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FLD2004-11077, PLT2004-00017 \- ORIGINAL FLS2004-10065 2506 COUNTRYSIDE BLVD Date Received: 10/25/2004 EXCUTIVE CORP. OF CLEARWATER ZONING DISTRICT: OS/R LAND USE: RIDS ATLAS PAGE: 221A PLANNER OF RECORD: JVS C L W CoverS heet ..\ :i@' n\7ater -~ u~ Planning Department 100 South Myrtle Avenue Clearwaler, Flonda 33756 Telephone 727,562-4567 Fax 727,562-4865 CASE # 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) slapled and 3} folded sets of site plans o SUBMIT APPLICATION FEE $ * NOTE 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Residential Infill Project (Revised 12/30/2004) ORIGiNAL - PLEASE TYPE OR PRINT- A APPLICANT, PROPERTY OWNER AND AGENT INFORMATION (Code Section 4-202 A) MAILING ADDRESS Beazer Homes Corp., a Tennessee corporat~on 2630 South Fau1kenberg Road, Rlvervlew, FL 33569 APPLICANT NAME PHONE NUMBER 813-663-9002 FAX NUMBER 813-663-9493 PROPERTY OWNER(S) (Must [nclude ALL owners as listed on the deed - proVide ong'03I slgnatule(s) on page 6) DrlVe, Arlel #704, Fort Myers, FL 33919 T~mothy A. Johnson, Jr., Esqulre AGENT NAME Johnson, Pope, Bokor, Ruppel & Burns, LLP Executlve Corporatlon of Clearwater, lnc" 5620 South Landlngs MAILING ADDRESS P .0. Box 1368, Clearwater, FL 33757-1368 PHONE NUMBER 727-461-1818 FAX NUMBER 72 7-462-0365 CELL NUMBER E,MAIL ADDRESS tlmJ@Jpflrm.com B PROPOSED DEVELOPMENT INFORMATION (Code Section 4-202 A) STREET ADDRESS of subject site 2506 Countryslde Boulevard LEGAL DESCRIPTION See Exhlblt "A" attached PARCEL NUMBER PARCEL SIZE PLANNIW' & V ' PROPOSED USE{S} AND SIZE(S) t-_ ct..... I;: ~ ,'n ~'~;~J!:IIJ) SVC5 - l,.~........_. {number of dwelling Units, hotel rooms or square footage of nonresldenllal use} DESCRIPTION OF REQUEST{S) Attach sheets and be speclfic when Identifying the request (Include all requested ~ode dev'allons, e 9 reductIon III reqUired number of parking spaces spe~lfic use etc) See Exhlblt "B" attached Page 1 of 7 - FleXible Development Application ReSidential infill 2005- City of Clearwater ORIGINAL DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TOR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO ..L (If yes attach a copy of the applicable documenls} C PROOF OF OWNERSHIP (Code SectIon 4-202 A 5) o SUBMIT A COpy OF THE TITLE INSURANCE POLICY DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6} D WRITTEN SUBMITTAL REQUIREMENTS (Code Section 3-913 A) o Provide complete responses 10 lhe SIX (6) GENERAL APPlICABI L1TY CRITERIA - Explain how each cntena IS acllleved, In detail The proposed developmenl of the land will be m harmony with the scale bulk, covel<lge denSity and character of adjacent properties In which 11 IS located See Exhlblt "B" attached for responses to General Crlterla 1 through 6. 2 The proposed development will not hmder or discourage the appropnate developmenl and use of adjacent land and bUildings or Significantly Impair the value thereof 3 The proposed developmenl will nol adversely affect lhe health or safety or persons resldng or workmg In the neighborhood of the proposed use 4 The proposed development IS designed to mllllmlze traffic congestIOn 5 The proposed development IS conslstenl with lhe community character of the Immedlale VICinity oflhe parcel proposed for development 6 The design of the proposed development mllllmlzes adverse effects, including visual, acoustJc and olfaclory and hours of operation Impacts, on adjacent properties Page 2 of 7 - Fle)uble Development Application Resldentl8llnfill 2005- City of Clearwater ORIGINAL I:l Provide complele responses 10 lhe seven (7) RESIDENTIAL INFI LL PROJECT CRITERIA - Explain how each cnterla IS achieved In detail 1 The development or redevelopment of lhe parcel proposed for developmenlls otherwise Impractical wlthoul deviations from the Intensity and development standards See Exhlblt UBI1 attached for responses to Resldentlal Inhll Crlterla 1 through 7 2 The developmenl of lhe parcel proposed for development as a resldenllal Infill prOject will not materially reduce lhe fair market value of a b u 1Ilng prope rtles (I nel u de the e x IS b ng v OIl ue of lh e site and th e pro posed va lu e of the site With the 1m prove m e nls ) 3 The uses Within lhe reSldentlallnfill prOject are otherwise permltled In the City of Clearwaler 4 The uses or mix of use Within the resldenllalmfill project are compallble wllh adJacent land uses 5 The development of the parcel proposed for development as a resldenllal Infill prOjecl Will upgrade the Immediate VlClfllly of lhe parcel proposed for development 6 The deSign of the proposed resldentlallnfill proJecl creates a fonn and funcbon that enhances the community character of the Immediate vlclnrly of the parcel proposed for development and the City of Clearwater as a whole 7 FleXibility rn regard to lot Width, required setbacks, height and off-slreet parking are jusbfied by lhe benefils to commuflIly characler and the Immediate VIClfllly of the parcel proposed for developmenl and the City of Clearwater as a whole rnl-~ &l~- 0 W ~ r~l ~ 1 l' JUL ,0 1 2OD5 I l L.:./ PlANNING & O~\Tl n. 'j J S'leS l \: , r ~~ ii I r -~ C,W Q! '1...:._. _,l_ ~_ q Page 3 of 7 - FleXible Development Application ReSidential Infill 2005- City of Clearwater JRIGINAL E STORMWATER PLAN SUBMITTAL REQUIREMENTS (City of Clearwater Storm Dramage Design Criteria Manual and 4-202 A 21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS All appllcallons lhallnvolve addition or modification of ImpelVlous surface, mcludlng bUildings must Include a stormwater plan that demonslrales compliance wllh the City of Clearwaler Sloffil Drainage Design Cntena manual A reduction In ImpelVlOus surface area does not qualify as an exemption to this reqUirement If a plan IS nol required the narrallve shall provide an explanallOn as to why the site IS exempl I:l At a mlmmum, the STORMWATER PLAN shall Include lhe followmg Ex I sling to pog ra p hy exlen ding 50 feet beyond a II property IIn e s Proposed grading Including fimshed floor elevalions of all slructures, All adjacent streets and muniCipal slorm syslems Proposed stoffilwater detentlonlretenllon area Includmg top of bank, toe of slope and outlet control slruclure, A narrative descnblng lhe proposed stoffilwater control plan mcludmg all calculations and data necessary 10 demonstrate compliance With lhe Clly manual Signature and seal of Flonda Registered Professional Engineer on all plans and calculations I:l COpy OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT {SWFWMD} PERMIT SUBMITTAL (SWFWMD approval IS reqUired pnor to Issuance of City BUilding Permit) If applicable o ACknndgement of stormwaler plan reqUlremenls (Apphcanl musllnltlal one of the following) -4f- Stormwater plan as noled above IS Included Stormwater plan IS nol reqUired and explanallon narrative IS attached At a mlmmum, a grading plan and finished fioor elevations shall be prOVided CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWA TER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR If you have questons regarding lhese reqUirements contact the City PubliC Works Admlnlslrabon Engineering Department at (727) 562-4750 F SUPPLEMENTAL SUBMITTAL REQUIREMENTS (Code Section 4-202.A) o SIGNED AND SEALED SURVEY (Including legal descnptlon of property) - One Original and 14 caples I:l TREE SURVEY {including eXlsling trees on slle and Within 25' of the adJacenl site, by species, size (DBH 4" or greater) and 10cal1on, mcludlng dnp Imes and indicating trees to be removed) - please deSign around the eXJstmg trees, o LOCATION MAP OF THE PROPERTY, o PARKING DEMAND STUDY In conjunction With a request to make deViations to the parking standards (Ie Reduce number of spaces) Prior to the submittal of thiS application, the methodology of such study shall be approved by the Community Development Coordinator and shall be m accordance With accepted traffic engmeenng prinCiples The findings of the study Will be used m determmmg whether or not deViations to the parkmg standards are approved, o o o GRADING PLAN, as applicable PRELIMINARY PLAT, as required (Note BUilding permits Will not be Issued unlll eVidence of recording a final plat IS proVided), COPY OF RECORDED PLAT as applicable, G SITE PLAN SUBMITTAL REQUIREMENTS (Section 4-202 A) -~ 0 W ~ rmJ JIJL 0 1 2005 III Ii -.../ . I I , PU\J\jI\ t" ~ ' ~ i""t' ~ ('!1({,J < ',,) ""'-'-.. -...... - - - I:l SITE PLAN With the follOWing Information (not 10 exceed 24" x 36") All dimenSions, North arrow Engll'leenng bar scale (minimum scale one II'lch equals 50 feel), and date prepared, Localion map, Index sheel referenCing mdlvldual sheets Included II'l package, Footpnnl and size of all EXISTING bUlldll'lgs and slruclures, Footprint and size of all PROPOSED bUlldll'lgs and structures, All reqUired setbacks, All eXlsllng and proposed pomts of access, All reqUired Sight tnangles, Idenllficallon Of environmentally unique areas such as watercourses, wetlands, tree masses, and specimen trees Including des~lpllon and location of underslory, ground caller vegetation and Wildlife habllat;, elc, Location of all ubllc and rlvate easemenls Page 4 of 7 - FleXible Development Application ReSidential Infill 2005- City of Clearwater ORIGINAL locallon of all streel nghls'of-way within and adjacenlto lhe Site, location of eXlstng public and private ulll1l1es, Including fire hydrants, storm and samlary sewer lines, manholes arld 11ft slatorls, gas arld water lines All parl<.lrlg spaces, drlveways, loading areas arld vehicular use areas, De pi clio rl by sh ad I ng 0 r crossh a tchlng of all req u I red parking lot In te nor la nd sea ped a rea s, locallorl of all solid waste cOrltalners, recycling or trash handling areas and outside mechamcal equipment and all required screening {per Seclion 3-201 (0)(1) and Index #701}, Location of alllarldscape mate nOli, Location of all onSlle and off site slorm,water management facllllles, LocatlOn of all outdoor Ilghllng fixtures, and Location of all eXlsbng and proposed sidewalks o SITE DATA TABLE for eXIsting, required, and proposed developmellt In wrlttell/tabular form Land area In square feet alld acres Number of EXISTING dwelling umts, Number of PROPOSED dwelling units, Gross noor area devoted b each use, Parking spaces total number, presenled In tabular torm With the number of required spaces, Total paved area, Including all paved parking spaces and dnvewa~ expressed In square feet and percentage of the paved vehicular area, Size and speCIes of all landscape malenal, OffiCial records book and page numbers of all eXlsllng utility easemen~ BUilding and structure heights, Impermeable surface rallo (I S R ), and Floor area rallo (F A R } for all nonresldenllal uses o REDUCED SITE PLAN to scale (8 Yo X 11) and color rendenng If pOSSible, FOR DEVELOPMENTS OVER ONE ACRE proVide lhe follOWing additional Information on slle plan One-foot COrltours or spot elevatIOns on Site, Offslle elevations If required to evaluate the proposed slormwater marlagemenl for the parcel, All open space areas, location of all earth or WOller retaining walls and earth berms, Lolllnes and bUilding lines (dimenSioned} Slreels and dnves (dlmenSlorled), BUilding and structural selbacks {dimensioned), Slruclu ra love rha ng s , Tree InventOlY, prepared by a 'cerllfied arbonst", of alllrees 8" DBH or greater reflechng Size, canopy (drip lines) and condition of such trees o H LANDSCAPING PLAN SUBMITTAL REQUIREMENTS (Section 4-1102 A) , U . /: I! :! ,-, I -~ ----1 o LANDSCAPE PLAN All eXisting and proposed Slructures, Names of abutllng streets, Drainage and retention areas Including swales, Side slopes and bottom elevallons, Delineation and dimenSIOns 01 all reqUired penmeler landscape bufliars, Sight VISibility tnangles, DelineatIOn and dimenSions of all parking areas Irlcludmg larldscaplng Islands and curbmg, Proposed and reqUired parking spaces, EXisting trees on,slte and Immedlalely adjacent to lhe slle, by speCies, size and locations, mcludlrlg drlpllnes (as IrldlCaled on requ I red tre e su rvey), Plant schedule With a key (symbol or label) Indlcallng the size descnpllon, speclficallons and quanlllles of all eXisting and proposed landscape malenals, including botamcal arld common names Locallon size and quantities of all eXisting and proposed landscape materials Indicated by a key relallrlg to lhe plant schedule, Typical planting details for trees palms, shrubs and ground cover plants including mstrucl10nS SOil mixes, backfilling mulching and protecllve measures, Inlenor larldscaplng areas hatched and/or shaded and labeled and Inlenor landscape wverage, expressing In bolh square feet and percerltage covered, Conditions of a prevIous development approval (e 9 condlllons Imposed by lhe Community Developmenl Board) Imgatlon notes I $~JC~ JUL 0 1 2005 PLAr. ~ ' ':.:... " <:.1fv ~ __ o REDUCED LANDSCAPE PLAN to scale (8 Y, X 11) (color relldenng If pOSSible), o o IRRIGATION PLAN (reqUired for levellwo arld three approval), COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable Landscape aSSOCiated wllh lhe ComprehenSive Landscape Program shall exceed minimum Code reqUlremenls 10 offset the areas where minimum Code Will not be mel Page 5 of 7 - FleXible Developmerlt ApplicatIOn Resldentlallnfill 2005- City of Clearwater ORIGINAL BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS (Section 4-202 A 23) Required m the event the applicatIOn Includes a development where design standards are In Issue (e g Tounsl alld Dowlltown Dlstncts) or as part of a ComprehenSive Illfill Redevelopment ProJecl or a Residential III fI II Protect o BUILDING ELEVATION DRAWINGS - all sides of all bUildings Including height dimenSions colors and matenals, o REDUCED BU ILDI NG ELEVATIONS - four sides of bUilding wllh colors and matenals to scale (8 Y, X 11) {black and while and color rendering II possible) as required J SIGNAGE (DIVISiOn 19 SIGNS I Section 3-1806) o All EXISTING freestanding and altached signs, ProVide photographs and dimensions (area height etc), Illdlcate whelher lhey will be removed or to remalll Q All PROPOSED Ireestandlllg and attached signs, ProVide details IIlcludlng 10caliOn size helghl, colors matenals and drawing, Ireestandlllg Signs shalllllclude the street address (numerals) o Comprehensive Sign Program appllcallon, as applicable (separate appllcatloll and ee reqUired) o Reduced slgnage pro)Xlsal (8 Y, X 11) (color), If submitting Comprehensive Sign Program applicahon K TRAFFIC IMPACT STUDY (Section 4-202 A,13 and 4.801 C) Q I nclude If required by Ille Traffic Operations Manager or his/her designee or If the proposed development Will degrade the acceplable level of service for any roadway as adopted 1Il1ha Comprehensive Plan Will generate 100 or more new vehicle dlrecbollaltnps per hour alldlor 1000 or more new vehicle tripS per day Will affecl a Ilearby roadway segment and/or IIltersecllon with live (5) reportable accldellts wlthm the prior !welve (12) monlh penod or that IS on the City s annualllsl of most hazardous Intersecllons Tnp gelleratlon shalt be based 011 the most recellt edltloll of the Institute of Trallsportallon Engineer's {ITE) Tnp Gelleral Manual Q The Traffic Impacl Sludy must be prepared In accordallce with a "Scoplllg Meellng held wllh the Tr~ffic OP.erallons Manager and lhe Plannlllg Department's Development ReView Manager or thelf deSignee (727 ,562-4 750) ~ ag [~ 0 ~q (] - rn: 1 Refer 10 Sechon 4-801 C of the Community Development Code for exceptions to lhls reqUlremellt D ' I: I i I ,,,,,,,,,,, of trnfI1"m"," ''''' ""'"'~."" (Appl~m m"" '01'" 000 of the follow"'O' JIJL 0 I 21m I! IJ II each turning movemenl at alllnlerseCllons Identified mlhe Scoplllg Meell1lg PlANNING & DE \'H 1 ;/-'"d j r svcs Traffic Impacl Sludy IS not reqUired ~__Cl.TY OF c...:..J;RW\U.:.:'1 ~ ' CAUTION -IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR II you have quesuons regardlllg these requirements, colllacl the City PubliC Works Admllllstrabon Engllleenng Department al (727) 562-4750 L SIGNATURE I the undersigned acknowledge that all representations made In thiS appllcalion are lrue and accura 10 the best of my knowledge and authOrize City represenl?lIVeS t ViSIt and photograph the property descnbed In thiS application STATE OF FLORIDA, COUNTY OF PINELLAS Swom to and subscnbed before me lhls 30th day of June AD 2005 to me and/or by TiI\1n....ny A ,Tnnn>=:nn, ,Tr .who IS personally known ~ ~~~xxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxx~ LINDA R CUNiIIINGHA~r l rn (l EXPIRES July 4, 2008 S""G-Jd Tn," Notary PublJ(: Underolrllers Signature of properly owner or representallve \.../ Tlmothy A. Johnson, Jr. Page 6 of 7 - FleXible Development ApplicatIOn ReSidential Infill 2005- City of Clearwater ORIGINAL AFFIDAVIT TO AUTHORIZE AGENT: - -- - - > Execut1ve Corporation of Clearwater, Inc. , a Flor1da corporat1on > - , (Names of all property owners on deed - please PRINT full names) , - - ~ - > - 1 That (I amlwe are) the owner(s) and record lrtIe holder(s) of the fofkM'lIlg described proper1y (address Of generalloeafion} 2506 countryside Boulevard - - (Parcel No. 30/28/16/00000/320/0300) 2. Thallhls property c:onsblules the proper1y fOr whlch a request for II (describe request) FlexLble development approval Plat approval 3 That the undersigned (has/haveJ appdn!ed and (does/do) appoint TllllOthy A. Johnson, Jr. . Esqu1re, and Johnson, Pope, Bokor, Ruppel & Burns, LLP as (hlsMelr) agent(sl to execute any pellUollS or other documents necessary to affect such pebllon 4 That this afljdavll has been exeCllled to Induce the City of Oearwater Flonda to oonsn:fer and act on the above descnbed proper1y 5 That sIte visits to the property are necesS3fY by CIty repre sentatr.es In oroe r 10 proces 5 IhIs a ppr ~\iOn and Cie owner authoru:e s City re presentab ve s 10 VISit and photograph the proper1y d ascribed In this appllcatlon. 6 That (llwe). the underslg~ed authority, hereby certify thatlhe foregOlllg Is !rue and correct Execut1ve COrpOrat1on of Clearwater, , ~~~~ , II ",,\.f , - -......... - '- Proper1yOwner S. Lee Crouch, President - .. >. - - - ~ - - -- - - - - > - - - -. Proper1y Ov.ner - ~ - -> - - - - I , Property Cl-Mler STATE OF ELDRIDA ) - COUNTY OF LEE ) Before me the undersigned. an offICer duly commissioned by the laws of the Slate of Flonda on thiS 9 day of June . 2005 personally appeared S. Lee Crouch, as Pres1dent of A7 ~C{ been firs! duly sw~n 7J. Deposes and says that he/she fully urlderslands the conlen!s of the affn:favtl thaI helShe srgned p...., , I?Cf' l.. <::..- C ,:)..(!} -7 2: - -2 y~_ *Execut1ve Corporation of Clearwater, Inc., ~ -- ---- a Fla. corporation, on behalf of said corporatioll NolaryPub!u, My CommlsslOll ExpIres - .,::;;'~''t;:" WARREN L DAVIDSON ..-g, '." -,..,:, ~, '*f~&'- , ..........1>._ , " , ~ :'(:: f}.,PIRE S J1r IJar , "0,')( ..-:;. ~~ .. <1' 8f1lflrft~ ~ 8U(1ued Thrl"l (:::'ll.Jr\ ....u ..... ,.-r~"4nlers ~~ - ~o S IPl.tnmng Dcpar(m"IllIApplICDl/on Formsllk",,'op""'n1 rcvrcwlnCJllblc d"vl!/of'lfl"nl appficllt"''' 2005 dac W~ flit, (~O.W ~ irrl JIJL 0 1 2005 .j "- ! .-J VElOPMENT SVCS ORIGINAL EXHIBIT "A" LEGAL DESCR.IT>TION A tract of land lymg m SectIons 30 and 31, Townslup 28 South, Range 16 East, City of ClealWater, Pmellas County, Flonda and bemg more particularly descnbed as follows COMMENCE at the West 1/4 Comer of saId SectIon 30, thence run South 0019'55" East, along the west lme of saId SectIOn 30, for 44465 feet, thence South 89055'13" East for 50 01 feet to the POINT OF BEGINNING, thence contmue South 89055'13" East for 1558 45 feet to a pomt on the westlme of "Dunedm Industnal Park" as recorded m Plat Book 64, Page 76, Records of Pmellas County, Flonda, thence South 0004'47" West for 93736 feet to the southwest comer of saId Plat, thence South 89055'13" East, along the south lme of saId plat, for 247 55 feet to a pomt on the westerly nght-of- way hne of Enterpnse Road, thence 1661 feet along the saId westerly nght-of-way lme and the arc of a curve that IS concave to the northeast, havmg a radiUS of 895 00 feet, a chord length of 16 61 feet and a chord beanng of South 9027'20" East to a pomt of compound curvature With a curve that IS also concave to the northeast, thence 261 09 feet along the arc of saId curve havmg a radiUS of 330 00 feet, a chord length of 25433 feet and a chord beanng of South 32039'10" East to a pomt of tangency; thence South 55019'05" East for 34577 feet to a pomt of curvature of a curve of a curve that IS concave to the southwest, thence 96 09 feet along the arc of said curve havmg a radiUS of 170 00 feet, a chord length of 94 82 feet and a chord bearmg of South 39007'31" East to a pomt of tangency, thence South 22055'56" East for 143 70 feet to a pomt of curvature of a curve that IS concave to the northeast, thence 286 62 feet along the arc of saId curve havmg a radiUS of 405 00 feet, a chord length of 280 68 feet and a chord beanng of South 43012'18" East to a pomt of reverse curvature With a curve that IS concave to the southwest, thence 10223 feet along the arc of saId curve havmg a radIUS of250 00 feet, a chord length of 101 52 feet and a chord beanng of South 51045'54" East to a pomt of compound curvature With a curve that IS concave to the west, thence 49 17 feet along the arc of said curve havmg a radIUS of30 00 feet, a chord length of 43 85 and a chord beanng of South 6054'15" West to a pomt of tangency, the same pomt bemg on the northwesterly nght-of-way lme of CountrySide Boulevard, thence South 53051'32" West, along Said nght-of-way lme, for 592 43 feet to a pomt of curvature ofa curve that IS concave to the southeast, thence 105947 feet along the arc of Said curve havmg a radiUS of 196000 feet, a chord length of 1046 62 feet and a chord beanng of South 38022'24" West, thence, leavmg said nght-of-way hne, North 67006'44" West for 164 15 feet, thence North 10030'36" West for 67431 feet, thence North 62054'47" West for 114 19 feet to a pomt on the arc of a curve that IS concave to the northwest, thence 98 14 feet along the arc of saId curve havmg a radIUS of 49000 feet, a chord length of97 97 feet and a chord beanng of North 21020'58" East, thence South 85055'13" East for 382 97 feet, thence North 53018'37" East for 254 00 feet, thence North 10004'50" West for 228 53 feet, thence North 36015'14" East for III 61 feet, thence North 14028'28" West for 444 10 feet, thence North 58015'59" West for 44679 feet, thence South 74034'52" West for 206 75 feet to a pomt on the arc of a curve that IS concave to the southwest, thence 37 09 feet along the arc of saId curve havmg a radiUS of 590 00 feet, a chord length of 3708 feet and a chord beanng of North 17013'11" West, thence North 62012'34" East for 28857 feet, UlCnce North 3059'27" West for 431 05 feet, thence North 44005'26" West for 445 53 feet, thence South 79028'45" West for 983 07 feet, thence North 0019'55" West for 393 61 feet to the POINT OF BEGINNING @~'owre m JIJL 0 1 2005 W PLANNING & OEVH ()1-'1.'itNl SVCS 1__ CITY Of C!.E A.B\~~l\D.:.cl ORIGINAL EXHIBIT "B" TO FLEXIBLE DEVELOPMENT APPLICATION FOR RESIDENTIAL INFILL PROJECT 2506 Countryside Boulevard The reason for this request IS to allow redevelopment of the 44 2-acre Countryside Executive Golf Course site, mcludlng the Dogwater Cafe site ("Property"), as a 240-unlt town home community, Costa Verde of Countryside In connection With such redevelopment project, the applicant previously submitted applications seekmg approval of a development agreement, rezonmg to MDR and land use plan amendment to Residential Urban Simultaneously With this request, the applicant has submitted an application for plat approval In connection With the rezoning and land use plan amendment, and In antICIpation of the proposed project, the property owner and the City have entered Into a development agreement that will take effect upon the rezonmg and land use change and applicant's ownership of the Property ("Development Agreement") SpeCifically, the applicant requests fleXible development approval of a reSidential Inflll project to allow attached dwellings m the "MDRn district "(f5[!O w ~D1~ Ii !III 0 1 2005 11 Ii .. - - ':__'1 --, _I 1 PLJ\NNa'!:3 -& ~)t\.., ~ -JI. : 3'JC6 I Cl1Yr~t ,-.'~:~,,-, _ 1 Section 0, Written Submittal ReqUirements General Applicability Criteria: 1) The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties In which it IS located, The parcels located to the west and to the south, across CountrySide Boulevard, are either (I) zoned LMDR With a land use deSignation of RU or (II) zoned MDR With a land use deSignation of RM Some of these parcels contain attached dwellings To the north and northeasterly of the site are mstltutlonal, high denSity reSidential and mdustrlal uses that are located along SR 580 and Enterpnse Road, which runs along the easterly boundary of the property Across Enterpnse Road are office and commercial uses The proposed townhome community IS appropriate for thiS location amid SImilar denSIties of reSidential to the west and south and mixed uses to the north and northeast The proposed denSity of the site IS 543 Units per acre Through the Development Agreement process the applicant has agreed to proVide certain buffers along the westerly and easterly boundaries of the Property 2) The proposed development will not hinder or discourage the appropriate development and use of adjacent land and bUildings or significantly impair the value thereof. ORIGINAL Through adherence to the Development Agreement the applicant IS addressing certain concerns of the neighbors, such as buffering, limiting the height of bUildings adjoIning eXisting residences to a maximum of 35 feet, and lengthening a SB to WB right turn lane Enterprise/Countryside Blvd intersection 3) The proposed development will not adversely affect the health or safety of persons residing or working In the neighborhood of the proposed use. As previously discussed. the proposed use as attached dwellings IS similar to eXisting uses In the neighborhood The applicant's proposed development agreement Insures that all development Will be In accordance With a proposed conceptual plan The applicant has proposed landscape buffers In excess of what IS required by Code In order to reduce Impacts to neighboring residences In addition, the proposed redevelopment Will address drainage problems that eXist on neighboring properties 4) The proposed development IS designed to minimize traffiC congestion, The applicant has separately submitted a traffiC study to address traffiC Issues The Development Agreement calls for certain mitigation for which the applicant IS responsible 5) The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The density of the proposed development IS substantially the same as the density of neighbOring residential developments The values of the newly developed housing Will equal or exceed the values of the neighbOring reSidential developments 6) The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation Impacts on adjacent properties The Development Agreement Will limit development as set forth In a proposed conceptual plan that addresses buffering of the site from neighbOring residences Resldentlallnfill Project Criteria' 1, The development or redevelopment of the parcel proposed for development IS otherwise Impractical without deviations from the intensity and development standards The nature of the request does not Include any Increase In "Intensity" of the site 2, The development of the parcel proposed for development as a residential Infill project Will not materially reduce the f. . Lf5e~nIW i..€ r~:1 DG ...- ~.,lll: ! i I Ii 2 'III 0 1 2005 I; I ;. .I -- f ~; t ", At" ~--'-- ORIGINAL abutting properties. (Include the existing value of the site and the proposed value of the site with the Improvements,) The proposed use as attached dwellings will not adversely affect the neighborhood The Development Agreement Insures that all development will be In accordance with a proposed conceptual plan Some examples of Improvements to the area are proposed landscape buffers In excess of what IS reqUired by Code and redevelopment pursuant to a master drainage plan which will address drainage problems that eXist on nelghborrng properties The values of the newly developed housing will equal or exceed the values of the nelghborrng residential developments The current value of the property IS estImated to be approxImately $7,000,000 Upon completion of the proposed Improvements, the value of the property IS estimated to be approximately $52,000,000 3. The uses within the residential infill project are otherwise permitted in the City of Clearwater. Attached dwellings are permitted In the MDR dlstnct under Sections 2-303 (Flexible Standard) and 2-304 (Flexible Development) of the Code 4. The uses or mix of use within the residential mfill project are compatible with adjacent land uses. As discussed In detail In General Applicability Cntena 1, the proposed townhome community IS compatible with similar densIties of residential to the west and south and mixed uses to the north and northeast 5. The development of the parcel proposed for development as a residenballnfill project will upgrade the immediate vicinity of the parcel proposed for development. As discussed In Residential Inflll Criteria 2 above, the proposed project Will enhance the area The condition of the eXisting executive golf course has deterrorated over recent years because the business has become uneconomIC The Development Agreement addresses certain concerns of the neighbors, such as buffering and limiting the height of bUildings adjOining eXisting residences 6 The design of the proposed residential inflll project creates. a form and function that enhances the community character of the immediate Vicinity of the parcel proposed for development and the City of Clearwater as a whole, Due to the decline of business at the eXIsting golf course, It ]S no longer a realistiC use of the site \ The proposed redevelopment Will reVitalize the area and the proposed development agreement Will msu ~ lIt oc lrj}~- are not adversely Impacted U L~ 3 Pl..Af\lN~'\jG ;. r:j;: l... ORIGINAL 7 Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The height wIll be limited to 35 feet per the development agreement 7/1/2005952 AM 45403 108701 #330065 v2 - Beazer/Ex to Flex Dev App ~ 0'" ^"[E og [~ II ~Lii ~j- ,il JIJl 0 I ZOlfi l.!!: , ,1 j-J , ---~.