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FLS2004-05029, PLT2004-00005 , \. " 'or - ~~ u~ Planning Department \ G \ N A L 100 South Myrtle Avenue Clearwater, Flonda 337560 R Telephone 727-562-4567 Fax 727-562-4865 CASE # F'LS DATE RECEIVED RECEIVED BY (staff Initials) ATLAS PAGE # ZONING DISTRICT LAND USE CLASSIFICATION SURROUNDING USES OF ADJACENT PROPERTIES NORTH SOUTH WEST EAST o SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION o SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION Including 1} collated, 2} stapled and 3} folded sets of site plans o SUBMIT APPLICATION FEE $ 10000 .t< NOTE 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLExmLE STANDARD DEVELOPMENT APPLICATION Single Family (LDR or LMDR only) Residential Infill Project (RevIsed 11/18/03) -PLEASE TYPE OR PRINT- A APPLICANT, PROPERTY OWNER AND AGENT INFORMATION (Code Section 4-202 A) APPLICANT NAME 'B2\JeJ: 1)A~\~\..'S.or....) w/ 'Be.\..LEf\\R CAP'~L GR4U?, \a.Jc.. 1>.0. &)( 6\4 lNl>\~ Rt\~'('~ ~Ef\C.." I t=L ~~ 18; ~ l-,(, ." FAX NUMBER ~l.. (~ 3, &\t.8f'tlA ~~~Eb", ~ ?ewE\.09E. tJ\'L~~:t6 (Must IOclude ALL owners as listed on the deed - proVide onglOal slgnature(s) on page 6) MAILING ADDRESS PHONE NUMBER PROPERTY OWNER(S} AGENT NAME ~E~tEM ~4..T' ~~Q 1)~C;\G,J , <D~\ ~O"'" S-C. ~ . c:,'Z(,-C}4f42. .,. 0" toto 1\ Sr: ~T'e'(l~t!>ottc; ,-f\. ~;"o 2 -1'07 al.tl., -42.1- 1084 MAILING ADDRESS PHONE NUMBER FAX NUMBER CELL NUMBER E-MAIL ADDRESS n~D @. -lQ.""r'~~ .\-"".. CoDn'\. B PROPOSED DEVELOPMENT INFORMATION (Code Section 4-202 A) STREET ADDRESS of subject site t004 \..\.-AE. A\)w~e e ~c.." <;-C tU.t.1' , LEGAL DESCRIPTION R[EC~~V[2[J MAY 1 9 2UU4 PARCEL NUMBER u\JU'\lUU'\J~ lUJ!L~C!l/~u-{ ~ uVJEu~ r cn-v OF Clrr:ArRHW1lrl~R PARCEL SIZE 4'J CIJ,; i.f. 0,," t.' 4\ Ac..u,s (acres, square feet) PROPOSED USE(S) AND SIZE(S) 4 J..c,. ~ 'b R 4)\J6b,,)\C;IO~ (number of dwelling units, hotel rooms or square footage of nonresidential use) DESCRIPTION OF REQUEST(S) 0 . S~Uc.,<. @. 'b~'\JE ~ VA(l.,At.JO; ~ ~Jr Attach sheets and be specIfic when IdentlfYlOg the request (lOclude all requested code deViations e g reduction In required number of parking spaces, specIfic use, etc ) SST'6At..lC. of \7.0' I~Tb\ of ~?' ~~~'D~ - 'Se...L a::th~~ ~ ~,~~lD ,-- Page 1 of 6 - FleXible Standard Development Application Single Family Resldenllal Inflll ProJect- City of Clearwater ,.- - SpecIfic Requests for VIlla Cuesta Lot 1 Front Setback - 25 0' ReqUIrement to 17 l' to garage Front Setback - 250' ReqUIrement to 0 0' to pavement Front Setback - 250' ReqUIrement to 95' to pnmary structure Side Setback - 50' Requuement to 30' to pavement Lot 2 Front Setback - 250' ReqUIrement to 0 0' to pavement Front Setback - 250' ReqUIrement to 170' to fountam structure Lot 3 Front Setback - 250' ReqUirement to 20 0' to garage Front Setback - 250' ReqUIrement to 0 0' to pavement A5S6~ ~\4C MA'< HT 2-0' 1=l2..D,... 15' Lot 4 Front Setback - 25 0' ReqUIrement to 1525' to pnmary structure Front Setback - 250' ReqUirement to 8 75' to pnmary structure Front Setback - 25~ 0' ReqUirement to 220' to sWImmmg pool Front Setback - 250' ReqUirement to 0 00' to pavement ~~~ S"" J () - l..~) ) ~~ '4/ .,.-. .. 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) vt' SUBMIT A COpy OF TH E TITLE INS URANCE POLICY, DE ED TO THE P AOPEATY OR SI GN AFFI DA VIT A nESTING OWN ERSHI P (see page 6) D WRITTEN SUBMITTAL REQUIREMENTS (Code Section 3-913 A) o Provide complete responses to the SIX (6) GENERAL APPLICABILITY CRITERIA - Explaln!lm:t each cnterla IS achieved, In detail The proposed development of the land Will be In harmony With the scale, bulk, coverage, density and character of adjacent propartles In which It IS located "'\\O\~ 'Ottt\.Q'~"t \S L..olA.') ~~"" ~6\t2wt\Al. ,. \~ IN . A Rf~' 1)~1\~ M\~ uSE ~A ~ I l t\l o:r u..'" R.'E'S\1)&..I"" '- A'b ~p.tD,)'T 2 The proposed development WIll not hinder or discourage the appropnate development and use of adJacent land and bUildings or significantly Impair the value thereof T"'E Ab1Rc.eJr '\\~\b€tr>)'t,,~ ~S 'VJttWE ~ \\,.L '8( i-~~~.1Ps' 1'N'9IIO U~\TS Wlu.,. '8E 1.. floo\\L\..\OI'Ol '1>o~a.s 'P,,-O s 3 The proposed development WIll not adversely affect the health or safety or persons residing or working In the neighborhood of the proposed use ~e~\'t>v\.~t\~ Uti" 1JAFE"f\.\ \~S~ . , !AI Q 0 \,,\JEs, tJb ,,"~6~~ ~"n\ 6~ 4 Tha proposed development IS designed to minimize traffiC congesllon :fOUL \)~ ft 'Re~rt)IZW"(' t-\. I...,)\\",\" Eo ...rt' A\\. t^. \Wa "-. \\..tE> Gd:w__t\~\OW ~b 1"~~M "^"",",,,~~ ,:nAffic.. \""'PA'-T 5 The proposed development IS consIStent With the commumty character of the Immediate VICinity ot the parcel proposed tor development '-:\0\1 RES"'~'A,," l..\.w.tt.A",'\1M.. W\l..l. '8€ CL..oSE\.'1 V^A'tC.Pttb "rO ~(U h~\! CAp.) s, ~1b4 C\t 1: (!.,",-,MU. -re<<- 0 F Al>).p.c..e...'T' ~cLO'~"t. I 6 The design of the proposed development minimizes adverse effects, Including visual, acoustic and olfactory and hours of operation Impacts, on adjacent properties -r: t:. ~ .... ~, \ \ ~f: I ~" ,. u..)~l.t... ~PFOlS ~u~'t"VAAbi) ~ ftlb t'D'in:>>.ora w\'\ \1'11 t..... t ~E' ,a...~~ e. V \ SUI\. ..... ~ Sao tin \ 'M. (",.c.. ,. s 1""0 A- "b) p.c..o.tr l' 1oOH:1\. T \E; ~ QI' Provide complete responses to the seven (7) RESIDENTIAL IN FILL PROJECT CRITERIA - Explam how each cntena IS achieved, In detail The development or redevelopment ot the parcel proposed for development IS otherwISe Impractical Without deViations from the intenSity and development standards \..Ow "")::e,., '\"'\ \~ ~ \ u.... 1',..0 \' \ l>e ~ CD ~ \'I1VWt."'\ ~ t-J> e\JE\tIP,.,..e-*t ~A-tl..'bS , \~ '?toK."t\CA"- t,J It''' S",C("," SfTBAc..r! 'OOlA't1OM. Page 2 of 6 - FleXible Standard Development Application Single Family Resldentlallnflll ProJect- City of Clearwater '" 2 The development of the parcel proposed for development as a resldenllal Inflll prOject Will not matenally reduce the lair market value of abutting properties (Include the eXISting value of the Site and the proposed value 01 the site With the Improvements) ~\ttS'h.,)<i CDp.tbo /-row~t.\ouSf; ~ A.'bl~T To "\M-E ~"" ~uTt\ W\LL. \""~SE \t.:l UA~ 'bUV"1"b ~IG~ fo'\A~ \1A.U)~ SET 1=t..~ ~"\ ?M1'o1e"b ~~~ iM'''uJa 't>o u..ac.' e:'A'-"\. 3 The uses Within the resldentlallnflll project are otherWISe perrmtted In the City of Clearwater T"\.\E" US\~~ l flil"u.. ~ c.tU~lC t&'T' ~( ~..,UtolEl ~ ~SE:. 4 The uses or mix of use Within the resldenllalmflll prOject are compatible With adjacent land uses J.tll- ~ad "'-'\' 1>1\.0 fea...t\~S AU ~lbe..m.l6..\.. \,) ~~ ~ AE C.""A't 'GUi \IJ J tHE. 5 The development of the parcel proposed for development as a resldenllallnflll project Will upgrade the Immediate vICinity of the parcel proposed for development ......., ~ ...a.. 'L"'" r ~~ ~ ~ ~M€' L~I~ Ht"'\~ ttE<\b~~ r,..,'1A ~ ~ A V A:'" \Ie;. Q'f be p (114.0'}/... .04-. '$" M \Wow ~ W\M '"tb 1'1t..... .,...~\~ W\U. ~\W-..d2 \JA\"'\)E~ 0 4= ,A'blPoc.a.rr 1'1'oo"~T\ES. 6 The deSign of the proposed resldentmllnflll project creates a form and function that enhances the community character of the Immediate VIClnlly of the parcel proposed for development and the City of Cle8lwater as a whole -rUre ~ \&" fII"'b 1) nt, to) 1b..J'b '" OT" '" ~1" () F- eAc.\o\ l~ ~ \)J ''''"' ~\$oA~c.f' ~Q.tII\ a.- NJJrA ~ "PNt\nbE" a.~~ L.At't6eL \l\."IC. 'BASE' . 7 Flexibility In regard to lot Width, required setbacks, height and off-street parking are Juslifled by the benelits to community character and the Immediate vICinity of the parcel proposed for development and the City of Clearwater as a whole ser'loa.ut. VA4.l",..CCC ~ ~,.H~ "t'<1C: TO ~"'\1\D~ ~OlAt c...,,:)~"M4\,.Jt'<i? . u '^' r 6.u C'W \RF J 1)4.\ \lE: I AS tf Ui ~ ".It "" ~tt b tJ AtU",.., ~ '\)~ E' 'Ta e. 0"1" W\ E. STORMWATER PLAN SUBMITTAL REQUIREMENTS. (City of Clearwater DeSign Criteria Manual and 4-202.A.21 ) ~ L L ~ -L -L ~ rr STORMWATER PLAN including the followmg reqUirements EXisting topography extending 50 feet beyond all property lines, Proposed gradmg including finished floor elevations of all structures, All adjacent streets and mUnicipal storm systems, Proposed stormwater detention/retention area including top of bank, toe 01 slope and outlet control structure, Stormwater calculalTons for attenuatIOn and water quality, Signature of Flonda 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 City BUilding Permit) If applicable o ..tA COPY OF STATE AND COUNTY STORMWATER SYSTEM TIE-IN PERMIT APPLICATIONS, If applicable Page 3 of 6 - FleXible Standard Development Application Single Family Resldentlallnflll ProJect- City of Clearwater SUPPLEMENTAL SUBMITTAL REQUIREMENTS' (Code Section 4-202.A) F. ~ ~ SIGNED AND SEALED SURVEY (Including legal description of property) - One onglnal and 14 copies, TREE SURVEY (including eXisting trees on site and within 25' 01 the adjacent site, by species, Size (DSH 4" or greater), and location, including drip lines and Indlcaling trees to be removed) - please deSign around the eXlStmg trees, rf LOCATION MAP OF THE PROPERTY, 1ZI PARKING DEMAND STUDY In conjunction with a request to make deViations to the parking standards (Ie Reduce number of spaces) PrIOr to the submittal ot this application, the methodology 01 such study shall be approved by the Community Development Coordinator and shall be In accordance With accepted traffiC engineering prinCiples The findings 01 the study Will be used In determining whether or not deViations to the parking standards are approved, 6' GRADING PLAN, as applicable, ~ PRELIMINARY PLAT, as reqUired (Note BUilding pennlts Will not be Issued until eVidence of recording a final plat IS provided), ~ COpy OF RECORDED PLAT, as applicable, 'PM\.. f''''''~ G SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4~202 A) ~ SITE PLAN With the follOWing information {not to exceed 24" x 36"} All dimenSions, North arrow, Engineering bar scale (minimum scale one Inch equals 50 feet). and date prepared, Location map, Index sheet referenCing indiVidual sheets Included In package, Footpnnt and size of all EXISTING bUildings and structures, Footpnnt and size of all PROPOSED bUildings and structures, All reqUired setbacks, All eXisting and proposed pOints of access, All reqUired Sight tnangles, Identification 01 environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including descnptlon and location of understory, ground cover vegetation and Wildlife habitats, etc, Location of all publiC and private easements, Location of all street rights-ai-way Within and adjacent to the Site, Location of eXIsting public and pnvate utilities, Including lire hydrants, storm and sanitary sewer lines, manholes and 11ft stallons, gas and water lines, All parking spaces, dnveways, loading areas and vehicular use areas, Depiction by shading or crosshatching of all reqUired parking lot Intenor 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), Location of all landscape matenal, Location 01 all onslle and off site storm-water management faCilitieS, Location 01 all outdoor lighting fixtures, and Location of all eXisting and proposed Sidewalks d' SITE DATA TABLE for eXlSlIng, reqUired, and proposed development, In wntten/tabular form Land area IrI square feet and acres, Number 01 EXISTING dwelling units, Number of PROPOSED dwelling units, Gross floor area devoted to each use, Parkmg spaces total number, presented In tabular form With the number of reqUired spaces, Total paved area, mcludlrlg all paved parkmg spaces and dnveways, expressed m square feet and percentage of the paved vehicular area, Size and species of all landscape matenal, OffiCial records book and page numbers 01 all eXisting utility easement, BUilding and structure heights, Impermeable surface rallo (I S R ), and Floor area ratio (F A R ) for all nonreSidential uses !l"'" REDUCED SITE PLAN to scale (B Yo X 11) and color rendenng If pOSSible, 0/ FOR DEVELOPMENTS OVER ONE ACRE, proVide the follOWing addltlonallrlformatlon on site plan _ One-loot contours or spot elevations on Site, Off site elevations If reqUired to evaluate the proposed storm water management lor the parcel, All open space areas, LocatIOn of all earth or water retamlng walls and earth berms, Lot lines and bUilding lines (dimenSioned), Streets and dnves (dimenSioned). BUilding and structural setbacks (dimenSioned), Struclural overhangs, Tree Inventory, prepared by a "certified arbonst", of all trees 8" DBH or greater, reflecting Size, canopy (drrp lines) and condlllon 01 such trees Page 4 01 6 - FleXible Standard Development Application Smgle Family Resldenllallnlill ProJect- City of Clearwater H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS. (Section 4-1102.A) o lANDSCAPE PLAN All eXJSllng and proposed structures, Names of abutting streets, Drainage and retention areas including swales, side slopes and bottom elevations, Delineation and dimenSions of all required penmeter landscape buffers, Sight vIsibility tnangles, Delineation and dimenSions of all parking areas Including landscaping Islands and curbing, Proposed and required parl<lng spaces, EXisting trees on.slte and Immediately adjacent to the Site, by species, size and localions, including dnpllne (as indicated on reqUired tree survey), Plant schedule WIth a key (symbol or label) indicating the Size, descnplion, speCifications and quanlitles 01 all eXisting and proposed landscape matenals, including botanical and common names, locatIOn, Size, and quantities of all eXisting and proposed landscape matenals, indicated by a key relating to the plant schedule, Typical planting details for trees, palms, shrubs and ground cover plants Including Instructions, SOil mixes, backfilling, mulching and protective measures, Interior landscaping areas hatched and/or shaded and labeled and Intenor landscape coverage, expressing In both square feet and percentage covered, Conditions of a prevIous development approval (e g conditions Imposed by the Community Development Board), I mg a 110 n notes o REDUCED LANDSCAPE PLAN to scale (8 Y:z X 11) (color rendenng If pOSSible), o IRRIGATION PLAN (reqUired for level two and three approval), o COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable 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 Dlstncts) or as part of a ComprehenSive Inflll Redevelopment PrOject or a Resldentlallnllll Project Ji' BUILDING ELEVATION DRAWINGS - all Sides of all bUildings Including height dimenSions, colors and matenals, o RE DUCED BUI LDI NG ELEVATIONS - four Sides of bUilding WIth colors and matenals to scale (8 'h X 11) (black and white and color rendering, If pOSSible) as reqUired J. SIGNAGE (DiVISion 19. SIGNS I Section 3-1806) tJ/~ o All EXISTING freestanding and attached Signs. ProVide photographs and dimenSions (area, height, etc) Indicate whether they Will be removed or to remain o All PROPOSED freestanding and attached signs, PrOVide details Including localion, Size, height, colors, matenals and draWIng, freestanding signs shall Include the street address (numerals) o ComprehenSive Sign Program application, as applicable (separate application and tee reqUired) o Reduced slgnage proposal (8 'h X 11) (color), If submitting ComprehenSive Sign Program application K TRAFFIC IMPACT STUDY (Section 4-202.A 13 and 4-801 C) o Include as reqUired If proposed development Will degrade the acceptable level of selVlce for any roadway as adopted In the ComprehenSive Plan Tnp generation shall be based on the most recent edition of the Institute of Transportation Engineer's Tnp 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 authonze City representatives to ViSIt and phot ~raph the property descnbed In thiS yppilC n STATE OF FLORIDA, COUNTY OF PINELLAS JrI Sworn to and subscnbed before me thiS 7 111 day of H-4'f AD 20!2.!:L to me and/or by N€/II~Y )hll.er , who IS ~rsonallv known has produced as dent If I n FANICK MY COMMISSION It DO 0003116 EXPIRES Apnl15, 2005 Bona,," Thm ~tary PubliC Unllerwnu". Page 5 of 6 - FleXible Standard Development Application Single Family Resldentlallnhll ProJect- City of Clearwater ORIGINAL AFFIDAVIT TO AUTHORIZE AGENT: 13 A R.~}A 1.vT: BB ~,i=")..ll>JG> '1 "'"'j)l<<l)'J:' 1 "fiE L, MILA 1.':l.O {Names 01 all property owners on deed - please PRINT lull names) That {I amlwe are} the owner(s) and record title halder(s) of the folloWing descnbed property (address or generallocabon) (,., 04 L'ME': AuEWve [l_LeA (U...J~ \Eft. ~tt.. \ h A 2 That thiS property constltules the property lor wtuch a request for a (descrlbe request) S\ iE PLA,u ~[?t..>'b~T ",~\"}l> i:>EV€llliPAl~T 3 That the undersigned {haslhave) appointed and (doesJdo) appoint \-\ IC.MC ~ \\ ~""\ c~ \\~o ~E.'S. ~ G.N as (hlsltl1elr) agent(s) to execute any petl!lollS or other documents necessary 10 affect such pellbon, 4 That thiS affidaVit has been executed to Induce the Dty of Clearwater Florlcla to consider and act on the above deSCribed property, 5 That site VISits tothe pl'operty are necessary by City representatIVes m order to process tl1ls apphcatlon and the owner authorizes City representattves 10 ViSit and photograph the property descnbed In thiS applsc Property Owner 6 That (1!we), the undersigned aUlhonty, hereby cerbfy that the loregom IS true Properly Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS B ore me the underslgnrJ an officer duly comrrusSloned by ths laws of th.e ~ta1e of Ronda, on thIS , ;(00 '::L personally appeared i?~ /<E}JPe:.o~ aposes and says that he/@lIlYUnderstandsthecontentsOftheaffldaVltthathe/She/Slgn:p ... ~I~'!"J, Patrk'a: Riles Dussnlf - ~ ~~..::r'{t}~4 ~ 1~~It' ~<~-::;C,::lC..':SIOl"" Df;2'i4590 My Co E ~a,.~" ...:;:;. :J!...flJ \'..:.n I~~ 2007 mmlSSlon xplres "':9;'"<- ;:;.'~ , den ,-^ ~_ ~?.t"""'''''&;$ L~ J._ J...:...h."~~#l-Y 'I;IOF F'\\\~ '1oSw-3Sl..'-,dil day of who haVing been IIrst duly swom /SiT ~,~~ Notary PublIc 5 \Planning DepallmenltAppJ!r;a/lon F=ldeveTopment appllC8r'on 2003 croc Page 6 of 6 - FleXible Standard Devalopment Application Srngle Family Resu:lentJallnfill ProJect- City of Cfean-vater ~'d toBOT-~2to-99B-l l-..JeH h..JuaH "'60:11 VO 92 hew C L W CoverS heet PAl D " :;0. ~o/~~/6t/q(;;) . ~ ~ FLS2004-05029& 604 LIME AVE Date Received: 05/19/2004 VILLA CUESTA ZONING DISTRICT: LMDR LAND USE: RM ATLAS PAGE: 295A PLANNER OF RECORD: NOT ENTERED bl31'dMCiV31~:ilO All::> l.N31ru!~Vd3a ~NiN~~d ~nn7 61 AVW a3^~3]Q)3J~ i'; I FLT200 t{- CITY OF CLEA\tYw ATER OOCOS APPLICATION FOR PLAT APPROVAL PLANNING & DEVELOPMENT SERVICES ADMINISTRATION MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE A VENUE, 2"" FLOOR PHONE (727)-562-4567 FAX (727) 562-4576 PROPERTY OWNER'S NAME ~~~QA. ~J \(eNN€Ci'l' J:. \Jc,vpwf'f:" L M'LAL")i'-, S~ D~~clL.. tJrt. () elL t=: A.~(t l t: L ADDRESS PHONE NUMBER FAX NUMBER APPLICANT'S NAME ADDRESS PHONE NUMBER FAX NUMBER AGENT NAME \S<tV(E ~o...'" 'EI.... So rV , ADDRESS o 0 ~Q'" "i""lLI \/"1 P \.AN Qoc 11-,> '\\ '2 ....c. LI PHONE NUMBER l1...,- ~'l...O - ~(p~'-t FAX NUMBER \1.\- Y'I- t5~~ I, the undersigned, acknowledge that all representatIOns made In thIS applicatIOn are true and accurate to the best of my knowledge .--........ ,..- STATE OF FLORIDA, COUNTY OF PINE),tAS sw~to and subscnbed before me thiS J:i day of aJJ.L ,A 0, tlJ...mo me and/or by >h1te- DOnJd::cn ~hO IS personally known to me or has produced ~ as Idi~~fl~a,tlo~ . '(), J L- 1 /J lJJJ~(llJf1rm~ Notary PubliC my commiSSion expires ~;. MY COMMISSION' DD 130307 : ~ EXPIRES July 1, 2006 . ,.fl\' -.l 6Or\deIlThru Nalary f'ubic l/n<!elVonWS / ,,...... of owner or representative For Level 1 approvals, thirteen (13) copies of the prellmmary plat must be subml For Level 2 approvals, eighteen (18) copies of the preliminary plat must be subm The prellmmary plat shall be prepared by a surveyor, architect, landscape arehlteet5~r engineer drawn to a scale not smaller than 1 100 and me I u de the followi ng IOfonnation: - NORTH ARROW, SCALE AND DATE, lVN1SIHO 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 US SURVEY SECTION, TOWNSHIP AND RANG&-L1NES, ~~"J) If-=; I~ F n \\ 1l"1' n EXISTING AND PROPOSED RIGHTS-OF-WAY AND EASEMENTS, ~~ ~b U 1)./ ~D PROPOSED STREET NAMES, MAY 1 9 2UU4 NAMES, APPROPRIATELY POSITIONED, OF ADJOINING PLATS, APPROXIMATE (TO THE NEAREST FOOT) DIMENSIONS AND AREA OF THE FOLLOWING The overall plat and each lot, Streets nghts-of-way, including radii of cul-de-sacs, Common open space or other land 10 be dedicated for a public purpose If any Page I PLA~N!NG C:::2~;{rM~!\!1 errV' OF CU:fi,~~llJ\!ArER ~ ~- CITY OF CLEARW A TER PLANNING & DEVELOPMENT SERVICES MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE A VENUE, 20d FLOOR PHONE (727)-562-4567 FAX (727) 562-4576 INFORMATION REQUIRED FOR SUBl\1ITTAL OF FINAL PLAT APPLICATION The final plat shall be suitable for recording at the office of the clerk of the circuit court. It shall be prepared and sealed buy a land surveyor registered by the state and shall conform with the requirements of Florida Statute, Chapter 177, and the requirements of this subsection. It shall be drawn at a scale of one inch equals 50 feet or other scale determined appropriate by the city engineer. The overall sheet size of the plat shall be consistent with the standards established by the clerk of the circuit court for recording. Each sheet shall be provided with a one-inch margin on each of three sides and a three-inch margin on the left side of the plat for binding purposes. Eighteen (18) copies of the Final Plat must be submitted. All FINAL PLATS MUST CONTAIN THE FOLLOWING INFORMATION: NAME OF PLAT, LOCATION OF THE PLAT BY US SURVEY SYSTEM AND POLITICAL SUBDIVISION, INCLUDING SECTION, TOWNSHIP, RANGE, COUNTY AND STATE, NAMES OF EXISTING STREETS ABUTTING RO GIVING ACCESS TO THE PROPOSED PLAT, ALL PLAT BOUNDARIES BASED ON AN ACCURATE TRANSVERSE, WITH ALL ANGULAR AND LINEAR DIMENSIONS SHOWN ERROR OF ENCLOSURE OF SUCH BOUNDARY SURVEY SHALL NOT EXCEED ONE FOOT FOR EACH )0,000 FEE~ OF PERIMETER SURVEY, ALL BLOCKS, LOTS, STREETS, CROSSWALKS, EASEMENTS AND WATERWAYS, WITHIN AND ADJACENT TO THE PLAT, ALL OF WHICH SHALL HAVE ALL ANGULAR AND LINEAR DIMENSIONS GIVEN AND ALL RADII, INTERNAL ANGLES, BEARINGS, POINTS OF CURVATURE, TANGENTS AND LENGTHS OF ALL CURVES, SO THAT NO DIMENSIONS OR DATA ARE MISSING WHICH ARE REQUIRED FOR THE FUTURE LOCATION OF ANY OF THE CORNERS OR BOUNDARIES OF BLOCKS, LOTS OR STREETS, AS LISTED ABOVE WHEN ANY LOT OR PORTION OF THE PLAT IS BOUNDED BY AN IRREGULAR LINE, THE MAJOR PORTION OF THAT LOT OR PLAT SHALL BE ENCLOSED BY A WITNESS LINE SHOWING COMPLETE DATA, WITH DISTANCES ALONG SUCH LINES Ex6tull SfJ>j1'Uf1€ ENCLOSURE TO THE IRREGULAR BOUNDARY SHOWN WITH AS MUCH CERTAINrU.IJt..~lJEVEfMINED OR AS "MORE OR LESS", IF VARIABLE ALL DIMENSIONS SHALL BE GIVEN TO THE NEAf1EST HUNDREDTH OF A FOOT TRUE ANGLES AND DISTANCES SHALL BE DRAWN TO THE NEAREST ESTABLISHED OFFICIAL MONUMENTS, NOT LESS THAN THREE OF WHICH SHALL BE ACCURATELY DESCRIBED ON THE PLAT THE INTENDED USE OF ALL EASEMENTS SHALL BE CLEARLY STATED CURVILINEAR LOTS SHALL SHOW ARC DISTANCES, AND RADII, CHORD, AND CHORD BEARING RADIAL LINES SHALL BE SO DESIGNATED OIRECTION OF NONRADIAL LINES SHALL BE INDICATED, SUFFICIENT ANGLES AND BEARINGS SHALL IDENTIFY THE OIRECTION OF ALL LINES AND SHALL BE SHOWN TO THE NEAREST SECOND, ALL RIGHT-OF-WAY CENTERLlNES SHALL BE SHOWN WITH DISTANCES, ANGLES, BEARINGS OR AZIMUTH, POINTS OF CURVATURE, POINTS OF TANGENCY, POINTS OF REVERSE CURVATURE, POINTS OF COMPOUND Page 2 C L W CoverSheel PAl D CK.ND. IlffP vr/ OAt; ~ 2): q/ IJrJ 1::0/ PL T2004-00005 604 LIME AVE Date Received: 05/19/2004 VILLA CUESTA ZONING DISTRICT: LMDR LAND USE: RM ATLAS PAGE: 295A PLANNER OF RECORD: NOT ENTERED ~~CE~VfE[J MAY 1 9 iUU4 PLANNING DEBt\RTMcNT C~lV OF ClEA~WA1[ER . CITY OF CLEARWA1~~ AFFIDAVIT TO AUTHORIZE AGENT PLANNING & DEVELOPMENT SERVICES ADMINISTRA nON MUNICIPAL SERVICES BUILDING, 100 SOUlH MYRTLE AVENUE, 200 FLOOR PHONE (727) -562-4 567 FAX. (727) 562-4576 .