46 single family home sites. The drainage scheme with associated basins have been divided into the following. Basin 10 drains to the sediment sump Pond 10 which outfalls to the existing isolated wetland which ultimately discharges to Lkae Chautauqua. Basin 20 drains to a proposed Pond 20 which will be lined with an impermeable PVC liner. This pond also dischazges to Lake Chautauqua. The remaining Reaz Lot basin consists of the proposed treatment swale to the rear of lots 9 through 24 which also outfalls to Lake Chautauqua. Water quality will be provided between the Normal Pool Elevation and Seasonal High Water elevation within the isolated wetland area. Water quality within pond 20 will be provided by an exfiltration underdrain system. Summary The 25-Year / 24-Hourpost-developed peak dischazge rate to Lake Chautauqua which tota157.78 cfs does not exceed the allowable 25-Yeaz / 24-Hour pre-development peak discharge of 58.47 cfs (the total of the~eak sheetflow runoff plus the wetland overflow to Lake Chautauqu_a~_ The proposed project can function during the posttwenty-five storm event, with no adverse upstream or downstream impacts. Water quantity and quality requirements are met for the proposed surface water system, and adheres to the requirements of the City of Clearwater and the Southwest Florida Water Management Bistrict. CATION MAP 4 I i~'~ ~I '~ ~ ~l ( N ! l ~` ~o W PROJECT LOCATION O ~ OLD TAMPA BAY n p ~ ~ J ~ ~. o ~ ~ ~ ~ ~ ~ ~ W { _ `. .,. wz "~ r 4 ~ ~~~ ~~ ~ ~ + ' . ` r.~ 4 n I ~ -, " ~; ' ~ I ~ : : ~ ~ ~ i. ~Mp.: ' y . f ,.. - ~ Jl Tti`' i i r,+- '~,'' ! .t .~ p.. ~ { ~ i .111 T e 1. ~ ~ `` ,. r ,,.. ,. ~. 2 ^ r ~v { M y I rxx ~- ~ ~ t} ~= i .t y ~, -~ - is { ~ f I" i . ~p - ~Om~c ~l o ~'~ Sa . 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L.14'^., .!~,;~ • !, ` - ~ 51.~1~+ ` .k". ,1j., • l ~ z =, c.N, (:~..vy :tl~ilr `~ ,+ ~ ..+.- 1 v s f'.a ~ a-.., + '-. - ti°s>I` ~ •' • - • ~ .. a "~,. - .,~ .. „ '~. f~ "x ~S ~ _.-~ t4y f _ .! l~• {(CS • xa ~ ~.. 1111i~ ... ~~~ ~.. j• • + • b., v'" ~ ~ S~ ~ ~ i ul.. ~4y `'~*^.-" ~ ~V.~ ~~.... 1\ - ~ 1, 3 ~ Y <"°- ' ~ 5. t yra .~rs ~ ~ ~I , ~ ~ 7 ~ ~- `4 0 0.3 0.6 0.9 1.2 1.5 km 0 0.2 0.4 0.6 0.8 1 mi Map center is UTM 17 330568E 3098924N (WG584/NAD83) Oldsmar quadrangle -TopoZone Pro elevation display Projection is UTM Zone 17 NAD83 Datum l+~" M=-4.1ti4 G=-4,809 http://www.topozone.com/print.asp?z=17&n=3098923.63172301 &e=330568.304133615... 11/20/2003 ~; • PRE-DEVELOPMENT ANALYSIS CN Calcs-Pre PRE DEVELOPED WEIGHTED SCS CURVE NUM BER CALCULATIONS Upland Sheetflow Basin Total Drainage Area POST = 16.09 Ac Post-Developed Land Use Hydr. Greup Area (Ac) Area (Sg Ft.) % CN %CN Pomello Fine Sands C 4.87 212,137.20 0.30 75 22.70 Immokalee Fine Sands D 8.33 362,854.80 0.52 81 41.93 Myakka Fine Sands D 0.80 34,848.00 0.05. 81 4.03 Orlando Firie Sands D 1.80 78,408.00 0.11 81 9.06 Chautauqua Avenue (Pavement and lt/W) 0.29 12,632.40 0.02 85 1.53 16.09 Ac 700,880.40 SgFt 100 79,26 USE 79.30 WETLAND BASIN Total Area POST = 4.84 Ac Post-Developed Land Use Hydr. Area ~ Area % CN %CN Group (Ac) (Sq.Ft.) Wetland Area at JD Line 2.55 111,078.00 0.53 100 52.69 Upland Area(Pomello and Immokalee fine sands) 2.18 94,960.80 0.45 79 35.58 Chautauqua Avenue 0.11 4,791.60 0.02 85 1.93 4.84 Ac 206,038.80 SgFt 98 90.20 USE 90.20 s Prepared by Richard L. Bowman 11 /20/2003 8:22 AM Time of Concentration Calculation Overland Flow (max. 300 feet) SCS Lag Equation: Tc = K L0'8 [ (1000 / CN) - 9]°"7 1900 So.s Where: L= Flow Length . CN= SCS Curve Number • S= Average Water Shed Slope K= Units Constant" 60" (for English) Shallow Concentrated Flow (Beyond 300 feet) Where: Basin Total Flow Length Overland Flow Length Shallow Concentrated Flow Length SCS Curve Number Overland flow Average Slope Concentrated flow Avg. Slope (Shallow) V _ L T~ V L= Flow Length V= Velocity (see FDOT Figure 5-20) A B 925 ft 300 ft 625 ft 79.0 0.50 1.05 C D E F Overland Flow T~ = 10.61 min. Shallow Concentrated T~ = 6.94 min. Total T~ = 17.56 min. USE 18 Min. • • Lake Chautauqua Subdivision Pre-Development Flow_Chart Nodes A Stage/Area V Stage/Volume T Time/Stage M Manhole Basins O Overland Flow U SCS Unit Hydro S Santa Barbara Links P Pipe W Weir C Channel D Drop Structure B Bridge R Rating Curve H Breach A:Wetland Basin U:Wetland Basin ~ W:Overflow -__---_--`~ T:Lake Chautauqua U:UplandSheetflow Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. • ~ Lake Chautauqua Subdivision PRE-Development ___= Basins ____________________________ Name: UplandSheetflow Group: BASE Unit Hydrograph: Rainfall File: Rainfall Amount(in): Area(ac): Curve Number: DCIA($) Uh256 Flmod 9.000 16.090 79.30 0.00 Node: Lake Chautauqua Status: Onsite Type: SCS Unit Hydrograph Peaking Factor: 256.0 Storm Duration(hrs): 24.00 Time of Conc(min): 18.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ------------------------------------------------------------------------------------ Name: Wetland Basin Node: Wetland Basin Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Rainfall File: Flmod Rainfall Amount(in): 9.000 Area(ac) 4.840 -Curve Number: 90.20 DCIA(%): 0.00 Peaking Factor: 256.0 Storm Duration(hrs): 24.00 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Nodes ________________________________ Name: Lake Chautauqua Group: BASE Type: Time/Stage Time(hrs) Stage(ft) 0.00 85.100 12.00 86.200 24.00 86.200 30.00 85.900 Base Flow(cfs): 0.000 Init Stage(ft): 85.1.0. Warn Stage(ft): 0.000 ------------------------------------------------------------------------------------ Name: Wetland Basin Base F1ow(cfs): 0.000 Init Stage(ft): 89.00 Group: BASE Warn Stage(ft): 92.00 Type: Stage/Area Stage(ft) --------------- --- Area(ac) ------------ 89.000 2.5200 89.500 2.6500 Interconnected Channel and Pond Routing Model (ICPR) X2002 Streamline Technologies, Inc. Page 1 of 3 ~ 7 Y Lake Chautauqua Subdivision PRE-Development °__= Routing Simulations __________________________________________________=_______ Name: Pre dev run Hydrology Sim: 25-24 predev Filename: C:\Program Files\Icpr3\Pre dev run.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Time Step Optimiser: 10.000 Start Time(hrs): 0.000 Min Calc Time(sec): 5.0000 Boundary Stages: Delta Z Factor: 0.10000 End Time(hrs): 30.00 Max Calc Time (sec): 30.0000 Boundary Flows: Time(hrs) ------------- Print Inc(min) -- --------------- 11.000 30.000 15.000 5.000 30.000 30.000 Group Run BASE Yes __== Boundary Conditions =________°_________________________________________________ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 3 of 3 • Lake Chautauqua Subdivision PRE-Development Output Max Time Name Group Simulation Flow hrs Overflow BASE Pre dev run 13.83 Max Max Max Time Max Max Time Max Flow Delta Q US Stage US Stage DS Stage DS Stage cfs cfs hrs ft hrs ft 2.051 0.027 13.83 89.818 12.00 86.200 P ~ ~-~~a ~m ~~. ~ ~-+o l~ qoa, Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 r v Lake Chautauqua Subdivision PRE-Development Output Max Time Name Group Simulation Stage hrs Max Warning Max Delta Max Surf Max Time Max Stage Stage Stage Area Inflow Inflow ft ft ft ft2 hrs cfs Lake Chautauqua BASE Pre dev run Wetland Basin BASE Pre dev run i~ i• 1436 vP~ ~..~ -~ ,~~ ~~~,~_~~ u.~ciwiuic~~cu ~,iraiuie- ana rona tcou[mg ivloaet (1l,YtC) v~uu~ ~treamlme t ectll]ologles, tnc. 12.00 86.200 0.000 0.0008 13.83 89.818 92.000 0.0065 Page 1 of 1 y • • POST-DEVELOPMENT ANALYSIS CN Celcs POST DEVELOPED WEIGHTED SCS CURVE NUMBER CALCULATIONS BASIN 10 Total Drainage Ares POST = Post-Developed Land Use 2.57 Ac Hydr. Area Group- (Ac) Area (Sa Ft) % Cp] o/~] Lots (35%Impervious and 65 Impervious) 1.78 77,536.80 0.69 86 59.56 Roadways 0.32 13,939.20 0.12 98 ]2.20 Existing Chautauqua Avenue 0.22 9,583.20 0.09 83 7.13 Proposed Pond 0.25 10,890.00 0.10 90 8.75 2.57 Ac 111,949.20 SgFt 100 87.65 USE 87.7 BASIN 20 Total Area POST = 12.06 Ac Post-Developed Land Use Hydr. -- Group Area (Ac) Area % (sg.Pt.) CA] o/,~ Lots (35°/ Impervious and 65 Impervious) 9.58 417,304.80 0.79 86 68.32 Roadways 1.69 73,616.40 0.14 98 13.73 Proposed Pond Area 0.79 34,4 ] 2.40 0.07 9S b.22 • 12.06 Ac 525,333.60 SgFt 100 gg,27 USE 83.3 WETLAND BASIN Total Area POST = 3.97 Ac Post-Developed Lsnd Use Hydr, Area Area % ~ o/~N (hoop (Ac) (sg.PtJ Wetland Area at JD Line 2.55 ] 11,078.00 0.64 100 64.23 Rear Lots 1.42 61,855.20 0.36 86 30.76 3.97 Ac 172,933.20 SgFt 100 94.99 USE 95.0 REAR LOT EAST BASIN Total Area POST= ].95 Ac , Post-Developed Land Use Hydr. Area Area % Cl.] o/~~ liroup (Ac) (Sg.Ft.) Rear Lots 1.95 84,942.00 1.00 86 86.00 1.95 Ac 84,942.00 SqF[ 100 86.00 .~ IJSE 86.0 Prepared by Richard L. Bowman 11/20/2003 7:56 AM .., East Treatment Swale Required Treatment Calculations Summary "D" Total Depth = 1.25' Bottom Area = 0.0640 Acres Top Area= 0.2230 Acres Total Storage = 0.179 A.F. "FS'° Flat Storage = 0.080 Ac. Ft. "SS" Side Storage = 0.099 Ac. Ft. Side Storag Flat Storage ~DLW BOT\NWL = 85.50 •' Treatment Treatment Type Exfiltration Treatment Rainfall 0.5 In Basin Area 1.95 Acres "TS'° Total Required 0.081 Ac. Ft. Required Treatment Depth "H" Determine "H" by solving quadratic equation: Axe+Bx+C=O -B ± B2 - 4AC or x = 2A SS ~ 3 ~2+FS~ 3 ~-TS=O 0.064 ~H~2+ 0.064 ~H~ _ 0.081 = 0 H= 0.73 Use 0.75 Set Overtlow Weir at Elev. 86.25 11/20/2003 R:\17\ProjDatalDraiangelPhase1\Treatment Vol Caic-East Swale • • Pond 20 Required Treatment Calculations Summary "D" Total Depth = 4.25' Bottom Area = 0.4980 Acres Top Area= 0.7900 Acres Total Storage = 2.74 Ac: Ft. "FS" Flat Storage = 2.12 Ac. Ft. "SS" Side Storage = 0.62 Ac. Ft. Side Storag Flat Storage ~DLW NWL EL = 85.75 •- - Treatment Treatment Type Exfiltration Treatment Rainfall 0.5 In Basin Area 12:06 Acres "TS'° Total Required 0.503 Ac. Ft. Required Treatment Depth "H" Determine "H" by solving quadratic equation: Axe+Bx+C=O -B ± ~ BZ - 4AC or x = 2A SS~ 3 ~2+FS~ 3 ~-TS=O 0.034 ~H~Z+ 0.498 ~H~ _ 0.503 = 0 H= 0.95 SET OVERFLOW ELEV. @ 85.75 + 0.95 = 86.70 11/20/2003 R:1171ProjData\DraiangelPhase1lTreatment Volume Calc-rev • • Lake Chautauqua Subdivision Post-Development Flow Chart Nodes A Stage/Area V Stage/Volume T Time/Stage M Manhole Basins O Overland Flow U SCS Unit Hydro S Santa Barbara Links P Pipe W Weir C Channel, D Drop Structure B -Bridge R Rating Curve H Breach Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. • ~ Lake Chautauqua Subdivision Post-Development Input Data ___= Basins Name: Basin 10 Group: BASE Unit Hydrograph: Uh256 Rainfall File: Flmod Rainfall Amount(in): 9.000 Area(ac): 2.570 Curve Number: 87.70 DCIA(%): 0.00 Node: Node 10 ~ Status: Onsite Type: SCS Unit Hydrograph Peaking Factor: 256.0 Storm Duration(hrs): 24.00 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ---------=-------------------------------------------------------------------------- Name: Basin 20 Node: Node 20 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Rainfall File: Rainfall Amount(in): Area(ac): Curve Number: DCIA($): Uh256 Flmod 9.•000 12.060 88.30 0.00 Peaking Factor: 256.0 Storm Duration(hrs): 24.00 Time of Conc(min): 15.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ------------------------------------------------------------------------------------ Name: East Basin Node: Lakefront Rear Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Rainfall File: Flmod Rainfall Amount(in): 9.000 Area(ac) 1.950 Curve Number: 86.00 DCIA(%): -0.00 Peaking Factor: 256.0 Storm Duration(hrs): 24.00 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ------------------------------------------------------------------------------------ Name: Wetland Basin Node: Wetland Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256. Rainfall File: Flmod Rainfall Amount(in): 9.000 Area(ac): 3.970 Curve Number: 95.30 DCIA(o) 0.00 ___= Nodes Peaking Factor: 256.0 Storm Duration(hrs): 24.00 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 7 • • Lake Chautauqua Subdivision Post-Development Input Data Name: Lake Chautauqua Group: BASE Type: Time/Stage Time(hrs) --------------- --- Stage(ft) ------------ 0.00 85.100 12.00 86.200. 24.00 86.200 30.00 85.900 Base Flow(cfs): 0.000 Init Stage(ft): 85.10 Warn Stage(ft): 0.000 ------------------------------------------------------------------------------------ Name: Lakefront Rear Base Flow(cfs): 0.000 Init Stage(ft): 85.50 Group: BASE Warn Stage(ft): 0.000 Type: Stage/Area Stage(ft) --------------- --- Area(ac) ------------ 85.500 0.0640 86.750 0.2230 ------------------------- Name: Node 10 Group: BASE Type: Stage/Area ------------------------------------------------------- Base Flow(cfs): 0.000 Init Stage(ft): 89.00 Warn Stage(ft): 0.000 Stage(ft) ------------- --- Area(ac) ------------ 89.000 0.1550 92.000 0.2510 ------------------------------------------------------------------------------------ Name: Node 20 Base Flow(cfs): 0.000 Init Stage(ft): 85.75 Group: BASE warn Stage(ft): 0.000 Type: Stage/Area Stage(ft) --------------- --- Area(ac) ------------ 85.000 0.4700 87.000 0.5800 90.000 0.7900 ------------------------------------------------------------------------------------ Name: Wetland Base Flow(cfs): 0.000 Init Stage(ft): 89.00 Group: BASE Warn Stage(ft): 0.000 Type: Stage/Area Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 2 of 7 •, ~ • • Lake Chautauqua Subdivision Post-Development Input, Data Stage(ft) --------------- --- Area(ac) ------------ 88.000 2.3800 89.000 2.5300 92.000 3.1200 ___= Drop Structures Name: Outfall Group: BASE UPSTREAM Geometry: Circular Span(in) : 24.00 Rise(in): 38.00 Invert(ft): 85.500 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: Wetland To Node: Lake Chautauqua DOWNSTREAM Circular 24.00 38.00 84.500 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure Outfall *** Count: 1 Type: Vertical: Mavis Flow: Both Geometry: Circular Span(in): 3.00 Rise(in) 3.00 *** Weir 2 of 2 for Drop Structure Outfall *** Count: 1 Type: Vertical: Mavis Flow: Both Geometry: Rectangular Span(in): 96.00 Rise(in): 999.00 Length(ft): 426.00 Count: 1 Friction Equation: Solution Algorithm: Flow: Entrance Loss Coef: Exit Loss Coef: Outlet Ctrl Spec: Inlet Ctrl Spec: Solution Incs: Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 2.900 Orifice Disc Coef: 0.600 Invert(ft): 87.750 Control Elev(ft): 88.170 Bottom Clip(in): 0.000 Top Clip(.in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 89.000 Control Elev(ft): 89.000 Average Automat Both 0.000 0.000 Use do Use do 10 TA TA ------------------------------------------------------------------------------------ Name: Reach 2 From Node: Node 20 Length(ft): 380.00 Group: BASE To Node: Lake Chautauqua Count: 1 UPSTREAM DOWNSTREAM Geometry: Circular Circular Friction Equation: Average Solution Algorithm: Automat Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 3 of 7 ' ` • Lake Chautauqua Subdivision Post-Development Input Data Control Elevation(ft): 86.250 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.150 Orifice Discharge Coef: 0.600 ------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------ ___= Hydrology Simulations ____________________________________ ------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------ Name: LC100pd1 Filename: C:\Program Files\Icpr3\LCl00pd1.R32 Override Defaults: Yes Storm Duration(hrs) 24.00 Rainfall File: Flmod Rainfall Amount(in): 11.50 Time(hrs) Print Inc(min) --------------- --------------- 24.000 5.00 ------------------------------------------------------------------------------------ Name: LC1024pd Filename: C:\Program Files\Icpr3\LC2524PD.