- ( PlANN Ii\J..;t 0:). [It. \ r , ' .' .", \11 -:i'/CS.t _CITY Uf CI..;J : ~ \.. cl- g 4 c-J;~~LI ::~-~. _': -:: ",;~,:Z'';:';:_~::_____.____u ~tr--.~~"'-t"';'; ......:;~i'~~r..f b..~ ~ . r ....... ~ ;II~r"'" Or..f10[l~~~ i~V.1; ~;;"'''':k~;]'; J + f~'" "r~-:. " ,,-cOlclly'Df' ~';;I,"(P~HI;' ,\l;: , -1 ,}.:''';. l~'fi.'~{~ !~,~~~:~.,'>';:'C:,"::::;" ~~f,. _"';~j HEREBY':'CERTIry.:::"Gt'on thi>:''"~,. -?'\ .!,.,_ d.y or gec"l.;.t,e~ ~. ,:' ^ l) " -./ bdore. IW<._~ ;r:ie---t~'y_'lIlJlorjtod In the Sl.te and Coullty ,for...aul.lo lah a~kn"wle<ie~mclI" ....... '~~.I~""'_'i~l ............::;p.~...--~.:.~.;-c::.....t..n.....~:;:- ~... - -~ ~~..... ~ ""- IJ . rsonall,.-appo:~,~,':. ~_. u..~ __.__ --'"~-~-- .____,__....N\I;\O T ........11: r...;:.. -";~~j ::::;...... ~~(I'"...:-i-...~......,..~.<:;.-< -. ~ ~ ~~..-a';;~ :;>{a;.;~~ _~_-~----::.-:-:..:."':'~-~.'...~- '" u S. Home_~~pot:at1.0n__.~ _~,......-_,..~y~~,- ...,11-0;--....:,. - ~~~_-_~..~:-;~. _~.:_~~_'_~_ .....;J. ..... ... f . -~ _ - l ~ ~- ~ u '::....:L..,.. ~ -~r~"" .:-- -:a torvorilh'~e. :, ' : under lb.. II... or the Slale or _.. Dc lAwax: Co. _ _ _ to "". kno,",n to he' I h. P"rsQl\ do.cnbcd f,-!'" 'In 'rod who uetultd I~t fot"l:otn~ ron\Oy,nc< .nd ~ckno",ledged b.'nt. mr lh.1 hr nocultd l~e ~~ :..,me In tb.. namt or uld .o'1>"raUolI lht.. .uch C"l1'Or>lo "I hrer ht " 'Il'uly 'Ulh"r11ed by I he ]';~~rwpor.1 kill 10 do "" th.Lhe ,m.ed t~.'elo III.. ortlel.l .0.1 01 u,d cotl"'<lhQn .nd lhe .."d ,n,t", h---:. enl;l lh!~d -:uld....J.,.ditd-r.OI ~tcfc~~~r~hQn ~ '~;.-...-: : ~"'- ~'\t'-;"; '-II:...~"'" ~ .:;.~,~;..: "{i'1"':r ~~{* ,TI1Il-ln'lrum,"4"'u~l'np>ted by\-~ rt t.1'1';... ,--~,'?t"'....,;.r""~ or .AM>Mf''',~'ft~~~.t,~i<:~''''' _ ,~r out l~: 1Jl_~ C"u."l~ and} 'j RalldygyjS:_Mor~ll'Y~isq~~ :<V-'lI:'.iht,'1" -,~. -, _~ "..t~OlSl'BO~SOOO:;,z~;.;", ~;, ~:t;;}-...1 ( & ... ~ y...... S~ ~~............ r ~~h, F~" :,;j,:.:.:&. ~On~COUIl l:Y3i'd~Of:f1ce.:'" , ='-!- - , .' - ~~ ">&i.;par~~~*"1::'-,,~~~': t:f " ~:: - '<I':"'y .A~-<!._~".::~~ :.:;H'l'aN~t~~,~Fi6;iid1'~,~;~ ... g..:- ~..~ ...... &.- ' - "'~-- -. , , ~<l .,- 33516:;....:' .,0>' ....!r-~ Zb. 6/j'-, u -..: \ ,L.~".. ~ '[ }"r'\ T ~,~ ->1",'c.- .. ,"";"~,' ".' _ ,~ , ~'" ;d.... f~~:r-".....'""...-..::t '^,.~ ::01: ,j.);'P.-~~""'1"~;:'" I.' ~ I "..<",.l,rf ..., '.;;:" -; N.,.:;~...':t~ S . . iI'~\ '"'J{Atn.. Hml)' S-t~ll'""~...~ ~\~'X<~ 1-t~E1 .l~ ~~ft~~~ 1~ I- '"' :t...-~:~ :-7~-1~ ~A::' ,)1 I ..t ~ f~...,).. ~"X l~'\;;~:r-rp-~< 08/04/2004 07 19 FAX 727J918 " _.:;t'\,~"" Decembcl: A lJ 19,_77 d,y"r '77201.355 · ['orpnr..r Ion ne.laware. htr<,n,f1n _oiled l~o Gr.nl"r ,nd ~T.I'[f;,_~gR.PORATION.....f' _~l~,1'I;':-~ATE!l-~, a Florida ~~rp9~~t~o~_ "IWJLl ~~~ ~ i.-11IyT , , r ; 'i~ .. ORtB~ .>I,~.4640 fACEiOJ6 , ~ ,..y .-;& . -'II {.,..... I" 101532132 72 40 PTe"dent --~ " - \ ... ~ ~ 08/04/2004 07 22 FAX 727391f ..-..... OR' ~INAL 1i!J003/008 ,.. A tract of land lying in Sections 30 and 31, Township 26 South, Range 16 East, Clty of Clea~ater. Pinel1as County, florlda and being more partlcu1arlJ described as (ol1ows: ~ . COIfiEKCE. at the West 1/4. Cornel"- of said Section 30; thence run South 0019'55- East, along the west line of saidoSect1en 30," for 444.65 feet; thence South ~9055'13- East for~O.Ol feet to ~fPOIflT. Of BEGINNING; t~ence continue South. 89055'13- East for 1558.45 feet to'a point on the ~st 11ne of "Dunedin Industrial Par~- as recorded in Plat Book G4, Page 76, Records of Pinellas County, Florida; , thence South~oo04'47. West for 937.36 feet to the southwest corner of said Plat; thenc~-SoutJl.~890S5~13- ~[ast, along)he. south. )fne of said pl/lt. ,for 241.55~ feet::':-$'" > ~ ~ to a. paiqt..!!n the: lIesterly~rfght~f,-cW1li l1ne'ot':; Enterprise Road; thence_ 16'.61 feet:.." p?f!, - 1l1~ng;;t'1l;Ls~tlt.~ter.lrr1ght"'of.wa;,lt ne and..):he)rc. of a tut:Y~ th! t--i ~ -concave,-:~,f ~"l"'~j.:" to the, nort~eas~'1n!1:a 'rad((i~ofbg!i:OOtfee~{a chant 1engtJi of lo~6f.,^feet"~;' ,- - ,,.~ , and a c'hord \ bearing of sOuth 9027 <20- East: to a pot nt of compoofld curva ture wi th a curve tlta t~ is 'also concave ~to. ,t.he,n<lrtheas to thence 261.09 feet 1I10ng the arc ~ -'. '- {~ "of sa td cuo-e- be. ytn!i~.. 'radi us: ot? 330"00 feeiit:'~ltChOM >1 ength of 254 ;33, f:eeellld' ,:--;'.; ti.' ,-<. .; "L.~., li.a~(:bO~beit.t,~'~~~I'" . .s~~ ~ "Q~lI.ngef!c)'~th~ffi!G9. " ~ ~,.; >, ....~ 55~9!0~'tfra:s~ f~345rr];.fei.t ~P;;I~~o ~ r.vi!ure' 'Of ll'1ur~t'll<<~~lI, ~, ' ~<;' ~y<'" , ... is' concave~ tts tbe'So<lthWest;l nC8j:96;09 feet~long the a'('C~of, Sllfd:(Curve,!,haVfng~ '?P4tt'-;~ h::>- - a radjus ~of,l170. 00 feet ;....1 c'hordile.!!gtfi'~ ofr 94 :82, feet and a' chorQ )~e,ar~in9iof; South ,>-~~>> '.~,: .' . ~o01;' 31 ~:[ll5t. to-a;POlnt>;o~,U:n~'.'Cy~~hence '-S,outh',2aoSS'.56~ Eas~',fo.tt14~. 70 (<..w~f:t.~t~ ~, ~_ feet to' a povtn~ oJ, CU<rvlt~re. .o!i'a{eurve.,.Jhat. ts:concave_ to the ,no!:t~a!!t the,nte... ,~..';{ti"", -285'.62, feet "a1ong- the 'arc of saiIUCUI"V'l!!. having"'", r~dius of '05,00 J~~t.fIJchOr:.d~~~~.;1~~ ~ , 1engtl'l:~t'_~~,66"fee.t< and'. chOrd~belrlng ,of~ ,~t.IJ, 43012' 18~, [U~ tl?;..a,:poin~ of.: ;:.< "::'~~5~' ''''{'ve':Sl!! cll!:Vature wt th ,3 curve ~ tM t ~ I s~ concave- to' the southwestr thenCe 1 02.;' 23.~ ~_ :-"~ -:,.. ~ feet along ,t'he:arc:: of said curve having a radius ot 250,00 f~t; 'a, ch~"'d. Jen~th 7- - , r.J::: ~ of 101.52 feet and a chordlbearfng of South 51~45'S4. East to a point of compound curvature w{th a curve that is CORcave to the west; tbente 49.17 feet along the arc of said curve having II. radius of 30.00 feet, a chord length of 43,85 and a chord bearing ?f South 6~S4'15. West to a point of tanqency, the same point being on the northwesterly right-of-WiY line of Countryslde Boulevard, thence South 53"51' 32:' ,West, along said rlght-of_ay line, for 59Z,43 feat to a point,of :- ',~ ,~\- ; curvawn! of a C\lrve that 15 concave. to the southeast, thence 1059.47 }eet- along >, ,- " ,the arc: of.-said curve having a radius of 1960.00 feet, 11 chord length of'.1046.62,., , ""<<./ feet and a chord 'bearing of South 38022'24- West; thence, leaving said r1ght-of-waf _ ,,-;;';. line. North .67006 '44R West for 164.15 feet,. thence North 10030 '36~ :west..!or ~7~.31.! :"Y~ feet; thence. North 6Z"54'47- West-for,114,19 feet to a point on the arc-ofl,a cu~e:;-"'.."'~~"" that,is concave to the northwest, thence 9$,14 feet along the arc of said curve ,'- _:~;'1~'. ha vi ng a radius of 490. DO feet. a chord 1 ength' of 97.97 feet /Ind a, chord, beilring' " ;~ ,;,:~>': , '. of Nortlt 21 ~20'58- East; thence South 85055 '13- East for 3B2 97 feet; thence ~orth "~,' 53"18'37. [astfor 254.40 feet; thence North 10G04'50- West for 228,53 feet; .' ' ;:i~ thence Horth.-J60TS'14- East for 111 61 feet, thence Harth 14"28'2~- West for " !, 444,10 feet; thence Horth 58015'59. West for 446.79 feet; thence South 74b3i'52-, West ~or 206~7S feel to a point on the arc of a CUNe th<lt is CC'IC4Ve to the I sbuthwesti thence 37.09 feet along the arc of s<lid curve havtng a radius of . 590.00 feet, a chord len9th~of 37.08 feet and a chord bearing of Harth 17~13'11- West: ~hence North 62012'34 East for 28a 57 feett thence Korth 3059'27- West for 43l:0S.feet; thence Korth 44005'26- West for 445 53 feet; thence South;-. - , 79028'45-:West for 983.07 feet; thence North 0019'55- West for~9J.61 feet to the POINT OF ,BEGINNING. 1 ' ,..', '(.r ,>,", f~~', .. :~t <Iii .--. '-~... " .... .. , !' "[ , -=.r.":-- c ..:~...~... . ~ .... . :~. . .. .' ;>-. - , <:'~ik " -~$'Ib;' <- ~ ~:!'C;:<. ;~i{"" ,.!'~~/.. ~;.;:~r.;t z.;~ ~~.ai~~t 1'J.~,.....Y_ '~\4~~~' i!t!!f~'" I~"'~~-' ~"; ij,.l...:-'} "Ii '!f.o:---"'" ,... , ':.7~,.'-'" :;. ~i?,;.!. ~ .- r, l)l.)\\6'" A. d r.464O f.J.G!1037 - < ..z-=:: -'J ~ }; l' .-.....".: ....... ~J_ ., {.~ - ~...lo -;;.(_~ \ t "'- ~ .....~~:t' X ~..~ ~ ~-'''~~I ~~:-.~~., t ... ~1-:"':5-~" ~...::!-- ~ ....';- .... .. . *":''' -~"'II~ -Q1f:-",~I~ "\ ~~ .. , I - , ~ ::.. .-,~ ~~f...:"..l~...-. ~Y'1., .... ,......~\~-.. ...".#' ' I ~ ,;, \ <,\!r",,~ ~. , 'f c,. ~ ..r\ ~~ "V~}"\- \~' , . ~>:.~ ~f ... I......~r ... 5-J ~ .... :./"i........ ~t:~P:i'~I~-, ,c,... 08~04/2004 07 24 FAA 7273918 This deed J..S subJect to the followin<;l rest:r1.ct:1.ons, cOlld1.l:10ns and reserved r1.9hts C"Restr1.ctlons.) which shall run WIth the properly described on Exh1.b1.t ~_attache~ to this dDed (Mnropcrty") unles~, " and unt;l(te~inated as hereafte~ prov1.ded In Pnragraph 14; and\thes~ ~estr1.ctions,shall be b1.ndlng upon the Property, and all subsequent Own~r5 th~reof~whether or'not rpbltcd in subsequent deeds~_ ~ 1. For a perl,cd of twenty (20) years fx:om the date of ,'.~' record1.n<;l of,thls deed, Grantee (WhlCh term as hereafter used 1n this ,_ Exhibit.,. or ,~l'\;~~y othl"r Fxh1.bit, ~o_the ~eed shall mean E"xe.c?t1.Y,Ci.~kS~~{;,<,,;.{::' Corporp~on of' C~earwater, Ine, .,and al).,. ,lH.l<;cessors 1n ti t le_"t.'?~e~~~'.:~\;-;.w. - Prope.r:t~)?:ko~~nY,oEart;. thereof)-,.&hall.. main'taht the prop~rt'y~rr^1JOod.~ k_<a:~.:'",~ . ,~, -'coiid!1?tOlViGl~1{;epa i r: ;kand;~ Eo llbW rng~the>'~i:onsfruction - ri {i. an 'eligh teen ~m'" (],8) hole, par 3 executlve golf course thereon and lI~cegsarl' associated fac1.1itJ.es, all as approved by U.S. ,Home Corooration 1n 'accordaJlt;:e, ,':". ~_,~, J~Z_ wit~ Parag:~p~ J'herea!ter (~G9,lf Cour~e f~cility.)" 5h~1~~ca~r 'on~~~~'~ ,,~ '-_ )<o;;":~,;" .at-.t~.J.Q.eAA:~"EJm~.l,n ~;nar:!?e,-.r;:;~ taffj.n.~<).~Q~tt:r;:69J:.:~i n9.(,0 ;tt;li~9;?......... . '7,- '$..~_. - ;-\, 'C01..in;~t"i:I1fIT!t~.f'n;!. a ,first' c1a~':.fl\anne~~~lintl.'Fequa~ ~o ~~be~~eF~~ ,!I~ ~ :~ ~ tha t: f?r,"golf, cout'lIe pro)ectJ: of, a 'l1.ke cha{!l.cter in -FloI;ida:!.{~ran1!:}lg .. ~~ duri~9,s~ch\twent1~(20} year pei~od 6~all also..comply suos~apt!~llf~~lt; }~_ - w~th:all~applicable~laws,:ordin~n~es~;statut~s, rules, and;~equla~fon~~~ ,:,."L. : of all. f.ede.r~l.,_,s~ate and lcea 1), <',iJl:hor'i tJes ,and regUI"'_tor~'<';:1I.9ery.~~e:!'-" ;'- ~ and in~ the ovent of lIny ~o"s, (Iamago or, casual ty to th~1...~9!f- Ct;l~:rJe....,.z:.;<';:?!_ fI~ F3c:ili tyt;; or.t'any, part thereof, Grantee shall;promptl( repa~~,~ rc..s}.~,r';l'P~ W replac~' or rebuild such damaged' or destroyed portion, :: :''':''1"$: :5~~~n-j:",~-~~~ _ ... ~ j ......~ ~ \, ~ \~"1~~:I>~~~V'-... " ~, For a pe~1.od of twen~y 120)-years from the dat~ ~ r;~otJi~;$~~ ~ of thIS ~eed. Gran~ee Shall not request, 1nltlate, )OIP I.n or consent " ~ to any change In any 20nlng ordInance, pr~vate restrlstlve covenant. or other publ~c or pr1.vate restrIctIon lImItIng or def1.ning the uses , I WhICh may be Inilde of the Property, or .lny part thereot or improvpne"nt.~f.'i~'""", thereon, OT request any var1ance therefrom or waiver thereof,'and1A~ )"~(-~ ~:" ~ the development of ,u"ound,n..l.nd ., comme'e,.l o','e"denti.I"""~<~<J -:1:" > SItes, ,or other change In the character thereof whatsoever shallllO~"~ ,;;;;,.-,.:;- ;: constitute a basis for varian~e or othe~ relIef from thls,provision~~~~~,~ C ill ~.v.-- h{,................t~~ ~~_ The Property may only be used as a Golf Course Faci! ty dur1.ng~uc. ~~~~ :. ~ twent.y (20)--year perIod, and for no other use or purpase wha,tsoev~r'~:5:~t:;:;" ~ ~ whether Qr.not any other use or purpose 1.5 permItted by zon~n9 or~.~;~~ < -:,~' other author~ty. and Grantee shall not perm~t the Property\: or!a~y\pa~;:t * ~,'" thereof, during such per1.ed to be used as a SIte: for rental hOUStng;::-';~:.t')..~ s~~~, hotels," f'lotels or for sale hOUSIng, Unt.1.1 such twenty (2D) ye:ar".:-',;.,/):;\~_ ~~~ per1.od has elapsed no bus~ness not necessarIly inCIdent t.o the:use~~~~;~; ~,,.,. of the Property as a Golf Course Fac1.11. ty may ~e conducted on the 'l:('" ~?:-,<t ,~, Property, and no other use of the Property, shall be underta~~~~orr~~,~~'~~ ""_~ made...... ~ ~ ...... j _ ':fl...~~;~~"~+~""f~~'t , !.~~~'<:."-:...~..: ">.. ,,-/~.:l-f'!'~ ~~... ..... ...,..K...,.. .rVo"~{....;t'"""', 11........ ~: Any Golf Course Pac111.ty constructed on the property s~~l~~-~~~~~ only be In accordance w1th f1nal plans wh1.ch have fIrst b~en a~P!0~~d~~r1~ by U.s. !lorne Corporat.1on Such fi9al plans ("Plans.) shall, l~~Il!Ac F'" ~~,} 'J!- f:!,l a aolf course layol,t for an e~ghteen" Oe) hole, -nar three executIve ,- .' g~lf courSe; (1.1..) a sIte pI".... <:1.O"'1.n9,the locatl.on, use and 'detai.led,;' {: "'F...~ ~n~~n~e~l)g;af al! ~~~~se0 Jmprovements, lncludlnq but no~~ll~l~~'^ i~~~~ to bU1.1dlnqs, fences and utlll-t'-..es, (1u,) all b"tl,ll.,,,, pla~s ~nd " ~ri'_~,,,,.,.~~ speclflcat1.0ns and arc~~~ectur~l render1.nqs and elevatlonsr (iv) all ~_~~,..___.~ landscaping plans, and Iv} all grad1.n<;l plans, and any other , ~~ ~ eng1.neer1.ng or constructIon plang ar.d drawtngs relating to the 'CoIf ~;, t Course l"acl.ll.ty' U S Home Corporat1.on shall not1.fy Gr"ntee of; its "~~' approval or dIsapproval of such Plans, or any part the~eof,; w~t; ~n ~ ~ twcntY'r(2Pl days after theIr J!el1very ,to lot. U S. Ileme C?rpor~, ~~~ ;: ._.> "'.... shal~~ha!~~\~e Fight-at. Its sole' (Ii~crC~lonfto d1.sapproV~f?~~~ef~~~~~ ~ P ~'an:~\'J.orse_ny',i;'rea son,':"'ir>elud1.11<;l -:'wi t,houfl:,lunl. ta t wn', ',( J. );?noncoo,;,p...1.5.?nt9",~- _ WIth any1m~~~~~land use developmcntoplans or,eoglncerlng pJ~n~~ot~~ ~~~~ amendments:.cthereto .(.,'1aster Plans ':),., affectln<;l ~any land of_ WhlCli"1'the '0' propertY;d.s(~a:"pal:t' ~ (11)" lack- of : harmO'nt:~of" externa 1- des1Cjn ,t,corm:'" 0 elevatio~ vith, structures or topographY~9n p[opertles.wi~~l.~ ~h~~ ~~ ~ ....,. T ... ~ j on:.. "t~.-.. '. ,~s;~ ~ ~ I.....' ~1,.:...~ t7! ~ f? r{ r.% '~1 > . '~.~ U; li:J ,~ ,t t'<..."l ~ ...., ::/~,.-or-~ J t , ,;;" 11J.:flf; ^ t,,.~ 'III 0 t 2005 "~',. """'.~'\i.,,",~ .I - - ' " ~ ".,:"~'h~!'^~ , r' ".~",)'\~...... -.\.... -::: ..:l.f~=::~'I,: '::"::- ?~ ::j. , ? ~ :l : , 1 J ~H' ,~,~ "- \'t6 -' ~'~ "'fk ,'" ..,. - " ,,- ")'..:1 .J"~~" ..- ~ J ~"'~~"''J Il ........ OR,oINA~ ~; 4640 rm1038 "EXHIBIT B '~ ~~:::'I ~...~~ I!...- ~ (;'".!;' ~ \ ~L ~~_'-~ , ' J~~:~!t"i:~..~ 111" - :~~... ~ i~ "\ " ~,(1;;.:f-.I" ...~",.... - . -'; -" PLANNING & DEn l Cr .....,~ ,n SVcs . ~tli1~~...tER. ___ ~004l00S "'I I "~f' . or, I G I N~A L oM-~~ ~ 005/008 08/04/2004 07 25 ~A\ 727391f t surn;u,nd 1 nq area; (~ul type, kind o~ qua 1l ty 0 1m" tCrlill '1 or const~uetJ.on, or bv) ty~. kind, '1\JalLty. qU,JnLity or Im_atLon of fenel ng.' refuse, col1eetl.on a rcas and screeltl,og of bu.lldLng arGi'lS r or such being deemed I.nadequate or unlilHtable by u S. Home COrporation. An .lnitlall~~ co?y of all ~pprnvcd Plans shall be kC2t On flIe at U. S. Home:-_"corporatlOll' S of flee a}.;,qne; c:.ountrysl.(le \Of{1ce Park:. ~ Clearw4ter-. FJ.orlda 33518, c< at'such~ol:her address in Plnell<ts ~(. Count y;;,Flonda' as U 5, Home CorporatJ.on may des19nate by ;J.nstrument recorded 'l.mong the PublJ.c RecorU~",o~~Pi nellas Coun ty, 1"lorlda. < ,-~ 4. - ~ Ex~~Pt _ for" s ucll bu lId !.nC:;~~';,..~ lmp;overnen t S per;: t t~~:ii: 1:0 \ b~' , , constructed_purs'ant to ~lans for the Golf Course Faclll.t),a~ _ ,__ apprdv~d"'liy\\ U:s.,:' 1I0me Corporatl.olb~iJt'.accordance with Patagraph j ,.:,' .:.> T " ~< -, tlO, _b,l!.~Mi.~9J ~<p.'::ovem:n t.s ?~ opiee!!!I (rus.~u r~s - sha 11 herc~ fler: ~<i~ili.}.;~ co.ns. t~!l~~~~.Placed or 'PeJ;m~ t. t~~1''';'~P~per ty ,....1 thou~~th.e: llr I.Or~.:,{,..,y,,;,_ wri t t~n ..con sen t of U.S. Home Co r:Xl r il: t1.on; J>- - , sd; The P,roperty is sUbJcet'ti::ot.th'e",terlfls and condit.l.6ns:?f ;;}~J~~.&;/"';' ~ . th~k~,e::ta~A':{S!,,!llIent f~r-AnnexaV~d~t%,:a.ay,~,22,...,.1~~,~-e,t~e.eIJ.1iR ~:;." , '}:~~ifyt~~Ere~rwal;er and"g~~H'.?"'~rdrpori!~~ori)l1a' cor1E'~lt\.~~Ch'?~J..;..<,. , on f~~~ W,l"tt th~ Clly, of CIe<lrwate!-;~...G~atn~ee,l :sha 11 abidc'",b~.'\i!!1$'Eg-r,,;:~~ and 'pe~~orl!'l:all ,obligatl.ons of U:S ,rLHOIl\e',;,Sorporatfon 'unde~tsU:eh.'~"1f'~~!i:~- '- Agreement- as such MY \ pertal.n to ht~~. I'operty ..'>-~_\ '~V.,?J:'~....".js;.Y,. ,:.=: ~^ ~/1~~::~...... r.... r '" ~~ , ~/l\~.. \-~~"-~ ~~ ~ ..1.._ :~~ ~4~~s..~ "'~.....1r. ~ ~ ...,.,' ~l "J,~"'j. ~..;t.~ 7:"" 1..~ ;::; ....(.... ........ ..... l-I- ... t ~......~~:)...."... :.1'...... :r;~...... .6. ,- no, fenccs, wall:s or .h~<:d<J~'t !,hal ~ be cons ttuc(e5!!;'.p~~_~,Q;'8___ p~rm! tte:t ,on the Property, eXcept;..~ alien as _ ar,0 ~ermi tte~\;;;l\;!l,ny~~- ;::::~ purs~ant" t:o "the. Plans for the, Galt;' Course F<lcil1 ty' a~:'approyed. bY,i<:~\~4>~~-;:; U.S. nome Corporat~on wi t:-'out p::::16r'written CQl1l:<9nt. of: U.5..r-Uome !..."'..".f':!:,!,;':;,~_ Corporation, whIch consent shall not be unreasonably ....ithheld_ .~', ,~-;s . -O:.r ~.. 1_ ',- 7 The Golf Course ~aCI.Ilty shall not be <'lrtIflCI.<llly 1.11ulRlnated at <lny tl.me without the prlor ....rl.tten consent of U.S. -Home __ < _--Corpora tlon. , ' ' ",' '<'ijl." ~ .:F ~-. \ _ ~ .;;'?~~::.) ~ ::i't. ?"'::.,.~~~~ 8. Grantee _..d.l.l mal.n~ain ~ll::-J-s;"ales and othdr' dr~~~~9~ f.;~fl'1'ti~~ now or hereaftt!r or, the Proper ty, o~her than t~ose for which a. pubr1C' ;~~ - I aut.hority or a pr I. vate ot" pubhc ut1.li ty company is res pOrlS lble ._ So.~;~!/~;..,":F I:ha t they ef fech ve l~ drai r the Prpperty, and sha ll"not;. alter> al\y~-sl'tch::t.~ i f i I r - ....,;!,;...-:..... ~~ ~ t";.,,'} swales, water retention ponds or other dra nage aci 1 tJ,e~ 'o!, the :::;'-' <"';-' ?"~ Property ....~thout_tllc prlor ....r~tt.en consent of U S. ~ome corppr~tion., .~~~~5~ 'i..:~:r ;o~t~i~~(l ~ ~\~~..f; ~ ~ ~:~t~~t~~-,,1: 9; U.S Home CorporatIon hereby reserves the rIght to require~~~,'~~ from time to tIme hereafter easements across the Property-for ,'"':~ ~ utllltl.es1'und draUla<]e I.n acco~d<lnce .....ith it:. master engineerIng plans,:::-'\~; prepared for, the Property and land surround.lnq t~e Property, all as" 1'{;;:: aMended, from tl.m~ to tIme, or as othcrwIse neede1 to servc-adJOI.~lng,,~~:~ land ciwqect or belng deve10;>ed by U.S. lore CorporatlOn. Soch ~ts snalLb~'": granted/by Grantee to U S. lloma Corporat1.9n, at' suo;:h other:;>party~ot;:-"K'!>:::...f'Z: pa['t1es~ as" U.S" Home Corpora tlon-' sha 11 speCl fy. ....1 thout... charge ~or';\ ~~, {:::.~ compe'nsation 'of any kind, and upo'n'iifteen (IS.) daya wntt.en reqil~"S't; l ;J,::;;: provided~~however, {I.} such easeMents shall not p~even~~the;~Se~?~~~e<~~ P~operty ali' a Golf Course facllity~ -(11) t.he work bf pla1:,in'j,<lny\" ~v'~':L...' easen1cn ts~'"and~,th e ins ta 11 at lon 0 t" pl pe, (__~odJ l. t$, equl ;?:rer t."'~~f~U ti! 1; tvis ., ~ "~'~~ .p.....-.;;:f"-_~'" 'f .r '"4. ............" """..r" .,'" .(~.-" ~ or o\:h:;:9n~ft ~~J,'~ t L b", d::;-c ~ -7 qoo'! ,l:'Ork'!'En,ll.k.e ma nner't'l:.(,i..l ,'!.;;. WI..t"?l.lt ~.~~ expense-. to"Grantee, tl'>e loerson undertakIng_such won< ::;h..1C>::""i"a_" ':;; 'f: ,'~ .....,-, ~. Property as nead} as pr'~CU'C..~ :c"to' J.ts 'co'ndI tl.on pnor"eO:'such work I (t.'::~ bel.ng done; (LV) such work shall not unreasonably lnte~fere WIth ,~ . the use' of t.he Property as () (,OlL,course Facl.l1ty and the.persoll ~ ~ ~' Jrdertak:fnq such,work shall provide ,temporary brIdges, cr05s'"alks' and ';: iF.' other sULtable-means to~ persons to^c~QSS over dltches (~sultlng, ~~ frolll ;iuch../,work: Iv) the person under t.akl ng such work shall,; ""hr 'E'!- -, , ",.~ '"i i. - .'b.......~~ '<:~ ' '1;........~'"' .,I~~ f -. {fir. tof ,,;(""~~~~1.a"'~ pra..c:li.fa. l.~~f~ so in, a i',)"nner;t?~ml."l.f1l1 ~e,: I.otcr, E!r:nc_r-Y",~ ~...~' ":,\.W'<!:~ Coun~~~ a'tl::l-l.yp <??e ra t '-ons I (V} 1 <'!1o~~,l:i 11 tl es s ~a 11 he c'?!1 s t.~!:u~ t"e.~,.. <;~ ;;- malntained9foperated,or replaced:unles$,thc'~ame are hurl.ed,at leas~.~ twen ty~~o/J!.OOh~~eS' _ ,( 2.\ "1_ be 1 ow_"- ul.e"';..f!u, l' f~ce""9 l' ado 0 f the: l~nd: " f ncf~~~Jtl tviilrexc"il~~or-emerqency situj'ltfong.,~requ1rin9 the' repa-;~o! any;~?~~:,>; ut U i ty~~l1.;($tl,lIoQle Corpora t10n _s~,~~ ~~not1fy ~.Grantee 1I t :,le~st;..', fi ft,:,e~~~", (IS) dayu'prror to the time during w~ich any such work: shall 'be ,~, ~ " undertaken and its approximate locatfon, it being understood that ~ . , ~ (t1..tt;l~IJ, ~;~<jn.!l'!n.t or- apprpvd(21 ~i'; Q!l-F-eo ,_5 hil 11 be necess~,;,y ""4.~;...,,~~~t>~~~~ . ~ \'! no t!tf~ C1/1l),t..t'e' be! n9 suff'{de ,'0,., - ~1em-'m ff;ttJrt'~t-' , ' v,~~ ';'.11~' - ~,}},./ - 'r:r~ _ ..;. D f<l. f t;..,,'~ , '1'" .... "(l"f~( ~l ~...~ r':,.~-:.~ ~ ~ (:.....f ~ \~ 1...::--:] I """" -.:/\ /~ ~1J;;, ,"<L"', q ~ < -,,'-'" - , J' 1'1' ~ J ' 't,,\-j~,.~ t~~f~ ,t~(".......",: .......~.... i \ '}I ...~ij. ~ r' ^~" ".,- ~~",-"...,. ~ ~ ,_./.::: ,.., 111I 0 1 'WII:' ' ~l ,L.., , ~~~>'-~ · - ~,.\ J.._t LIAU J I} ~ Jr I -- \t(~~ I j ;:'w .I ~ ~ ,:c( i- 4€-10 N.&E1OJ9 -1- '- .&i,t;;,: :;: ':'>~'::; ;',:, < ~.~ PLANNING E. f 03/04/2004 07 27 FAA 727391f OR.3INAL ; ~ ~ i s ~ r ~ 1 ~ .. ~t . ~~,,~ ~J '~l.!,,,:'=r:~ ~/ t!\~::;' ~:;.i!./~ ~ '.r - ,n ~: w ,~<:' - ~f:BI.g ;:..", ~l::: ~~ij), fa \%'~; > 1i:';~- 11' A ;'!l l~ i>1:-:- -.! ~~~\t IF"o;,l''' ) <'Slo'I-f ~ f '.' 6.._' ~.C"'/ ...:-;".Jlol:-.. v..."- t:. -1- u.J 4610 fAtEi040 10 U 5 lIol'l~ L"rpor..Jtlon I.' ~'hy r""~. rv('s lhe rl'lht J rL>(" t Ult"" to tIme herea[ter, but wIt"Out an,! obll<l'J~lOn, tn (il) rlr;}}n Wo.lter I:ctent loOn p<>nds on the Pro p.. [' ty; (bl repla("(l e" r" t I n~: 3Wol 11.. <; ~n th d a r lI,)gC' f J' III t res U';I nq 1n-g['oun<1 pl.oe; (r J ll\~t" 1 ] I n-ql "'m') p 1 ~c to dra1.n swales, and {dl construct SWJl~s to LC'dlrcct su['far~ wilter and oVc~land flow on the Pronerty fro~ COMing onto adJoIning property. If U 3. Ho~e Corporatron exetciscs ani of Its tlghl<; undc1. this Para~raph, It shal~be WIthout expens~ or compensa~Ion to Grant~e, and 8ny such ~ork: (1) shall not prevent, upon completl.on, the ~se of the Prdperty as a Golf Course FaCIlIty. (11.) shall be done 1n a good workrnanlJ.ke "'anneI': CUI) followlng such ....pete the Propertv shall be cePiured or returned tn a ~ood cdndlt10n: (iv) such work sball not unreasonably interfere w1th the use of the Property as a Golf Course FaCIlity, and there shall be prOVIded temporary brl.dges, cro~swalks and ather sUl.table means for persons to cross over dltches rcsultln~ Iro~ ~uch work: {v} such work shall be undertaken, where pract\cablc, 1n a manner to. Illinlml:ze rnterfercnce ui th Golf Course Paclll ty opel a tIons, 1 v iJ .11lY draInage pipe installed under ~ fairway shall be burled at l~ast twenty-f9ur Ioches (24~} below the surface ~rade, and {VII) except for emergency sItuatl.Ons. Grantee shall be notifred at qcast f1f~een (IS} days prIor to t~~ tIme durinq which any suc~ work shall be u.H:lertalten i!ro~ it.. apprc...1!l'"te location, it be1nq understood thaI: netther the consent or approval of Grantee shall be necessary, notice to Grantee bcinq s'Jff:l.l::lent. . 1], For a period of ten (10) years from toe date of recorcllng ~f th19 deed, no slqn, display or billboard shall be erected, _ dIsplayed or placed upon the Property or any Improvement constructed ~r located thereon o. on any part thereof whrch has not been previOUSly _ :'l.p;;rcve-l 1'1 "riHng by U,5. Home Corporat10n as to si:ze, color, de<;iqn, material composltlon and locatlon, 12. If Grantee or any other nerson sh~ll vlolate or att~mpt to VIolate any of the'S!' Restnetlons U,S !lome Corporatlo,n shall have the right to prosecute any proceedlnq at law or 1n equ1ty against the pelsoh or persons vlolatlr.g or atte~ptlng to violate t~e Pegtrlc~ions, whether slJcn proceedl.ll<! 1 s to prevent slIch "'" rson'i fr'lfll so dolnQ or' to recover damages, and If 'iuch person IS found In the ~roceedings to ~e 1n vlolat1.on of or attemptlnq to v1.olate the Restrlctlons, he shall bear all expenses of the litIgatlon, 1.ncludlng court costs and , reasonable attorney's fees {Including those lncurred on appeal} incurred by U_S Hel'le Corpnratioo In e'lforclng these Restrictions oFal.l\lre by V,S Borne Corporat10n to "'nforce any of the: RestrictIons upon the breach thel:eof, however 10'lg continued, shall not be deeMed a warve~ of lts r1qht thereafter to do S~ e1tner WIth respect to such breach or as to any slnrlar breach occurrl.ng prIor or subsequent thereto Issuance of a bUIldrng ?ernit or 11cense which ~ay be 1n confllct WIth these Restr1ctlons shall not prevent U S Home ' CorporatIon from enfo~clng these Re~trrctlons The invalldatl.on of anyone of these Restrl.cClons by )UdryMent or court order shall not - affect any of th~ other Restrlctrons which shall rema1n 1M full farce and effect. 13. U S, Home Cor~oration may hereafter aSSIgn eIther exclusively or ncn-e~clusively, In whole Or In part, any and ~ll of 1ts r1ght~ whatsoever under the fore901ng RestrictIons lncludlng. but not lrmItcd ~~, ~t~ ~i~r~ ~~ cnn~pnt, apD~oval, request, constructlon~ terrninatron and enforcpment, provIde~. however, that any sucn assl.gn~ent snall not be effective uncll U S tlo~e CorporatlQn sh~11 h~ve ~lven notlc~ of such ass Ignment to thf' then Jwne r of the Proper ty. wh 1 eh not r ce shall be effective If either maIled to the str~et address Df thq Prope t:ty. (>, de t ,,"cred 1.0 ~ "Y a <Jell t or represent" trve o! the th<>n owner of the PrDrer~~, a~~ ~ha!! also have recorded among the P~~i1c Records of Plnell"s COUl't:y. rlorHla. an instrument eVld'!f1c1ny sl'~h aSs1.gnment. Any s~ch ass1.gnee may subsequently aS~Ig~ th~ r1ghl ~~celvcd b~ ~1mIlar actlon I 4 . i\ny wr i l ten <'OIl s"" n t req1..1 red 0 f U. S llo~ <:or po,)f <l t,l on pUrS\lll.Ot to Pll.ra')raphs ), ", 7 or 9 "'''y be WI. thll(~h' hy 1 ~ In 1 ts sole discret10n NotWlth ;talH:l1nq itl1ythlng lo the ':ontrary contained 1.0 the farc<}ol.ng Resttict1.ons, U S, Home Corpor"t1on, or Its speclfically deslgnated aSS1.gn, sh~ll have the rLght at any tIme r hereafter, ~nd at 1ts sole discle~ion. to termInate the operation "'~lI^nd effect of any or all of thes~ Restrlchons and without regard '0 whoth" " .h.ll then own 0 "1!'[trrrrrw re T~rnd"9 'he JIJL 0 t Di I ~I I I .......~----... . ~...... i AI .Il.1o.1i..u.rn ~.......,' @ 006/008 '\ 08/04/2004 07 29 FAA 727391& --- iI~ ORIGINAL -,- jl. I. 4640 ,m1041 Pro!-,erty. Such t CPn111" t Ion. howL"Vf"r. may only UL h'f 10, " I, n 1nslrument and Shill1 onlY he cffect1Vf' from the dLllc su,ll IT'l<;lrumcnt 1::; H~COFJcd anlong t he Pub 11C RE"cords of 1'1 nell <' <; (oun ~ y. r 1 rn ldn Other than U S. Ilome Corporatl.On. nO person ownll1') any land, l.ncludlng but not: 11.mlt:ed to any land <IUj01nl.nq or adJ.)ccnt to th& Property, shall be entitled to clal~ the benefit of, ~r enforce or requ~re complIance wllh these Restrictl"ns, unlcs~ It shall h<lve been aSSlgned the rIghts of U.S. Home Corpprat1on as provlded In Par~graph 13 above. ' J -,~ 1 i ,/ ,~_ I 1..W;jir(- .,:.. ~~ ~~~.1.~~~:j ,.I ~':';""-:; '<. ~- ~g ,!",~,>-a;:i'-:"J '\0" ~rlV. . :'t, ~~~>~ .~~"~" t .......~ ~ ' ~~.;::..... '" '" Best Copy Available c " ,.J"'{~ hI,. J ~':ii~;;-I ..~~ -!\'ftY"~~ -;-f)t~. ~ ~'l." ~ ~;r.;~: ~':'-O~l' ~~ ""f~if& ....c.::~t -,':!'i-" ,'i;1 , '...... ~ ~I...,.... , '1', - ~... ,>' ~~r ~....~..!. ~,.. .~~ : t~~ ~ -l,rl,r.... ;~~ ~l(.l}""" ~ - ~. J ,-,tV_1 ~-~ ~ow~ ~]II .oUt. DIm; JlY RANNING & OE\h _ , "::::,1 ~ IY.OECL.t:.AE<~ , .J. v... ~ r.... ;f-f~::"~..c...L~... ). ~ 007/008 , I- - ~~ c...t,.;k1.' ~.... l '" I ~ F~~~ , ' ~,",'" 1 - , > >' ! ~-I... '" -::...rr". r-r "7.- ~~';l '-, 6. Easement granted by instrument recorded in O.R, Book 4595, '" L">O at page 46, Public Records of Pl.nellas County, Florida. 1,'" ~ .... l <t.""; ~ ... ~4~; 1. Eas~ent granted by lnstrument recorded in O.R, Book 4595, - ,.<;./'~'" at page 48, Public Record" of Plnellas County, Florlda. ... -;JIl~"" ... "'l ~ -t....~ 8. Easement granted by instrument recor'ded ,in 0 R. B?Ok 4595, ~....~ r~i.~ ,,' - , at page 52, l?ubhc Records ot Pl.nellas County, Florida. , , ,. , , , 03104/2004 07 30 FAX 727391 1 03.4640 PAcr1042 F'XflIBIT C .. The proper ty conveyed by tlll s deed 1.S Subject to the fOllOlnng easements, i 1, Easement 9ran~ed by 1.rstrument recorded in O.R, Book 3951, at page 30, Public Records of Pinellas County, FlorIda. \ 2. Util1.ty Easement granted by lnstrwnent recorded "n o R. Book 3951, at page 28, and re'recorde~ in O.R. B~ok 3966, at page 124, all of the Publ1.c Records or Ptnellas County, Florlda, I ! j r~\ 3. Easement granted by ins~rumen~ recorded in O.R. Book 4223, at ;>age 1502, Public Records of Pinellas County, Flor"da, 4, Easement 9ran~ed by l.nstr~nt recor~ed in D.R. Book 4563, at page 1412,\ Public Records of P1nellas County, F1or},da. S. Easement granted by instrument recorded in O.R. Book 4595.... at. page 34, Publl.c Records of Pinellas Coopty, Florida., AT __ ~;.'<~ .. " ~ -" ;4';:;; '~.y ~... ~.. ~~~~- ~' -"'$, "t;!"1.G.."!. ".', l ~I ~ , '" :r--......; ~t ~'~l f .;- -~ t - .' 