-' (Name of all property ownen>) That (I am/we are) the owner(s) and record title holder(s) of the following '" (' _ \ '<-""'- f' I... / '" {-.,d' (Address or General Locabon) r-:.L 2 That this property constitutes the property for which a request for a ~(.i ,;.e..$)'$tr'\ <" f"..-\- Ol?~ -V- (Nature of request) 3 That the undersigned (has/have) appointed and (does/do) apPoint \\t-!\.~~ \\~ \J'y \\ ""\ (j ~\')^ as (hlsllhe,r) agent(s) to el<ecute any petitions or other documents necessary 10 affect such petition, 4 That thIs affidavit has been executed to Induce the City of Cleatv.'ater, Flonda to consider and act on the above descnbed property, 5, Property Owner STATE OF FLORIDA, COUNTY OF PINElLAS ,...,Before me the ~ned, an officer duly commissioned by the Jaws of the Slate of Flonda, on thiS J L-( day of ~~ , personally appeared ~ t::~~ who haVing been first duly sworn deposes and says that he/she fully un:'el<'tands t~e contents of the affidaVit that he/she signed F~~Wf'", PatriciaReesDus~crnlf ~ elL. B ~~rA~"~commJ.>~lon # DDl44S90 - =~ J~E Explro Aug 25, 2007 Notary Public My Commission Expires ;',,:,1' fti.-~ Aaron Notary "",,9,~,r,->~~ 1-800-3SQ..S161 S apphca b on forms/de~e I opment revlewl AlII d aVltto Auth ooze Agen I .DC.Ll-t:..H~1"< J:O<UKl:.t<'b.ll l.Hl..;.. 8 1 34 6 1 1.5 35 P.02 LETTER OF A UTfJORIZA TIOtoi DESrGNATING REPRESENTATION FOR. 51 \TE Of fLORID,<\, COUNTY OF P1l1elbs Before me tlus da.y personallY p.ppeare:d _ __..Barbara Kenl1edy~_ who, be Lng duly SWOl n, hereby prada lms that he/she IS the owner/deve\op~r OJ ~__ 604 Lime Avenu,:.t..-.Dea~er. Fl. and d~le~ here by aut honze _ ____ JS ~y_~~_ _.~~~..J. t;; L~O N. to act on hIs/her behalf as theIr agent with regard to the processing of slud ';tIL' RlEC\E~VrE[) MAY 19 2004 PLANN~NG DEPARTMENT CITY OF CLEARWATER Barbara Kennedy development ---....-......-.......-""-'-... -...... ---.......... ,,_. -- ~5~ _ QY~Fb~ook_ 1.?:ri ,-:,e Belleair. FL ._-~ --~- --- -_.~. ._'^~- --~ Name And Address of UWl1l.'rlDcwlup("f The foregOIng mstrument was IH..knQwledged before methi~ ?_LJ__ _~day ot ~ 2U04, by ~"::/y>v<:...,Xa-tt.,,, 1fL_,:e~_-, who is(J5'ersonallyTnown hyJQ) or 11113 rr,ldu('I'U as Identification and who dld/dld not take an oath -- .------ ----- -~-- NOTARY PUBLIC, \\ JL. ~ )l~n ~__~~. . _':'-- ------- - --~. Pnol ~-12-.A-r1L..!-~'k g~~A~~(t--~-- Tnle or RaJ1k r-_.-I __ _ ....__... __ -~- --r - ~ -- ~--- ,"~~~I'I" Palticia: Raa~ Du:m:ult $~'n~,<9~~ Comr.',SSlOn Ii- DDZ'At::9Q :-'<l'&'~,:::........ 'r1.,> ;0-' "':: EJ:pues A:.g, 25, 2007 .......\ ::::... 'l>:'t-.;..'1S::......~ l.aronNOtary """r,~.~'\' 1-8Ol).35o.~161 $ewd Number, If Rny _~,_________ ___ u ~ --__ ------ \1v COlnlTHSSIOO Expires u;---<__ _______ -~ ------ ~ fJv1 ~(JJt;V i ~ ~ , , - - - - ,\ - - - . - - . - . - , . - - - - - - - _ ;;.;h::I ~ - .. ~.. ~ ~ ... ., WI' " .- --........---------------------- Prepared by & Return to /! Gary M r ernal d Esq Ulre SOl S Ft Hamson Avenue Legal Art.s Bldg, Suite One Clearwater, FL 33756 (727)441.2290 C40313'70 07-22-2003 17:26:32 51 DED-ldEBB/MILAZZOIKENNEDY 3010 - 0??oo106 Ift:03302140 W:12918 SPG:2668 EPG:266 RECORDING 002 PAGES 1 $10.~ DOC STAMP - DR219 3 $.? EBl ,c , D,' r'r,-. J& I t"lVt':~ ACCT Q0- p,-r LQ,(;{T Dq~l\') _ -f1:J-- f),} __ - H~~ ~-~~-- r-~ r-~ ;~~r~ - ~-- ;,.,)/3J ---..~-~...... f~,L,~ -~ ~-- 1? ---~ l{:r.~~: iiiii~~ - Ci\ 'l/1,' _~- r:HG ,.HT lL215- THIS INDENTURE, made this 18 day of July , A.D , 2003, by and between KERNAN H. WEBB, as the duly qualified and acting Personal Representative of -2003 5 27p!1 03-302140 JLYsi212918 PG 2668 PINE L L\\lW\ Uallllll 111\\ nllllllll \\\\\ \11\1 lllllll\ TOTAl: ~rmJNT: BY ~DEPUTY IlERK $11.2 $11. 2 PERSONAL REPRESENTATIVE'S DEED the Estate of MARY P. WEBB, deceased, party of the first part, and BARBARA WEBB KENNEDY, single woman, and PENELOPE L. MILAZZO, a married woman, parties of the second part, as tenants In common, whose post office addresses are 553 Overbrook, Belleair, FL 33756 and Box 1233 Vista Rio Bonito, Alto, NM 88312, respectively WITNESSETH WHEREAS, MARY P. WEBB, died a resident OfWPt.5[G!5~~.fV.~~ld~, on January 2, 2002, and thereafter her Will dated November 18, WlP1 ~a~~~IY admitted ... to Probate in the Circuit Court for Pinellas County, Probate Division, being Probate Number 02-1491-ES3, and KERNAN H. WEBB, party of ti?~-4i~tjh~~,~~~~m~,~ltters errv OF CU;Jw~WAD \en of Administration as Personal Representative of the Estate of said decedent on March 13, 2002 by said Court: and WHEREAS, by law, probate of the Estate of said decedent is now pending In the CirCUit Court for Pinellas County, Florida, and the party of the first part continues to be and still is the duly acting Personal Representative under the said Will of decedent. NOW THEREFORE, in consideration of the premises, and of the receipt of the sum of $10.00 and other good and valuable consideration by the party of the first part from the parties of the second part, the party of the first part individually and as Personal Representative of the Estate of MARY P. WEBB, deceased, does hereby grant, convey, release and assign to BARBARA WEBB KENNEDY and PENELOPE L. MilAZZO, the parties of the second part, their heirs, successors and assigns, the follOWing described real property located in Pinellas County, Florida, to wit: 604 Lime Avenue Clearwater, FL 33756 k. T. Markley Sub. unnumbel'aci LvI &nd Submerged Land No 130989 as recorded in O.R. Book 3289, Page 112. of the Public Records of PineJlas County, Florida. Parcel 1.0. #16-29-15-55315-000-0010 TOGETHER with all and singular the tenements, hereditaments and appurtenances thereunto belonging to or in any way appertaining. TO HAVE AND TO HOLD the same unto the said parties of the second part and to their heirs, successors and assigns, in fee simple, forever. .., ... LRS COUNTY FLR PINEL 12918 PG 2669 OFF REC 8K The said party of the first part does hereby covenant to and with the said parties of the second part. their heirs, successors and assigns, that in all things preliminary to and in and about this conveyance, the powers contained in the Last Will and Testament of said decedent and the laws of the State of Florida have been followed and complied with in all respects. IN WITNESS WHEREOF, the undersigned as personal representative of the estate of said decedent, has executed this instrument under seal on the date Moresaid. Signed, seal and delivered i~presenc~ ~t:~ Carleton L. Welderreyer Print Name ~;1 ~ro~J1-& Print Name ESTATE OF MARY P. WEBB. Decea ed STATE OF FLORIDA COUNTY OF PINELLAS I HEREBY CERTIFY that the foregoing instrument was acknowledged before me the undersigned authority, by KERNAN H. WEBB, as Personal Representative of the Estate of MARY P. WEBB. deceased, who, being well known to me or who has exhIbited n/a as identification to be the person described in and who executed the foregomg Personal Representative's Deed for the purposes therein expressed. IN WITNESS WHEREOF, I have hereunto set my hand and official seal this 18th day of July . 2003 Notary Sea. ~"""'~ CHERYL J RICE ~ V G MY COMMISSION" DD 210659 "~Orl\I>'" EXPIRES July ,4 2007 1 -aoo-:>-NOT ARY Fe NmaIy DtsWU1"II Assoc Co c~. Notary bli Olery 1 J. Rice Printed Name of Notary ~ TlIle to the lands descnbed herem has no! been exammed and no warranty or other representahon tS made and no opmlOn (e,ther ."press or unphed) IS gIven as to the markelaMn)' or condmon of the utle to the subject property, the quality oflands !Deluded therem, the locauon of the ooundanes thereof, or the ."..Ience of taxes, unpaId taxes or enC1\mhrances ",'1'11"", tt~~aFr/f(A'" ..{~ l?~,.J.'I~';-rt'7x~ ~:::::,., I ~~~.f;C-':.. ~Q:~'-..\ i/ -".~ ~ ~ ,'-~~~ ._'" .... -. -= ..,..."" ..c;., ~ === f::), ..P~.~ ~Il ... ~~ --===- . ..~ ~~ .' ",'" ~ ~#~#II""~~t\ ............,~TE~1_.'tt -'7'" CITY OF CLEARWATER Lo'\JG RANGr PlANNING DFVFI OPME!\ T REvIEW October 6, 2004 PLANNING DEPARTMENT POST OFFICE Box 4748, CLEAR~ATFR, FLORIDA 33758-4748 MUNICIPAL SERVlCIcS BUILDING, 100 SOUTH MYRll F AVFNlJF, CLEARWATER, FLORIDA 33756 TFLEP!IONE (]27) 562-4567 FAX (727) 562-4576 Mr Henry Hart H30 DesIgn 6341 20th Street North St Petersburg, FL 33702-7107 ~ RE Development Order regardmg case FLS2004-05029/ PLT2004-00005 at 604 LIme Avenue Dear Mr Hart This letter constItutes a Development Order pursuant to SectlOn 4-202 E of the Commumty Development Code On July 8, 2004, the Development RevIew CommIttee (DRC) revIewed your applicatIOn for FlexIble Standard Development approval and Plat approval to create four new residential lots and Flexible Standard approval to reduce the setbacks, under the provIsIOns of SectIOn 2-203 C and an mcrease m the heIght of an accessory structure from 15 feet to 20 feet, under the proVIsIOns of SectIOn 3-201 8 The request mcludes Lot 1 Front (south) Setback - 250' ReqUIrement to 0 0' to pavement Front (south) Setback - 250' ReqUIrement to 9 5' to pnmary structure Front (east) Setback - 25 0' ReqUIrement to 17 l' to garage Side (north) Setback - 50' ReqUIrement to 30' to pavement Increase III heIght of an accessory structure from 15 feet to 20 feet Lot 2 Front (east) Setback - 250' ReqUIrement to 0 0' to pavement Front (east) Setback - 25 0' ReqUirement to 17 0' to fountam structure Lot 3 Front (east) Setback - 25 0' ReqUIrement to 00' to pavement Front (east) Setback - 25 0' ReqUIrement to 20 0' to garage Increase III heIght of an accessory structure from 15 feet to 20 feet Lot 4 Front (north) Setback - 25 0' ReqUIrement to 0 00' to pavement Front (north) Setback - 25 0' ReqUIrement to 8 75' to pnmary structure Front (east) Setback - 25 0' RequIrement to 15 25' to pnmary structure Front (west) Setback - 250' ReqUIrement to 220' to sWImmmg pool BRIAN J AUN(.q, MAHlR (OMMI""I01\1 R HO\l HAIl I I 101\, Vln /<.1A\'OR-CO.lt.\IlSSIONrB WIHl1\LI GRAY, CO\I\Il~',IOl\rR ~BAIIK HmIJABI), CbMM1~~101c1 R * BII [JON"01c. CO~I,\II~SIOl\1 R 'T(~LJAI [MPIOV,\11 N 1 AND Al I IRMA1IVI An ION C\IPIOn [\" October 6, 2004 Mr Hart - Page Two The DRC recommended approval of the apphcatIon wIth the followmg bases and conditIons Bases for Approval I The proposal comphes Wlth ResIdentIal Intill CrItena under the provISIOns of SectIOn 2-203 C, 2 The plan complies wIth General ApphcabIlIty Cntena under the provlSlons of SectlOn 3-913, and 3 The proposed development IS compatIble wIth the surroundmg area ConditIOns for Approval I That Fmal plat applIcation and plat be submItted to the Engmeenng Department Plat must be approved by CIty Counctl pnor to recordmg WIth Pmellas County 2 That Fmal plat IS recorded With Pmellas County pnor to the Issuance of a bUlldmg permIt 3 That pnor to Issuance of a bUlldmg permit, plans will mdlcate how entrance gates wIll be operated 1 e gate console, 4 That all Fire Department Code reqUIrements be met pnor to the Issuance of any permIts, and 5 That all Engmeenng Department Code reqUIrements be met pnor to the Issuance of any permIts I concur WIth the findmgs of the Development ReVIew Committee and, through thIS letter, approve your applIcatIOn for FleXible Standard Development WIth the above five conditions The approval IS based on and must adhere to the site plan and applIcatIon received November 19,2003 and the reVIsed SIte plan dated September 9, 2004 Pursuant to SectIOn 4-303, an apphcatlOn for a bUlldmg pennlt shall be made Wlthm one year of FleXIble Standard Development approval (October 5, 2005) All reqUIred certificates of occupancy shall be obtamed wIthm one year of the date of Issuance of the bUlldmg pemnt Time frames do not change With successive owners. The Issuance of thIS Development Order does not relIeve you of the necessity to obtam any bUlldmg pemnts 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 bnng a copy of thiS letter With you when applymg for any permIts or lIcenses that reqUIre thIS pnor development approval Pursuant to SectIOn 4-502 A, an appeal may be ImtIated wrthm seven days ofthe date the Development Order IS Issued by an applIcant or property owners wlthm the reqUIred notIce area and who presented competent substantIal eVidence m the Level One review A copy of the Development Order IS bemg sent to those surroundmg property owners who presented competent substantial eVIdence m the Level One reView The filmg of an applIcatIOn/notIce of appeal shall stay the effect of the deCISIon pendmg the final determmatlon of the case The appeal penod for your case WIll expIre on October 4, 2004, (seven days from date of Development Order) If you have any questIons, please do not heSitate to call John Schodtler, Planner I, at 727-562-4604 You can access zomng for parcels wlthm the City through our webslte Vvww myclearwater com * Make Us Your Favonte' ~ Cynili1rr~~ Plannmg DIrector S lPlannlng DepartmenllC D BISlundanl Flexl/nactlve or FinIshed Casesl ApprovedlLlme 604 Development Order doc ~UIJUIT<TDDi ~ U~l\\~LOF rlie:t'4- ~,~ ~,,";E~~...p7X;.. \y..........',. ~#~r~- ~~...\L ~ <>~ tl --~'.:c-~_~ ~ ~ "'~. ==_ - <It'll, ..~;, ~ ,~.. '" -....?~ -==- ~ ~ "'YLf~- " ~~\ ":. ~JA"""'.rJ""~~~\' --__~TE~,.II' iI7J11'~ CITY OF CLEARWATER PLANNING DEPARTMENT Posr OFFICE Box 4748, CLl:ARWATER, FlORIDA 33758-4748 MUNICIPAl SERVJC~ BUILDING, 100 SOUTH MYRIH AVFNUE, CLEARWATrR, FLORlDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 tONG RA,'<IGE PlANNING DEVILOPMENT REviEW October 6, 2004 Mr Henry Hart H30 DeSIgn 6341 20th Street North St Petersburg, FL 33702-7107 RE Development Order regardmg case FLS2004-05029/ PLT2004-Q0005 at 604 LIme Avenue Dear Mr Hart TIns letter constitutes a Development Order pursuant to SectIOn 4-202 E of the Community Development Code On July 8, 2004, the Development ReVIew CommIttee (DRC) reVIewed your apphcatIOn for FleXIble Standard Development approval and Plat approval to create four new resIdenballots and FleXIble Standard approval to reduce the setbacks, under the prOVISIOns of SectIOn 2-203.C and an mcrease m the heIght of an accessory structure from 15 feet to 20 feet, under the provlSlons of SectIOn 3 ~ 201 8 The request mcl udes Lot 1 Front (south) Setback - 250' ReqUIrement to 0 0' to pavement Front (south) Setback - 250' ReqUIrement to 9 5' to pnmary structure Front (east) Setback - 25 0' ReqUirement to 17 l' to garage SIde (north) Setback - 50' ReqUIrement to 30' to pavement Increase m heIght of an accessory structure from 15 feet to 20 feet Lot 2 Front (east) Setback - 25 0' ReqUIrement to 00' to pavement Front (east) Setback - 250' ReqUIrement to 170' to fountam structure Lot 3 Front (east) Setback - 250' ReqUIrement to 0 0' to pavement Front (east) Setback - 25 0' ReqUIrement to 20 0' to garage Increase III heIght of an accessory structure from 15 feet to 20 feet Lot 4' Front (north) Setback - 250' ReqUIrement to 000' to pavement Front (north) Setback - 250' ReqUIrement to 8 75' to pnmary structure Front (east) Setback - 25 0' ReqUirement to 15 25' to pnmary structure Front (west) Setback - 250' ReqUIrement to 220' to swunmmg pool BmANJ AUNGST, MA\OH COMMI~SION[R ! 10YT HA\llIl ON, VIC! l\1,\)OR COMMI~~lONI J{ WHIl NrY GIUW, COMMIS~IONrR rI\AN~ HlllIJARD, COMMI<;SION[J{ * !31] I JONSON, CO'\\,\lIo~IOMI\ "EQUAl EMI'l OYMrN rAND AJ j IRMo\l IV! Ac liON [MPIO't'FR" October 6,2004 Mr Hart - Page Two The DRC recommended approval of the applIcatIon WIth the followmg bases and condItIOns Bases for Approval 1 The proposal complIes wIth ResIdentIal Infill Cntena under the provIsIOns of SectIOn 2-203 C, 2 The plan complIes wIth General ApplIcabilIty Cntena under the provIsions of SectIOn 3-913, and 3 The proposed development IS compatible wIth the surroundmg area Conditions for Approval 1 That Fmal plat applIcatIOn and plat be submItted to the Engmeenng Department Plat must be approved by City CouncIl pnor to recordmg wIth Pmellas County 2 That Fmal plat IS recorded wIth Pmellas County pnor to the Issuance of a bUIldmg peront 3. That pnor to Issuance of a bUlldmg permIt, plans wIll mdlcate how entrance gates will be operated I e gate console, 4 That all FIre Department Code reqUIrements be met pnor to the Issuance of any permIts, and 5 That all Engmeenng Department Code requIrements be met pnor to the Issuance of any penruts I concur With the findmgs of the Development ReVIew Committee and, through thIS letter, approve your apphcatIon for Flexible Standard Development With the above five conditions The approval IS based on and must adhere to the site plan and applIcation receIved November 19, 2003 and the revIsed Site plan dated September 9, 2004. Pursuant to Section 4-303. an applIcatIOn for a bUIldmg permIt shall be made wlthm one year of FlexIble Standard Development approval (October 5, 2005) All reqUired certIficates of occupancy shall be obtamed wlthm one year of the date of Issuance of the bUIldmg permIt Time frames do not change WIth successive owners The Issuance of thIS Development Order does not relIeve you of the necessity to obtam any buddmg permIts or pay any Impact fees that may be reqUIred. In order to faCIlItate the Issuance of any pemllt or license affected by tins approval, please bnng a copy of this letter WIth you when applymg for any permIts or lIcenses that reqUIre tins pnor development approval Pursuant to SectIOn 4-502 A, an appeal may be InItIated wlthm seven days of the date the Development Order IS Issued by an applIcant or property owners wlthm the reqUIred notIce area and who presented competent substantIal eVIdence In the Level One revIew A copy of the Development Order IS bemg sent to those surroundmg 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 pendmg the final determmatlOn of the case The appeal penod for your case WIll expIre on October 4, 2004. (seven days from date of Development Order) If you have any questIons, please do not heSitate to call John Schodtler, Planner I, at 727-562-4604 You can access zomng for parcels wlthm the CIty through our web sIte WWW' myclearwater com * Make Us YourPavonte1 a Cynthrr~~ Planmng DIrector s IPlannmg Deparlment\C D BISlandard F1exl/naCllve or F lnlshed Cases\ ApprovedlLlme 604 Development Order doc UCGI1ITITQ,,, ~~~~~OFrli,:;;Q .'.t~ ~",,,,,~,,,..(i>~.I""~ ~.~~i' .....~ ~ ~~" I ~~ '" ~~"....\j~ --:,~'Q q ~'"' ~ '; ~ "'~: ::-=... 4 - ~l:l ..~~ =- ")'"!5;:!f1I "Vjj."- ---c=--_ ~ ~ ':;Y...ti'.,- ,,''''''':\ So'; r JfJ......~CU ;;.-. '~""\;t. \ \ ......4"...,JfTE~,.,f" q4'JrIJ1g~ CITY OF CLEARWATER PIANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL Sr.RVlCFS BUnnING, 100 SOUTH MYRTI F AVENUE, CLEARWATER, FLORIDA 33756 fEil.PIIONE (727) 562-4567 FAX (727) 562-4576 loNG RANGr. PtAl'lNING DFVl;LOPMENT REvlr.W October 6,2004 Mr Henry Hart H30 DesIgn 6341 20th Street North St Petersburg, FL 33702-7107 RE Development Order regardmg case FLS2004-05029/ PLT2004-00005 at 604 LIme Avenue Dear Mr. Hart_ ThIS letter constItutes a Development Order pursuant to SectIOn 4-202 E of the Commumty Development Code On July 8, 2004, the Development Review CommIttee (DRC) revIewed your apphcatIon for FlexIble Standard Development approval and Plat approval to create four new resIdentmllots and Flexible Standard approval to reduce the setbacks, under the prOVISIons of Section 2-203 C and an Increase In the height of an accessory structure from 15 feet to 20 feet, under the provISIons ofSectlOn 3-201 8 The request Includes Lot 1 Front (south) Setback - 250' ReqUirement to 00' to pavement Front (south) Setback - 25.0' ReqUirement to 9 5' to pnmary structure Front (east) Setback - 25 0' ReqUirement to 17 l' to garage Side (north) Setback - 5 0' ReqUirement to 3 0' to pavement Increase III heIght of an accessory structure from 15 feet to 20 feet Lot 2 Front (east) Setback - 25 0' ReqUirement to 00' to pavement Front (east) Setback - 250' ReqUIrement to 170' to fountam structure Lot 3 Front (east) Setback - 25.0' ReqUIrement to 0 0' to pavement Front (east) Setback - 250' ReqUIrement to 200' to garage Increase In heIght of an accessory structure from 15 feet to 20 feet Lot 4 Front (north) Setback - 250' Reqmrement to 000' to pavement Front (north) Setback - 250' ReqUIrement to 8 75' to pnmary structure Front (east) Setback - 250' ReqUIrement to 1525' to pnmary structure Front (west) Setback - 25 0' ReqUIrement to 22 01 to sWImmmg pool BRIAN J AUNGS1, 11,1 ~)OR COM\l]~SION[~ I 10Yr HAMI] 10,\, VleF MA VOR-COMM 1<;<;IONfR W] In NEY G R. \ \ I COM \lI~~]ONI R FlUNK !-lIBBARD, COMMlSSIONFR * BI] I JONSON, CO.\I.'Il~SIOMH "EQUAl EMPI OYMfNT AND AI I-Il,,\-1A1IVJ ACTION EMPI OYFR" October 6,2004 Mr Hart - Page Two The DRC recommended approval of the applrcatIOn wIth the followmg bases and condItIons Bases for Approval I The proposal complIes wIth ResIdentIal Infill Cntena under the provlslOns of Section 2-203 C; 2 The plan complIes WIth General ApplIcabIlIty Cntena under the proVIsIOns of SectIon 3-913, and 3 The proposed development IS compatIble WIth the surroundmg area ConditIons for Approval I That Fmal plat applIcatIOn and plat be submitted to the Engmeenng Department Plat must be approved by CIty CouncIl pnor to recordmg WIth Pmellas County 2 That Fmal plat IS recorded WIth Pmellas County pnor to the Issuance of a bUIldmg permIt 3 That pnor to Issuance of a bUIldmg permit, plans wIll mdlcate how entrance gates wIll be operated 1 e gate console; 4 That all Fire Department Code reqUIrements be met pnor to the Issuance of any permIts, and 5 That all Engmeenng Department Code requIrements be met pnor to the Issuance of any penmts I concur WIth the findmgs of the Development ReVIew Committee and, through thIS letter, approve your applIcatIOn for FlexIble Standard Development WIth the above five condItIons The approval IS based on and must adhere to the SIte plan and applIcatIOn receIved November 19,2003 and the revised SIte plan dated September 9,2004. Pursuant to SectIon 4-303, an applIcatIon for a bUildIng permIt shall be made wlthrn one year of FleXIble Standard Development approval (October 5, 2005) All reqUIred certIficates of occupancy shall be obtamed wIthrn one year of the date of Issuance of the bUIldmg permIt. Time frames do not change With succeSSIve owners The Issuance of tills Development Order does not relIeve you of the necessIty to obtam any bUIldmg 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 bnng a copy of thIS letter WIth you when applymg for any permIts or lIcenses that reqUIre tlus pnor development approval Pursuant to SectIon 4-502 A, an appeal may be InItIated wlthlll seven days of the date the Development Order IS Issued by an applIcant or property owners wlthlll the reqUIred notIce area and who presented competent substantIal eVIdence III the Level One reVIew A copy of the Development Order IS beIng sent to those surroundIng property owners who presented competent substantIal eVIdence m the Level One review The filIng of an applIcatIOn/notIce of appeal shall stay the effect of the deCISIon pendmg the final determmatIon of the case The appeal penod for your case WIll explIe on October 4, 2004, (seven days from date of Development Order) If you have any questIOns, please do not heSItate to call John Schodtler, Planner I, at 727-562-4604 You can access zomng for parcels wIthm the CIty through our webslte wwwmyclearwatercom. * Make Us Your Favonte' a cynfuffU~ Plannmg DIrector S lPlanmng DeparlmClIllC D B\Standard Fle:t\Inactlve or Fllllshed Casesl ApprQved\Llme 604 Development Order doc ') " "",,~# fl'et,- f\ tOF 1/iF....