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 7.50 Time(hrs) Print Inc(min) --------------- --------------- 24.000 5.00 ------------------------------------------------------------------------------------ Name: 1c2524pd1 Filename: C:\Program Files\Icpr3\1c2524pd1.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 9.00 Time(hrs) Print Inc(min) --------------- --------------- 24.000 5.00 ___= Routing Simulations __________________________________________________ Name: 1c10024pd1 Hydrology Sim: LC100pd1 Filename: C:\Program Files\Icpr3\1c10024pd1.I32- Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 5 of 7 • Lake Chautauqua Subdivision Post-Development Input Data Execute: Yes Restart: No Alternative: No Patch: No Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 Min Calc Time(sec): 0.2500 Boundary Stages: Time(hrs) Print Inc(min) --------------- --------------- 11.000 5.000 14.000 1.000 30.000 5.000 Group Run --------------- --- BASE Yes Delta Z Factor: 0.00500 End Time(hrs): 30.00 Max Calc Time sec): 30.0000 Boundary Flows: ------------------------------------------------------------------------------------ Name: 1c1024pd1 Hydrology Sim: LC1024pd Filename: C:\Program Files\Icpr3\1c1024pd1.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 Min Calc Time sec): 0.2500 Boundary Stages: Delta Z Factor: 0.00500 End Time(hrs): 30.00 Max Calc Time(sec): 30.0000 Boundary Flows: Time(hrs) Print Inc(min) 11.000 5.000 14.000 1.000 30.000 5.000 Group Run --------------- ----- BASE Yes ------------------------------------------------------------------------------------ Name: 1c2524pd1 Hydrology Sim: 1c2524pd1 Filename: C:\Program Files\Icpr3\1c2524pd1.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 Delta Z Factor: 0.00500 End Time(hrs): 30.00 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 6 of 7 a ~- ~ • Lake Chautauqua Subdivision Post-Development Input Data Min Calc Time sec): 0.2500 Boundary Stages: Max Calc Time (sec): 30.0000 Boundary Flows: Time(hrs) Print Inc (min) 11.000 5.000 14.000 1.000 30.000 5.000 Group ------------- Run -- ----- BASE Yes --_= Boundary Conditions ____________________________________________________ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 7 of 7 10-Year & 25-Year / 24 Hour Post-Development Output Max Time Name Group Simulation Stage hrs Lake Chautauqua BASE 1c1024pd1 12.00 Lakefront Rear BASE 1c1024pd1 12.11 Node 10 BASE 1c1024pd1 12.14 Node 20 BASE 1c1024pd1 12.40 Wetland ~ BASE 1c1024pd1 12.61 Lake Chautauqua BASE 1c2524pd1 12.00 Lakefront Rear BASE 1c2524pd1 12.10 Node 10 BASE 1c2524pd1 12.13 • .Node 20 BASE 1c2524pd1 12.42 Wetland BASE 1c2524pd1 12.59 • ;v s Max Warning Max Delta Max Surf Max Time Stage ft Stage ft Stage ft Area ft2 Inflow hrs 86.200 0.000 0.0008 0 12.37 86.582 0.000 0.0029 8785 12.00 89.648 0.000 0.0049 7656 12.00 88.067 0.000 -0.0050 28520 12.08 89.522 0.000 0.0016 114678 12.08 86.200 0.000 0.0008 0 12.38 86.634 0.000 0.0030 9070 12.00 89.744 0.000 0.0049 7789 12.00 88.438 0.000 -0.0050 29650 12.08 89.619 0.000 0.0015 115511 12.08 Max Inflow cfs 44.506 7.575 10.243 42.325 26.279 54.506 9.374 12.603 51.973 31.994 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 10-Year & 25-Year / 24 Hour Post-Development Output Max Time Name Group Simulation Flow hrs Max Max Max Time Max Max Time Max Flow Delta Q US Stage US Stage DS Stage DS Stage cfs cfs hrs ft hrs ft Outfall Reach 1 Reach 2 Reach 4 Outfall ~fyf,/.,~Lr Reach 1 J 1 (i~~'f1l Reach 2 Reach 4 r L_J BASE BASE BASE BASE 1c1024pd1 12.61 9.926 0.215 12.61 89.522 12.00 1c1024pd1 12.10 9.392 -0.086 12.14 89.648 12.61 1c1024pd1 12.40 29.975 0.200 12.40 88.067 12.00 1c1024pd1 12.11 7.242 -0.062 12 11 86 582 12 00 1c2524pd1 12.59 12.758 0.215 12.59 89.619 12.00 1c2524pd1 12.10 11.620 -0.091 12.13 89.744 12.59 1c2524pd1 12.42 36.027 0.197 12.42 88.438 12.00 1c2524pd1 12.10 8.987 -0.071 12.10 86.634 12.00 ~ p.~k ~~ ~~s~~ , -~~ U~ 9~, = ~~ '~8 ~s ______ 86.200 89.522 86.200 89.619 86.200 86.200 .~ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Ina Page 1 of 1 BASE BASE BASE BASE Central orida Testin Laborator~s, Inc. g JE~.tGhq "/ )E(TELO~hlEht Cthd f~E.~ELL2Gh 12625 - //dOTli STREET NORTH CLEARWATER, FL 33762 TAMPA BAY AREA (7271572-9797 FLORIDA 1-800-248-CFTC FAX (727) 299-0023 November 7, 2003 Mr. Randy Smith Rottlund Homes of Florida, Incorporated 2623 McCormick Drive Clearwater, FI 33759 Re: Preliminary Geotechnical Investigation Lake Chautauqua Property Our Report No. 158388 Dear Mr. Smith: As authorized, our office has conducted a preliminary geotechnical investigation on the above referenced property. This investigation consisted of four (4) standard penetration test (SPT) borings drilled within future lots, six. (6) ~ shallow auger borings performed in the anticipated roadway alignment, one (1) shallow auger boring taken in the rear of a proposed lot, and one (1) shallow auger boring performed in the proposed retention pond. The purpose of the SPT borings was to provide engineering properties of the soils and to allow us to make general recommendations as to foundation types and their compatibility with the existing soils. The shallow auger borings provide general soils data relating to composition, water table levels, and estimates of seasonal high water table levels needed for design purposes. General Site Conditions The subject property is located in central Pinellas County in Clearwater on the east side of US Highway 19, north of Sunset Point Road and south of CR 102 (Enterprise Road). More specifically, the site is bordered by Lakeshore Drive on the west, Lake Chautauqua on the .east, undeveloped land and 3'~ Avenue North on the north, and a private unimproved roadway on the south. The property consists of two (2) residences along the eastern portion of the site, a wetland conservation area, thick vegetation consisting of pine trees and palmettos in the western section of the property, and open areas along the eastern portion, near Lake Chautauqua. Access was gained by taking 3`~ Avenue North to the east off of Lakeshore Drive and entering the property from the north. A chain link fence was present along the western and southern property lines that denied access from these locations. We did, however, cut a section of the fence along Lakeshore Drive to allow boring B-2 to be performed. Test Methods The SPT borings were done using sampling intervals in excess of those required by ASTM Specifications, D-1586, describing the Standard Penetration Test or "split-spoon" method of sampling. Four samples were taken in the upper ten feet to provide greater definition within this zone. The penetration resistance testing and sample taking was accomplished with the use of a 2" O.D. sampler seated six inches into the bottom of the bore hole and advanced an additional one foot under the effort of a 140 pound hammer falling freely thirty inches. i .s • Lake Chautauqua Property - Preliy Geotechnical ~rrvestigation Lab No./Report # 158388 2 The number of blows required of the hammer to advance the sampler one foot into undisturbed material was noted as the blow count (1~ of that particular stratum. Portions of each soil sample so taken, were classified, sealed in moisture-proof containers and returned to our laboratories for verification of field classification. Borings were advanced using a rotary drill rig utilizing a recirculating bentonite drill fluid to maintain the bore hole in noncohesive soils and to remove cuttings created by the drill bft. Upon completion all. borings were sealed in accordance with SWFWMD regulations. Hand auger borings were accomplished with the use of post hole diggers and the Iwan type hand auger. This method of sampling allows for soil samples in approximately six inch vertical increments to be retrieved to the surface for visual classification and collection. SPT Boring Results In proposed building areas (represented by B-1 to B~), soils conditions were very consistent, with mainly medium dense sands being encountered to the termination depth of the borings. An isolated loose strata was found within the upper 5 feet at location B-4 and dense layers were noted at a depth of 20 feet at locations B-2 and B-4. Shallow groundwater Levels were measured in the completed bore holes at depths ranging from -1.5 to -3:5 feet, depending on location. Retention Pond One (1) auger boring, (HA-8), was performed in the proposed retention pond to determine shallow soil profile, current groundwater levels, and estimates of seasonal high groundwater levels. Soils encountered were similar to those found in the deeper SPT borings and shallow auger borings performed in the proposed roadway, with noncohesive granular fine sands present to a depth of 6 feet. A water table was measured at a depth of 2.0 feet and indicators of historical seasonal high water levels were noted at -1.0 feet below existing ground. Roadway Anger Boring Results The six (6) hand auger borings, HA-1 to HA-6 were performed at the approximate locations shown to determine near surface soil profiles and historical seasonal high water table levels based on soil indicators. Results of these borings found the soils to consist of generally granular fine sands to a depth of 8 feet. However, at location HA-3, a thin layer of a highly organic soil (muck) was encountered from -1.0 to -1.5 feet. This soil, which was tested and found to contain 9.8% organics by weight, is not suitable for structural purposes and will need to be removed during initial site clearing or grubbing operations. Based on visual observations and considering this material was not found at any of the remaining test locations, it appears to be isolated to the general area represented by HA-3. Existing groundwater IeveLs were found from -1.6 to -3.0 feet below existing ground with indicators of seasonal high water levels noted from -0.9 to -1.3 feet, depending on location. Central Florida Testing Laboratories, Inc. 12625 - 40~' Street North, Clearvvater, FL 33762 • 'Lake Chautauqua Property - Preb~~ary Geotechnical Investigation Lab No./Report # 158388 3 The Natural Resource Conservation Service (MRCS), formerly the Soil Conservation Service (SCS), lists the site, prior to development, as containing Immvkalee and Pomello soils with seasonal high water levels estimated at <10" for 1 to 2 months and from 10" to 40" for 1 t 2 months, respectively. Our site specific data agrees with these listings. General Building Foundation Recommendations Based on the soil profiles defined by the four (4) SPT borings performed, the building pad areas will be acceptable for supporting the proposed new construction utilizing allowable soil pressures of 2,000 psf. This value should be assumed for at grade or near grade foundations. Due to the potential for disturbed surface soils after the completion of substantial clearing and grubbing operations required to prepare the site, the following recommendation is provided: We recommend that after stripping and grubbing of trees, topsoils, and vegetation, that the pad area plus a ten foot perimeter buffer strip be proof-rolled to increase the density of disturbed near surface sandy soils. Proof-rolling should include a minimum of three passes in each of two perpendicular directions by a drum type vibratory compactor capable of exerting at least 35,000 ft.-Ibs. of dynamic force to the soils. Any fill soils required to bring the site to grade should conform to the following general fill specification: All fill placed within the building pads should consist of clean, noncohesive sandy soils. Fill should be placed in lifts not exceeding one foot in depth and compacted to a minimum density of at least ninety-five percent (95%) of the soils maximum dry density as established by the Modified Proctor Test, ASTM D-1557. Each lift should achieve satisfactory density results prior to placement and compaction of subsequent lifts to eliminate the possibility of dense soil bridging over loose insufficiently compacted soils. This requirement applies to fill placed prior to construction as well as fill placed inside stem walls. Pavement Recommendations Shallow soils found throughout the site by the five (5) hand auger borings identified noncohesive sandy soils considered suitable for supporting standard pavement sections. The noncohesive nature of the sandy soils found by our investigation would require stabilization under typical base construction of crushed aggregate materials, however, soil cement bases generally do not use stabilization unless heavy traffic volumes dictate it by design. Limitations This investigation and report deals only with the soil zones and strata located within the area represented from the ground surface to the termination depth of the boring. It is not intended to predict or accept responsibility for sinkhole development. Other means of subsurface investigations including, but not limited to, deep structural borings, rock coring or geophysical studies are used for sinkhole potential determinations and are out of the scope of this investigation. Central Florida Testing Laboratories, Inc. I 12625 - 40th Street North, Clearvvater, FL 33762 Lake Chautauqua Property - Preb~nary Geotechnical Investigation • Lab No./Report # 158388 4 Generally accepted soil mechanics and foundation engineering practices were utilized in the preparation of this report; and no other warranty, either expressed or implied is made as to the recommendations provided. This report is for the exclusive use of our client and may not contain sufficient . information for other uses, such as quantity take-offs, or for interpretation by other parties for bidding purposes. In the event conclusions and/or recommendations based on our data are made by others, such conclusions and/or recommendations are not ow responsibility unless we have been given an opportunity to review and concw with them If borings were not staked