9 Easement granted by tnstrumcnt recorded tn 0 P. Book 4595, at ~age 54, publtc Records of P"n~llas County, Flor1da. 10 Easement granted by tnstrument recorded to O,R. Book 4602, at page 493, Public Records of PInellas County, FlorIda. Grantee, by ltS acceptance and recordlng of thtS deed, hereby , expressly assumes all of the obligations of Imperial Land Corporation, ltS successors and assl.gns, contained in the utIl1ty Easement described as Item 2 above. -;:....... '. In oddtt"on to the foregOing, the property conveyed by thIS deed ~s subJect to tne follow1ng conditlons, which shall be binding on "t and all subsequent owners thereof, whether or not recited in sub~equent deeds; a. Such property, tncludlng ~ts water retention ROnds and areas, shall accept surface, sheet flow and other overland drainage froQ 1 all adJoInlng land, and shall be burdened thereby; and ' "t; , ~ '-, ;j,j -"'"<"1 ~, '1-.:) , --:-J i.!' > ,,- . ,. .;<0' t,....." ., b. No~w1thstand1ng anythLng to the con~rary contaLned herein, U.S, Home Corporation shall have the rlght at any tl.me hereafter to terminate the easement rlghts reserved under paragraph a above, and s ,\-=~ te =::'1'.'1 t' ::'::0" 51> 1111 !"o t renu 1....C t.he c..JOsen t or a pprova 1 0 f tn0 ~wner or owners of coy land b~nef1.tted ~hereby, or requ1re any such land to be OWOe( by U.S Home Corporatton. Suc~ termInattnn shall be effectIve upon the recordlng by U.S. Home Corporatton of an approprlate wr1ttcn Lnstrument $0 prov1d"ng among the Public Records of G1.nellas County, Flot1da. Best Copy Available II ~)~12-~JljlJ7 rrr--, 'UUI JUt 0 I 2005 PLAN ~ 008/008 - .if ---. ~ I .;',~ .........;~- ~~ .- ~.1..... I J -I ". , - ~- '- " '. .; ~- > , ...... " ORIG/Nf\L CITY OF CLEARWATER APPLICATION FOR PLAT APPROVAL PLANNING DEPARTMENT MUNICIPAL SERV1CES BUILDING 100 SOUTH MYRTLE AVENUE 2"'1 FLOOR PHONE (727),562-4567 FAX (727) 562-4865 PROPERTY OWNER S NAME Executlve Corporat1on of Clearwater, Inc. 5260 S. Landlngs Dr1ve, Ar1el #704, Ft. Myers, FL 33919 ADDRESS PHONE NUMBER FAX NUMBER APPLICANTS NAME Beazer Homes Corp., a Tennessee Corporat1on ADDRESS 2630 S. Faulkenberg Road, Rlverv1ew, FL 33569 PHONE NUMBER 813-663-9002 FAX NUMBER 813-663-9493 Tlmothy A, Johnson, Jr., Esqu1re Johnson, Pope, Bokor, Ruppel & Burns, LLP AGENT NAME ADDRESS P.O, Box 1368, Clearwater, FL 33757-1368 PHONE NUMBER 727-461-1818 FAX NUMBER 72 7-462-0365 I, the underSigned, acknowledge that all representallOns made In thiS application are true and accurate to the best of my knowledge ~xxxxxxxxxxxxxx~~~~~~ STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscnbed before me thiS ~ day of June ,A D, ~OO.'fo me and/or by T1ffiothy A, Johnson, Jr., who 1$ personally known to - g t:P.g"'" "~" . Li~JDA R CUNNIN HAM ff~ :~ M (~OMMISSION # D 310910 ! - "* 0",.<1:.0 r XPIR~S JUly 4, DOS .~ "'me,. / ) I SlgnaJ.ure of owner r representative T1ffiOthy A, Johnson, Jr, Fourteen (14) copies of the preliminary plat must be submItted The preliminary plat shall be prepared by a surveyor, architect, landscape architect or engineer drawn to a scale not smaller than 1 100 and shall not exceed 24" X 36" and Include the follOWing information NORTH ARROW, SCALE AND DATE, TITLE UNDER WHICH THE PROPOSED PlAT IS TO BE RECORDED NAME, ADDRESS AND TELEPHONE NUMBER OF THE PERSON PREPARING THE PLAT, I, IDENTIFICATION CLEARLY STATING THAT THE DRAWING IS A PRELIMINARY PLAT LEGAL DESCRIPTION OF THE PROPERTY WITH US SURVEY SECTlON, TOWNSHIP AND RANGE LINES EXISTING AND PROPOSED RIGHTS,OF,WAY AND EASEMENTS, -,/ PROPOSED STREET NAMES, , 'I , , NAMES APPROPRIATELY POSITIONED, OF ADJOINING PLATS Page] ORIGlNAL AFFIDAVIT TO AUTHORIZE AGENT' Execut~ve Corporation of Clearwater, Inc. , a Flor.lda corporat.lon (N a me s of a II prop erty OWl'l(l rs 0 rl deed - please P R IN T full na m e s) 1 That (I amlwe are) the owner(s} and record 1.Ue holder{s) of the (ol!owmg descnbed property (address or generallocal'on) 2506 Cmmtrys~de Boulevard (Parcel No, 30/2Bjl6/00000/320j0300) 2 That ttus property oons~tules the property lor which a request for a (describe request) Flexilile development approval Plat approval That the underSf9ned (haslhave) appanted and (doesfdo) appoint Tunothy A. Johnson, Jr. , Esqu~re, and 3 Johnson, Pope, Bokor, Ruppel & Burns, LLP as (hIs/their) agent(s} to e~ecute any pet.fions or other documents necessary 10 affect such petl\lon :eCllted to Induce the City of Clearwater, Flono'a to consider and act on tile above desCllbed property 5 ThaI 511e VISitS to the property are necessary by C,ty ,epresentatlws In order to process thiS appl,callon and Ihe oWlle' authorize s City rep re se nta live s 10 VI Sit and p holograph !he property 0 e sctlbed lrl U1IS ap phcalllJO. 6 That (I/we), the uno e rs Ig~e d authority, here by certify lhat the foregcmg Is true and cor reet Execut~ve Corporat.lon of Clearwater, Inr... a Flor.lda <-corpoiat~o~ Property OMlcr - / -/ -- c:;,~ By : - - - -...../ ("/ _____/V>-<:-- -f' -.... Property OM1er S . -Lee Crouch, Pre s ~den t Property Owner STATE OF ELORIDA ) Prope rty Ov",e' COUNTY OF LEE ) Belore me the urJderslgrJcd an o(fieN duly comm'$s'oned by !he laws 01 the Stale of Flonda onlhls 9 day or June 2005 ptrsonarry appeared S. Lee Crouch, as P res ~den t u [ ..~ haw~~ been firsl duly SI'.OIl1 v_ 7, Dcpose~ and says ~,al helshe funy underslands lhe conlonls of the arr.dav.t thaI he/she 5'gned PI'" d'/" ,. /'L I C -::: to oLe' - 7 7 Z _.2 *Execut~ve Corporat~on of Clea~ater, Inc., ~. ----------------~~-~~ ~- - a Fla. corporat~on, on behalf of said corporat~on - " - Nola,y-PurJIC My CommiSSion E>:pt(es ~ - ~ o:;U'o~I'.v"\h WARRf"J I '),\ 'm~i)~i 'I f....C~. 1-, , i ' ~ , ) ~ ",z...4~"f c.f' 1~- ... tl}r ["rl "r:- .wll ~...r:f" lj jl~ "'j fj , -, ...~ II erS -_;....~ 7~~""';"'" Lu S lP/Jnrmlq Ocp.3nnl("ml/'l.prryljctJlKm Fam'sldcvc/opmcnt rcwc\o'Vlncxd.JIc dcvclopm~nt aPflhcalJOfl 2005 doC JIJL 0 1 2005 , PlANNING & OF" _ CITY OF c.__ , - ~ ~rl:)- " , .__ ;':. -INNYId I sooz I 0 lf1r ~ ' I ,',____".. l ..1 i.J)!, J U ill @D ~b:J t_ll' -'. .d' ~~ III i: I ~~ .,. I: If'[ !' ~ ~ : ~.~[} .1..; .1 S' ' I' ctLt'~ ~ 0 [ '. l'l' ..., _.4L.. . _.- $ l ~~:I r 1; Ii g I. h fI .. ~t (l Ij i~ ~ ~ .s I~ ~~ lI!~ ~ !l .... ~'i g ttj ~ {IJ ;II r-c ~. G ..... tr.l ~ 0.. Dill tr.I ... < ~ CD '.SI ~ II ~z ~ .ri ~:; 11 a II~~ _. ~ tI1 0 ~d 8 ~~ ~ . lii!1 ~ . 'Rf I'j ~I 0 ~ii = ~A {IJ !I ~ I~ S' ai 'I I~ ~ tr1 f' - ~I ~ a -. 0 :s I l\iNI8IClO . . ~ ~~ i~ ~~ ~ ~ ;0 o o -:. ~ o c: - . I~ .. y, '. 'f .~ ~ : ~ . . ':' ...~ ~. C'i, \~ ~{ ..~..:~ :' ~ .: ~ '::.~ ~::: f~ . "':; ..' ;3~; ~~f.~ l~: ~ ~ ~: :. " ~ , , , ~ ~; ~ ~ I ~ r - [ ~ I - .I: _I -~ ~ I - ! _I - IIIII!l I J 1 -~l I I - r .,1 1 d ~ I I~ _1 --~ 1,]] I ~....~ _J _- JL -I \. l ~ \ 91 C1 0 t~3trJu F~:1"'~,,~ " -~1^30?8~NV1d ;: ~ !iOOZ I 0 lnr ;! I il ~- ~J ~ J [r'1 0 ~ fJJ ] "T:l a ::s - tI1 - ("I) :l:- <:: ~ - _. -Ir 0 ;::s r -I ~,.. :;0 I r 0 ~ ""1 tT1 I [ n <: Il:I - o' ::s I f-=- I I . JL~: i ;1 ] l J: ~Jl= 11- ' :Ir?) n o ~ o..::S trl~~ ...... ..... en m...., I-' · < < 0- :> tT1 ('D ...., z ~ o tT1 0 z:j ~ >::s Z::r o ~ 00 (1) ~ \ / PL T2004-00017 2506 COUNTRYSIDE BLVD Date Received: 10/25/2004 EXECUTIVE CORP. OF CLEARWATER ZONING DISTRICT: OS/R LAND USE: R/OS ATLAS PAGE: 221A PLANNER OF RECORD: WW C L W CoverSheet C L W CoverSheet FLD2004-11077 2506 COUNTRYSIDE BLVD Date Received: 11/02/2004 COSTA VERDE AT COUNTRYSIDE ZONING DISTRICT: OS/R LAND USE: R/OS ATLAS PAGE: 221A PLANNER OF RECORD: WW ~~ ...... (\ ~ ;t. ~ ~ ~l- ~~ ~ ~ ~ ~ ~ I ~,. ~ ~ ~ ~, ~ " ~ ,.. :3:t ~ ~ ~ . , " ~ ~ ~ 0\ ... " ~~'Ir ~ Planning Department c,~' ,ea. rwater 100 Soulh Myrtle Avenue " Clearwater Flonda 33756 :~ Telephone 727-562-4567 ()~ Fax 727-562-4865 C) :::0 - G1 - Z )> r- o SUBMIT ORIGI NAl SIGNED AN D NOTARIZED APPLICATION o SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION Incfudlng 1) collated, 2) stapled and 3) folded sels of site plans o SUBMIT APPLICATION FEE $ * NOTE 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) CASE # DATE RECEIVED RECEIVED BY (s.t<'!!f l[lIt~ls) ATLAS PAGE #QlOI. J"" . ZONING DISTRICT LAND USE CLASSIFICATION SURROUNDING USES OF ADJA PROPERTIES NORTH ~SElEEr FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 11/18/03) - PLEASE TYPE OR PRINT- A APPLICANT, PROPERTY OWNER AND AGENT INFORMATION (Code Section 4-202 A) APPLICANT NAME Beazer Homes Corp., a Tennessee corporat~on MAILING ADDRESS 2630 South Falkenberg Road, Rl verv~ew, FL 33569 PHONE NUMBER 813-663-9002 FAX NUMBER 813-663-9493 Execut~ve Corporatlon of Clearwater, Inc" 5260 South Landlngs PROPERTY OWNER{S} (Must Include ALL Owners as IJSted 011 the deed - proVide onglnal sJgnature(s) on page 6] Dr~ve. Ar~e1 #704, Fort Myers, FL 33919 Tlmothy A. Johnson, Jr., Esquire AGENT NAME Johnson. Pone, Bokor, Ruppel & Burns, LLP PHONE NUMBER 727-461-1818 FAX NUMBER P. O. Box 1368, Clearwater, FL 337,57=1368 727-462-0365 MAILING ADDRESS E-MAIL ADDREsstun]@Jpf~rm.com CELL NUMBER ~ ~~... ,,\ B PROPOSED DEVELOPMENT INFORMATION (Code SectIon 4-202 A) STREET ADDRESS of subject site 2506 ~ountryslde Boulevard LEGAL DESCRIPTION See Exh~b~t "A" attached PARCEL NUMBER (I f nol Ilsled here pi ease note th e locat,oll of lh I s docu ment on the s ubm,Ualj 30/28/16/00000/320/0300 42.1 acres m.o.1 PARCEL SIZE (acres, square feel) PROPOSED USE(S) AND SIZE(S) Townhome communl ty cons ~st~ng of not more than 280 un~ ts . (r1umber of dwelling unlls hotel rooms or square faolage of r10nresldenllal use) See proposed s~te plan for detal1s, ~n Page 1 of 6 - FleXible Standard Development Apphcallon- ell OBSOLETE PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER _J - OR'fGINAl DOES TH I S APPLICATION I NVOL VE THE TRANSFER OF DEVELOPMENT RIGHTS (TOR) 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) i:l SUBMIT A COpy OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) D WRITTEN SUBMITTAL REQUIREMENTS (Code Section 3-913 A) i:l PrOVide complete responses to lhe SIX (6) GENERAL APPLICABILITY CRITERIA - Explain ~ each cntena IS achieved In detail The proposed development of the land Will be In harmony with the scale, bulk, coverage, denSity and character of adJaoenl properties in which It IS localed See ExhJ.bJ.t "B" attached hereto and J.ncorporated herein. for CrJ.terJ.a 1 through 6, 2 The proposed developmenl Will nol hinder or discourage the appropriate development and use of adjacent land and bUildings or slgnlficanlly Impair lhe value lhereof 3 The proposed development Will not adversely affect the health or safety or persons residing or working In the neighborhood of the proposed use 4 The proposed development IS deSigned to minimize traffic congestion 5 The proposed development IS conSistent with the communlly character of the Immediate VIClnlty 01 the parcel proposed for developmenl 6 The deSign ollhe proposed developmenl minimiZeS adverse effects, including VIsual, acoustic and olfactory and hours 01 operallon Impacts, on adjacent properties i:l PrOVide complete responses 10 lhe applicable fiexlblllty cnlena for the speCific land use as listed in each Zoning Dlstnct to which lhe waiver IS requested (use separate sheets as necessary) - Explain how each cntefla IS achieved In detail See ExhibJ.t "B" attached hereto and J.ncorporated herekn, I II I _~_ <.. !lJ UI OCT 2lm Page 2 of 6 - FleXible Standard Development Appllcatlon- Clt~ of Clearwater. : PLAi'-JNING & DeVELOPMENT I SERVICES : elfY OF CLEARWATER ORIGINAL E STORMW A TER PLAN SU BMITT AL REQU I REMENTS (City of Clearwater Deslg n C ntena Man ua I and 4-202 A 21) CI STORMWATER PLAN including the following reqUlfemenls EXisting topography extending 50 feet beyond all property lines, Prop osed g fa d In g Incl ud Ing Ii nl shed Ii 0 or e levallo ns of a II slructu re s, All adjacent slreels and municipal storm systems, Pro po sed s to rmwale r dele nllonlreten lion a re a Incl u d m g top 0 f ba n k, 10e of slope and outl el co nlrol slructu re, Slormwaler calculalions for attenuallon and water quality Signature of Flonda registered Professional Engmeer on all plans and calculations o COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval IS reqUired prior to Issuance of City BUlldmg Permll), If applicable o COpy OF STATE AND COUNTY STORMWA TER SYSTEM TI E-] N PERMIT APPLlCA nONS, If applicable F SUPPLEMENTAL SUBMITTAL REQUIREMENTS (Code Section 4p202.A) o o SIGNED AND SEALED SURVEY (mcludlng legal descrrpllon of property) - One original and 14 copies, TREE SURVEY (including eXlsllng trees on site and wllhm 25' of the adJacenl slle, by speCies, size (OSH 4" or greater), and locallon, including drip Imes and indicating trees to be removed) - please deSign around the eXlstmg trees o LOCATION MAP OF THE PROPERTY, [J PARKING DEMAND STUDY In conjunction With a request to make deViations to the parkmg standards (Ie Reduce number of spaces) Pnor to the submittal of thiS application, the methodology of such study shall be approved by the Commut1lty Development Coordinator and shall be In accordance With accepted traffiC engineering pnnclples The findings of the study Will be used In determining whether or not deViations to the parking standards are approved, o o GRADING PLAN, as applicable PRELIMINARY PLAT, as required (Note BUilding permits Will not be Issued unt,1 eVidence of recording a final pial IS prOVided) [J COPY OF RECORDED PLAT as applicable, G SITE PLAN SUBMITTAL REQUIREMENTS (Section 4.202 A) [J SITE PLAN Wllh the follOWing information (nolto exceed 24" x 36") All dimenSions, North arrow Engmeerlng bar scale (mlmmum scale one Inch equals 50 feet) and date prepared, Location map, Index sheet referenCing indiVidual sheets mcluded In package, Footprml and size 01 all EXISTING bUildings and struclures, Footpnnl and size of all PROPOSED bUlldmgs and structures, All required selbacks, All eXls\lng and proposed pOlnls of access, All reqUired Sight lnangles IdentificatIOn of environmentally unique areas, such as watercourses wetlands lree masses and speCimen trees, Including deSCription and locallon of underslmy, ground cover vegetallon and Wildlife habitats etc, LocallOn of all publiC and pnvate easements, Location of all street nghts-of-way wllhln and adjacent to the slle, Local10n of eXisting public and private utllllles, Including fire hydrants, storm and sanrtary sewer hnes, manholes and lilt stallons, gas and water lines All parking spaces dnveways loading areas and vehicular use areas, Depiction by shading or crosshatching of all required parkmg lotmtenor landscaped areas, LocatIOn of all solid waste containers, recyclmg or trash handlmg areas and oulslde mecl1anrcal equipment and all required screening {per Secllon 3-201 (0)(1) and Index #701}, LocatIOn of all landscape matenal, Location Of all onSlte and off site s10rm,water management faCIlities Locallon of all ouldoor IIghll1lg fixtures and L oca lion of all eXI sling and proposed Sl dew al k s o 'I o ~(C~~~~ rF" r J. OCT 2$'2004 I~Ji PLANNING & DEVELOPMENl I SFI1VlrFS I Page 3 of 6 - FleXible Standard Development Appllcatlon- City hf CleerwatePTY OF CLE,.\RWA 1 ER SITE DATA TABLE fOf eXisting reqUired and proposed development, m wnllenltabular form Land area In square feet and acres Number of EXISTING dwelling umts Number of PROPOSED dwelling Units, Gross lioor area devoted to each use, Parklllg spaces total number, presented In tabular form wllh lhe number of requlfed spaces uRIGINAL Total paved area, including all paved parking spaces and driveways, expressed In square feet and percenlage of the paved vehicular area, Size and species of all landscape matenal, OffiCIal records book and page numbers 01 all eXlSling ullllly easement, BUilding and struclure heights Impenneable surface rallo (I S R) and Floor area rallo (F A R ) for all nonresidential uses o REDUCED SITE PLAN to scale (8 Yo X 1 1) and color rendenng If pOSSible o FOR DEVELOPMENTS OVER ONE ACRE, proVide lhe follOWing addltlonallnformallon on slle plan One,fool conlours or spol elevatIOns on Site, Ollslte elevalions If reqUired to evaluate the proposed stonnwater managemenl for the parcel, All open space areas, Location of all earth or water retaining walls and earth berms, Lot lines and bUilding lines (dimensIOned) Streets and dnves (dimensioned). BUilding and structural setbacks (dimensioned) Structural overhangs Tree Inventory prepared by a "certified arbonsl" of all trees 8" DBH or greater, reflecting Size, canopy (driP lines) and condlllon of such trees H LANDSCAPING PLAN SUBMITTAL REQUIREMENTS (Section 4-1102 A) o LANDSCAPE PLAN All eXI sting an d pro pose d stru ctu res Names of abutting streets Drainage and retention areas Including swales Side slopes and bollom elevallons, Delineation and dimenSions of all reqUired penmeler landscape bullers, Sight VISibility lnangles, Delineation and dimenSions of all parking areas including landscaping Islands and curbing, Proposed and reqUired parking spaces, EXlsling trees on,slle and Immedlalely adjacent to the site by species size and locations, including dnpline (as Indlcaled on requ I red tree su IVe y) Plant schedule With a key {symbol or label} Indicating lhe Size, descnpllon speCifications and quantllles of all eXlsling and proposed landscape malenals Including botal1lcal and common names Location, Size, and quantities of all eXisting and proposed landscape matenals, indicated by a key relating to lhe plant schedule TYPical planllng details for trees, palms, shrubs and ground cover planls including instructions SOil mixes, backfilling mulching and prolecllve measures, Intenor landscaping areas halched andlor shaded and labeled and Intenor landscape coverage, expressing In both square feet and percentage covered, ConditIOns of a prevIous development approval {e g condlllons Imposed by the Communlly Development Board} I rngallon notes o REDUCED LANDSCAPE PLAN 10 scale (8 Yo 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 apphcallon Includes a development where de~lgn standards are In Issue (e g Tounst and Downlown Dlstncts) or as part of a ComprehenSive Infill Redevelopment PrOject or a Resldentlallnfill Project o BUILDING ELEVATION DRAWINGS - all Sides of all bUildings Including height dimenSions, colors and matenals o REDUCED BUILDING ELEVATIONS - four Sides of bUilding wllh colors and matenals to scale (8 Yo X 11) (black and while and color rendenng, If pass Ib Ie) as re q ulfed J SIGNAGE (DIVISiOn 19 SIGNS I Section 3-1806) o All EXISTING freestanding and attached signs PrOVide photographs and dimenSions (area, helghl, etc), Indlcale whether lhey Will be removed or to remain o All PROPOSED freestanding and atlached signs PrOVide delalls including location size height, colors, matenals and draWing, freeslandlng signs shall Include lhe street address (numerals) ~. ComprehenSive Sign Program appllcallon as applicable (separate application and fee reqUired) 0 [E (C ~ ~ W ~ rr -'. Reduced Slgnage proposal {8 Y, X 11} (color), If submltltng ComprehenSive Sign Program application LS \ 11 ! '(I I I r '..-//; I OCT 242004 o o Page 4 of 6 - FleXible Standard Development ApphcatlOn- Clly of pearwatfrLA,\JNING & DE\'ElOPMEN1 : SER~CES I. CITY OF ClEM1W/HEq ORfGINAL K TRAFFIC IMPACT STUDY (Section 4-202 A 13 and 4-801 C) CJ Include as required If proposed developmerlt will degrade the acceptable level of service for any roadway as adopted m the Comprehensive Plan Tnp generallOn shall be based on lhe most recent edition of lhe Institute ofTral1sportallon El1gmeer's Tnp General Marlual Refer to Secllon 4-801 C of lhe Community Development Code for exceptIOns to lhls requirement L SIGNATURE I the urlderSlgned, ackrlowledge that all represerltatlorls made m lhls applicatIon are true al1d accurale to the besl of my knowledge al1d authorize City representatives to VIS and ph olograph lhe property deSCribed m thiS apphcallon / JOHNSON, POPE, BOKOR By: Signature of pr~ STATE OF FLORIDA, COUNTY OF PINELLAS Je-'Yv--- subscnbed befor~l fie lhls J day of " A D 20~ 10 me and/or by '3.11 who IS personally knowna.fol!rn "Et9" 0Akn\~~ L OCT 2~ 2004 PLANNING & DEVELOPMENT SERVICES CITY OF CLE,.\RWATCR Page 5 of 6 - FleXible Standard Dsvslopmerlt Appllcatlon- City of Clearwater AFFIDAVIT TO AUTHORIZE AGENT. Exeeutlve Corporatlon of Clearwater, Ine , a Florlda eorporatlon (Names of all property owners on deed - please PRINT full names) 1 That (I amfwe arc) the owner(s) and record title holder(s) of lhe following described property {address or generallocallon} 2506 Countryslde Boulevard (Parcel No. 30/28/16/00000/320/0300) 2 That this property constllules the property lor which a request for a (describe request) rlexible development approval and plat approval 3 That the undersigned (haslhave) appomled and (does/do) appoint Johnson, Pope, Bokor, Ruppel & Burns, LLP as (hl.Sl1helr) agent(s) to execute any petlllons or other documents necessary to affect such pelitlon 4 That this affidaVit has been executed to mduce the City of Clearwater, FJonda to conSider and act on the above descnbed property, 5 That site VLS.tS to the property are necessary by City representatives In order to process thiS apphcallon and the owner a uthonzes Crty representatives to VISit and photograph lhe property descnbed In lhls appllcabon, 6 That (Ifwe), the underSigned authOrity, hereby certrfy that the foregOlngls lrt1e and correct Executlve Corporatlon of Clearwater, Ine" a Florld~ratlon Property own@ a By: ~ Property O.....ner S. Lee Crouch, PreSldcnt Property Owner Property Owner STATE OF FLORIDA, COUNTY OF LEE Before me the undersigned, an officer duly commissioned by the laws of the State of Flonda, on tillS 10 day of August 2004 personally appeared S. Lee Crouch, as P:r:J"!sldent of'" who haVing been first d'Jly sv om Deposes and says that he/she fully understands the contents of the affidaVit that he/she signed *Execut~ve Corporatlon of Clearwater, :r.ne. , a Flor~da ~~~/L corporat~on, on behal?of sa~d eorporatlon My Commission Expires I { J. t /0 S- otary PubliC i .' " :"f'{ ,- KENNETH D EDWARD !'IY COMMISSION # 00074131 ~ X PI RES NoV€mber 26, 2005 ~. LlOd Truu Notary Publ'~ Un<le'~"I'" .... ~_ ~ _ _ . .-4.....prl"5...~ ",,~ 'ii\" ~iJ...'..".;j;,- g. ~ .; ~ ...::: ~-'". <1"'/ "'/I'J,Hr,r:~ KENNETH 0 EDWARD MY COMMISSION # 00074131 EX PI RE S Nove mber 26, 2005 _ Thru NoIilry PlJblic UIl,,"'''Ie'S (-~, ~ __.:!.J 11 I' I' - , (g C) (".J ~ -- :?:1 -:J JUj I )' ~ JL IJ Or : I- U C) EXHIBIT "A" LJR I GI NAL LEGAL DESCRIPTION' A tract at land Iytng ,n Secl,an. 30 and 31 Tawn.h,p 26 South Range 16 P,nellas Caunly Fla"da and be,eg more part,cularly descnbed os 10110'0" at the Weot 1/4 CornH 01 so'd S.ct,on 30 thence run South 0019'55" East olong the ye.t line COM.IENCES t '0 I 444 65 leet 1 hence South B9055' 13" Eas t lor 50 01 leet 10 lhe POINT OF of &ald ec Ion ..J or th t I f IIiDl,Jnedln BEGINNING, thence cant ,nue South 69055' 1.'1" Ecst lor 1556 45 leet to a pa,nt on eWeS ,ne 0 Industrlol Pork' as recordad In Pia! Book 64, Page 76, Recards 01 Plnellos County, FI~r'~a "Ihence Sauth 0004'47' We.l lor 937 36 !e.t to the southwesl carner 01 .ald Pia! thence Soulh 69 55 1.'1 East olang the south I ,n" al .ald plot lor 24755 leet ta a paint ao the westerly right-aI-way lone or [ot.rpro.e Road thenco l6 6r 16~t glon; the ~ald westerly rfght-of-woy !.n~ and 1ho o~c of 0 CU(~e thel i~ c~nCQ~~ to Ih. oortheast hov,og 0 radius 0169500 I.et, 0 chord length at 1661 leet ood a chord beor ng 0 Saulh 9027'20' Ea.t 10 a pOint or compound cUrYalure w,th 0 curu thot '" alsa conca_e to the norlheosti th.nce 261 09 leet olang the arc al .ood cur.e hav'og a rad,"s 01 3.'1000 leel 0 chord ;en~th,ol 254 3 feet and a chord bear 'ng 01 South 32039' 10" Eo.t to a pOLnt at tangency, Ihence South 55 19 05 Eas~61~~ 345 77 feet 10 0 pOint 01 CUfVQtur~ ot 0 curve of 0 curve that .5 concave to the southwost thence d !ee1 arong th~ Qre of $Old curvo hQ~in9 a radlua Q1 l70 00 foat. 0 chord length of 94 62 f~er and a char beorong at South 39007'~I' Eost to 0 pa,nt of tong.no, thonco Se"th 22055'56' Ea.l lor 14.'1 70 reet to a polot 01 ourvot"re 01 . cur.e that ,. conca.. to the northeo.t thence 256 62 leet clang the ore 01 sal~ curve ho.. ng a rad tu. 01 405 00 le.l 0 chord leng th 01 2.60 66 fee! and 0 chord bean ng 01 Saul 43012' 16' Ea. t to a po, nt 01 reve"e c",valure ...1 th 0 curve that 10 Conca.e 10 the 1Oulh..... t, thence 102 23 leet along lhe arc 01 Sold C"rVe hav'ng a rad,uo 01 2.5000 leet a chard length 01 101 52. leef aod a chord boa""g at South 51045'54' East to a po,nt 01 compound curvature wllh a O"rve that,. concave to the weot, thence 49 17 leet along the arc el .a,d CU'.e hovlng 0 radou. 01.'1000 t..l 0 chord length 01 43 65 nd a chord bearing 01 South 6054' 15" West to a po'nt at tangency lh. some po,nt beon; an the northwe:terl, right-aI-way I,ne 01 Counlry..de Boulevo'd, thence Soulh 5.'1051'32' West olong sa,d "ght-ol-...ay I,ne, lor 59243 leel to 0 pain! a! c"rvalure 01 a cur.e !hal " oonCO"e to the .oulheasl, thence 1059 47 Ioel along the arc 01 ,",d curve haYlog a rod,us 01 196000 leet a chord length of 1046 62 le.t ond a chard beOf I ng 01 Saulh 38022 '24' ,We. I , th.nce, I eav' ng so, d " ght -ot-..a~ I o,oe . Nor lh 67006'44' We,t lor 164 15 Ie.t thence Nadh 10030'.'16 West tor 674.'11 feet, thence Nor!h 62 5447 Wesl lor 114 19 teet to 0 paint 00 !he arc 01 a curve that IS Concave to the narth....t thence 96 14 feel along the arc 01 sold cur.e ho.,og a rod,"s 01 49000 leet a chord leng!h or 9797 leelo ao~ o,chord bearing of North 21020'56' East, Ih.nce South B5055' 1.'1" Eoot far 382 97 leet t:en~e ~arth 5.'1 18 37 Ea.t I t 254 00 Ie ell h. n c e No r t h 10.04' 50' W.. t for 226 53 Ie e t I h. oc e No r t h .'16 15 I 4 Eo s t lor I I I 61 I:et Ihence ~orlh 14026'26' Wesl lor 444 10 re.l thenCe Nodh 56015'59' West lor 446 79 leet, thence South 74034'52" We.t lor 206 75 feel 10 a po<nt on the ore 01 a CU"'e thot " conco.e to the soulhwe.t lh.nce 3709 fee! along Ih. ore of 'a,d Cur.e ha.Log 0 rado"s 01 59000 feel, e Chard I.091h 01 .'1708 feet and 0 chord bear 'ng 01 Nor Ih 17013' II' West t hence No,lh 62012' .'14' Ea.t lor 286 57 lee t .Ih~no~ North .'1059'27" West for 4.'11 05 reet lhence Norlh 44005'26' West lor 445 5.'1 leet Ihenoe South 79 28 45 We. t ! 0' a8J 07 Ie e t, the n c e No r th 00 19' 55" We< t far 39.'1 61 fee t tot he PO I NT OF 6EG I NN I NG Eo.t CI ty 01 Clearwafert [SHOWN AS (L) ON THE MAP OF SURVEY] LESS AND EXCEPT A PARCEL OF LAND BEING A PORTION OF SECTION 30 TOWNSHIP 26 SOUTH FLORIDA, 5EING MORE PARTICULARLY DESCRIBED AS FOLLOWS RANGE 16 EAST PINELLAS COUNTY COMMENCE AT THE WEST 1/4 CORNER Of SECTION 30 TOWNSHIP 26 SOUTH RANGE 16 EAST PINELLAS COUNTY FLORIDA, THENCE Soo"19'24'E ALONG THE WEST LINE OF THE SOUTHWEST 1/4 Of SAIO SECTION 30 (BEING THE BASIS OF BEARINGS fOR THIS LEGAL DESCRIPTION) FOR 444 65 FEET THENCE LEAVING SAID WEST LINE Of THE SOUTHWEST 1/4 OF SECTION 30 S89054'42'E, FOR 50 01 FEET, THENCE CONTINUE S69054'42'E, ALONG THE SOUTH LINE OF ST MICHAEL'S SUBOIVISION, AS RECORDED IN PLAT BOOK 90, PAGE 40 OF THE PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA FOR I 556 45 FEET TO THE POINT OF INTERSECTION WITH THE WEST LINE OF DUNEOIN INDUSTRIAL PARK AS RECORDEO IN PLAT BOOK 64 PAGE 76 Of THE PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA THENCE LEAVING SAIO SOUTH LINE OF ST MICHAEL'S SUBDIVISION SOQoOS'16'W, ALONG SAID WEST LINE OF DUNEDIN INOUSTRIAL PARK FOR 9.'17 36 FEET TO THE SOUTHWEST CORNER OF SAID OUNEDIN INDUSTRIAL PARK THENCE S69"54'42"E ALONG THE SOUTH LINE Of SAID DUNEDIN INDUSTRIAL PARK FOR 247 55 FEET TO THE POINT OF INTERSECTION WITH THE WESTERLY RIGHT-Of-WAY LINE OF ENTERPRISE ROAO SAME BEING THE POINT OF INTERSECTION WITH A NON-TANGENT CURVE CONCAVE EASTERLY THENCE THE FOLLOWING SIX (6) COURSES ALONG SAID WESTERLY RIGHT-OF-WAY LINE OF ENTERPRISE ROAD (I) THENCE LEAVING SAIO SOUTH LINE Of DUNEDIN INDUSTRIAL PARK SOUTHERLY ALONG THE ARC OF SAID CURVE FROM A RADIAL BEARING OF S81"05'05'W HAVING A RADIUS Of B95 00 FEET, A CENTRAL ANGLE OF 0100.'1'46' AN ARC LENGTH OF 16 61 FEET AND A CHORD BEARING S09026'49'E FOR 16 61 FEET TO THE POINT OF COMPOU~D CURVATURE OF A CURVE CONCAVE NORTHEASTERLY 12l THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 330 00 FEET, A CENTRAL ANGLE OF 45019'51" AN ARC LENGTH OF 261 09 FEET, AND A CHORD) BEARING S32036'40'E FOR 254 33 FEET TO THE POINT OF TANGENT (Jl THENCE S550IB'34'E, FOR 345 77 FEET 0 THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY (4) THENCE SOUTHEASTERLY ALONG THE ARC OF SA 0 CURVE, HAVING A RAOIUS OF 170 00 FEET, A CENTRAL ANGLE OF .'12023' 1.'1' AN ARC LENGTH OF 96 09 FEET .