~ ~~\ 'O~m~ ~~ ~~.,.i~~1 ~.,.~*~,,~ ~C:$t ,\ I,-Ift\i\ ~ ';. ,"'-~.;;:~~ "-" ~~-" ~ ~~ ..c;.;. === ~~, ......:. ~- ;:;:;,. ':.~.A".. --==- ,.,('o,.'~\ ~r.~~;4n.."~~.\\ ...........)1TE\\.".,'. "-"1" CITY OF CLEARWATER PlANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATFR, FlORIDA 33758-4748 MUNICIPAl SERVlehS BUILDING, 100 Sourn MYR1Lr AvrNlJF, CIMRWATFR, FlORIDA 33756 TELEPHONE (727) 562-4567 FAX (]27) 562-4576 loNG RANG!: PIAN/'.'ING DrvrLOPME/'.T Rhvlcw October 6, 2004 Mr Henry Hart H30 DesIgn 6341 20th Street North S t Petersburg, FL 33702-7107 RE Development Order regardmg case FLS2004-05029/ PLT2004-00005 at 604 LIme Avenue Dear Mr Hart ThIS letter constItutes a Development Order pursuant to SectIon 4-202 E of the Commumty Development Code On July 8, 2004, the Development RevIew Committee (DRC) revIewed your applIcatIOn for FleXIble Standard Development approval and Plat approval to create four new resIdentIal lots and FleXIble Standard approval to reduce the setbacks, under the prOVISIOns of SectIon 2-203 C and an mcrease 10 the height of an accessory structure from 15 feet to 20 feet, under the provlslOns of Section 3-201 8 The request mcludes Lot 1 Front (south) Setback - 25 0' ReqUIrement to 0 0' to pavement Front (south) Setback - 250' ReqUIrement to 9 5' to pnmary structure Front (east) Setback - 25 0' ReqUIrement to 17 l' to garage Side (north) Setback - 50' ReqUIrement to 30' to pavement Increase 10 heIght of an accessory structure from 15 feet to 20 feet Lot 2 Front (east) Setback - 250' ReqUirement to 0 0' to pavement Front (east) Setback - 25 O' ReqUIrement to 17 O' to fountam structure Lot 3 Front (east) Setback - 250' ReqUIrement to 0 0' to pavement Front (east) Setback - 25 0' ReqUIrement to 20 O' to garage Increase III heIght of an accessory structure from 15 feet to 20 feet Lot 4 Front (north) Setback - 25 0' ReqUIrement to 0 00' to pavement Front (north) Setback - 25.0' ReqUIrement to 875' to pnmary structure Front (east) Setback - 250' Requuement to 1525' to pnmary structure Front (west) Setback - 250' ReqUIrement to 220' to sWImmmg pool BRIAN I AUNGS I, M WOR COMMI"IONI K ] loYl' HA,\lII ION Vllt MWOR-CO~IMJ~"IO"1 R WHITNrY (,It\" CO~j\II~"IO~1 R FR~;cK HllllJAKn COMMI%IO"FR * Bill JO"'~ON, CO~I\IIYilO~IR "EQu~1 FMPIOY\IF'\Il AJ\D Al I IRMAllVi' At.. I ION F~lPI ()'(] R" October 6, 2004 Mr Hart - Page Two The DRC recommended approval of the apphcatton With the followmg bases and condItions Bases for Approval I The proposal comphes With ResIdential Infill Cntena under the provIsIOns of SectIOn 2~203 C, 2 The plan complies With General ApplicabIlity Cntena under the provIsIons of SectIOn 3-913, and 3 The proposed development IS compatIble With the sUlToundmg area Condlttons for Approval I That Fmal plat application and plat be submItted to the Engmeenng Department Plat must be approved by CIty Councll pnor to recordmg WIth Pmellas County 2 That Fmal plat IS recorded with PIpe lias County pnor to the Issuance of a bUIldmg permIt 3 That pnor to Issuance of a bUlldmg permIt, plans wIll mdlcate how entrance gates wIll be operated I e gate console, 4 That all FIre Department Code reqUirements be met pnor to the Issuance of any permIts, and 5 That all Engmeenng Department Code requIrements be met pnor to the Issuance of any permIts I concur WIth the findmgs of the Development ReVIew Comnuttee and, through this letter, approve your applIcatIOn for FleXIble Standard Development With the above five condIllons The approval IS based on and must adhere to the SIte plan and applIcatIOn received November 19,2003 and the revIsed SIte plan dated September 9, 2004 Pursuant to Section 4-303, an applIcatIon for a bUlldmg permit shall be made wlthm one year of FleXible Standard Development approval (October 5, 2005) All reqUIred certIficates of occupancy shall be obtamed wIthm one year of the date of Issuance of the bUlldmg permit TIme frames do not change With succeSSIve owners. The Issuance of thiS Development Order does not reheve you of the neceSSIty to obtam any bmldmg 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 bnng a copy of tlus letter WIth you when applymg for any permIts or lIcenses that reqUIre thiS pnor development approval If you have any questIOns, please do not heSItate to call John Schodtler, Planner I, at 727~562-4604 You can access zomng for parcels wltlnn the City through our webslte' \VWW mvclearwater com * Make Us Your Favonte' Smcerely, Cynthia H Taraparu, AlCP Planrung DIrector S \Planlllng Department\C 0 B\Standard Flex\Inactlve or FinIshed Cases\Llme Ave 604 Villa Cuesta (LMDR) - Approved\Llme 604 Development Order doc NO~~ The 500 ft requirement IS measured as the Fire Equipment must drive utlllzlrIg standard ~ hardpaved roadways Provide a Fire Hydrant wlthlrl the required 500 foot distance as the fire hose ~ would be laid out on the ground ~ L,~ S; ~..... OJ:::..?'C- !if- Jo -tJ t .. ..~ ..,,6'.1,#,. ll~ b.l..j;::-..~ .,~~,,~~ :i;s?' \! 1 -.dC""i "" ~ ...~t;:.r~~~ .___, ..~~. -- ~--.. ..r::~ ~ ~.. ~~~ ~. ~ltr='~" .... ,1TE~" ,,- En 9 I neen n 9 t:'dHa Itlon Conditions Associated With FlS2004-05029 604 LIME AVE Don Melone 562-4798 06/25/2004 1) Need to IrIstall a 4 ft sidewalk along one side of the private road (Community Development Code Section 3-1907) 9/13/04 - HOW DOES INTERNAL SIDEWALK CONNECT TO THE PUBLIC SIDEWALK? 2) Need to Install a 4 ft (mlrl) sidewalk along Lime Avenue, 5 ft If at back of curb (Community Development Code Section 3-1701) MET 3) Need to submit a utility sheet MET 3) There may be additional comments based on the utility sheet when submitted All of the above to be addressed prior to D 0 9/13/04 - SEE COMMENT #1 The follOWing to be addressed prior to bUilding permit 1) Flrlal plat recorded with Plnellas County prior to the Issuance of a bUlldlrlg permit ENGINEERING PL T2004-00005 CONDITION 1) Fmal plat application and plat to be submitted to the Englneenng Department Plat must be approved by City Council prior to recording with Plnellas County Fire Condition 562-4567 xt 3548 Joe Colbert 06/16/2004 Provide a Fire Hydrant within 500 feet of the the most remote lot Zomng Condition John Schodtler 562-4604 09/16/2004 Internal Side walk cannot be placed Into the five foot Side (south) setback Print Date 09/21/2004 Page 1 of 1 ~,\y" @et '( t^-\ 0::; 7~~~" ..(\ ~' () {trY ':\~..).. ~y . ~4> o ~ rrr oq~O.J CaseCondllons o~ \6VH30 DESIGN CertIficate of Author 1;0"011 No 9397 6341 20'" Strel:t North St Pdel1lburg. Flond:l. 33702-7107 727-510-6611 f~... - (toll Iree) 1"866422-1084 ORIGINAL Mr John Schodtler City of Clearwater Plannmg Department Municipal ServIces BUIlding 100 South Myrtle Avenue Clearwater, FL 33756 August 30, 2004 Re FLS2004-05029 604-Lime Avenue - Villa Cuesta Resubmlttal- ReView Response Dear Mr Schodtler, Enclosed please find SIX (6) sets of plans for the above referenced project In accordance with your July 2, 2004 letter of review we offer the following Engineering Condition 1) Need to Install a 4 ft sidewalk along one side of the pnvate road (Commumty Development Code Section 3-1907) Response - A 4 ft. SIdewalk has been added to the southerly Side of the proposed dnveway. 2) Need to Install a 4 ft (mm) sidewalk along LIme Avenue, 5 ft If at back of curb (Commumty Development Code Section 3-1701) Response - A 4 ft. sidewalk has been added along Lime Avenue as requested. 3) Need to submit a utility sheet Response - A utility sheet has been added as requested. Please see sheet C-3A for the utility plan & profile. 4) There may be addltronal comments based on the utility sheet when submitted All of the above to be addressed pnor to D 0 Response - Noted. 5) Final plat recorded With Plnellas County pnor to the Issuance of a bUilding permit Response - Noted Stormll ater, Ihlsten ate! Potable JJ'atel DeSIgn & Per mlthng SlIe Plannmg DeSign 01: Consulting fm De~e1opels d: Contractors FDEP PCPHU DERM SJRJliMD SlIfFI,VMD SFlVMD 6) Final plat application and plat to be submitted to the Engineering Department Plat must be approved by City CounCil pnor to recording With Plnellas County Response - Noted Applicant is in process of pr,eparillgrpl~throu9h\' 171' ~ _v__ "- surveyor. 0 ~ ~ ~ ~ \V ~ r'\' ~-L lft2004 '101 \ I PLANNING & DEVELOPMENt SERVICES CITY OF CLE,\RWATEF\ Q'U (6& FLS2004-05029 604 Lime Avenue - Villa Cuesta Resubmlttal- Review Response Page 2 cant Environmental Condition - No Comments Fire Conditions 1) How will Fire or Emergency eqUipment enter the property? If they have to pass through a gate, what IS the height? A minImum height of 13 1/2 feet IS required Response - The gate proposed at the entrance to the property has no "top" nor "archway" that will have no clearance problem. The drawing depicting an "arched" and gated entry is at a fee simple indiVidual residence. "this is not allowed at an individual residence, we will revise the structure during the residential pemfltting process. 2) 71/2 foot Side setback Will negate any openings In the Side of the bUildings (as per Flonda Bldg Code) Response - This is a standard side yard setback for a fee simple single family detached reSIdence with a Group R-occupancy classification. There are no "restnctions" with regard to openings except that we provide fire egress as required within the Group-R classification. This will be addressed during the building permit process. 3) Are each of the owners taking fee Simple ownership of their respective lots? What IS the occupancy type as per bUilding code? Ie R-2, R-3 Response- Fee simple ownership and classification' These lots will be fee simple ownership. The Occupancy Classification is Residential single family detached Group-R, per section 311 of the Flonda Building Code. 4) PrOVIde a gate entry system as per Pmellas County Ordinance 98-4 Response - Pinellas County ordinance for gate entry system: The gated entry system will comply with all required codes. 5) ProVIde a Fire Hydrant wlthm 500 feet of the the most remote lot Response - The entire site is less than SOO' in depth and Width and will comply. An existing fire hydrant is shown on the survey & C-3 and is within the 500' distance requirement. 5) Will these homes have FIre Spnnkler Systems? If so, additional reqUirements are necessary Response. The homes planned for this site will be Single-family detached residences With a Group-R occupancy classification and Will be under four stories in height. They will not require fire sprinkler systems under the current fire suppression codes. o [E,(C[E~w[E ~-\ ~T.- ~2004 ~ StOI mll otel H'aslel\ atel Potable JI'arel DeSIgn If Pel mlffmg Site Plamllllg. DeSign If Consultlllg 1m Developers (\' Cont/octols FDEP PCPHu DERM SJRWHD. SWFW\fD SFW],1D PLANNING & DEVELOPMEN1 SERVICES CITY OF CLEARWATER ~~ \(0\:7 FLS2004-05029 604 Lime Avenue - Villa Cuesta Resubmlttal- Review Response Page 3 cont Landscape Condition - No Comment Land Resource Condition 1) Provide a utility plan prior to DO Trees along the Rights of Way must be consIdered prior to design Response - utility Plan & Profile (Sheet c-3A) is enclosed. Parks & Recreatlon Condition 1) Recreation FacIlity Impact fees of $200 per new residential umt are due pnor to bwldlng permit Issuance or final plat, whichever occurs first (credit Will be given for the prevIous single family residence) Contact Deb Richter 727-562-4817 Response - Noted, Contractor/developer will pay required fees at time affinal plat. Storm Water Condlt1on 1 ) Need to show mternal drainage system for each lot and underdralns that are recommended by the geotechnical report Response - C-2 has been revised to indicate sub-dram along stem walls & retaining walls. 2) Plans need to show addItIonal proposed grades adjacent to northfsouth property hnes Response - Additional grades along both north & south property lines have been added to sheet C-2. 3) Grade differences at northfsouth property lines are extreme, Will stemwall foundations be constructed? Cross sections would be helpful Response - Property grades will follow ground elevations With exception of areas of retaining walls. Building stem walls will transition extreme grade differences and will be addressed at the time of individual/ot build-out Additional north & south property line grades have been added to sheet C-2 Traffic Engineenng Condition 1) Show 20' x 20' Sight distance tnangles on the sIte plan The tnangles are measured from the property hne and must be shown at all access entrances/driveways per (City of Clearwater's Land Development Code Section 3-904) Objects Within the SIght distance tnangles must not exceed 30" In height from the pavement Response - The 20'x20' visibility triangle along with the object height restriction note has been added to sheet A-1 & C-2. Sial mll aIel, Was I,,,, ate! POlable lI'afer Des!gn d' Permlffmg SlIe Planning, DeSIgn d' Cons'Jltmg for Develope! s d' ConrJoclOrs FDEP PCPHU DERM SJRIVMD SWFHn,ID SFTV~ID 2) Show how gates Will be operated I e gate console Response - A proposed gate is indicated on the plan sheet. At time of construction, an approved gate operating system Will be submitted-to-the---~ building department. 0 ~ ~ ~ ~ W ~ \ \i ~-32004 l~: PLANNING & OEVELOPMEN1 SERVICES CITY OF CLEAFlWATER -- fl~ Yo\:? F LS20Q4-05029 Resubmlttal- Review Response Page 4 cant 604 lime Avenue - Villa Cuesta 3) PrOVide a diagram showmg dimenSions (height, width etc ) and type of wall/fence/gate proposed Response - A typical masonry decor wall indicating type, height. etc. has been indicated on sheet A-1. 4) All of the above to be addressed prior to D 0 Response - Noted. Zomng Condition A-- 1.) Need notorlzed letter of authorization from aU property owners on CIty'S form Response - A notorized City form is attached. J-- 2) Please venfy number of dwelling unIts -- Include carnage houses Response - Verified number of units has been delineated on sheet A-1. erk- 3,) Need square footage of the one car garage located under the carnage house Response - Garage S.F. has been added to sheet A-1. 4.) ReVIse request to Increase the height of the accessory structures on Lots 1 and 3 from 15 feet to 20 feet Plans need to be revIsed to show the accessory structures with a maxImum height of no greater than 20 feet Response - Plan sheet A-1 has been revised to indicate the maximum height of 20 feet for the accessory structures. Should you have any questIons or reqUIre addItional informatIon so that our request may be granted, please do not heSitate to contact us at (727) 526-9442 Sincerely, H30 Design ~G~ Vice President CIVil Englneenng Department cc Bruce Danielson, JCH, HH, file SIOI mll aIel, IfrcWell aIel Potable If'oler DeSIgn ,{ Permlttmg Site Plannmg, DeSign, ,{ Consulting for DeveloPel $ & Conti actol S FDEP, PCPHU DERM, SJRW),fD SIJIFlVMD SFWMD PLANNING & DEVELOPMENT SERVICES CITY OF CLEARIJ'JATER - ~1""Gle:arwater ~ -\ 1";'-.<: o FAX COVER MEMO CITY OF CLEARW A TER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARW A TER, FL 33756 (727) 562..4567 FAX: (727) 562..4865 TO:~Rr' ~ FAX: &GCO ~z.z.- lo81- Phone: FROM: ~"'f'i S--- DATE: 07"2-1 04- Phone: SUBJECT:yl .~ 7--I:::OL} - 6502.'7 MESSAGE:~G5-r ~M 67'f'"r5,. ,. tt ~O~ ~~~el2 IV -€--l'- .' n 'o.JA () ~ --rt l "'l'l ry ~} ~ ~ Y'-"O _ Q ~-.,4,~--->. (r<(u~ I L-L-r ____vr :j "' NUMBER OF PAGES(lNCLUDING THIS PAGE) SEHD II'1G REPORT Sep 21 2004 12 37PM YOUR LOGO YOUR FAX NO. CltyOrClearwater-Plan Dept 727 562 4865 NO. OTHER FACSIMILE 01 918664221084 START TIME USAGE TIME MODE PAGES RESULT Sep.21 12 36PM 00'53 SND 02 OK TO TURN OFF RelORT. PREffi 'MENU' 1:104. THEN SBECT OFF BY USING '+' DR '-'. FOR FAX ADVANTAGE ASS I STRNCE, PLEASE CALL 1---800-t1El.P-FAX (435-7329). () 9:00 a m. 9:00 am Pnnted 6/28/2004 TImes are subject to change DRAFT ACTION AGENDA DEVELOPMENT REVIEW COMMITTEE Thursday, July 8, 2004 STAFF REVIEW Case Number FLS2004-05029 - 604 LIME AVE Owner(s) Barbara W Kennedy 5530verbrook BelleaJr, F] 33756 TELEPHONE No Phone, FAX No Fax, E-MAIL No Email Applicant Bruce Danle]son POBox 514 Indmn Rocks Bch, F] 337 TELEPHONE 727-46]-7653, FAX 727-461-1535, E-MAIL No Ematl Representahve Heruy Hart 6341 20th St N St Petersburg, FI 33702-7107 TELEPHONE 727 -562-9442, FAX 866-422-1084, E-MAIL h30@tampabay IT com Locahon I 14 acres located on the west SIde of LIme Avenue approxImately 200 feet south of Turner Street Atlas Page 295A Zoning District LMDR, Low MedIUm DenSity Resldentla] Request Plat approval (PL T2004-00007) to create four new resldentJa] lots and Flexlb]e Standard approval to reduce the setbacks, under the provIsIOns of Sechon 2-203 C and an Increase In the height of an accessory structure from 15 feet to 20 feet, under the provIsions ofSCl;tlon 3-20] 8 The followmg rcquest lncludes Lot 1 Front Setback - 25 0' ReqUIrement to 17 I' to garage Front Setback - 25 0' RcqUlrement to 00' to pavement Front Setback - 25 0' Reqlllrement to 95' to primary structure SIde Setback - 5 0' ReqUirement to 3 0' to pavement Increase In heIght of an accessory structure from 15 feet to 20 feet Lot 2 Front Setback - 250' Reqlllrement to 0 0' to pavement Front Setback - 25 0' ReqUirement to 170' to fountam structure Lot 3 Front Setback - 25 0' Reqlllrement to 200' to garage Front Setback - 25 0' ReqUIrement to 0 0' to pavement Increase In height of an accessory structure from 15 feet to 20 feet Lot 4 Front Setback - 25 0' ReqUirement to 15 25' to primary ~tructure Front Setback - 25 0' Reqlllrement to 8 75' to pnmary structure Front Setback - 250' ReqUIrement to 220' to swmmung pool and Front Setback - 25 0' ReqUirement to 0 00' to pavement Proposed Use Detached dwellmg Neighborhood No Neighborhood Assocatlon Data Assoclahon(s) Presenter. John Schodtler, Development ReView Specla!lst Attendees Included John Schodtler, Chip Gerlock, Scott Rice The DRe reViewed thIS applicatIOn wJlh the following comments General Engmeenng Development ReView Agenda - Thursday, July 8, 2004 - Page] I) Need to lOSt all a 4 ft sidewalk along one ~Ide ofthe pnvate road 2) Need to mstall a 4 ft (mm) i>ldewalk along LIme Avenue (5 ft If at back of curb) 3) Need to submIt a utlhty sheet 3) There may bc addItional comments based on the utlhty sheet when submItted All of the above to be addressed pnor to D 0 The followmg to be addressed pnor to bulldmg permit I) Flllal plat recorded With Pmellas County pnor to the Issuance of a bUlldmg permit ENGINEERING Pi T2004-00005 CONDITION I) Fmal plat appheallon and plat 10 be submItted to the Engmeenng Department for final approval from vanous departments concern Also need to obtam an approval from CIty CouncIl pnor to Pmellas County recordmg the plat Environmental No Issues Fire How will Fire or Emergency equipment enter the property? If they have to pass through a gate, what IS the helght'l A mInimum height of 13 1/2 feet IS reqUIred 2 7 \12 foot SIde setback will negate any opemngs m the SIde ofthe bulldmgs (as per Flonda Bldg Code) 3 Are each of the owners takmg fee sImple ownershIp of theIr respective lots'l What IS the occupancy type as per bUlldmg code'llI' R-2, R-3 4 ProVide a gate entry system as per Pmellas County Ordmance 98-4 5 Provide a FIre Hydrant wlthm 500 feet of the the most remote lot 6 Will these homes have FIre Spnnkler Systems'l 1fso, addItIOnal requIrements arc necessary Harbor Master No Comments Legal No Comments Land Resources ..--- AI2J34- -A~ 1kE.fi'S. t NE:6D'5 To t:;E:. GOtJC..- (hJ ~& ProVide a utIlity plan pnor to DO Trees along the Rights of Way must be concldered pnor to deSIgn Landscaping No Comments Parks and RecreatIOn RecreatIOn Faclhty Impact fees of $200 per new resldenhal umt are due pnor to bUlldmg permit Issuance or final plat, whichever occurs first (credit will be gIven for the prevIous smgle famIly reSIdence) Contact Deb RIchter 727-562-4817 Stormwater I Need to show mtemal dramage system for each lot Ie courtyards and underdrams that are recommended by the geotechmcal report 2 Plm, need to show more proposed grades adjacent to north/south property lmes 3 Grade dIfferences at north/south property hnes are extreme, Will stemwall foundallons be constructed? Cross seetJons would be helpful 4 Show where roof drams WIll tie mto pond and where plpmg Will be located 5 Labels for cross sections are shown on the plans, but I was unable to locate the corss sectIOns 6 Need to check structural loadmg reqUIrements With fire department I beheve HS20 loadmg IS reqUired for the mlet III the road All of the above needs to be resolved pnor to 0 0 Solid Waste No Comments Traffic Englneermg Development ReVIew Agenda - Thursday, July 8, 2004 - Page 2 Planmng 1 2 3 4 I Please show 20' x 20' sIght distance tnangles on the site plan The tnangles are measured from the property hne and must be shown at all aCLess entrancesldnvewilYs per (CIty of Clearwater's Land Development Code Book) Objects wlthm the sight distance tnangles must nol exceed 30" 111 height from the pavement 2 Show how gates will be operated I e gale console 3 ProVIde a diagram showmg dlmenslons( heIght, wIdth etc ) and type of wall/fence/gate proposed 4 All of the above to be addressed pnor to DO Traffic Impact Fee of $7,692 to be paId pnor to C 0 Need notonzed letter of aulhonzatton from all property owners on CIty'S form Please venfY number of dwelhng umts -- mc1ude carnage houses Need square footage ofthe one car garage located under the carnage house ReVise request to mcreace the height of the accessory structures on Lots I and 3 from 15 feet to 20 feet Plans need to be revised to show the accessory structures with a mmumum heIght of no L greater than 20 feet Other: N650 f) L.L- <f. ~ ~ t3ff~ No Comments 6\d-f' Notes Please submit _ cOpIes of the revised plans and application matlenal addressmg all the above departments' comments by / / Development ReVIew Agenda - Thursday, July 8, 2004 - Page 3 July 26, 2004 CIty of Clearwater Plannmg Department AttentIOn John Schodtler Re 604 Lime Ave Dear Mr Schodtler, I'm the owner of the property at 288 SpottlS Woode Ct m Clearwater As you recall I've attended the hearIng regardmg the plans to develop 4 smgle famIly homes at 604 Lime Ave which borders the north side of my property I wanted to express my support for this project - as tllustrated by the Site-plan and sample elevatIon plans submItted to the plannmg department As long that this project will be constructed along the gUidelInes as submitted to the planmng department ~ I support tlus project Smeerely, V ~ YafJVGII~ b ~ <0 MAOFARLANE FERGUSON & MoMuLLEN ATTORNEYS AND COUNSELORS AT LAW 1501 SOUTH .F"'l..O~IOAAVC:NUE L.A,KELANO F"l..Oi=:tIOA 3~e03 (as.:3) 680 990e FAX (863) 6832849 400 NORTH TAMPA ST~e::E::T SUITE 2300 POBOX 153j ~ZIP 3.3601} TAMPA FLOF=ll'IDA ~~QOi:: {BJ3l 273 4t=OO FAX (al.:~H Z73 4..396 625 COURT ST~EE"'" POBOX 1669- (Zl~ ':)37!;i7) CL...C::A.RWATER FLORIDA .),3756 ~727l 441 esse I='AX (7~7l 442: 8470 www mlmlegal COm "'MA'~ Info@rnfmlegal COm July 7,2004 IN REPLy R~FE:1=l" '10 RECENe:rrater j\JL 1 ?~ "l\1U~ EPAR1MEN1 P\J\NN\NGC~EARWA1E.R C\T1 Or . Via Facsimile and U.S. Mail John. Schodtler, I?eve!opment ReVIew Spec!ahst CIty of Clearwater Plannmg Department Mumclpal Services BUlldmg 100 South Myrtle Avenue Clearwater, F\onda 33756 R~ ~ ~ C) d- 71 '2uJtp \I\..oA...