by a registered land surveyor but were located by our drill crews, the following method was used: Distances are generally measured using a 200 foot tape measure with right angle approximation used to turn corners. Scaling from prints or surveys with reference points shown on the plan or geographical references will produce a degree of accuracy that is typically + 5% for length and + 10 degrees for angles. Soil strata delineations are estimated in the field by color changes, texture differences and penetration resistance values. These may be more gadual transitions than those shown on the boring log representations of strata delineations. The ground water depth determination shown on the left side of the boring log was measured in the bore hole at the time of drilling, unless noted otherwise. This depth does not reflect seasonal high water levels and would fluctuate as expected with variations in rainfall or other factors not present at the time of oui soils investigation. The boring data represents only that data obtained during this investigation at the approximate locations shown on the site schematic or plan. Should significant variations of soil or subsurface conditions exist between boring locations and be encountered by future exploratory work or site preparation efforts, ow office should be notified so that supplemental borings, or data gathering determinations can be made to update our report and recommendations at a minimal expense to our client. It is the responsibility of our client to inform our office of these variations if possible modifications of the report is warranted. This report is general in nature, unless specific geotechnical data or recommendations were asked to be addressed However, we would be pleased to answer any questions concerning comments or recommendations made in this report. We appreciate the opportunity to have been of service. If any further evaluation of the site or testing services are needed, either prior to or during construction, please do not hesitate to contact our office. Central Florida Testing Laboratories, Inc. I 12625 - 40~' Street North, Clearwater, FL 33762 Lake Chautauqua Property - Preli~~iary Geotechnical Investigation Lab No./Report # 158388 5 Sincerely, CENT A TESTING LABORATORIES, INC. Tom ates Director of Technical Services TG/GCS/tg Attachments cc: Mr. Sean Cashes, P.E. -Gulf Coast Consulting, Incorporated I Central Florida Testing Laboratories, Inc. 12625 - 40"' Street North, Clearwater, FL 33762 President~~ ~~~ • • 9 ° ¢ 3 i a .. ~_ ' ~lIOAVE N c m`. ::~-.. 18FANi M' __ 3~ANF N _ t - Rq} r I]Q~f'D~ .~ T.OCehOII - yD AVf6... . .1111t1SCAil pW Sam ~ StpfEE; ~IFDIE WAY' ~ -. ~ . ~~ N °a p W ° O •1100 Ddomr. W+s AYgr 06!46 ]000 DD2,kt..AL 01a0D0 0 [71DIa'FRYIa z DA1,E CIR X EVANS ice; S 4•uAO~ {~ ~ 4 ~' ~ .( ~~RQ ¢. i .~ ~ ~ . 1 T WIR 9 j °. ~ ~1' ~ e 3 ~ ~ y ~ ~ ~ xur~ - - ° ~ s ~ ~ S t . ~ ° .TTN ° ~ y~ i SROOK c ? O ~ a ;S '100NcR ° s r o ~ ~ ~. x 4`- ~:Y<_D ~ ~_ ~ w ~ tE/~L '.:~-._ .-_G.. a _ ~ ~z a ~_ ~ ~ s O T° ~ ~ ~ M 1BJ ~BLIIE NERON ~ 'f y ~y, ,~ ~ CONC.C{~{D m O ~ y~i ~~o Y o { X' a ILCE ORS hi ~ ~-~e1C 6(,'gA{lE .1?al-~ B~ ~~ YAVERIII ~N "ryQ- ~ ._ ,~NILL a '_~_ei~ °1 yFT OdI MfAX Y ~ ~ ~ o ~ ~ 6`q. ~ ~ MIIIdOWFMI~ S t r""'J _ FAYIVX; ~ 3333 7A. 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'"~""~ `~ ~ _~ ,° ,d~ ~, -~ ~~ __ ~ `tORaul~nNt+~~ woom~lds ~---~ t,ocalRoad .__.-- ir~tmiltentRlN3r Perk ""' Meja' Conrre~ ~F Road Lake Chautauqua Property Approximate Test Locations ~ ; .._.._.~ . _ _ . .~'_ _ . _ ._.._.._ .~ i .. ff. _.._.._..--~~----. _.. __ ., .. l/. .~ ~_ 1 ( » f. ft fe ~ U ~~ ~ ~. rfrta .~ wn~ ~~ „ w ~w ~ C..'~ ~fM.i- / ~. / fl ~. I• • ~ ~ EXISTING WETI.ANO » ~ u. I _ ~ z" -_- -- ~~-- ~ i .. i ~ ~ >. ,• . ' N ' It I q wl AI ~ „ I ~ !• H U • 11 • i f ~ • 1 / • 11 • i t _3 ~`' ~° I,.._.._. .._ .. .. .. .. ._ • • Lake Chautauqua Approximate Property Limits .. .~ • • t. ` ' t°.:, ~::,.a~'''~FO Ctien ottlund Homes Report No: 158468 A~ ~ ~ ~ ~ g Project Lake Chautaugua Property Log of Borehole: B-1 .~ Location: Date .Drilled: 10-22-03 ~aroaresnrte~~ City /State: Clearwater, Florida t 0 ~ ~ T ~~ Subsurface Profile Desaiption Consistency Blow Count ~ ~ Z Standard Penetration Test (blowslft) 0 20 40 60 80 100 ~, ~ ~. J Ground Surface :~:•:•••: ... '~ . Sand ,fine rained w/rests ..... Sand 9my~ fine grained medium dense 6-8-9 17 _ -- • • • . . .. . ..... ..... • • • • • • • • Sand brown fine rained edium dense -&-9 5 ... ......___.. _..... _ , 5 .... ..._. .... • • . ~ • '~•• Sand medium dense 7-10-14 24 dark brown, fine grained medium dense 8-12-15 27 .•.•.•.• Sand 10 •;•:•:•:• ..._. brown, fine grained medium dense 6-8-11 19 15 ..... . .. •'••••••• . _ Sand medium dense 8-11-12 23 . dark brown, fine grained _ _ 20 ..... •~•• medium dense 10-17-12 29 End of Boring 25 Notes: Water Table: -1.5' Ground Elevation: E~dsting Drilled by: SB/SFi Compiled by: DY Drill Method: Rotary Sampling Method: Spiitspoon ASTM D-1586 Sheet 1 of 1 - ` ' ~~°.;.;. ~ _:,;"~Aa.FO Client ottlund Homes Report No: 158468 ~~ ~ ~ ~ ~ g Projec#: Lake Chautaugua Propertji Log of Borehole: B-2 .~ Location: Date Drilled: 10-22-03 ~ `~o~~„-,c City /State: Clearwater, Florida t m o ~ ~ W a in ~ Subsurface Profile D ascription Consistency Blow Count 3 ~ z Standard Penetration Test (blows/ft) 0 20 40 60 80 100 T J Q Ground Surface :t:.:.-.: Sand --~-- • • • • fine rained w/roots , .... Sand white, fine grained medium dense 3-4-6 10 ..... ' ' ' ' Sand • dark brown, fine rair-ed medium dense 5-&15 23 5 .... ..... .... medium dense 6-8-11 19 : Sand dark gray, fine grained medium dense 7-9-9 18 .. ..... 10 medium dense 8-11-13 24 15 Sand dark brown, foie grained medium dense 8-13-15 28 20 .... _.... -... dense 12-14-16 30 End of Boring .. .... . _....... 25 _.. . _.. _ Notes: Water Table: - 2.8' Ground Elevation: E~assting Drilled by: SB/SH Compiled by: DY Drill Method: Rotary _ Sampling Method: Splitspoon ASTM D-1586 Sheet 1 of 1 ~ - ~~~ .. ~.;: A~''!~FO Client: ottlund Homes Report No: 158468 ~ ~ ~ ~ Project: Lake Chautaugua Property Log of Borehole: B-3 ~~ g .~ Location: Date Drilled: 10-22-03 ~ ~aa~o;,;~;;~~ra~° City /State: Clearwater, Florida ~ Subsurface Profile Description Consistency Blow ~ Standard Penetration Test ~ L ~ Count (blows/ft) ~' ~, o ~ ~ Z 0 20 40 60 80 100 0 Ground Surface :~:.::.: Sand _ ---.. _..... _. _ . ..... .... .?.' ~ = . ~ fine rained w/noots ... , • . • ~: • : • ..... Sand medium dense 2~-6 12 white, fine rained w!tr roots _ _ .... ... ...... ..... medium dense 43-7 10 •~•~•~•~• ..... Sand 5 .... •.•.-.•.• tL brown, fine grained medium dense 4-5-5 10 Sand medium dense 8-9-9 18 It. brown and gray fine grained , 10 medium dense 7-8-8 16 15 • ~ Sand dark brown, fine grained medium dense 8-9~ 15 20 medium dense 8-8-7 15 End of Boring - . - 25 ... _ Notes: Water Table: - 2.5' Ground Elevation: Existing Drilled- by: Si3/SH Compiled by: DY Drill Method: Rotary Sampling Method: Splitspoon ASTM D-1586 Sheet 1 of 1 °... ~._ :. A~~'FC Client: Rottlurtd Homes Report No: 158468 Project: Lake Chautaugua Property Log of Borehole: B-4 F ~ ~ ~~ ~ .erg Location: Date Drilled: 10-22-03 "'~-DA~•npr,L1~"' City /State: Clearwater, Florida Subsurface Profile Description Consistency Blow ~ Standard Penetration Test ~ • L ~ ~ Count (blows/ft) ~, o ~ ~ z 0 20 40 60 80 100 J Ground Surface ~}-• ~ "- Sand ..... • • - - fine rained w/roots , .... -~--• medium dense 2-4-6 10 .... Sand . _.. ._ _ ..... • • ' ' dark brawn, fine grained loose 2-3-3 6 ~•••" medium dense 6-7-9 16 :• I•:I:•: medium dense 3-4-7 11 I•.1:-: . _. ... .. - _ • • Sand . 10 - • : •: ~ dark brown, silty :• I•:I:•: medium dense 7-9-11 20 :• I•a:•: :~ I~a:=: 15 :• I•:I:•: medium dense 7-9-13 22 ..... .... Sand - .... " ' ' ' " brown, fine grained 2 ..... ••'• 0 dense 16-14-17 31 End of Boring _ 25 .. _ .._. ... _..._ ..-- - --._.... Notes: Water Table: - 3.4' Ground Elevation: Fasting Drilled by: SB/SH Compiled by: DY Drill Method: Rotary Sampling Method: Splitspoon ASTM D-1586 Sheet 1 of T .r iES~ED ~ AP-'RpV~O ~entral Florida Testing I.~oratories, lnc. ~sst%>z9 1~EVi/~o~i»z~nt a~ c~E~a~i nc~?~, C ~ T ` `may 92625 -40TH STREET NORTH, CLEARWATER, FL 33762 "'9q~ ~, _~s~'. TAMPA BAY AREA (727) 572-9797 FLORIDA 1-800-248-CFTC .: LAB No.: 158388 sAMPLED BY: TS,SB,SH MATERIAL AS ShOWn SAMPLED FROM: As Shown PRO.IECT: Lake Chautauqua Property DATE SAMPLE°: 10-22 & 10-23-03 SOURCE OF SUPPLY: TESTED BY: Lab CONTRACTOR: DATE TESTED: IO-22 t0 10-28-03 CLIENT: ROtttund Homes DATE REPORTED: 11-Cr03 ntrvrcis iv: Rottlund Homes, Gulf Coast Consulting, Inc. HAND AUGER BORINGS BORING NO. DEPTH (ft) HA-1 0.0 - 1.0 1.0 - 3.5 3.5 - 4.2 4.2 - 5.0 5.0 - 6.0 COMMON NAME Lt Gray White Dk Yellowish Brown Brown Very Dk Brown MUNSELL NO. SOIL DESCRIPTION Water Table @ Time of Test: -3.0' Seasonal High Water Indication: -1.3' HA-2 0.0 - 1.0 White 1.0 - 5.0 Very Pale Brown 5.0 - 6.0 Very Pale Brown Water Table @ Time of Test: -2.1' Seasonal High Water Indication: -1.0' HA-3 0.0 - 1.0 1.0 - 1.5 1.5 - 2.2 2.2 - 5.0 5.0 - 5.5 5.5 - 6.0 Gray Dk Gray Very Dk Grayish Brown Brown Dk Yellowish Brown Very Dk Brown lOYR 7/1 Fine Sand lOYR 8/1 Fine Sand l OYR 4/6 Fine Sand l OYR 5/3 Fine Sand l OYR 2/2 Fine Sand (Some Cemented) lOYR 8/1 Fine Sand l OYR 8/2 Fine Sand l OYR 7/3 Fine Sand l OYR 5/1 Fine Sand w/ Small Roots IOYR 4/1 Fine Sand w/ Organics I OYR 3/2 Fine Sand l OYR 513 Fine Sand l ORY 4/6 Fine Sand l OYR 2/2 Fine Sand (Some Cemented) l OYR 5/1 Fine Sand w/ Small Roots l OYR 2/Z Fine Sand (Some Cemented) l OYR 5/3 Fine Sand lOYR 6/3 Fine Sand l OYR 4/6 Fine Sand Water Table @ Time of Test: -3.0' Seasonal High Water Indication: -1.0' HA-4 0.0 - 2.0 Gray 2.0 - 2.6 Very Dk Brown 2.6 - 3.0 Brown 3.0 - 5.2 Pale Brown 5.2 - 6.0 Dk yellowish Brown Water Table @ Time of Test: -2.9' Seasonal High Water Indication: -1.1' The above information represents only those materials within the speed limits of the individual test location at the time the test was conducted No further assumptions or interpretations can be made regarding additional site conditions not specifically addressed i• y ~~rri7ect: Lake Chautaugua • Lab No. 158388 ~~ ~J Page 2 of 2 HAND AUGER BORINGS BORING NO. DEPTH (ft) COMMON NAME MUNSEL NO. SOIL DESCRIPTION HA-S 0.0 - 0.7 Gray lOYR S/1 Fine Sand w/ SmaII Roots 0.7 - 4.0 Lt Gray 1 OYR 7/1 Fine Sand 4.0 - 5.0 Very Pale Brown lOYR 8/2 Fine Sand Water Table @ Time of Test: -3 .0' Seasonal High Water Indication: -1.0' HA-6 0.0 - 0.8 Gray l OYR S/1 Fine Sand w/ small Roots 0.8 - 2.6 Lt Gray l OYR 7/1 Fine Sand 2.6 - 3.4 Dk Yellowish Brown l OYR 4/6 Fine Sand 3.4 - S.0 Very Dk Brown l OYR 2/2 Fine Sand (Some Cemented) S.0 - 6.0 Brown lOYR S/3 Fine Sand Water Table @ Time of Test: -1.6' Seasonal High Water Indication: -0.9' HA-7 0.0 - 0.9 Lt Gray l OYR 7/1 Fine Sand 0.9 - 2.6 White lOYR 8/1 Fine Sand 2.6 - 3.6 Very Pale Brown l OYR 8/2 Fine Sand 3.6 - 5.2 , Very Pale Brown l OYR 7/3 Fine Sand 5.2 - 6.0 Pale Brown lOYR 6/3 Fine Sand Water Table @ Time of Test: -2. 2' Seasonal High Water Indication: -1.1' HA-8 ~ 0.0 - 1.0 Lt Gray lOYR 7/1 Fine Sand 1.0 - 2.3 Very Pale Brown lOYR 8/2 Fine Sand 2.3 - 4.0 White l OYR 8/1 Fine Sand 4.0 - S.4 Very Pale Brown lOYR 8/2 Fine Sand 5.4 - 6.0 Pale Brown lOYR 6/3 Fine Sand , Water Table @ Time of Test: -2.0' , Seasonal High Water Indication: -1.0' The above information represents only those materials within the specifred limits of the individual test location at the time the test was conducted No further assumptions or interpretations can be made regarding additional site conditions not specifically addressed Central Florida Testing Laboratories, Inc. 12625 - 40~' Street North, Clearwater, FL 33762 r ,* RECEIVED II it pIANWWA ON THE W(E fP.B. 9. 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D,nuMACE g coxsEk'rAnoN AREA - - R .. ~ coxma ~...~ ...... ~ ^, ' ..r--> l ~ '~~ / / 32 rznM SM/~~ .. fi/.`..(PiR arc a uEARdArER) Ic m•,,ye RERAxo UMlsacnoxu ~ ,~ sr3E INE (trr) ,..~ ,Axx.-~ ~ `'~,` ~2'x - -'- mlAxaE ~ , % - p (nP) wR ~nAaxAm 3ws~wEnAra) ~\' ,,.: o~ ~~~j~ _.. -- .~1.. ---- .. 0 100 • z~ j un.(ml essrc ~ ~ '~ 33 ., ~S / ~ 20 ... Y _.._ ..._ _.~ ",_ ~s® w ~, maa aoanM -..-.. l NOTE: Q ~ ~ i .. - , ~ UNE (T>P) .V 4am'"~'mmco~ ;. --~ - _. .. , / _ _ _. L NANTAIN ~i ) ._ /' 15' XEILMA '~.. F-" _.._- .-- -._. I RIT `' .._ _.. ...A ...._. "_ ~ -.._. AlL I. .. _ _ _ - . BUFFER iri , _ TRAC15 ~ of (31P].. . .• _ - _ urE~i, we~'sr I ' I ~autm6 suRr ~ ~ ~ ~ I ~ x~ g 91~' ~ z / ~f ._ _ a e xlrM earn8wa m rc wxxAim) ~ I ~ •'•'• ~ . ~/ _. I wru. I 34 ...- _.. - - ' sE>BAat ~) .I ^Q "' - ~ . ~' ~' __ Vowted:~site Easements & Right of Way proposed io be I' IIERAND A>PoSDIC AL ~ 1 _ _._ -. - ... --I ti ..._. F _ -- , Ca _ '. ~ ~ (~) xa AIR1mwn a I -. _ __ ~ -, Q 18 ~ I ~ ~ - A 20~ wide Peryelud Drainage dr Utiity Easement (O,R, 8K. Is wERAA+D (Tro) ~ r 4463 PG 188 ; a 10' wide Utility Eosement (O.R. BK 3093, '. Bum (~) euPT"sER ) ! ~ ~--- ti r PG 733); 0 2(Y wide Grant of Easement (O.R. BK 4980 and -. _ ~~ ~ °` ~ -` - - - •->r. _..... - _. -.. -the 10' wide Florida Power Easement OR BK 4464, PG )1012) _ .,---. _ .,_ _ ~ ~' ~ ~ - '' 35 ,~ / j ~ ~' ~- - and a ortion the Flrst Street East R(ght-of-Woy located -... - ' I (_ - % ~ 17 ~ AEnnub' niRiwlcnoxu wlthhi the area encompassed Dy the continuation of the north ... R/~ •~' I ~ UxE ]" property Dou dory : 16' REAR ~ .' J ~~1 ~%~%J%%Jff 46 I sEtanac (re) 45 ,I I` ,j~,t~1 DRAINAGE .'. ' EASEMENT 36 16 '~ STfE DATA \ .. ' I .. • a'p0 '"~ ~/ (~y I - ~ - A ia~w~c LAKE ~) Zoning: Low Densky Residential (LDR)(') i s ' - mJm __ 1 r Site Area: 23.55 acres M.O.L. :6.a ~ - - - ~ - 15 (j iN ~ '~ na e.az>e ~ 37 CHAUTAUQUA Area Broakdown lE~stine Conditions) ' giFp 44 - _ _ _ - - - - - ~ e _ _ _ `"_ _ __ .~ ) ~ Uplands'. 17,98 acres (763,208 s.f) n m~ BR e c -- Isolated WdLmd: 2.55 acres (l l 1058 s.C) I j (~ e ' _ ._ Lake Chautauqua: 3.02 acres (131572 s f ) - _-. ; ~ P F _.. _ f ~ -- 14 ~ (/ TOTAL: 23.33 aces (L025,838 sE) ~m-3 siw slcx j 42 _ ~ c wnl 2A wNIIE ¢1 ND PARRMC FNE ° " " - g ~ Area BlCakdOwn (PIOD06ed Conditions) MMini noP~x I rn~a s~U' 43 40 ~., we slcx (Tro) ~ W _ _ _ _ _ ~ I . PROy ~~(A, I ~, ` 39 ~~ s ~~~ Roadwa35 & curb: 1.96 acres 85 622 s L Il" x - 1- ~~c ~ :.._ .._.. -. -.- ~-- - _...._ ,..-", _..,_ ~ 38 Lot Impervious (I) 5.02 acres (218,534 s.f) R , , '~i 1 ~ w ~~~-~ ....` -_.,1 - i~a~wl~e Qtaaol ^ ~ r1.5'4tti3 Retenfion Pond: 1.04 acres (45,302 s.f) „ - _ ~ ,_I I sEIBAat (im) ~ ~~ Open Space: 9.96 acres (434,601 s.f ) 7a.7rc ~ M1~ Ip - - .... -__ .. __ sl>E su,wmm CAIFBR 316.o'n TRACT Aa 309.1.>,y _" - I ~ ,y. --aMa~v°~nm roMU¢-_ _ ~ ~ `~ ~, v W ~ -~- -- LakctChautauoua: 302 acres (131372sf1 (1rPr~ 6o'-I a E/P a~+oaxn " m ,`., ' i~ PRIVATE \\ .