- ANO A CHORD BEARING S39007'01'E FOR 94 82 FEET TO THE POINT OF TANGENT, (5) THENCE S22D55'2S'E, FOR ~ 143 7 FEET TO THE POINT Of INTERSECTION WITH A NON-TANGENT CURVE CONCAVE NORTHEASTERLY (6) THENCE LU SO~ ASTERLY ALONG THE ARC Of SAID CURVE FROM A RADIAL BEARING OF N67004'41"E, HAVING A RADIUS OF :2 40 FEET A CENTRAL ANGLE OF 15028'55", AN ARC LENGTH OF 10944 FEET AND A CHORD 6EARING SJo039'47'E g, FO~ 109 10 FEET TO THE POINT OF BEGINNING THENCE THE FOLLOWING THREE (.'I) COURSES ALONG SAID WESTERLY -J RI OF-WAY LINE OF ENTERPRISE ROAD (I) THENCE CONTINUE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE UJ j~ A RADIUS OF 405 00 FEET A CENTRAL ANGLE OF 25004'01' AN ARC LENGTH Of 177 19 FEET, AND- A CHORO :> ~A~I G 550056' IS'E FOR 175 78 FEET TO THE POINT OF REvERSE CURVATuRE OF A CURVE CONCAVE SOUTHWESTERLY ~ ~~ ENeE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 250 00 FEET A CENTRAL ANGLE OF ~~ '46', AN ARC LENGTH OF 102 23 FEET, AND A CHORO BEARING S51045 23'E FOR 101 52 FEET TO THE POINT Of ~ ~ NO CURVATURE OF A CURVE CONCAVE WESTERLY (3) THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, HAVING ~ ~~IUS OF .'1000 FEET A CENTRAL ANGLE OF 93054'45" AN ARC LENGTH OF 49 17 FEET AND A CHORD BEARING ~ SO~5 '46'W FOR 4.'1 65 FEET TO THE POINT OF TANGENT SAME ALSO BEING THE POINT OF INTERSECTION WITH THE ~ NORTH STERLY RIGHT-Of-WAY LINE OF COUNTRYSIDE BOULEVARD THENCE LEAVING SAID WESTERLY RIGHT-Of-WAY LINE ~ OFQSN ERPRISE ROAD S53052'03'W ALONG SAID NORTHWESTERLY RIGHT-OF-WAY LINE or COUNTRYSIDE BOULEVARD FOR .J 326 3 FEET THENCE LEAVING SAIO NORTHWESTERLY RIGHT-Of-WAY LINE OF COUNTRYSIDE 60ULEVARD N36007'S7'W DL FOR I 0 25 FEET THENCE N08052'OJ'E, FOR 154 67 FEET, THENCE N53052'OJ'[ fOR 174 50 FEET TO THE POINT OF BEGIN ING ( ( [ I f > l ORIGINAL EXHIBIT "B" TO FLEXIBLE STANDARD DEVELOPMENT APPLICATION 2506 Countryside Boulevard The reason for this request IS to allow redevelopment of the Countryside Executive Golf Course as a townhome community consisting of no more than 280 Units In connection with such redevelopment project, the applicant has submitted applications seeking approval of a development agreement, rezoning to MDR~;J~UI~ ~7~rrf~nament:to.... - Residential Urban, and plat approval g < ~ ~ b ~ ~ ~ 0 '; Section D. Written Submittal Requirements fU OCT ~ 2004 LJ i 1 General Applicability Criteria: 1) PLANNING & OL=VEI OPMENl S t:R \flr EC: The proposed development of the land will be in har['ilQl!~ ~_i,!n4'!t1~ks;cale. bulk, coverage, density and character of adjacent properties -in- which-it -is- located. The parcels located to the west and to the south, across Countryside Boulevard, are either (I) zoned LMDR wIth a land use designation of RU or (II) zoned MDR with a land use designation of RM Some of these parcels contain attached dwellings To the north and northeasterly of the site are institutional, high density resIdential and Industrral uses that are located along SR 580 and Enterprrse Road, which runs along the easterly boundary of the property Across Enterprrse Road are office and commercial uses The proposed townhome community IS approprrate for this location amid similar densIties of residential to the west and south and mixed uses to the north and northeast 2) The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof, The proposed developer, Beazer Homes Corporation, has held two meetings with neighboring homeowners and proposes entenng Into a development agreement with the City to address certain concerns of the neIghbors, such as bufferrng and limiting the height of bUildings adjOining eXisting reSidences .. 3) The proposed development will not adversely affect the health or safety of persons residing or working In the neighborhood of the proposed use, ~ The proposed use as attached dwell1ngs will not adversely affect the neighborhood The applicant's proposed development agreement wIll Insure that all development will be In accordance with a proposed conceptual plan The applicant has proposed landscape buffers In excess of what IS required by Code rn order to reduce Impacts to nelghbonng reSidences In addItIon, the proposed CJRIGINAL redevelopment will address dramage problems that eXist on nelghbonng properties 4) The proposed development is designed to minimize traffic congestion, The applicant has separately submitted a traffic study to address traffic Issues and the proposed development agreement will provide for mitigation of traffic Impacts, If any 5) The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. In the last few years bUSiness has declined at the eXisting golf course, making It unprofitable and mamtenance standards have declined The proposed redevelopment of the property will Increase the value of the site 6) The design of the proposed development minimiZeS adverse effects, including visual, acoustic and olfactory and hours of operation impacts on adjacent properties The proposed development agreement Will limit development to a proposed conceptual plan that addresses buffenng of the site from nelghbonng reSidences Flexibility Criteria (Section 2-303-A - Attached Dwellings): 1. Height: a. The increased height results In an improved site plan, landscapmg areas in excess of the minimum required and/or improved deSign and appearance; The applicant has proposed Increased setbacks and landscape buffenng The height Will be limited to 35 feet per the development agreement b. The increased height will not reduce the vertical component of the view from a parcel of land which is deSignated as low density residential in the Zoning Atlas. The subject property does not abut any parcel deSignated as low denSity resIdential 2. The parcel proposed for development is not contiguous to a parcel which is designated as low density residential in the Zoning Atlas. r[)l~(C~~W~ VOl' UlJI~< I II OCT 24'2004 10' i I Correct PLANNING & DEVElOPMI=NT ORIGINAL 3. Off-street parking is screened from adjacent parcels of land and any adjacent street by a landscaped wall or fence of at least four feet in height. Parkmg will adJom each Individual unit and will not be laid out as a parking lot Umts will have one or two car garages, depending on Unit type 10/22/2004433 PM 45403 108701 #330065 v1 - BeazerfEx 10 Flex Dev App ....""... ---.~-- ''I, --- o)~rc~UW~--llo-~\! lJ I' Ocr 2.( aJ04 to! PLANNiNG & D(VELOP I SERVICES MENT Cln-' OF CL C 'R '-M WATER ~ER'/ICES 08/04/2004 07 19 FA\ 727 ,1918 ~-<' ORIGII~AL @002/008 ,,- , ...'- .~ .IS: VI ARRANTY DEED, )Lode th", _~, 4lo" ,:I1y of ~<<'\. __ u. s.. flQtolJLCORPOM TI,ON . '" ~~-~f:!:.!.!lln~ In.....h:r- t!l~ b"s of lhe ";.LJt~ n-f December A j) 19,_77 77201.355 corp-nfa! !Un .0--"4640 'AGr10J6 O<:;lawan:. he"'MIIN .....iled the Granlor ~nd. EXECUT.IYE: _!=Q~O_RATION, ....F SL~~W:ATE:!"'__ _!NC a r.!orida corpOE'~t_l.O!l__ no . ~ I~ 1~153282 72 ~a )bCT 2&"2004 PLANNING & DEVELOPMENT).- LI l- "qlNyr (:en 08/04/2004 07 22 ~AX 7273918f ORIGINAL @003/00S COHHEHC~ at the west 1/4 Corner-of said Section 30; thence run South O~19'550 East, 1Ilong the west l1ne of said'Sectfon 30," for 444.65 feet; thence South . ~9055'130 East for~O,Ol feet to th~,POlt;r. Of BfGINNING; thence continue South 89055'13- East for 1558 45 feet to a'po1nt on 'the west 11ne of "Dunedin Industrial ParkO as recorded'in Plat Book,64, Page 76, Records of Pfnellas County, Florida; thence South ,0004'47. West for 93736 feet to the southwest corner of sa1d Plat; thence-sou.~~B90S5'1J0 Jast, along, the. south,line of said pl11t. for 247 ,55:feet:,:cp, , ~_ to II po1I\t.!3.n th~ ~sterly rfght'1lt-!"8y')fne ~f.:,E!lterprfse Roa~; thence _16.61 feet-':.., ,,\" >" along '_the!sll,.f ct.~terlY:rf ght-of.wA)', 11 ne and, the arc" of a J;urve' tha t- f s. concave '?J; Jilt!:' :'1 to 'thernort~easWtlaYfnj~11'radf'o~of!iB95:00~ feet";i a chord length on6:6l;,'feet'<"}-O' ,'-' .. - ~ and II chord \ beari ng of South 9027' 200 East to a poi nt of compoo1ld curva ture with " II curve thllt,ts'also,concave.to~the northeast, thence 261 09 feet ulong the arc ~ -, ~{ 'of said cuae- hiving._a- radius}ofJ330'.OO fee~t~l~choM.1en9th of 254~33, feef'llnd' .~r)' \,; ~ i~' ~..; ','r~ ll.tcbONt.~beac1.JljJ;,4f;}SOUt:b"'..4~!~$~~ ~Qf..1,tllngencyl;;;th~l\C~ > ~:' "':: ~ - "', S5;J9"'05-;f6~~~f~r.f345fmfei -toca,rPo1nt:::o ,I urva ~unCof a ~ur!le "'oft~ , e~, ,t ,,;<;~" >i>_',,'" > .. is concave: tOo the sOlltMiest;~t nC8J,96,09 feet~along the are' of<-saf47'cllrvl;{having~.~:?,.,;II'~';~ h:"'- ': II radlus ',01.1170.00 feet;\.ll chordtlength"of-94~B2 feet and a chor,IC~aring\ of/South ~!~J;'~ '~_. , "3~oO~_'31 ':'~ East to-a"potnt;'of: tangenc~;:tthence cS,OlJth 2~"55'_S6~ ElISt 'fo,l::~14~~ 70 ;<.}f)f:',.:t.~t'~ I , feet to a. point otl curvatura of.i'a.'.curve, that is 'cDncave~to the,norttieast:" the.nte~ 0., -..;;_..;. ,~V!j "285'.62' feet-a 1 ong~. the ^ lIrc of sa'fd.Jc1Jl"le- ha vi ng'! radius of '.05.00' fett~? 1l:~ho~d2'~~ :t~~~~ ~l ' " ,1 ength:;,9fi. ~~ ,58 feet-. and~ ~ chord.:;;~aring of, South 43 012 'la~ Ea st to',a....poi nt Ot;;;,..,. ,~""i;5~" _- , '~'.t-' reverse C\l!'Vature with,a curve(that is,concave to'the southwest;_ thence 102_.23c~<- ,:., ~~ ~ ,~_,} feet, along the 'a re of said curve fl!Jvf ng It r4d l us of 250.00 feet; a. chord, J en~th' ,', > ':'\.* ~ ~..,'!;",":~ of 101,52 feet and a chol'dlbear1ng of South 51~45'54" East to a pofnt of compound ' ~~~, -, curvature wfth a curve that is concave to the west~ thence 49 17 feet along the " arc of said curve having a radius of 30 00 feet, a chord length of 43 85 and a -'-';' ,...:..". , chord bearing ?f South 6054' 15" West to a po; n t of tanqency, the same point bei n9 ,~~~:~~~ on the northwesterly right-of-wa~ line of CountrYSlde Boulevard; thence Sout~ '- 1~ 530Sl'32....Westl e10ng said right-of-way line.. for 592 43 feet to a point..of ~ :./:"\ f"~ tl "'I,k curvatuTe of,l. curve that is concave to the southeast, thence 1059.47 Jeet-along . the arc of,said curve having I. radius of 1960.00 feet, a chord length of 1046,62- ,.. feet and a chord 'bearlog of South 38022' 240 West; thence, 1 ea vi ng sa 1d 1'1 ght-of -way, , _., Hne, Horth _67~06 '440 West for 164,15 feet, thence North 10030' 36- ~st,,for ,67~ .31,' :-iY~; feet; thence North 6205-1'470 West" for 114,19 feet h a point on the are of'a curve ;--_.-;~'<,'<},,~ that, is concave to the northwest, thence ,98.14 feet along the arc of safd,curve ,~o ,~. ';_~' having! radfus of 490.00 feet, a chord 1ength'of 97.97 feet and a,chord,bearin9' '~' of Harth' 21020' 580 East; thence South 85~55' 13" East for 382 97 feet, thence'l<Iorth . ~.~ ' 53018'370 East for 254 40 feet; thence North 10004'50n West for 228.53 feet; -' , ;., thence Horth 360T5'l40 East for 111.61 feet, thence North 1402B'2~~ West for. I 444.10 feet; thence Horth 58015'59n West for 446,79 feet, thence South 74034'52- Wes t for 206.75 feet to a poi nt on tile a rc of a curve that ; s C(''lcave to 'the I southwest~,thence 37 09 feet alon9 the arc of said curve having a radius'of 590,00 feet, a chord length~of 37.08 feet 4nd a chord bearing of North 17013'11n West; thence North 62012'34 East for 288 57 feet, thence North 3~59'27" West for 43l,05 feetf thence Horth 44005'26" West for 445 53 feet; thence Sout~~ 7g.28'45~ West for 983 07 feet: thence North 0"19'ssn West for~93.61 feet to the POINT'OF BEGINNING.! ~.. I" 1_. '! , I" .......1"\ .... '''*f'''Y" ., ....~..[' I , ' -"'-- ....: ~ ~ ~ ..... .... (~ ) L'". ~ ....,,:.~.T ~ ~~~~ .... t'f ,. t........l}{.' \t:" I J ~J$iJl''. ~ ~.....~, ~ .,~.!;<t ... .....~ ~$(i;1 "'-'lo' ",~~. lia ~f<>C! "-.- :;:..:;')' .............. ~.Ji~~~1~; ~~:-~~~~ >~ ~~I" L./"'... -~~~-. ~~.. i'> """, " <-./l'..!" ,- L"""'-,~\.t'.~'-;'f.\ I ~~~j' ~-,.<.?...~~, l'~ 7Jj"l":.::''' , l>~A -,:,w::1;t.,'~.;:. ...>t~.r'l-...",," I .;IiifiJE,,' ~~~~ h"..."r -:;:' ~"M,.'" ~g.;',"1 '~~Y'" w~i~.tl~-" "l.,(f~~~ , . ~ .........~r1~..... 1:~~~c, -pi~I\' , J.'P-..... _I'" .... ~ < <>;:,. \ ~ l 4640 p.lG!1037 ~'lI,)\\{\\'T A. " . , ~.:~... ...- A tract of land lying in SectlDnS 30 and 31, Tnwnship 28 South, Range 16 East, City of Clearwater, Plnel1as County, Florlda and being more part1cularlJ described as follows: .1. ~ I j ) ~\ ;;;. Best, t;'opy Available , , ' - ~~ "~j \. ~ }I f~~[.:: J~~~'f:....., 'X ~ ,~ " , , '" , . , :f ~, , ' ~:';. J T' ~... ....' ~ ...~ ; ,~ 08/04/2004 07 24 FA~ 7273q185 ORIGINAL .... ..4640 PAld038 IiJ004l008 -, r _EXHIBIT B -' " 1~ \ ". .I ~ Thl.S deed ~s subJect to the follow~n'l restr~ct~ons, cOlld~tions and reserved rights (.Restrlctl.Ons~J whjch shall run wl.th the property described on Exhl.bit ^ attache~,to this d~ed ('nroperty~) unlcssc and unt~l te~~nated as he~eaftar prov~dcd Ln Paragraph 14, and these ~estrLctions-~hall be blndl.ng upon the Property, and ~ll subseqoent \ own~rs th~reof,'whether or not rp~Lted in subsequent deeds~ ^ ' - I For a S'erlod of twenty (20) years from the dil te of, ' ,", recordlng of thlS deed. Grantee (WhlCh te~ as hereafter used 1n this Exhibit;.. or .11F any otht>r Exh.lblt: to the deed shall mean Ex~cut.1Ve.:;z,~~:..;~,:}...;~,;. , Corpo~a~l.on of C~earwater. -Inc., and al). SUC}?!!ssors ~n title .t,9'.!h-~l:{;.>"-~;"),\. - ~. .1'.r9pe.r;,t~,: ~(iaE.'lr "par t;, ,theteof )," ~h~~l,;;.mainl.a~J;t .the Proper t:(~J";' lJ~.::.~~lJ;<<~~". " '"condfe:ton'ftCana:;repair.'l.and/ tollow.ln~J'the construction of'an- el'lhtecn~~."'^ (lB) hole, par) executJve golf course thereon and n~cessarr associated fac1lit.les, all as approved by U.S. ilome Coroorat1on in aecordapce ': _ ~.,<, :,~l with Paragraph, 3 'hereafter ("Golf; Cour-se ~Fao:lhty.) ,_ sh~p~i'.ca.'ir -on;,~f;'.ft;:;l ~i"" . 1- '., l,~_tb~f.,oo~a@iJf~" intenance..!1.t;taffin"<<-~<Jnd;-tJJ;.09ratllming~ONtli~CO,:t . ~ ~ I);~j'rt'~~ :".::,.... "-';;.:... ......"""r'\r...,.~j:~ '.r.: '7.p.."Ii 'J:: 'j'-"....i-- ~ ~ .;. 4b,......, .;!.~ \~..)~~ ~ -. "Y~~ b........... ~ ~ ~ " :;r~' ~' ":. -:: - ,-ourJi. ....ea .u. ~<J.n a first clasS'~JIIanner.( ana~equal to ~OCo1' e~~e,!7>.~ ~n~ ~H~ ~:~ that for'golf course projects of a lLke chat~cter l.n.Florida.~~Grantee~~- i~~ duril]g, s~ch ,twenty, (.:lOr ~.(ear perl.od s~all also comply suli~t.ant{alli4>:f~l.t . Wl th all~,al?plicable- laws, ordinan7es;' statutes, rules an,dt.reqU[aeiO~~~f!t ... of all~federal, ,state and loca~~~uthorlties and re9UIQtory&agen~ie!~ W and 1n~ the event of any loss, damage 'or- Casu.:1lty to the' Golf Cou;ple_ ,-,-..':;1'< _ '" Facillity/> orz-abnYi'ldP3rt thhdereOf'dGrandtee Shaldl:promPitly, ~epa~,~:";l.e.;~!,ej:l-~~ 'if' r~p ae"! or re u suc amage' or estroye port on. .: ~/'\('{: .,.T.;"*,f:;':'~"~t en ,2. For a penod 0 f twen ty (20) years from the da te of record {;:;g ,; ~ ... of thJ s ueed ~ Gt";'1n tee sha 11 not rcques t, lnl. tl.i1 ~c, J ~1'T" 1: 'or' ~~~:~s~:~ :""'~" . ,fS-;''l<i.r, ~i<" to any change In any l:on ~ng ord 1nance, pI'" Lvate res Lr 1.ct 1 ve covenant" ';{:;,<; <.." ,... or 0 thcr publl.c or pr ~ va le res t r Lctlon Ilml tlng or de f1nlng the uses ~';a.~ ,0 " Which may be ~adc of the Property. or dny part thereof or impro~~ent_, ,{~> ~ O thereon. err: request any Vilrlance t.herefrom or waiver thereof, and~...., < '.::<(. the development of 9urrounding.land,as CO~erc1al oZ residential~~~,~:~\~y " s~tes,_ or other changO" ~n the characl:ec thcleoF whatsoever sh.al1 n:ot_ :,"" ~ ~ constitute a basis for var~ance or othe~ rellef from thlS provision.~~~~\~ 1..... The Property may only be used as a Golf Course Facllity duriIl9-;such\""-;-'" "1~;" , - ~ h ~. "~'X~" "_ 1 twenty (20)'Year peelod, and for no other use or purpose w atsoever,cE;~~~>; . whether or not any other use or purpose lS permltted by zon~ng or :.o/~"lF'Y\~" other author.lty, and Grantee shall not perml.t the Property, or~any~part ~ ' ",', 1 thereof, durlng such per 100 to be used as a s~ te for ren tal housing".~" _ {"$ ~ , l~ I hotels, /'lotels or for sa 1e hous l.ng Untll such twen ty (20 \ year:~. - ' -" ' ,~_. per lod has elapsed no bUSl.ness not necessarl1y 1 nCHlcn t to th",_ u,se ~/ . ~ ~'_-;: I of the Property as a Golf Course FaCl~Lty may be conducted on the- ~- l:~~~ -', - Property, and no other use 0 f the Property sha 11 be- underta~cn. or ~ +_? ' .',. _>~ .; - made - t ;''T J,f( ...I"-"\.t-l ~ +-,. ....~.o:..,...:-~ ~ ~ l 1~~;:~:""...... .:::-:.....:1"......:; I \~ ",>;" l. Any Golf Course .ac:lllty constructed on the Property shall' __;;:':: , :'?i~ only be ~n accordance W;L th f lna I plans "'hich have f L rs t been ap!?!0\~5!:d'-' ro ' '" , " by U. S Horne CorporatIon Such f J.l;lal plans (. PL:lns" 1 shall 1n~,lude' ,_ ,,;,.<:.. ~ , 1 (l.l a golf course layo\' t for an elghteen (llll hole, !,ar three, executl va,' .,f~ g~lf course: (L~l a s1te pl~n ~howLng the location, use and detalled ;_' ~~~ :"~" '. , d < k , t ." ~;;,;:: ;,-..~ :~tl ~pC;-1..n~p'>r ..l._tl~ af c:..!!. ~~~r'~5e!'"1'-, morovemcnts #' J..?Cludl.nQ but: no~ ll!:l.l t~ I f,,-:,~"':~'" r_":~ to bUl.ldlngs, fences and ulJ.ll","r-es, (J.Ll) _<>11 bvi~dln'1 pla~s and _';:," ~~--::-t"F-==-= spec1fJ.c;:Itlons and arc'll t.~clu(ill render1nqS and elevatIons: (lV) aU "',,:,,'..~ << ~ .......41':: _ landSCClping plan,>; and (v) <>11 grad1ng plilns and i1ny other ")_~_ eng J.necr lng or COns tr I1C, t 10n p liln s ar,d drilw1nys ee 1 a tl ng to the 'Golf <~,! Course FacilLty U <; Home CorpocatLon shall. notJ.fy Grantee of lts _~~,"1 npproval or d1sapproval of such Plans, or any part thereof,' Wlt In twenty {20} days after thelr llellvery to ~t U', Heme Corpora ~on ., shall. h-ave the<.rlght at its sole dLscl:pt~on< to dlsal?provo~of,.~thel.J.-;~~~ Plans1'for;(an'y-Zreasol1'; .'i nclud~ng, \d thouftliml tiL t lon: .. (~); noncomphane~*...'f. ......"" ( ... .....,1: i."'!l.'" - , I b l"".l-:II.t-1-~4.!:~J:L.."'-' Vl th any.ma1h..er-" land use development_plans or englnc<!(lng p,.ans or;:.;-1;.,,<:,.;r.fi'~. - amendments:t.hereto (M,~aster Plans':) affecting any land of whlC~ the' '," property"'i,s[ 'a:;<p.!u:t<1 . (11) 'lack 0 f : ha- mOnv'j'of'- 1<:te rna 1- de~n . n ".co10" '0" rc ':: ele,.~~o~ wLth "roctum or topol . nlE",r;\\Cl'lf~ON~ . ~"~1 . 1 " ~ ,J Q- ~ ~ ~ U W ~<, tL~ ^t"'=t....v. \:i ~ ~ ::.;f~ } ... -I' ~ . h,7f:' OCT 2' -"2004 ~~~~~: ~l ' ~ " 4 j , H^ ..., .(<:'r'l,i:~ > _,J l~ , I , J ,~ '1 ..~...~-... ~" . <~ - ~3 ",..."1~ ... ~ -, ~~,1$,<t.' < ,j PLANNING & DEVELOPMENT SE R\/ICES o lE(C~~~~ ! . ocr ~axJ4 ~I pl]lf,rNING & DeVELOPMENT 1 , SERVICES 10- 0 ...1039 suno',ndlnq area. f1 Il), type, ,.. J!fi[Yo9Fq'Uaf ~'{'YNd.i" fnl?l tCrl(l] 8 or construct.lon or {l vI typ€', --k iITd, 'lua ri"ty. qu;;r:n L l-t"yoi'-rOc..atlon of fenclng-. refuse, collectIon aceas and scre~"ln'l of bUlldLng areas, or such. being deemed Inadequate or Unsuitable by U S. Home Corporation, An 1nitral1ed copy of all ~pprnvcd Plans shall be kc~t on f~le at U. s. "_orne .Corporatlem' s of flce at.. .One; C~o1Jn trYSHle lor {ice 1?a:rk. Clearw<j.ter,' FJ.OI::H:l" 3]518, cc ilt such"other address in Plncllils " . cOUllitY;~Flond.a as U.s. Home Corporat.lon may deSLC}nate by iLnstrument' recorded ~mon9 the Public Record~_ofi~inellas County, Florlda. ,'. ~ ';::.0:;;./''( '\ j'" ~ ,... -.. " ~ ~ ~ ~} 4. ~ Except for such bUlld"Lnqs'" and 'lmprovpments per~itl:ed( to b~ ,r, constructed...!?!:Irs 'ant to !!lans foc..the Golf Course Fac;l.llt., as ',_ ,,&ii apprdved>'by~'(}~S:,;" 1I0me Corporat.lOn... ire,accordance w.lth Paragraph 3/"-' , ,;;^ no, _!?\!~,re.l,~g~~1mpro~em:nts, o~ o,th1i~!Ifrtrc.~ures shall hereaffet:- bo::tt~:.~.z.1.:A'{' constJ,'"u,9!::-edlS.'Placed or pCt:ml tt~~n.~~Pr?perty 'wi thoutf,th~~ pr lor~;;-,:<-"",_ _, wrltt"!n ...consent of u. S. Home Cor~ri:it1on- . 5.~j" The PFoperty is sUbJect~fo~the',terl1ls and conditi~ns.?f <l,.\~~'o:;I,Y;t{ tha$: c.e:;: tal~ A9~e~lllen t t()r lI.nne~xa ti~ d~ ;-sS-: ~.ay",2 2~." 1.912;;'be,t'feenLY</~.k;;r " ,tb~Ci r~~~I~[J t'Wa te rand ~ _u,~ S":'flf.?t;lE!"!"~drpora ~ ion', ~ a ',cOft1~fi'Wh. ~~~~~ ~4l ,; on ~~~e;,W.lth_ th~ CLty ,of ~lE;arwateE ".~;;Gra,nl!ee,: shall abid.a..~~-4; !;(,tX\."'~'>~"'~ and. 'perfop,!~,all ,obI igatlons of U: S.1 Home'h.Corpora tlon unde!i-5.5uch t~:'''' 'i~ ~;<;<~~, Agree.:nenr ,as such t.:ay \pertun tOJ....th~~roper.ty.' , .\ " :.J..)..~?~;'::~':."?; ?'''~t:'''{ \.I\~~"'::\"-:~ ....\~.#' t L ''''\1::7.~~~;J:t.~i'I''''''''''l l ~ '~.r'~~~;t'-~trj~~-r ~ , ~'6:':"'""i;o~fcnccs. walls or h'?:d9~S'\Rh'ali blr'constl:'uct-e<i,~'!praced~i.:.:;,(~~' , p,,-"rmltted on the Propet:ty. cxccpt,:auch as aru :lermi t ted':~~ir"-any' ~ -:~.:'-'~ -..,'" OT.'-"" pursuant:"to"the Plans fo r the Golf: Course Fa'ct lay <B$::-iip~p'roved - by,:.-.:!f,o;;:",,~~. ..-, ~ ^-....~~~~~ V.S. Home Corporat1on w1t:-'01.:: p=ior written C0n~ant of'U,S.-lllome":~:-,---':1~~ Corporation, WhlCh consent shall not be unreasonably withheld. ''',';-~l-C I ,I, < 08/04/2004 07 25 ~Al ~~ '" .. ,J " ~ -c , 'I - c -~'Jl \ - r;" "-, , ~~ f{k~ ~~1 ~~~~ /A'i ,>~ ~ - ~} '~t "~'l.l .tjo.>>.,.!~~ a, ~ ~~ .;~f(J> ~~t ~T ~-f'-+ -,'1i~. ~~ " 2r: ~~-~ dlj; i--; ,'- (>'~ J,~ 72739185 OR I GINAr" - _,1:-. "",\J""I::..~ 7 The CoIf Course FaClllty shail not be ~rt~f1clally lllumlnatcd at any tIme wlthout the prlor wrltten consent of ;-Corpor a tl0"!. u. S.. -Porne l ~~ "~~I r~~~f~1- -~,~ ',' ->;: '-.. "i.;.""ll.tJt<- I ... .... _ ~ ~ _"':ffr!~ ~~::( ~".."'<:;-"P""':~ 8. J Grilntee ~",u! ma lnta 1.n all-,swa les and other dr<pna9~'lrac11~ ties.;~ now or hereafter o~ the Property, other than t~ose for WhlCh a pu~r~c ~~'t~ authority or a prlvate 0;: puhllc ut1lit.y company is respon~.lble," ,~,U~-~ifh. that they effectlvelj draip the Prpparty. and, sh<.ill'not,-~!t,er' any-s<,u~P~)"'-k ~ swales, water: retention ponds or other drainage facllitics;on the:::;,. ,,;:'::\ Property Wl. thout the pr lOt: wr 1 tten consen ~ of U. s. l'ome Corp9r~ t.lon. .' ~,y.'o,,{ < ~<" ..~ I"~.,.. "..~_ \~:: .,.~:~ - ~ I"'~;~I-t;,.,. ~; 9. U S 1I0me Co rpora tlon hereby reserves the r 19ht to' requlr_c';, @'~', J.' from time to tLllle herea f t"r ea semen t S ilcros s the Proper,ty for ' . :," ::: u tlll tles and d ra lnil'JC 1 n "ccorda nce Wl th 1 tt master en'llneerl ng. plans,,, .'., prepared E'oc the Proper ty ""d land surround In9 tile Property. a 11 as; _:~";,' aMended from t1me to tlme, or as 0thecw1se needed to set:ve-adJol~lng ~w~ land owged'or' beln9 deve10?ed by U.s. llcrre Corp::;x::<ltlOn Such e.3"sfuents shaLl-:bc?~ 'lranted' by- Gr<ll1tec to U SHomo CprporatLon. or !;:uo;:h othet:_, party' or 'F...':, ;;.~,~: pa I'tie9~ as' U. S. Home Corpora tlon sha 11 speCl fy, Wl tho 1.1 t, charge ot:",_,.',: ~~;t~~ compcnsati~n'of "ny kInd, ilnd upon flfteen (15) days wrlttcn requtst: ~~~ provided', howevet:. (1) such easePlent: s shall no t prevrnLthe, ~usc~.pJt':.t~e;!1'r:., f'rop~r_s:y,<ls"a Golf Coucse faClhty~ '(ill "the ....ClI;-j( Of pla~c).I]<J_pny" '''''~'"w', easements>anct::, the ins t3 ll...t ~on at. plpe. ,..- condJl t 5, eql.ll.p~cnt.~,ut:!.l.l, l:l;(~S ~ ' :' '"'-..~_...~ .... ..- ......':l .-" "- .....I........... ... 't~ !i" j" h - (f, or ct. "'rp'l.~,~, -sf,..l t b",- d::;.c '-;" '10':),.. \oJork~.€In] lice manner';'... (,1-l1- .;, W1 t QI.I t ~~~~ expense t6 Grantee. tl-le 'eerson undectalung. su<::h worK !';h",l r;. ''''11''-''' '::_',," . Property ilS nearl] as p~actl.~..~:c to'lt5 cond1t.cn prlOt" td such ~ork belng done, (~v) such work shall not unre~son"b1y lnterferc wlth the use~of the Property as a Go~f,Course faClllty and the.perSOI\ ' t ..lrdertak:l:nq" such work sh,) 11 ,novidc ,temporary br H11!C5, C ross',Ialks and I'. lE. other su~table'mcan5 for per~ol1s fo,c~bss over d1tches resultln~ ' J ~ from; s'uch~work. Iv) the pc r son under: ta):l no;; such work sh" ll~, : w:-', e .'_~. 1 IJrac-~"cabie ";;:dd ~ so in a r'ilnner ~ to,ml'n'lmi'ze:.; intc r fecence. \,;1 th'" >;0: . f -', ~'?"*,~ '.. COl.lr lu:t'f.id;'1j}:i., ope ril t ~ons I [V>l) _,JIb ,"l.l ti ~; tles sha 11 be.~<::o'ljs\fu~ ted .~~~<t'~~ ' maintllined/'operated or replaced 'unless rthc same are burl(~d at" least~;;~~ , "",2\ ( , I ' " f ~'d f h' I' d d rJ{~-;.J'~ ';t:"'" twentY-:.;9~ncre5' _ [24~ 0 bC,low_~ t,h,s",,!u,r aCG' gra 0 0 t 0 an:.}ln J ..-t'"f1\......,~!t~ tv 11 l/excl}p,t:..~or~ ome rge 11(.. y S 1 t Up t f om1 ~ r equi ring th e' cepa i ~ 0 r a ny~~-;-:-}.:.~~}<>~ ut U ity-;"" ,tJ;_S"d'Jlome Corpora tlon sh,aU~notify_ ,Griln tee a t leas E.:~ fi ft~c..n~tf:it.~" (15) dayn'"prlor to the time during wl:lich any such work shall- be '''',' ,~ undertaken and its approx 1ma te locatIon, 1 t be in'l unde rs tood tha t ~' n(tith'~_ ~'.;"'i6nSen.t or approva l;g;~(;~antee s hi), 11 be neccssa ry. -~ l~r';;~0 ~~$i .,,'I;'o! notto- i' 'Ctah'tj!lL being sufCide , J ~".;, ' - . \..:. <~ ~ '--i<_~I~~:~ ':l/!.-;rJ! ~/-< hi," ....',... ':i~ ~$t9'" -, r" ""-..~ ,> " " ,- ....... i.~ I. -{.,. "i"""JJ"~l '"~~"P.J:'i>t--"~" ,,~ "'!1 \ _1 ,.~,j~,....l!"~ ...,;;~l ~\;!.....y\..; J;......,.i:r~'\J;:... ~~ ~ ~,l.~ ,:" \(:: ,t4J../y j ~'I~i' It .;,...... .......1 [...l ...~;- ..,. '" l. N I"'J"'" ";.f_ r I ~ r ...... /~"'t.;-'7~~~~'i ~ 'I.r t~" ::lf~~t11l'~l\"""I, ' ' ".; ~, .:.''!t, I. -1f!aII~~ .:.~...,,\...,. ,.., l"~~ ..,;j , ..'\ j"u....r' o lS~b~W~J~ . OCT 2'tm4 I U I ORIGINAL -p1LANNING & DEVELOPt..fEJ>J?-610 fACEi040 10 lJ s 110M" LCJrpor,ltHlo h. ,,,I,I r",r!3E~OO@ rl'lht t"(vr, lie",': to tlme he rei! fte..., bu t WI U10llt ""'I ell!I' ~ V,-n,],1,,f1l9,tA "fe~i dr,) In w'"' ter re to n t ton p<J nd >; on the Pro P.!:U y_,_(JJ l_r_ep 1 a ce_e " t S.t.l n~_:>w..L\.{,. <;-"11 t h d a 11":19(' f-" III t les u'> 1 nq 1 n-'lrouno:! raoo, (r I I ItS t<1 I J 1 n - 'II '=""1<1 ? lpe to drain sWilles. and (rl) construct swal~s to '~dLrCCt 5u...f<1c~ water and overland flow on the Prooerty froPl cOMlnq onto <ldJOlntng property. If U. S, 1I0Me Corpor<l tlon exercises ar I of 1 ts r H~h \ ~ \lndc~ th is Para,::raph, 1t shal~be w1thout expense or compensa~lon to Gr<l~tee. and any such ~ork- {ll shall not prevent. upon complet1on, the use of the Prdperty as a Golf Course Facll.lty (Ill shall be done In a good workmanl;l.ke wanner: (111) follow4-ng such ""tort:- the Propertv shall be r:eo.urcd or: returned tQ a ~oou cdndlt1on. (iv) such work snaIl not unreasonably interfere wlth the use of the Property as a Golf Cou~se facillty. and there shall be prOVided temporary bridges, crO$swalks and other sU1table means for persons to cross over dItches r~sultln9 fro~ ~uch work; (v) such work shall be undertaken. "Ihc:rc pr:<lct\cable. in a nllloncr to mUl1mi:;:e interfer:ence Lith Golf Course tac1llty opcrat1ons. (v1.1 ..lilY d~ainage pipe installed under: ~ fairway shall be burled ~t l~ast twenty-fsur loches (24~) below the surface qrade, and (Vl1) except for emergency s1tuat1ons, Grantee shall be not~f1ed at ~cast flf~een (IS) days pr10r to the time dur1nq which any suc~-work shall be ulluertclo:."'!n i!1'1 ~t5 appr(i),;l!l'i'lte location, it beln'l understood tl1ilt ne~t~er the consent or approval of Grantee shall be neceSsary, notice to Grant!!e being sllffl.C1ent. . 08/04/2004 07 27 FAA , - 72739185' ~ ~ 1 1 ! , ~t , ! ,~ I ~~;~~~l ~;r'4<;.:--I",7""& r lj ,~,~'p-"', /j J; :$wl ~:" r. "'''l{,5, r l~""" ~ ~ ,,~..~:;~.. :'"- .~ :ii:tft' ~ .; - , . . ~ ,. '- , ~~ ~ ,f,u :~f' >,-~., ~~'""I:('-F"'''''' """'n' L' , tf (l t11~1;J' .: .; 1-1 ,,~~~ ' , J , " '" " , '. ~;, ~~~;t ~. .. .!...,"'" - 11 For a pcr10d of ten (10) years from tne date of recording of th1S deed, no slqn, display or billboard shall be erected, dlsplayed or placed upon the Pr:operty or any lrnprovernent constructed ~r locilted thereon or on any part thereof WhlCh has not been pr:eviously ;;:p;;l:"cve'l 1'1 wn t lng by US. !lome Co:qX)ratlon as to si ze r color, de 0;: i<;l n . material compositlon and locatton_ 12. r f Gran tee or any other nerson sha II v 10 1a te or at tl'lILp t to vlolate ..ny of thl'sl' RestrIctions, U S lIome Corpor:Clt10:n shall have the r~ght to prosecute any proCeedlng at law or 1n equ1ty against the pelSOh or persons v~olatlr.g or attePlpt1ng to vlolaLe the Pestric~ions, ..he ther S'Jcn proceed 1n.,. 1 s to prcven t ..IJch ~rson,> frnm so doi nq or to recover damaqes, and If ..uch person 1<; found ln the proceedings to ~e 1n vloltltlon of or <lttcmptinq to v101ate the Restrlctlons, he shall bear all expenses of the litigation, lncludln'l court costs and , r:easonabl~ attorney's fees lincludlng those 1n~urred on appeall Incurred by U S. Hvl'le Corporatloll In etlEOrClng these Restr'1ct1ons. ~Fal1ure by U S. llome Corporat10n lo ~nforce any of the RestriC'tLons upon the breach thereof, how~ver lo~g contlnued, <;hall not be deemed a waiver of 1tS rlght ther:eafter to do so eltner w1th respect to such breach or as to any slnllar breach occurring prIor or subsequent thereto lssuance of a bU11d1ng perf'll.t or 11cense wh.lch ~ay be 1n confllct w1th these Restrl.ct1on<; shall nol prevent U SHame CorporatIon from enforrlng these Re<;trlct1ons rhe invalldat~on of anyone of these Restr:1Ctlons by Jlld'JI'1ent or court order shall not - a ffec t any 0 f th<- 0 thet Res t t lC tl ons whlch shelll rema1n l.n full fcfrce and effect 13. U.S HOfilB CQroolat1on may here<lfter aSSLgn either exclusively or ncn-evcluslvely. l.n whole or ln part, any ~nd ~ll of ltS rl'lh~~ whatsoevet under the fore901ng Restr~ct1ons lnclud1ng. hut not l1m.lteu ~~~ ~t~ ~~S~~ ~f ~nn~pnt~ apo~ov~l. ~cq~est~ constructlonl terminatIon and enfOrcement, provide~, however, that dny such aGSlgnrent snaJl not be effective until U <;. Home C,-,rporntlon shall have ql.\Ten notlC" of such ass 19nment to thf' lhen -,wne r of the Proper ty, which not Ice sh..ll be effectlv~ If eIther malled to the street address of thp Preper ty, 01: de t, ""t<'d lc> il" I a<Jcn t or reoresen t<1 t lve 0 f the th"!n 0,", ne r 0 f the P corer ~ v, ,lr1(' ~ ha! ~ '" 150 have recorded ..me nq the P\I"llC Records of P lnell..<; Cau" Ly. f' lor: l(]", "n 1nsttumenl ev 1denc 1ny s"o:h aSSignment Any s~ch nSSlgnee may subsequentlv ~S<;l'l~ th~ rlghl rece1vcd b~ ;~~.llar actlon 14. Any written consent teqL.1red of U_S. lIome Cor[)(llation pu rsucln t to Pa ra'lraphs 3, i\, 7 or fI '!lilY be WI th1u:>:h' by It'- 1 n 1 ts so Ie di sere t 10n. Notwl th 1 tancl in~ i'lny thl ng to the ,-un tr<lry con tal.ned In the forego1ng Restrlctl.OnS, U S I!o~ Corpor..tton, or ltS " spec1fically des1gnated 1IS51.gn, shall have the rlght at any tIme > ...., ~~ hereaf ter, (Ind at l ts Bole diSCI et ion. to termllla te the ope ta t ion ,,, "i!lnd effect of any or a 11 0 f thes!:' Re9 trlctions <l nd W1 thou t re9a rd to whether it 9hall then Own any land adJoln1ng Or surroundlnq the IiJ 006/008 '" 08/0412004 07 29 FA1 7273918Sf ORILJINAL --- iI~ -,- Ji. i.4640 PAGf1041 P (o!,crty _ Such t r:. r>nl n.. t Ion. hOWL v,-.r. m<lY only U<.. hy WIlt" " lnstrurnent and sh<lll on1 v he (' f fec tl ve from the riLl te $\1<"'1, 11"''0' lr ument 1$ recorded among the PubllC Rl.'cords of P1nell,,'; (o\,nty. r10T ldl Other thiln U,S. lJome Cor[>Oratlon, nO person O<.lflll1<] <lDY tilnc1, lnclud1ng but not ll.mlted to any land aUJulnlng Or ~dJ~CCllt to the Property. Shilll be entitled to elalm the beneflt of, or enforce or requ.l.re compl1ancc Wl th the,>e Restric tH>nS, un lcs '> 1 t sha 11 have been assigned the rlght:s of U.S. Home Corppratlon as provIded In Par~9raph 13 abOVe. ' , ' , ' ~ { ... l: i:.'4e; ....:.;:' ... , ,t - I ;;t"{, ~' ~J. ',j.