> Re Notice of Filing of an AppltcatlOn for FlexIble Standard Development Approval at 604 Lime Avenue Dear Mr Schodtler Please be adVIsed that thiS finn represents the SpottIs Wood ASSOCIatIon and Jim GIbson, mdlvldually Both of our clients are located wlthm 200 feet of the property located at 604 LIme Avenue, Clearwater and were m receIpt of the June 21,2004 NotIce ofFllmg of an ApplicatIon for FleXIble Standard Development Approval DespIte the efforts of both our chent and myself, dlscusslOn with you regardmg concerns about thIS project have not been pOSSible Your lack of responSIveness to the cltlzens of the CIty of Clearwater IS appallmg SpeCifically wIth regards to the ApphcatIon, our chents have the followmg concerns 1 The NotIce dated JUIle 21, 2Q04 does not provlde suffiCIent time for adJommg property owners to meet with CIty staff (espeCIally when they don't respond to phone calls and emaIls) nor was ample tIme avaIlable to thoroughly reVIew the proposed project While the Notice mdIcates that the "earhest date" that the City WIll make a decIsIon IS July 8,2004, It IS our understandmg that July 8 IS the declslOn date 2 SpeCIfically addressmg the proposed plan, the apphcant mdIcates a total project area of 49,693 square feet Our chents have reason to believe that the property IS closer to 45,000 sq ft, and that the dIfference IS attnbuted to submerged land In any event, cOl}finnatlOn by survey ofthe square footage IS requested ',_ 3 While our clIents are uncertam as to any applicable minimum lot SIze, the ask that you conSIder same m the reVIew of the proposed project and set back and height rehefrequested - ..' July 7,2004 Page 2 4 The set backs reflected m the project proposal along the southerly boundaries of proposed lots 3 and 4 reflect 7 1/2 feet Based upon the layout of the proposed development, the southerly boundary would appear to be the rear of the residences, and not the side Therefore the rear set back should apply AdditIOnally, the project discloses no landscape or other buffer along the southern boundary whIch our chents belIeve IS cntIcal to ensure all parties pnvacy 5 Of significant concern IS the locatIon of au condltIomng condensers andJor aIr handlers/heat pumps, as locatmg same m the set back area between lots 3 and 4 and the southerly property hne Will constItute possible nOIse problems for our chents 6 The mformatIOn avaIlable does not disclose any dramage plan or IdentIfy how storm water run off Will be duected to the pond located on the west end of the project Further review of such a dram age plan at thiS stage would appear appropnate 7 Based upon the height vanances sought for some of the garages, I am assummg the developer proposes hvmg quarters above the garage The plan does not Identify which garages are contemplated to mclude upstaIrs lIvmg quarters, said mformatIon necessary for our chents' proper review and comment on the requested height vanance SpOttlS Wood ASSOCIatIOn does not dIsapprove of a project propOSIng four (4) SIngle family reSidences at the Lime Avenue locatIOn However, It IS appropnate for a careful review of thiS proposal In lIght of the fifteen (15) different vanances requested by the ApplIcant As such, our chents' request that careful consideratIOn be gIVen to an extenSIOn of time pnor to the Issuance of a Development Order to allow for suffiCient study In the alternatIve, It IS requested that any Development Order address the Issues raIsed by thiS letter and that of the Camelot Oaks CondommlUm ASSOCIatIOn located dIrectly to the north ofthls property R Nathan HIghtower RNHIamd cc Jim GIbson SpottIs Wood ASSOCIatIOn Wilham Home u CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 WWW MYCLEARW A TER COM ;' e~e'arwater June 21, 2004 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 604 LIME AVE (FLS2004-05029) To Surrounding Property Owners As a property owner wIthin 200 feet of 604 LIME AVE, the City of Clearwater Planmng Department gIves notice that an applicatIOn for Plat approval (PL T2004-00007) to create four new residentIal lots and FlexIble Standard approval to reduce the setback,>, under the prOVISIOns of SealOn 2-203 C and an Increase In the heIght of an accessory structure from 15 feet to 20 feet, under the provIsIOns of SectIOn 3-201 8 On July 08,2004, the Development Review Committee (c..omposed of the CIty's professIonal staff) wlll review and determine whether the applicatton demonstrates comphance with the CIty's Commumty Development Code Followmg that revieW and deterrmmatlOn, the Planmng Dlfector will Issue a Development Order approvmg, approving with condItIOns, or denymg the apphcatton The earliest date that the CIty will make a deCls,cn on the applicatIOn will be July 08,2004 The City encourages you to particIpate m the revieW of thIS apphcatlOn You may contact me at 727-562-4604 or John Schodtler@myclearwater com for further informatIOn, VISit our office to review the files and/or submit wntten comments to be consIdered In the City's reVIew of the application Please be adVised that the applicant may submit additional or new mformatlon regardmg thiS case, which you may review dunng regular business hours However, no further notice Will be proVided to you should the applicatIOn be amended An appeal of the declSlon of the P!annmg Director may be Inlttated by the applicant or property owners Within the reqUIred notice area who pre!.ent competent substantial eVidence at, or pnor to, the Development ReVIew Committee meeting on July 08,2004 An appeal must be filed, including an appeal fee, With the Planmng 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 You may access our Planning Department through the City'S web!>lte www myclearwater com SIncerely yours, J~~ Development ReVIew SpeCialist RECE~VED JUL 12 iU04 PLANNING DEPARTMENT erN OF CLEARWATER Lelte/ o{Comple1eness - FLS2004-05029 - 604 LIME A VE / ..::..::.....-... -~ ~ , ~!..~ i CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FLORIDA 33756 ,', CROCHET, JOHN A I 55 ROGERS ST # 402 I CLEARWATER FL 33756 - 5285 in'R 2;;-'1 ~ ,j'~- ~ "':-- - - ---I lib."::, "I \~7 ~ Ir'~':I.-:rcR .'...j-\/,/.... -~ "- I \1"\.iI.~..JL' -~~, fUrIJJ:~ :;i~~ADlE - ll: ~~:!,~:(SSEU - -- - - - - - - $ cro w'J;I ....<e c-.J 0:' "..... WV) ll:u:: !4-- "- ... ~..- ~ --.. ~~ ( ~ u.~ t :JSTAG( ~ A ~00.37:EI H NlETER.7a0088 : r;.:;- - - ~ '-~-~~==-1 _Iql..if~jl~-:) -~~ /TC~SERDER "t'~~; IlllJ " r: I 111 r( 'H P l r: -- ~1'L- I l\nU ... '" l' ~rq",' "('~D ~"!J h.liri"L l~0i: i..m.~_ '""-....._ ---" 1 Page I of 1 Schodtler, John From Schodtler, John Sent Thursday, July 08,2004843 AM To 'Susan Lordan' Subject RE 604 Lime Ave, Ms Lordan, Thank you for your correspondence I am In receipt of your fax and your concerns Will be addressed dunng the ORC meeting I Wish to apologize to you for my failure to get back to you In a timely matter However, With the numerous phone Inquiries coming In about your case and others I am limited to only so much time In the work day The DRC Will review your letter and your concerns dUring the meeting John Schodtler, Planner I -----Onglnal Message----- From: Susan Lordan [mallto.slordan@lordanassOclates com] Sent: Wednesday, July 07120049.40 PM To: Schodtler, John Cc: SamlOOO@aol com, Ruth and Lee Weintraub, Susan Lordan Subject: 604 Lime Ave, John, Just wanted to let you know that we Just faxed you a letter and supportmg signatures regardmg the proposed development at 604 Lime Ave We are sendmg you the letter (see fax for our multIple sIgnatures) III advance of your meetmg at 9am 7/8 as per your reqUirement We have placed several calls to you that have gone answered We do not understand your lack of response to us, when you sohctted our response III your letter, but we expect you to submit our concerns to the committee Susan Lordan (Background) Lordan AssocIates 602 L1me Ave, #502>1< Cleanvdter >I< FL >I< 13756 Phone (727) 44] -4803 >I< Fax (650) 745-1381 Emall slordan@lordanassoclates com Web http !/www lordanassoclates com! 7/9/2004 r ;~tloorwater -~~ o C~TY OF CLEARWATER 1> PLANNING DEPARTMENT MUNICIPAL SERVTCES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORlDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 WWW MYCLEAR WATER COM June 21,2004 RE: NOTICE OF Fil.ING OF AN APPLICATION FOR FLEXI~~tVE rD DEVELOPMENT APPROV AL AT 604 LIME AVE (FLS2004-05029) JUL 14 2004 To Surroundmg Property Owners PLANNING DEPARTMENT t:' iT:.\l' nr- ~ k~.& \0\1\1.6. TS;:D A<, a property owner Wlthm 200 feet of 604 LIME AVE, the CIty of ClearwaterfPlal1mngl""epanmenr gives notice that an applicatIOn for Plat approval (PL T2004-00007) to create four new residential lots and FleXIble Standard approval to reduce the setbJ.cks, under the provIsIOns of SectIOn 2-203 C and an mcrease m the height of an accessory structure from 15 feet to 20 feet, under the provlSlons of Section 3-20 I 8 On July 08, 2004, the Development ReView Conumttee (compo",ed of the Ctty's professIOnal staff) will review and deterrmne whether the apphcatIon demon!:.trates comphance with the City's Commumty Development Code Followmg that review and detenmmatIOn, the Planmng Dlrec.tor wdllssue a Development Order approvmg, approvmg with condItions, or denymg the application The earliest date that the City will make a deCISIOn on the apphcatlOn Wlil De July 08,2004 The City encourages you to participate m the review of thiS applIcatIOn You may contact me at 727-562-4604 or John Schodtler@myclearwater com for further mformahon, VISit our office to reVleW the files and/or submit wntten comments to be consldered III the Clty'S revIew ofthe application Please be adVised that the applicant may submIt addltlOnal or new mformatlon regardmg thiS case, whIch you may review dunng regular busmess hours However, no further notIce 'vlll be proVIded to you should the applicatIOn be amended An appeal of the deCISIOn ot the Planmng Director may be mlhated by the applicant or property owners wlthm the reqUired notice area who present competent substant13l eVidence at, or pnor to, the Development ReView Committee meetmg on July 08, 2004 An appeal must be filed, lllcludlllg an appeal fee, With the Plannlllg Department wlthm seven days of the date of the Development Order ~ Thank you for your mterest 10 the SJ,~~~ Clearwater's development review process You may access our Plannmg Department through ~(~~~s webslte www myclearwater com ",(-\ '.' rr-" S 1 "p"{" . t'o'\\ ,-.) , ~ lllcere y yours, ,,p- ~ \~ ,i"~'" ~~cn nil \"/,,,, . ~~ Jo n Schodtler ~f~ \,.-'- v Development ReVIew SpectalIst ~ c, 'I' , , ~ Leller of ComphletW\ \ - FLS2004-05029 - 604 L1ML AVE \ \ \ , I \ I ,1 i 1'\ -j ! " I 1 'II' i ...... I t 1.J s t ! I ~ ''--? I ) J , ~ ,) CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FLORIDA 33756 J 11 i, '1; 1,j " 1 t ~ r : 't: ~~ c~ ::'<t n::: ~..'l 1;;'~ ".- W(/) llOO:: ll.- u. // // .t'oA#~. ~::'F~ "0 0 / '1m "\'" ~VG'~ :',/, GAULLGOFF --~-- -!!i~'f/~ : GAULT rSA ' C/;o49!o : 141~7 OBEY MEADOWS CT I' SA ATOGA CA 95070 - 5636 } ~=. ~.~ ~-+...........~--' fit ~:iri/.' "-(2l. ~ii,T~-~~ -,- ~ ~'~~~l , \"_'l' "\. r~0T tj,~J f~;- ~1 {~~ I ~ <~ ol ~ "'"~4;" c~:- 1t".... t ("1\ . -.k " r.- . 'is 1\!JJr.C;. -'1 /~, ~; )>'1-' -- ltr'-l""""" _,I' '" .~. ~ ~ :,\1 - :.<::1 ...lliEJ..\l.J~11\ ~~ ~~ ~:.." :f"t:_ .1' i :L""- .. f "":-' 'ti ~ 6'~.... ) GRJI:R It~t:.iLJ) "'--J"-~ ~. ,~J ' ,,' II · ,~" -----:..... -~~.~-~,. ~c;::'.:: - '_'To; E'i::-,~"_ L 1l111"!d,lj'III1""lllll"ld,,!rll'lllQ!h'I'lld,,.hll.ll --- ~ ( ,- H'\Hf I J',l 1 ( '1 If 'l,,jj ~ '{ \" , f1 us 'JOST:l.GE 1'< ~on37': @J' u, .: '" H METER _700088 * u '4 ~ s1 . JcOY Ll~~ ~,~ '::>~W::1.e ~LS ;)QJV~-o~ HIGHTOWER, R NATHAN CHESNUT, NATHALIA INELLAS COUNTY H[GHTOWER, MARGARET D 25 TURNER ST # 2 315 COURT 5T 301 DRUID RD W CLEARWATER FL 33756 - 5264 CLEARWATER FL 33756 - 5165 CLEARWATER FL 33756 - 3852 AHRENS, MYRON L AHRENS, SYLVIA G 55 ROGERS ST # 503 CLEARWATER FL 33756 - 5286 LEONARDIS, LOUIS LEONARDIS, LOIS A 707 SPOTTIS WOOOE LN CLEARW A TER FL 33756 - 5267 KOHL, JUTT A R 55 ROGERS ST # 106 CLEARWATER FL 33756 - 5282 HIBBARD, FRANK V HIBBARD, TERESA D 308 DRUID RD W CLEARWATER FL 33756 - 3851 JOHNSON, JAMES B JOHNSON, SUSAN M 312 SPOTTIS WOODE CT CLEARWATER FL 33756 - 5272 HEARD, STEVEN R HEARD, KATHLEEN C 1426 FAIRFIELD ST GLENDALE CA 91201 - 2714 HUGHES, J WARREN HUGHES, NANCY J 55 ROGERS 5T # 204 CLEARWATER FL 33756 - 5283 GILBOA, Y ARIV GTLBOA, RONTT 288 SPOTTIS WOODE CT CLEARWATER FL 33756 - 5268 KRAMER, KENNETH L 15 TURNER ST # I CLEARWATER FL 33756 - 5236 ZILL WEGER, CANDACE M 602 LIME AVE # 503 CLEARWATER FL 33756 - 5241 VIEWPOINT -ON-THE-BA Y CONDO ASSN INC 55 ROGERS ST CLEARW ATER FL 33756 - 5295 CALTAGIRONE, PHILIP K CALTAGIRONE, MARY A MANNHEIM ELEMENTARY SCHOOL UN IT 29938 - _.- GAULT, GEOFF GAULT, LISA 14187 SaBEY MEADOWS CT SARATOGA CA 95070 - 5636 HICKORY GROVE CONDO ASSN INC C/O BOND, LOWELL 9 TURNER ST APT 9 CLEARWATER FL 33756 - 5280 MIXA, DIANE QUINZI, JOSEPH P 55 ROGERS ST # 302 CLEARWATER FL 33756 - 5284 LORDAN, SUSAN R 300 NORTHWAY BALTIMORE MD 21218 - 1112 SAWYER, JOAN M 277 SPOTTIS WOODE CT CLEARWATER FL 33756 - 5269 SCHERER, JOHN E SCHERER, DONNA J 55 ROGERS ST # 102 CLEARWATER FL 33756 - 5282 RODEN, WAYNE V TRE RODEN, SUZANNE M TRE 1787 KNOB RD BURLINGTON WI53105 - 8603 BRUMBACK, ROBERT M BRUMBACK, ANNE C 55 ROGERS ST # P-3 CLEARWATER FL 33756 - 5295 KEDAN, ELLA TRE 2354 HADDON HALL PL CLEARWATER FL 33764 -7510 SHERBURNE, HAVEN 15 TURNER ST # 3 CLEARWATER FL 33756 - 5236 ANDREWS, MARY J 602 LIMEAVE# 101 CLEARWATER FL 33756 - 5244 SMITH, GEORGE R SMITH, DIANE E 55 ROGERS ST # P-4 CLEARWATER FL 33756 - 5295 BARNTHOUSE, JAMES N BARNTHOUSE, MARJORIE B 55 ROGERS ST # P-5 CLEARWATER FL 33756 - 5295 HODAS, ERNIE HODAS, SHIRLEY 35 HARLAM OR BLOOMFIELD HILLS MI 48304- 3314 DIRMANN, JACK DIRMANN, IRENE 602 LIME AVE # 504 CLEARWATER FL 33756 - 5241 , KENNEDY, BARBARA W CONWAY, MARTHA M ~ORNETT, ANN B MILAZZO, PENELOPE L 9 TURNER ST # 7 9 TURNER ST # 10 553 OVERBROOK CLEARWATER FL 33756 - 5280 CLEARWATER FL 33756 - 5280 BELLEAIR FL 33756- SCHNEIDER, ARNOLD Z CURTIS, WILLIAM K YARBROUGH, VICTORIA GROSS, CONSTANCE A CURTIS, LINDA S 9 TURNER ST # 12 55 ROGERS ST # 506 PO BOX 540 CLEARW A TER FL 33756 - 5290 CLEARWATER FL 33756 - 5286 WORCESTER P A 19490 - 0540 CROCHET, JOHN A POWERS, WINFRED W JR BOWER, DONALD 55 ROGERS ST # 402 POWERS, JOAN L MAC NIDER, ELIZABETH CLEARW A TER FL 33756 - 5285 602 LIME AVE # 302 29 PEACH ST CLEARWATER FL 33756 - 5245 CLEARWATER FL 33756 - 5234 ARMENTROUT,MARTHAJ SPINA, JAMES PHILLIPS, S CARTER 55 ROGERS 5T # 103 SPINA, BARBARA 55 ROGERS ST # 403 CLEARWATER FL 33756 - 5282 21 MILL ST CLEARWATER FL 33756 - 5285 LIBERTY NY 12754 - 2010 CONWA Y, WILLIAM C JR WOZENCRAFT, WILLIAM G MUYSKENS, DON 55 ROGERS 5T # 105 WOZENCRAFT, PAMELA A MUYSKENS, BEVERL Y B CLEARW A TER FL 33756 - 5282 294 SPOTTIS WOODE CT 55 ROGERS ST # 404 CLEARWATER FL 33756 - 5268 CLEAR WATER FL 33756 - 5285 CAMELOT OAKS CONDO ASSN DAVIS, LONNIE L MURRAY, SALLY A 602 LIME AVE DAVIS, NAOMI 602 LIME AVE # 404 CLEARW ATER FL 33756 - 5294 2061 MC KAIG RD CLEARWATER FL 33756 - 5241 TROY OH 45373 - 9418 HOWELL, HOWARD L DUNCAN, CHRISTINE A SPOTTIS WOODE HOWELL, ROBIN E 55 ROGERS ST # 202 HOMEOWNERS 701 SPOTTIS WOODE LN CLEARWATER FL 33756 - 5283 ASSOCIA TION INC CLEAR WATER FL 33756 - 5267 C/O WOZENCRAFT, WILLIAM G - ~ - - ~~- & ~- - - - - - -- ST AGENHORST, RONALD W ROOHANA, ADELE M TRE KHA TCHI, CARLO STAGENHORST, FRANCES J 55 ROGERS ST # 104 KHA TCHT, BELL RAFF AELLA 1928 SWEETGUM PL CLEAR WATER FL 33756 - 5282 608 ORANGE AVE PALM HARBOR FL 34684 - 2429 CLEARW ATER FL 33756 - 5231 MESSICK, LAWRENCE T JR MORGAN, HAL HERlE, RA YMOND MESSICK, ALICE B 602 LIME A VB # 602 602 PALM BLUFF ST 306 SPOTTIS WOODE CT CLEARW ATER FL 33756 - 5254 CLEARWATER FL 33755 - 3053 CLEARWATER FL 33756 - 5272 JONES, JANICE L FULLER,KERRY SCHWARTZ, ROBERT 614 ORANGE AVE FULLER, JOELL YNN 602 LIME AVE # 202 CLEARW A TER FL 33756 - 5231 55 ROGERS ST # 405 CLEARWATER FL 33756 - 5244 CLEARWATER FL 33756 - 5285 DECKER, E'LLEN J 602 LIME AVE # 501 CLEARWATER FL 33756 - 5241 HARDICK, RUTH K 55 ROGERS ST # 201 CLEARWATER FL 33756 - 5283 JfRANGE, STEVEN M 1030 SEDEEV A ST CLEARWATER FL 33755 - 1425 HOFFMAN, EDWARD J HUGHES, HARRIET R WESTERHORSTMANN, LOTTE HOFFMAN, ELSIE 15 TURNER ST # 5 602 LIME AVE # 603 55 ROGERS ST # 305 CLEARWATER FL 33756 - 5236 CLEARWATER FL 33756 - 5254 CLEARWATER FL 33756 - 5284 STEINIKE, GEORGE C BUTT, JEAN A TRE URICH, JOE STEINlKE, ALICE S 23656 STONEYRIVER PL 15 TURNER ST # 6 55 ROGERS ST # 504 BONIT A SPGS FL 34135 - 4004 CLEARWATER FL 33756 - 5236 CLEARWATER FL 33756 - 5286 BAUER, ROBERT 0 DAVIS, BEATRICE VAN ROMPAY, BOUD BAUER, PENELOPE J 39 TURNER ST 307 SPOTTIS WOODE CT 55 ROGERS ST # 401 CLEARWATER FL 33756 - 5205 CLEARWATER FL 33756 - 5273 CLEARWATER FL 33756 - 5285 SCALLAN, MARJORIE A TRE MILES, JOHN J EVERETT, PATRICIA 55 ROGERS ST # 301 MILES, BLANCHE PO BOX 803 CLEAR WATER FL 33756 - 5284 55 ROGERS ST # 303 CLEARW A TER FL 33757 - 0803 CLEARW A TER FL 33756 - 5284 SMUK, IRVIN R JOTEQUE INV INC SHINN, MARTHA Y SMUK, AMELIA M 292 GREEN BROOK DR 4287 GREENWOOD DR 55 ROGERS ST # 502 KITCHNER ON N2M 4K2 00030- OKEMOS MI 48864 - 3039 CLEARWATER FL 33756 - 5286 CANADA RUBINSON, ELLIOTT P GIBSON, JAMES C FULLER, HUGH D JR RUBINSON, PAMELA A GIBSON, TANA C 802 DRUID RD S 700 SPOTTIS WOODE LN 300 SPOTTIS WOODE CT CLEARWATER FL 33756 - 3849 CLEAR WATER FL 33756 - 5266 CLEARWATER FL 33756 - 5272 HOUTZ, MARGARET M TRE NASTASI, ROBERT MANCINELLI, VICTOR A 55 ROGERS ST # 406 WONG, HARRY K MANCINELLI, MARY L CLEARWATER FL 33756 - 5285 906 LANEWOOD DR 3410 MEADOW HILL DR SAN JOSE CA 95125 - 2930 SOUTH BEND IN 46614 - 1658 KULAAS, ROBERT H ENG, GARY M BEECHER, GEORGE EST KULAAS, MARION L 15 TURNER ST # 4 CIO AMSOUTH BANK PR 9 TURNER ST # 13 CLEARWATER FL 33756 - 5236 PO BOX 2918 CLEARWATER FL 33756 - 5290 CLEARWATER FL 33757 - 2918 MC SWINE, JUDITH A CHESNUT, JOYCE B WEINTRAUB, LEO 602 LIME AVE # 102 2101 SUNSET POINT RD # 1501 WEINTRAUB, RUTH H CLEARWATER FL 33756 - 5244 CLEARWATER FL 33765 - 1243 602 LIME AVE # 401 CLEARWATER FL 33756 - 5245 . ~ ESPOSITO, GISBERTO ESPOSITO, MARIA 212 DUNANT ST LA V AL PQ H7L 2B6 00030- CANADA BOND, LOWELL M 9 TURNER ST # 9 CLEARWATER FL 33756 - 5280 HENDERSON, SUE A 55 ROGERS ST # P-2 CLEARWATER FL 33756 - 5295 THEROUX, ROBERT J THEROUX, CHARLOTTE 0 55 ROGERS 8T # 206 CLEARWATER FL 33756 - 5283 SPOTTlS "VOODE HOMEOWNERS ASSOCIA nON lNC C/O WOZENCRAFT, WILLIAM G - - - -~- ~ -- - - - - - -- SPOTTlS WOODE HOMEOWNERS ASSOCIA nON INC C/O WOZENCRAFT, WILLIAM G ,LLBRlTTON, OWEN S TRE ALLBRITTON, MARGARET E TRE 55 ROGERS 5T # 306 CLEARWATER FL 33756 - 5284 ZIMMERMAN, RICHARD ZIMMERMAN, PATRICIA 55 ROGERS ST # P-l CLEARWATER FL 33756 - 5295 MC ALLISTER, DARRIN MC ALLISTER, KATHARINE F 302 DRUID RD W CLEARWATER FL 33756 - 3851 ~Iefearwater :: <"',,4L.r __ Printed 7/6/2004 u flmes are subject to change 9:00 a.m. 9:00 am DRAFT ACTION AGENDA DEVELOPMENT REVIEW COMMITTEE j\J\ ,/ "/)" l.... ,--;? '1----- 'v ~ Ii Ie " , Thursday, July 8, 2004 STAFF REVIEW '- Case Number, FLS2004-05029 -- 604 LIME AVE Owner(s)' Barbara W Kennedy 553 Overbrook Bellealf, Fl33756 TELEPHONE No Phone, FAX No Fax, E-MAIL No Email Applicant Bruce Danielson POBox 514 ]ndlan Rocks Bch, FI 337 TELEPHONE 727-46]-7653, FAX 727-46]-1535, E-MAIL No Emall Representative' Henry Hart 6341 20th St N St Petersburg, F] 33702-7107 TELEPHONE 727-562-9442, FAX 866-422-1084, E-MA]L h30@tampabay rr com LocatIOn, I 14 acres ]oeated on the west Side of Lime A venue approxltllately 200 feet south of Turner Street Atlas Page 295A Zoning Dlstnct. LMDR, Low MedIUm Demlty Re~ldentlal Request Plat approval CPL T2004-00007) to create four new re~Identla] ]ot~ and FleXible Standard approval to reduce the ~etbaeks, under the proVISIOns of SectIOn 2-203 C and an Increase In the heIght of an accessory structure from 15 feet to 20 feet, under the proVISIOns of SectIOn 3-20 I 8 The follOWing rcque~t Includes Lot 1 Front Setback - 25 0' ReqUIrement to 17 I' to garage Front Setback - 25 0' ReqUirement to 0 0' to pavemcnt Front Setback - 25 0' ReqUirement to 9 5' to primary <;tructure SIde Setback - 5 0' RGqUlrement to 3 0' to pavement Increase In heIght of an accessory structurc from 15 feet to 20 feet Lot 2 Front Setback - 25 0' ReqUirement to 0 0' to p,lVcmcnt Front Setback - 25 0' ReqUirement to 17 0' to fountam structure Lot 3 Front Setback - 25 0' Rcqulfemcnt to 20 0' to garage Front Setback - 25 0' ReqUirement to 00' to pavcmcnt Increase m height of an accessory structure from 15 fect to 20 feet Lot 4 Front Setback - 25 0' Requlfcment to 15 25' to primary structure Front Setback - 25 0' ReqUirement to 8 75' to primary ~tructure Front Sctback - 25 0' ReqUirement to 220' to sWlmmmg pool and Front Sctback - 25 0' ReqUirement to 0 00' to pavement Proposed Use Detached dwelling Neighborhood No Neighborhood AssocatlOll Data AssoclatlOn(s): Prcscnter, John Schodt1cr, Planner] Attendees Included John Schodtler, ChIp Gerlock, Scott Rice The DRC reviewed thiS applicatIOn With thc follOWing comments: General Engmccrlng, ..-/ Deve]opmwt Revlcw Agenda - Thursday July 8, 2004 - Page I ~ 1) Need 10 ln~tall a 4 II ~Idcwalk along onc ~lde of the, pnvdle road (Commumty Development "-.) Code SectIOn 3-1907) 2) Ne,cd to m<;lall a 4 f1 (mln) sidewalk along LIme Avenue, 5 ft If,at back of wrb (Commulllty Development Code Sectton 3-1701) 3) Need to submll a utll1ty sheet 3) There may be addltlOnal comments based on the utthty sheet when ~ubmltted All ofthc abovc to be addressed pnor to DO The following to be addressed pnor to bUilding permIt 1) rmal plat recorded wIth Plnellas County pnor to the Issuance ofa bUilding permIt ENGINEERING PL T2004-00005 CONDITION I) Fmal plat apphcatlon and plat to be submitted 10 the Englneenng Department Plat mu~t be approved by CIty CouncIl pnor to recording wIth Pmellas County Ii: nVI ro nmental' No Issues FIre: How wIll Fire or Emergency eqUIpment enter the property? If they have to pa~s through a gate, what IS the heIght? A mm I mum he I ght of 13 ] 12 feet I!:. reqUl red m 7 1/2 foot sIde setback wIll negate any openmgs m the sIde of the bulldmgs (as per Flonda Bldg Code) 3 Are each of the owners takmg fee sImple ownershIp of then respective ]ols" What IS the occupancy type as per bUlldmg code? Ie R-2, R-3 4 ProvIde a gate entry system as per Pme1ta~ County Ordmance 98-4 5 ProvIde a Fire Hydrant wlthm 500 feet of the the most remote lot 6 Will the<;e homes have Fne Spnnkler Systems? Ifso, additIOnal reqUIrements are neee<;sary Harbor Master, No Comments Legal No Comments LaGResources' I ProvIde a utIlity plan pnor to D 0 Tree~ along the RIghts of Way mu~t be concldered pnor to deSIgn f2:... TL" ;!.Tell (If f)3. en,wt Fleare~t the trilB~ to remall~ ~h:lll he comtructed of concrete on gradr. :l" l:G. U preserve the eXlstmg root mass ot the trees Kevlse plans LU lIldlC3U: dll~ ,J,allt;<;; aud "I:IBffilt f-er ~ La ndsca pi ng' I No Issues Parks and Recreahon: RecreatJon FacIlIty Impact fees of $200 per new resIdentIal umt ar<- due pnor to bUIlding permIt Issuance or final plat, whichever occurs first (credIt WIll be given for the prevlOus single famIly resldcnce) Contact Deb RIchter 727-562-4817 (S!ormwater) I I Need to show Internal drainage system for each lot and underdram~ that are recommended by the geoteehmeal report 2 Plans need to show addltJonal propo,>ed grdde,> ddJdcent to north/,>outh property hnes 3 Grade dJtlerenees at north/south property I1nes are extreme, WIll stemwall foundatIOns be con~tructed? Cros~ !:.eGtlOn<; would be helpful 4 Show where roof drams wlil tIe mto pond and where plpmg WIll be located 5 Base lllle~ for cros~ ~ectlOm arc ,>hown on the, pl,ms, but unable to locate the ero"" seetlOn~ 6 Need to check structurdlloadmg rcqUlrcments wIth fire department It j" bel1eved that HS20 10ddlllg IS reqUired for the mlet In the road All of the above needs to be resolved pflor to D 0 Solid Waste No Comments Traffic Engmeenng DevdopmLnt RevlCw Agenda - Thursday, July 8,2004 - Page 2 e, I Show 20' x 20' ~Ight dl ~tdnGe trldnglcs on the SIte plcin The trldngle~ arc mea,>ured from the property I1I1e and mu~t be ~hown dt dll dCCC~:i> entrdnee:i>/drlveway" per (CIty of Clearwater's Lcind Development Code SectlOn 3-904) ObJcct'> wlthlll the '>Ight distance tnangles must not exceed 30" 10 height from the pavement 2 Show how galcs wIll bc operated 1 e gate console 3 Provldc a diagram showlIlg dlmenslOns (height width etc) and type of wall/fence/gate proposed 4 All of the dbove to be dddre%ed pnor to DO Traffic Impdct Fee of $7,692 to be pald pnor to C 0 Planmng: I Need notorlzed letter of authorlzatlon from all property owners on City'S form 2 Please venfy number of dwelhng umt~ -- melude carnage hou<;e<; 3 Need square footage of the one Cdr gardge locdted under the Cdrnage house 4 ReVise rcq lIC,>t to lIlcreace the height of the accessory structures all Lots I dlld 3 from 15 feet to 20 fcet Plans need to be revised to show the dCCe:i>~ory structures wIth a maxImum hClght of no greater than 20 feet Other' No Commcnts Notes Please submIt _ copIes of the revI<;ed plan,> and apphcatlOll malienal addressmg all the above depdrtment~' comments by / / Development Rev1Cw Agenda - Thursday, July 8, 2004 - Pdge 3 Schodtler, John From Sent To Subject Haines, Angel Wednesday, July 07,2004 1037 AM Schodtler, John Message - Nathan HIghtower re 604 lime Ave (10 DRC tomorrow) Has questions to seek relief for what the applicants are requesting (height, SB, etc) He also has concerns on behalf of the surrounding property owners he would like to talk to you about He asked for you to call him at 441-8966 Thanks Angel Haines Semor Staff AssIstant Planmng Department CIty of Clearwater (727) 562-4579 1 iUL-07-2004 15 59 MRCfRRLRNE FERGUSON 727 442 8470 P 01 MACFARLANE FERGUSON & MCMULLEN Attorneys and Counselors at Law PERSONAL AND CONFIDENTIAL FAX TRANSMITTAL FORM ATTENTION John Schodtler FIRM NAME CIty of Clearwater Plannmg Dept RECE~VED FROM DATE FAX NO, 'PHONE NO ' R Nathan HIghtower July 7. 