+Y ~ ¢g~ Uro)2 -- ..._ - - `' ~-... I' TOTAL 23.55 acres O,U23,838 s.C) ,.. -- p. -• , a _.' •~ .._.. giNNAGE $ Opx$ERYATION AREA n1EEi sA. 683 Q No PARKING FlAE U' /y :,: ~ / (PFR rJ1Y OF CIEARMAIFR DPCO Space/ PCR'IDn6 Arca 16.57 Bares (721, 6.f.) =70.4 •/. of site a tANE aaN (1w) ,_ _ (Imludcs existing uxtland and )aka p 1, __ ._- - "_. -_ _. -- ,_ ~i'f" ~6 ~ .__. _ ._ and proposed pond) Q '°`~ -.__ f al,x na001p°t~ ~~ Impcnious Area: 6.98 acres (304,156 s.f.)=29.6 %of site n '~.mio~ 1 2 4 5 E 'mow 11 Total Numbu of Lau: 46 Smgk Family Detached = 6 ~ U ~' i I `_ ., _- I Propottd Lam) Use: Resldentul TRACT B _ Minimum Ruildmg Setbacks ffom Properly'Line: ' °'~0 ~ Front: 30 feet • I: • 8 ~ 10 ., I Sldes: 7.5 feel I ~ .~ \ , I Rcar: l5 feet , ~ ~ _ " -- - _ _ (') Zoning to LDR aad Land Use Plaa Amendment to R$ is curtenth~ being reeiewed by ''~, ~ -- _._ __ _ tk Cisyof Clcanrator as Case H LUZ2003-09010. '~, I ' w[uAxa .AaasD¢noxAl _ - - _ . _ _ ~ I~ 9 ./ 11 uxE rro (I) Lot Impervious includes: the building Cootprint, lanai area, pool and pool deck, driveways, frontage sideaalk and sidewaQ to front entry @ axrtibuk area for each kt. !. ;_ ~ ~ 2 M ~ld~ het hl ~~%'; ~` .. _ a41UTAUWA all --- .-. a - . - - - - - - - - _.... _.. - .- _ _ t) ex3mum bm ug g a 30 feet iM lAR (P8 , Pa 52) IS IS/R SETB.ICK (TTP) ~ ~ ,F( 6' MGM MJri FENCE '~/ PREPARED FOR: SHEET DESCRIPTION: *rt¢ ouxs~xxr~~ mxo m „~ Gulf Coast Consulting, inc. a.r ~:a ~,,,.~ Lend De,dopmenlCmsvlvng ROTTLUND HOMES OF FLORIDA, INC LAKE CHAUTAUQUA SUBDMSION °°~I „ 6 n63DSSmsamtisamu° 2637 McCORMiCKDRiVE 3 oz-io•a REVISEa slrt uTA rAmE ~ ' Cleswrm, Flmid.331iA HORIZONTAL CONTROL 1 DIMENSIONAL SITE PLAN .:...,~«.~ : m-a6-a RE~EO PER Em a auavATlx ea~lTS n Phone: n:Nnalslr CLEARWATER, FLORIDA 33759-1046 ..,a unn: ~ r rE-n-o7 roam vER atr a CtEWYA1FA mMMERTS ~ •7 Fu: (]DI57af09D osigm tuc+~ / ~vro'nrvsm aw.w' "' 13-]6N NOI~,: I (CAME LEA CLI~ ~ECE`V~J rt~its~ FiV~ QAC~~S AS A PDT filly ~+vt SC-A-N Cgs}ItN 6F~U~f ~o~sT ~oNS~LrtIN~,I NC, `fin C~AR.I~ TNt JURlsp~c-(1~f~1lkL ~t~~~ g~E~ LtN~ w t+t~~ ~otN~ ~tr~ ~~vi~-vJ ~ Pool ~c~s. _ ~ ~r • t•"-. 4 -- ( a 1a13E6126 ... , RECOHOEOW NARLEEN F.OE IRAI(ER,gERK OF ' ~~ R18NC RECOT165 PNIF14COIINII CglRTS '. R OK: 126 PG:7N.43 SITWw\M1SION fl.AT mmlrm64ua::tPN, ~ ~ 31 wWK"120. ~dGF. )9 ~CWAUTAUQA L14K E~TT BEING A REPEAT OF LOT 4, BLOCK 38 OF UNIT No. 1 SECTION A, CHAUTAUQUA ON THE LAKE, RECORDED IN PLAT BOOK 9, PAGE 52 AND A PORTION SEC110N 32, TOWNSHIP 28 SOUTFI,' RANGE 16 EAST, CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA ;i E .I DESCRIp110N I! G AUiA OW ~OI4Eh EONAKE, AOCCOkDINC 80SOUE 1AAPNOR PLAT hIEREOF ASC RE (CORDED IN PL0.T eooli a any sz oFSnie ~," A' CERTIFlCATE OF APPROVAL OF THE qTY COUNgL PUBLIC RECORDS OF PINEIlAS COUNTY, FLORIDA. BEING MORE PART{CULARLY DESCRIBED AS FOLLOWS F Ca.IMENCE AT THE NORIiIWESi CORNER Of hiE SOUTHWEST i/4 OF SECTION J2. TOWNSHIP 28 SWlll, RANGE i6 EAST;+' THENCE ALONG THE NORTH UNE W IHE SOUTHWEST 1/4 OF SAN SECTION 32. 5.89'JS'Jd'E., 666.07 FEET; hIENCE I If IS HEREBY CERTIFIED THAT TI'.S PEA; HAS BEEN OFFlGALLY APPROLEO OR RECORD DY 111E GTY COUNCIL OF hIE PTY OF 5.0000'04'E.. 6.12 FEET; RiENCE 5.89'35'34'E., 30.00 FEET TO hiE EAST RIGHT-OF-WAY (R/W) LINE OF MAIN STREET AI~O CIE ARwAIER, PINELLAS COI1Ntt. FLORI00. IHIS~~pAY OF_"__~Ly(~_ 2004 KNOWN AS GIAUTAUOIIA AVENUE (60' R/W) AND 711E POINT OF BEGINNING; 7HENCE ALONG SAID EAST RIGHT-OF-WAY UNE, N.00'03'35'W., 419.52 FEET TO THE SOU1H UNE OF LOTS 14-26 CONSECUPI-ELY, BLOCK /3, OF SAID UNIT No. 1 SECPGJ ;A', - yq. GIAUTAUOJA ON THE LAKE, Af.CORDING TO 711E MAP OR PLAT 7HEREOF aS RECORDED IN PLAT ROOK 9, PAGE 52 OF hiE t 1 , yEy PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA ; UIENCE LEAVING SAID EAST fllGliT-OF-WAY UNE AI.ONC )FIE SAID SDUOiI ~ LINE OF LOTS 14-26 CONSECURYELY, BLOCK 43, 5.6972'12"E., 600.44 FEET; hIENCE 5.89'4729"E., 759.62 FEET; HIENCE'DY WILLIAM B. HORNE. II A NON-TANGENT CURVE CONCAVE. WESTERLY I/APING A R Gtt MANAGER SAID Maw sTkELT ALSO KNCwN AS cHauraUauA aYENUC j CERiiFlCA_TE OF APPROVAL OF COUNTY CLERK (60' A/W); TI{E NCE hLONC SAID EAST RIGHT--Oh'-WAY LINE, N.OG'00'04"W., 499.94 FEET 10 Rif. POINT OF BEGINNING. ~ -- ---~ CON?AIMING 23.5258 ACRES, MOHc OR LESS. $IATE OF FLORIDA ' COUNTY OF PINT LI.AS DEDC I KARLEEN F JDB.Bt FEET 1HROUG{ A CENTRAL ANGLE OF IO'02'il' (CHORDSB~RINC2 55160731'17.E J0842 FEET)R TO AONONSTANCENT~' t CURVE CONCAVE EAS lEH1.Y, FIANNC A RADIUS Of 2,5}1.77 FEE i; I)fENCE SOUTHERLY ALONG 50.10 CURIE 132.79 FEET THROUGH A CF, NTRAI. AFIG7-E OF 03'00'tU" (GIORD BEARING S.IB'38'22'W. I}y,7g FEET); THENCE N.89'3fi'24'w., 257.25 FEFTI TO TI{E APPRO%IMATE WESTERLY WATERS OF LAKE GIAUTAUOUA; THENCE ALONG THE APPROKIMAIE WATERS OF LAKE CHAUTAUOUA THE F"OLLOWWC NINE (9) COURSES L) $.OB'I1'40'W., 46.26 fEE i; 2.) 5.1579Y5'W., 67.83 FEET; 3.) 5.05'5)56°W„ J8.90 FEEi~ 4.) 5.7.1'4229"W., 87.76 FEET; 5.) 5:40'42'42'W„ fi2.89 FEET; fi.) 5.07'19'4J'W„ 69,39 FEET; 7.) SO7'32'03`W.,1 . 64.25 FEE i; 8.) 5.10'19'01"W., 23.51 FEET; 9.) 5.2251'40'E., SJ.q} FEET TO THE NONTHERLY BWNDARY OF UNDS UE SCRIf4E0 IN OFfICIAI. RECORD BOOK fi7t5, PACE IB54 OF THE OFFICIAL RECORDS OF PINELLAS COUNTY, FlOHIOA; THENCE ALONG SAID NORTHERC! DOUNDARY, N.89'42':0"W., 69},qp FEET; (HENCE LEAVNG SAID NORTIiERIY BOUNDARY, N.00'UO'U4'W., 29.29 FE F.T i0 1HE NORi11 RIGH7-Of-WAY LINE Of SECOND AVENUE SOUTH (6D' R/W); R{F. NCE ALONG SAID NORPi RIGHT-OF-WAY, ' I N.89'J7'42°W., 705.00 fEEi 'I'0 1HE EAST RIGIiT-Of-WAY IJNE OF i AnoN I, UIMITRI ARiTIBUSHE V, PRESIDENT ANU AUTHORIZED HE PRE SENTA7IIE OF I'IRST TAIAPA CHAUTAUUUA LAKE, LLC, A FLORIDA UMI FED ((ABILITY COMPANY, DY FIRST TAMPA OE VE I.OPMENT CORPORg710N, 17'5 MANAGNG MEMBER, LICENSED TO DD BUSINESS IN THE STALE OF FLORIDA, WHICH IS THE OWNr:R OF THE HEREIN DESCRIBED PROPERTY, ANC -{AT BESIDES ITS INTERESi51 THEREIN iIiERE ARE NO OUTSTANDING INTERESTS IN SAID PROPERTY WHICH 15 HEREBY PLATTED AS CNAUTAUUUA LAKE. ESTATES AND D{ni IT HEREBY DEDICATES TO T'HE APPROPRIATE GOVERNMENTAL AGENCY Ofl UTILITY PROVIDER A NCH-E%CA.USIVE UTILITY EASEMENT OVER INACiS A, B, C, AND D, AND AIL UOLITY EASf MENiS SHOWN ON hll$ PLAT FOR ~i11E 501.E ANO EXCLUSIVE PURPOSE of 1HF. INS TALIATION, OPERARON, AND MAINiE NANCE OF THE UTILITY fACILlTlES THEREIN. I I' FUHHiEl2 DEOtCMES 10 THE hPPAOPRIAIE GOVE RNMENTAI. AGENCY OR UUUTY PROVIDER ANON-E%CLUSIVE INGRESS/EGRE SS EASEn1EM OVER iRaCT A AS SHOW,"1 HEREIN FOR THE USE OF EMERGENCY. UTUTf PROVDER AND OFFICIAL BUSINESS ONLN,! PRIVATE f. ASIME NTS FOR OkAINAGE. WALLS ANU PRIVATE SIREE TS (AND 111E MAINTENANCE ANO 01'f.RAHON RIEREOF) ARE. HEREBY CRE A.iEU IN PERPETUITY FOR R1E uSE AND GENEFli OF THE OWNERS OF THE LOA SHOWN HEREON AND WILL GE CONVf YED BY SEPARATE WSTHUME Ni TO THE CIInUTAUOUA LANE ESTATES HOME OWNE RS ASSGCIATION, INC., ITS SUCCESSORS AND ASSIGNS; h1E OWNERS WILL GRAM 1HE AREAS DE SIGNAlEO ON 111E PLAT AS TRACT A, TRACT B, TRACT C nN0 TRACT( D i0 THE G1AU7AUWIA LANE ESTATES H061E OWNERS ASSOCIAPON, LNG I HE Rf.BY CE ROFY 1HAi I HAVE iNE A.UTNORItt i0 ~~ E%ECUTE THIS DEDICATION ON BEHALF OF' TIE CORIsORAOON. THE OWNERS ACCEPT THE MAINTENANCE OF THE STORIAWA TER POND AND STORMWATEN INFRASTRUCTURE, TRACTS A. B, C AAI( D AS SHOWN ON THIS PLAT UNTIL iHf. DME OF THEIR CONVEYANCE 10 THE PnRTlES NOTED ABOIE. OWNER fIRST TAMPA f.HAUTAUWA LANE, LLC, A FI (NtID4 lIMI1ED I.IABII.ITY COMPANY BY: FIRST TAMPA DEVELOPMENT GORPORARON ITS NAC:NG ME MBEN /~ ~-0I ITRI ANijIBU Y AS PRESIDENT AUDIORIZED REPRESENTAHVE OG THE MANAGING MENBEfl SIGNA7l1RE: - y WITNESS, ./~L" ~- PHINTNAME: Iola LoP~c SIGNAIUNE: ~j A,/. WITNESS. •~--_- PRINT NAME: L9~rt/' MGG1R ACKNOWLEDGMENT $TAIE OF FlORtOA COUN!Y Of PIUE4tyS BEFOAE uE, A NOTARY PUBLIC IN ANO FOR THE STATE AND COUNTY AFORESAID, DULY AUTHOR( 4CKNOWL{OCHE MTS. PERSONALLY APPEARED OIMITRI ARTZIBUSHE V, A$ ZED i0 TARE '' TAMPA .i NT AND RUTH ED REPRE SENTATIYE dF FIRST` OE VE LOPMENT CORPORA710N, 1HE MgN0.GNG uEMBER WHO IS ERSONALLY KNOWN i0 M OR PRODUCED AS IDE NTIFlCAWON, i0 RE THE PEASON DESCRIBED HEREIN ANO NNO ) ~~ AND SE VE RAU.Y ACNNOwI{DGE THE EXECUTION THEREOF TO 8E M$ FREE ACT AND DEED. A$ Gr'iL49rDWNT ~ DEDICARON" 1HE USES AND PURPOSES THEREIN NENUONED AND SAID INSTRUMENT IS THE ACT AND OEEO OF SAID PLLI91~IBfDIL~. IN wi1NE 53 THEREOF, I HAVE HEREUNTO SET MY HAND AND OFFlGAL SEAL AT PWELLAS COUNTY, FLORIDA iH15~3.~° DAY OF 200} ' ~'~ ~ F.TiwpthvF~ NDTARI' PUBUL -~'~ Cep ~ ~ STATE Of FLOWDA Ti'~~~''Eyp,s Mry 21,7(p7 :ti.f' morn. , F.-rnwnY Fa'FLS ••.,• A'em~*acaEn PRINTED NAM(' uY COMN4510N E)bIRE S:!N!!Y 2 . UE BI.aNE R, CLERK OF THE GRCUIT COURT OF PINELLAS COUNTY. FLORIDA, HEREBY CERTIFY h1aT h11S PLAT HAS REEN EXAMINED AND THAT IT COMPLIES IN FORM WITH ALL THE RE O'JIAE MEN?S OF 111E STATUTES OF FLOR10A PERTAINING i0 MAPS AND PLATS, ANU Olai THIS PLAT HAS REEN fRED FOR RECORD IN PLAT BOOfi ___fJ,?__, pAGE532_, 4_"_n, Y/'fit y3 PUBLIC RECORDS Df PINELLAS CDUNtt, FLORIDA, TFIIS_1V_DAY CF 20f14 AT KARLEEN F. DE BLAKE R, CLERK BY: ~/T,{n...~ 1~ r'~!/.,_.~5~ PINE LIA$ COUNTY, FLOk10A DEPUTY CIERH PRINTED NAME SURVEYOR'S=REVIEW FOR CONFORMITY CHAPTER 177,_PART 1 FLORIDA STATUTES I HEREBY CERTIFY THAT PURSUANT 10 CHAPTF.fl I77.OB 1(I), FLORIDA STATUTES, I HAVE REVIEWED THIS PLAT AND FIND THAT IT CONFORMS TO CHAPTER 177, PART 1, Of THE fLOR10A STA1111E5. THE GEOMETRIC DATA HAS NOi OPEN KRIfIEU FUR MATHEMADCAI. CLOSURE. h10A1A5 L MANONY, p$M PROfESS10NAl SURVEYOR AND MAPPER OAT; LICENSE NUMBER LS 6289 -STATE OF FLORIDA CITY OF CI.EARWATE R, PUB11C WORKS ADMINIS h2AT10N ENGINEERING UEPAflTMENT 'T`ILE,( `L'f~,. ~~ ]:r:. 1 ~ 0 PA o c c ' /.'. J..':f .. iT c'~'. SURVEYOR'S CERTIFlCATE I HEREBY CERRFY hiAT hli5 PLAT WAS PREPARED UNDER NY DIREC710V THE SURVEY RE OUIREMENTS OF CHAPTER 777 PART( OF THE FLORIDA S ANO SUPERWSION AND THAT IT COMPLIES WI1H ALL OF TATUTES AND 1 , HAT h{E PRMS (PERMANENT REFERENCE MONUMENTS) 0.5 SHOWN HEREON IIAYE BEEN SET 0.5 WELL AS ALL OTTER NONUMENTADDN aF LOi CORNERS, POINTS OF INTERSECTION AND CHANCES OF DIRECUON OF EWES WIhtlN THE SUBOINSION AS REOUWEO BY 5 OF 1H FLORIDA STATUTES. 0.10 CHAPTER 177 UCH ~ WEICIE. PLS I C' T/E!, ~AINE 21, 2004 ~~~ ~ ~ ~ ` PR SSIONAL LAND SUR Yp2 ~ ~ '' X.^ STA OF FLORIDA, 1s/5746 . ~`6,eTIF10~~. DATE . ~ :.~?:0 ' ..D ~ ~Q ~ '~ Brn . p ` ~ i.I'f1 \ ASSOCAIES i 7 .fln (~ FWOFE590W(SVaLEnNCLe.W61n -- \ 1.1!7 ~ - ~ 2915 SR. 580, SIW1E 17 d[ARWATCk, FLGVIDA lS75w ()17) 6b9-0511 SHE); I 1 CY S s ~;: ~ ,; ORIGINAL RECENED 41~G ~ E 2008 r'I.ANI~ING DEPARTMENT GI1Y pF CLEARWATER i ~Y'~_ I T"c..,. ;) j(l T ... ~:. fC ~ ~ ... -. , Y,T • CHAIlT~4u( BEING A REPEAT OF LOT 4, BLOCK 38 OF UNIT No. 1 AND A PORTION SECTION 32, TOWNSHIP 28 SDI. alkw4r9TOR nAr kook 12_8 _rACR w ~lA LAKE ESTATES iCTION A, CHAUTAUQUA ON THE LAKE, RECORDED IN PLAT BOOK 9, PAGE 52 I, RANGE 16 EAST, CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA I MATCH LINE SEE I NOTES: SHEET 5 I 1. NOTICE: 1N5 PUT, AS RECORDED w ITS pAAPHIC TRACT 'C" .- N 895625 c N 89'S6'25'E N 8956'25'E Fem. IS THE OFFlCIAL OE%CTION a 7HE SUBgWOED SEA LANDSCAPE 134'46 85.41' N 89'56'25"E N 6956'25 E NN 895625'E LANDS DESCRIBED HEREN AND HILL IN NO CwCUYSTANCES 98.16' PUBLIC U77LI1Y ~ a ro 74.68' 79.b' 60.39' BE SUPPLANTED IN AUIHORIIY BY ANY OTHER GRAPHIC OR EASE "Ni ? N o "' waTU- FaA4 OF THE PUT. THERE uAY BF ADOIBONAL ~ MN ~ ^~ ~ RESIRICIWNS THAT ARE NOT RECORDED ON 1615 PUi s r3U3 m ~ 1677 YAY BE FOUND IN 11~ 1'UAUC RECORDS ()F THIS \ Q N m 17 CWNI'. rc Om } NN n • m Od n u .- m 2. ANY Ulnltt EASEUENTS SHOWN HEREON, WI1H THE x ± ~ ExCEPOON OF ANY EASE4ENT 1677 IS ExCLUSIYELY W NW CORNER m Z a DRAINAGE & CDNSERVATIDN EASE - FAVOR a A SPECIFlC PRIVATE ENlltt SHALL ALSO BE SK I/4 5EC110N EDIT EASENENR FOR THE CONSiRUC110N, MSTALIABON, 32285-I& °o (PRIVATE) ~ /0 20 0 YAINIENANCE AND OPERATION OF CpglE TELFYISION P.O.B. Z ~ AO SERA4CES PRONDEO HOWEVER THAT NO SUCH CONSTRUCRON, INSTALLATION. 4AINIENANCE AND 89'35']4'E _ - - _ - 5 89'S6'25'W - _ - - - - 98`O6' ~ SCALE: I'=4D' OPERATION OF CABLE TELEVISION SERVICES SHALL 666.07 116.61_ 69_40' S 8956'25"w INTERFERE WINi 1HE FApU11ES AND SERVICES Cf AN >~ -N 00'03'35"w . ?S.SF - _ 7G.B0_ - 63.84_ ELECTRIC, 1EIEPHg4E, GAS Ofl O7HEfl PUBLIC U71LItt. 14.03' tIORm DA 511/h ~ 3. BEARINGS SHOWN HEREIXJ ARE BASED UPON THE SECIgN 71-28-I6 „ 2 ~ LINE DATA EAST RIGID-OF MAY LINE OF IAA1N STREET. ASSUNED AS .. s_oo'o0'04"E - 46 m ^_\`_ U0E R AR1N. ~TANGE BEING 5.00'DO'04"E. 1.1 N OD'00'pq'w 36,13' 4 ANY NORTCAGES HAVING A RECORD INIE REST IN ANY i 6. Z' S 89'35'3M1 E P' o ~ 45 ° _-~ DRAINAGE EASEMENT L2 s 89'S9'Sfi'w 10.73' I U 5 OOY73'35'E 36.13. POROON pF THE UNDS BEING PLATTEp SHALL E16iCU7E A 30.00' o ° ° ! (PRI ATE) 1 o S 89'59'08"W tf p4SPES ~ - L4 5 00'00'04'E 24,48• SEPARATE INSIRUME NT .IOINRNG IN AND RARfYING THE j o 2 pA ~ n -, LS S 8959'S6'W PLAT AND ALL pEDICA710N5 AND RESERVg11pN5 HEREON ~ o Z ~ tO.T!' N _ - ~ 7.33' PURSUANT TD FLORIDA ~ L6 S 00'OJ'35'C STA1U w :t = - - ~ fVV Nl ' ~ PR , ~ a h 32.98' TE 177.OHI (2}. G > m N / q0 Eyt ~' y _ n \ ~ N N L7 S 89'59'56"W 8.31' U ~ \ Ip5 ~. ~ti0 _ ° 5. ALL TRACTS ARE CREATED fOR iliE USE AS m ~ DESIGNATED HEREWITH AND ARE TO BE OEUICATED TO OiE o ¢ m G°'O \ \ '~: ~N 659.'•~'~/ I •¢ ~ ^ m HOMEOWNERS AS50CIARON FOR NAIN¢NANCE ANO m~ d WAIL C3 Cm ~ a 1~ I o a \ ~ W OWNERSHIP, O N- EASEMENT 6 y' i' I S 89'49_12"E o \ w CURVE DATA K Q N (PRIVATE) ` I^ I - 2 ~DtL._ R cI10R0 Bf AR~j w u ~ in SWEETCRASS .\~`// I,. 80.42' j' ^ o SV31 '-7C~ Tn Ef11Li5 pR--E--..S. :w T a a ~ ^ I I rv ^ w C4 12'43'58' 7392.30 309.41 308.76 I55.J5 S gfi'04'45'E 5 99_59'5 W ~ °i 1 li--- 44 101 I n ' i C13 5306'5) IG4.00 64.30 63.88 2 U 26.00' 40' ~1 - ~ v 72.57 5 66'28'53"E ~ U ~ ~ I ~ '~~ C14 55'33'3) 39'~ 36.15 34.87 19.49 S 2900'1 J'E rc n Z COURT 8 I I _ I N 90~00'OU"W ~~ 39.00 77.02 36.35 20.55 N 2T46'SJ'W I_ s ~ of ~ ~ TRACE A ~ - 10•-1 - _ _ N CIS 25'74'18' 73.00 14.54 14.42 1.39 N 74'Sfi'O7"E N o ry tg' PRIVATE 510EWAIx N 1 )1~T~ 73.52 68.34' - C16 12'4358' 7378.70 3DG Sp w \ ~ ~ ; °i o°j / ORNNAGE EASENENi F 10'1-- C17 305.67 153.78 5 BE04'45'F. ^ 222]95' 150.00 58.81 z a "' \ ~ ,^~ IB' P9011C URI 11Y C51 22'27 45' 170.00 50'43 29.78 S 68'28'S3'E ~ Z rc m ~ EASEVENi 20' PRIVATE OAAINAC£ IN w ~ ~ ~ I 69.78 6934 JS.JS 5 6026'53"E z O a •, n -~---`--.