%-'"J ';;",'l,., i ~~""...... ~~t- ~":~- t~"""" f -~'f1!. -'J " 0.~ ~1" ~_l' -"'f1!(~:l.- v~~ '";'"1. ...t Copy . AVA"able I :.J.....~ l> I _tt::'2..~ ! ..ftf~L~~ ''1-:;:;~~ t 1J~:r.'i~\ '.. l ..l:'::l..... ..... i~^^'j ~..... :;- ..j l ~1''' I ......ll 1,;;;-..... 1 , \... f.... , ..J.-<..L-" ~, , , ~. ~-:......;( "f~" j .....~ I ,-- I \-:. 'f-;>..~ "'~-'""""'"---'o. OCT 24 2004 PLANNING & DEVELOPMENT SERviCES CITY OF CLEARWATER "'u ~ 1- J/J;~~~~....-c..(.>''''''....... ... ~007/008 ~~ ::t ~~(~~~ " ,,'- " ~ " . ~ 08/04/2004 07 30 FAX 7273918; IiJ 008/008 ORIGINAL ---. - I -"d.4640 PAGfl042 EXHIBIT C v.. " ~3'{~~ ;:: ~ ~~-::. The property conveyed by thlS deed lS subject to the follc-wlng easements "' 1. Easement gran~ed by lrstrument recorded Ln 0 R Book 39S1, at page 30, Public Records of Plnellas County, Flor1da. \ 2. Utillty Easement granted by lnstrument recorded .lfl o R. Book 3951, at page 28, and re.recorde3 in 0 rl. B~ok 3966, at page 124, all of the Public Recorda of Plnellas County, FlorLda. 3. Easement granted by instrument recorded in O.R. Book 4223, at ;>age 1502, Public Records of P1nellas County, Flor1da. 4. Easement grant~d by ~natrument recor~ed in O.R. Book 4563, at page 1412,lpublic "eco~ds of P1nellas County. Florlda 5. Easement granted by .lnstrument recorded in O.R. Book 45951- at page 34, PubllC Records of Pine1~as County. Florida. 6. Easement granted by .lnstrument recorded in O.R. Book 4595, at page 46, Public Records of P~nel1as County, Florida. 7. Easement granted by lnstrument recorded in 0 R. Book 4595, at page 4 Ii, Public Records of Pinellas County, Flor1da. 8. Easement granted by instr~ent recorded in O.R. Book 4595, at page 52, PU~11C Records ot Plnel1as County, Plorl.da. , 9 Easement granted by 1nstrumcnt recorded 1n 0 P Book 4595, at ~age 54, PublLc Records of Plncllas County, Flor1da. 10 Easement granted by 1nstrument recorded ln O.R. Book 4602, , at page 493, Public Records of P1nellas County, Plorida. , ~. .l _Ir ........ l l.,"'~ ..... J;;'; .. '';0". ~ " Grantee, by ltS acce?tance and racordlng of thlS deed, hereby expressly assumes all of the obllgatlons of Imper~al Land Corporation, lts successors and asslgns, cortained 1n the Utlllty Easement deserlbed as Item 2 above <' , In addlt~on to the foregoing, the property conveyed by thl.s dee~ ~s suoJect to tnc followlng condit.lons, which shall be b~ndlng on .lt and all subsequent owners thereof. whether or not recited 1n subsequent deeds: , a. Such property, lncludlng ltS water retention ponds and areas, shall Decept surfaec, sheet flow and other overland dra1nage from I all adJoln1ng land, and shall be burdened thereby, and " ~.. b Notw.lthstandlng anythLng to the contrary contalned herein. U.S. Home Corporation shall have the: right at any t.lme hereafter to termlnatc the easement rlghts reserved under paragraph a above, and s "c '- ..,-: -:-;- :=-r- ~ t: ~::'~ SP all !'ot r~~" L re the c.....nsen t or approval 0 f t ~" ~wner or owners of [' ny land benei' 1 tt ed t:"..reby, or .r:cq..Ilre any such land to be owne, by U S Home Corporat1on Such termlnat.,~ shall be effect~ve upon the recorulng by U S. Home Corporat.lon of an appropr1ate wr1tten 1nstrumcnt so provld1n'l among the Public Records of Glnellas tounty, Flol1da. !.:: 1'1 '". J .j~~ ~r-...k . - . , OCT 2((2004 .... PLANNING & OCVELOPMENl SERVICES CITY OF CLEARWATER 08/10/2005 WED 10:24 FAX 727 r'~ 3648 ~ 0011003 /.. I ,,]i':;~\f I '::1;:;~~ t - I .\1i.~2~1 ~ ~ -- FLORIDA DESIGN CONSULTANTS, INC. ENGlNSERS. ~NVfROHfI//fNTIllJSTS, SVR\Il;I'ORS.'I. PLANNERS FAX To; Wayne Wells From: Cyndt Tarapani Company: Clearwater Planmng Department Date: Aug. 10. 2005 Fax: 5624865 Job No.: 282-2 Re: 562-4504 Pages: Beazer Homes! Costa Verde at CountrySlde CaseNo FLD 2004-11077 cc: 3 Phone: Jayne Sears, Johnson Pope Hardcopy In$trlIction&: o Regular Mall 0 Overnight Mall 0 None To Follow . Comments: Wayne-l attach two portIons of the srte plan ShoWing where we propose the 4 ft fencelwalllo screen the par1(ing areas from adjacent properties and adjacent slreel:s_ Could you please confirm either VJa fax or e-mall that these locabons are the only addrbonal areas reqUlnng the screemng? These two areas are In addition to screening the parking at the dubhouse that we have previously dIScussed On Sheet 10, where the fencelwall Will be adjacent to the church property. the total dIStance IS approximately 250 feet On Sheet 11, where the fencefflall IS adjacent to Belcher Road, the total distance IS approXImately 260 feel My e-mail IS ctaraoanl@fldesign com or fax number is 848-3648 Thanks for your help-we Just want to make sure that there IS no mlSunderntanding The lI'lfom1a'bon con1alned In 1t1s lrnnsmlSSlOflls prMIeged ..nd eonlldenllorl !lIS ll'ltended for the use of the: IndMdl,Xll or entlty named above. If the reader of tins message IS not !he mtandsd addressee. !he reader Il;: hereby no~lied that any conslderallon, dissell1lll<lUon or dupllcabon of this lXImmUlllcatJon 15 s1ndIy prohibited If !he reaplllnt has receIVed this c:ommunlcahon In error, please return thIS tr:;msml$slon to US at the address below by mall. If !hIS lDlTllTlurocatJon wa:i receiVed Dllhe U So, please nOllfy US immediately by phone THANK YOU. Phone (n7} 849-7588 - Fax: (727) 84S-3648 08/10/2005 WED 10:24 FAX 727 -'~ 3648 11It!i /0 ~ 002/003 153 152 151 150 \ 149 148 147 0 146 <I( 0 oc @ . . . 145 wI b :l 0 c , 08/10/2005 WED 10:25 FAX 72~ -.~ 3648 ~ 003/003 , ~ 1 ,...., ..... ,....." a -'(.) ::-' '-" ~~ 1"),,",: m"lt" 1"')01 tr') , c 'I'" i "h ~jT ..\. u ~ , , , 230 229 228 227 226 2 ...Ll \ I ~ ~ ...Ll )J ~Id-// 236 237 238 C' 239 ,....."cj ~~ ~ . t U')O !:O_ 240 0." _en or- 00 ZO Z --- ---- ~ ---- --- --- --- __0\ Bes Copy Av~' i!:".'J,,~ '" ~""'l\ ~ 6r,...(j1....Jl',., Wells, Wayne From Sent To Cc Subject Clayton, Gma Tuesday, August 09, 20051019 AM Cyndl Tarapanl2 (E-mail) Wells, Wayne Golf Course HI again - I received your fax The Information submitted looks like It complies provided the fence around the pOOl IS solid and landscaped on the outside Just want to make sure that you realize the fence requirement applies to entire project - not Just the pool (as Wayne Indicated at ORC) If you have any questions, please contact Wayne Let's gel together for lunch soon Gma L Clayton Assistant Plannmg Director City of Clearwater gma clayton@myclearwater com 727-562-4587 1 .1) 08/09/2005 TUE 8:44 FAX 727 ~'O 3648 ~OOl/002 -,'~~~D~mj :~J~jt~~;~ '!~J.f~~;dl ~ FAX ENGINEERS EIMRONMENrAUSTS SURVEYORS & p rt _ I I j ~~-;m 1[01 I -~ - -__-.J I PLANNING & DEVELOPMENT 1 I SERVICES II L__ ~I-~ O~ CLEARWATER _-.J To; Gina Clayton From: Cyndl Tarapam Company: City of Clearwater Date: Aug. 9, 2005 Fax: 562-4865 Job No.: 282-2 Phone: 562-4587 Pages: 2 Countryside Exec. Golf Co~e Ed Mazur Re; SIte plan-Case FLD 2004-11077 cc: Tim Jolmson Hal'tkopy Instrudion$: D Regular Mail D OVernight Mail 0 None To Follow . Comments: GIna-- thanks for your e-maIl yesterday I want to make sure that we have the fence located in the correct area per the City's requirement I attach a portion of the site plan with the areas proposed for the fence around the parking area shOMl crosshatched The two areas are the southem end of the parking lot adjacent to the stormwater area and the northeasterly end of the lot adjacent to the northern entrance to the parking area Would you please review and let me know If these are the correct locations for the fencelwall? Please note that we currently have a fence the entire distance around the pool that we believe meets the requirement for scteenlng from COuntryside Boulevard Thanks for your asSl$lance The InfonnallOn conta!Oed In lI'1 is transmission is ptMleged and confidential I t IS I ntended for the vse of \he lndIw:lual Of enl:tty named above If the reader of thiS message IS not the intended addressee, the I'eOlder Is hereby nollfiGld that any coll5Klernlron. dissemmtron or dupllcallon of Itus commUlllCation IS sIndIy prohlbrted If lI1e reaprent has receIVed 1h15 commlDllcabon In error. please return lI1IS trnn5m 155100 to U5 at the address below by man. If 11115 co m m lJI'1lCrtJon 'Mi5 recerved In the US, please notify I)S Immecf.ately by phone THANK YOUl Phone; (727) 849-7588 - Fax: (727) 848-3648 . ... 08/09/2005 TIlE '- IE 18"-70 3 ~ 002/ DOl --,~E 18~:70 Jg ~~5 N ~ 24" FES IE 24"=69 ~O (N ) '0.1,". E x '\'O~ '\'" 'fc ,\'0 +~\) \\ "Jv NOTE, FOR L IMPRO CQUNl SHEET r\~ 40 I ..~~^" .. [107) WE C INLET =75.09 :~ i~::~~;~ ~~~ / 11061 "[:!E C INLET IE ...75.09 24"~ IE 24"-66934 (NE) ... 9 34 (SW) Clayton, Gina From Sent To: Cc: Subject Clayton, Gina Monday, August 08, 2005 5 17 PM Cyndl Tarapanl2 (E-mall) Wells, Wayne Countryside Executive Golf Course Hey Cyndl - got your fax For clanflcatlon, Wayne did not Indicate that the Internal clubhouse parking needs to be screened from Internal streets We are asking for screening from the extenor boundanes of the property - not along Sienna Road Code Section 2. 304 A 2 (and 2-303 A 3) requires that all off-street parking be screened from view from adjacent parcels and from adjacent streets by a landscaped wall or fence We have consistently applied thiS cntena to projects You could potentially request a deviation from thiS requirement through a ReSidential Inflll Project (and we believe you have made some good arguments for deviations) We think the 8' fence would be benefiCIal to the project Based on Wayne's extensive expenence In Plnellas Park reviewing such Situations, he found that an 8' high landscaped fence proVides reSidents (and Industnes) with a much more effective buffer Gina L Clayton Assistant Planning Director City of Clearwater 91no cloyton@myclearwater com 727-562-4587 1 08/05/2005 tRI 10:25 FAX 727 PAQ 3648 ~ 0011003 1 flE(C~~~\E '\ ~GlNEERS, ENVlfIDNMENTAUSTS SURVlrYORS & piN \ 'AUG - 52005 ',C:2 ~ [ r1N1NG & oEVEWP~NT \ SEA~CES I CITY OF CLEARWATER -.l FAX Company: Gina Clayton City of Clearwater From: Cyndi Tarapani rV' Aug. 5, 2005 282~2 To: Date: Fax: 562-4865 Job No.: Re: 562-4587 Countryside Exec Golf Comse SIte plan-case FLD 2004-11077 Pages: 3 Ed Mazur Tnnlobnson Phone: cc: Hardcopy InstnIctions: D Regular Mail 0 Ovemight Mail ~ N(lntjl To Follow . Comments: Gina-I am wntmg With regard to the above case that went to the DRC yesterday as a FlcX1ble application and It IS Wayne's case Accordmg to Wayne, there arc only two reasons that this case is a flexIble CDB case rather than a FlcX1ble Standard case. Although we tnltIally applied as a Flexible apphcation, wc have revised all of the setbacks to not trigger COB approval and we would like to aVOld that due to tImmg ISSues. We would lIke your rcVICW of Wayne's deciSIon regarding the first reason that we are a Flexible case Wa~c is saying that ConditIon #3 of the Attached Dwclbng Flexible Standard requirements IS not completely met for the parkmg at the pooLl clubhouse (SectIOn 2.303A) I have attached the portion of the site plan ill questlon. We do have a fence around the pool and the poolltsclf Wlth the fence form~ the screenmg from C01mtrystdc Boulevard and Wayne agrees to tins. (Note that both the pool, cabana and fence are aU more than 25 feet setback from Countryside.) ~ However, Wayne stated that the clubhouse parlang must be screened from our internal private road~ SIenna Road and from Ent c R With a four- foot wall or fence. To apply the lne lllformabon oonla1fJed 1n thiS lrarn;misslon Is prM eged and oonfidenba! !lIS IIllended for the use of the tndMdual or enbty named above If the reader of ltII5 message IS not the Intel'lded addl'eSSee. the reader IS hereby noblied that any oon5lderallon. dissemlno11Jon or dUplICation of IhI!i amimurucabon IS s1ndly prohiblted If the recipient has recelV$d this communlcatJOO In ermt, please rEturn this tronsmlsslQn lJ) us at 1he address below by marl If ttus communication \A$S received In the US, ploooo nolJlY US unmedi3lely by phone THANK YOU! Phooe. (721) 849-7588 - FaJc (727) 848-3648 08/05/2005 PHI 10:25 FAX 727 o~q 3648 ~002/003 August 5,2005 wall requirement to a pnvate tnternal road does not seem to meet the mtcnt ofthis requirement espectally smce the only people on thIs pnvate road wilt be the fCSldents of 6 units and therr guests Fwther, the use immediately across Sienna Road from the clubhouse parla.ng 18 parkIng for the townhouse umts. It doesn't seem logical that the same use, I e., parking should be buffered from each other. Therefore, we ask that the wall along SIenna Road not be requrred. With. regard to Enterprise Road, at the closest pornt, the clubhouse parking 15 more than 70 feet from the Enterpnse ntilit..-of~way and even further from the actual roadway. Most of the parking is an even greater distance. In thc area between Enterprise Road and Sienna, there will be sIgnificant landscaping on the 81te. Therefore, we ask that the substanbal distance from Enterprise and the proposed landscaping be deemed. to mitIgate thiS conmtlon and a wall not be required in this area either The second reason that Wayne states that we trigger cnB revlew IS a request to increase the fence height from 6 to 8 feet along the mdustrial uses. We believe that the 6-foot fence and the landscaping alrcadyproposed wIll form an effective buffer Ul tlus area. We do not believe that the adchtIonal height W111 make a meamngfu1 difference in the buffer nor 18 there any specwe criteria about this lSSue in the code I spoke to Tim Johnson rcgardtng this 1ssue and he stated that he told you at the Board heanng Tuesday that he would constder the higher fence. When I talked to Tim today, he dIdn't realize that this was one of only two outstandtng issues tnggering CDB approval and due to his travel, he d1dn't get approval from the client on the l11gher fence. Can you please let me know ifthi8 18 a cntical1SSue for the City or if you all have any latitude in tins higher heIght fence. After you have had a chance to teV1ew tlus informatIon and talk to Wayne, I would appreciate it if you would call me to discuss. Obviously, we are on a short tune frame to meet the resubmittal deadline, Thanks. . Page 2 ~ 003/003 Ii.;.... ...... ~.? ~ ,~ IE '6~=70 30 (NW) ~ ~ 1a~=70:50 (SE) ,,'- 1<<; , \' "'- ^ \ -1', ",,) "~NOTE , N NOTE FOR LEF1 IMPROVE! COUN1R'Y SHEET 3. l"~ 40' ,," i~)~~~ ,~ 1107\ TYPE C INLET EP =7509 lE 24~=69 26 (NE) IE 24D=69 26 (SW) Wells, Wayne From Sent To Subject Wells, Wayne Tuesday, August 02, 2005 12 53 PM Jayne Sears (E-mail) Draft DRC comments for FLD2004-11 077 /PL T2004-00017, 2506 Countryside Blvd Jayne - Attached are the Draft DRC comments for FLD2004-11 077/PL T2004-00017 for 2506 Countryside Blvd The meeting IS at 330 pm on August 4, 2005 Wayne ~ ~ draft 8 4 05 drc action agenda 1 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 ATER COM ~ Clearwater July 07,2005 Timothy A Johnson, Jr, Esquire POBox 1368 Clearwater, FI33757-1368 RE FLD2004-ll077 -- 2506 COUNTRYSIDE BLVD h Letter of Completeness Dear Timothy A Johnson, Jr , EsqUire The Planmng Staff has entered your applIcation mto the Department's filmg system and assigned the case number FLD2004-11077 After a prelImmary reVIew of the submitted documents, staff has determmed that the apphcatIon IS Complete The Development ReVIew Committee (DRC) wIll review the applIcatIon for sufficiency on August 04, 2005, m the Planmng Department conference room - Room 216 - on the second floor of the Muruclpal Services Buildmg The bUlldmg IS located at 100 South Myrtle Avenue m downtown Clearwater Please call Sherry Watkms, Adnumstratlve 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 applIcable) must be present to answer any questions that the DRC may have regardmg your applIcation AddltIonal comments may be generated by the DRC at the time of the meetmg If you have any questions, please do not hesitate to contact me at 727-562-4504 or Wayne Wells@myclearwater com Smcerely yours, 1J'jtu-- 1'1. LJ~ Wayne Wells, AICP Planner III Leiter ofCompleleness - FLD2004-11077 - 2506 COUNTRYSIDE BLVD Wells, Wayne From Sent To Subject Wells, Wayne Thursday, July 07,2005324 PM Jayne Sears (E-mail) FLD2004-11077, 2506 Countryside Blvd Jayne - Letter of Completeness attached Wayne ~\ 1........\ lilli-I lette r of ompleteness #2 7 7 1 FLORIDA DESIGN CONSULTANTS, INC. f;NG"'f;'RS f;NVlRONMf;NrALlSTS SURVIOYORS & PLAN"ERS 3030 Starkey Boulevard New Port Richey, Flonda 34655 ORIGINAL Letter of Transmittal [\1-) O~ C\e...~(W~ - ~\~V\"'~~ Altn: W ~ Y\.2- \}Je.- \ \ 'S Date: . Address: lOO"S, \--'\""'-\\L A...\JfL - L~ Re: ~DS)~cl \.)e,~ ~lot,<" From: Octavlo Cabrera, P E \=1-1) L..ooAr - \ ~O r7 ~[bifNm.].. 3~ f) 2oe>'S Job No: 02~2- - C>C:;;O'2-, 40,0\ c r - re~1 -' These are Transmitted as Checked Below o For Approval 0 For Your Signature ~ As Requested "g Approved as noted "ti.J For ReVIew and Comment l!J Other ~ be.. 1l1'\0 '0 For your use o Returned for RevIsion Comments l' I' ~ ~~01'-\ ~d ~ ~ V'y'\...~<~ \:)~~ l S\"'UL- *,L. ~\c:k.< cA~~'SCL.. .J.('~:V"\& ~ ~ c1nc..v - Copy to ~. ~ ~.h~ D Please print name below and ~f";' '-=" vv V" " ireturn via fax as having been received. ~ b~vv...VV""' ~ &..a~< ~'S. wID ev~. E~~.,(~ ~~( J :jr-'J ~e '7 POc.. W/o ~, ~~\e.- 02B2- 0002... 40,0\ ~/~~ SIgned If enclosures are not as noted, kindly Inform us at once Phone (727) 849-7588 - Fax (727) 848-3648 Wells, Wayne From Sent To Cc Subject Jayne E Sears [JayneS@Jpfirm com] Wednesday, July 06,2005226 PM Wells, Wayne o Cabrera, Tim A Johnson RE FLD2004-11 077,2506 Countryside Blvd Wayne, sorry, apparently we mlssed that We dld prevlously turn ~n a dralnage report as part of the earl~er submlttal Florlda Des~gn Consultants wlll have 3 updated sets of the report dropped off to you before you can wrlte a letterl Thanks for call1ng thls to our attentlon Jayne E Sears Legal Asslstant Johnson, Pope, Bokor, Ruppel & Burns, LLP 911 Chestnut Street Clearwater, FL 33756 Phone (727) 461-1818 Fax (727) 462-0365 -----Orlglnal Message----- From Wayne Wells@myClearwater com [mallto Wayne Wells@myClearwater com] Sent Wednesday, July 06, 2005 8 01 AM To Jayne E Sears SubJect FLD2004-11077, 2506 Countryslde Blvd Jayne - Even though th~s case lS baslcally a resubmittal, which now ~ncludes the restaurant area In the slte design/land area, I cannot flnd In the boxes of materlal submltted a revlsed dralnage report Slnce these are bound reports, they should be easy to find, yet I donlt flnd them I do flnd the revlsed Trafflc Study (three caples, bound) Could you check and see If you have them, or can you get three caples of the revlsed dra1nage report (slgned and sealed)? Th1S 1S a completeness lssue (currently Incomplete wIthout the dralnage report) Thanks Wayne 1 Wells, Wayne From Sent To Subject Wells, Wayne Wednesday, July 06,2005601 AM Jayne Sears (E-mail) FLD2004-11 077, 2506 Countryside Blvd Jayne - Even though thIs case IS basically a resubmlttal, which now Includes the restaurant area In the site design/land area, I cannot find In the boxes of matenal submitted a revised drainage report Since these are bound reports, they should be easy to find, yet I don't find them I do find the revised Traffic Study (three copies, bound) Could you check and see If you have them, or can you get three copies of the revised drainage report (signed and sealed)? This IS a completeness Issue (currently Incomplete without the drainage report) Thanks Wayne ~ 1 ,..~ /..J L1.. 1111/~~lll h';>!,,~X,7\ -" 1'- t O ,~~' ~'i1 ~t-..l:~~ "::. ~ - ~"r",i ~- L ~tJlr-. ! ~ 0- , . I t ~ :, ',:,~learwa er t--- ~ _ - -=. ,.. ll~IIW-~ u FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE. CLEARW ATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: j~r-L j~ FAX: "1 ~ i i Ii I 1 4 1o'2.. 0 3 ~ S- Phone: 4- to \ ~ J ~ J 2> FROM: '^) ~ -..f"L W L \ \~ Phone:----.f" ~ 2. ---=-- 4- s ~ DA TE:_ 11!:LJ \/04- RE: 0 F-LI) '2..004- .@"'7? I z.. 5"'0 \., C 0 ..-.~.t ; . I. {3 \.J d . MESSAGE. ~ F'L.p"U)o 4- - Cl 80 <.0 ( z...s, ." v~ \-\~j \~ N. D~'Pr I z....[L/ 04 D fl.c.. ~~. y (u-..~ to- ~-\-e- l) ilc. -\i M-<.~ . (\ P"""' -+ I () .. 4- S" "-_) NUMBER OF PAGES(INCLUDJNG THIS PAGE) \~ . 11/15/04 MON 12 42 FAX 727 441 8617 JOHNSON POPI;. @001 ~ ~ ~ ~ 1I Wi ~ ~ D ~--~ l NOV 1 5 2004 II II I .-J~ DEVELOPMENT SERVICES OE?T\ CITY OF ClEAR\NATFR JOHNSON, POPE, BOKOR, RUPPEL & BURNS, LL 911 Chestnut Street, POBox 1368 Clearwater FL 33757-1368 Telephone (727) 461-1818 Fax (727) 441-8617 Facsimile Cover Sheet To: Company: Phone: Fax: From: Client Name: Client/Matter Number: Date: Pages including this cover page: Wayne M. Wells, AICP City of Clearwater 562-4504 562-4576 Jayne E. Sears, Legal Asst. Beazer ,108701 November 15. 2004 5 Comments Wayne, I dIscussed the Issue of the Dogwater wIth Tim Johnson and he asked me to fax you the attached zoning ordinance The ordmance specrflcal1y states that the restaurant estabhshment may contlnue without regard to the utilization of the golf course Please pass a copy of this along to Gina as well I will fax a copy to Marc Manana Thank you cc Marc Manana, Planner Ms Judy Hull The mfmmlltl<>1I conlllmed m II", transm'SSlon may b. .ttomey/cllent pnvllcgcd and then: fore confidenha I Th,s mformatlOn '" mten<led only for the use 0 f the lIld'V1dual or elll1ty na1Il<d .bov. If the reader oftlu. message IS not the IIllcnded re"'pl.n~ y<>u are hereby nonr",d IhOlllny dl5!!"tnl11ohon, dl.ttibullOu Ot copy ofth!.'! conurmmcat,on,s Slnelly proh,blted lf YOll receIve tin" transmIsSIon In "rror Or tf you are not the mdlVldll3.l or entity narned above, tbe 1'CC.'pt of till. lrons"nsslOu " IJOt mtcrnled 10 . nd does not WlIlve IIIIY priVIlege, attorney/el,e"t Of otherwISe I r yo u h. ve receIVed th" conUllumc.tmn m ~rror, please nOllfy lIS by Ie lepho,," 00 lIec~ and return the ong",.1 mess. ge 10 us at the above addres. Vla U S Postlll ServIce You w,lI be re ,mbursed for any p OStlge Or any othe, e ~pense assocIated WIth the feturn of tiltS document. TIllInk you 11/15/04 MO~ 12 43 FAX 727 44] 86]7 JOHNSON POPF 411002 , , ORDrNANCE NO, Z6Z3-8Z AN ORDINA.NCE AMENDING THE ZONING A TLAS OF CITY OF CLEARWA TER, FLORIDA, 1982, AS AMEN BY RECLASSIFYING AND ZONINp CERTAIN PROPER AS DESCRIBED HEREIN: PROVIDING FOR REPEAL.. 0 ORDINANCES OR PAR TS OF ORDINANCES IN CONFLI HEREWITH TO THE EXTENT OF SUCH CONFLICT. P VIDING FOR THE SEPARABILITY OF THE PROVISION HEREOF; PROVIDING FOR PROPER NOTICE OF PRO- POSED ENACTMENT; AND PROVIDING FOR THE EFF DATE OF THIS ORDINANCE. I IE ~ IE 0 Wl~ ffill ~I NDV 1 5 2OO't lcJ~ DEVELOPMENT ~EHVfCES OEPT ~11Y 01:" ClO.;P\JIJATER ~7'rv _ WHEREAS, on January 14, 198Z, the CIty Comnuufon of the CIty , of Clearwater, after prOper public notice, held a public hearing on certah:r with procedure aa establhhed; and proposed changes in the 2l01UD.g aUas of the City of Clearwater in accordance WHEREAS, certaln of the propOsed changes and amendments to the all eVldence presented at the said pubhc hearing; and 1.:011.lng atlas were approved by the City COInmUlsion after Its evaluahon of (LGCPA) requires that all development regulation!! and lllnetldments thereto WHEREAS, the Local Government Comprehensive Plan:ung Act related to an adopted comprehenslve plan or element thereof be reviewed by the Local Planning Agency (t.PA) tor coniorm.anee with plans adopted plJ.r~uant t.o the LGCPA. and WHEREAS, the Plll.ellas County Plan.c.lll.g CouncU (PCPC) has been dUlgnated the Local Plan.c.lll.g Agency for Pinellas County and the PCPC hall a.dopted guidelines w1.th reference to each required referral process, and. the PCPC under said process; and WHEREAS, thlll Ordu:rance has been referred to and considered by _ WHER.EAS, eection 131.104 (d) (2) of the Zomng Ordlnance sets forth those use" allowed in the Recreational Planned Developmet:lt Diurlct. indud.1ng club houses; and WHEREAS, Countryside Executive GoU Course itlelud.es such club hous e which provides an eatIng and. drinklng establishment open and, avaIlable to the general public without reference to utU.12lation of the goU COUrse facUlties, -1- ]1/15/04 MO~ 12 43 rAX 727 441 Hb17 J(]HN~ON porr @OOJ whic:h existing estlAblhhment and any future expa,rrnorr thereof shall be deemed c:orrsistent with th,e provlSion, of Section 131. 104 (d) (Z) arrd shall be Conl!lldered a permitted under urrder thl'! .Rec.reaUonal Planned Development District; NOW, THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION OF THE CITY OF CLEARWATER, FLORIDA. Se~tion 1. Thl'! following described property in Clearwater, Florida, is hereby elaSl!l1!led and zoned as hereinafter indicated, and "The Zoning Atlas of the City of Clearwater, norlda of 1982", as amended, 1l!l amended to indicate that fact as hereinafter l!let out: . Zoned .Rec. P D. - RecreatioIlal Pl.a:nned Development Commence at the W 1/4 corner of Sechon 30, TOwt1l!lhip 28 South, R aftge 16 Eou t, thence run SO. 19' 55" E, 444. 65 !e et; thence run S 89. 55' 13" E. 50, 0 1 feet~ for a P. O. B., thence continue S 89. 5 5' 13" E, 2558 45 feet: thence run S 00.04' 47" W, 937.36 feet; thence run S 89.55'13" E, 247.55, thence run along the arc of a cu.rve to the left, radius 895. 00 fe et, ar c 16. 61 feet, chor d bearing S 09' Z 7' Z 0" E. chord 16, 61 fee t; thence run along the arc of a curve to the left, ra chu I! 330. 00 fe e t, arc 261. 09 feet, chord bl'!aring S 32039'10" E, chord 254.33 feet; thence run S 55 '19 '05" E, 345. 77 feet, thence run along the arc of a curve to the rlght, radiu4 170. 00 feet, arc 96.09 feet, chord bearl..Og S 39. 07' 31" E, chord 94.82 feet: thence r\Ul, S 22" 5 5' - 56" E, 143,70 feet. thence run alorrg the arc of a Curve to the rc: (jU ~ U \-~ i ~ left, radius 405,00 feet. arc 286,62 feet, chord bearmg 00 U; lJD U; 'I 5 43012' 18" E, chord Z 80.68 f.eet. then.ce run along the arc of K~---- 1 a curve to the rlght. radlUl!l 250,00 feet, arc 102.23 feet, chord bear1.l1g 5 51" 45' 54' r E, chord 101, 52 feet, then.c e run along the NOV 1 5 2004 10 arc of a curve to the right, radiu.3 30. 00 fee t. arc 49. 17 Ie et, - I chord b earU1g S 06. 54' 15" W, chOrd 43. 85 fee t: thenc e run - <". ICES DEPT 5 53" 51 '32" W, 592.43 feet, thenc e run alon,ll: the a.rc of a curve DEVELOPMrN i ,,:,t:HIt JER to the left, radius 196 0.00 feet. arc 1059.47 feet. chord bearing CI1YOF C~A -' S 38"22'24" W, chord 1046,62 ieet, thence run N 67.06'44" W, 164, 15 feet; thence run N 10" 30' 36" W, 674.32 feet: thence run N 62"54'47" W, 114.19 feet: thellce run along the arc of a curve to the left, radius 490.00 feet, arc 98, 41 feet, chord bearing N 21.20' 58" E, chord 97,97 feet; thence run S 85.55' 13" E, 382.97 feet: thence run N 53" 18' 37" E, 254.40 feet: thence run N 10.04'50" W, 228.,53 feet; thence run N 36.15' 14" E. Ill. 61 feet: thence run N 14028'28" W, 444. 10 feet: thence rUll N 58"15'59" W, 446.79 Ieet, thene-e run S 74.34'52" W, 206. 75 fe et: theoce run along the arc of a curve to the left, radius 590.00 feet, arc 37.09 feet, chord bearing N 17" 13' 11" W, chord. 37 OS feet, thence run N 62 "12' 34" E, Z88, 57 feet. theDce run N 03.59'27" W. 431. 05 feet. thence run N 44"05'26" W. 445. 53 feet; thenc: e rUll 5 79" Z8' 45" W, 983, 07 fe et. thenc e N 00"19'55" W, 393.61 Ieet. to the P.O. a. Section 2. The City of Clearwater doe.3 hereby certlfy that the measures contained in th.u ordinance are conl!istent and In conformance with the City's Comprehensive Pla:ct and ind.lvlQual elementl! thereof adopted -2. 11/15/04 MON 12 44 rA~ 727 441 8617 JOlIi'lSO'l POPE @004 , ' pursuant to the LGCPA and direct:s that lIame be forwarded to the LPA for thelr receipt and approprIate action, Section 3. All ordlllancell or parts of ordinances in eOllfl1ct herewith are to the extent of such conflict hereby repealed. Section 4. Should any part Or provisl011 of. this ordinance be declared by a court of competent ]Urisd.1cl:1on to be U:tvahd, the saIne shall not affect the validity of the ordinaneell as a whole, or any part thereof other than the part declared to be invalid. Section 5 Notice of the proposed enactment of thu orcUnance has been properly advertised m a newspaper of general circulation l.n accord.anee with Section 166,041, flor1da Statutes. Sectioll 6. The Planning Dr.rector Ul directed to melude and set out and show upon the official :orung atlal'l of the CIty of Clearwatl!r the foregoing amendments as herel.nabove set out. Section 7. The provi.sl.ons of thIS ordlnance shall tak.e effect :unm.ediately upon it.!! pal'll'lage, PASSED ON FIRST READING PASSED ON SECOND AND FINAL READING AND ADOPTED Mayor- Commhl'lloner Atte st: City Clerk rn [E @ ~ 0 W ff ~n II -______-,) !II NOV 1 5 2004 I _ -.1 LJ I DEVELOPMENT SEFMCES Dl?TI CITY 01= q,LEAR'NATER . -3- 11/15/04 MON 12 44 F~Y 727 441 ~~~~Q~) ~ -., " '~ ti ~ _: a:: ~ . .. <, 1 g' e - Go X J: J [ J [ J PAl..MWOOO OR. 8617 JOHN~ON POPE .... :t '" l1t 1LI '" U/ a: Q:' oJ l1. oJ )- <( 1IJ 0- lG U ~oo~ --- ~'"'I I J Ut<1 101 Ire J I.LI %1- 0 0 0 0 0 0 -..,., 0 Q 0 Q 0 !I: 0 :r !t 2: ~ 2: (:l lU 'lI: l.I.I 8 -1 <t :!C (:l 0 l.AKEWOOO i:l'i. N "J "llI .. Q .. 0 1I 0 B~irJ .. ;!I:' .:a lo.I e ...r CI a:J :I : c: ~ m < o Fl ,.. So a: a:r o cc PROPOSED REZONING cer/Appl1cant ~!C;i5'CF -~I1.