2004 562-4576 JUL 0 8 200~ PLANNING DEPARTMENT CITY OF CLEARWATER Number of Pages .3 (mcludlng cover page) ChentIMatter # SpottlS Wood AsSOClatJ.on Sender: If there IS a problem Wlth thiS transmIssIon, please contact Audra at (727) 441-8966 Message FAX NO.: (727) 442-8470 TELEPHONE NO.: (727) 441-8966 Mailing Address. POBOX 1669 Clearwater, Flonda 33757 ~ONFIDENTIALITY NOTICE THE INFOR.l\fA TION CONTAl:N'ED IN THIS FACSIMfLE MESSAGE IS ATTORNEY-CLIENT PRIVILEGED AND CONFIDENTIAL INFORMATION INTENDED ONLY FOR THE USE OF THE ADDRESSEE. IF THE READER OF THIS MESSAGE IS NOT TIlE INTENDED RECIPIENT, COMMUNICATION OF THIS MA TERJAL lS STRlCTL Y PROHIBITED. IF YOU HA VF. RltCErvEO TffiS COMMUNICATION IN ERROR, PLEASE IMMEDIATELY NOTIFY US BY TELEPHONE (COLLECT IF l'I'ECESSARY) AND RETURN THE ORIGINAL :MESSAGE TO US AT THE ABOVE ADDRESS VIA THE U.s. POSTAL SERVICE. THANK YOU. IUL-07-2004 15 59 M~CFRRLRNE FERGUSON 727 442 8470 P 02 'MACFARLANE FERGUSON & McMuLLEN ATTORNEY5 ANt:! COLlN5E:LOF;S AT LAW TA",PA FL.OR'~A 'lJ'l''''''! l>~lJ ",<;11,,1>>1' ST'REET P 0 ..:.;< r~~>l 'ZiP :337::17' c:..,u,_"'TER FI.O"";'''' ~:!756 (7 ;tTI 441 ae66 F"'" <:."".....2 8.70 I SO I SO\JT,.. ..-~o"',o" "YEN"'!: J..K!:'l..ANO FLaRIC~ ::J.~C10~ '6<H' ~.o90S FN< 'O<l~) $.S3 2849 400 NORTH '1''''''1'''''' ST,".l:ET SU ITE: 2..00 PO "OX ,".'l' IZIP 330011 leu~l 273 4200 F',A,X. U:lI~~ e?9 .r:I.988 www m1,,.liegal oom l<"'AI~ InloQmlml,,~,,1 <lom 'N Rl:~L. Y RE:FER TO' Clearwater July 7,2004 Via Facsimile and U.S. Mail John Scbodtler. Development Review Specialist CIty of Clearwater Plannrng Department Mumclpal Services BUIlding 100 South Myrtle Avenue Clearwater, Flonda 33756 Re. Notlc~ "1 Fllmg of an Applzcatlon for FlexIble Standard Development Approval at 604 Lime Avenue Dear Mr Scbodtler Please be adVIsed that tlus ftrm represents the Spottis Wood ASSOcIation and Jim Gibson, mdIvidually Both of our cbents are located withm 200 feet of the property located at 604 LIme Avenue. Clearwater and were ill rece1pt of the June 21,2004 Notice of Flhng of an ApphcatlOn for FleXIble Standard Development Approval Despite the efforts of both our chent and myself, diSCUSSion WIth you regardmg concerns about tlus project have not been possIble Your lack of responsIveness to the Clttzens of the City of Clearwater IS appalhng Specifically with regards to the AppbcatIon, our chents have the following concerns 1. The Not1ce dated hUle 21, 2004 does not provide suffiCIent time for adJ01mng property owners to meet WIth CIty staff (espectally when they don't respond to phone calls and emaIIs) nor was ample tIme avaIlable to thoroughly reVIeW the proposed proJect. Wlule the NotIce mdicates that the r'earhest date" that the CIty WIll make a deCISIon IS July 8, 2004, It IS our W1derstanding that July 8 is the dec1sIon date. 2 Specifically addressmg the proposed plan, the applicant md1cates a total project area of 49,693 square feet. Our chents have reason to believe that the property IS closer to 45,000 sq ft., and that the difference 15 a.ttnbuted to submerged land In any event, confirmation by survey of the square footage is requested 3 WIule our chents are uncertam as to any applIcable mmunum lot size the ask that you c0n51der same LD the reVIew of the proposed project and set back and height rehefrequested }UL-07-2004 16 59 MAC~ARLANE FERGUSON 727 442 8470 pm July 7,2004 Page 2 4 The set backs reflected m the project proposal along the southerly boundanes of proposed lots 3 and 4 reflect 7 1/2 feet Based upon the layout of the proposed development, the southerly boundary would appear to be the rear of the reSIdences, and not the sIde Therefore the rear set back should apply Additionally, the project dIscloses no landscape or other buffer along the southern houndary WhICh our clIents beheve 1S cntlcal to ensure all parties privacy 5 Of sIgr:llficant concern 1S the locatIon of au condIhorung condensers and/or alr handlers/heat pumps, as locanng same m the set back area between lots 3 and 4 and the southerly property lme will const1tute possIble nOIse problems for our clIents 6 The informatIon available does not d1sclose any dramage plan or 1denufy how stann wa.ter run off WIll be directed to the pond located on the west end of the project Further review of such a draJ.nage plan at tlns stage would appear appropnate 7 Based upon the heIght vanances sought for some of the garages, I am asswmng the developer proposes hvmg quarters above the garage The plan does not ldentIfy which garages are contemplated to include upstaJrs hvmg quarters, SaId mformahon necessary for our cltents' proper reYlew and comment on the requested heIght variance. SpottI.s Wood ASSOCIatIOn does not dIsapprove of a project propOSIng four (4) smgle fatnlly residences at the LIme Avenue 10catlOn. However, it IS appropriate for a careful reVIeW of thts proposal in lIght of the fifteen (15) d1fferent vanances requested by the Applicant As such, our chentsl request that careful conSIderatIon be gwen to an extenSIon of tIme pnor to the Issuance of a Development Order to allow for suffiCIent study In the altematlve, 1t 1S requested that any Development Order address the ISSUes ralsed by thlS letter and that of the Camelot Oaks CondoffiImurn ASSOCIatIon located directly to the north of tIus property R Nathan Hlghtower RNH/amd cc, Jnn GIbson Spottls Wood Associatton WIlham Home TOTAL P.03 0~/11/2004 08:35 650745138J LORDAN ASSOCIATES PAGE 01 LORDAN Associllles Esecudve San:b Services I I I ReCE~VED I Fax Cover PUL 0 8 200~ 1 I PLAN~ING DEPARTMENT CITYiOF CLEARWATER ! ! Date: '1 /7 /01. I I I i Total of Pages (Includes Cover) I It) I , I I Attention: t ) (j A IJ 6 cJz CJ d fI-/!f' . Fax Number: 52Pd -- Lfr(p~ : , I'x'om : , , Susan Lordan, Lordan A$sooiat&s I I Subject: I I i Notes: /1-I1ttc/J~tI Yf1L{ U-1'I/ hl1[) tJo/ /..e~ I- 0.Cthlt--lur.LJ 111 reJf1(/k).L h PL ~()L/-()J71d-9, ~ - R & '. &01 ~(n1( ~ I , " I ! JlJ1I'lI have ,..Md ddt ,...... error. p-. DOIIIY '!If '" ~ Im-'''~,>,. CONJ1I)ENTJALITY 0,. FACSIMILE TRANSMISSION 17u mj'U11fIIItion lX1IfbIJ1fd in tbit f~ wtaMlRt " ctJIIfi*ntUd QlfdltJT' propritttuy blfonrtlltlmt rilHntkd cHt~ 'or tAt ~IJ of 1M i1uIl!Iithufl or DIldy IUIIMII 011 "" II'tIIPmiDIDIf ,,,. Ifyoa an IIOt tile ~ twdpieJrt, 1(11I tI,rI1 hrtby IUItIJinI _tit -, rlilcWMre, mpyUIg, ~ (If 1M tduIg oj /lit,)' tu.1l.oft III rr:lUutce M tile. COIIUItts of tJrU ~ J/tformtItion I.J pmlrlbiUd, Glrtl'" t/u ~ dDllld be dn1:rvyeI b'fmt~~ I I 6011...ime Avenue. _2 Clearwater. FL 33756 . Phone: 727441-4103 . Fall;: 650-745-1381 E-mail &lord8l1@ktrdanallociak:l.eom. http://www.lordlUlMaociata.eom i 0~/11/2004 08.35 550745138l LORDAN ASSOCIATEc PAGE 02 July 7, 2004 Mr, John Schodtlet Developrner:d: Review Speetalist C~ of Clearwater 100 S, Myrtle Ave. Cleanqter, FL 33756 Dear Mr Scbodt1cr. We are writlllg to you m respoIIBC to the .oobccS sent to the owners of Camelot Oaks CoPdonunium (602 Lime Ave) regardtna F1exible StaIldard Development ApplicatIOn at 604 Lime Ave. (FIl.S2004-0S029) Plealle lea: this letter IllalId it Our group I'e8pORIIe to the proposed ex<:epf1Orl$ f'<<Iuested lD the fleXIble Standard De\<elopment Application Attached you will find the signatures of 9 propert}! 1)wI1et'5 lit Camelot Oaks in support of these objectJon& These Slgnatul'Cl represent most of our permanent rW-tdem The tnning of yOUl Jetter dId not allow for us to contact OW' ab$e:ntee owners and you need ~ beat that in mmd Reau_ for ...l'MItiftna to hmht merM- nd It!tbadm: The mere filet that 1.5 ~ions to lIetbKk and (or beiSbt restnc:hOnS are required for the proposed development is evidence that these plans Ate excessive for the lot's capacity We are C(Jrl(lt:med that: tbisshoehomed approach will result 1ft a eommurnty that IS not m keepiPg with the overa1l appcraranee of Q\1f neJghborbood We r.rize that .brore than one hDme can be butl1 upon tins lot, but fout enormous homes.,. plus garages, carnage houses Wlth apartments and pools OD a 1 14 IICJ'e lot 1& not in keepl.D8 W1tb the Vl.sW lIIid feehng of openness which ~e balImarks for Harbor Ow Moreover, shoehorning in all these house!l requires the sacrifice of two of! the three butoric oaks for wbtcb the neighborhood 1111 named What 1S the pourt of regulations to preserve Jhese trees If all . developer need is to ask to aJt thezn down or sa 5OD1e p8ld.for arbomt to say 1M)' IlJ'e l~ poor condlbQu? Several city plannmg members have !lUggested that wetbould not bee concemed about these vanances because they are mtemal to the: project, but then we must uk why these wmng requirements m.st If chelr purpose is not to define the look and feel of the communIty, Taken md.1V1dually, the setback ~ons requested do not ~ that great However, luthis space were recllUDed m the project, we believe It would require the eJllmnatwn mone of the bomelllDdlor the twO carnage houses, thus creating II D10te IlJIpealmg. opeD feehng communtty that IS more IIi keepmg with our neighborhood I CODCfII'IU abeA' DnI~Hf: luua Giveo the slope oftbe property, and knowlDg how water rushes down our dnvew8y11 at Camelot Ow into our large drains In spite of all our vegetation and open dnveway block8. we can't help but be concerned about the storm water pond planned for the property WItb the asphalt dnveway (not open block driveways) ancl all the hou$es, garages, pool decks, db we envtsion that this pond will be coRboually full ofl1JJl off water and wtll be an Joorfldible breedmg grQund for mosquitoes Smce the pond 1S adjacent to our pool area, we are concerned about JtlI seepasf: potential and subsequent health ISSUes tOr our pool frequc:ntef8.. We believe that upholdIR8 the Ietbacks WllI ~ addmonal permeable land which wtll DwumlZO thIs potential problem 10 addibon, we would hke to ask that 5tlme kmd of ClmllatlOD system be placed ID thiS pond SO that It 18 not a cortJtant, stagnant pool We must only look to the ab-.tement baffle at tho Turner fisbtng plCT to undl!t9tand that the CIty faces .vcre engmeerma eballenges where lUll oft'wate:r 18 concerned SummA": We are reIl8Ot1able people here at Camelot Oaks We know that 604 Lune Ave WIll not rertIa1n empty and our VJeW'S and pnwcy will be affected to IIOme measure no matter what IS built on the property, But we ask that you uphold the setbacks and height restrictiOns, tberfly encouraging the developen to aeBte a plan that fits the property envelope and conforms to the overall appear1lll" of the neighborhood. We hope yOU \\iI.I give scnou~ COftSl(lel'aUOD to oor objett1ons and ~nocmts S lllCfJtely. Concel:ned Owners of Camelot Oaks CondomslUillDs (see attached signatures) 0~/11/2004 08 35 550745138' LORDAN ASSOCIATt~ i Signature(s) in SUpport of Attached Appeal Letter -Response to FLS2004-OS029) Umt#SO( . JEcfe-F:d~r~ N S) ofOwner(s) c::~-~ SIgnatures PAGE 03 ~4/11/2004 08.35 5507451381 LORDAN ASSOCIATF~ PAGE 04 Slgnature(S) in Support of Attached Appeal Letter -Response to FLS2004~5029) I Dmt # tR()3 & .)~ --f?~ T ----J I lQ<~ ~${CI\ h ~sT~<!.."",~ Name(s) orOwner(s) '1 Signatures ~4/11/2004 08.35 550745138' LORDAN ASSOCIAT~~ I I ! Slgnature(S) m SUpport of Attached Appeal Letter -Response to FLS2004-bS029) Urnt # ~ or-- :r'.nH L ''PD'LJ ~~'i Name(s) ofOwner(s) W'N~~;tv ~~S I I I 0WyJ-f~ PAGE 05 ~4/11/2004 08:35 650745138' LORDAN ASSOCIATF~ I I Slgnature(S) In Support of Attached Appeal Letter -Response to FLS2004..'OS029) I Umt # 111/ ~~ 1'~ .l1aJPHI\5 Name(s ofOwner(s) (,O'J,. \.....\.r"Y\~ ~ ~ 10 I I ~~ G. ub... h>"';) 81 (Po~ \....lM.~ ~~ 10f PAGE 06 0~/11/2004 08:35 6507451381 LORDAN ASSOCIATEc SignatUre(s) in Support of Attached Appeal Letter -Response to FLS2004-05029) I Utut#.ML JJ1u~ Name(s) ofOwner(s) ~tL'( Si A,l.9~ I PAGE 07 0~/11/2004 08:35 6507451381- LORDAN ASSOCIAT~r I I I Slgnature(S) m SUpport of Attached Appeal Letter -Response to FLS2004.bS029) I I Urnt # '30,) .....- I J 0 o...n,...f NIJJirlJ~ I ~~' SignatureS I ~ A}~r.k' PAGE 08 Q4/11/2004 08'35 65074513P' LORDAN ASSOCIATF~ Slgnature(S) 10 SUpport of Attached Appeal Letter -Response to FLS2004-O,S029) Umt # 52J:L. ~t(1-~n jA~ · Name(s) ofOWner(s) xb-~cfn-~ Sl _ tures PAGE 09 04/11/2004 08.35 6507451~Q1 LORDAN ASSOCIAT' Signature(s) in SUpport of Attached Appeal Letter-Response to FLS2004-05029) Umt# ~/bl & ~/I/77:>fl/fi N e(S) of Owner(s) /0 ~V7:erf9d.a I ~d~6 Signatures ~ ~;;~~<-t'~ PAGE 10 June 29 2004 Dear Mayor and City Council , ' Let me introduce myself My name is E J Decker~Paris, I owned a'condo at ~02 Lime Ave (Camelot ... ; ~.... - 'Oakes) I have liv~ m the, city of Clearwater for thIrty-four years and h~ve 'o~ed four pIeceS of property In the I' ~ \" ~ t r I r ./' l .. - -~ \ city ~,' I I am wnting in regard to the property at 604 Lime Ave It is the old Webb home, IS now a vacant lot I received a letter from the City ofC]earwater planmng department (Copy enclosed) The reVIew committee meetmg is July 8 at 9 00 AM I called and talked to a Sherry in John Schodtler's Office, she told me we could attend the meeting but won't be allowed to speak A few years ago there was a property on Orange Ave The back of the property is on Lime Ave They wanted to buIld a house and were askIng for FleXible Standards, smce it is a separate lot We received several notices about it from the city The last meetmg was held In front of the mayor and City Council and any mterested party was allowed to speak Sherry told me this is the first and only letter and it wdl not go before the Mayor and City Councd There WIll be no pubhc discuSSlOtI, therefore no neIghborhood mput I feel tlus matter IS too Important an Issue not to have any pubhc and neIghborhood discussion Tlus lot , ... " preVIously had a single home on It Sherry,told me up to eIght smgle homes could be built on ~his lot The . , ' t l '1' request IS for four 4000 sq~are foot homes, two carnage houses With apartments above and four pools This lot " IS only 120 by 200 feet I feel the scale of the development for this project is too large for this lot Size and not In keeping With the appearance of the neighborhood I understand we need to make the City as beautIful as possible. I tlunk two house are more In keeping with the neighborhood The people in local neighborhoods need to have input, since this has a huge impact on them I feel m tlus SItuation we are being completely left out, except for the letter that we can WIlte wluch will not be read at the meetmg TIus project is not in the best interest of our neighborhood, sometlung on a smaller scale would be more appropnate I wil11l18l1 a copy of tlus letter to your office and WIl] hand deliver one SInce time IS qUIckly approaching the July 8 deadlme A response from your office would be a greatly appreciated I can be reached by telephone at 727-531-3963 or e-mail tparis@tampabay IT com, Thank you C::'tt< ~- fJ~ FfECl:IVED JUL 0 PLAN 6 2004 Cg IVING 0 1Y OF C~~7M12ivr (4T€R ~ ;(::,:1;}i (j)rwater >-.1 >;i I~u r- - ~_ : ~JI~ u FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARW A TER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: H~ W~ FAX: <{~ is, - 42.2..- I DcgJ.j- Phone: FROM: c)DhYi S~I~ Phone: DATE: 0"7010"'" SUBJECT: V I ~ c..u~A (PO~ J.....1 ME 5, FL-S '2-o0-'t~ OS-02..' MESSAGE: D I NUMBER OF PAGES(INCLUDING THIS PAGE) ~ , \ ~":clearwater J-- 1(''+- CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 WWW MYCLEARWATER COM u June 21,2004 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 604 LIME AVE (FLS2004-0S029) To Surroundmg Property Owners As a property owner wlthm 200 feet of604 LIME AVE, the City of Clearwater Planmng Department gives notice that an applIcatIOn for Plat approval (pt T2004-00007) to create four new residential lots and Flexible Standard approval to reduce the setbacks, under the provIsions of Section 2-203 C and an Increase III the height of an accessory !>tructure from 15 feet to 20 feet, under the provISIons of Section 3-201 8 On July 08,2004, the Development Review Conumttce (composed of the City's profe!>slOnal staff) will review and determme whether the application demonstrates comphance with the City's Community Development Code Followmg that revieW and detenmmatiOn, the Plannmg Director wlills5ue a Development Order approvmg, approvmg wlth conditions, or denymg the application The earliest date that the City will make a dec!slOn on the applicatIOn will be July 08,2004 The City encourages you to participate m the review of this apphcatlOn You may contact me at 727-562-4604 or John Schodtler@myclearwater com for further mformation, VISit our office to reVlew the files and/or submit wntten conunents to be consIdered III the City's reVieW of the application Please be advI!>ed that the applicant may submIt additional or new mformatlOn regardIng this case, which you may review dunng regular busmess hours However, no further notice will be provIded to you should the application be amended An appeal of the decIsIOn of the Plannmg Director may be mltiated by the applicant or property owners wlthm the reqUired notice area who present competent substantial eVldence at, or pnor to, the Development Review Conumttee meetmg on July 08,2004 An appeal must be filed, mdudmg an appeal fee, with the Planmng Department Wlthm seven days of the date of the Development Order Thank you for your mterest m the City of Clearwater's development review process You may access our Planmng Department through the City'S webslte www myclearwater com Smeerely yours, (/QtvvJJ~ Jo~chodtler Development Revlew Specialist RECE/lilED JUN' !=J it 9 2001. 'LAAH\ I ., Ctry,v'NG D OF CLi;AR7"M€N RWA7"ER 7" Leller o(Complelel1ess - FI !;.2004-05029 - 604 LIME A VE ~ J""' ~, t - - CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FLORIDA 33756 ~7~ ...<( n: ..l r..j; ~.> tr.l./'""'"'"" uWJ lrCl::; 0..- '" ATTEMPTED NOT KNOWN ,fr HER~' YMOND - - , t\ CH NUMBER 0 ~- J..) 602 P LUFF ST ! Nc SU <)D J ~CARRlINITIAL~ DATE -..I..J2L A TER FL~.5 - 3053 ! ROUTE NO':'-' I fIJIII'" I "--- ~ ~ ! -~- - - - 1l"1 ~~ ~ di~ 0 0.3 7 : : H METEFL700088 : ;~arwater C I T Y 0 F C L E tR W ATE R PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 WWW MYCLEARW ATER COM o June 10, 2004 Henry Hart 6341 20th St N St Petersburg, F133702-7107 RE FLS2004-05029 -- 604 LIME AVE -- Letter of Completeness Dear Henry Hart The Plannmg Staff has entered your applIcatIon mto the Department's filmg system and assIgned the case number FLS2004-05029 After a prel1mmary reVIew of the submItted documents, staff has determIned that the applIcatIOn IS Comnlcte The Development RevIew Committee (ORC) will review the applIcatIOn for sufficiency on July 08, 2004, m the Plannmg Department conference room - Room 216 - on the second floor of the Mumclpal Services BUIldIng The bUIldIng IS located at 100 South Myrtle Avenue In downtown Clearwater Please call Sherry Watkms, AdmlmstratlVe Analyst, at 727-562-4582 no earlIer than one week pnor to the meetmg date for the approximate tIme that your case will be reviewed You or your representative (as apphcable) must be present to answer any questIOns that the DRC may have regardmg your applIcatIOn AddItIonal comments may be generated by the ORC at the time of the meeting If you have any questIOns, please do not heSItate to contact me at 727-562-4604 or John Schodtler@myclearwater corn Smcerely yours, Development Review SpecIahst Leltel of Completeness - FLS2004-0'i029 - 604 LIME AVE DRC Mectmg Date Ca<;c Number Apphcant Address Ju]y 8. 