-_ __~_-)_ I m E~6EVENI ^ is ? CSS 9000'00' 1406.30 rt / N 89'43'48'w NR m I - ¢ 159.38' d l 2 °~ ~ J C54 4T5D'OS 20.81 372.69 311"~ 156.91 S 8604'45"E w0. ~ a 29.49 20.81 N 4726' 'W 53.00 44.25 42.97 23.51 S 26'21' . "E -- ~ I ~I ~ 42 e Z ~ C55 123'31'13' 25.00 53.90 44.05 46.55 N 112B'48'E ~~ I I 41 i ~ 2 y U C56 25]'14'28" 40.00 176.00 64.27 5382 S 53'22'50"E O• r~ \ I I ~ q" ro ~ 4D _ ti C57 55'40'02' 53.00 51.49 49.49 27.96 N 2750'05"W I 1 n n° ° m i 3q a C50 57T16'SY 25.00 23.18 22.36 12.50 S 29'011'13"E ° 4v Try I o n ~ n ~ ~ n 39 m~ ~ C59 90'00'00" 15.00 23.56 21.21 75.00 5 4283'I6'W 43 I h ;, c6o 3rzB'ar' w I~ I w o m 33.00 18.12 17.90 9.70 N 76'42'91'W ns I m o I Ig. ~ ~ C61 I'11'Ofi" 1778.30 28.51 28.51 17.25 N Be'OB'49'E ~` a 1AOG 14W I ~ I 2 ORANlA~7E SIIIfwA1K k ~ o ^ C62 2'54'37 1378.30 ]0.01 )0.00 3501 S 69'48'19"E 1RACT C ~ -- - - -- - -~ _ _ IB pOyI~EASENENi C63 7'72'23' 7376.70 77.7] 77.12 WALT. & LANDSCAPE m ~o i-- - n m C64 2'47'54' 1378 }O 38.57 5 86'4450"F. U7Nn 67.32 6).31 33.67 S 83'44'41"E ARE 6 4yA m CSJ I I ~ - -- ` ~E'1SENENi C65 2'3]58' 1378,30 PURL U1ILITY ' 0 I7.Jfi' 36.02' C95 C9G ~ (~ _~ C66 5'02'29' 750.00 63.20 63.19 36.60 S 8]61'32"E EAS ENT C9) ~ ~ ~ ~- ` CG7 1725'1) 150.00 45.61 45.43 22.96 5 65'5]39"E m 64.39' ~'_ji.64~_LAKEBREEZE LANE SOUTH C32' - C98 ~ C68~ 9'19'29' 214,f1p __-_ _ _ 34.83 74.79 17.45 N 61'S4'4,~i'W N 87'37'15"E 136.07' ~ - ~~---=--,_ o , )RAC C99 ` \ C90 112'11'28" 40.00 78.32 66.40 59.52 N 56'05'40"E - C16 H ;pgryVA T ~A" CI C91 56'42'51" 40.00 79.59 38.OG 21.59 S J9'2T 10`E I C15 27.02' S5001'03'21'W 41.54' C61 C62 C63 ~NICNbl4 UNI~ESSE~ SS ~OR NA _ 0 C3 C9J 47ro4'38" 25,00 20.54 69.97 10.89 N 4942'06"E TRACT 'B • - - - '-213~Y - - --- - - - - - __ _ - _ ~ F `~ C94 76'26'16' 25.00 33.]5 ]0.94 19.69 N 12'03'71"W ASgNEN Cq C95 2'54'56" 1406.30 71.56 71.55 ]5.79 N fl9'OD'44'E WAL[ k LANDSCAPE C65 ARE 3 N e~pp33'W Cg C7R C9G 2'46'07' 1406.30 67.92 67.97 3396 S 88'OB'4fl'E 18°PRIV 6 C97 TRACT '$" WALL N LANDSCAPE AR~ I i ' FOUND IRON ROp i I/2"(P.LS. 4626) REPLACED WITH P.R.Y. LBW6713 i I 1 ~ A@ SgE1 ~ C 25115 NO6.J0 70.12 %0.12 35.07 5 85'20'O4'E d • S 00'03'27"W .. rc ARAWACE AIR k ~ 6> C98 O ~ z Z EASENENi ~ 250'29" 1406.30 6974 69.73 34.68 5 8229'0TE ISAO' w 2 Ig'M~Ip OnUTY ~ C99 177'07 1406.70 33.18 33.18 16.59 S 60'23'19"E O 1.5 -N 89'SG'~3'W ~' .. ,., EASEI O ~ 13.88 .°o ?' o 4Nf 2 \ C6e ~_ C1W- 12_ 46'p_ q~178~ 39.67 39.56 19.92 5 73'19Y/"E O ela-WALL o °o EASEMENT 0 ,°o II w 2 ~ (PRIVATE) °o ' , n ` U t 2~ 3 4 ° ,n, w ~~_~ ~1 2 S o 0 W nd ~d~ 1 Z 6 b O I~ ~ a` I o Im ~aa I 2 m ~ ~j ~o~ ~ N N - rIS' PPoVAIE /AU. kDq ANAa fASEYE i o o• ' 500' 115 IC UIIUtt EASEI&Ni r ~ n ~ o a __ _ I I N rv n N N NOR1N R _ _ _ _ _ _ FOUND IRON R 7 //~ t/2"(P.15. 4fi 5~ 90.00' 70.OD 75' PRVA WAll k GRANAGE EASEMENT 20.00 /I REPLACED WITH rls'NBJC'UtYfIY EA$EIkNi 185.00' N 89'3T42•W P.R.N. IB/6113 IJ SECOND AvENUE SOI;TzH L_____ ' N 0~'00'04'W 50.00' 5,.05' __61.55' I_ __ 61.65' __ ________ 29.29' / 66.01' F.c.u. r„ J 693.42' o/A i N 89'42'10'W REDUCED WI1H NORTHERLY 80UNDARY -----'---~ P.R.u. 18/6113 ~ UNPLA7TBU O.R. 6115. PAGE 1854 I ~ UNNED SG1E5 PURIM IANDS sfclKNU COMJER 2 ^7 • = SEr NN(k 05K ~ PLP 18/6113 ' u =SET 1/2 ROV R07 v W k CAP lBJbll7 ;~ In ^ ' PRO^ERO C07NER NO! SCi 2 W o = SE! 1'x4' CQV07E R y, YOAWENf SrAWPfO w PRU Le~113 O.R 800; - aBOAC REQr97 BaY( 2 F.C.M. a = PORq COV07EIE ~ WORIIENf ((AS NOIEpf (RJ =RAOAI lfff P.ac = Pavr a taa¢NauENr P.OB =PONfaafYWBJS D/A = o1fRAu PG = PAa 'P8 =PUi6f17f Sfl. = SFLIAN NO M1TNfafR ' PSN = FRaFSSKNA( SUtIfI£R YAPPER PLS. = PRaES5A1VAL IAIO SLR1f YIR fB/ _ [xEN5f0 BUSNE55 A'WgfR PRY = PFRNAI(Nl RE{fRFNa WaAAIENf R/I . Rp1r-a-/AY ' 1AAP POLARIS ASSOOA,fS N~ PRafmcwu a7RVfYwc L BPalu 1913 6R. 590, qp)F. f7 CLFARWA TER, ELDRpA 33759 (727) 669-0521 5NE(7 2 OF 5 ~' t ': tr ,- ~ I f ' .I j ORIGINAL • , RECEI~EQ [~ IJ AUG 2008 ~LANNING DEPARTMENT cm ~ cLEARwAiER i 1 i 5.: I y3 I . .. 4. 1 .. 7. ~'; ~: ., .1.1. ~ slmon0.tiaH FUr .. I nININ 128 PgP.F dl ~ f ~GHAUTAUQUA LAKE ESTATES BEING A REPEAT OF LOT 4, BLOCK 38 OF UNIT No. 1 SECTION A, CNAUTAUQUA ON THE LAKE, RECORDED IN PLAT BOOK 9, PAGE 52 AND A POR110N SECTION 32, TOWNSHIP 28 SOUTH, RANGE 1t EAST, GTY OF CLEARWATER, PINELLAS COUNTY, FLORIDA SHEET 5 MATCH LINE SEE R m M•4TCH ; LINE SHEET q N89~35'S7 E ~. o ~ S 85'34'/g•E (ryR SEE 191.18 ' -~~ 115.48 16 gp I m ~ i _S T2'46'o6'M -_--~~- 1v o I 19 I 28.00' 190.39' ~ J`S 0/'15'26'W / C120 ti "~ IOa ~ ~ N 2T32'79'E ~' 24.23' w " "~°, N~& 34 I , °-~IJ).zs 2a.2o ~ ~DRAINACE & ~~. C1o/A w 15 PEBVAIE ~ ~.L--~ ~ m Z mlm OAMNAGE EASEUENi '~ I S 85'34'gg'E (NR) i' ~ CONSERVA i10~ ~KAUTAUQUA q 2 ____ _ B ~ ___ ___ - ~~'- ~ v, N 88'74 l3'E NR ~ ~ J91.Op' of _wF2 215.71 a A ~-.) ,Q' on ~N S I?36~29.n ~'~--___'1~ w. 166.56__----_~ - 0 478.25' -~----.__~- w ~>w~~~ u ~ 18 ~ I. <ati EASEMENT w 20 D 4p 'n ap~¢ f~~ / N 09;17'3 'E ZW W~v°j~ r~"i ..__ / G ~W2 I 23.819 / F4/q (\/ <ryQVI~K m1~V y'~4W 'YN 4r P U wO moow° ~- ~e ~yN~ N o~'ao's9.E n°~. ~m (RIVA TE) _ M SCALE: I'=40' Z^ ° u ~l 35 0 (`{ ~W W I35.J3' 729 ¢ae~ m m SB9'56'25'W~^I / ~2~~, S 85 Jq'49'E (NR ~ ~ ~ eio o' I'm° _45,46' J S Oo'Op'DO'E m k'=o ) N OS'4059'E 336.8)' ,~zs.46~ifim' 17.62' °~ v ~ <a~ e.eo' az.za' -----~_~_ UNPLiTTED Q _ 18970' S 89'22'32'E NRy)' //--o n ~•V~ 17 `~S 191T~ 5'W 31.5 157.71' C1U2 `Y~ ,~ ~ S 3503'47'W` / 27.26'' Cil7 17- ° n 29.49' v 257.25' N 89'36'24~W w ~lo f t3s.n• Z \ -C76 5 85".34'49"F J/ 97 ~'i m S DB'11 4D~W NOTE $' ~ m 4 4 ` $EE (NR) 7~-x:72' i ~ \~_ w~ ,; ,,°o ~ h ~ DErmL 2 z3s.6}' f 46.26' QL ~I°° 36 0" b h ' gyp( `5 35b3'4TW {I r ~ m m~T "~ ~ 15.02' JI e a ~e.es' I" ~~ ~'PRroq if ~ "IO ! 16 ~~" i > ~~ o-. I~ NNq~ y _ N 46'01' 12"E o, h J W 2 '~J. _~ C EA.SEMEN!' 1--- 130.67 9.37 ~~ - C. ti Q 7),3 j. D/ -'78.12'.- _ _ I ~~~.~ ~ pl '7 o J " S A4 --~ {r ~ ~ nI 06'0TE ~ i0i.3T ~' ~ yz m O lbw Nla y' -`~I ~- S >935'4fi EET- 2 n ' 232.00' ~ I ht0 ww2 n. ~O. np _ ~. ~.~.~' J ~' dlv 0.y 3QF "~ 15 J a N a ~ rorw ,_ If N gs'1J'sJ'E °I" /~DRAINACE---~ ; N9000'0 'W ~ ~ w' n -_ 9,08 z F- 40.15' \ ~ a\ 37 i io` l ^ rv W '+"-~ ~$L_I7,-'---- ~ n t0 w o \1mrn~1 ~,~~ f -{0 m-f 58q ~_)E_~23534'- IOa IJ"'--ph0~i I~KE o \\o o\ ~"~~' ~ ~ x °' L m -_-_'--- ~i`~ CIfAU1AUQUA f~ - ~ ¢ \ 9 y \ ~ ~m g ae) IS' PRIVATE ° '" & E ..` ~ wb ~ ~lo ~ Qe~~ m o oRAwaCE fASEMENr 14 oln ONSERVAl10N n in \/ ci Vlx , 40\ ~- U N 46'35'1/'F,, `~ U*,n ~ '~ '( ap o. of J ~ 13.53' 75c' \`'~ ~. 2 ~ \ ~t Zo ~ ~1 d \ ~ (\SEE S 8406'0) 106, M v°o v ~~^ ~ ~ ,DErml. I E ~J~ - 3--~ ___ 3 I UNPIriT7CD -"~ EM N• UN s; o. P\ ~^` ry n" - ~? 13 nq EAS ENT' I \ \ o 1- ~y / y k . ofd J/o tl- ~} i a °PU \ ~ ~ J,e <r' N 39Vi 45'E (PRIVA iE )" "' ^)~ I ~ Ul \ I NWa 16.15'l~I r^\ \ ! ~°i `'g'~~w 173.09' / 1. NORCE: THIS PLnT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICinI UE FICTION OF 1NE SUBDIVIDED LnNpS OF SCRIdEO HEREIN hN0 WILL IN NO CIRCUMS tANCES BE SUPPLANTED IN AU IHORITY BY ANY O111ER ginP111C OR DIGITAL FORM Of 7HE PLAT. RTERE MAY BE ADDITIONAL RESTRICTIONS 111A1' ARE NOT RECOROEIJ ON 11115 PLAT THAT MAY UE FOUNU IN THE PUBUC RECORDS OF 11115 COUNTY. 2. ANY U1ILITY EASE MEN35 SHOWN HEREON, WITH 11{E ExCEPIION Of ANY EASEMENT 1HAT I$ E%CLUSIVELY IN FnvpR OF A SPECIFIC PRIVATE ENTITY, SHnLI NSO DE EASf.MENIS FpR THE CONSTAUCRUN, INS inILATION, MAINTENANCE AND OPERATION a CABLE FLE `.SIGN SERVICES FRONDED IiOnE Vf.F THAT NO SUgi CONS IFUCRIXJ, IN$iALLARON, MAINTENANCE AND OPERARON OF CABLE TELE VISICN SERVICES SHALL INTERFERE WITH 711E PoCILIRES ANO SER'ACF.S OF AN ELECTRIC, TELEPHONE, CAS pE DTITF.R PUBLIC URLITY. 7. RE ARMC,S SHOWN HEREON ARE BASF.O UPON THE FAST RIg1T-OF-WAY LINE OF MAIN SiREE T, ASSUMED A$ BEING 5.0000'04'r:. 4. ANY MpRTCACES HA14NG A Rff,ORU INIERF,5I IN nNY PpITtION OF 7HE LANDS BEING PLnTtEO SHALT EMECUTF. n SEPARATE INS iRUMENI' JOINING IN ANU RAlIF17NG 1HE PLAT AND All DE DICA110N5 ANO RESERVATIONS HEREON PURSUANT 1'0 f1.ORIUA $IAIU'E 177.(/81 (Z). 5. All TRACTS ARE CRE ATEU FOR 777E 715E AS DE SICNAIED HERE WIp{ nN0 ME TO BE OE OICn1E0 TO TI IF: HOMEOWNERS ASSOCInT10N FOR MnMTE NANf.E AND OWNERSHIP. ~ \v ~ ~ ~ m~~N 5 e 06'47" p _104.43' ~+ ~ 1~_ CURVE DATA 237.47• _'~-- 6' 1Ni ~ v\ \\ hr h, ~ ~FLL~__L1ED1U~_~tL_~110R~_TANGENL H H~BF.I~ItlG. C ~ C3 3'OO10" 2533.7) 132.79 132.78 6G.41 S IB']8'22'W 707 \ ~\ 2 - r 12 'fn° ~o p`t' C5 16'47'48' 200.00 58.63 58.42 29.53 N 65'38'55"n ofx yh p~.9 CG 90'00'00' 50.00 7(3.54 70.71 50.00 S AO'S7'I i'n C ~ ~ 1 1 z 0 •.7 42A 44 200.00 15,69 IS.fi9 7.85 5 ?'19"W 30 ~ ~~ N 60'}OVTW p~ t(,~ ~8 23'0!26' 50.00 20.14 20.00 10.21 N .d'40"E 5 754.93' Jl / m ~' ~-12.49' ro h b C~ 4850'39" 200.00 170.50 1fi5.38 90.62 S 10'O6'34'n oh n '1 qJ. GAS ~6 T, S 84'06'0)' ~ ~- 60.50' '? ht8 16'4148' 214.00 62.74 62.51 }L59 N 65'78'55"W m ~ 17 0.64 . ~ 14 Cr S )4 U2.4 G6/ N w 215.4}, 3 \ 19 GO'18'i6' 25.00 26.}I 25.11 Ia.52 S 43'S3'4i"E ~ N 15'S111'E Jr. 9 f J• f~ C20 216'32'03' 35.00 132.27 66.47 706.03 5 5759'26"W i6 C69 4J , C115 ~w a \ n 7- C27 66'13'4] 25.00 28.90 27.32 16.31 N 1709'42"B 11 fB ~+ C22 M1'29'44' DETNL 2 _ m m 214.00 IG]9 16.79 8.40 S I}'42'19~W DETNL 1 ~ 1J' ~e~,~P, ~- 021 23'04'26' NIS q4' w °fvi 36.00 14.50 14.90 7.35 N 22'59'40'E N1S ,N \ o a n ~ C24 w'19'J5~ 214A0 150.62 747.5} 78.58 S l4'22'O6'W ~ ~ ~ 0• N 11'25'23'n p ~ n ~46 15'34'53' 186.00 245,36 227.95 144.23 $ 03'15'33'E \ s P ~~P IJL52~ Z 5.14' Zw C47 23'0426' ~ ¢ ` $ 8-~~ ~ o p2 64.00 25.77 25.60 1}.p5 N 2259'40'E w, Z 1 ~GT ^h / O6'0)'E (NR) SI~SI' ~ ~~r- C48 4'29'44' 786.00 14.59 74.59 1.70 5 13'42'19'W w ~ / 189 ~. 3 rc N Cn9 90'00'00' 36.00 56.55 50.91 J6.DU S fiD5T11'W y m ~ of L2' IS~ n ~ rco~ C50 16'4748' 78600 Sa.53 54,73 27.46 N65'38'S5'w Q 20 f69 7'28'79' 214.00 27.91 27.89 13.97 N ]D'1879'W W ~ ~ 17112°0• ~sn49 lU p~ ~ ON pwz 770 61'58'14' 3500 39.69 77.60 22.28 N 46'1 T40'W w Z ~ ~ N I ~ ` r~ N 33'40'S0'E of h n ~ N ~ I 71 45'38'11" 75.00 27.88 27.15 14.7} S 7818'OB'W y 2 ,I ~~~. 14.60' n .} C72 52'10'23' 75.00 }1.87 }0.78 11.14 S 29'33'45'W o UI 4 z Oa C7] SJ'45'OS' }5.00 32.63 JI.64 17.74 S 2114'04E 2 . B ? , I 90.fi5' ~ rv tj4 1'11'07" 214.00 4.43 4.47 2.27 5 157178'n o Ol f~75 3'1871 21!00 72.36 12.36 6.18 S g06'/6'n n° m _I UI--'T S 8550'50' 62.32' h C76 072'19' 36.00 0.23 0.23 0.12 N I1'38'J6'E J m n o ml nl ~~o E 152.97 v C7,7 22'42'0]' 36.00 u.26 14.17 7.27 N 23'IOY9'E ---$ 1U'19~01~W CIB 1745'04' 2N.00 51.]6 51.24 25.80 5 2779'21'W V 2 ul ,) < 8 i ti IS' (TBYAIE IINL tr 9RNNq(F EASEMENT ~~~ 9I~ J1 23.51' C79 1675'10' 214.00 61.33 61.12 70.88 S 12'34'U'W e 15 PUBUC UIUIY EASEMENT ul N I '"'~j ~ C80 1009'20" 214.00 37.93 3288 19.02 $ OOY3'02'E ~ "~' -.I 19'~ ~fa S a C81 571}'J8' 25.00 25.01 24.01 71.69 N 225407'E o ml ~3; o ~ to C: G101 9N1VT 178.00 30.12 70.08 15.70 S 6205'51'E - ~ 'T ~ zII ~ ~ 61'02 9'1705' 64.00 10.37 10.36 5.20 N 1606'00'E __ _____________ __53.56'__lp_~1___ 10599' __J W ~• CI03 I1YT21: 6700 15.40 15.37 7.74 N 2T38'13'E ._ 566.7/ O pa GT04 20'/6'15" 186.00 67.43 67.x)6 74.09 5 2/08V6'M I3p.4}' 181.94 ~ Fa /A 81.80' -'~ .I, ~ ~ t^ 6105 23'/703; 186.00 ~ 76.99 76.45 39.Ofi 5 015C06'W I,; 693.42'o/A %f<N.189'42"14'W ~arrseT :~ NORTNEflLY BOUNDARY at :-1~ ,f O.R. 6715. PAGE IB54 UNr~~E~ '~7. ,E,: PRM i~ 4 -- -___ h d 215 11'33211 50.00 11.50 w.}? 22.OJ ~ 5 82'IO'JIY ~ - ~~M~f~ ~~~ fib /216'79, 50.00 37.01 76.20 19.12 S JT10']I'M 1'17 0'11'52'' 2533.77 10.96 ~ 10.95 SA7 N 1TISY3'E PItO7ES51DVAl SURLf11NC LB./6NJ 718 121'19' 2533.77 fi2.27 62.26 31.13 N 1805'2]'E 2915 SR. 590. SNIE r7 119 170'49' 2533.77 59.57 59.57 :9.79 N 191802'E Ci£ARWAR:R ILORpA 77759 770 006'02' 1762.85 3.09 5.09 _ 1.55 N 21 OS'J6'E (727) 669-0512 - gKET J aF 5 1~ ORIGINAL RECENED AUG ~ ~ 2408 WNING DEPARTMENT ItY OP CLEARWATER • - ---- ~°',3;-: I axx3;= by ~t::r~v,:4'?~Pr ~ I~4''~'~1G6~G'' ><, -tea LiR111179M1V NAT qL ~~ w0 IR--=~fAG' Ak ~_ ~/'Y CHUTAUQU~ LAKE ESTATES W a BEING A REPLAY Of LOT 4, BLOCK 38 Of UNIT No. 1 SECTIONI A, CHAUTAUQUA ON THE LAKE, RECORDED IN PLAT BOOK 9, PAGE 52 w ~; AND A PORTION SECTION 32, TOWNSHIP 28 SOUTH, RANGE 15 EAST, CITY Of CLEARWATER, PINELLAS COUNTY, FLORIDA Wm ~d ~, ~. ~p ao i Ja S 89'42'12 E UNI!i;,4TTED 600.44 0/ FWND 1/2' IRON R00 j REPLACED WITH OFFSET P.R.M. L8p6173 $ 99.47~29'E 5' PPoVAIE WAll EASEMENT ~ ~'PRM ]59.62 1 -e('-X14.55,__ ~~ ,_____.138.45'_______ ___r _____171.51._ i _______ s C ` S.3B'33'OB'E ~A 82\ ~ I I m 506.67 0/A ~ 335.11 R/ ' S ~ 14.97' '9T~ T ~ Z y 9~C'S~S,D ~ p656 Ef. 9059 r~ J@ J\S2 % m 23 ~ « a ~ X66 9/ ~ ~`\ o\oa 24 _ ~.; / !/1t~ 20 \ 066~~`' \~/ \\ F\\ N 18' PPoVAIE S~YAIx Y 2 ~ ~ ~ ~, ~ i P o. ~ DA4INAGE EASE4ENi I / DRAINAGE ------_ %'~ 9.0 ; y\ °m A-N 2a7s'ID'w ~F sF $ \ PJ,\\ ° _ / ~ PUBLIC U1kI1T'~EASEMENT / F ~ ei~ s\ o ~ ~ ` 13.]0' S ey9iP Sa.,v ~ \ ~pl,~~ 1106.96' 313.21' ti ; A ~ \ \ CB> ~ry~ , 5 89']5'16"E ~ 420.1] IO 20 0 /(~ F(n~ 4, so. \ 'P,~ ~ 0 \ / C28 25 6~D I N 24'26'10"w y ~ \~/ ~ 24.61' S ~ 25 9CF \\ 'e~Y\ U00 ` 1 N 07'19"E & CONSERVATION N SCAIE:I'=10' \ ~~ 6. \ AO UO '~ \ \ m I 122 ~~~ u e'G,P'%P` \1 t ~' ~' N }9'} 4.1E ` ~ ~ ~ 0~.9~ \ ^ m ~ 1261B~6' 27.7' _ 301.37' e JsoHS \ ~OG~y~4 \ ~ n h3 ~ S 9'S2'41'k" (NR) ~ ~- 426.10' _o y. ,o, ~t'~y,Yf- \ \ ~ G~5 N JO'24'28'E U \F ~ eys a / .y P / ~~: ~^ a418' ~~o LASE MEN] c ~ Cyf Q (,ti / ~ 21 N tl5:29'19"W / /' ~/ r 0 N I.~K/S~ J~ \ Zj ~ ~Q, / 15.68' 11~,N 04'48'05"E k W~a~ CHAUTAUQIJA ~, \ / a ~ n °~ I 7.46' ~~~~" rv UNPLATTE'D a24 .p C 5 ~, < ~~ 1 a,~W (PRIVATE)\ g~`~~~ cY~~Sg„ ~ c 4@/,~~ '- ~ uz.D7 ~a.DD' '~ lB•aro2'E <eW u ~y,rL~ .a >s~ ~q,y 20~ C31 i r~e 711 4ryl CURVE DATA CURVE DEI iA RADIUS AHD CMpRD TAI yENT CIFORO HFPRIN~ CI 10'02'13' 1762.85 308.87 308.42 154.80 5 16T1T31"W C25 69'25'30' 25.00 30.29 28.47 17.32 N 2855'03'E C26 13'48'32" 179.00 706,20 103.71 55.89 5 41'43'32'W C21 50'S8'IO' 25.00 2224 21 51 11.92 N 45'IB'21'E C28 28fi'OB'S6' 40.00 199.77 48.06 30.06 S 72'1T03'E C29 5]0577" 25.00 24.91 2389 U.60 S O6'48'4TE C30 ll'43'0D' 11 L00 61.45 60.66 37.53 S 3T35'29'W C31 10 x1 733' 25.00 44.20 38.66 30.49 N 75'S4'15'W C32 15'4731' 214.00 58.98 58.80 29.68 5 33'09'74'E C82 12'01'52" 25.00 5.25 5.24 2.67 N 5T36'S2'E CB3 32'47'54" 139.00 79.33 78.25 40.78 S 4]16'5 1'W CB4 11'06'10' 1}9.00 26.95 26.91 13.52 S 25'2275`W C85 41'57'25' 40.00 31.39 30.59 16.55 S 48'18'43~W C85 fi6'36'42' 40.00 46.50 43.93 2618 S 0T28'20'E C81 61'02'70' 4000 42.61 4062 23.58 S 7I'1T46'E C88 95'31'11' 40.00 66.69 59.23 44,05 N 3025'77E C89 18'01'26" 40.00 12.58 1253 6.34 N 26'20'48'W Cn2 59'08'19" 125.00 729.02 12},p 70.92 S 4705'00'w CI I} 26'44'17 200.00 91.33 92.19 47.53 S 2TID'S)'E Clla 75'34'51" 200.00 263.63 245.11 155.08 S 03'1573'E C121 2'02'30' 1762.85 62.82 62.81 31.11 5 20'01'20"W Ci22 J'i 1'12' 1762.85 98.05 98.D1 49.04 S i774'29'w 0123 2'09'32' 1762.85 66.12 66.12 33.22 S 14'14'07"w C121 2'32'5) 1762.85 78.13 78.42 }9.22 S 1222'S2'w 1 X26.14' v ~ S 85'34'99'E (NR 30 0 / ) -_~,~ 30479' 67/ / 2D i ~. I ~N 490101 I E 117.7--- 1 949.66' 0/A N 53'45'04'E -._~_ 170.27' 10.00'-_`~ / SBS'}q qyE (NR) -'F!T_.