~J:;c;T,( - - uest from C P D . - ~o B Fe.. P D I . - Section - Propert:y (~~ ArrAC.HtiU L~C:rAt) t.f. I he. + Planning and - City I Zoning Board/2-/!:r8/ CommlSsion ~ I'-{- 82, TownshiP28r Ran~e (,~ Atbs PageNA~13 NA-( CJ Multl.Pamily B BUSlnes$ V Vacant tic Hearing Item Number Single Fanllly , Ai. Duplex TO) IE & J~J1.5Y1_ ~,rnl uu[ NO~_~_~~~04 _ : DEVElOPMEJ\l ,- L;:. ....3,-,... CrT), OF Qtt:ARWAT- :J () CITY OF CLI._l.RWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE A VENUE, CLEAR WATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 WWW MYCLEAR WATER COM ~ Clearwater November 12,2004 Timothy A Johnson POBox 1368 Clearwaterl FI 33757-1368 RE FLD2004-11077 -- 2506 COUNTRYSIDE BLVD -- Letter of Completeness Dear TImothy A Jolmson The Plannmg Staff has entered YOll! apphcatlon mto the Department's filIng system and assIgned the case number FLD2004-11077 After a prelImmary reVIew of the submitted documents, staffhas determmed that the appllcatlon IS Complete The Development ReVIew CommIttee (DRC) WIll reVIew the applicatIOn for sufficiency on December 02l 2004, In the Planmng Department conference room - Room 216 - on the second floor afthe MUlllclpal Services BUlldmg The bUlldmg IS located at 100 South Myrtle Avenue In downtown Clearwater Please call Sherry Watkms, AdmITIlstratIve Analyst, at 727-562-4582 no earlier than one week pnor to the meetmg ddle for the approximate tIme that your case wdl be reviewed You or your representatIve (as applIcable) must be present to answer any questIOns that the DRC may have regardmg your apphcatlOo AddItIOnal comments may be generated by the DRC at the tIme ofthe meetmg If you have any questIOns, please do not heSItate to contact me at 727-562-4504 or Wayne Wells@myclearwater com Smcerely yours, \^h'J~ t\~ W~ ~::~ells, AICP Planner III feller ofComplelelless - FLD2004-1 Ion - 2506 COUNTRYSIDE BLVD r ,,.- < , "l JOHN~Vj>l, POPE, BOKOR, RUPPEL & BURNS, LLP ATTORNEY~ AN!) COUNSELLORS AT LAW ~ D ARMSJRONG III BRUCE H BOKOR JOHN R BONNER SR. GUY M BURNS JONATHAN S COLEMAN ~TACY COSTNER MICHAEL 1 CRONIN ElIZABETH J DAN]ELS BECKY FERRELL-ANTON COLLEEN M FLYNN IHNAT HADAS MAR]ON !lALE SCOTT C ]LGENFRITZ ~RANK R JAKhS fIMOTHY A JOHNSON, JR SHARON E KR]CK ROGER A LARSON JOHN R LAWSON JR. LhANNE LETIZE MICIlArL G LlI I LE MICHAEL C MARKHAM LACHARY D MESSA A R 'CHARLIE NEAL TROY J PERDUe F WALLACE POPE JR ROBERT V 1'01 ThR JR AUDREY B RAUCHW A Y DARRYL R R]CHARDS PE j hR A RIVELLlNI DENNIS G RUPPEL' CHARLES A SAMARKOS PHILIP M SHASTEEN JOAN M VECCH]OLl S rEVEN H WETNBERGER JOShPH J WEI~SMAN STEVhN A WILLIAMSON 'or COUNSEL PLEASE REPL Y TO CLEARW A TCR FILE NO 45403 108701 November 2,2004 Mr John Schodtler, Planner I City of Clearwater Planning Dept 100 South Myrtle Avenue Clearwater, Flonda 33756 Re PL T2004-00017 - 2506 Countryside Blvd Dear John In response to your "Incomplete" letter dated October 28, 2004, enclosed are 15 sets of a revised preliminary plat of Costa Verde at Countryside, along with an ad d It]O na I 15 cop les of th e p I at a p p IIcatlo n Please contact me If you need any addlhonallnformatlon Sincerely, ~t,~ Jayne E Sears Legal Assistant JS encls cc w/encl Mr Steven E Gamm Mr Ed Mazur [EOW~ ~ #331155 v2 n lJl) f Jl'l vcs CLEARWATER OFFJCE 911 CHIoSTNUT ST POST orncr HO x 116S CLEARWATeR, FLORIDA 3\757-]368 TELEPHONE (727) 461 131g TELECOPIER (727) 462 0365 TAMPA OFFICE 100 N TAMPA Sl SUITE I ~oo POST 01 nu HO" 1100 1 AMrA, I-LORIDA 33601.1100 TLLCPtlONf (813) W. "00 rELECOPJLR (gll) UJ-11IB .... ,. t' . October 28, 2004," , , '... CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE A VENUE, CLEARWATER, FLORIDA 33756 TELERHONE (727) 562-4567 FAX (727) 562-4576 ! :' wWV"itVtLEARWATERCOM ~ '." ,- , ~ ... '...~ ~ . , . I', Executive Corp CI\\\ Inc I ,I 2506 Countryside Blvd ~ I, Clearwater. FI 33763 _J I ;: 1 t D ~; ] ... .... I -) _ I RE PL T2004-000 I ~l-- 2506 COUNTR YSID E BLVD :- Letter of Inc,o!Tlpleteness I ~~ ,. ~ ..... ... Dear ExecutIVe Gorp Clw lnc The Planmng Staff has entered your apphcation mto the Department's fihng system and assigned the case number PL T2004-000 17 After a prehmmary review of the submItted documents, staff has detcrmmed that the apphcatlOn IS Incomolete With the followmg comments 1 ProvIde Labelhng of all roads and 2 Venfy and/or provIde name of plat SectlOn 4-202 of the Commulllty Development Code states that If an apphcatlOn IS deemed mcomplete, the deficIencies of the apphcal10n shall be specified by Staff No further development review actlOn shall be taken unltl the deficienCies are corrected and the apphcatlOn IS deemed complete Please resubmit by Wednesday, November 3,2004 If YOll have any questIOns, please do not hesItate to contact me at 727-562-4604 or John Schodtler@myclearwater com Smcerely yours, John Schodtler Planner I Lotter oj InromplcI01l0,; PLT!004-00017 2506 CO UN fRYSIDE 8i VD \ ~ ~learwater CITY OF CLE!RWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 , WWWMYCLEARWATERCOM () October 28,2004 Executlve Corp Clw Inc 2506 CountrysIde Blvd Clearwater, FI 33763 RE PL T2004-000 17 -- 2506 CO UNTR YSIDE BLVD -- Letter of Incompleteness Dear ExecutIve Corp C]w Inc The Plannmg Staff has entered your applicatIOn mto the Deparhnent's filmg system and assIgned the casc number PL T2004-000 17 After a prehmmary reVIew of the subImtted documents, staff has determmed that the applIcatIon IS Incomplete with the followmg comments 1 ProvIde LabellIng of all roads and 2 Venfy and/or provide namc of plat SectIOn 4-202 of the Commuruty Development Codc states that Ifan applIcatIOn IS deemed mcomplete, the deficIencies ofthe applicatIOn shall be specified by Staff No further development review aetlOn shall be taken untIl the deficIenCies are corrected and the applicatIOn IS deemed complete Please resubmIt by Wednesday, November 3, 2004 If you have any questIOns, please do not hesitate to contact me at 727-562-4604 or John Schodtler@myclearwatercom Smcerely yours, ~;~L- Jo~n Sehodtler Planner I \\/02- ~ec: d. \5 ~I"~" ~ t"" ~ Leller of III wmp/e/I'J1l'oS - PLl 2004-000 17 - 2506 COUNTR YSIDE B L VO JOHNSvl-l, POPE, BOKOR, RUPPEL & BURNS, LLP A I rORNEYS AND COUNSELLORo. AT LAW E D ARM~TRONO III BRUCE H BOKOR JOHN R BONNrR, SR' GUY M BURNS JONATHAN S COLr:MAN STACY COSTNER MICHAEL T CRONIN ELlZABI:TH J DANIr:LS BECKY FERRELL-ANTON COLLEEN M FLYNN RINA T HADAS MARION HALE SCOTT C 11 GENFRlTZ FRANK R JAKFS TIMOTHY A JOHNSON JR SHARONF KRICK ROGER A LARSON JOHN R LAWSON, JR' I r ANNE LETIZE MICHAEL G LITTLe MICIIAEL C MARKHAM ZACHARYD MESSA A R "CHARLIE' NEAL I ROY J PERDUE f WALLACE POPF, JR ROBERT V POTTER, JR AUDREY B RAUCHW A Y DARRYL R RICHARDS PETER A R1VELLlNI DENNIS G RUPPEL' CHARLES A SAMARKOS PHILIP M SHASTEEN JOAN M VECCHIOLl STEVEN H WEINBERGER JOSEPH J WE]S~MAN STEVEN A WILLIAMSON 'Of COUNSEL PI cASE REPLY TO CLEAR WATER FILE NO 45403 108701 November 2,2004 Mr John Schodtler, Planner I City of Clearwater Planning Dept 100 South Myrtle Avenue Clearwater, Florida 33756 Re FLS2004-10065 - 2506 Countryside Blvd Dear John In response to your "Incomplete" letter dated October 28, 2004, enclosed are an onglnal and 14 copies of a Flexible Development Application for Resldentlallnflll, which supersedes the Flexible Standard Appircatlon prevIously submitted Also enclosed IS Beazer Homes Corp's check, In the amount of $730 00, payable to City of Clearwater, for the additional application fee The attachments to the application, Including, Without limItation, the site plan, landscape plan and survey, have not changed and therefore, we have not resubmitted those Items Please contact me If you need any addItional Information Sincerely, ~t ~ Jayne E Sears Legal Assistant ~3.l"M~'031~ ~O AJ.JO lN3lf\flCll;;!d30 E)NINNV1~ JS encls cc w/encl Mr Steven E Gamm Mr Ed Mazur hon? ;- It Ml~1 #331155 v1 a3^~383?d CLEARWATER OFFICE 911 CIlE~TNlJT ST POST Off! CE BOX 13 (}3 CLEARWATER, nOR IDA 13'157 1368 TJ.LFPIIONI (727) 4(}] 1318 TELECOPIER (727) 462-016\ TAMPA OfnCE 1001'1 TAMPA ST SUITL 1300 POST OFFICE: BOX 1100 TAMPA, FLORJDA 3,601-1 tOO TELEPHONE (811) 225-2500 TELECOPIER (313) 223 7118 .. .. ~~arwater CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 soum MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 WWW MYCLEARWATER COM {; October 28, 2004 Executive Corp Clw Inc 2506 Countryside Blvd Clearwater FI 33763 RE FLS2004-10065 n 2506 COUNTRYSIDE BLVD n Letter of Incompleteness Dear Executive Corp Clw Inc The Plannmg Staff has entered your applicatIOn mto the Department's fihng system and assigned the case number FLS2004-10065 After a prehmmary review of the submitted documents, staff has determmed that the apphcatlOn IS Incomplete With the followmg comments Request for 16 foot front setback to pnvate road does not meet requnements for a FleXible Standard Development apphcatlOn OptIOn #1 relocate road OptIOn #2 Upgrade applicatIOn to Residential Jnfill - FleXible Development applicatIOn SectlOn 4-202 of the Commumty Development Code states that If an apphcahon IS deemed mcomplete, the deficiencies of the apphcahon shall be specIfied by Staff No further development review aCHon shall be taken unt" the deficIencies are corrected and the apphcatlOn IS deemed complete Please resubmIt by Wednesday. November 3,2004 If you have any questions, please do not heSitate to contact me at 727-562-4604 or John Schodtler@myc1earwatercom Smcerely yours, John Schodtler Planner I Lweroflllcomplel"n"iJJ FI SJOO4-IOO65. 2506 COUNTRYSIDE BLVD () CITY OF CLE!RWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 WWW MYCLEA R WATER COM ~.. ;: {;t@Rrwater October 28, 2004 Executive Corp Clw Inc 2506 Countryside Blvd Clearvvater, Fl33763 RE FLS2004-10065 -- 2506 COUNTRYSIDE BLVD -- Letter of Incompleteness Dear Executive Corp Clw Inc The Planmng Staff ha~ entered your apphcatlon mto the Department's filmg system and assigned the case number FLS2004~10065 After a prehmmary rCView of the submItted documents, staff has determmed that the appltcatIOn IS Incomplete with the followmg comments Req uest for 16 foot front setback to pn vate road docs not meet reqUIrements for a F lexI b I e Standard Development applicatIOn OptIOn #1 relocate ~oad OptIOn #2 Upgrade applIcation to ReSIdentIal IntiII - FleXible Development applIcatIOn SectIon 4-202 of the Commumty Development Code states that If an application IS dccmed mcomplete, the deficiencIes of the applIcatIOn shall be specIfied by Staff No further developmcnt revlcw actIOn shall be taken unttl the deficIencies are corrected and the application IS deemed complete Please resubmIt by Wednesday, November 3,2004 If you have any questIOn~, please do not hesitate to contact me at 727-562-4604 or John Schodtler@myclearwater com Smcerely yours, ~ John Schodtler Planner I ~~Up~ to e..... 1LD ~ ~~ Let/e, of InwmplereiJe\ \ - FI :'2004 -10065 - 250fi COUNTR YSIDE HL VD Applicant ExecutIve Corp Clw Inc 2506 CountrysIde Blvd Clearwater, Fl33763 TELEPHONE No Phone, FAX No Fax, E-MAIL No Emall Bcazc] Homes Corp A rennessee CO! p 2630 S Falkenberg Road R]VerVlew, Fl 33569 TELEPHONE 813-663-9002, FAX No Fax, E-MAIL No Ema]1 p,.r-& I ,. .J.. O.r O,~e ~,",...4t 3:30 pm else Number PLI2004-00tJ1 I -- 2506 COUNTRYSIDE BLVD Owner(s) LocatIOn 44 2 ACRES LOCA ['ED Kl rHE NORTHWES r CORNER OF COUN1 R YSIDE BOULEV ARD AND ENTERPRISE ROAD AND ON THE EAST SIDE OF BELCHER ROAD, APPROXIMA 1 EL Y 500 r I:E I SOUTH OF S R 580 Atla~ P.lge 221 A ZOlllllg Dlstnct OS/R, Open Space/RecreatIOn Dlst Request Prellmmary Plat for a 240-lot, townhome resldent]al subdivIsIOn Proposed Use. Attached dwelhngs Neighborhood Woodgate [ & 11 A ~~(IU a tlO n( ~) Cleal wa tel FI 33763 2345 A~hmOle Dflve TELEPHONE 727-791-0848, FAX No fax, E-MAIL Jdelotto@tampabay rr com Neighborhood Woodgate III Ne]ghbors AssoclatlOn(s) Clearwater, FI 33763 2360 Hazlewood Lane TELEPHONE No Phone, fAX No Fax, E-MAIL No Emml Neighborhood Clearwater NeIghborhoods Coahtlon AssouatJon(s). Clearwater, FI 33761 2544 FflSco Dnve TELEPHONE 727-725-3345, FAX No Fax, E-MAIL OJw@gte net Presenter Wayne Wells, Planner III Attendees Included CITY STAFF 8/4/05 WELLS, THOMPSON, RICE, RICKARD, ALBEE, 12/2/04 W WELLS, C GERLOCK, S RICE, J COLBERT, R ALBEE APPLlCANTlREP 8/4/05 E ARMSTRONG, J SEARS, E MAZUR, J HULL, ]212/04 E ARMSTRONG, J SEARS, E MAZUR Q'"1'\\ Ei- ~ ~) + I 't) S' - ~ t.......... C;; ~ r-o c.. ~..-.............. The DRe reviewed this appheatlon with the followmg comments General Engmeenng I The followmg 10 be addressed on the final plat 1) Need a letter from the postmastel approvmg the proposed pn vate street names pnor to final plat submittal 2) SIdewalk easements will be reqUIred fOl all proposed s]dewalk segments that meander out of the ploposed lIlgress/egress easement 3) Pnvate dlamage easements lequlred for all storm mams outside the mg]ess/eg]ess easement 4) G rant an add] IlOna I easement for the ex lStl ng 6" fOl ce ma 111 ] f force ma m meanders outside the eXIstmg lOft dramage and utl It ty easement 5) ProVide utility easement(s) for sal1ltary sewers or water hnes not m common area or Ingress/egress easement FlIlal plat 10 be recorded wIth PlIlellas County pllor 10 bUlldmg permit En vlronmen tal See conunents under flD2004- 11077 Fire' See comments under FLD2004-ll 077 Harbor Master. No Comment~ Legal I See comments under fLD2004-11 077 L.md Resources: 1 See comments under FLD2004-1 I077 Development ReVIew Agenda - rhursday, August 4, 2005 - Page 58 Landscapmg' 1 See comments under FLD2004-11 077 Parks and RecreatIOn. Open Space/RecreatlOn Impact fees are due pnor to final plat These fees could be substantial and illS recommended that you (,Ontaet Deb RJl.,hter at 727 -562-4817 to calculate the assessment Stormwater 1 See cormnents under FLD2004-11 077 Solid Waste' 1 See comments under FLD2004-11 077 Traffic Engmeerlng 1 Applicant to address comments of FLD2004-11077 Planmng. 1 See condltIOns under FLD2004-11 077 Other No Comments Notes SEE FLD2004-11 077 Development Revlew Agenda - Thursday, August 4, 2005 - Page 59 Case Number FLD2004-11077 -- 2506 COUNTRYSIDE BLVD Owner(~) ExecutIve Corp Clw Inc 2506 CountrysIde Blvd Clearwater, FI 33763 TELEPHONE No Phone, r AX No Fax, E-MAIL No Emall Applicant Beazer Homes Corp 2630 S Falkenberg Road Rlvclvlew, FI33569 TELEPHONE 813-663-9002, FAX 813-663-9493, E-MAIL No Emall Rcpresentatlve. '1lmothy A Johnson, jr , EsqUIre POBox 1368 Clearwater, Fl 33757-1368 TELEPHONE 727-461-1818, tAX 727-462-0365, E-MAIL t1l111@JPfirm com l..oca lIOn 44 27 acres located at the north west corner 0 f CountrysIde Boulevard and Enterpllse Road and on the east sIde of Belcher Road, approximately 500 feet south of S R 580 >\ tlas Page 221 A Zonmg Dlstnct OS/R, Open SpacelRecreatlOn Dlst Req uest (I) FleXIble Development to pennlt 240 atta<.hed dwellmgs (townhomes) III the proposed Med lUm DensIty ReSldentlal (MDR) Dlstnct w1th an IIlcrea"e to the heIght of a wall adjacent to llldustnal uses f!Om Sl;>,. feet to eIght feet hIgh and a devlUtlon to partmlly ehmmate the landscaped fence or wall reqUIrement to screen parkmg from adjacent streets and propertIes as a Resldentml Intill ProJect, under the provIsIons of Se<.tlon 2-304 G, (2) Prehmmary Plat approval for 240 townhome lots (PL T2004-00017), and (3) VacatIOn ofa utIlity easement Proposed Use Attached dwelhngs NClghborhood Woodgate III NeIghbors AS~Oll a hone s) Cleal\va ter, F I 33763 2360 Hazlewood Lane TELEPHONE No Phone FAX No Fax, E-MA.IL No Emml Neighborhood Woodgate 1& h A.ssoclatlOn(s)' Clearwatel, Fl 33763 2345 Ashmore Dnve fELEPHONE 727-791-0848, FAX No Fax, E-MAIL Jdelotto@tampabay rr com Neighborhood Clearwater NeIghborhoods CoahtlOn AssoclatlOu(s) Ckarwater, n 33761 2544 Fnsco Dnve TELEPHONE 727-725-3345, FAX No Fax, E-MAIL DJw@gte net Presenler Wayne Welts, Planner III Attendees Included Cay Staff 8/4/05 Wells, Thompson, Rlce, RIckard, Albee, 1212/04 Wells, Gerlock, RIce, Colbert Albee, Manana Apph<.ant/Rep 8/4/05 Armstrong, Sears, Mazur, Hull, 1212/04 T Johnson, J Sears, E MazUl, S Gamm, B Jolmson, J Hull, 8/4/05 - Shat" 0 cAl".~~ I {tt..~ I he D RC revlen ed thiS apphca tlOn with the followmg commen ts General Engmeermg' 3:30 pm Development ReVIew Agenda - Thursday, AUgllSI4, 2005 - Page 60 1) Subrrut wmplete apphlatlOn f01 the vacatIOn of the law water lme easement from Well #63 to Belcher Road 2) Other than requIred 90-degree crossmgs, relocate proposed utJht]es outside the dramage easement of Curlew Creek (see Stormwater Comment #2) 3) Provide a utility easement bet\veen Well #63 and Belcllel Road for the potentIal future constructIOn of a raw wate] lme 4) IdentIfy the locatIOn, number and status of all raw water wells on all plans 5) I-low will sohd waste servIce be provided for the proposed club house'J 6) Labd all eXlstll1g, adJommg roads on all plans (I e Sheets 7, 9, 18 - 20, and 25 - 27) 7) Re locate the proposed sal1ltary sewer Ime 111 the rear oflots 7 through 19 \0 wlthm the common al ea 01 ded]ca te a sanllary sewer easement 8) NOTE AddlllOnal comments may be necessJ.ry bJ.sed on the responses to condlllOns All 01 the above to be addressed prior to COB Pnor 10 bUlldmg penmt, the followmg Issues must be re"olved I) The applicant will be responsIble f01 the expense to connect proposed gravIty sewer mam to eXlstmg sanltal y sewer LIft Station #41 2) PlQv]de constructIon notes for all proposed potable wate] and sanltm y sewel mams on the utility plans 3) Label proposed samtary sewer structure # I as a doghouse manhole 4) All FHA's mstalled greater than 10 ft from a water mam ~hall be wnstruc.ted with dUOlle Iron pipe and shall have a ga te va I ve at the tee on the bl anch I me and at the FHA 5) Proposed water tap~ 10 be provided by the Clty All applicable fees to be paId for by apphcant 6) Proposed doghouse manhole shJ.1l hJ.ve J. poured m place 01 p]ecast slab placed beneath the mam pnor to seltmg the barrel sectJon 7) Revlse samtary sewer c1eanout detail to current City Standard General Note ORC review IS a prerequIsite for BUlldmg PermIt ReView, additIOnal comments may be forthcorrung upon subrruttal of a BUlldmg Perrrut ApplicatIOn I<:nvlronmcntal. 1 Due to the wetland Impacts, reduced buffer zones, and decreased total pervIOus area/mcrease 111 stomlwater runoff, the CIty'" envIronmental diVISIOn ]S requlfIng an enhancement of the wetlands to mclude dredgmg a portIon of the creek located on sheet 19 of the plans Pemllb for thlS work must be obtdmed prim to fi]st blllldmg permit 7/11105 Please submit a copy of the SWFWMD applicatIOn permIt pnor to 0 0 and a copy of the SWFWMD permIt pnOl to CIty bUlldmg penmt 2 All exotic, lllvaSlve vegetatIOn must be removed from the pI oJect sIte and adjacent llghts-of-way 7/11/05 Subrrut a letter of agreement to the EnVIronmental dIVISIOn for the removal of the eXlslll1g exotIc vegetatIon from the site and adjacent flght-of-ways pI lor to D 0 3 All wet I etentlOn ponds reqUire a 35% planted httO! al zone ReVIse plJ.ns to mdudt, detailed httOlal cross-sectIOns pflor 10 bUlldlllg pernut 4 Dunng constl UCtlOIl actlvllles, such as dew:ltenng, groundwater testing andJOl NPOES pem11 tt1l1g ]S reqUired as, well as not]ficatlOns to fD EP and Ihe City 0 f CleJ.rwa ter's environmental dlvlslon FIre Where underground wJ.ter maillS and hydrants are to be Illstalled, they shall be m"talled, completed, and 111 service pnor to con~tructlOn as per NFP A 241 Please acknowledge PRJOR TO CDB 2 ***PLEASE NOTE*** REVIEW AND APPROVAL BY THE AUTHORJTY HAVING JURISDICTION SHALL NOT RELEIVE THE APPLICANT OF THE RESPONSIBILITY OF COMPLIANCE WITH THE FLORIDA FIRE PREVENTION CODE 2004 EDITION ThlS DRC ReView by Fire IS not an approval or revIew of any constructIon plans or documents other than Site work Please acknowledge PRIOR TO con 3 It appears that all townhouses are to be 2 story If there are to be any townhouses of 3 or more stones they WIll have to be provided wIth file spnnkler systems Please acknowledge PRJOR 10 CDB Hdrbor IVLlstCI 1 No Issues LCgdl I No Issues Development ReVIew Agenda - Thursday, August 4,2005 - Page 61 Land Resources' The tree removal data IS confhctmg Some trees that appear to need removal are shown to stay and the removal symbols dlffel Remove the central "X" from the tree symbol so the species can be legible RevI~e pnor to CDB 2 The trees ale not shown on sheet #28 Provide pnor to CDB 3 Insur e thai all pi oposed grades do not change 100 drastlclly at trees to be preserved A through review must be compleled al each Iree to be preserved Provide pnor to COB 4 It appears that some trees can be mcorpO! ated mto thl'. TOB of the retentlOn ponds Insure that proposed grades mcorporate the trees crttlcal root zones Also msure that the proposed swales and berms do not Impact the trees cntlcal root zones Revise pnor to CDB 5 Provide a Tree PreservatlOn Plan prepared by a certified arbonst. consultmg arbonst, landscape archtlecl or other spectahst 1Il the field of arborlGUlture ThiS plan must show how the proposed bUlldmgs, parkmg, stormwater and utllmes Impact the cn tical root zones (dnp lmes) of tTee to be preserved and how you propose to address these Impacts Ie, crown elevating root prumng and/O! toot aeralton systems Other data rtqUlred on thiS plan must show the trees canopy Ime, actual tree barncade hmlts (2/3 of the dnp Ime and/or In the root prune hnes If reqUired), and the tree barricade detail And any other pertment mformatlon relating to tree preservation PrOVide prlO! to Budd Penrut 6 Some tl ee canople~ of trees to be pi esel ved are mlssmg from the landscape plan Show all trees to be pi escrved WIth their canopIes on A LL plans pI I 01 to COB Landscaping. 1 Per Section 3-12040 alllandscapmg must be protected from vehicular and pedestrian traffic by the installation of curbmg and wheel stops, or other pI otectlve deVices along the perimeter of any landscapmg which adJoms vehlcular use areas and Sidewalks These protective deVices shall have a nllDlmum height of SIX mches above grade ]) Shtet 34Af35 mdlcates that the "typical type I type curb sectIOn" are shown on the pavmg, gradmg and dramage sheets However, Sheets 18-22 do not mdlcate the Type I curbmg locations 2) ]ndlcate what type of Curblllg IS bemg lllstalled at the clubhouse/cabana/pool amelllty al(,a Indicate the wheel stops on Sheet 8/35 2 Sheets LA3-LA 7 - Add Red Maple, Pond and Bald Cypress to the retentIOn areas 3 Sheets LA3 through LA 7 - It IS difficult to detenmne the start and end of fenCing or walls wlthm the landscape buffer area Labe 1 on each sheet the "end of fence" or t1 end of wall" on each end of such When adjacent/close to an off-Site road nght-of-way (not the mtemal roadways), mdlcate the ~etback from the adjacent off-Site road flght-of-way lllle to the fence (Code only permits a three-foot high fence/wall wlthm the front sctback) 4 Sheet LAS - Show comphance With the six-foot high opaque fence reqUirement to buffer the resldentml structures located opposite the entrance to the Tampa Bay Water property (SectlOn 6 1 39 of the Development Agreement) Show location of the fence 5 Sheet LAS - A six-foot high fence IS mdlCated adpcenl 10 the tndu~tnal plopelty ]s thiS a solid/opaque fence? Fence height wlthlll the first 25 feet flOm the Enterpllse Road nght-of-way lme cannot exceed three feet ReVise 6 Sh(,ets LAS and LA6 - Due to the Impacts mdustnal uses can and do have on adjacent residential uses, and smce It IS the townhomes that arc bemg developed al thlS time adjacent to e \ 1S r Il1g me! UStll3 1 uses, and Sll1C e 11 has ahead y been ldentl fled that at least 0 ne 0 f thl'. mduslt Ia I users neht door produces nOise, and Sll1ce the townhomes 10 be constructed along thiS pOrtlOll of the property are twO-StOl y 111 he 19ht, and s mce the trees a long thiS common boundary are proposed to be removed, lllstead of the six-foot high fence bemg plOpo~ed Staff Will support a request for or reqUIre the constructIOn of an eight-foot high masonry wall along the common property lme with the mdustna I pI opel tle~ to the east 1'h IS wall Will need to be enhanced on thG 10 wnhome S Ide With ~hade trees a IlUllImum 0 f every 35 feel (that Will grow to plOvlde Visual screenmg above the wall and to lessen nOise Impacts) and a contmuouS hedge However, thiS eight-foot high wall Will reqUire a Flex1ble Development apphcallon for attached dwellmgs WI th the mcrease m wall height as part of the request I'arks and Recreation 1 Open SpacelRecreanon Impact fees are due pnor to Issuance ofblllldmg permits or final plat (If appl1lable) whichever occurs first rhese fees could be substantJal and 1t IS recommended that you contact Art Kader at 727 -562-4824 to calculate tht assessment Note Site table needs to be corrected 10 show wetland sq ft and/or acres Deve]opment ReView Agenda - ThUlsday, August 4, 2005 - Page 62 Stormwater 1 Provide off-<;ltc topogl<lphlc mformatlOn up to 50-feel ofT the property Imcs and lllcludlllg the FfE of adJaeull bluldmgs 2 Ahgn proposed dramage tdsement and Curlew Creek to be centered III the easement and extendmg at least from top of bank to lOp of bank (50-foot nummum) 3 Provide ea iL u la tlOns f01 flow ihlOugh cu Ivelts at roadway crossings 4 City has concel n of runoff adversely lmpactmg adjacent properties, especmlly as the leal swales lose shape and subjected to modificatIOn Apphe-ant must provIde assurance Consider larger berms and the incorporatIOn of addillOnal ditch bottom lllletS Some areas of concern are page 2\ east boundary provide 50' of topo, page 18, west boundary are 12" ADS yard drainS suffiCient f01 flow, where do they flow 10'1 5 fabk of Contenls does not match 01 amage CalculatIOns 6 No wntten narrative 1Il calculatIOns 7 Add Pre and Post-development Basm-Node-Lmk Schemalll, plovlde a pluollal representatIOn of mode I 8 Oescnbe and show (tables, charts, etc ) no net 1I1crease 111 flow and no Impacts upstream or downstream 9 There IS no dlScusslon, methodology or calculations related to water quality 10 There IS no diSCUSSIOn, methodology or calculatIOns related to wetland Impacts 11 Show constructIon of berm on CountrysIde Blvd In plan view 12 Show pipe along CountrysIde Blvd from Enterpnse toward SW to headwall 13 Demonstrate capacity m pIpe along CountrySIde Boulevard, mcrease pIpe If thiS fails capaCIty All of the above pnor to COB Solid Waste. I [hat sohd waste & recyclmg servIce be allanged wllh the Sohd Waste Department pnor to the Issuance of an occupational hcense or certificate of occupancy Please contact Tom Glenn - 727-562-4930 I ralfic Engmeermg' I I PrOVIde pedestnan crosswalks with access I b I e I amps at a 11m tersec tlOns that ha \Ie Sldt walks 2 Show 20' '\ 20' Sight dl~tance tlwngles at all roadway mtel sectIOns per (CIty of Clearwat(r's Land Development Code) Objects wlthm the SIght dIstance tnangles must not exceed 30" m height fJ om the pavement 3 r or dll\leways show a tYPKal detail of 20' x 20' Sight vlslbllty tnangles With a general not<. statmg "Objects wlthm the SIght distance tlwngles must not exceed 30" m height from the pavement" 4 All dnveways must have a mlmmum length of 20' from face of garage to the back edge of Sidewalk 5 Add stop bar to all stop sIgns 6 Add to General Note "All traffic signs and markmgs must confonn WIth the current Manual on UllIform Traffic Control DevIces" 7 Show typIcal palkmg space dimenSIOn for the club house complymg With current City standards 8 ProVide crosswalks on Sienna and Trebblano Roads to proVide access to club house 9 ProVIde plans for channehzed fight turn lane to prevent northbound to westbound movements at the S R 580fEnterpnse Road mtersectloll (Development Agreement SectlOn 6 ] 3 5) All of the above to be addressed pnor 10 CDB ** Pllor to the Issuance ofbUlldmg perll1lts prOVIde necessary nght-ot-way pemllts from Pmellas County and/or FDOT, If there are any Improvements or work done on County or State Ilghts-of-way **Traffic Impact Fees to be detern11l1ed and paId pnor to CO Plannmg Development ReView Agenda - Thursday, August 4, 2005 - Page 63 7/27/05 & 11/21/0't - WW Provide reduced site plans, landscape plans and bUlldmg elevatlOns (8 5" x 11 "), color rendered at leas! for the front e levatlOn, with resubmlssJOn package for CD B (15 copies) 2 7/27/05 - WW As part of the Site Plan package of Sheets 1-35 of 35, proVIde a typIcal bUlldmg layout of the two bUlldmg types (VenetIan Bay and Bloommgdale), the same as has been done under the Landscape Plan typlcals on Sheets LA-l and LA-2, provldmg the width of the dnveways (slllgle- wide dnd daub Ie-side), the dlmens lOns of units, pi OV Idlllg the squal e footage of the umt types, the locatlOn and dimensions of any stoops and patIOs m the front or rear of the umts, llldlcatmg whether any of these SlOOpS OJ patlOs wlll be covered (or have the optlOns of bemg covel ed by the umt purc haser), show1l1g umt sIdewalks, indica tmg the 10catlOn, type and he Igh t 0 f any Ul1lt fenc 1I1g along Ull! t propel ry Imes. llld IC a tlllg whether there are any accesso ry uses allowable for umts (such as sheds. pools, spas, SCI een lOoms, etc - lllcludmg where (setbacks) from umt lot lmes such may be placed, showmg all \Oof overhangs by dashed hnes (WIth dimenSions of length/width of overhdng), showmg all second Ooor balcomes (If any), etc 11121/04 - 'WW Stoops and patlOs at the rcar 0 f ulllls are structures by the Code and must meet setback reqUlrements Show all stoops and pallOS on all appropnale plans, mcludll1g the dlmenslOn to the eXlstmg, outSide property 11l1es I f any patIOs are to be covel ed, mdlca te such 3 7/27/05 & 