2004 F LS2004-05029/P L T2004-00007 Mr Bruee Damc1son 604 Lime Street CITY OF CU:ARW A TER PLANNING D!!:PARTMENT DRAFT STAFF REPORT G!!:N!!:RAL INFORMATION' REQUEST FleXible Standard Development approval and Pldt dpprovdl to credte four new resldentla] lots and f]exlble Stdnddrd dpprovd] to reduce the setbacks, under the provIsIOns of SectIOn 2-203 C dnd ,In merea<;e m the height of an accessory structure from 15 feet to 20 teet, under the provlSlon<; of SectIon 3-20 I 8 The reque<;t mclude<; Lot I Front Setbdck - 25 0' ReqUIrement to 17 I' to garage Front Setbdck - 25 0' Requirement to 0 0' to pavement Front Setback - 25 0' ReqUIrement to 9 5' to pnmary structure Side Setbdek - 5 0' ReqUirement to 3 0' to pavement Increase m heIght of an accessory structure from 15 feet to 20 feet Lot 2 Front Setbdck - 25 0' R(,qUlrement to 0 0' to pavement front Setback - 25 0' ReqUirement to 17 0' to fountdm <,tructure Lot 3 Front Setbd(,k - 25 0' ReqUIrement to 20 0' to garage Front Setback - 25 0' ReqUIrement to 0 0' 10 pavement Incredse m height of ,In aeees<;ory structure from 15 feet to 20 feet Lot 4 Front Setbd(,k - 25 0' ReqUIrement to 1525' to pnmary structure Front Setback - 25 0' ReqUirement to 8 75' to pnmdry structure Front Setback - 25 0' ReqUIrement to 22 0' to sWlmmmg pool front Setbdck - 25 0' Rcqulrement to 0 00' to pavement EXISTING ZONING/LAND US!!:: Low Medium D<:n&lty Residential (LMDR), Resldentldl MedIUm Cld~~tfiCdtlon (RM) PROPERTY USE: Current Use Propo&ed U,>e Vacdnt Four Smg]e-Famt]y resldentldl dwellmgs ADJACENT/ZONING LAND US[S North West East South Multl-faml]Y re&ldenttal Prescrvatlon - Inter Coastal Waterway Smgle-famlly residential Smg]e-faml]Y resldentla] CHARACTER OF THE IMMEDIATE VICINITY. Smgle-famlly dwellings dommate the Immediate vlclmty ANALYSIS: Th(, 1 14 acres located on the west &Ide of LIme A venue approxlmdtcly 200 feet south of Turner Street IS located wlthm d resldenttally developed ared of smg1e-famt1y homes With multl-fdml]Y resldentla] dwellmgs to the north The proposed construction of four smg]e-fanu]y residences and their dcce~~ory structures should provide a good buffer between the multl- faml]Y resldentld] to the north and the smgle falmly to the ea,>t and south The Resldentldl MedIUm land use category allows a maximum den&lty of seventeen dwe]hng Ul11t~, and the Low MedIUm DenSIty Resldentldl zOl11ng dlstnet eharaetenstle conSIsts primarily of sll1g]e-fdmlly home<; rhe setback reductions Me prlman]y due to the proposed pnvate road that Will prOVide access to the two waterfront properties All proposcd exterior ')etbacks arc to bc met and or exceeded With the ex(,cptlOn of the front setback along Lime S If/an"",!; f)epanmellllC D B1Standwd FlerlPe"dll1!; Casesl3 - Upjor Iile Ne~1 DRCIL"ne Ave 6041L1me SI604 SlajTReporl doc- Page 1 Street, due to a dedlcdtIon of ten feet off the front property to be converted to street nght of way The purpose of the dedIcatIOn IS to provIde a street nght of way width consIstent with the rest of the block The height of the proposed single-famIly dwellings will remain consIstent with surrounding <;lngle-famlly dwellings In the commumty A maxImum of thirty feet IS allowed for the pnmary ~tructures and the dccessory structures are limited to fifteen feet ThIs request also Ineludes a request to Increase the maxImum heIght of accessory structures to a maximum of twenty feet allowed by code All appllcdble Code reqUIrements and cntena including but not hmlted to General Apphcablllty cntend (SectIOn 3-913 A) and Detached Dwelhng, ResIdential Infill cntena (SectIOn 2-203 C) have been met CODE ENFORCEMENT ANALYSIS There are no out~tandlng enforcement Issues assocIated with thIs sIte GENERAL STANDARDS (SectIon 3-913) Development of the land will be In harmony wIth the scale, bulk, coverage, density and character of adjacent properties ConsIstent Inconsistent [X] [ ] 2 Development WIll not hinder or dIscourage development and use of adjacent land and bUlldlng& or slgmficantly Impair the value thereof [X] [ ] 3 Development will not adver<;ely dffect the health or safety of persons resIding or working In the neighborhood [X] [ ] 4 Development IS designed to mlnlmlZe traffic congestion [X] [ ] 5 Development IS consistent WIth the commumty character of the ImmedIate vlclmty [X] [ ] 6 De<;lgn of the proposed development mlmmlzes advcr~e effects, Ineludlng VI&Udl, acoustlC and olfactory and hours of operatIOn Impacts on adjacent properties [X] [ ] SUMMARY AND RECOMMENDATION The Development Review Committee revlCwed the applicatIOn dnd supporting matcnals on July 8, 2004 The Planmng Department recommends APPROVAL of the FlexIble Stdndard Development approval and Plat approval to create four new residentIal lots and FlexIble Standdrd dpproval to reduce the setbacks, under the prOVISIOns of SectIon 2-203 C and an Increase In the heIght of .In accessory <;tructure from 15 feet to 20 feet, under the prOVI&IOnS of SectIOn 3-20 I 8 on the follOWing bases and condltlOn~ Bases for Approval I The proposal complies WIth the FlexIble Development cntena as a Detdched Dwelling per SectIOn 2-203 C '; \P[alllllllg DepOl tmel1llC D B\ ';((/Ildard rle...:\Pelldlllg Cases\3 - Up [Of the Ne\l DRC\Llme Ave 6041LIllle ~t 604 Staj] Repof t doc- Page 2 2 The propo~al I~ In compltance with other ~tandard~ In the Code Includmg the General Applicability Cntena per SeetlOn 3-913 3 The development I~ compatIble with the ~llrrollndlllg area and wIll enhance other redevelopment efforts Condltlom of Approval I Prepared by Planmng Department Staff John Schodt1cr, Planner] S" 1Plllnmng Dppw ImellllC D BlSlandar d nn Wendmg Casesl'! - Up jor the Nell DRCILlme A \ e 60.J1LmJi: St 604 Sta}] Rppoll do(- Page 3 o16 (foVH30 DESIGN Cm hfiCale of A IJthorl~Qhon /VA 9397 63-11 20'" Street North 81 P~I~fSbufg. Flond:133702-7107 727-510-6611 f3"- (toll fre~) 1.866422-108-1 Mr John Schodtler City of Clearwater Planning Department Municipal ServIces BUildIng 100 South Myrtle Avenue Clearwater, FL 33756 June 4,2004 Re FLS2004-05029 604 Lime Avenue - Villa Cuesta Resubmlttal - Application Completeness Dear Mr Schodtler, Enclosed please find fifteen (15) sets of plans for the above referenced project In accordance with your May 26, 2004 letter of review we offering the follOWing 0) A notarized letter of authOrization (10 City form) IS attached v 2) A letter of authOrization for Henry Hart as agent IS attached __ 3) Project deSCription has been revised as per your request S-(fbllc44) Site data has been revised, listing each lot data separately ~ ~) A stormwater plan WIth drainage calculations IS enclosed /'6) The number of dwelhng Units Including the carnage houses (garages) IS Included In the Site data 7) Budding elevations have been added to the architectural elevation plan - Should you have any questions or reqUire additional Information so that our request may be granted, please do not heSitate to contact us at (727) 526-9442 . /r enry Hart/ Vice PreSident CIVil Engineering Department cc Bruce Danielson, JCH, HH, file Sto! mllOter ff'QslellOlel Potcole if orel DeSign ,r Pelmlltrng Site Pial/fling DeSign & Consulting fm D~e1opel s & Conti aClal S FDE? PCPHU DERM SJRIVMD SJ/rFJIIMD SFfI'MD ~\ ;rcIiarwater -~/-~ U CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIP AL SERVICES BUILDING 100 SOUTH MYRTLE A VENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 WWW MYCLEARWATER COM May 26,2004 Henry Hart 6341 20th St N St Petersburg, FI 33702-7107 RE FLS2004-05029 -- 604 LIME AVE -- Letter ofIncompleteness Dear Henry Hart The Plannmg Staffhas entered your application mto the Department's filIng system and assIgned the case number FLS2004-05029 After a prelImmary review of the submItted documents, staff has detenmned that the applIcatIon is Incomplete with the follOWIng comments I Need notonzed letter of authonzatIOn from all property owners on City'S form 2 Letter of AuthonzatIOn submltted only authorizes Bruce Damelson Need authonzatIon letter for Henry Hart as agent 3 Project descnptIon IS mcomplete A VISit to our office will be reqUired 4 Site Data Table mcomplete Please prOVIde all data required from check list List each mdivlduallot seperatcly 5 Storrnwater Plan reqUired Plea5.e prOVIde all mformatIon reqUIred from check lIst 6 Please venfy number of dwelhng umts -- mclude carnage houses 7 BUIldmg ElevatIOns need to mdlcate maximum height SectIOn 4-202 of the Commulllty Development Code states that If an applicatIon IS deemed mcomplete, the deficlencles ofthe applicatIon shall be speCified by Staff No further development review actIon ~hall be taken untIl the deficlCnclcs are corrected and the applicatIon is deemed complete Please resubmit by Monday, June 7, 2004 If you have any questIOns, please do not hesitate to contact me at 727-562-4604 or John Schodtler@myclearvvater corn Smcerely yours, John Schodtler Development ReVIew Specmhst Leite' 01 Complelem:vs - f I ')](104-05029 - 604 LIME A VE t ~,. ,,,,.#:-, "'a..~~~ ~.. .~".,. $-:. ~........-." I (.L- ..~... ;...J,.t/ t '\ ~-:. ~_.~..........~.,.;(.. ':r:~ ~ 0: ...... ~="'- ~.~ -:."9.:-,,,,,,,.,. -:."'JY. ="~~,,, .......,~TE~..,.. Fire Condltlol'f"" 06/15/2004 06/15/2004 06/15/2004 06/15/2004 06/16/2004 06/16/2004 Conditions Associated With FlS2004..Q5029 604 LIME AVE Joe Colbert 562-4567 xt 3548 How will Fire or Emergency equipment enter the property? If they have to pass through a gate, what IS the height? A m I n 1m u m helg ht of 13 1/2 feet IS req u Ired 7 1/2 foot side setback will negate any openmgs In the side of the bUlldmgs (as per Florida Bldg Code) Are each of the owners taking fee Simple ownership of their respective lots? What IS the occupancy type as per bUlldmg code? Ie R-2, R-3 Provide a gate entry system as per Plnellas County Ordmance 98-4 ProVide a Fire Hydrant wlthm 500 feet of the the most remote lot Will these homes have Fire Sprinkler Systems? If so, additional requirements are necessary 06/18/2004 Land Resource CondItIOn Rick Albee 562-4741 ProVide a utility plan prior to 0 0 Trees along the Rights of Way must be concldered prior to design Parks & Recs Condition Recreation FaCIlity Impact fees of $200 per new reSidential unit are due prior to bUilding permit Issuance or final plat, whichever occurs first (credit Will be given for the prevIous smgle family reSidence) Contact Deb Richter 727-562-4817 06/10/2004 Storm Water Condition Bnan Barker 562-4779 Not Met Not Met Not Met Not Met Not Met Not Met Not Met Not Met 1 Need to show Internal drainage system for each lot Ie courtyards and underdrams that are Not Met recommended by the geotechnical report 2 Plans need to show more proposed grades adjacent to north/south property Imes 3 Grade differences at north/south property lines are extreme, Will stemwall foundations be constructed? Cross sections would be helpful 4 Show where roof drams Will tie Into pond and where piping Will be located 5 labels for cross sections are shown on the plans, but I was unable to locate the corss sections 6 Need to check structuralloadmg requirements With fire department I believe HS20 loadmg IS required for the mlet In the road All of the above needs to be resolved prior to 0 0 Zoning Condition John Schodtler 562-4604 06/07/2004 Need notOrlzed letter of authOrization from all property owners on City'S form OS/20f2004 06/17/2004 06/21/2004 Please verify number of dwelling Units -- mclude carnage houses Need square footage of the one car garage located under the carnage house ReVise request to mcreace the height of the accessory structures on lots 1 and 3 from 15 feet to 20 feet Plans need to be revised to show the accessory structures With a maximum height of no greater than 20 feet Print Date 06/21/2004 ~ Page 1 of 1 Not Met Not Met Not Met Not Met CaseCondltons Map Output y ...... Page 1 of 1 . . . MDR . .. . ~~;.J' L IMt . . . . . ,. . . ,. . . 0 0 ~ III rn i: . . . . 0 11. !'l LOR . . . . . LMDR DRUID . . . lO.OS1'mi http://imsweb l/servletlcom.esri.esrimap.Esrimap? ServiceName=OVMap&ClientV ersion=4.... 7/6/2004 . . w ~ ~ INS . 0 PINE . C 0 ~ . In j: . . . . 0 IL In RU . . . . . N DRUID a { [ D.DSfmi . . . Map Output " . -< . I · ~ WATER TURNER t-~_ I · Page 1 of 1 http://imsweb l/servlet/com.esri,esrimap.Esrimap?ServiceName=OVMap&ClientV ersion=4.... 7/6/2004 Map Output Page ] of 1 http //tmswebl/scrvletlcom esn esnmap Esnmap?ServlceName=OVMap&CllentVerslon=4 7/6/2004 \J Table of Contents ,~ PART A - PERMIT APPLICATION . Section A ERP . Section C Notice of Receipt . Section H - Information For Standard General Minor Systems . Letter of Authorization . Warranty Deed F1 J PART B - GENERAL INFORMATION PrOject Narrative 1 Location Map 2 USGS Quadrangle Map 3 Aerial Photograph 4 PART C - DRAINAGE CALCULATIONS Dramage CalculatIons, Pre-Post, Modified RatIOnal Method 7-8 Water Quality Stage/Storage 9 Pond Buoyancy CalculatIOns 10 Effluent FIlter AnalYSIS 11 APPENDIX OPERA TION & MAINTENANCE INSTRUCTIONS GEOTECHNICAL SOILS REPORT 8-1I2"x I 1 " DRAWINGS 1 l I ~1) r:~ <"'0 \'.( '..... v \Qo/ "\~ H30 DESIGN eClllrlcale or ~IIIItO! l;;allOIl ,va 939- 63.H 20~' Sh eel North St Peter-ourg_ Flolld~ :n 702-7107 727-510-6611 In - (toll fr~~) 1-866-122.1084 STORMWATERREPORT FOR VILLA CUESTA @ LIme Avenue South of Turner street A Four Unit Residential Development Submitted to .. SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT CITY OF CLEARWATER PLANNING & DEVELOPMENT SERVICES J~ I Slm!lll! ali.'I 1/ o <tl.'1< OIel Potable rf alCI DI.'SIRI! ,~ PI.'I milfmg 'lie Plmmll1g DCSlgli d: CO>JSIIllmg /01 DCI ~/Opl.'l S of COIIII OCIO! s FDE? PCPHL DER\f, SJRfr\fD SflFTHfD SFWHD <'6E;;Jhl 11 ENVIRONMENTAL RESOURCE PERMIT ApPLICATION SOUTHWEST FLORIDA WA TER MANAGEMENT DISTRICT 2379 BROAD STREET. BROOKSVlLLE, FL 34609-6899 (352) 796-7211 OR FLORIDA WATS 1 (800) 423-1476 - -;; I n <. ,...;j I {' I I: r ~\ SEOION A PART 1; " Are any of the activities described In ttus application proposed to occur In, on, or over wetlands or other surface waters? Dyes . no Is thIS application being filed by or on behalf of an entity eligible for a fee reduction? D yes . no PART 2: A Type of Environmental Resource Pennit Requested (check at least one) o Noticed General- Include mfonnabon requested 10 Section B o Standard General (single family dwellmg}-mclude Informabon requested m Sections C and 0 D Standard General (an other projects) - mclude Infonnatlon requested In SectiOns C and E . Standard General (minor systems) - Include InformatIOn requested In Sections C and H o Standard General (borrow pas) - mclude mformabon requested m Secbons C and I D IndNldual (Single family dwelling) - Include Informabon requested In Sections C and D o IndMdual (ait other projects) - Include IOformabon requested In SecbOns C and E o IndMdual (borrow pits) -lOclude Information requested m Sectlons C and I o Conceptual - mclude Information requested In Sechons C and E o Mltlgabon Bank (construction) -lOclude mformation requested In SeebOR C and F. (If the proposed mitigation bank Involves the construebon of a surface water management system requmng another permIt listed above, check the appropnate box and submit the information requested by the applicable sectIon) o Mrt.lQo:mon Bank (conceptual) - Include mformatlon requested In Seebon C and F. B. Type, of acttvity for which you are applying (check at least one) . Construction or operabon of a new system, includIng dredgIng or filling In, on or over wetlands and other surface waters (If reapplying for an expired, denlCd or withdrawn permrtl apphcabon, please provlde prevIOus permll # J o Alteration or operation of an eXlSbng system which was not prevIOUSly permitted by SWFWMD or DEP D Modification of a system preVIously permltled by SWFWMD or DEP PrOVIde prevIous permit # and check applicable mochfic:aUon type o A1terabon of a system 0 ExtensIOn of permit duratlon 0 Abandonment of a system o Construction of addlbonal phases of a system 0 Removal of a system C Are you requesltng authonzabon to use State Owned Submerged lands 0 yes. no If yes, include the Information requested 111 SectIon G " D For actMtles tn, on or over wetlands or other surface waters, check. type of federal dredge and fill perrmt requested o IndIVidual D Programmatic General DGeneral D NallonWlde . Not Applicable E Are you c1almlOg to qualify for an exemption? Dyes . no If yes, proVide rule number If known FORM 547 27/ERP{8.94)A Page 1 of 5 "I j , PART 3: A OWNER(S) OF LAND B APPLICANT (IF OTHER THAN OWNER) ~ NAME NAME Barbara Webb Kennedy & Penelope L Milazzo COMPANY AND TITLE COMPANY AND TITLE Owner ADDRESS ADDRESS 553 Overbrook Drive CITY, STATE, ZIP CITY, STATE, ZiP Bellea/r, FL 33756-2034 TELEPHONE (727) TELEPHONE ( ) FAX (127) FAX ( ) C AGENT AUTHORIZED TO SECURE PERMIT (IF AN D. CONSULTANT (IF DIFFERENT FROM AGENT) AGENT IS USED) NAME NAME Bruce Damelson James C. HarlJey, P.E. COMPANY AND TITLE COMPANY AND TITLE Bellea/( Capital Group, Inc H30 DesIgn ADDRESS ADDRESS PO Box 514 6341 20th Street North CITY, STATE, ZIP CITY, STATE. ZiP Indian Rocks Beach, FL 33785 st Petersburg, FL 33702 TELEPHONE (727) 461~7653 TELEPHONE (127) 526-9442 FAX (727) 46H 535 FAX 1 (866) 422.1084 PART 4: PROJECT INFORMATION A Name of proJect. lndudlnQ phase ,f applicable Villas De Cuesta B Is thIS appllcahon for part of a mulb.phase project? Dyes . no C Total apphcant-owned area conbguous to the prorecl 1 14+/. acres o Total project area for which a permit IS sought...1..1L acres E Total ImpervIous area for whIch a permit IS sought ~acres F Total area (metnc eqUIvalent for federally funded projects) of work In, on, or over wetlands or other surface waters --2...-acres or ~square feet ~ hectares or --2....square meters) G Tolal number of new boat slIps proposed J I FORM 547 27fERP(8-94)A Page 2 of 5 , PART 5: PROJECT LOCATION (use additional sheets, If needed) County{les) Pinel/as Sectlon(s) 16 TownshIp 29S Sectlon(s) TownshIp Land Grant name, If applicable NIA Tax Parcel Identification Number Street address, road, or other location 604 Lime Avenue City, Zip Code, If applicable Clearwater. FL Range Range 15E PART 6: DESCRIBE IN GENERAL TERMS THE PROPOSED PROJECT, SYSTEM, OR ACTIVITY 4 Umt Res/dentlal Project With small dnveway access and stormwater pond located near waters/de portion of pond(seawall) Pond Will capture first %" ramfall over area and ull11ze effluent filtration for drawdown wlthm 72 hours See plans and dramage report , FORM 547 27fERP{8f94)A Page 3 of5 f 1 , ! I I I ' , I PART 1: - A. If there have been any pre-application meetings for the proposed project, With regulatory staff, please hst the date(s), locatlon(s), and names of key staff and project representatives Date(s) Location(s) Names April 6. 2004 Tampa Service Richard Alt , B. Please Identify by number any MSSW/WRM (dredge & fill)/ERPJACOE permits or applications pending, Issued or demed and any related enforcement acbons at the proposed project site , Agency Date NumberJ Type Action Taken C. I Note The followina InfonnatJOn is reaulred for 'r'lects Droposed to occur In, on or over wetlands that need a federal dredae and fill Dermlt andJor authorization to use state owned submeraed lands. Please provide the names, addresses and Zip codes of rcroperty owners whose property directly adjoins the project (excluding applicant) andfor IS oeated wlthm a 500 foot radiUS of the project boundary (for ~ropnetary authorlzattons, If any) Please provide a drawing identifymg each owner and a JOining property Imes (Use additional sheets, If needed) 1 2 3 4. 5 6 FORM 547 27/ERP{8/94)A Page 4 of 5 . i j , PART 8: A. By stgmng thIS applicatIOn form, I am applymg, or I am applying on behalf of the owner or applicant, for lhe permIt and/or propnetary authonzatlons identified above, accordmg to the supporting data and other mCldenlal mformatlon filed with thIS application I am familiar with the information contamed In thIS applIcation, and represent that such information IS true complete and accurale I understand that knowmgly makmg any false statement or representalJon In the applicatIOn IS a Violation of Section 373 430, F Sand 18 U S C Section 1001 I understand thIS IS an application and not a permit and worn pnor to approval IS a VIolation I understand that thiS appllcatton and any penntl: or propnetary authonzatlon Issued pursuant therelo, does not relieve me of any obligation for obtaining any other reqUired federal, state, water management dlstnct or local permit pnor to commencement of construction I agree, or I agree on behalf of the owner or applicant, to operate and malntam the permllled system unless the permtttmg agency aUlhonzes transfer of the permit to a responsible operation entity Aaent Corporate TtUe, If appbcable -2 s-- Ci~ Date B. AN AGENT MAY SIGN ABOVE ONLY IF THE FOLLOWING IS COMPLETED: I hereby designate and authorize the agent lISted abOViitOact on my behalf, or on behalf of my corporatlon, as the agent In the processmg of thlS application for the permit and/or propnetary aulhonzabon Indicated above, and to furnish, on request, supplemental mformallOI1 in support of the application In adchllon, I authonze the above-lISted a!;lent to bind me, or my corporahon, to perform any reqUirement which may be necessary to procure the penmt or authonzahon mdlcated above See Authorization Letter Corporate Title, If applicable Prlnted/Prtnted Name of Owner or Applicant Signature of OWner or Applicant Date C. PERSON AUTHORIZING ACCESS TO THE PROPERTY MUST COMPLETE THE FOLLOWING: I eLther own the property descnbed In thIS application or I have legal authonty to allow access to the property, and I consent, after receMng pnor notlficabon, to any stte VISit on the property by agents or personnel from the Department of EnVironmental Protection, the Southwest Flonda Water Management Olstnct and the U S Army Corps of EnglOeelS necessary for the reVIew and Inspection of the proposed project specified 1O thiS application I aulhonze these agents or personnel 10 enter the property as many limeS 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 to mondor authorized work If a permllls granted Bruce Damelson pr~ame of ow~lIca~ _______ Slgn~ ~ ' Aaent Corporate TItle, If applicable 7 -2V--oy , Date D. I certify that the engmeenng features of thIS surface water management system have been deSigned by me or under my responslb charge and In my profeSSional opinion conform with sound engmeenng pnnclples and all applicable ru and s ficabons I further agree thai I or my engmeenng firm WIll furnISh the applicant! permllle h a set 9 d d schedules for rnalOtenance and operation of the surface water ma ement sy By Dale James C Hartl/iN Name (please type) FL P E No 34518 H30 Des/Qn Company Name 6341 20th Street North Compal1Y Address St Petersbura, FL 33702-7107 City, State. lip Phone ( 7271 526-9442 J ENVIRONMENTAL RESOURCE PERMIT ApPLICATION SOUTHWEST FLORIDA WA TER MANAGEMENT DISTRICT 2379 BROAD STREET. BROOKSVlllE, FL34609-6899 (352) 796-7211 OR FLORI DA WA TS 1 (800) 423-1476 SECTION C ENVIRONMENTAL RESOURCE PERMIT NOTICE OF RECEIPT OF APPLICATION ThiS Information IS required In addition to that reqUired In other sectIons of the application Please submit five caples of thIS notice of receipt of application and all attachments PLEASE SUBMIT ALL INFORMATION ON 8 'h" BY 11" PAPER Project Name County Owner Applicant Applicant Address Villa Cuesta Pmelfas Countv Barbara Kennedv Bel/ealr CafJ/taf Group - Bruce Damelson-PnnclfJfe PO Box 514 Indian Rocks Beach, FL 33785 1 Indicate the project boundanes on a USGS quadrangle map, reduced or enlarged as necessary to legibly show the entIre project If not shown on the quadrangle map, provide a location map, that shows a north arrow, a graphic scale, Sectlon(s), Townshlp(s), and Range(s), and detail suffiCient to allow a person unfamiliar with the site to find It See Quadrangle Map 2. ProVide the names of all wetland or other surface waters that would be dredged, filled, Impounded, diverted, drarned or would receive discharge (either dIrectly or indirectly), or would otherwise be Impacted by the proposed actiVity, and specify If they are In an Outstanding FlOrida Water or Aquatic Preserve N/A No Wetlands Present 3. Attach a depiction (plan and section Views), which clearly shows the works or other facllltles proposed to be constructed The depictIon must use a scale suffiCient to show the location and type of works See 8-1/2" x 11" plans 4 Bnefly descnbe the proposed project (such as "construct a deck with boat shelter", "replace two eXisting culverts", "construct surface water management system to serve 150 acre reSIdential development") Modify Surface Water Management System for New 1.14 Acre Residential Project 5. Specify the acreage of wetlands or other surface waters, If any, that are proposed to be disturbed, fllted, excavated, or otherwise Impacted by the proposed actrvlty N/A No wetlands 6. ProVide a bnef statement descnblng any proposed mltlgateon for Impacts to wetlands and other surface waters N/A NOTE TO NOTICE RECIPIENT The IIlformatmn 111 thiS notice has beel'l submitted by the applicant and has not been venfied by the Southwest FlOrida Water mal'lagemel'lt District It may be subject to chal'lge prior to final agel'lcy action ENVIRONMENTAL RESOURCE PERMIT ApPLICATION SOUTHWEST FLORIDA WA TER MANAGEMENT DISTRICT 2379 BROAD STREET. BROOKSVILLE, FL 34609-6899 (352) 796-7211 OR FLORIDA WATS 1 (800) 423-1476 SECTION H 't INFORMATION FOR STANDARD GENERAL ENVIRONMENTAL RESOURCE PERMITS FOR MINOR SURFACE WATER SYSTEMS To obtain a Standard General Permit for a Minor Surface Water Management System, the project must meet all of the requirements of Section A, Part 1 OR one of the requirements of Section A, Part 2 and both of the requirements of Section A, Part 3 Indicate which thresholds apply to your project and submit the information requested In Section B A Project Thresholds Part 1 [21 The total land area does not equal or exceed 10 acres, [21 The area of Impervious surface will not equal or exceed two acres, [21 Any activIties to be conducted In, on or over wetlands or other surface waters wIll consist of less than 100 square feet of dredging or filling, [21 The activIties will not utilize pumps for stormwater management, [21 The actIvities will not utilize storm drainage facIlities larger than one 24 Inch diameter pipe or ItS hydraulic equivalent, [21 Discharges from the site Will meet State water quality standards, and the surface water management system Will meet the applicable technical criteria for stormwater management In the BasIs of Review, [21 The proposed bUilding floors Will be above the 1 OOiyear flood elevations, [21 The surface water management system can be effectively operated and maintained, and, [21 The proposed activities Will not cause Significant adverse Impacts to occur individually or cumulatively Part 2. 