---~-_.L,__ MATCH LINE 490.39' 0/A --"---- 320.10' _ ~. SEE SHEET 3 -'- {, I~ NtlTES: ~ 1 i. NOTICE: TI{IS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF iNE 5118DINDED LANDS DESCRIOED HENEM AND IIl IN NO CIRCUMSTANCES BE $UPPLANffO IN AUTHORitt Bl1' ANY OTHER GRAPHIC OR DIgTAI FORM OF THE PLAT. THERE MAY DE AOD1710NAL RESTRICTIONS THAT ARE NOT RE OROED ON THIS PLAT TI9A7 MAY BE FWNO IN OIE PUtl JF RECORDS OF hilS COUNtt. 2. ANY URLITY EASEMENTS $170~N. HEREON, WITH THE E%CEPiION OF ANY EASEMENT ]FIAT IS E%G.IISIVEI.Y IN fAVg2 OF A SPE GFlC PRIVATE ENTITY, SHALL. ALSO BE EASEMENTS FOR 711E CONSTRUCII~1, INSTAUAOON, MAINIENANfE ANO OPERA710N Ofj CABLE IELENSION SERMCES PRONDED HOwE VER THPT NO SUCH CONSTRUCRON, INS TAILIPON, MAINTENANCE AND OPERATION OF CABLE TE LE hSIONSERVCES SHAH. IN1ERfERE WITH 11{E FAgU7IES AND SER18CE5 OF AN EIECIRIC, 1E LE PHONE, GAS OR OIhIER PUBLIC UOLITY. 3. BE ARINCS SHOWN HEREON ARE 'BASED UPON THE EAST RILNT-Of-WAY LINE OF MAIN~STREET, ASSUNED AS BEING 5.00'00'04'E. ~ i 4. ANY NORTGAGES HANNG A RECORD INTEREST IN ANY PORODN tK THE LANDS BEING PLMi7E0 SHALL EYECUTE A SEPAflATE INSTRUMENT JgNING Ifi AND flATIFYING THE PLAT AND ALL DEDICATIONS AND ItESERVARONS HEREON PURSUANT TO RORIOA STATUTE 777.081 (2). S. ALL TRACTS ARE CREATED F0~ THE USE AS DESIGNATED HEREWITH AND ARE BYO 8E DEDICATED TO THE HOMEOWNERS ASSOGAHON fOR MAP4TENANCE AND OWNERSHIP. ~ i it 0 UNTIED $iAiCS PUBLIC LANDS sfcnalu GOPHER ~'~, ~ = 6'EI NAP. & OSK ~'~ P(P 1R/bilJ ! o = 6Ef I/1' Rql R00 ' A CAP IB~I IJ n = PRCWERIY COfWER NOf SEi o =SEf 1'al' COVCRER' YOWIYFNi SfAYPfO PRY IB/61IJ OR. BOOK - OfIY7Al RELO9D 80x' F.C.M.O = fOW10 CONCRETE YO4UYENT (/ AS NOIfD) ' (RJ = RAgAL Urff ' (NRf = AqV - RAOAL IIAE '. P.OG = PC91f ~ COI81EkWYYENi P.O.B. = PQNf OF BFCdAWNC 0/A =OffILM1 PG = PALE P.B. = PUf BOOK ~~ SfG = SfCO'N !~ NO NU6fR ! PSY = PR(iESSWXgI SU4IEIER YAPPER ', PLS. = RAOfESSNAVAk LVD SU71f ttN '. i IB/ _ UCEN5f08USCffSS A7IYHER R4Y = FLRYAIIENf R(fEREN[f Iq'R.YENf ' POLARIS A58017MAlES ~PROfESSpNAL SI/RIfYING LB./61I3 2915 SR. 590, $UlE 17 C1fARW ^IEA~R0R6)A 17759 __-_ _ __ y .,y. l b ,3?sr ?", v'q .:+, ~~:5s.. ~~t , ;: a>a' v. ~, ORIGINAi. REC2NEQ AUG ~ 6 2008 :~ PLANNING DEPARTMENT CITY OF CIEARWAtER ~~ ! ~ -____.__.__. ~ ...T, ...,y...~... SUWIIIVI.VIINRAT W(WIN 129 PAGE 47 _- CHAUTAUQUA PLAICE ESTATES BEING A REPEAT OF LOT 4, BLOCK 36 OF UNIT No. 1 SECTION A I CHAUTAUQUA ON THE LAKE, RECORDED IN PLAT BOOK 9, PAGE 52 AND A PORTION SECTION 32, TOWNSHIP 28 SOUTH, RANGEI i6 EAST, CITY OF CLEARWATER, PINELLAS COUNTY; FLORIDA i CHAU AUQUA ON THE LAI(E, UNT N0. i, SEC. A B 43, P. 9, PG 52 ~ 26 OIWD IRON pD0 14 23 22 21 20 19 18 17 16 15 14 I/2' (LB/6113) REPLACED WI1H P.R.Y. IB/fi173 $ 89~42~12"E TRACT 'D" c}A S 89'42'12'E JJL09' WAIL k LANDSCAPE '--- - _ -TRA~' r. 60.00' aREA ~./J~ .LAKE BREEZE Oi 331.09' GAN 8110 ~ 6219' 70.00' 70.00' °n ~ ~.--_ -- -_ __ __-- a m eu ti o - .- N ~ P b N YT rc m °~'~~ OMI 2 ~ ;e •rv a m -- pQ' n~- n s e9'}s'34'E ~ cu ry RC - 260 27 ~ 28 7.7T .. ~ G G'} v°o ~~ O Z ~ C38 1 ~~ N ~ J7 C}9 eB _ _ S 49'42'12"E - S_89'a2't 2"E S 89'42'12' U < N rc }7. 50.74' - - 90.00' - 7000' 70.00' ... o a w ~ 6255 5 84'75'18'W ~ ° ~ ro~ -TRACT "C'~ a a a a 3 hOhry wall. 1 ~N]OW 5 ~ ~ ~' k ~ 600.44' o/a " ' PIQI VA2E INC~SS EGRES ~ "----TRACT D S 331 09' A - k ( P119 1R ANAR EASEYENT ((C DTIUTY EASEYEN - = - T ~N-~_~ - C72S 70.00 57.9 C109 N~ 3 _- ! - - { - 0 70 CqS I ~'~ C10B Vq ~ ~ 1~1 I 7 # N ~ i s- ~p ~, 'I~.y t~ "WlC 'T$~ n i onLry N7 ro m ~ EAgEMENI 0 ~, 31 s~ eb l ryy. I S 89'42'12'E 70.00' 2 A, _ 5 89'4T'72'E a~ 69.29 ~ S ~ \-.-- - 6j 5~\f I . E 32 1- m S a' N Nmh~LANIISCAPE nREA ~ a o w ni U m!~ /2 PUfiUC UTILITY ~ i w 'fl N1 EASEMENT ~ ~ Sao ~ r m~ ~ ~ o ~ `'-- -- '--- DRAINAGE N CONSERVATION ~A5 EMENi ? ~ Q O ~ ~n a ~ n Z - (PRIVATE) ~ rc Tom to Z N 69'SG25'E N 89'S6'25'E N 69'56'25"E N 89~56'2~'E ~ 89'56'; _ _96.7.0__ _ 90.00' _ 70.00' 70.00' ! 70.0(1' MATChI LINT SEE SHEET 2~ ~. WRVS DATA 1GL-RISE DELTA ' ' R~IJ~$_ AHC CNORO_ig_IJEEN C RQ~ ARING CIO t} 48'}9 275.00 233.52 226,57 124.32 S 65'22'Sfi"E CI1 83'0972' ' ' 60.00 87.66 79,64 53.23 N /8'43'02'E C12 83'76 10 ' ' 60.00 87.20 79.73 53.74 5 46'46'2YW C33 4879 1 J ' 289,M 245,/1 238.10 130.65 S 65'22'36'E C34 83'09 32' ' 74.00 107.10 98.22 65.65 N 18'43'02'E C35 352fi72 ' 16.00 28.15 28.00 14.70 5 24'5 1'32'W C36 80'0]21 33.00 46.15 12./8 27.75 S eZ38'28'W C37 20'46'44' ' " 33.00 11.97 11.90 6.05 N 76'S9'29'E C3B 8'2fi S0 ' 7a.00 10.91 10.90 S,t6 S 83'09'25'W C39 22'32 1] ' ' 50,110 19.67 19.54 9.96 5 89'4TSYE CAO JO'15 15 ' ' 52.00 27.92 21.58 74.70 $ B6YJ5'24'W Cdi 3} 59'39 25.00 2G.0} 21.87 U.33 S 40'SY46'W C42 30'12'59' 52.00 27.42 27.11 11.04 S 04tl}•}0'E U1 26'18'16' ' <0.00 18.76 18.20 9.35 N O6'00'S2'W U/ 8)'09 32' ' ' 4fi.00 66.76 fi1.06 40.81 N 4B'43'02'E G5 48'39 13 26 L00 221.63 215.03 tq.99 5 65'22'36'E C106 ]7 U57i 186.00 100.94 99.70 51,74 S 25'30'12'E Ct07 17V2'11' ' ' 261.00 59.79 59.26 29.82 S 4774'OS'E C708 17V2 4J ' 26 L00 123.20 122.06 62.77 S 6I']6'71'E 0109 8'31 20' ' ' 261.00 39.05 39.01 19.56 S 85'25'02'E CI10 35']8 77 ' ' 4fi.00 28.62 28.16 74.79 N 72'28'31'E CI11 17'30 59 ' ' 46.00 36.15 37.06 20.25 N 3053'45'E 0125 32'49 23 ' 289.00 165.56 163.31 65.12 N 13'1T30'W C116 <^,' P36 ' 289.00 13.21 23.21 ll.fi/ N 51'31'27 N Ct21 11'1] 00' 269.00 56.58 56.19 28.78 N t6'39'29'W I1NE TABIE UNE BEARING DISTANCE Ll N66'OB'S8'E II17 1 t+` L2 N66T18'SB"E 5.78 ( {. ( p A :; J ~~ iy h j8/ `7 t5 -1708. N 89'S6'25'E ygfc la 2D p 4D ti /y~ SCA11:: 1'-/0' , ~FAn ~-20' PRIVATE ORAWAGE EASEMENT \ FT .~M1 (;r \ ~J ~ a~ \ yy S ~C'1, s,se F P 6 ~ FP s J' ~ S'U: b SF` ~ £ is F N6i 3j03g68B \ 0~ •` o+ 33 N 84'35'S~E_INR1 ~~ _ 191_1 O___-- 490.37 $ 85034'49" E MATCH LINE SEE SHEET 3 i NOTES: 1, NOTICE: 1FIIS PLAT, AS RECORD~p IN 775 GRAPHIC FORM, IS THE OFFIpAL DEPICTION OF• 1HE SUBOIHOEO LANDS DESCR18E0 HEREIN ANO WIL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY A i' O1HER GRAPHIC OR DIGIT0.1. FORM OF THE PLAT, THERE NAY 6E ADDI110NAL RESTRICTIONS THAT ARE NOi RE COF EO (MI 11115 PLAT THAT MAY BE FOUND IN DiE PUBLICIRE CORDS OF THIS COUNTY. 2. ANY UTWTY EASEMENTS SHOWN HEREON, WITH THE E %CEPTION OF ANY EASEMENT THAIT~IIS E%CLUSIVE LY IN FAVOR OF A SPECIFIC PRIVATE ENTItt; SHALL AL50 BE EASEMENTS FOR THE CONS TRUCTION,IWSTAL[ATION, MAINTENANCE AND OPERATION OF CA9LE IEEE V1510N SERNCES PRONDEO I40NE VER THAT iNO SUCH CONSTRUCTION, INSTALLARON, MMNTL•fJANCE AND OPERAOpN OF CABLE TE LE V1510N SERhCES SHALL INTERFERE WITH THE FApLI11E5 AND' SE RNCF$ OF AN E IFCTRIC, TELEPHONE, GAS OR OTH~fi PUBUC UTWTY. 3. BEARINGS SHOWN HEREON ARE BASED UPON THE EAST RIGHT-OF-WAY l1NE OF MAW STREET, ASSUMED 0.5 BEWC S.OOtlO'04 E. I 4. ANY YpiTCAGES HAHNC A RE ~ ~. INTEREST W ANY POR110N OF T11E LANO$ BEING PLATTEII SHALL E%EG1TE A SEPARATE INSTRUMENT JOINING IN aN~ RATIFYING THE PIA] AND ALL DEOICADONS AND RESERVaRgvS HEREON PURSUANT TO FLOROA STATUTE 177.2181 (2). 5. ALL TRACTS ARE CRE AIED FOR THE USE AS I~~ DE SICNATEp HEREWITH ANp ARE TO E OEaCATEO TO 711E HOMEOWNERS ASSOpATION FOR MAI 1~'NANCE 'AND OWNERSHIP. y S [t I. ; ~ I L I ; ii: 0 = UWIEO 6TAlE5 PUBIC 4 SECMNlAI. CCRNER ''~. • =SET NA4 Ap5% PCP IB(G'i1J o =SEC 1/1'IRpY Rp7 R CAP Dl/611J e = EWp'fRCY EORMR NOI SEC 0 . SEC T'AI' COVC4f IF YCYAWEN! 9iAlIPfO FRY LB(611J OR. B00'i = O'ROAL RECgtO B70K f.C.M.o • fpRJD IX2VCRI R YONUYFNi (/ AS NOiEO) (Rf = RApAI LNE (Mi) =NON - RAgAL IME PA.C =PgNC Oi CgMNRYENi P.O.B = POMi R &QNNNG O/A - O1ERAlL PG =PAR P.8 = PIAC 6O0( SCG • SfCIWN N0. = MASER PSY = PAt1f5SKNAL SLW4EIER YAIfER PLS. • PRO{ESSq'Y,Y lAhO 3M71f IO4 lB/ = URNSFD BUSlFSS MAA3ER PRY • PERYA'CNC REITRENR YIYA.WQNi R/W • Rpll-LY-/AY a1 ,~V ASSOWTES IIG PRO(CSWINAL SURN:YING L.e./6113 1915 SR. 590, SiR7F I7 C{EARwA1FR, F101MA 33759 (727) 669-0522 SNEEY 5 Q° 5 ~~ J t~ -t ICII -><t.~ .... 'I ' 13Y;--- -- _ ,. s' >' i 1: - ~- -- -- --- A f ;.:. - ----- --- -- --------- :. I1 ~. ORIGINAL RECeiVEQ~ AUG 2 6 2008 PLANNING DEPARIMEM CITY OF CLEARWATER \? a.y LAKE CHAUTAUQUA SUBDIVISION CLEARWAT6R, FLORIDA SECTION 32, TOWNSHIP 28 S, RANGE 16 E PINELLAS COUNTY, .FLORIDA LEGAL DESCRD'fION ~ba.erc aeaa~.,.er 4-. e..Yrraua .~~, n e.b,brc aen n un ,. beY •••. o.uno. er k ,r[ S"D.~'84a~' 'd'alill I~'V¢~S4~'YhC',"»' a k'~'bE.e,. C'-. wa is ~ re ~e "u~, sr~°i .and. ~iiri9iiewui.~'uw .bsn ~~;@.,rpbr~rq~ps~, q~,prY.:~.p~~~~1wM,.x• ra~~x~~l~sz~s ~ I~I ,ni fib. bYw• 4 i~PM ~IOb R~ t~ ~ i e4 IOd Yob. '.~1'.b~~. ".5~'.1C.~lE.'Y~7.1~"7STW ~f'S~'7~~'B171b'~6" rs,~~Y 1. MR b,Rbb[bia~~,~Ybx 41 ,nM1O.r9iawo°vw ui~wm Y!{~~~ '0~°~°~y'im'w e~~~~iri ,b, ~• 1,tq YM,S M nl IM~iN~'i,[ ~,b i"MI 7C,l~t~°.ii L2R~t~'f,"~~P,y. y.°e"~1.4S.tb .4y!C,"7~'tdtl. M ~b~YIed WINMA1 Vl01Yl ~~I~IIO.N RAr~O'O ed ~,~i ~t~~r,r~e~lmw"a~ul°~.7"~ wr. n.wri r W A R N I N G cwnecra ro ceu •Ww.x[ Wert oet teu• !f-Nro N xMe IbOt ro e,n aWlea ' ne mwsm¢mx ea cmroro unan ~ncennn ROTTLUND HOMES OF FLORIDA, SIC. ZB97 NBC DF~11/E CLEARWATEii, FLORDA 39769 PNONE: (77f) 66R-?sa9 iA7L' (T17) 70.1-07AY - ' A Gulf Coast Consulting, Inc. ~- ~ ~. ~ ... J J ~ ~o L®d Development ConalRmg 13670 SNe Saea N., aua 110 ae.,..m. New mho Fu~(197n S7A0.60901R APR 0 5 2004 DRAWINQ INDEX--~ C41~FT TITLE 1 COVER SHEET 2 NOTES AND SPECIFICATIONS PLAN 3 STORMWATER POLLUTION PREVENTION PLAN 3A SEDIMENT k EROSION CONTROL PLAN 4 EXISTING CONDITIONS k DEMOLITION PLAN 4A MASTER DRAINAGE PLAN 5 PRELIMINARY PLAT 6 HOR120NTAL CONTROL /LOT DIMENSION PLAN 7 BUILDING LAYOUT PLAN 6 PAVING, GRADING k DRAINAGE PLAN 9 PAVING, GRADING do DRAINAGE PLAN 10 WATER & SEWER PLAN 11 WATER & SEWER PLAN 72 PAVING, GRADING 6c DRAINAGE DETAILS 13 PAVING, GRADING k DRAINAGE DETAILS 14 PAVING, GRADING k DRAINAGE DETAILS 75 PAVING, GRADING & DRAINAGE DETAILS 1B WATER & SEWER DETAILS 17 WATER & SEWER DETAILS os-oo+ oAn:: +z-x-w i , t E.S. t:~ , _,i VICINITY MAP • Y•wrMrr•rM rUM pYYiA M•r ` ~~'S~ • • ~ ~ ~ • ~wrrrir~ wrrwsw.walr • 9Gm"~1~' °am rrrsrww r ~~~ M ~+~7Ei~ • • ~_ °~P~~.r ~al~,m~. 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Mrwrww {Lr el.+rwrw •..r wrr•.r r.wrw MYYOJI +Y~.rM1 ~N yl. M.wr Mr~1 ~~r~•~_,_p~ rrr•wr ~6. r~" "rf~ir~i rrpw r u w r y~nyiq~.•y~~ ~w wr wrw~r~n rr wrY Y~IMt MY wr}w Yr~wwyrrM4 ~WIY~ t ° rr_w_ww~r Ip~ ~rr~~~~~~`~Tr r APR Q 5 1Q04 t ~.~rr• ~ l,.i i . ~ S.: ~ 1 ~. A TIMING OP CONTRCL MEASURES SPILL, CONTROL PRACnCES LANE ONAU TAUOUA SU6DINyON M MOtlrzO IM M R¢ILMR b YAg1 ACTY a RYIm NLT RMR nALYTm Di1f1FYC11OM „RM¢f Yp N AOODq n M mm YmfoaLww MO YARNK YMARIRFT wAaYm O1m[fm N M vRYDn 1CCng1 STONNWATER POLLUTION PREVENTON PLAN , ROfNNr LAAnf MKl R Cg1TNlCIm NOq m G1Mno q gY7NC q M. oMx wingc.o M NR. MLM R M1 HM, IK fal„NO NIACflp1 „Kl L1 ral0Yi0 f011 PIA MRHF11011 MO atMJN Yilrz Wg1FIICTI„ ACnxTr rzYrgAl\T ¢bL9 rq YOrz MM N OAr7 „Ka R nbAILTD YM A TLrgMY OIb1 AMO Wlp NDM 11 OAM ¢ M LMT OIf1111RMp, qp OOMMYpIq ACDMIY pNNf raRMgaY MAt YMRACnAFA1 RNYl/000 RMOOf fq TA4 QCM Lo „kl /[ gEAKI v01rL0 MD NN vMgIM[l LLAU R YYA MALI R nALYfm .M 1gYNNYt fm. 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A r0 DJ) 1' ~ „, ~ ...... •. •• .. ~ T )«r«ntlN :1 J[y«GW fi • A 1 1011 NMM. lbK[ ~' T1Va 01011w.4tA.«1.r Ol ip • NLC Y9YT .. ~\' : ~ ~WC YTYTV [MvwV. `.Y . .. ... GKIpl1 Y Ki[ KRY GKVLtlI CONR 0161 m N .0 el [l Y.D LMGVAR !•,1t(M ! )r«°!1.«tf T[T.a'Df 916 AIG a WNJ[ Twa01a 7w V•n Y.av~• L°0 r01[MMl MKT ro [M1vw•«PJ L)6940 11KLL -, I - i » ,° 9 - ~ MATCH LINE A - A ~ ~ -^i ' ~~~ ~~~~ LTµN9 AD95m0 Al lMC (M7>frJl pa .~Vq i mw~ I~w1q ' m VJYiiU~PKD uirORA AeG • G4VM6 ~ ( p rr[RK.VI[ . el IJ . ' ~~ ectl .D uNRM) R I . : eYi» HAND ("'°I :r lx Jt- x D WCSRD KN h ~ N ~~ ~ODevtlo~Cep ihr+' W ROTTLUND HOMES OF FLORIDA, INC LAKE CHAUTAUQUA SUBDIVISION ~~~~~ _ "'~' A,pR ~>~r~.r~x~1a 2637 McC0RMICK DRNF ~ • -? PAVING, 6RADIN6 Rc DRAINAGE PLAN ~- ~i>N CLFARWA'1'6R, FLORIDA 33779•!046 ~ 7'] r f .. ..., r~ E:a . (,~~~ p'y'....~ nb O O O O ,m ``~- -'ceu'~ v ,.~ x[noo vAn - - .. r^^" •'~ n km I li I .' ~`rErtuo ,WmmmxAC waA~xa-t (aaa q - ~ \~. ~. I cat iTrh.. ~- ~ . ~ e~ 4r ~~~ . - X'~ ~ ~~ ' - /nMrwn9r)xaiBmrnau ~ / ~/ 33 au-a• ~ .:, ,-. I i j 1~ ~ ~. ~ - x9m 40DT PeuxE m[Ea '-"' ra rum acarKc ,, I `I, - MtALLA9W A MWrp g'rr r i :,: ~ t .. ~; ,.:. : . u• taAxuu a umn MATCH LINE B - 6 `',,r. / ~ .. 35 _ I 4 _ r ~j, I I lAK x. LANE - "' s~~ X '~ w / uroX' ~ ~ r. K I Iris ~~ I aU~WCt wn I4xoR t (M V - -ib w .: ' /~ N l .~. ~ q.•1 \t ~~,,yy,,,, I, ® CENTER NODEL ~ 3( X~ \ aYTGr.RROg fW11 -... - CEN7E .. \ -/ \ 25 28 27 e. 2B 29 ~ JO Si / ~ mil` "~ 31 ~ ~ ~ N ~ ~ . --~ _ ... ~ - `1 - DflOP MANHOLE i ~; ~ F00 u- r Prc roa-tp w a' xuw u+u¢ rcua ~.... ~a"r" .... 9$!8w'~ A. , SAPIITARY SEWER CH PmnMulua So )V4aB0I1 Iv91-I N03-7 101 LF S'PYC (SDR -33)®0.65% YI LF 8"DIP (CL 30) Q 0.457. 301E 8"PVC(SDR -SS) ®0.457. Br93-] MH-3 166 LP S'PVC(SDR -35)®0.43% h43.9A A91-7 1361A S'PVC(SDR-33)®O.N'/. N013 tN44 390 LP S'PVC(SDR •33)®0.437. [.41-< MFI.S ]56 LP S'PPC (SDR-3f)®0.43% A'01-3 NOaG 340 LF S'PYC (SDR -33) 0.43% N01.6A MFId 146 LF S'PVC (SDR -33)®0.50% hSifi FX. an3 B}LP B•PVC(SDR-33)®O30'i, 1,43-7 A933 3901P B"PVC (SDR 35)~0.4)Y. [rWS MH-9 140LP S'PVC(9DR-35)~O.m% h93.9 N1H9A 43LF 8'PVC(SDR-35)Q030'/. ` I t•~-., ` -:. ~n _.~~. i 21 /'' ~ Q ~. r, , y'/ ~ ~ w .u ~°~ 0 l ~ I °* ,~ : Sa BIa l(p •~` MC Bar-I\)~w ~~ `~' ' j': V );, )r O m wjX X J C Q p /~ ~~rw e[s w~'iaRa."ooausapwxpea. i. 0~101prC'e ACQR 1~1r~ M aie ar6 Wr a .rrROrm a Bwa^am raE a Pnau6. LEGEND: _~_ - . na xer.r raa" darn a rR aM a q nr.plawrr. r ~ aw r.a aw.ac • rl9r Km ~' ~st°s r~i ar nB ~Bw rtrr tlr4 4~ 4a rt~ rmala r.arwlavrte. ~+. ran m uua4 Ou3f COUl Conw0ing, inc. ewAraorw. aacr mscavtux 3a[ltielerGi.32II' -_._- ~= ~~^6^~^i6=^~~ ROTTLUND HOMES OF FLORIDA, INC LAKE CHAUTAUQUA SUBDIVISION ''r~GfBNN66:: +~~- ".(~.+'z '~ 1O° """y'"'~10 x637 M000RMICK DRNE WATER&SfiWER PLAN 1~ ~ v"m.n~" CLFI~RWA171i, FLORIDA 3 3 79 9-104 6 'y r r a . .. . ~ •, I'1 .~~ ~_~ . ~f r ( I~ ~GurY.s°+~ v r nY .n. ~a `: I-`I ~' i wwY777Yaaaauw .. ~~-. i I ~~; ~~ Wrw RO YMI. pOC4Ob ~..... ~,: :_)i ...'I, ~~ wan [7sr •Yrr[ MIPA}rDIR 3M8IO~CRr1I0N ~~c ouvco.r caa.Yumg, mo. ROTTLUND HOMES OF FLORIDA, INC ~~ ;~ 11 ox~ L.od Dvdep.ml DY.rvan[ LAKE CHAUTAUQUA SUBDIVISION -~' •" Ima ~v~w 26371dcC0RMICK DRIVE WATER&SEWER PLAN "- ~Kr- ~~~~~~' ia, ~,f,'~'~n CLEAAWA7Fa FLORIDA 3?759-1046 ~1 '~7] o ~ ,v..r .a.f_ ROUR w70a.Y7. ~ ~ ~ ~ Q , ~ I7aYOK•wo. opaRCr _ ~~, _:., )_( ( DRAINA(7E I I ~ . ~I C'X . ~ ` aWeaYw~RaI7Yn II ~.: X-.,- `` x / x ~ EASEMENT I 38 a •~ 16 \ ao. / x ~ x I --• d.~IN.RD[Yyµ . I l l i X vat ~: ; IVq,~ 'u7l+r un,r. u`o,Dj;N..a y~ X ~ / ~ [, nln um4r a 15 [rte \ ~PQ' I 1 ~ ~+ >r'x X (7 - _- .. ~ 37 ~t. Is oraNa ~'yn " ,+~J ~ YvffffV X ~'• g O \ s~Ib 1a I7 . ' 43 41 x \ ~ ~ I I i ; ~; X ' D I ~- ~ >< x K.:~ 3e ; \ +~~X .1 J ~y / 7RV • ' cc..yn w ~' ~-~'_~r va Capr~~oeCi~fp I x 7~ r »~ f~ 3B \ ~~ / 13 ~ 1/ I I rwp[ • I1II ,I - 7r ~ ~7C ~ - n+Y: unrNi;~q tn. r r~ \ '\ ~~'. x' - ~ /; 1 u• ar, s oox ~y 5 ~~ p~~ e ~ ~ ~'~ I I .OM ~ f~ ~ x. 1 (yMw~y~ a I' i x ,,,,y b ` S ~ M UIIIF[F~iAHI'AHY/PFOIht)Ot064H'F.pIMT ~ 1 2 ''.X ~ 3X 'R r~x~( X X ~ R µf ~; ..