11/21/04 - WW Address slgnage for developmem, by show1l1g the 10eatlOn of frcestandmg slgn(s), the setbacks flom property hnes, the re la tlOnshlp to sight VISI blli t y mangles and the re latlOnshlp to landscapmg ProVide a tYPical (general) front elevatIOn with dllnenslOns (width, length and height) and proposed sign colors Note The Comprehensive Sign Program IS not avallable for reSldenlial projects Need to meet general code reqUIrements 4 7/27/05 & 11121104 - WW Sheets LA3 through LA 7 - Indicate the width (dimenSIOn) ofproposed penmeter buffers along all property Imes 5 7/27/05 & 11121/04 - WW Sheet I of 35 - Include m Land U"e Dala table a "Proposed" "Pdved Vehlculal Areas" - Parkmg lot for clubhouse must be mcluded OJ more c1eady Identlfied/sepal ated out as pall of thIS calculallOn b "Proposc'd" "lnlenor Landscape Area" - PI ov Ide for parkmg lot 0 f clubhouse parkmg lot (I f less than 4,000 square feet of paved vehicular use al ea none IS reqUlred, If 4,000 square feet or greatel, 10% of vehlcular use area reqUlred) c "Use" under "Cntena (nunlmax)" - Change "FleXible Standard (Levell)" to "FleXible Developmelll (Level 2)" 6 7/27/05 & 11121/04 - ww Sheet 1 of35 - Under General Notes #8 It IS mdlcated that mdlvldllal unn pick-up IS to be proVIded for sohd waste collectIOn Expand thiS statement as 10 where the black ban els Will be stored (mslde the Ulllt garages'}) and address solid waste collectIOn for the clubhouse/cabana rfa dumpster IS to be proVIded, show the lo(atlon, ~etbacks and details of enclosure If black barre I( s) 10 be II tlltzed, mdlca te the locatlOn of where It/lhey wlll be StOl ed (wIth I eqUlrcd screenmg) 7 7/27/05 & ] 1/21/04 - WW ProVide, as part of Sl te plan set, one sheet that shows the entll e proposed development, so that the entlle development can be Viewed 111 ItS entirety from an overview standpomt Also proVide a reduced (8 5 "X 11 ") vers lOn for presentatIon purposes as part of resubmllta I package 8 7/27/05 & 11121/04 - WW Pcr SectIOn 3-1908 A, the City may reqUire the undergroundmg of eXistmg above ground Uti h ty facllItles III the pubhc rights-of-way Due to the frontage of this proJcct along Countryside Boulevard and Enterpnse Road, underground these faGlhlieS 9 Sheet 22/35 - Therc are two SeUlOns E-E mdlcated on the drawmg The ea"tcm E-E IS near the llght hand malch lme and would not be the "ame cross seCl10n as depicted 1I1 SeWan E-E at the bottom of the page ReVise ] 0 Sheet 10/35 (cIVIl plans) - Lot Ime between U DJ ts 189 and 190 needs to be reVised so that the dnveway for Umt 189 does not cro"s over onto the lot for Unit 190, or revise the dnveway for Umt 189 to not cross the lot 11l1e 11 Need to submJt a complcte apphutlOn for the vacal10n of the water lme casement 10 the Engmeellng DepJ.rtmtnt pnor to scheduhng thiS lequest fOI COB 12 Sheet 18/35 - Show the landscape buffer on SectIOn B-B (hke SectIOn A-A) Development ReView Agenda - Thursday, August 4, 2005 - Page 64 \J Sheel 22/35 - Indicate the landscape buffel on SectlOns G-G and H-H thke SectlOll A-A on Sheet 18/35) 14 Sheet 19/35 - ]s there any way the budding contallllIlg Units 57-62 be shifted to ehmlllate the dropoff III the northwest comer of Vmt 62, so that Umt 62 could have a Oat pnvate rear yard for fencmg, etc "I 15 Sheet 20/35 - ls thele any way the real lot ]lnes for Umts 93-96 be reduced to ehmlllate the dropoff m the rear due to the Channel A, so that these umts could have a Oat pnvate rear yard for fencmg, etc 'I 16 Sheets 12 -16/3 5 - Prel1mmary Plat - provIde the lot aI ea fot each lot (either m tabular fOl1l1 or on each lot) 17 Sheets 7 -11/35 - Provl de dllnens lOns from the front property] me to the closest bmldlllg facade for each bUlldmg and dimenSIOns from the outsIde golf course boundary hnes to the closest bUl]dlng facade for each bUl]dmg 18 Provide the proposed square footage for the clubhouse/cabana on Sheet 8/35 ] 9 Prov Ide all fOUl e leva tlOns for both bUilding types (V cnc\lan Bay and B loommgdale, both colored e leva tlOns resu bnu tted recentl y aJ e indicated as "V enehan" even though one IS a "Bloonungdale"), lllcludlllg proposed extenor matenals and color (at least the front clevatlon must be rendered to indicate the plOposed colms, other sldcs must at ]ea,-t mdICate the color by name) PlOvlde the proposed he]ghtto the mldpomt of the hIghest pltched roof 20 Sheet 8/35 - D1ll1enslon the Width and length of pa] kmg spaces, tht dflve 31s]e wIdth, the dnveway wIdths, the WIdth of the ternunal and mtenor landscape Is]ands for the clubhouse/cabana area Also proVide the setback from the property lines of CountrysIde Boulevard and Enterpnse Road to the cabana and the pool deck Uncleal why the ends of the parkmg spaces are w]thm the lIlgre"s/egress easement of Sienna Road (explam or pull back to the edge of the easement ]me) What type ot tencmg ]s proposed around the pool? 21 Sheet 8/35 - Uncleal why SIdewalks are not being provIded 1) on the north Side of rlebblano Road betwt(.n Sienna Road and Ma]vasla Road From a pedestnan safety standpomt, someone wa]kmg or ndlllg a bike to the clubhouse/cabana/pool IS belllg forced to cross Trebblano Road at Sienna Road 10 access the amemty, 2) on the tast SIde ofTrebblano Road between CountrysIde Blvd and SIenna Road, 3) on the south sldt ofCorvma Road between Enterpnse Road and Ma]vas]a Road, 22 Sheet 9/35 - Unclear why a Sidewalk IS not bemg provIded on the north/east Side ofCorvma Road between Umts 100 and 110 ReVise 23 With the changes III the proposal 10 mcorporate the restaurant area mto the development and to lllcrease the setback (to pavement) adjacent to Belcher Road, the proposal has changed the nahire of the request under the Resldentlallnfill Project FLD apphcahon, pnmanly due to the nonscleenmg of off-stl eet poll kll1g from adjacent streets and plOpertltS by a Jour-foot high landscaped wall 01 fcnce (FLO Clllena for attached dwcllmgs, however, also due to Staffs deslrc to have an eIght-foot hIgh masonry wall adJ3centto the mdustnal propettles to Ihe edst - see Landscape comments) The apphcat]on w]ll need to eIther proVIde the reqUIred landscaped fence or wall for baSIcally the penmeter of the property or request a devtallon to part]dlly ehmmate the landscaped fence or wall reqUirement to screen parklllg from adjacent streets and propertIes, mcludmg thc complete JU"tlliC3ttol1 for such deViatIon Other. No Comments Notes' To be placed on the 9120/05 COB agenda, submIt 15 collated caples of the reVised plans & apphcat]on matenal addressmg all above departments' comments by noon 8/11/05 Packets shall be collated folded and stapled as applOpnate Development ReView Agenda - Thursday, August 4, 2005 - Page 65 Wells, Wayne From Sent To Subject Clayton, Gina Monday, July 25, 2005 9 35 AM Wells, Wayne RE Status of requests DCA IS reviewing both and the CPA will hear the LUZ on Aug 2nd If the CPA and DCA approves, we will then schedule for 2nd reading at City CounCil -- ---Ong In a I Messa 9 e ----- From Wells, Wayne Sent: Sunday, July 24, 2005 6 43 PM To Clayton, Gina Subject Status of requests Gina - What IS the status of LUZ2004-0800S and DVA2004-00004 related to 2506 Countryside Blvd? Need to know In relation to FLD2004-11 077 Thanks Wayne 1 Applicant ExecutIve Corp Clw Ine 2506 Countryslde Blvd Clearwater, Fl 33763 TELEPHONE No Phone, FAX No Fax, E-MAIL No Emad Beazer Homes Corp A Tennessee Corp 2630 S Falkenberg Road Rlvervlew, FI 33569 TELEPHONE 813-663-9002, FAX No Fax, E-MAIL No Emm] j)ra ~ I. +. of ~ ~+c 3:30 pm Case Number PL T2004-00017 -- 2506 COUNTRYSIDE BLVD 0" ner(s): LocatLOn 442 ACRES LOCATED A'l1HE NORTHWEST CORNER OF COUNTRYSIDE BOULEVARD AND ENTERPRlSE ROAD AND ON THE EAST SIDE OF BELCHER ROAD, APPROXIMATELY 500 FEEr SOUTH OF S R 580 Atlas Page 22 I A Zonmg Dlstnct OSIR, Open SpaceiRecreatlOn DISt Reque~t Prellmmary Plat for a 240-10t, townhome resldcnlla] subdivIsIOn Proposed Use Attached dwellings Neighborhood Woodgate I & II Assoclahon(s). Clcarwatel, Fl33763 2345 Ashmore Dnve TELEPHONE 727-791-0848, FAX No Fax, E-MAIL Jdelotto@tampabay IT com Neighbor hood W oodgate In Neighbors AssocmtJon( s): Clearwater, FI 33763 2360 Hazlewood Lane TELEPHONE No Phone, FAX No Fax, E-MAIL No Emml Neighborhood Clearwater NelghbOlhoods Coahtlon AssonallOn(s). Clearwater, Fl 33761 2544 Fnsco Dnve TELEPHONE 727-725-3345, FAX No Fax, E-MAIL DJw@gte net Presenter Wayne Wells, Planner J JJ Attendees Included CITY STAFF 8/4/05 WELLS, THOMPSON, RICE, BLACKBURi'i, ALBEE, 12/2/04 WAYNE WELLS, CHIP GERLOCK, SCOTl RlCE, JOE COLBERT, RlCK ALBEE APPUCANTIREP 814105 TIM JOHNSON, JAYNE SEARS, 12/2104 ED ARMSTRONG, JAYNE SEARS, ED MAZUR The DRC reviewed tillS applicatIOn with the foIlowmg comments: General Engmeermg' I The folIowmg to be addlessed on the final pJat I) Need a letter from the postmaster approvmg the proposed pnvate street names pnor to final plat submmal 2) Sidewalk easements wlll be requlIed fOI all proposed sldewaJk segments that meander out of the proposed mgre%/egress easement 3) Pnvate dramage easements reqUired for all stann mam:. outSIde the lllgl ess/egress easement 4) Grant an additIOnal easement for the eXlstmg 6" force roam If force roam meanders outs1de the eXlstmg 10 n dramage and utIhty easement 5) Provide utility easement(s) for samtary sewers or water hnes not III common area or mgress/egress easement Fmal plat to be recorded with Pmellas County pnor to bUlldmg pemut EnVironmental. See comments under FLD2004-1 J 077 Fire I See commenb undel fLD2004-11077 Harbor Master: No Comments Legal~ I See comments under FLD2004-11 077 Land Resources See comments under FLD2004-11 077 Development Re\ lev. AgendJ - fhursday, August 4, 2005 - Pag~ 52 Lmdscapmg' I See comments under FLD2004-1 1077 Parks and RelfcatJon Open Space/RecreatlOn Impact fees are due pnor to final plat These fees could be substantial and It IS recommended that you contact Deb RIchter at 72 7 - 562-4817 to calculate the asse~sment Stormwater I See comments under FLD2004- I 1077 Solid Waste 1 See comments undel FLD2004-11 077 1 raffie Engllleermg. 1 Appl1cantlO address conunents of FLD2004-11 077 PlanUlng: 1 See condItlons under FLD2004- I 1077 Other. No Comments Notes SEE FLD2004-11077 , Development Review Agenda - Thursday, August 4, 2005 - Page 53 Case Number FLD2004-1101/ n 2506 COUNTRYSIDE BLVD Owncr(s). ExecutIve Corp Clw Inc 2506 Countryside Blvd Clearwater, Fl33763 TELEPHONE No Phone, FAX No Fax, E-MAIL No Emall Applicant Beazer Homes Corp 2630 S Falkenberg Road Rlvcrvlew Fl 33569 1 ELEPHONE 813-663-9002, FAX 813-663-9493 E-MAIL No Emml RepresentJtlve. Timothy A Johnson Jr, EsqUlre POBox 1368 Clearwaler, F! 33757 - 1368 TELEPHONE 727~461-1818, FAX 727-462-0365, E-MAIL limj@JPfirmcom LocatIOn 4427 acres located at the northwest lOmer ofCountrys!de Boulevard and Enterpnse Road and on the east SIde of Belcher Road, approxllnately 500 feet soulh of S R 580 Atlas Page 221 A Zonmg Dlstnct OSIR, Open Space/RecreatIOn Dlst Request (1) FleXible Developmenllo pUITI1l240 attached dwellings (townhomes) mthe ploposed MedIum DenSIty Resldentml (MDR) Dlstncl WIth an Increase to the height of a wall adjacent to Illdustnal uses from SIX feet to eIght feet high and a devmtlOll to partially ehmmate the landscaped fence or wall reqUIrement to screen parkmg from adjacent streets and propemes, as a Resldentlallnfill Project, under the provlslOns of SectlOn 2-304 G, (2) Prehmlllary Pial approval for 240 townhome lots (PL T2004-000 17) and (3) VacatlOn ofa utlllty easement Proposed Use Attached dwellmgs NClghborhood Woodgate In NeIghbors AssoclatlOn(s) Clearwaler, FI 33763 2360 Hazlewood Lane TELEPHONE No Phone, FAX No Fax, E-MAIL No Ema!1 Neighborhood Woodgale I & It AssoclatlOn(s) Clearwater, Fl 33763 2345 Ashmore Dnve TELEPHONE 727-791-0848, FAX No Fax, E-MAIL jdelotto@tampabay IT com Neighborhood Clearwater Neighborhoods CoalitIon AssoclatlOn(s). Clearwater, Fl 33761 2544 Fnsco Dnve TELEPHONE 727-725-3345, FAX No Fax, E-MAIL Djw@gte net Presenter Wayne Wells, Planner III Attend ees In c Iud ed CIty Sta ff 8/4/05 Wells. rhompson, Rice, Blackburn, Albee, I 2/2/04 Wells, Gerlock, Rice, Colbert, Albee, Manana Apphcant/Rep 8/4/05 Johnson, Sears, Mazur, , ] 212/04 T!m Johnson, Jayne Sears, Ed Mazur, Steve Gamrn, Bill Jolmson, Judy Hull The DRe revlc""cd thiS apphcatlOn With the follOWing ,,-omments' Gencr,l] Engineering 3:30 pm Development ReView Agenda - Thursday, Augnst 4, 2005 - Page 54 ] ) Subrru t complete apphca lion for the vat a t]on of the raw water line easement from Well #63 to Belcher Road 2) Other than reqUIred 90-degree crossings relocate proposed ut]!Jt]es outsIde the drainage easement of Curlew Creek (see Stormwater Conunent #2) 3) ProvIde a utIhty easement between Well #63 and Belcher Road for the potential future canst! lICtlOl1 of a law watel lme 4) ldenufy the locat]on, number and status of all raw water wells on all plans 5) How w]ll solid waste servIce be provided for the proposed club house) 6) Label all eXlstmg, adJolmng roads on all plans (1 e Sheets 7, 9, 18 - 20, and 25 - 27) 7) Relocate the plOposed samtal y sewel lllle 111 the lear of lots 7 through 19 to wllhll1 the common area or dedllate a samtary sewel easement 8) NOTE Add]tlOnal comments may be necessary based on the lesponses to condltlOns All of the above to be addressed pnor to COB Pnor to bUlldmg permIt, the followmg Issues must be resolved I) The applicant Will be responsible for the expense to connect proposed gravIty sewer main to eXlstmg sanll31 y sewer L1ft Slallon n41 2) Provide constructlOn notes for all proposed potable water and sallltary sewer mams on the UII!! ty plans 3) La be I proposed sanllary se wer structure 11 I as a doghouse manho Ie 4) A II FHA's mstalled greater than 10 ft from a water mam shall be constructed with ductile Iron pIpe and shall have a gate valve at the tee on the branch lme and at the FHA 5) Proposed water taps to be provided by the City All applicable fees to be paid for by apphcant 6) Proposed doghouse manhole shall have a poured III place or precast slab placed beneath the mam pnor to settmg the barrel sectlOn 7) ReVise sanllary sewer cleanou t detml to CUll ent Cl ty Standard General Note DRC review IS a prereqUls]te for BUlldmg Pemut ReVIew, addmonal comments may be forthcommg upon submittal of a BUl1dmg Pemllt Apphcatlon EnViron mental 1 Due to the wetland Impacts, reduced buffel zones, and decreased total pervlOUS areahnGrease 1I1 stOlll1water runoff, the Cny's en vuonmenta 1 d] Vls]on IS requmng an enhancement of the wetlands to mclude dredgmg a portIOn of the creek located on sheet 19 of the plans Pemu ts for thiS work must be obtall1ed pnor to first bUlldmg penmt 7111105 Please submit a copy of the SWFWMO apphcatlOn perrrut pnor to D 0 and a copy of the SWFWMD penmt pnor to City bUlldll1g perrrut 2 All exotic, Il1VaS1Ve vegetation must be I emoved from the p] OJeu ~Jte and adJdtent nghts-of-way 7111105 Subrrut a letter of agreement to the EnVironmental d]v]SlOn for the removal of the ex]stmg exotic vegetatlOn flam the sIte and adpcent rlght-of-ways pnor to DO 3 All wet retention ponds reqUlJe a 35% planted htlOral zone ReVise plans to mclude detaded littoral cross-sectlOns prior to bUlldmg perrrut 4 Dunng GonstruUlon aUlvllles, such as dewatering, groundwater testmg and/or NPDES permlttmg IS reqUlred as well as nonficatlOns to FOEP and the City of Clearwater's enV]ronn1elllal dlvlSlOn fire: Where underground water mams and hydrants are to be mstalled, they shall be Il1stalled, completed and 111 service pllor to constructlOn as per NFP A 241 Pkase aGknowledge PRJOR ro COB 2 ***PLEASE NOTE*** REVIEW AND APPROVAL BY THE AUTHORJTY HAVING JURJSDICTION SHALL NOT RELEIVE THE APPLICANT OF THE RESPONSIB[LlTY OF COMPLIANCE WITH THE FLORJDA FIRE PRCVENTION CODE 2004 EDITION ThiS DRC ReView by Fire IS not an approval or reviewal' any construction plans 01 documents other than site work Please acknowledge PRJOR TO CDB 3 It appears that J.1l townhouses are to be 2 story If there are to be any townhouses of 3 or more stones they WIll have to be provided WIth fire spnnkler systems Please acknowledge PRIOR,TO COB Harbor Master. I No Issues Legal I No Issues Dtvdopment Rev]ew Agenda - Thursday, August 4,2005 - Page 55 Land Resources: I The tree removal data IS confhctmg Some trees that appear to need removal are shown to stay and the removal symbols differ Remove the central "X" from the tree symbol so the species can be legIble RevISe. pnor to CDS 2 The trees are not shown on sheet #28 Provide pnor to CDS 3 Insure that all proposed grades do not change too drastlclly at trees to be preserved A through review must be completed at each tree to be preserved ProvIde pnor to CDS 4 It appears that some trees can be Incorporated mto the TOB of the retention ponds Insure that proposed grades mcorporate the trees cntlcal root zones Also Insure that the proposed swales and berms do not Impact the trees crilIcallOot zones ReVise pi lor to CDS 5 ProvIde a Tree PreservatIon Plan prepared by a certIfied arbonst, consultmg arbonst, landscape alchltect or other speclahst m the field of arbonculrure This plan must show how the proposed bUildings, parkmg, stonnwater and utIlitIes Impact the cnttcal root zones (dnp lines) of tree to be preserved and how you propose to address these lmpacts Ie, crown elevatmg, root prunmg andJor root aeratIOn systems Other data requued on this plan must show the trees canopy line, actual tree barncade limits (2/3 of the dnp Ime andJor III the rOOl prune hnt,s Ifrequutd), and the tree barncade detail And any other pertmenl InformatiOn relatmg to tree preservatiOn ProVide pnor to Build Pen11lt 6 Some tl ee canopIes 0 f tl ees to be presel ved are ml ssmg from the landscape plan Show all trees to be preserved wIth their canopIes on ALL plans pnor to CDS Landscapmg 1 Per SectIOn 3-1204 D alllandscapmg must be protected from vehicular and pedestnan traffic by the m<;tallatlon of curbing and wheel ~tops, or other proteclive devlces along the penmeter of any landscapmg which adjoms vehIcular use areas and Sidewalks These protective deVices shall have a nnmmum heIght of Sl'\ Il1ches above grade I) Sheet 34A135 IIldlcates thaI the "typIcal type I type curb seOlon" are shown on the pavll1g, gradmg and draInage sheets However, Sheets 18-22 do not IIldlcate the Type I curbmg locatIOns 2) Indicate what type of curbmg IS bemg mstalled at the clubhouse/cabana/pool amenity area IndIcate the wheel stops on Sheet 8/35 2 Sheets LA3-LA 7 - Add Red Maple, Pond and Bald Cypress to the retentIOn areas 3 Sheets LA3 through LA 7 - It I;' dIfficult to detemllne the start and end of fencmg or walls wlthm the landscape buffer area Label on each sheet the "end offence" or "end of wall " on each end of such When adjacent/close to an off-SIte road flght-of-way (not the mtemal roadways), Il1dlcate the setback from the adjacent off-Site road nght-of-way hne 10 the fence (Code only permIts a three-foot high fence/wall wlthm the front setback) 4 Sheet LA5 - Show wmphanlc wilh the SIx-foot high opaque fence reqlllrement to buffeI the reSidential structures located opposite the entrance to the Tampa Bay Water property (Section 6 ] 39 of the Development Agreement) Show location of the knee 5 Sheet LA5 - A sl'\-foot high fence IS mdlcated adjacent to the mdustI lal ploperty Is thiS a soltd/opaque fence') Fence heIght wlthm the first 25 feet from the Enterpnse Road nght-of-way Ime cannot ell.ceed three feet ReVise 6 Sheets LA5 and LA6 - Due to the Impacls il1dustrlal uses can and do have on adjacent residential uses, and smce It IS the townhomes that are bemg developed at thiS time adjacent to eXlstmg mdustna 1 uses, and Sil1ce It has air ead y been IdentIfied that a t I east one 0 f the mdustrlal users ne'<t door plOduces nOISC, and smcc the townhomes to be constructed along thIS portIOn of the plOperty are two-story il1 heIght, and since the trees along tlus common boundary are plOposed to be removed, Il1stead of the Six-foot high fence bemg proposed Staff wlll support a request for or reqUIre the construction of an eight-foot high masonry wall along the Common property 11l1e With the mdustrldl propertles to the east ThiS wall WIll need to be enhanced on the IOwnhome Side With shade trees a JruIllmum of every 35 feet (thaI WIll grow to prOVide Visual screenmg above the wall and to lessen nOlse Impacts) and a contll1UOUS hedge However, thIS eight-foot hIgh wall Will reqUIre a FleXible Development apphcallon for attached dwellmgs With the mcrease 111 wall height as part of the lequest Parks and Recreation' Open Space/RecreatIon Impact fees are due prIor to ISSUdnce ofbUlldmg permllS or final plat (If apphcable) wluchevel occurs first These fees could be ~ub"tanlIal and It IS recommended that you contact Art Kader at 727-562-4824 to calculate the assessment NOle Sltt table needs to be corrected to show wetland sq ft and/or acres Development ReView Agenda - Thursday, August 4, 2005 - Page 56 Slorrnwaler I Provide off-sIte topographic mformatlOn up to 50-feet off the property hnes and mcludmg the FFE of adjacent bUlldmgs 2 Ahgn proposed dramagc easement and CUllew Creek to be centeled III the easement and extendmg at least trom top of bank 10 top of bank (50-foot mlll1mum) 3 Plovldc cdlculatlOJ1S fOl flow through culverts al roadway (,ro~smgs 4 Cl Iy has concern of runoff adversely Impaclll1g adJ acent properties, espec lall y as the rear swales lose shape and subjected to mod1f'icatlOil Apphcant must proVIde assurance ConSider larger berms and the mcorporatlon of addltlOna1 ditch bOTtom mlets Some area" of concern are page 2 I east boundalY proVide 50' oftopo, page 18, west boundary are 12" ADS Yald drams sufficIent for flow where do they flow to" 5 Table of Contents does not match Dramage Calculations 6 No wntten narratIve m calculations 7 Add Pre and Post-development Basm-Node-Lmk SchematlC, proVide a plctonal representa tlon of mode I 8 Descnbe and show (tables, charts etc) no net Increase m flow and no Impacts upstTeam or downstl eam 9 There IS no diScussIon, methodology or calculations related to water quality 10 There IS no dISCUSSIOn, methodology or calculatIOns related to wetland Impacts 11 Show constructIOn of berm on CountTyslde Blvd m plan view 12 Show pipe along Countryside Blvd from Enterpnse toward SW to headwall 13 Demonstrate capacity m pipe along CountrysIde Boulevard, mcrease pIpe If thiS falls capacIty All of the above pnOl to CDB Sulld Waste I That ~olld WdStc & recycllllg sel vIce be arranged WIth the SolId Waste Departmelll pI lOr to the Issuance of an occupauonall1cense or certificate of occupancy Please contact Tom Glenn - 727 -562-4930 Traffic Engmeerlng: I I Provide pedestnan crosswalks With accessible ramps at allmtersectlons that have SIdewalks 2 Show 20' x 20' Sight dIstance tnangles at all roadway intersectIOns per (City of Clearwater's Land Development Code) Objects wlthlll the SIght distance mangles must not exceed 30" 111 height from the pa vemenl 3 For dnveways show a typICal detaIl of 20' x 20' Sight VISlbllty tnangles wllh a general note stalll1g "ObJ(cts wnhlll th( Sight dlstdnte tnangles must not exceed 30" III ht Ight flOm the pavement" 4 All dnveways must have a lll1111mUm length of 20' from face of garage to the back edge of Sidewalk 5 Add stop bar to all stop sIgns 6 Add to General Note "All traffic signs and markll1gs must conform With the current Manual on Umform Traffic Control Devices" 7 Show typical Pdrkmg space dImenSIOn for the club house complYlllg With current City standards 8 Provide crosswalks on SIenna and Trebb13no Roads to provide access to club house 9 PlOvlde acceleratlOn and deceleratIOn lanes for CountrysIde BlvdfNebblolo Road 10 PrOVIde detelerdtlOn lane for Belche.r Road/Corvllla Road 11 PlOvlde plans for channelized nght tUln lane to prevent northbound to westbound mov em~nts d t the S R 5 SO/[nlcl pnsc Road IlltCI settlOll (Dt. vclopment Agreement SCUlon 6 1 :) 5) All of the above to be addre~sed pnor to COB ** Pnor to the Issuance ofbUlldll1g pemlllS provide necessary nght-of-way pernuts from Plllellas County and/or FOOT, If there are any Improvements or work done on County or State nghts-of-way **Traffic Impact Fees to be detenruned and paid pnor to C 0 PI,lllill ng Development ReView Agenda - Thursday, August 4,2005 - Page 57 7/27/05 & 1 ]121/04 - WW Provide reduced site plans, landscape plans and bUlldll1g e]evatlons (8 5" x 11 "), color rendered at least for the front elevation, wIth resubmlsslon package for COB (15 copIes) 2 7/27/05 - WW As part of the SIte Plan package of Sheets] -35 of 35, provide a typlca] bUlldll1g layout of the two bUlldmg types (Venenan Bay and Bloomlllgdale), the same as has been done under the Land5cape Plan typlcals on Sheels LA-l and LA-2, pi oVldlllg the WIdth of the dnveways (~Illglc-wjdc and double-sldc) thc dlln(.ll~lons ofunll~, plovldmg the squale footage of the unn types, the locatIOn and d]menSlOns of any stoops and patlOS m the front or rear of the UIlltS, mdlCatmg whether any of these stoops 01 patIOs wIil be covered (or have the optIOn" of bemg covered by the umt purchaser), showll1g llmt Sidewalks ll1dlcatmg the 10cal1on, type and height of any umt fencll1g along llmt property lmes, ll1dlcatmg whether there are any accessory llses allowable for UnIts (such as sheds, pools, spas, screen rooms, etc - mcludmg where (setbacks) flOm unit lot lines such may be placed, showmg all roof overhangs by dashed lmes (with d]menslons oflength/w]dth of overhang), showmg all second floor balcomes (]f any), etc 11/21104 - WW Stoops and patIos at the rear of umts are structures by the Code and mu~t meet ~etback I eqUlrements Show all stoops and patIOs on all appropriate plans, mcl udmg the dImenSIOn to the eXlstmg, outSide property lines If any patios are to be covered, md]cate such 3 7/27/05 & 1]121/04 - WW Address s]gnage for development, by showll1g the locatIOn of freestandmg slgn(s), the setbacks from property hnes, the relatlOnshlp to sight VISibIlity triangles and the relatlOnshtp to landscapmg PrOVIde a typical (general) front elevatJon WIth dimenSions (WIdth length and hetght) and proposed sIgn colors Note The Comprehensive Sign Program 1S not available for residentIal projects Need to meet general code reqUirements 4 7/27/05 & 11/21/04 - W'vV Sheets LA3 through LA 7 - Ind]cate the Width (dllnenslOn) of proposed ptrImeler buffers along all property lmes 5 7/27/05 & 11/21/04 - WW Sheet 1 of 35 - Include m Land Use Data table a "PlOposcd" "Pavcd Vehllular Areas" - Parkmg lot fOl clubhouse must be Illcluded or more clearly ldent]fied/separated out as part of thIS calculatIOn b "Proposcd" "Intenor Landscape Area" - ProVIde fot parkmg lot of clubhouse parkll1g lot (li less than 4,000 square feet of paved vehicular use area, none IS reqUired. lf 4,000 square feet or greater, 10% of vehlc ular use area reqUIred) c "Use" under "Crnena (ffiln!max)" - Change "FleXIble Standard (Level I)" to "FleXible Development (Level 2)" 6 7/27/05 & \ 1121/04 - W\V Sheet I of 35 - Unde] General Not(,~ #8 II ]S Il1dlcated that mdlVldual umt pick-up IS to be prOVided for solId waste collectIOn Expand thIS statement as to where the black barrels wIiI be storcd (m~]de the Ulllt garages?) and address solid waste collectIOn for the clubhouse/cabana If a dumpstet ]S to be prOVIded, show the locatIOn, setbacks and deta]ls of enclosure If black barrel(s) to be ulIhzed, md]cate the locatIOn of where It/they Will be stored (with reqUIred screenmg) 7 7/27/05 & 11/21/04 - WW PrOVide, as pal t of sIte plan set, onc sheet that shows the enUre proposed development, so that the entire development can be Viewed m Its entirety from an overvtew standp01l1t Also provide a reduGed (8 5" x 11 ") vers IOn for presentatton purposes as part of resubml Ital package 8 7/27/05 & 11/2\104 - WW Per SectIon 3-1908 A, the City may reqUIre the undergroundmg of eXlstmg above ground ulJlity faClhtJes 111 the pubhc rights-of-way Due to the frontage of thiS prOject along Countryside Boulevard and Enterprise Road, underground these facllllles 9 SheGt 22/35 - There are two SectIOns E-E Il1d]cated on the drawmg 1 he eastell1 E-E IS near the nght hand match Ime and would not be the same cross sectlon as dep]cted 111 Secnon E-E allhe bottom of the page ReVise I 0 Sheet 10/35 (c IV II plans) - Lot Ime between U IlltS ] 89 and 190 needs to be revIsed so that the d] I vewa y for U Illt 189 does not eross over onto the lot for U III t 190, or revise the dnveway for U mt 189 to not cross the lot lme I \ Need 10 SLlbmll a complete applicaTion tor the vacatIOn of the ,vater hne easement to the Engmeellllg Department prior to schedullllg this requ(.st for COB 12 Sheet 18/35 - Show the landscape buffer on Section B-B (llke SectlOn A-A) Development ReVIew Agenda - Thursday, August 4, 2005 - Page 58 13 Sheet 22/35 - Indlcate the landscape buffer on SectlOns G-G and H-h tlike SeclIon A-A on Sheet 18/35) 14 Sheet 19/35 - Is there any wa y the bUl]dmg contammg U mts 57-62 be shifted to elImmate the dropoffm the northwest corner ofUmt 62, so that Umt 62 could have a flat pnvate rear yard for fencmg, etc 'I 15 Sheet 20/35 - Is there any way the rear lot hnes for Umts 93-96 be reduced to ehouoate the dropoff 10 the rear due to the Channel A so that these UOlIS (QuId have a flat pnvate rear yard for lencmg, elG I 16 Sheets 12-] 6/35 - PI ehmll1al y Pial - pi oVlde the lot area for each ]01 (elthel III tabulal fOJ m OJ on each lot) 17 Sheets 7-11/35 - ProvIde dlmenslOns from the front property lme to the closest bUl]dmg facade