400-4051(4) - DISTRICT PERMIT RECEIVED PRIOR TO OCTOBER 1, 1984 400-4 051 (6) - NOTICED DRIIPHASED PROJECT APPROVED PRIOR TO OCTOBER 1, 1984 400-4051(7) - NORMAL AND NECESSARY FARMING AND FORESTRY Part 3 [21 Discharges from the site Will meet State water quality standards, and the surface water management system WIll meet the applicable technical criteria for stormwater management In the BaSIS of ReView described In Rule 400-4091(1), and [21 The Surface Water Management System can be effectively operated and maintained FORM 547 27/ERP(8/94)H Page 1 of 2 - B. Technical and Legallnformatlon 1 ProVide a copy of the boundary survey and/or a legal descnpbon and acreage of the total land area of contiguous property owned or controlled by the applicant, including the project Site In construction plan set 2. Provide recent aeflals, legible for photo interpretation with a scale of 1" = 400' or more detailed, with total land, project area and anyon-site wetlands delineated In report 3. Provide a detaIled topographic map (With contours) of the site and adjacent hydrologically related area The locatron and descflptlon of bench marks (minimum of one per major water control structure) should be Included See sheet C-1, C-2 4. Descnbe the location, size (In acres) and type of anyon-site wetlands or other surface waters N/A No wetlands on-site 5 ProVide the project site development plan and acreage of the total area of Impervious surface See Report & Sheet A-1 6 ProvIde the Surface Water Management System design plans, calculations and reports Signed and sealed by a Flonda Registered Professional Engineer, as reqUlred by law See report 7. ProVide constructIon drawings Signed and sealed by the design engineer shOWing the location and details of the Surface Water Management System including but not limited to any preserved wetlands, lakes, culverts, pIpes, under drains, exfJltratlon trenches, discharge structures, pumps and related facilities such as paving, grading and erosion or sedIment control measures to be employed See Construction Drawings 8 Indicate type of water quality treatment system used Wet detention On-line retention [Zl On-line detention wI effluent filtration Off-line retention Off-lme exflltratlon Other (explam) 9. If a Water Use Permit has been Issued for the project, state the permit number N/A 10. Indicate how any eXlstmg wells located Within the project Site will be utilized or abandoned N/A 11 ProVide a letter or other current eVidence of potential acceptance by the operation and maintenance entity, lfthe entity IS to be a public body such as a city or drainage dlstnct If the entity IS a homeowners or other aSSOCiation, final draft documents venfylng either the present or Immment eXistence of such an orgaOlzatlon and ItS ablhty to accept operation and maintenance responsibility are reqUired Draft Forth-Commg FORM 547 27/ERP(8/94)H Page 2 of 2 LETTER OF A UTffORIZA TIOl' DESrGNATING REPRESENTATION FOR, S 1 \TE Of fLORIDA (OUNTY OF PU1ellas Befoft' me tlus day personKlJv Rppeared Barbara Kenned~ Ii who, being duly SWOl n, hereby proclaims that he/she 1S the owner/developer 01' ___ 604 Lime A~~~~earwater. FT. and d(~e~ hereby authOrize __~~_ j~~~ !",~~ _.~L\.k-'-1~ L-~O l'!. 10 adt on his/her behalf as their a.gent With regard to the processing of smd 'H!t' I' I development ~~ C~ ~JJL~ Signll[Ur~ of OWHe r/Dt:"c\oPC'1 ..-------................................---- ..-. -.. Barbara Kennedy 553 Overbrook Drive - -- -~.........-- - -' Belleair, FL ~---- ----~--- --- --,"^,-- --~ Name and Address of uWIll.'rflh-vduprl The foregoIng InstlUment was "cknowledged before !!!-~ this ;;{Q __day m -0/ 20~. by ~o/I""'_ f.i~~_. who ~on""y .nown :i>yJlle or has prod","" " as IdentJftcatlon and who dld/dld not [flke a1\ oath -- ..---............ ~~.....- -- ----. -- -- .... ~.....,. NOTARY PUBLIC. 1\ Slg~ J~._1-'~, ~___~I--_u- Pnnl b flr:T'i- !~!.~ [L.b~u~2-:'":!- (_:.':--~ ---- T n\e or Ratl.k - - -- II ...-- ~....- _.......~~&,.r.... ----- -~-- - - ....... Senal Number, lfaoy _~___~-n_- ---- - - -- - ----- \1v COlnll\lSSIOn Expues --~-- ------~_. -, ------- ,~~I!'II, Pc:tncicr Rces Dussault ::r'rs ""::''1.<:, COm.:.1,:;,'Cll /r DDH4590 .", ~ - ~ ~:;. dt!b ::;~ D.l'ucs "''..!.g 25,2007 -;...." ,_ _ ~;r$ }.a.I"01l Notary "',f,~~,\~';\"'" 1-800-350-5151 ......~._-~-~ ~-~----- ....~-_. & ~ - ............,!- . :;.;:ril~"~ ~ VILLA DE CUESTA Proiect Narrative ! ~I ~ PROJECT LOCATION The project IS located on the west nght-of-way of LIme Avenue, south of Turner Street In the City of Clearwater, Flonda, SectIOn 16, TownshIp 29 S, Range 15 E I : I , I ~ [ f PROJECT OVERVIEW The proposed Improvements Include the constructIOn of four (4) separate reSIdentIal homes on separate parcels The parcel wIll be platted Into four fee SImple property lots With a Home Owners ASSOCIatIOn that will maIntain the stonnwater management faCIlIty DeclaratIOn of Covenants wIll be submitted to the District There wlll a central dnveway providIng access to all lots and will be platted With a separate Ingress/egress easement A small stonnwater pond wIll be located at the waterward sIde of the property and mtercept all runoff pnor to dIschargIng Into Clearwater Bay EXISTING CONDITIONS At present the parcellS composed of grass vegetation and trees Surface runoff sheetflows in a westerly dIrectIOn towards an eXIstmg seawall and ultimately mto Clearwater Bay PROPOSED CONDITIONS A stormwater pond wIll be constructed along the westerly property line to mtercept runoff pnor to discharge Into Clearwater Bay PIpe conveyance along the north & south property hnes wIll Insure that roof runoff WIll also be collected and treated The water qualIty volume of the first 3/4-mch of ram fall from the project area will be 100% abated and drawdown VIa percolatIOn wIll occur WithIn the allowable 72-hr penod With a safety factor of 2, No attenuatIOn IS reqUIred by either the DiStrict or the City of Clearwater , ~ PROJECT LOCATOR MAP , , VILLA CUESTA v ~ ~ ~\~ (11~ '\~ \ r \ ~ \( \ f ^( L (!!J " r , ~'" Clearwaler Beach ~~ark '" ~'" (j' ......... oJ"'~ ','" '" ~ ............ .... ""91 " ' '<" - ~~, "" " ,'"'-- ~ -~,' ....(7" ... ..........~...)I, ....~...... o /0Vf" ~ -I/'>t/ " ..::....1 /, '..--' ,ollght ....................... ....~...... ...... .............................. " -flal ~ ~ ,-- s \.... t y..( STORMWA TER CALCULATIONS PROJECT NAME. Villa De Cuesta FILENAME C.\Documents and Settmgs\All Users\H30 DESIGN\ProJects\MlJ PRE-DEVELOPMENT CONDITIONS RUNOFF AREA COEFFICIENT PRODUCT LAND USE Cae) "C" CxA IMPERVIOUS 0070 095 0067 PERVIOUS 1 070 020 0214 POND 000 1 00 0000 SHELL 0 095 0000 TOTAL 1 140 0281 "C" WEIGHTED AVERAGE = 025 TIME OF CONCENTRA nON= USE 10 MINUTES EXISTING RUNOFF COEFFICENT = RAINFALL INTENSITY= CONTRIBUTING AREA = 025 8 4 IN/HR 2 85 ACRES PEAK RUNOFF RA TE= C x I x A = 0 25 x 8 4 IN/HR x 2 85 AC = 5 89 CFS STORMWATER CALCULATIONS PROJECT NAME: VIlla De Cuesta FILENAME: C'\Documents and Settings\All Users\H30 DESIGN\Projects\Mil POST -DEVELOPMENT CONDITIONS RUNOFF AREA COEFFICIENT PRODUCT LAND USE (ae) '.e" CxA IMPERVIOUS 0850 095 0808 PERVIOUS 0170 020 0034 STORM WATER POND 0120 100 0120 (*) TOTAL 1 140 0962 "C" WEIGHTED AVERAGE = 084 CONCENTRATION TIME = 10 mmutes TREATMENT VOLUME = 3/4 INCH x CONTRIBUTING AREA = (0 75/12) x I 14 AC o 071 aclfl: or 3, I 04 cubiC feet (*) Pond area at the water quality elevation = 0.12 acres STORMWATER CALCULATIONS PROJECT NAME. Villa De Cuesta FILENAME: C:\Documents and Settmgs\All Users\H30 DESIGN\Projects\Mr/ Predevelooed Release Rate Q pre = 5 89 cfs ALLOWABLE DISCHARGE Proposed ConditIOns Dramage Area Runoff CoeffiCient 1 14 ac 084 MODIFIED RATIONAL METHOD (POST DEVELOPED) 25 YEAR FREQUENCY ZONE 6 RAINF ALL RAINF ALL RAINFALL DURATION INTENSITY DURATION INFLOW OUTFLOW STORAGE (mmutes) (mlhr ) (hours) (cfs) (cfs) (ft^3) 10 840 017 808 589 1,312 15 740 025 7 12 589 1,102 20 650 033 625 589 431 30 540 050 5 19 589 0 45 440 075 423 589 0 60 370 100 356 589 0 75 325 1 25 3 12 589 0 90 290 150 279 589 0 105 260 1 75 250 589 0 120 240 200 231 589 0 150 204 250 196 589 0 180 I 80 300 I 73 589 0 240 1 50 400 144 589 0 360 1 12 600 1 08 589 0 480 093 800 089 589 0 720 070 1200 067 589 0 960 057 1600 055 589 0 1200 050 2000 048 589 0 1440 044 2400 042 589 0 STORAGE SUMMARY 25 YEAR ATTENUATION VOLUME = TREATMENT VOLUME = TOTAL REQUIRED STORAGE = Not Required 3,104 3,104 .s;rWG1E~S;;l ~ - PROJECT NAME Villa De Cuesta PREPARED BY H Hart JOB# 2004-56 CHECKED BY JCH DATE 4/13/2004 I TOTAL AREAS' I I Elevations: I Top of Bank Area 2,805 sf TaB = 5.00~ Design High Water 2,576 sf DHW = 4.75 ~ ~ Design low Water 2,576 s f D LW = 4.75 Bottom Area 976 s f Bottom = 300 ~ m STAGE AREA(SF) VOLUME (CF) STAGE AREA(SF) VOLUME (CF) 300 976 0 402 1,908 1,470 304 1,012 39 406 1,944 1,546 308 1,048 79 410 1,980 1,623 312 1,084 121 414 2,016 1,701 316 1,119 164 418 2,052 1 ,781 320 1,155 209 422 2,088 1,862 324 1,191 255 425 2,124 1,945 327 1,227 302 429 2,159 2,029 331 1,263 351 433 2,195 2,114 335 1,299 401 437 2,231 2,201 339 1,335 453 441 2,267 2,289 343 1,370 506 445 2,303 2,379 347 1 ,406 561 449 2,339 2,470 351 1,442 616 453 2,375 2,562 355 1,478 674 457 2,411 2,656 359 1,514 732 461 2,446 2,751 363 1,550 792 465 2,482 2,848 367 1,586 854 469 2,518 2,946 371 1,622 917 473 2,554 3,045 375 1,657 981 476 2,590 3,146 378 1,693 1,047 480 2,626 3,249 382 1,729 1,114 484 2,662 3,352 386 1,765 1,182 488 2,697 3,457 390 1,801 1,252 492 2,733 3,564 394 1,837 1,324 496 2,769 3,672 398 1,873 1,396 500 2,805 3,781 AttenuatIon Volume = 0 CF @ 475 Water Quality Volume = 3,108 CF @ 475 Total Volume Provided = 3,108 CF . Project: VILLA DE CUE~ I A Pond Liner Buoyancy Calculations 25-May-04 1) Calculate overburden required at Seasonal Hlqh Groundwater Conditions Seasonal HIgh Water Elevation Bottom of Pond Depth of Overburden Liner Elevation Pond Sldeslope Depth from SHW to liner Density of Water Uplift pressure on bottom of liner Dry density of overburden VOId ratio of overburden sOil Weight of water In sOil vOids Saturated density of overburden Pressure from sOIl on top of liner HIstone Basm Storage Elevation Bottom of Pond HeIght of HIstone BaSin Storage ElevatIon above BOP Pressure from HIstone BaSin Storage above BOP Pressure from soil & water on top of liner Pressure from soil & water on top of liner at slope 284.5 Ib/sf OVERBURDEN > 35ft 30ft 2 00 ft 10ft 30 1 25ft 62 4 Ib/ef 156.0 Ib/sf 1000 Iblef 03 187 Ib/cf 11871b/cf 2374 Iblsf 4 00 ft 30ft 10ft 62 4 Ib/sf 2998 Ib/sf 284,5 Ib/sf 156.0 Ib/sf UPLIFT 2) Calculate overburden reqUired at Dry Season Groundwater Conditions Dry Season Water Table Bottom of Pond Depth of Overburden Lmer Elevation Depth from Water Table to liner DenSIty of Water Uplift pressure on bottom of liner Dry denSity of overburden Pressure from soil on top of liner 240.0 Ib/sf OVERBURDEN> Daft 30ft 2 00 ft 10ft -10ft 62 4 Ib/ef -62.4 I blsf 120 0 Ib/cf 240.0 Ib/sf -62.4 Iblsf UPLIFT --......... PROJECT NAME: VILLA CUST A 2S-May-04 PROJECT No, 109-012 05 38 PM FILENAME: C,\Documents and Settings\A1I Users\H30 DESIGN\Projects\VilIa Dc Cuesta\SWFWMD\[Dramage Spreadsheet,xlslUNDRDJ DRA WDOWN WORKSHEET FOR SAND FILTER UNDERDRAIN Total Volume 3104 fe = 0071 ae-ft Water Quality ElevatIOn 475 ft NGVD Pond Bottom ElevatIOn 300 ftNGVD Water Quality FluctuatIOn 1 75 ft Total Dnvmg Head 2 25 ft ElevatIOn Drop per Inerement o 33 ft Mill Flow Length through MedIa 20ft Max Flow Length through Media 4 34 ft Vertical ThIckness of MedIa 3 00 ft HydraulIc ConductlVtty, k 5 42 :ftIhr ReqUlred Underdram Length 250ft Drawdown Time 182 hours E H b V v I i A Q Q t T Elevation Total Iocr, Total Iocr. Flow Leogth Hydraulic Area Flow Avg. Iocr Total Head Head Volume Volume thru Media Gradient Flow Time Time (ft NOVD) (ft) (ft) (d) (et) (ft) (sf) (cflhr) (cf/br) (hr) (hr) 475 225 3104 200 1 125 750 457 31 033 814 402 31 2023 20 442 1 92 2290 200 0960 668 34731 033 712 299 69 2376 44 409 1 59 1578 200 0795 585 25207 033 611 211 83 2884 73 376 1 26 967 200 0630 503 171 58 033 510 13872 3678 II 0 343 093 456 200 0465 420 105 85 033 410 8037 5099 16 1 3 10 060 47 200 0300 338 5488 010 104 4861 2 146 182 300 050 -58 200 0250 31 3 4234 t(;"1) ft~H30 DESIGN STORM WATER FILTER MAINTENANCE Effluent FIlter Systems The filter mamtenance requrrements may be dlvlded Into the below outhned categones SURF ACE DEBRIS SURFACE CLOGGING SURF ACE EROSION INTERNAL CLOGGING Anyone of the above will cause a loss In eIther filter effiCiency or effecttveness, or both To assure properly operatmg filter system each of the above problem areas must be momtored SURF ACE DEBRIS Surface debriS consIsts mamly of leaves, pme needles, paper, and other relatively large matter WhlCh can be camed by the storm water collectIOn system to the filter pond Due to It's large SIze m comparison to the pore spaces In the filter sand, thiS matter stmply collects on the surface of the sand, preventmg maxtmum flow to the filter medIUm, and thereby reducmg the filter effiCiency ill terms of drawdown tIme TIus problem IS especially severe for those filters which are located drrectly on the pond bottom, where such debns IS likely to settle Although not so severe a problem for filters located m the pond berms, the debns tends to concentrate on the lower section of the berm where the hydrauhc head IS mmtmal, and can cause a loss ill filter effiCiency The mamtenance for thiS problem IS stmple, KEEP THE POND CLEAN A slrnple visual mspectlOn m the sprmg and fall of each year should keep the pond owner aware of any slgmficant surface debns problems The remedy for tins problem IS stmply, KEEP THE POND CLEAN No heavy eqUIpment should be used which may cause the compactIOn of the filter sand, or crushmg of the underdram EqUipment may be used If operated such that no drrect weight IS born by the filter medIUm As a general rule NEVER RUN HEAVY EQUIPMENT OVER OR ON THE POND SURF ACE DIRECTLY 2 SURF ACE CLOGGING Surface cloggmg consists of the capture by the filter medIUm, of the fmes and Silts which are transported by the storm water collectiOn system Another factor contnbutmg to surface cIoggmg IS the build up of organic matter (plants and/or algae) on the filter sand The solutiOn to thiS problem IS sunple KEEP THE POND CLEAN Agam thiS problem IS especially severe for bottom filters, but It IS also severe for benn filters due to the collOidal nature ofthe particulate matter, and the fact that orgamc matter can grow equally well on both bottom and berm filters Another factor contnbutmg to surface c10ggmg lS the absorption of grease and Oils by the filter sand Itself ThiS problem may not be as readily recogmzable as Slits and orgamc growth, but a close observation should dIsclose the presence of any captured grease/oils When the spnng and fall mspectlOns are made, and after all surface debrIS IS removed, a close mspectlOn should be made of the filter sand surface to detect any appreciable bUild up of sllts/orgamcs Addltlonally, at random locatlOns, a test pit should be dug to a depth of3 to 4 illches to detennme If any Slglllficant Slit break-through has occurred The test pitS should be not less that I ft square, located one for every 100 square feet of filter surface, but not less that three should be made The frrst one to two mches should be closely exarmned for absorbed grease/Olls as well as sIlts The sunple worn test for SOli plastiCity should be made (put some SOli In the hand, Spit on it to wet It, and roll It hke a wonn, If It breaks mto small pleces, OK, If It forms a worn, NG), and if any plastiCity IS observed addItIOnal test pitS should be dug to determme If It IS a locahzed problem or IS Widespread across the entIre filter ~rOlmwatel Wastewater, Potable Water Dellgll & Perlmllmg Sile Plannmg, DeSign & Gonsulllllg for Developers & Con/lac/on FDEP PCPHU, DERM SJRWMD, s'rvrWMD srWMD If a slgmficant and widespread ,rgamc/OIls bUildup has occurred, the top I of filter sand should be removed to the depth where no problem IS found (3 Inch munmum) If the owner can prove by testing that the removed sand can be effectively cleaned on-site, It may be placed back m Its onglnal posItion after the cleantng operatIOn Should the con tam mated sand prove un salvageable or If the owner so elects, new sand should be brought ill to replace the removed filter sand Al).y such replacement sand should have the same or better flow charactenstlcs of the ongmal sand, and should have an effectIve gram size approximately the same as the ongmal sand, but no larger Once agam the general rules are, KEEP THE POND CLEAN and NO HEAVY EQUIP11ENT DlRECTL Y ON THE POND SURF ACE 3 SURFACE EROSION The removal or relocatJon of the filter medIUm to such an extent that the effiCiency of the filtratIOn system IS slgmficantly decreased (I e effiCiency represents the percent removal of matter which would cause the filtrate (If such matter was not removed) to contammate the recelvmg waters to such an extent that said recelvmg waters would become polluted) IS cause for Immediate remedial actIon by the owner Generally mmor surface ruttmg and localized pocket formatIOn If not more than one to two mches m depth, and affectmg an area less than twenty five percent of the overall filter surface IS not expected to cause any significant problems However, any erosIOn which IS observed and believed could lead to future eroSIOn of a significant nature, should be reparred before any additional eroSIOn can occur Once agam, KEEP THE SURF ACE IN GOOD REPAIR and NO HEAVY EQUIPMENT DlRECTL Y ON THE POND SURF ACE 4 INTERNAL CLOGGrNG The effects of the mternal bUild up of matter which causes a greatly reduced filter effiCiency (m terms of draw down tIme) IS only recogntzable when the drawdown tune (hIgh water to empty filter) Significantly exceeds the maximum allowable drawdown tune of seventy-two hours Should thiS occur (and no eVidence IS seen that any abnonnal conditIOns eXlst, I c usually high ground waters or underdralll tallwaters, etc) the filter medIUm should be extensively exammed (m.sltu) to determme the nature and extent of the cloggmg Remedial measures can only be proposed after such testmg, but could as a last resort COnsiSt of a complete removal and replacement of the filter/underdram system Any such complete removal/replacement should be done by a person familiar With the expliCit deSign requrrements ofthe ongmal filter, and m general should not be performed drrectly by the owner 5 SUMMARY To assure an effective and effiCient storm water filter the followmg operatIOn and mamtenance schedule IS recommended SPRING INSPECTION and DEBRIS REMOVAL and SURF ACE TESTING FALL INSPECTION (DEBRIS REMOVAL and SURF ACE TESTING Ifrequrred) INTERMITTENT RANDOM OBSERV A nONS SELECTED OB SER V A nON S after slgruficant storm events Addlt!onaIly, It IS recommended that after the filter system has been m operation for from three to five years ( with continual mspectlonJmamtenance as outlined above), a complete and thorough evaluation be made of the overall system consIstmg of a field mspectlon With report of fmdmgs by a person famIliar With the filter system deslgn requrrements SlOrmWll/ei W"Slewuter, Potable Waler DeSign & Perml/lmg Slle Planning, DeSign, & Consldlmg for Developers & ContJaClOrs rDEP, PCPHU DERM, SJRWMD, SWFWMD, SFWMD Bruce Danrelson Belleair Capital Group POBox 514 Indian Rocks Beach, Flonda 33785 Apn120,2004 GROUND DDWN ENGINEERING, IHG, RE, Report of Geotechnical Exploration Proposed Mizner's Ridge Development Pine lias County, Florida , GDE Job No, 04-390 Dear Mr Danielson Ground Down Engineering, Inc. (GDE) has completed the geotechnical exploration for the referenced project that you authonzed The purposes of th IS study were to explo re genera I subsu rface conditions at the proposed Site and to use the data obtained to develop englneenng recommendations to gUide the design of foundations and roadways ThiS report descnbes our exploration procedure, presents the data obtained, and presents our conclusions and recommendations regardIng the geotechnical englneenng aspects of sIte and foundation deSign In summary, based on the results of thiS subsurface exploration, It appears that the sOils at the SIte are sUitable for development of the proposed resIdential structures followmg the site preparation and construction recommendations presented In thiS report GDE appreciates the opportumty to participate In thiS project and we trust that the InformatIon Included In thiS report IS sufficIent for your deSign If you have any questions or comments concernIng the contents of thiS report, please contact us Sincerely, 9232 RHEA DR lYE . ODES SA, FLORIDA 33556 . PH C HE 813-920- 8 089 . FAX 813-926-3480 TABLE OF CONTENTS PROJECT INFORMATION 1 . EXISTI NG SITE........ ..... ..,...........,. .. ...............,.. ................. ............... ...... ... ..... ... ..... ...... ,1 PROJECT AP PROACH..............,. ................ .. .............,.. .... ..,.............. .... ......,.. .. . ,......... n.' .. ......1 S COPE OF WORK...,. .. ....... ......... ........... .........,...... .......... .. ................,. . .............. . .... n.........' 2 SOl L SURVEY REViEW................. ..... .. ....... ..... ...... , ..............,....................,.... . ...... n....'............... 2 USGS TOPOGRAPHIC MAP REVI EW ............ n. .. .......... n...... ..... .. ....... ........ ,.................... ......... .. 2 SUBSURFACE EXPLORATION 3 FI ELD EXPLORATION ..,..,.... ... n. ..... .. .. ............ ...........,...........................,...................,... 3 Standard Penetration Test Borings 3 SOIl Sample Handling and Classification 3 RES UL T5 ....."..,...........,..,...., ............... .......,.....,.... ,... ,.., ........., .........,.......,........,..,.. ...,...."..,. ......4 Subsurface Conditions 4 Groundwater 4 Double Ring InfIltration Test Results 4 LABORATORY TESTING......... ....,....... .......,...,.... ......,..,..".. ..,.............. ,.,..,.,... ...,.,.,............, ..... 5 SUBSURFACE ANALYSIS 5 Fou NDA TION ANALYSIS, .......,..,.... ........,............. .....,.. ...,...,....,.. .........,.,.... ....,..,.,... ..,."..,.... .....5 Fou NDA TION RECOMMEN DA TIONS ....,...,......,..,..., ....,......,...,.......,....,.........,.,....... . ....,.,. .., ...,..,."..5 GROUNDWATER CONSIDERATIONS AND RECOMMENDATIONS ..."................,......,..,........,..,.,....,.... ...5 RECOMMENDATIONS AND CONCLUSIONS 6 Site Stripping 6 Pro 0 frollin g 6 Structural Fill 6 Definition 6 Placement 6 PAVEMENT RECOMMENDATIONS......,...... .... ...... ...., ...,.. .......... ...,..,...,.. ..........,............... ..,... ......, ..6 TESTING AND MONITORING . 