\t 11 a~ i I i t '~ I :7( . 8 N 1 l y "Yr7,a` r '~I A 77....tl.. v .: a<a . dra ~ aya,olr n...:.,.Ibwi. aoo I "x x II x x ~____ O, Irov -.8no Ww .-:. ., i~.O I.. H a.a.:r. >raa.a.o ~~ _ _ O aya ola~N.....glw.u a•ar ' I I I ~~ ~ x ~ 7d ~a .Y~i+ 'w ~ ~~: m.Ia...lv.cw.•.r / ' • Y7r0r ar n I I I A I -- ~ / r ~_ 1 "° c 7w...7rl.w.araca. as n ~ ~ ~. . ,^ I co aynola~n..y.,al..... a:vr w1arY~ I I I .. N;.q y~ 8 .. / , I r. r I .. ~ -, .~ ~ _. q,. C.J. [: ~1 II cv.~...ao 47~OMYM~~I ~ U'MM.Q d ... 0.~ ~~ ` 'I'I~ \ ~~ H alya0la N.wtr~14r2i'v mN '-e7uwlauem• :1' ..I -w'-"°k a ~~ cy.~...aw • L" - - .. .... r..,r . I I ! j _... ~ LEGEND: I r NY4a[ .4• wow wYw r[Ytt - ; _. _ uu • uM .. i 8 I. x n:. aoo . _...... • .u[uo Imur. , .__' - ; . _ •.r.u[ue.unln . ' aya o a~ e.y.yN,.,,. m7o I k R4NR YRRwdYI ~- = ..RMr.p~Y [ap[Ypl [AI[4011 c:....•_w I YppIR RIIO . DOI.RCr •a.r. d a.i Mut. Y I a OIR7aa I• YMRIYw rpaYpir •MOr YIAM:Y -re F m....rl.d u~rca. a-ar I r ~Ya YoYYU • wYalw aya.ola~ N..:.„n.,.,. am ca.,..•vx • . , ? - `d MATCH LINE B - B I - r. Kn.aD JIIaSaaTNIrMI o >0 ro a0 I ~ I DYI IM7 Y[ ( 7 IaICTmN. RN[ly . rRMMf JIM L D it , ~ - ~~ ,~~ ; ~ -OO.._:._ ;~ _ .. I;, ~ 48 x x x x •'X -~ Xx .` LINE B - B >k x x x I APR ~ ~ ZQ0~1 - .~ Ip/Oleer caNlnerieot ' - e• aeP •t rl anw ' ,.. i •• a•e m ul aly.. re I-1/1'R VnrNR Wrlsc• rR h Suer ci ^ ~ :.. ~R:: ~:: ~:::... ... px PP :-:: :..:::i::i:::9': ,.:~, ,:. R: 1., .. C00ectitl .~.. ~ CeWecte• ` r< /a~~4i~~~~~ ND1E~Mw..t/ w We a rw~n. w ex.. aw. ae$~. t•r• are natal w STRAIGHT CURB ccw•.Nw ~ "" r'JK~n' °"""` •w 01! arfNrw M Ilr Ip NN M V. 4~Inf RSNlr.lw arr+ w a•n• irPE I LURB r pc4 e/ Cur• NDiCf~ Cen•tr~tbn fr'.+trVa I`, Ike We M • Vt' •ta ynt eteut aN•xILC M r we4 M M •ti ''lye'•Y• V•erNR MuGdlO•t1 M Ml ryN M)>M Pcl. Gur0 ~ Lrlw 3' TRANS]T[GN AT DRIVES ~ rk-4tNa• ~1 1-V.' ~ F wrR . ~ I warx /// \\\\ / O a R / / \ \ 0 0 000 ( ( \ ' LL o I o t R 9 N Y ooaaaR RING - WLC PLNN l i V C ! 0 Nan t4tl per/"e/ •ettlrn N b ~, 00°x000 1•gY•V ~ er n' ~ tdlD CDVER rocuMe ivh Y N A 6 r~ ee-vr -1 ~ L • _ , RING - fELTWN N•eNM• wren NKtw V•~1 r IY •M r rw w• LmID COVCR SCC 116! NDiCf ~~ V•V!i ~ K•. 1. mrnr ratrr/ KM a •> OWr uK f yN1, N •ew aae r wq - •w.MK N M af .OKI a flan r111 M t•A Y L F K W ew ~ KEN C R K R r~ fi S hrhnM/ m~.wr~M~n10•`N +NO M My b ••t/ tMe ~-; r-r~-i--~rt- eexn..,..«nrmu. • tf •`,~ - ., _._ GNIf CoeY CamlDiRg, lRC .._.___.__ .._. ~__.._.. ~~ „_ _-- Lria..a,mrli°°^~ ROTTLUND HOMES OF FLORIDA, INC LAKE CHAUTAUQUA SUBDIVISION ;~ _ 13 °~- ~f°0+~ ,;,;~~;;y;,,"° za77 mocDRUICx DRIVE PAVING, GRADING Bc DRAINAGE DETAII.S _y'&_ ~N CLHARWATFR, FLORIDA 33739-1046 - - • , ,., M _~ t• 4t ul y aeR .< alYx I box V/erlp V•sr4L i°rl4x ~ tls/4p D/r• ? :~ ::1::I;:::;:y^ T- :.::,:.:. l...r:. 4 Mn L pw t .wr MODIFIED CURB NDres~ ~~~~~~~~$~ f Iro.. /rou !.. ve' VALLEY GUTTER CURB pe4 pnt ert.eM I ev •M /rl.•.ey. •1.1/r! 1. iencrlb M twat eroll ~' 1•D/i'R efcwpi. 'elNraOrm~mo~p_rroer vr! v.erly ~~::~: ~:reece~ / :~:.: a turlx. t :r~s:i:i:: - k a: .v:s:.::;G:~, 1,. ~: ~° px f• I t7 W. 11' Lerp. ~.. .'..'..'..'. b' K. ' CweecM wepr4w ~ . ' a•r MEDIAN CURB .. .. .. ~~ P]N / DOWELLED CURB ...' ~ w 4 ~~N~. Ylb.r.1 $~p.~~~..w..,a ~ , fxwA 4. pY Y ~KrtItMM of .r•MM ~v Itr 1 ~ (r W Q IF1 r .eN 4" w.... ~'i7D `,~LLN~V'tL~ tx•N-• "^r r~.N ••Nr •..r Din .,, ~.N ~IiN I.N•4ew r •N• I41 ewr I.y t - 1~ nr.~ r.~n y., p •MKO •KLeVLW YWiI fpltDl ICN4r•i0 /--•WD NMOCM.Y~iR 1 MLLC •ORM ' / rP xcN tlNn TYPICAL CROSS-SECTION R-R •n K~~[ .. uiru'G~' A~'[a r ua wIn r[ADc vAwn Rr iDQII~ ~I REA t ° c lm.) , wrc noaAn [ fRI) CROSS SECTION 0-D RYARD DRAINAGE SWALE An ~~fY~gp K~l ,~j~Lli,/a Mlp}(M[1 M[ ~[If[n (ilYl I IY/N1M [~flw0 ~ r°[{ MID RMI1fA 1CM°uIt mDa [I AMADAYAn! I.Q[, - W _ I~MtiW YII[ tl- N- R- d- ~1~ u- H- [1 M- ~[ r '°t ~ AAO° I Zw°n°rlulot ti A Ri CROSS SECTION E-E REARYARD DRAINAGE SWALE XI! *... _ .. J/ ~~ Ytt. T[C7S~ OpyX9 (fM.) /. [ n [n .c rao u~or-~ '. - +. . ...... .. ~~ eonaY ar ~_. ~ a R.a TYPICAL R_ ETENTION FOND N0. 20 GROSS SECTION W M N ei ea u "~I i•. r (vtn~ncia°)iw) ~ -HA ITA 10 IA NHAN -M NT AR A -1 GRO m eg S .TION dull COart CDlwltlng, Ina nueAUOIgI~ sxurtoacnmla. ~~.~'~' ~ [~°°^•~°d°~ w ' ROTTLUND HOMES OF FLORIDA, INC LAKE CHAUTAUQUA SUBDMSION ~'- , . ~- ~~~~ 3671 McCOAMIQC DEiVE CLEARWATER FLORIDA !]7l9d°C6 PAViNO, 6RADINO & DRAINAOE DETAII.S ..ra. ~ ~ ~~• Qlw .IAY uaom eA 1` Al~t~ ~ ~ ~C1C1~ ,~ 3 • • 4. R/W Pivitb Lnde l5 doa0.' I v 0 v Vein miv.. 1,0'mv. dO6om ]Nav~Pmtlntlvt o 0 m p m o0mpm0m pmpaq line bb 10! Ir mia. Pid<Ndn mn. -' ld•m. r" -~ °ooalo A oop ~~ dd5 0 ieVEvR p \ ~. _. __ mo m mm v e Clement Nvp 0 sd•aa• ea Duabdytbe City Lnrme ~ N• ~ 1 80IID COVI~ cmedo PSd l• ' CRY OWNLD TNrk.l'8`6p' 1 Z ANO HONLOWNLR Orx]EO ~ lS ~, ~ fl NAIMARIED AND NNM'AWED 0•rr 1'~Iro Bmd ~y ~. ]p In• e• amimum3 nut H1N0.8ECIION (sa xdd N~ Wd~3131bc. 801N COVEE BECQON SECTION ANY VAR1ANCe NusT HAVLwpmtN Roles Wd~t us rop APPROVAL OF THL CffYENORlLEk I. V.B. fomdry Nv. II7 Rivp AVd BLCrvm QPqud. NOTE Omw Lded SAND'ARY $EWPA All land meaid5 indudivtiDtcrW pempa eedpma ae eo acme to Ibe B/W mlolbeea®mt CLEANOUT DETAII. MANHOLE COVHt line urobd p.l.a - o.c5 I Lei r~ ~ La Lq 1 ~~ /SrAr wr ~ b~ Sm. O Sedcl ~ ~ MH ITYp') 8vi L rd CuA n' ' F~ Eidrrdk . e rmmbpb.mb _ ]~ ~ la N07L BANRARYIAI6RALI TORE I ~ ~$i de La lice La wlrxw Ivor cwnn ml.or m+ Dowlmu. aoL or ceNlm oP L07, l7Yv ~ PLAN V@W Rm xH 8vibry lfdv PRONE SAN~~RY LATERALLATERAL LOCA~Q I[~ N I CLI~d lour 97/1' e• uvr ---I CLEANOUT PLUO DEfAQ. ti NOSL pemvm Plutly be U.B, raunGy 7d11 mapu3. e. mam Nv.Rll 1 I~.IOe, odbd6 Appmred bmJ Ivim redt n'ORiv11' Cvaemtric cons plamm and •Rev~NedY, an vbJlvemmhda0vv Tw untloumrdWrldlldNS ~ , /'dgdd !~B"'~ /trtlrdadmma~t 3• mia. Wltlddom ' i Sypr V ldd elm . N n k1 ' ~ elaldp.;. 1 I'/e min ~i~: eddipt a5a NI gmivt.dm ~- ~a;etmw 1• prt ~ ~ .C.: '.;}d Pound farrmev . ¢ar ' - - - - rldm i.yip5aar OYdcrO avm poa~ p.v.c. ply. rgpLaa~ol. N01'AS dptecmdinl b)Flo 1. pncutmmbvl•dny mq by Tptvmdb)Ciry vntrel. IVe.,mpmacd C LnpnSa. thep 4ndet abmtldnynd ~ amlp mVdlnL ]. Dray rtmtind ekm ]'more. t'Ibid<pomnldoyllmmma.p5d 3. Nvbeln $dl bve vivleieml ndNOrmdlnt (/.010 pd yen dll gedlydmW plat<ca lS mlb dq l6idmm FROLOEP1N~131 toddled mde nlrtiyt'rd3rymdv Lvvs~Nmdc Sr lteppmbiwv6ctldl NUdm pdarm rmePivt pipr~NH SOON. PRECAST SANITARY MANHOLE I~AD O~IDE DROP &.DOOHOUSE CONNECRON ORORMA,~OLENO ~_ ~• oetrealn dbotWBDg, IDC _.._--.-.. LmIDr7drpaNDmrJed ROTTLUND HOMES OF FLORIDA, INC LAKE CHAUTAUQUA SUBDMSION ` ..z •a ~+8` '( ~ !~: ,I,c y61~- 2637 MLCORbIIIX DRIVE WATER & SEWER DETAE,S -slt` ~I'i +]~lup~ CLEARWATER, FLORDIA 73759/0/6 / ~I l.eell 1 ~1~R Cl ~ ~~C~~ • • .0 _ ~~:DO:(4T~ ~:R~~ ~ ~ ~ ~~~ ~(~ \ ~,aa,.. ~M~(ma~aY~ti r~WrY 4uwaY. _ a~aelsucu~c>a~aae~ ! e t • f ~~ - ~-~~, a. a. (pl (b~•~p ~~ wu. ryB~ :k. m w~ ~~ - ,..o....a.D.. ~ D.»~w; l :,~i I(~~°< x ~a..ar.m o1¢vu oY(u1ud1a. 1~- v,w v%M~ ~~ r ~-w..r.amn ` w s~.sa.w....,o.. w w~w.~.vaaua. (.~~waw tia(u~.r~i. ~~~iW~Y •rUOT(oPM 'a iYPIC n, ~~ (~Y~i x41r Y~'wwy on~u I~mr~rw a ~ vl,INagrr~D ~~.m... ~ ~°:d:': xe e(uaB •v OW[ Cool CoDBWEDg, IDa LuCDwYaput<mrls~ ~DUw t ~ ! avgm~r~(pl ~.aa..(B.l /~ `y ~~~- ~~ ~~~~ To< ., .,r ~ ~ .~~. - ~. ..................~.............~..~..,.. .............a................. ~{:L~o~ • e bibGy T~lr~pWym~CBfwoalm iop (TfJ AT UNN•INill ~Y..w® •vv.c.e.B. L wa.s~w rmq O mkvy ~lmar~rrauy Bb Bl f<0. V SIWPoIHpIDa WM1 LOpINATS , ~BBIe Tu ROTTLUND HOMES OF FLORIDA, INC I LAKE CHAUTAUQUA SUBDIVISION zcvBf<coRB~cRDRIVL ~ WATER~,SEWERDETAILS CLEARWA7ER, FLORIDA 777l9•IOCb r4~a ~ B ~~ m~~ ~ E a~...,.W ~ ~ ~ ~ W rrPlxe ~ Yrm J ~rM ~~ ,~D..a ~ > r-~. ... ~ _ .... ...._.~ ~.~.,~ e f 7 ~,~,~ ' ~ :. ~ s,.. - - _ ' I fie" J~F " ti "' ~ PRIVATE \ / m.)1 \ - w~_ STREET R T \ % ~ / ^ ~. i ~ > FIRSY' "'~~® m \ \\ X 5 AVE N ,,, O O O O _ cN wnl x ._~ a - ~ ~.• ,~ w atw, ~. / ~„ ~~• / a1' ~ ~ \ ~~E b~ 1 W y,~ ~ ~1 m auw4[o T Z I n T ,F. ~ a ~ no~~r:w wu u~i (n°vi imc '.\ O e oi.lo m / + J;9 `~~, O .'.~ nw K I~mr.Tm~ ~ , a!' (u]ee, RJO .'.~ .'.` .I IL eJI'•}!xJl o .or. i auMaitiil] I j I `. ,:b''.,• 'rF . '057`- '.~iaNl~~u4~i,~. ' TT } O ~ '0 ' ~ i~`]E x vmi I] 'I II II]]Il ww..TTee 11 I ra lmj r • N m Irnl •~ ~ r'`~] ~ ~ TCIr l~+-' ^/ / ~ ~ ~ ~I n a rL000PWN uITIGTION _ _ _ --r~..- ....i ~ ~ ... ' DRAINAGE I O ~ I ~ ~.'ik.,T .,aXS ••~ )( >i % ~ FISEMEM 'C' \ ~ L ' O .. / ~ ~ ~.~ -_ _ ~ Vie'" w]"~, ~w"`°ln %>F ~~ ~ /~ I ~__- ~ ~ ti• owl eye' N)(K >~ ~ I - e n.]4 ~ ~ O ~ N~ k` O \ \ ~ '~ ~ rr. NOTES ~f( ~ ~~ ~ O O \ \ / ~`4' 1. ROOT PRUNING DP TREES TO HE PEREDRNCD nT THE TINE l~~ DE CDNSTRUCTIDN. ~ 1•~~, e u X ` O ~ e [ern ~K ~ \\ .fix. ~ ' ~ ~ ' I iL00DP.au umcAnaH - it '-~ _ ~~_ X \ ~ ~1gg ,lK O t , !C 'XH K ` >+~ I ~ )( lF X*:rR. PRIVAT ` ~ .,. ~\ ,* .ri'~~ . ,.a:..m`bv a _ ~ ~ ~ ,L ~ K .~..~ °R"1"'s`nI drr o.~"»aaraw• r ~. 'r ~ ~ LCCBNU ~ N~ ~ , lao4Pwx wmanox 5 X ~, ^ ~ ~ -' e4nm i a'eies 4aamuawt u K y. ~ f'(D~7 X ~ \ ~ n.~ i ~ ' * y m ®. ra- oar rxa "Y v®-I]' e ' ~ .y ~~ ~` I O - rY Nueowttm[t ~ ~ ~ X o . ~ T ~ ,., , , ~~;' . ~ ,' F ~ 7 2004 rs-,,:~.a~ r ~ NAawn mtE ~ ~ '~ Ip"~t~'r'~ ~ ~ ~ ~ , ,p O .__ Irk- I]~>;w~waw ~r rn s X W ' f Irr-Ir ew.E m4a j ~il~ ~ , , Q © ~ ,.1 .;.y s u .Ira- ~: 1 1 ~ 1 ~ ~. c a n.. r ' ~ ` ~ -, s .~- r m - ra ~. inI ~e~c ,t^/ amEa mrrus ne . .r i. r ' ~. N ~ ~ nn Q-Q lJ Qa 1-~, r~ Ir 9• Ir Ncwssn¢a ~ ~ . ~ .. ` ~~ -nw--n „„ - - S~ ~ a . !=y( it ®- Ir GamE eauxN mrc -- _-........~....~ . ~ ~ ..M '. Ir O- I:• c]wNCa rus I ~ - e xpx uxn. sacs I ~ ~ - Ir ®- a ywrsmst Ir®• . 140 So o So loo SCALE: 1' = 50' ~~ ~ 2 ,~G „A~ , S ~ J. ~ HEIVf1O AB80 NIAM 6, Ina ,.. ,a, (TP-1) TREE PRE6EVATION PLAN t~oe,in+s~,5~twa/a.L fiV!'k ~]~J u;,;,"""' "~ ']- ~ (,AKE C}iAUTAUGUA Gulf Coast Consulting, Inc. ~~ / pt e I,,.; o~<wlmml cemmw~ t/It/a ]/a a cel. m. ee en w m ` ~ ~fwmw,w ' 'm ILRI/a . . tpl. ¢I. M \ / s.~sl]~rwam ] w u n+n.x~Iw i~ r nAf].mo0 11/le/0] Cpl, 61. !LI 10-P C-e] ROTTLVNO HOMER nio a' w. t REVISIDxs SCOTT C ANpREASEN lA 0001658 Tui vs n SHEET 1 OF 2 SHEETS 1 OAK S 6 PB' ] S 2 GN S6iP 119 OAK Pta'tY ] G ] 170 OAK ff ]55 PNE 1T' ] - 1 ' ' ] ] PNE I O 6 PAUA T E S5 S 171 177 OAK OA S l 757 PNE 1@' R E NIA 2 K S " ] 75B PNE 1T' 1 0 PRIM TREE N/A 7 177 CRIID9 5 1 7S9 OAK '- ~.. _ ____ _ 1 __ ._._....._.__ 7 OAK SBS 1 171 OAK ff ' 250 PNE - -._.- ~- -5.._ ___.___..___- 3 MKGROUP S,e',e',S'.8'.P 1 ONY KYa un ule 170 OAK 15 ' 7 7B1 PNE 1 9 IM0110LN U' Pm MI 175 OAK P6 ] 767 PNE 10" ] 5 1 S ) OAK 1P1P ' " 6 76] pNE 11' 0 tl'1i 10' iP 1P 8' 1 ON ll 176 PWE GflOUP 6 8 TPTSTS ] 751 PNE 1 5 11 GKORWP , , , . , 1P 1 1 ' ' 5 ya tvl ][19 Y 179 PWE P ] 759 PNE 2P 1] OAN , 1 ,Q ,1P P, 9' c0mplMe 1]0 OAK 5'@' ] 199 PNE - -- II' 0 1] OAK 5'S' 1 1]t PWE 1)' ] 7W pNE IT ~- - ~ -~6- ~ ~ -- -~-- 11 GK 1/' 3 3 137 PWE 15` 3 259 PNE 10' - -~~- ] -~~--~ ~ '~---- 16 PNE GROUP 1)'7P 3 1]] PWE 11' 73B PNE 10 OAK ]D` 1N PWE 0",0' 3 IIO pNE H" ] O OAK 0"3"@' ] 1 133 PNE GgOJp 11',P,1P,T' ] T1 PNE 11' ] 15 MK 10' ] t]B OAK GRWP Y,5', S,T',8`,5",5",3". ] Tl] pNE 17' ] ' ' 5` 717 OAK 1@' / 19 CEGfl SS S 1 _ 1]T PNE ROW 3',5',6',3',0',6',3" 7 Z]1 PNE 11" ] [ 7 GK >D' 1J8 OAK 5"5".0' ] TS OA 11• 1 139 OAK @' ] ne MAPLE ~ - 17 ---- -~! ~ -- '~'--~- CEDAR It'P' 3 110 OAK GROUP S,6,S,0",7',S",e",P 7 Tl1 OAK 1T / 71 GK P 1 111 OAK 5' ] Z)6 PNE 1P ] ]5 GN Tl' { 117 GK 5' ] T/9 ROLLY S,3' ] e GK 1" 1 1d] PWE T ] 180 pNE 11" 1 9 EL 6'9' ] 11 WE 11" 7 781 PNE 16' 1 OA ~. 1 1H PNE 10' 7 757 pNE __ 17' S ~ ~. 1 115 11] PWE PWE P,11' 5' 1 ] ffi 751 PNE PNE .,_ 1P _ 11' .. _. _. ] _ .-1 ,_. _ ___.___ b ]t OAK HOLLY 1P 3'd' 7 0 115 PNE S ] T65 PNE 1P 7 32 MOLLY S D 119 PNE 3 3 156 PNE S ] _ ]3 OAK SS' ] 1'A PNE 3 3 26i PNE 3' ] N @A TREE S SS" 7 151 PWE T 3 766 PNE 15' 3 . 19 OAK GRWP 3'S'S'B'P 6' ] 153 PWE P 3 16D PNE 1 b MKOROUP , PT]"0' ] 15] PWE 1Y ] 790 PNE 1 ' 5 -~ ---~--- 77 OAK Je OAK S @ / 1 151 pNF 155 PW T 3 ] ] 791 PNE 797 PNE 1S 1/" 1 3 ]0 MK P 1 155 PINE 11' 3 793 PNE 17" 10 K 3 ] 151 PINEG OUP P,P.P 5'T 6' 6" l' ] 191 OAK B•8" e 11 OA @' ] 195 PINE , , , , P ] 799 PNE 1T 3 u GK 15' 6 159 PINE T 7 N BAY Ti[EE TT ] 150 OWE 1P,11' ] OAK 16 K B" O'TTT 1 ] 161 PWE 167 P E 5",5' P 7 10 OAK @' ] 19] PNE T' ] 1) OAK S 161 PNE T' 7 b K S ] 103 PNE 1T ] W OAK 3' A 163 pNE 11'17' ] 00 OAK BE" 1 16) PNE GRWP T 11' ] 31 GK G T' P ] tee OAK , 9' 7 6] OA 5" ] 109 PNE > T.P ' ] U GK T' ] 1 0 PNE 17 11 ' ] Q'9' ] 1 OAK 3 ' ] 50 M T ] 173 OAK 5 ' ' ] 6i OAK 5T ] 113 OAK @ ,6 3 SD W MYRRE S5' 6'P 2 1)1 OAK P ' t , 75 OAK 3 7 1]e OAK 5" ] ~~, ~ a. ~ V,. ~~~ Me1DT AA680CIATEe, Ino. TImP1 • Fart MR]v (TP"2) TREE PREE{EVATION PLAN ~,i,~ll..a.4to..N6./..5lrA Gu1CCDasl ConsWting, Inc. ~ °',""`; - ~o~`-°°' 6[A I,AKCCHAUTAUGUA I.wK m.mm,m~ Laa.,nn oa ,,,, w ~pin>s~,iwm i..: mnn1«A6 I'1201 LFN REVISIONS SEA r1 1. au M>tt-0] ROTflUNO HOMEB AKrra] 9EVQO0 SCETT E. ANOREASEN LA 6001659 r5[ w SHEET 2 OF 2 SHEETS SB WAXMYR7LE 3'S' 7 Ba C I OAK S' ] B2 E#ITIC 6] OAK 0' ] 8/ OAK @'6'e' ] e5 OAK B' ] 0a OAK 5"8' ] m onK a' { 8D OAK P1P ] eD EKOTIC )0 FA311C >t E#]TC T1 OAK @9 ] ]] E)miK 71 EIOTIC 7S OAK S ] 7B OAK SS ] n PA iRE ] )B MAPLE 71" 5 ]8 PAUO TREE ] B0 OAK 9'S ] 81 PRIM TREE ] B7 PAIM 1REE ] 8] OAK 3' S B1 OAK 17 ] BS OAK N" 1 86 OAK 9'11'17' 1 0i E)mTC BO OAK 211' S B9 OAK @'@' ] W BAY THEE S'3'T' ] 91 OAK 5'6'3',1P ] B1 PEGN 11" 1 0] CEGR 1P ] w oAK fl• ] 85 BAY TREE 3' ] 93 BAY 7flEE 5"S5" ] BT PAIM EE ] 98 PMM TREE ] 99 PALM TREE ] tBa PA TREE ] 101 EJOTK: GRWP 102 OAK S ] 1W E)911C 1M E)aTIO 1M BAY TREE 3'P ] 103 Ek)IK 107 MA[woLU m' 103 EYDTIC 1 OAK 11' ] 110 E)OPC 111 PNE 1T' ] 112 PNE 10' ] if] OAK GROUP S-0'-T 763 111 OAK GROUP - -3' 261 113 OA I@' ] 119 W K 11" J 11T PNE iS" ] IIB GK 1S" ) 177 OAK SS5' ] 170 OAK A ] 170 OAK P,]" ] 180 GK S ] 1B1 OAK ] 182 OAK S 3 18] OAK e' ] ' 161 OAK 4,5' ] 165 OAK 186 OAK GROUP S,5",5',P,S'.5',6',Y, 16] OAK 3' ] -- 160 W K S l tbp OAK P 1 190 OAK GROVP T',)'.T,@',8',S'.P.S. @' ] 191 OAK G' ] 192 OA OI[OUP a•.e'.r ] 19] onK P ] 191 OAK @' ] 195 OAK ~ 11" ] 190 PNE 10' ] 10) PNE 1P ] 198 CYPgE99 1S 5 199 PNE T' 0 1110 PNE 1T' ] _201 PNE 18' 1 A2 PNE T 7 ]O] PNE 1B ] 2T/ PNE 10' S ___ AS 700 PNE PNE 70' 1S 6 0 2W tDa PNE aN 31' P 1 D 209 E 11" ] 210 PNE 1B" ] I11 PNE 10' ] -- 312 A L 10',0' ] 713 MAP E 1",5" 6 211 CYPRE99 13' 1 715 lE 5,6" 7 710 11) MAPLE CYPR 94 7' 11" / 1 t1e 719 MAPLE PNE e' A' 4 216 PNE 9' 771 171 PNE PNE 1I' P' S ~- 77] PNE 11' 1 73+-741 I15 VDO NUMBER9 PNE II' 1 710 IIi PNE PN 11',2T ] 218 1I9 PNE PNE N' 13' 1 250 PNE 1@' 1 ]31 PNE 11' J 252 15] PNE PN 1T 1T' ] ] 751 PNE ?8" 1 NnIE: I '" ~ I .' »w. __ ___ Ate... x.. /~ o _ O o O Q ._.