7 LIMITATIONS. 7 ATTACHMENTS Site Location Plan (Figure 1) Bonng Location Plan (Figure 2) SOIl Profiles (Figure 3) Groundwater Table DRI Results Mlnzer's Ridge Plnellas County, FlOrida GOE Job No 04-390 Page 1 PROJECT INFORMATION Existing Site Based on the plans provided for our reView, we understand that the sIte IS located on the west side of Lime Avenue In Plnellas County, Flonda (See Figure 1 for Location) The proposed development will consist of four residential structures with an associated stormwater pond and parking/drive access Our study addressed geotech mcal deslg n and construction recommendation s for the fou ndatlons of the residential structures and stormwater pond that are planned for the project We have assumed slgmficant earthwork wIll be assOCiated with the site development along the western portion of the site Project Approach The objective of the geotechnIcal investigation for the proposed project was to obtain Information co ncermng the subsurface cond Itlons over the site In order to make geotech mcal eng I neerl ng estl mates and recommendations In each of the following areas . SOil stratigraphy at the bonng locations and the development of the approximate sOIl profile . General locatIon and deSCription of potentially deleterious matenals whIch may Interfere with construction progress or new structure performance, mcludlng bUried or surficial eXisting fills, organics, construction debns, etc . Identification of some cntlcal deSign or construction detaIls, Including present groundwater levels, estimated wet season levels, and seasonal fluctuatIons In the bUlldmg areas . FeaSIbility of supporting the proposed structures with conventional and/or slightly modified shallow spread foundation systems (striP and Isolated footings) . DeSign parameters reqUired for the feaSible foundation system alternative recommended for the structures based on the Standard Penetration Tests (SPT) blow counts obtained In each borrng, mcludlng allowable beanng pressures, foundatlon levels and foundation SOil subgrade treatments for shallow spread foundations . Engineering cnterra and recommendations for the placement and compaction of approved fill matenals (If necessary) In and around all structure areas and proposed pavement areas . DeSign and construction recommendations for a preliminary recommended pavement section conslderrng the estimated hmerock-bearrng ratIo of the subgrade Salls and the water table conditions Scope of Work Mlnzer's Ridge Plnellas County, Florida GDE Job No 04-390 Page 2 In order to address the above obJectives, our scope of work for this project mcluded the following . Reviewed available published Information on the site, Includmg the United States Department of Agnculture (USDA) SOil Conservation Service (SCS) 5011 survey data for Plnellas County . Conducted a subsurface exploratIon program consisting of 5011 bOrings, subsurface sampling, and field-testing Our exploratIon program for thIs project consisted of conducting 4 SPT bOrings to depths of 20 feet each below eXisting grade for the proposed residential structures, 2 hand augers to depths of 5 feet each for proposed parking and dnve access roads, 1 hand auger to 5 feet With 1 DRI test In the proposed pond area With 1 SPT bonng to a depth of 30 feet near the proposed pond area Our testing Included collecting representative SOil samples and recording the SPT blow counts dUring the dnlllng of the bOrings . Measured the stabIlized groundwater levels at the bonng locations Reviewed and visually classified the recovered SOils In the laboratory uSing the Umfied SOIls ClasSification System Developed the general 5011 stratigraphy over the site . . Performed geotechnical engineering studies and analyses In order to develop geotechnical engineering recommendations for each of the objectives previously discussed for the proposed project . Prepared a geotechnrcal report that summarizes the course of our study, the field and laboratory data generated, the subsurface conditions encountered, and our geotechnrcal engmeerlng recommendations for the proposed project Soil Survey Review AccordIng to the U S D A "SoIl Survey of Plnellas County", the 5011 types present on the site are . Urban Land Astatula Complex (Uc) - Consists of mIxed and reworked SOils throughout Historical seasonal hIgh groundwater level not available . Astatula fine Sand (AtC) - Consists of clean sands to a depth of 80 Inches HistOrical seasonal hIgh groundwater level of greater than 80 Inches below grade USGS Topographic Map Review , The USGS topographic survey was reViewed for the Site The site IS found on the Quadrangle map entitled ClealWater, FL From thiS reView, the site IS estImated to occur withIn the elevation range of +5 to +30 feet National GeodetiC Vertical Datum (NGVD) of 1929 The site slopes from east to west, trom an elevation of approxImately 32 feet near LIme Avenue to an elevation of approxl mately 4 feet nea r the seawall on the west Side of the Site A stee p s lope IS present near the western end of the site A change of elevation of approximately 10 feet occurs over a relatively small honzontal distance Mmzer's Ridge Pmellas County, F]orlda GDE Job No 04-390 Page 3 SUBSURFACE EXPLORATION Field Exploration The procedures used by Ground Down Englneenng, lne for field sampling and testIng are In general accordance with Industry standards of care and established geotechmcal engineering practice A member of our staff performed a bnef site reconnaIssance, noting pertment site and topographIc features as well as surface Indicators of the site's geology Our staff located the bonngs by estlmatmg distances from eXlstmg features on Site, based on an aenal photograph downloaded from the Microsoft T erraserver webslte a nd on a site I su rvey plan provld ed by H 30 and Bellea Ir Ca pita I Grou p Because of the methods used, the bonng locations shown on the attached Bonng Location Plan (Figure 2) should be considered approximate Standard Penetration Test Borings The SPT bonngs were advanced by means of a truck~mounted dnll ng emplOYing wet rotary dnlhng techmques The SPT bonngs were performed continuously In the upper ten feet and at five-foot mtelVals thereafter The soli samples were obtained at the depths where the SPT bonngs were performed The sOli sam pIes were then classified I n the field, pi aced I n sealed containers, and returned to our laboratory for further evaluation by our project engineer The SPT bonngs were performed In general comphance With standard field penetratton test procedures After dnlllng to the sampling depth and flushing the borehole, the standard two-Inch 0 D split-barrel sampler was seated by dnvlng It SIX mches mto the undIsturbed SOil Then the sampler was dnven an additional 12 Inches by a 140-pound hammer failing 30 Inches The number of blows req Ulred to produce the 12 Inches of penetration IS reco rded as the standard penetration test val ue (N) These values a re plotted on the left Sid e of the Test Bonng Records that appea r I n the Append IX of thl s report Samplmg performed In the upper ten feet utilized a 24 Inch long split spoon The sampler was dnven 24 Inches and the blows reqUired to dnve the sampler the middle sIX-Inch Increments were recorded as the N-value Th roug h th IS techmq ue, the upper ten feet of the SOli was sam pled contmuously Detailed descnptlons ofthe SOils encountered dunng the SPT bonngs are presented In the SOil Profiles (Fig 3) Soil Sample Handling and Classification The SOil samples obtained dunng the SPT bonngs were placed In sealed containers to retain mOisture and returned to our laboratory The samples were then reViewed by our project staff to confirm classifications, Visually estimate the relative percentages of the SOli's constituents (sand, clay, etc), and Identify pertinent structural features The stratification lines shown on the bonng records represent our Interpretation of approximate boundaries between soil types The transition between strata may be gradual 0 u r classlfi catlo ns a re based on a VISU al est] matlon of the SOil properties and our eng Ineerl ng expenence With the Salls found In thiS geologiC area Mlnzer's Ridge pmellas County, Flonda GDE Job No 04-390 Page 4 Results Subsurface Conditions "' j The bonngs generally encountered clean (SP) to slightly silty (SP~SM) fine sands and sandy to cemented silty clays to an approximate depth of 20 to 30 feet below eXlstmg grade Please note that the S PT -N values are presented adjacent to the soli profiles on Fig u re 3 The co rrel atlo n of the S PT -N values With relative density, unconfined compressive strength and consistency are provided In the following table Coarse-Gramed SOils Fme Gramed Solis Pelletrallon Resistance N Penetration Unconfined (blows/ft) Relative Density of Sand ResIstance N CompressIVe Strength Consistency of (blowslfll of Clav (lonslft21 Clav 0-4 Very Loose <2 <025 Very Soft +10 Loose 2-4 025-050 Soft 10-30 Medium-Dense 4.8 050-1 00 Medium 30-50 Dense 8-15 1 00-2 00 Stiff >50 Very Dense 1 5-30 2 00-4 00 Very Sllff >30 >400 Hard Groundwater Groundwater was encountered at an approximate depth of 3 feet below ground surface In the pond area (approxImate elevation of 4 feet) and not encou ntered to a depth of 10 feet across the rest of the site (approximate elevabons ranging from 18 to 32 feet) The sOil test bOrings were performed In April of 2004 Based on our past SIte expenence, the results of our InvestIgation and review of the SCS soli survey, It IS ou r Opl mon that the seasonal h Ig h g rou ndwater table wIll be encountered approxlm ately 0 5 feet below eXIsting ground surface Within the lower area of the site and greater than 6 feet below eXisting ground surface across the rest of the Site up the slope to the east Significant fluctuations 10 the groundwater levels should be expected due to seasonal vanatlons m rainfall, runoff, and other site-specific factors Please refer to the attached Table 1 for specific groundwater data Double Ring Infiltration Test Results Double Ring Infiltrometer (DRI) tests are used to measure the Infiltration rate of water Into a 5011 ThiS test method provides an estimate of the InfiltratIon rate prior to saturation of the soli above the groundwater table The test consIsted of Installing 12 and 24.lnch diameter steel nngs concentrically Into the ground to the deSired test depth Water was then added to a deSired head level In both casings and held constant The amount of water added to the Inner casing vs tIme was then recorded ThiS procedure was repeated every 15 mmutes for a total of 4 hours or until a stabilized infiltration rate was achieved The approximate location of the test IS shown on the BOring Location Plan (Figure 2) In the AppendiX Graphical representations of the results are presented In the AppendIX The DRI test was pertormed In accordance With ASTM D~3385-75 The Double Ring Infiltration test (April 2004) produced an infiltration rate of 0,5 inches per hour at an approximate test depth of 1 foot below grade Mlnzer's Ridge Plnellas County, Fronda GDE Job No 04-390 Page 5 laboratory Testing Our freld representative sealed and returned the sOil samples to the GDE office where a geotechnical engineer further examined them We visually classified the salls according to the Unlfred Sari Classification System (ASTM 0 2487) The resulting sOil descriptions are shown on the attached drafted Soli Profiles (Figure 3) SUBSURFACE ANALYSIS Foundation Analysis Based on all the bOrings performed at the Site, the primary sOil related factor affectIng the performance of shallow foundatIons for the proposed structures IS the potential total and differential settlement due to the relatively loose sands encountered at and near ground surface Due to the sandy nature of the near-surface sOils, these settlements should occur with the application of load (either fill or structural) Foundation Recommendations Provided estimated settlements are within the structural tolerance, conventional shallow foundation systems cons]sbng of penmeter wall footIngs and Isolated pad footings should provIde adequate support for the proposed structure, assuming the complete removal of all surface organic matenals, proper subgrade preparation, and proper fill placement, as descnbed later Based on the SPT "N" values obtained from the sOil bonngs, a net allowable sOli beanng pressure of 2,000 psf (In excess of overburden) IS estimated for the eXisting shallow so]ls found over the Site and for structural fill as descnbed [n thiS report ThiS beanng pressure estimate IS based on the complete removal of all surface organic matenals, the removal of organic matenals beneath footings, and the filling and recompactlng descnbed later In thIs report Settlements for the proposed structures and the anticipated fill, based on a bearing capacity of 2,000 psf, are estImated to be about 1-lnch total As discussed previously, due to the sandy nature of the matenals, these settlements should occur as the loads are applied A mlOlmum footing Width of 18 Inches and a minimum depth of embedment of 18 Inches should be used for footmg design for all structures Groundwater Considerations and Recommendations We understand that two of the proposed reSidences are planned to be constructed over the western slope of the site We would therefore assume that the structures will Include structural walls to retain the slope beneath the home It IS lrkely that as groundwater and surface water flows from east to west, follOWing natural grade, water Will accumulate behind (to the east) of the retaining wall ThiS water could seep through the retaining wall and IOta the structure If measures are not taken In the design to capture and reroute the water We recommend that a drain system be Installed behind (to the east) of the retaining wall The drain should be Installed to a minimum depth of 2 feet below the footing bottom and should extend the full helg ht of the wall A pi pe should be Installed at the bottom of the d ra I n to ca rry the water away from the structure In addition, the retaining wall should be waterproofed to prevent mOisture from seeping Into the structure Mmzer's Ridge Plnellas County, Flonda GDE Job No 04-390 Page 6 RECOMMENDATIONS AND CONCLUSIONS Site Stripping Prior to any constructlon, the Site must be properly prepared To prepare the site for constructIon, all eXisting topsoil, muck, debris, vegetation, and large roots down to finger-size should be removed Including a 5-foot margIn The resulting excavations should be backfilled With Salls as discussed In the structural fill sectIon of thiS report Pro 0 frollin g Following site stripping and any related excavatIon activIty, and prior to any fill placement, proofrolling sh ou Id be perlo rmed We recommend uSing a VI bratory ro lIer havl ng a statIc welg ht of at least ten tons CompactIon of the fill materials should continue until the roller has made at least ten passes over all areas of the site and the SOils appear to be relatively firm and unYielding Half of the roller passes should be perpendicular to the direction of travel of the other passes Proofrolllng should be closely momtored by our engineering techmclan to observe for unusual deflection of the Salls beneath the compacting eqUipment If unusual or excessive deflectIon IS observed, then the areas should be undercut to firm salls and backfilled With structural fill placed In maxImum one-foot thick lifts Backfill SOIls should be of the same composition and be compacted to the same crltena as structural f1II SOils Structural Fill Defimtlon SOil used for structural fill can be defined as clean fine sand contalmng less than twelve percent m atenal by welg ht that IS finer than a n umber 200 sIeve (fines) (matenal conforming to S P to S P.SM In the Umfied Solis Classification System) However, matenal containing up to 35 percent fines (matenals conforming to SC or SM In the Umfied 5011 ClasSification System) may be utilized as structural fiU, If theIr plastICity Index IS less than 3D, and the working subgrade IS at least 2 feet above water or groundwater level If fill matena I With h Ig her fl nes content IS used (<: 35 percent fines), the m atenals Will req U1re the use of compactIon equipment deSIgned for clayey SOils ThIS Includes a sheeps foot or Vibratory pad foot roller In addition, a disk could be reqUired to assIst WIth drying the clayey SOils In order to place them at or near their optimum mOIsture content These matenals must be placed at a 6-lnch thick maximum 11ft so that they can be effectively compacted With a Vibratory pad foot roller Placement Fill should be placed In lifts not to exceed one foot thIck The fill matenal should be compacted to at least 95 percent of Its modified proctor maximum dry denSity (ASTM 0-1557) Confined areas, such as utility trenches, should be compacted With manually operated Vibratory compaction equIpment Pavement Recommendations Mmzer's Ridge Pmellas County, Flonda GOE Job No 04.390 Page 7 We have not been provided with traffic dlstnbutlon or frequency, nor have we performed Llmerock Beanng Ratio (LBR) testing on the subgrade sOils We have assumed that a 20-year pavement life IS desired, and that the coefficient of termInal serviceability IS 2 5 Further assumptions are that the In- place sOils, when compacted to at least 95 percent of their modified Proctor maximum dry density Will exhibIt a mmlmum LBR value of 15, and that the total number of equivalent 18-klp axle loads Will be less than 100,000 Based on these assumptions, we recommend the follOWing asphaltic concrete pavement sectIon t'~~l~ J l. ~-'>~I :~~t;'~ l -,> "'r,;l ,'l'-1."1 ~: rJ","<-l~ ,1';;<' "t 1 ~~r >, fFY~,~~i'>-;'~"'~"""; r<i,~.A ;$.11:1' Surface Course Type 8-1 or 8-3 Asphaltic Concrete with minimum Marshall stability of 1500 Ibs 1 5 Com acted to at least 95 ercent of the maXimum laborato Marshall densl Base Course L1merock havmg a minimum lBR of 100 and compacted to at least 98 percent of Its modified Proctor maximum dry density (ASTM 0-1557) If the bottom of the base Will be 6 Within 18 inches of the seasonal high groundwater level, then a mOisture tolerant base Will be re ulred, such as shell, crushed concrete or SOIl cement Subbase Stabilized. to a minimum LBR of 40 and compacted to at least 95 percent of the modified 6 Proctor maximum d denslt ASTM 0-1557 *ReqUlres blending either shell or llmerock WIth In-place surfiCial sand Typical composite samples of subbase are comprised of 50% In-place sand and 50% Imported matenal (hmerock or shell) The previously recommend~d pavement section was developed usmg deslg n gUidelines published by the Flonda Department of Transportation , DIVISion of Road Operations We recommend that methods and maten al s used for pavement construction conform to applicable sections of the Flond a Department of Transportation Standard SpeCifications for Road and Bndge Construction, 1999 EditIon We further recommend that LBR tests be performed on the on-sIte solis pnor to bidding the project to confirm that an LBR of 15 IS avaIlable and to determme the appropnate volume of shell or llmerock that must be added to the subgrade SOils to produce an LBR of 40 Dependmg on thiS test result, the prevIous recommendations may have to be modified TESTING AND MONITORING Construction monitoring and testmg are essential to proper site construction and performance Compliance With the recommended construction speCification for compactIon and SOil types must be venfied by our engIneering techniCian familiar With the prOject construction Observation of site preparation work IS an Integral part of the englneenng recommendations contained In thiS report DenSIty tests should be performed for each 11ft of structural fill placed and per Pmellas County SpeCificatIons LIMITATIONS ThiS report has been prepared for the exclUSIve use of Bellealr CapItal Group for the speCifiC Mmzer's RIdge Pmellas County, Florlda GDE Job No 04-390 Page 8 application to the project previously dIscussed Our conclusIons and recommendations have been rendered uSing generally accepted standards of geotechnical englneenng geology practice In the state of Flonda No other warranty IS expressed or Implied Our conclusions and recommendations are based on the desIgn Information furnIshed to US, the data obtai ned from the prevlo usly descnbed subsu rface exploration, and our experience They do not reflect vanatlons In the subsurface conditions that are likely to eXist In the region of our bOrings and [n unexplored areas of the SIte These variations are due to the Inherent variability of the subsuriace conditions In this geologic region Should variations become apparent dunng construction, It will be necessary to re~evaluate our conclusions and recommendations based upon our on~slte observations of the conditions The Site IS underlam by limestone bedrock that IS susceptible to dISSolution and the subsequent development of karst features such as vOIds and sinkholes In the natural sOil overburden Construction [n a Sinkhole prone area IS therefore accompanied by some risk that Internal sOil erosion and ground subSidence could affect new structures In the future It IS not poss[ble to Investigate or design to completely eliminate the pOSSibility of future sinkhole related problems In any event, the Owner must understand and accept thIS risk The scope of our servIces does not Include any envIronmental assessments or [nvestlgatlons for the possible presence of hazardous or tOXIC matenals In the sOlI, groundwater or surface water wlthm or In the general VICInity of the sIte studied Any statements made In thIS report or shown on the test bOring logs regarding unusual subsurface conditions and/or composItion, odor, staining, ongm or other characteristics of the surface and/or subsurface materials are strictly for the [nformatlon of our chent and mayor may not be Indicative of an environmental problem If changes are made 1 n the overall deslg n or the locatIon of the proposed facilities, or If the fin Ish grades differ from those discussed herein, the recommendatlons presented In thiS report must not be conSidered valid unless the changes are reViewed by our firm and recommendations modified or verified In writing We should be given the opportunity to review the foundation plan, grading plan and the applicable portions of the project speCifications when the design IS finalized Th[s review will allow us to check whether these documents are consistent with the Intent of our recommendations " , ~, ~< '" ;_~ r :'\}~I > ,~ "'... 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C) , C Z 0 ......, ..-. 1lJl;) N (") 0 r G} (fI -Ie:; <::I ... 0 !'l )> :r: 2?- ....::u .t:r,. g 0 ;:g -< ;=J 0111 .... , . <: , ..-. -< "11"" W 0 Z (') .... c.o G} r <::I '-' I TABLE 1 GROUNDWATER DATA MIZNER'S RIDGE PINELLAS COUNTY, FLORIDA r I I' : r' I Approximate Depth to GWT Depth to Estimated Seasonal Boring No. Below Grade (ft) High Water (at tIme of drillmg) Table (ESHWT) (ft) 8-1 NE >6 B.2 NE >6 8-3 NE >6 8-4 NE >6 8-5 NE >6 HA-1 NE >6 HA-2 NE >6 HA-3 3 05 i-~ I I Incremental Infiltration Rate (10 Ihr ) o o o 0 0 0 0 0 0 ...... N VJ ..... U'l Q) 0 0 0 0 0 0 0 U'I 0 ...... U'I VJ 0 :S ):- "0 "0 .., ..... 0 ~ U'I 3 b III :~ - CD en - III m Q" Ci Q) N , III 0 (ll G) "'0 Co () "tI CD S- O -. 1 ~ :J :s: Co ::ll m Cl) -l ::= !;!! - N @ - 3' D) :J - - en ctl ttI 0 0 (l) ~ - :;;l ~ ZO IJ) ~ ~, co ;::c 0 III 0 .-. o 0 ;;0 ::I - U'I . t: CD :J -. 0 O_Q. \I ~'<(Q 0 · .. 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