__... _......_ ... _ n. _._.._ - of f ' :~ ~ o ,,. a° w~~ nW mYC .-~~ O D - • M1r fi ~ •~ - NE ITm) 1 •-'•. • -• '1 •'• (J rw .~ ~ • .Nawry ~.AM -/ WP1 NGt~4-Y J( x I.m I `wll ~~IbW K ~~aRnw p •.-- t k .... ~' I [~ I , 0 1.Y t ~~ >< ~ / aKE ~RAINACE I®~ ~r EASENEM L ~ ~ ~ ~ ,~ I L ~ >f x ~ ~ ~ o \ ' ~ ~ %'K l~ ~ ni G o I a ~ i~ ~ '~° ~ O O x, x i - . ~ w i ~~ r 1. Yr --- ...........Co---r 100 ee 0 70 loe SCALE: 1' = 30' O ~'~ O ~ \ p1N~ ~ ~ ~ 13:t M16 _~ ~ ~ "-~ or x ~~~~~ c 1 4.ap 1....1 I X ~r Trees , 83 Gue2ua N INNne lee Olk 2.6' 1U=U' 6'-B' 65 GNI 6' Ct. min., male penlrtl leeea ee ehpwn 7 11Natme der plera RI pn nn am 7l BLB Gear Nnk es shmvn 6 11NSime Oeclplens Poehon Fen elm 18' BflB Geer Innk es shvm 5 llNStme decl ens f6bhon Fen Pelm ad' 86B Geer Wok as shexrl 1Jt1TESl L /ML IlKllt N111 t RAIW sYK a A <TIR L llLir ~{N4 WM ~u11pNl Dd ~ L ~~11M ~~ rR K INTKIa RaWNp a Naaops m ommad earn r Woos na nm asst. ra 131acws om¢ aaa. a awnnT, as a aus wT .m.Naa rt o opaPnl:a. ,ImrnlK ILa~nNl""N.ol ~~ mra~svnll REPLACEMENT CHART • Ip~Pn an~,~p n PaPPp~P e~e,m~t , a~l~a --- „~ ~ 1F. .~.~~-,W. .~ .. -- '----- -n-- --~-~ ~- ~ -.- ~ _y..- ~ -- -a- -- .._ ..~.- --.. -c--.. r ., -~__ _T _.Q-.___ e ~ ~ ^ P w - P _- ~. __- ~ 'b'-. _..... e_ ~ _A---.-. _.T ._..--$~_- r . -iATrT -l_ __- r T _..~..__ _..~.._..._ -...L_. Ti. _.__ . 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T.mP. • T.rl M1m (Lp-t 1 LAN08CAPF PLAN t.resatPra~ 54ookd..G 5'!r. ^ I ~ L c / ~l-Mi- wl LAFCG CHAUTAUGUA Gulf Coast Consulting, Inc. ~~~ j ( / su Ird Dueloammr ('uwdoal I/1l/N W. M. d r V y w Pr !L1 : 1O l w ~ •.x e a asa m P > AwTiLUNO NCL1Fti mnn iw s~ rte: n~°"etl°° Il / /a 0. m. tltramNP W 1 Qro lfdTT E NNINNCASEM u plplpsN r~ pP l gHEET 1 OF 2 SHEETS ~M iRMltli°TO ~ L1[tl[p I f'm° A~vcRioplafTlw iairxs ArTG usruunw. 5 LATGL Ur BwLM ~ KIGNTS ME AT IVpMPEp AT PpINI pf SUPPORT) SNDVN W PLM vmD uEAT a) rKA• vmD IRALE <IB - Y tVIR[D ip TREm Y-S• NLECx r-Y vpm STAK[ TE[ SPEC. SDR TYP[S / ]'-1' GRTN SAIILER~ ' A l PALM TREE SCALE: N.T.S. °fM-0° Y-]' WILCH \ - ia sPLmfsp) ]'-1' EMTN rINISX GRADE SHRUB RmtBALL CRpvN lp R rLUfN VIM _r fpISH mAm - V~f• _I SPEC6IED PLAMIxG ~~•,r?•1 G ANR rAw rtT Tp RENDVC AIR PDCK[li I- ~- 6• MIN pN ALL flmS .1 e z eALt pu ^1 SHRUB PLANTINQ DETAIL v SCALE: N.T.S. ~-x-~ PEKLV[ ALL iME, OR TA e- nT Ru DpuBIE fTR GALV. VIBE 9'-.' FMM ' MUL[X PAST Si (IFNLY 1 TREE STACKING DETAIL SCALE: N.T.S. a-•-~ C I CL SPEC. CDO TYPCI ]'-A• CMTM SWCER p~ 6 FINISH LRADE ~~X s~H ~1~ 6~AbSTx" , xulvc rvBSpa~ z x BaL mu MULTI-STEM TREE PLANTING DETAIL SCALE: N.T.S. ~ ~ pr--~ Gs AGGwG }I J RG Hp¢ g y D rz GLEd IVISIED sAQEx 4 urCR AKC Ni0 SUBLRADC. ra1sX fnAm IVE SUBSpII L e x RuL DIA. L sP¢IflcD Puxnxc 'I-T ~0 •RE10VE AIR PDG2Tf L xlH aN Au ams. LANDSCAPE NOTES AND SPECIFICATIONS unpx Dr Txls n^x AND s2cclnc^nuls srw.L carpRX lp ra iLXLSI s v TK TRME MD To KL PRCVUUxc pRDlruxccs MD CDD[S. TK°P LMS CmlA1KD KR[Ix SHALL SUPPVKx! ixE wITT[X fP[[IfIGT1DNi PRmR Ip rvBNI3S1IX1 pr IID. ME LM-SGPE [pNIRKIUi SHALL VISIT TK SITE AND FULLY 1KDRN HINSEV pf TK CpND1116NS Uxpllt VNICN iK wRK is ra BC KcpNnlixcD, s iDll P vAVAT Ixl x ADIxD, ivwLYlxc MO PLANIUIG pr TREES, SNRUIS.ELR-UHp[DVGSSVIKS, MD ip0 !e 1N[ SPECICT. SIBS Mp D.lAL11Y K SMVN DN TK DRAVINGS MDNR RS SPECIffEO IEREIH rURrKR, 1K VOiK SHILL N'fiVOC TK NAINTEMANCC µl LMDSCAPE MD fH0/S[[- M[AS UNlll rWµ K[CPTPNCE IY iK PRD2CI MCNIIE[i MD wHG'i RCPRESCMAIIV[. THE L^xDSCAFE CDNTRKTW S1NLL PRDVID[ A LUMP WN RID PRIM fm R fLLLY KiDINTIC. IpOX DVCRUP mKRAGE, UNpGGRtlMp IRRIGATI6V STSTEN. iX[ IRRIGTIm SYSTCM DRIGV. SPECIfICR11OVS MD A°YSSmuIIpNp1,l' 911 HmfmTQNYCA DRIK NIRp°9M, AaHDim, v~R EEEp9N PAD TD TK fIANGRps Q TK 'FLORIN IRRIWTtpN SDCI[l Y• TK lAN-SCM[ [GNTRACLpR SLCURC ANY p µL KCESSMY P[RMIIS rat 1HE V6RK. Pqlm ip CDNKKCNENi -f KS [PCRRtImi pN-SITE crPlu n TK PERxITS sNAU BL sulr rD IK Manccr Mp wKrs CWSIRIKTmN IEPRESENIAIIVE. SEC VRITf[H SP[~GTIDx2.~VLL I[ IRIXCALY LIC[xSEO AND WSYiCO. LL VdiK IN THE RILHI-6-VRY AREAS SNKL mKDI1M 1p TNC STAHpM[ iND sgcclnurmxs pr TK LmK Mp/m sTAIC wLxvAr .IURrsplcTmx. TK uxDSU2c cmTRAna swu VERVr ALL unulr IRX:RTIm+s ELECTRNG ANpVPR~DSC-) ,RELATED PAVING, 6C~VA} mf, Y TTCN AHD cExuAL ~oNTR^c1riREiNO T°gNem^RCwiiciipv6rsRS :'LCxi ix vgmrm ar UNSAi1SfACi01Y CDNDITImS PRNR TD STMT DC VpgN. STMT pC VpgN VILL IN-fCAtC A[[CPL^xCE Q CDNpITIpxS MO FULL RESPDNSIfILIIY CDR CGNPlC1ED V6RK mgGRO1xD Axp ARWE-LRpIR10 uiLL1TY LoGIIDxf PRIDR 1 AXY [XCAVRi1pN IC uxvERCg0.NO Cpxf1RUCTIDx, UTtllTl[i Q MCAS mai3~P INXEDIA°~T[LY IKmNx1K pVKR'S Cmfi~CTIpN 1N4 REPRCSCNTRTIVE, µiERNAIC ImATIDNi f0R TK PLML NATERIALIS) VIL BE SELECTED RY TN[ MCNITE[T m AGCNI, SUCH LHMCES fN LDCATIM SEE RCLAIEO CIVIL PLRHS rpR A-DIimNAI INrpRXRTIDN MB CppgpIlNTE fMDlml LRADE rD ¢ RAKED, Lwn AND rR[E of vcC-s. Roc%z AND Duals Inv TD INSIAlLR11pN Of DLL LMpi11PE mNTAACTDR D Np11fY LANDSCARL ARCNII[roD lwµplA. 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INCLUDC LIICRATIIINF TIO oVKRf° RGRCS[Hi TIVL LMDfGPC [MTN~C1mSSNµL VRICRING 6 TK LMDSCMIN6 AHp iURr MICA FINAL KmPIRNm ,©sla..~lovfAy ,~~,]~ Aytn.~/'~9i ~,7{/IR/A,Z7~ ~~APYAi Gulf CoeRL Consulting, Inc. 1 OAK fi' 8 B'8° 3 2 OAK 5'.810' 3 3 OAK 5' 3 4 OAK 5'S'5' 3 5 PALM TREE N1A 2 6 PALMIREE NIA 2 7 OAK 5'85' 4 6 OAK GROUP 6'.8',8'.5',6',5 4 Only fiyau can sse complete group B MAGNOLIA 14' S 10 OAK 19' 4 IT OAK GROUP . 12'12',10",10',10'.8', 10',10',14',9',10' B Only'd you can sort complete group 12 OAK ~ 8' 4 13 OAK 5'f' 3 14 OAK 14' 3 15 PINE GROUP 1T,24• 3 iB OAK 38' 3 1i OAK 5'8'6' 4 IB OAK 10' 3 19 CEDAR 5'5'5' 4 20 CEDAR 5'S' 3 21 OAK 30' 6 22 EXO11C 23 CEDAR 11'9' 3 24 OAK B' 4 25 OAK 2T' 4 26 OAK 12' 4 27 ELM 6'8' 3 28 OAK 20" 4 28 OAK 30' 4 30 OAK 16° 2 31 HOLLY B'8' 0 32 HOLLY ~ 5 B 33 OAK 56' 3 34 BAY TREE 5',5'5' 3 35 OAK GROUP 5'5,6'8'8',5 3 36 OAK GROUP 8',1'TB' 3 37 OAK 5' 4 38 OAK 5 4 39 OAK 8' 4 40 OAK B' 3 41 OAK 6' 3 92 OAK 15' S 43 BAY TREE T1' 3 44 OAK 3' 4 45 OAK 6'8'1°T 3 46 OAK B' 3 97 OAK 5' 4 49 OAK 5' 3 49 OAK B' 4 50 OAK 8'6' 4 51 OAK 1' 4 52 OAK 6' 3 53 OAK 5' 3 54 OAK 1' 3.. 55 OAK 8'9' 3 58 OAK 7' 3 57 OAK ~ 5'1' 3 68 WAXMYRRE 6'6',6'6' 1 58 WAX MYRTLE 6'S 2 BO EXOTIC 81 OAK 5' 3 82 EXOTC 83 OAK B' 3 64 OAK 6'8'6' 3 B5 OAK 9' 3 fifi OAK _ 5';B'- _ 3 87 OAK 8' 4 BB OAK 8'10' 3 69 EXOTIC 76 EXDnc 71 Exonc 72 OAK 8'S 3 73 ExGnc 74 EXOTC 75 OAK 5' 3 76 OAK 6'S 3 77 PALM TREE 3 78 MAPLE 21" 5 I8 PALM TREE 3 W OAK 5'S 3 81 PALM TREE 3 B2 PALM TREE 3 B3 OAK B' 5 84 OAK 12' 3 BS OAK 24' ~ 4 96 OAK 891'12° 4 BT E7(OnC BB OAH 21°21' S 69 OAK 5'8' 3 90 BAY IREE 5'Si' 3 91 OAK 5'SB',IB" 3 92 PEC4N 14' 4 83 CEDAR 14' 3 94 OAK 11' 3 95 BAYIREE B' 3 96 BAY TREE 5'5'5' 3 97 PALM TREE 3 99 PALM WIFE 3 96 PALM TREE 3 106 PALM TREE 3 101 E)tbnC GROUP 102 OAK 5' 3 103 E3tt1T1C 104 EXOTIC 105 BAY TREE 6'B' ~ 3 19s E>ronc 101 MAGNOLIA 1D' 4 10B EXAnC 109 OAK 11° 3 116 E)41nC 111 PINE 12" 3 - 112 PINE ID' 3 113 GAK GROUP 5'•8'~P 283 114 OAK GROUP 5'•B'•T•B°•9' 283 115 GAK 1S 3 11fi OAK 14' 3 117 PINE 15' 3 119 OAK 15° 3 119 OAK 9"10"12' 3 120 OAK 9" 3 121 OAK 6" 3 122 OAK 6" 3 123 gTRUS 5" 1 124 OAK 9" 3 125 OAK 15' 3 t26 OAK 6"5 ~ 3 127 OAK 16'18" 5 12B PINE GROLP 6"8"7'6"5'B"T6' 3 129 PINE 6" 3 130 OAK.. 5"B° _ ? . 3 131 PINE 1T' 3 132 PINE 14' 3 133 PINE 11" - 3 134 PINE 8",8" ! 3 135 F1PE GROUP 11",9",10",T 1. 3 136 OAKGROllP 5",5',6",T',6",5',5",6', 5" ' 3 13T PINE ROW 6",5:5",6',6'.6' S" 3 136 OAK 5"5',6` ~ - 3 139 OAK 6" ', 3 140. OAK GROUP 6",5',6",6',7",5',6",9' 3 141 OAK 5" 3 142 OAK 5" t 3 143 PINE 7" ; . 3 144 PiNE 11" I 3 145 PINE 10' f 3 146 PNE 8",11" - - 3 147 PoN= 5" 1 3 148 PIPE 6" i 3 149 PIPE 8" 3 150 PINE 8" , 3 151 PINE 7" ~ 3 152 PIPE 9" ~ 3 153 PINE 12' 3 154 PINE 7" 3 155 PINE 8" ~ 3 156 PINE 11" 3 15T PINE GROUP 9" B",8°,6' S",7",8",7" 3 156 PINE 6" 3 159 PINE 7" 3 iB0 PIPE 10',11" 3 161 PINE 5",S' 3 162 PINE 9" -. 3 163 PINE 7" 3 1&1 PINE 7" 3 165 PINE 12'- 3 166 PIPE 11"12" 3 187 PINE GROL.P 7",11" 3 108 OAK 9" - 3 169 PoPE 7",9" 3 170 PINE 14" 3 111 OAK 6" 3 172 OAK 6" 3 i73 OAK 6",S" 3 774 OAK 5" 4 175 OAK 6" 3 776 OAK 5" 3 17T OAK 5'5'5" 3 178 OAK 5' 3 119 OAK 6',7" 3 180 OAK S' 3 181 OAK 5' 3 182 OAK B' 3 183 OAK 6" 3 184 OAK 5',5' 3 1~ OAK 5' 4 186 OAK GROUP 5',5",5',5",5",5",5',S', 5",T' 6' 6" 6" 6" 5" 3 187 OAK 6' 3 1~ OAK 5' 3 189 OAK 5' 4 190 OAKGROUP T';T',T',6",6",5",9',6'. B' 3 191 OAK 5' 3 192 OAK GROUP 6',6",6' 3 193 OAK 9' 3 194 OAK 6' 3 195 OAK ii" ~ 3 1.96 PINE 10' 3 197 PINE 19' 3 196 CYPRESS 15' S 189 PINE T' 0 200 PINE 12' 3 201 PINE i6' 4 202 PINE T' 2 2~ PINE i6' 3 204 PINE 20" S 205 PINE 20" 5 206 PWE 16' 0 201 PINE 20' 4 208 PINE 6' 0 209 PINE 14" 3 210 PINE 18' 3 211 PINE 10' 3 212 MAPLE 10",6" 3 213 MAPLE 4",5' S 214 CYPRESS 16' 4 215 MAPLE 5',5' 3 218 MAPLE T' 4 217 CYPRESS 14" 4 21B MAPLE 5 4 219 PPIE 20' S 220 PINE 9' S 221 PoNE 22' S 222 PINE 9' 4 223 PINE 11" 1 224244 VOID NJMEERS 245 PBJE 22' - 4 248 PWE 12',20' 3 247 PIPE 22' 4 246 PINE 24" 5 249 PINE 16'. 4 2~ PINE 18' 4 251 PINE 14" 3 252 PINE 1T' 3 253 PINE iT' 3 254 PINE 26' 4 255 PINE iT' 3 25~ _ PINE iT' 0 257 PINE 15' 2 2S8 PUE iT' 4 259 OAK i6" 4 2fi0 Pg4E 2T 5 281 PINE 9" 4 262 PINE i6' 3 263 PINE 14" 0 264 PINE 1T' S 2% PINE 20' 4 266 PINE 22' 8 267 PINE 1T' S 2~ PINE 10' 3 269 PINE 9" 3 270 PINE 14" 3 271 PINE 74" 3 272 PINE 12' 3 273 OAK i6' 4 274 PINE 14' 3 275 OAK 24" 4 276 MAPLE 12' S 277 OAK 13" 4 278 PINE 10' 3 279 HOMY 5',5' 3 280 PINE 14" 4 269 PINE 16' 4 282 PINE 12' 5 283 PINE 10' 3 284 PINE 12' 4 2B5 PINE tO' 3 286 PINE 5' 3 287 PINE 6' 3 288 PINE 15' S 289 PINE 12' S 290 PINE 15' 5 291 PINE 15' 4 292 PINE 14" 5 293 PINE i6' - 4 291 OAK 9' 6' 5 295 PINE 12' 5 ~~ ~~' }'a~taj .~ut>seaoin8 9i Gulf Coast Consulting, Inc. Laid Lkvdopmad Conslltln6 13670le69hntN, SukA71a Q<ntie. Fieed~ 37T6A Phmc (h7)Ytl•1BIB Fc (/77J7744We r ~ iv J ~.UUtV I T, t'LVt'CIUH I~ D~ S C R i P T i 0 N'' LEGAL DESCRIPTION (L1) LOTS 1 TO 6, INCLUSIVE, BLOCK THE MAP OR PLAT THEREOF AS PlNELLAS COUNTY, FLORIDA. 42, UNIT 1, SECTION "A", CHAUTAUQUA ON THE LAKE. ACCORDING TO RECORDED IN PLAT BOOK 9, PAGE 52, OF THE PUBLIC RECORDS OF ALSO LOTS 1 TO 26, INCLUSIVE, BLOCK 40, UNIT 1. SECTION "A". CHAUTAUQUA ON THE LAKE AFORESAID. ALSO LOTS t TO 8, INCLUSIVE, BLOCK 4i, UNIT 1, SECTION "A". CHAUTAUQUA ON THE LAKE AFORESAID. ALSO VACATED PORTION OF FIRST AVENUE NORTH BETWEEN THE WEST BOUNDARY OF LAKESHORE DRIVE AND THE EAST BOUNDARY OF FIRST STREET EAST BETWEEN BLOCK 4i AND 42 OF CHAUTAUQUA ON THE LAKE AFORESAID_ ALSO VACATED PORTION OF FIRST STREET EAST BETWEEN THE NORTH BOUNDARY OF CHAUTAUQUA BOULEVARD AND THE SOUTH BOUNDARY OF FIRST AVENUE NORTH BETWEEN BLOCK 40 AND 41 OF CHAUTAUQUA ON THE LAKE AFORESAID. AND, BEGIN AT THE NORTHEAST CORNER OF LOT 6, BLOCK 42, UNIT N0. 1, SECTION "A°, CHAUTAUQUA ON THE LAKE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORO® IN PLAT 9. PAGE 52 OF THE PUBUC RECORDS OF PINELLAS COUNTY, F10R1DA, FOR A POINT OF BEGINNING; THEN RUN IN A SOUTHERLY DIRECTION ALONG THE WESTERN RIGHT-OF-WAY OF LAKE SHORE DRIVE TO A POINT WHERE SAID WESTERN RIGHT-OF-WAY LINE INTERSECTS WITH Ti-{E CENTER UNE OF CHAUTAUQUA BOULEVARD; THEN RUN IN AN EASTERLY DIRECTION ALONG A UNE THAT IS AN EASTERLY EXTENSION OF THE CENTER UNE OF SAID .CHAUTAUQUA BOULEVARD FOR A DISTANCE ~OF 380 FEET; THEN RUN IN A NORTHERLY DIRECTION ALONG A LINE THAT IS PARALLEL TO AND 380 FEET FROM THE WESTERN RIGHT-OF-WAY UNE OF LAKE SHORE DRIVE TO A POINT T}iAT INTERSECTS WITH THE EASTERLY EXTENSION OF THE NORTH BOUNDARY OF SAID LOT 6 IN BLOCK 42; THEN RUN IN A WESTERLY DIRECTION ALONG SAID EASTERLY EXTENSION OF THE NORTH BOUNDARY OF SAID LOT 6 IN BLOCK 42 FOR A DISTANCE OF 380 FEET TO THE POINT OF BEGINNING; WHICH SAID DESCRIPTION INCLUDES THAT PORTION OF VACATED LAKE SHORE DRIVE WHICH LIES BETWEEN THE EASTERLY EXTENSION OF THE NORTH BOUNDARY OF SAID LOT 6 IN BLOCK 42 AND THE EASTERLY EXTENSION OF THE CENTERLINE OF SAID CHAUTAUQUA BOULEVARD, AS VACATED BY RESOLUTION RECORDED IN O.R. BOOK 4975, PAGE 167, PUBLIC RECORDS. ALONG WITH, LOTS 1 THROUGH 13, INCLUSIVELY, BLOCK 43, TOGETHER WITH THE NORTH 1 /2 AND THE SOUTH 1/2 OF VACATED FIRST AVENUE NORTH WHICH LIES ADJACENT TO LOTS 1 THROUGH 13, INCLUSIVELY, BLOCK 43, UNIT 1, SECTION "A", CHAUTAUQUA ON THE LAKE AFORESAID. )} AND THE 1JA~ATED PORTION OF THE NORTH 1/2 OF CHAUTAUQUA BOULEVARD, LYING BETWEEN MAIN STREET AND THE WEST RIGHT-OF-WAY LINE OF WEST LAKE SHORE DRIVE OF CHAUTAUQUA ON THE LAKE AFORESAID. NOTE: A PORTION OF THE A80VE LAND LYJNG WITH UNIT 1, SECTION "A", CHAUTAUQUA ON THE LAKE HAS BEEN VACATED 6Y RESOLUTION N0. 82-65, RECORDED FEBRUARY 19, 1982 IN O.R_ BOOK 5309, PAGE 1173, PUBUC RECORDS. LEGAL DESCRIPTION (L2) A PORTION OF THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 32, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM THE NORTHWEST CORNER OF SAID SOUTHWEST 1/4, RUN 5.8935'34"E., 666.07 FEET ALONG THE NORTH UNE OF SAID SOUTHWEST t /4 TO THE CENTERLINE OF MAIN STREET; THENCE RUN 5.00'00'04"E., 6.12 FEET ALONG THE CENTERLINE OF MAIN STREET TO THE POINT OF INTERSECTION OF THE CENTERLINES OF MAIN STREET AND CHAUTAUQUA BOULEVARD; THENCE RUN S.89' 35'34"E., 30.00 FEET PARALLEL TO AND 6.12 FEET SOUTH OF THE NORTH UNE OF SAID SOUTHWEST 1/4 FOR A POINT OF BEGINNING; THENCE RUN S.89'35'34"E_, PARALLEL TO AND 6.12 FEET SOUTH OF THE NORTH UNE OF SAID SOUTHWEST 1 j4, 990 FEET, MORE OR LESS, TO THE WATER OF LAKE CHAUTAUQUA FOR POINT "A°; THENCE RETURN TO THE POINT OF BEGINNING; THENCE RUN S.00'00'04"E., 499.60 FEET ALONG THE EAST RIGHT-OF-WAY UNE OF MAIN STREET; THENCE RUN 5.89' 37'42"E., 140.00 FEET ALONG THE NORTH RIGHT-OF-WAY OF SECOND AVENUE SOUTH TO THE SOUTHWEST CORNER OF LOT 4, BLOCK 38, UNIT NO. 1 - SECTION A CHAUTAUQUA 'QN THE LAKE", AS RECORDED IN PLAT BOOK 9, PAGE 52, PUBUC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE RUN N.00'00'04"W., 10238 FEET TO THE NORTHWEST CORNER OF SAID LOT 4; THENCE RUN S.8937'10"E., 45.00 FEET TO THE NORTHEAST CORNEP. OF SAiO LOT 4; THENCE RUN S.00'00' 04"E., 13237 FEET ALONG THE EAST UNE OF SAID LOT 4 AND THE SOUTHERLY EXTENSION THEREOF TO THE CENTERLINE OF SECOND AVENUE SOUTH; THENCE RUN S.89'37'42" E_, 688.9 FEET, MORE OR LESS, TO THE WATERS OF LAKE CHAUTAUQUA; THENCE MEANDER THE WEST SHORE OF LAKE CHAUTAUQUA IN A NORTHERLY DIRECTION 541 FEET, MORE OR LESS, TO AFORESAID POINT "A"; THENCE RUN N.89'35'34"W., PARALLEL TO AND 6.t2 FEET SOUTH OF THE NORTH UNE OF SAID SOUTHWEST 1/4, 990 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. AND LOT 4, BLOCK 38, UNIT N0. 1 -SECTION A CHAUTAUQUA "ON THE LAKE", AS RECORDED IN PLAT BOOK 9_ PAGE 52. PUBUC RECORflS OF PINELLAS COUNTY. FLORIDA.