for each buildmg and dlmenslOns from the outside golf course boundary Imes to the closest bUlldmg facade for each bUlldmg 18 Provide the proposed square footage for the c1ubhouse/Gabana on Sheet 8/35 19 Provide all fOUl elevatIOns for bOlh buIidmg types (Venel1an Bay and Bloommgdale, both colored e]evatlOns resubnutted recently are mdlcated as "Venetian" even though one 1S a "13loonungda]e"), mcludmg proposed exlenor matena]s and Golor (at least the front elevation must be rendered to mdlcate the plOposed colors, other Sides must at least mdlcate the color by name) Plovlde the proposed heIght to the rrudpomt of the highest pl1ched roof 20 Sheet 8/35 - DimenSIOn the WIdth and lcngth of park 109 spJ.ces, tht dllve 31sle WIdth, the dnveway WIdths the Width of the tennmal and mtenor landscape Is]ands for the dubhousekabanJ. area Also provldc the, ~etback from the property lmes of CountrysIde Boulevard and Enterpnse Road to the cabana and the pool deck Unclear why the ends of the pal kmg spaces are wlthm the mgress/egress easement of Sienna Road (ehplam or pull back to the edge 0 f the easement Ime) What type of fWGmg IS proposed arOlU1d the pool? 21 Sheet 8/35 - Unclear why Sidewalks are not bemg provided I) on the north SIde of Trebblano Road between SleIma Road and Malvasla Road From a pedestnan safety standpomt, someone wa]kmg or ndmg a bike to the c1ubhouse/cabana/poo] IS bemg forced to cross Trebbmno Road at Sienna Road to access the amemty, 2) on the east SIde ofTrebbmno Road between CountrysIde Blvd and Sienna Road. 3) on the south Side ofCorvma Road between Enterpnse Road and Ma\vasm Road, 22 Sheet 9/35 - Unclear why a Sidewalk IS not bemg provIded on the north/east SIde of Corvma Road between Umts 100 and 110 ReVise 23 With the changes In the proposal to mcorporate the restaurant area mto the development and to Il1crease the setback (to pavement) adjacent to Belcher Road the proposal has changed the nature of the request under the ReSidentIal Infill ProJ ect FLD app hca tIOn, pnmanly due to the nonSCI eemng of off-street parkmg flam adjacent streets and properties by a four-foot high landscaped wall or fence (FLD CIllena fOl attached dwellmgs, however also due to Staffs deSIre to have an eIght-foot Ingh masonry wall adjacent to the mdustnal propertIes to the cast - see Landscape comments) The applIcatIon wlll need to clthCi provide the rcqullt-d ]and~Gaped fwce or wall for baSIcally the penmeter of the property or request a deViatIOn to partially ehmmate the landscaped fence or wall reqUirement to screen parkmg from adjacent streets and plOpertles, mcludmg the complete JustificatIOn fO! such devlalJon Other: No Comments Notes To be plaeed on the 9/20/05 COB agenda, submit 15 collated copIes of the reVIsed plans & appl1catlOn matella] addl essmg all above departments' comments by noon, 8/11/05 Packets shall be collated, folded and stapled as llppropnate Development ReView Agenda - Thur~dllY, August 4, 2005 - Page 59 ~ I . KEN bur(KE. CLERK OF COURT PINEllAS COUNTY FLORIDA INST# 2005215674 06/0312005 at 04 09 PM OFF REC BK 14368 PG 1019-1033 DocType AGM RECORDING $129 00 DEVELOPMENT AGREEMENT THIS DEVELOPMENT AGREEMENT ("AGREEMENT") IS dated ~ .3' , 2005, effective as provided In Section 5 of thiS Agreement, and entered In 0 between EXECUTIVE CORPORATION OF CLEARWATER, INC, a FlOrida corporation ("OWNER"), and the CITY OF CLEARWATER, FLORIDA, a political subdivIsion of the State of FlOrida acting through ItS City Council ("COUNCIL"), the governing body thereof ("CITY") RECIIA.!:S A Sections 163 3220 - 163 3243, FlOrida Statutes, which set forth the FlOrida Local Government Development Agreement Act ("ACT"), authOrize the CITY to enter Into binding development agreements With persons having a legal or eqUitable Interest In real property located Within the corporate limits of the City 8 Under Section 1633223 of the ACT, the CITY has adopted Section 4-606 of the City of Cle_arwater Community Development Code ("CODE"), establishing procedures and requirements to conSider and enter Into development agreements C OWNER owns approximately 44 2 acres mol of real property ("PROPERTY") In the corporate limits of the City, more particularly desCribed on Exhibit "A" attached hereto and Incorporated herein o OWNER or ItS successor, desires to develop the Property as a town home community, consisting of not more than 280 units, generally conforming to the concept plan ("CONCEPT PLAN") shown on Sheet 1 of 2 on Exhibit "8" attached hereto and Incorporated herein E The PROPERTY currently has a land use deSignation of Recreation/Open Space and IS zoned OS/R F In order to develop the PROPERTY, consisting of 442 acres, With up to 280 reSidential Units, OWNER has requested that the City place the follOWing on the PROPERTY (I) a land use deSignation of ReSidential Urban (7 5 units/acre) and (II) a zOning deSignation of MDR (Medium DenSity ReSidential) G The CITY and OWNER have determined that It would be mutually benefiCial to enter Into a development agreement governing the matters set forth herein and have negotiated thiS AGREEMENT In accordance With the CODE and the ACT , , H The CITY has found that the terms of, and future development orders associated with, this AGREEMENT are consistent wIth the City ComprehensIve Plan and the CODE. STATEMENT OF AGREEMENT In consideration of and In reliance upon the premises, the mutual covenants contained herein, and other good and valuable conslderatlon, the receIpt and sufficiency of which are hereby acknowledged, the parties hereto Intendmg to be legally bound and In accordance with the ACT, agree as follows SECTION 1 RECITALS AGREEMENT The above recitals are true and correct and are a part of thiS SECTION 2 INCORPORATION OF THE ACT ThiS AGREEMENT IS entered Into In complIance with and under the authonty of the CODE and the ACT, the terms of which as of the date of thiS AGREEMENT are Incorporated herein by thiS reference and made a part of thiS AGREEMENT Words used m thiS AGREEMENT without deflmtlon that are defined In the ACT shall have the same meamng In thiS AGREEMENT as In the ACT SECTION 3 PROPERTY SUBJECT TO THIS AGREEMENT The PROPERTY IS subject to thiS AGREEMENT SECTION 4 OWNERSHIP The PROPERTY IS owned In fee Simple by OWNER SECTION 5 EFFECTIVE DATE/DuRATION OF TH[S AGREEMENT 5,1 ThiS AGREEMENT shall become effective as proVided for by the ACT and shall be contlngentupon 5.1 1 Obtalmng final approval, and effectiveness of a land use deslgnat[on of Res[dentlal Urban and a zomng deSignatIon of MDR as requested on the PROPERTY, and 5 1 2 Conveyance by OWNER of the PROPERTY to Beazer Homes Corp, a Tennessee corporation 52 ThiS AGREEMENT shall contmue [n effect until terminated as defined herein but for a penod not to exceed ten (1'0) years SECTiON 6 OBLIGATIONS UNDER THIS AGREEMENT 6 1 Obligations of the OWNER 6 1 1 The obl[gatlons under this AGREEMENT shall be binding on OWNER, Its successors or assigns 2 1 . 6 1 2 At the time of development of the PROPERTY, OWNER will submit such applications and documentation as are required by law and shall comply With the City's CODE applicable at the time of development review 6 1 3 PROPERTY The follOWing restrictions shall apply to development of the 6 1 3 1 The PROPERTY shall be developed substantially In conformance With the CONCEPT PLAN The estimated population density and maximum bUilding intensity are shown on the CONCEPT PLAN The locations of the ponds and roads shown on the CONCEPT PLAN are approximate and may change as a result of the requirements of applicable regulatory agencIes or other design considerations 6 1 32 BUilding height shall not exceed 35 feet (two stones) 6 1 33 The archItectural style of the townhomes to be constructed on the Property shall be substantially as shown on the rendenngs attached hereto as ExhIbit "C" 6 1 3 4 The landscape buffering for the westerly Side of the Property adjacent to eXIsting reSidential development shall be substantially as desCribed on Sheet 2 of 2 on Exhibit "B" BUilding setbacks shall meet the requirements of the CODE and may be located In whole or In part Within the landscape buffer 6 1 3 5 The OWNER shall construct at ItS cost (I) a channelized right turn lane to prevent the NB to WB movement and (II) an extension of a turn lane on CountrySide Blvd as shown on the CONCEPT PLAN and shall post the security therefor as reqUired by CODE 94-606 G 1 e 6 1 36 The OWNER shall grant a utility easement for water servIce five (5) feet on eIther Side of the constructed water lines on the PROPERTY Simultaneously With vacation by the CITY of that portion of the easement recorded In o R Book 4223. Page 1502. of the Public Records of Plnellas County. FlOrida, that relates to two (2) water well SItes that have been abandoned by the CITY 6 1 37 The project to be developed on the PROPERTY shall not have vehicular access to Laurelwood Drive. 6 1 3,8 On the west Side of Enterpnse, the OWNER shall extend north to the project entrance (+/- 400 feet) the existing SB to WB right turn lane at the Enterprise/Countryside Blvd intersection, all at the OWNER'S cost. 6 1 39 The OWNER shall buffer any reSidential structures located opposite the entrance to the Tampa Bay Water property to the east WIth a SIX foot hIgh 3 opaque fence, so as to dlminrsh any adverse Impact of headlights of vehicles eXiting the Tampa Bay Water property 6 1 4 Prior to issuance of the first bUilding permit for the PROPERTY, Owner shall record a deed restnctlon encumbering the PROPERTY, whIch deed restnctlon shall be approved as to form by the CIty Attorney (which approval shall not be unreasonably Withheld) and which will generally describe the development limitations of thiS AGREEMENT The deed restriction shall be perpetual and may be amended or terminated only With the consent of the CITY, which consent shall not be unreasonably Withheld 6 2 Obligations of the City 62 1 Concurrent With the approval of thiS AGREEMENT, the COUNCIL shall promptly process amendments to the land use plan and zoning designation for the PROPERTY as set forth In Recital F above, all In accordance With the CODE 622 City will approve site and construction plans for the PROPERTY that are consistent With the Comprehensive Plan and the CONCEPT PLAN and that meet the reqUirements of the CODE 623 To the maximum extent allowed by law, the CITY shall utilize transportation Impact fees paid to It by the OWNER In connection With the proposed development for the deSign, permitting, and construction of the transportation Improvement reqUired at the intersection of State Road 580 and Enterprise to mitigate the transportation Impacts of the proposed development 624 The City shall consider the vacation of the easements described in Section 6.1.3.6. 625 The final effectiveness of the redeslgnatlons referenced In Section 62 1 IS subject to 6251 The proVIsions of Chapter 125 and 163, FlOrida Statutes, as they may govern such amendments, and 6.252 The eXpiration of any appeal penods or, If an appeal IS filed, at the conclUSion of such appeal. SECTION 7 PUBLIC FACILITIES TO SERVICE DEVELOPMENT The following public faCIlities are presently available to the PROPERTY from the sources Indicated below Development of the PROPERTY will be governed by the concurrency ordinance prOVIsions applicable at the tIme of development approval With respect to 4 transportation, the concurrency provIsions for the proposed development have been met 7 1 Potable water from the CITY 72 Sewer service IS currently provided by the CITY 7 3 Fire protection from the CITY 7 4 Drainage facIlities for the parcel Will be provided by OWNER 7 5 Reclaimed water from the CITY, If available SECTION 8 REQUIRED LOCAL GOVERNMENT PERMITS The required local government development permits for development of the PROPERTY Include, without limitation, the following 8 1 Site plan approval(s) and associated utility licenses, access, and nght-of-way utilization permits. 82 Construction plan approval(s), 8 3 BUilding permlt(s), and 84 Certlficate(s) of occupancy SECTION 9 CONSISTENCY The CITY finds that development of the PROPERTY consistent with the terms of this AGREEMENT IS consistent with the City Comprehensive Plan SECTION 10 TERMINATION 10 1 If OWNER'S obligations set forth In this AGREEMENT are not followed In a timely manner, as determined by the City Manager, after notice to OWNER and an opportunity to be heard, eXisting permits shall be administratively suspended and Issuance of new permits suspended until OWNER has fulfilled ItS obligations Failure timely to fulfill ItS obligations may serve as a basIs for termination of thiS AGREEMENT by the CITY, at the discretion of the CITY and after notice to OWNER and an opportunity for OWNER to be heard SECTION 11 OTHER TERMS AND CONDITIONS 11 1 Except In the case of termination, until ten (10) years after the date of thiS AGREEMENT, the PROPERTY shall not be subject to downzomng, umt density reduction, or Intensity reduction, unless the CITY has held a public heanng and determined. 5 11.1 1 That substantial changes have occurred In pertinent conditions eXisting at the time of approval of this AGREEMENT; or 11 1 2 This AGREEMENT IS based on substantially Inaccurate information prOVIded by OWNER, or 11 1.3 That the change IS essential to the public health, safety or welfare. SECTION 12. COMPLIANCE WITH LAW The failure of this AGREEMENT to address any particular permIt, condition. term or restnction shall not relieve OWNER from the necessity of complYing with the law governing such permitting reqUirements, conditions, terms or restnctions SECTION 13 NOTICES Notices and communtcatlons reqUired or deSired to be given under this Agreement shall be given to the parties by hand delivery, by nationally recognized overnight couner service such as Federal Express, or by certified mall, return receipt requested, addressed as follows (caples as prOVided below shall be reqUired for proper notice to be given) If to OWNER ExecutIve Corporation of Clearwater, Inc 5260 South Landings Drive, Anel #704 Fort Myers, FL 33919 WIth copy to, Timothy A Johnson, Jr , EsqUire Johnson, Pope, Bokor, Ruppel & Burns, LLP 911 Chestnut St Clearwater, FL 33756 If to CITY City CounCil of City of Clearwater c/o City Manager 112 South Osceola Avenue POBox 4748 ClealWater, FL 33756 Properly addressed, postage prepaid, notices or communications shall be deemed delivered and received on the day of hand delivery, the next bUSiness day after depOSit with an overnight couner service for next day delivery, or on the third (3rd) day followmg depOSit In the United States mall, certIfied mall, return receipt requested The parties may change the addresses set forth above (including the addition of a mortgagee to receive caples of all notices), by notice In accordance With this Section SECTION 14 INTENTIONALLY OMITTED 6 SECTION 15 MINOR NON-COMPLIANCE OWNER will not be deemed to have failed to comply with the terms of this AGREEMENT In the event such non-compliance, In the Judgment of the City Administrator, reasonably exercised, IS a minor or inconsequential nature SECTION 16 COVENANT OF COOPERATION The parties shall cooperate with and deal with each other In good faith and assIst each other In the performance of the provIsions of thiS AGREEMENT and In achieving the completion of development of the PROPERTY SECTION 17 ApPROVALS Whenever an approval or consent IS required under or contemplated by thiS AGREEMENT such approval or consent shall not be unreasonably Withheld, delayed or conditioned All such approvals and consents shall be requested and granted In writing SECTION 18 COMPLETION OF AGREEMENT Upon the completion of performance of thiS AGREEMENT or ItS revocation or termination, a statement eVidenCing such completion, revocation or termination shall be signed by the parties hereto and recorded In the offiCial records of the CITY SECTION 19 ENTIRE AGREEMENT ThiS AGREEMENT (including any and all Exhibits attached hereto all of which are a part of thiS AGREEMENT to the same extent as If such Exhibits were set forth In full In the body of thiS AGREEMENT), constitutes the entire agreement between the parties hereto pertaining to the subject matter hereof SECTION 20 CONSTRUCTION The titles, captions and section numbers In thiS AGREEMENT are Inserted for convenient reference only and do not define or limit the scope or Intent and should not be used In the Interpretation of any section, subsection or proVISion of thiS AGREEMENT Whenever the context requires or permits, the Singular shall Include the plural, and plural shall Include the Singular and any reference In thiS AGREEMENT to OWNER Includes OWNER'S successors or assigns ThiS AGREEMENT was the production of negotiations between representatives for the CITY and OWNER and the language of the Agreement should be given ItS plain and ordinary meaning and should not be construed against any party hereto If any term or proVISion of thiS AGREEMENT IS susceptible to more than one interpretation, one_ or more of which render It valid and enforceable, and one or more of which would render It invalid or unenforceable, such term or prOVISion shall be construed In a manner that would render It valid and enforceable SECTION 21 PARTIAL INVALIDITY If any term or proVISion of thiS AGREEMENT or the application thereof to any person or circumstance IS declared Invalid or unenforceable, the remainder of thiS AGREEMENT, including any valid portion of the Invalid term or prOVISion and the application of such invalid term or proVISion to circumstances other than those as to which It IS held invalid or unenforceable, shall not be affected thereby and shall With the remainder of thiS AGREEMENT contInue unmodified and In full force and effect Notwithstanding the foregOing, If such responsibilities of any 7 party thereto to the extent that the purpose of this AGREEMENT or the benefits sought to be received hereunder are frustrated, such party shall have the nght to terminate this AGREEMENT upon fIfteen (15) days notice to the other parties SECTION 22 CODE AMENDMENTS Subsequently adopted ordinances and codes of the CITY which are of general application not governing the development of land shall be applicable to the PROPERTY, and such modifications are specIfically anticipated In this AGREEMENT SECTION 23. GOVERNING LAW This AGREEMENT shall be governed by and construed In accordance with the laws of the State of Flonda without regard to the conflict of laws prmclples of such state SECTION 24, COUNTERPARTS This AGREEMENT may be executed In counterparts, all of which together shall continue one and the same Instrument IN WITNESS WHEREOF, the parties have hereto executed this AGREEMENT the date and year first above wntten. {End of Substantlve ProvISions, Signature Page to follow] 8 , ' WITNESSES c;P _____ p~ - Pnnted Name tt:::" L 1/0.41' ~~ \2-N~~'J_~ Cou nters 19 n ed r ~i~~ l<tI~ Mayor Approved as to form EXECUTIVE CORPORA liON OF CLEARWATER, INC , a Florida corporation BYc/cd~~~ S Lee Crouch President CITY OF CLEARWATER, FLORIDA B~~4+_ WIlham B Horne II Attest ," ..,l\ .......1",.... "l\l (1 J l\, ~.., \, L} t ~, ~ 4 III i IJ ~ ~ , U\', " , ~ \..J.... , , ... ... ~... () '~ " dLLc..........I..-' \ , c, o , _ 1 ~ ~ .... '" , , , : / j . t ~ -. i 1\ h ~ ..... ~ ,,\ ~ .. ... t, f.. l ..~ , \ \J - , "' .,. ,. STATE OF FLORIDA ) COUNTY OF LEE ) The foregoing Instrument was acknowledged before me thiS 11 t( y. '.2 Y , 2005, by S Lee Crouch, as President of EXECUTIVE CORPORA liON OF CLEARWATER, INC , a FlOrida corporation, on behalf of the corporatloB, who D IS personally known to me or who ~roduced Pi. VL. C b;L() -77.:t/2 L{ ~"T~~-Identlflcatlon C7/_ ~~ '" Notary PubliC P n nt Na me' t-C-!:z, r ~ ,-<...) I ,f1-.r..r.-, J '::- .,~-:;'~";~. WARREN L DAVIDSON ~. ' rb. - .; MY COMMJSSION i 00 1n470 ;.~ ~ ~~: EXpIRES JarllJary 14, 2007 9 "'I.;P,f..t\?" Sood"<! Tor" Notary pctiJo Und&Jwnlers STATE OF FLORIDA ) COUNTY OF PINELLAS ) The foregoing Instrument was acknowledged before me thIs ~ 3 J , 2005, by Frank V Hibbard, as Mayor of the City of ClealWater, Florida, who ~ IS personally known to me or who 0 produced Ide n tJficatlon c~~~ Notary Public Print Name STATE OF FLORIDA ) COUNTY OF PINELLAS ) .....,,~."",. Carolyn L Brink ~:~~~~:1 MYCOMMI$SIONt 0020~569 EXPIRES ~ 1 May 22. 2007 '.;o:::t ..,- 50NOro THiU IIlOY FAll! INSURANC~ IilC. ~ -!irl.'ft" foregoIng Instrument was acknowledged before me thiS 1 , 2005!-b) WillIam B Horne II, CIty Manager of the CIty of FlOrida. who M IS personally known to me or who 0 produced Identification C~cR.~ Notary bllc Print Name ExhibIts A Legal DeSCriptIon of Property B Concept Plan C BUIldIng Elevations ~ ~nL8rlnk f* ~ MY CQMMlSSlON, 00203569 EXPIRES 't~ ~ May 22. 2007 '"<.9l:,n-.'l IlONIlED 1HiU 1!lOY FAiN lNSUiAIlcf. IHC. 05120/05 09 10 AM 45403 108701 #346251 v1 10 EXHIBIT "A" LEGAL DESCRIPTION A tract of land 1 ymg In Sections 30 and 31, T ownslup 28 South, Range 16 East, CIty 0 f Clearwater, Pmellas COIlllty, Flonda and bemg more partIcularly descnbed as follows' COMMENCE at the West 1/4 Comer of saId SectIon 3D, thence run South 0019'55" East, along the west hne of saId Section 30, for 444.65 feet; thence South 89055'13" East for 5001 feet to the POINT OF BEGINNING, thence contmue South 89055'13" East for 1558 45 feet to a point on the west lme of "Dunedm Industnal Park" as recorded m Plat Book 64, Page 76, Records of Pmellas County, Flonda; thence South 0004'47" West for 937.36 feet to the southwest comer of said Plat; thence South 89055'13" East, along the south lrne of saId plat, for 247.55 feet to a point on the westerly nght-of- way line of Enterpnse Road, thence 1661 feet along the 8ald westerly right-of-way Ime and the arc of a curve that IS concave to the northeast, having a radius of895 00 feet, a chord length of 1661 feet and a chord beanng of South 9027'20" East to a point of compound curvature with a curve that IS also concave to the northeast; thence 261 09 feet along the arc of s3J.d curve havmg a rachus of 330.00 feet, a chord length of 254.33 feet and a chord beanng of South 32039'10" East to a pomt of tangency; thence South 55019'05" East for 345.77 feet to a point of curvature of a curve of a curve that IS concave to the southwest; thence 96 09 feet along the arc of said cwve havmg a radIUS of 170 00 feet, a chord length of 94.82 feet and a chord bearing of South 39007'31" East to a pomt of tangency; thence South 22055'56" East for 143.70 feet to a point of cUIVature of a curve that IS concave to the northeast; thence 286 62 feet along the arc of said curve havmg a radiUS of 405 00 feet. a chord length of 280.68 feet and a chord bearing of South 43012'18" East to a point of reverse curvature with a curve that IS concave to the southwest, thence 10223 feet along the arc ofs31d curve havmg a radIUS of250.00 feet, a chord length of 10152 feet and a chord beanng of South 51045'54" East to a pomt of compound curvature With a curve that is concave to the west; thence 49.17 feet along the arc OfS31d curve having a radIUS of 30,00 feet, a chord length of 43.85 and a chord beanng of South 6054'15" West to a point of tangency, the same point bemg on the northwesterly right-of-way line of Countryside Boulevard; thence South 53051 '32" West, along saId nght-of-way hne, for 592 43 feet to a point of curvature of a curve that IS concave to the southeast, thence 1059.47 feet along the arc of saId curve having a radiUS of 1960.00 feet, a chord length of 104662 feet and a chord beanng of South 38022'24" West, thence, leavmg said nght-of-way hne, North 67006'44" West for 16415 feet; thence North 10030'36" West for 67431 feet, thence North 62054'47" West for 114 19 feet to a pomt on the arc of a curve that IS concave to the northwest, thence 98 14 feet along the arc of s31d curve having a radIUs of 49000 feet, a chord length 0[97.97 feet and a chord beanng of North 21020'58" East, thence South 85055'13" East for 382 97 feet, thence North 53018'37" East for 254_00 feet, thence North 10004'50" West for 22853 feet, thence North 36015' 14" East for 111 61 feet; thence North 14028 '28 '. West for 444 1 0 feet; thence North 58015'59" West for 44679 feet, thence South 74034'52" West for 206.75 feet to a pomt on the arc of a curve that is concave to the southwest, thence 37.09 feet along the arc of said curve havmg a radius of 590.00 feet, a chord length of 3708 feet and a chord beanng of North 17013'11" West; thence North 62012'34" East for 288.57 feet, thence North 3059'27" West for 431.05 feet; thence North 44005126" West for 44553 feet; thence South 79028'45" West for 983 07 feet; thence North 0019'55" West for 393.61 feet to the POINT OF BEGINNING H~ ~ U !H}~ ~ Hi i [1 [ I ~ 1" I it dill I Hi ! iI' I f f}~ ! it 'Hli ! in t ~ ~ ItJ l ,: tti 1 ! rJl i 11 [ Hi ~ 1 f~HI ~ ~,r ! U ~ Hi ! ~JHI i III ~ ii ~ i~i ! hHi h t if ~ fit t 1!I~r 11 J rfi ! ~i,ir !i I JI P t H Hi f t f ~i ~ q i tJ ~ 0 ill Sl(D iJ[D ~ ~ ~ ~ ~ l i f ~ 1 ~ I I I I ~ [ ! ~ ~ ~ "!: ":: S' " :e .. Ii = = = Eo i .. == i' iiiie-[J~ ~~~i ~i .. il = ~ !. =' iI'I-" _ !:... b b l ~ fIi I".Ii .::: It .. 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'., _ :'.. m~.)~~;~~J )". -~:.'\.,':,:::, 'u_. h --, ,..:;~ ,. :'-'~_M;,!g'1 _ , !~.~i]lt..~",:" <_',:',- _ J~~.:~~~~)I' - ;)e;,] , ' , , i~~~;J~~~f.'~ -~~~t:~~~~j :~ ~. '.. "'--'.~"~'''''-''~'' '"""i \. i;~~~:5~;:~ ~i I:i~!:~~i ,i . '\ !~~.if.~~~I~~\ ,;'",;:J .. -I., I ,_,l.",>" "',' ,. 'l~"-- ,-~~ .;, ~ ~f~l/ ./ I~;.l'l k ,;;~__; . . p;~~-- U_. -;: 'i ~~ ~ "r ~_~~: 1,'.'-1-.'['>' +-,,,,;1,, !;;t~;~:if;fr:~7::i~11{s:1 : j'.."-', ~,-~ 1'1(, I'''''~'',ml l~l,lm:' j.,.., --"'j.""'"c" , ii\~!II~r c':;:" '1~~,.) ,~.? :"i:':'mJl ii~;~ 1;~;,~~}~'~~~d;~~:: 10""1-. [".! ;. "'-'-_1 ~'_..~ i~EB-~~~ ~ - - ~7~.~: ~~~~ 1r~~~;~:r !I--=- - - . ,- " "'111" ;''''' ",.." :,.;- ~ ~ j ~~~~ff-It!j~r- '. '"'If-.[ ", .~ --" -"," " ,~;i~~~'~::'~~l~~~~~;'~-'r . ~;;i'r 1.'1\ ~;aJ~:=J,' ..,,-~ IL-"., ~:~T~,~lt~t.." " :I~~:"r,. ~~;I'."'j'&\, '- :~tjl; '- ~.~i~} Ic~JI._ -.,LI. :. h""IIi,.!i l :to z: a6~ct ";),, .LIaIHXa _.1', (j o O\S ~~~ tr:1..., )-I.. <: -< 0- )-. tI:i (1) ~S ~ 0..., 0 z~ ~ o ~ en (t) , ' Wells. Wayne From Sent To Cc Subject Rice, Scott Tuesday, August 02, 2005 10 57 AM Wells, Wayne Elbo, Bennett FLD2004-11077 Wayne, Not all ROW Improvements In Development Agreement are addressed on the plans Traffic Engineering has a comment addressing the lack of detail on a channelized right turn lane for Enterprlse/SR 580 In addition, comments are made on other Intersections with Countryside and Belcher The comments are complete In Permit Plan D. Scott Rice Land Devel. Engr. Manager 727-562-4781 scott.rice@MyC/earwater.com 1 ~~ Community Response Team Planning Oept. Cases - ORC Case No fL \)<9004- ) \ otl'l Meetmg Date: 8) Lj /05 . . Location: cbCX{) Cfllmt~~..s.df', /))vd o Current Use. 0Jo\f C[)U,fS,e. l~e~~I{0-d I o Active Code Enforcement Case @ yes o Address number ~ (no) (vacant land) o Landscapmg~) (no) o Overgrown @ (no) - o Debris~) (no) o Inoperative vehlcle(s) (yes) ~ o Building(s) (good) ~) (poor) (vacant land) o Fencing (~) (good) (dilapidated) ~ken and/or mlSSlnq piec~ o Paint (good) C@V) (poor) (garrsh) o Grass Parking (yes) @) o Residential Parking Violations (yes) t6ID o Signage (none) @) (not ok) (billboard) o Parking (n/a) (stnped) (handicapped) (Deeds repavl"ii9) o Dumpster (enclosed) (nOt enclos~ ~ ~ Outdoor storage (yes) @ Comments/Status Report (attach any pertinent documents) V"\.Cl. S ,clo ~'-, \::. V\i$). (f.V ~ a \! ~SV'O~uVl oj0.:9:-E ~r Pi I ~e Ov to.J.ntr-'j6\ck $.;:Ji~S+-ey ()\fe;rflc:u.Jl"~/~' D~te 7/~ 2JCb Reviewed by Ph-fA Vl ()[) Revised ~-04-03 Telephone 4 7 dl Message Page 1 of 1 Wells, Wayne From Wells, Wayne Sent Monday, June 27,2005239 PM To 'Jayne E Sears' Subject. RE 2506 Countryside Blvd ~ FL02004-11077 1 We will use the previously assigned FLO number 2 We will update our prevIous comments 3 Fees were paid previously 4 Just resubmIt 15 copies (one ong Inal + 14 copies) to go back to 0 RC -----Ong I nal Message----- From: Jayne E. Sears [mallto JayneS@Jpfirm.com] Sent: Monday, June 27,20052'30 PM To: Wells, Wayne Cc: Tim A Johnson; Judy Hull, Steven Gamm Subject: 2506 Countryside Blvd - FLD2004-11077 Wayne, I'll be submitting (or re-submlttlng) the flex dev app for Countryside Exec (Beazer Homes) by the Fnday deadline As you know we tabled the above case while working on the development agreement Should this be treated as a continuation/revIsion of the above case number? You already had a number of comments at the first ORC we went to (back In November or December) and I don't want you guys to have to re-Invent the wheel I realize we will need to go to ORC again but maybe you can Just update your prevIous comments (or hopefully check them off as being resolved) If you can keep the same case number Flonda Design Consultants IS making note of those comments and addressing them In the revised site plan You will recall that one of the main concerns was leaving Dogwater In the residential dlstnct and that IS gOing away now - the plan will be all townhomes Does th e applicant have to pay the fu II application fee ($1 ,205) again? What about the plat ap plication fee ($500) we previously paid - do they have to pay that again? I would Imagine you need full sets of all the plans, elevations, etc again Let me know Thank you Jayne E Sears Legal Assistant Johnson, Pope, Bokor, Ruppel & Burns, LLP 911 Chestnut Street Clearwater, FL 33756 Phone (727) 461-1818 Fax (727) 462-0365 6/27/2005 ., C~untryslde Golf Course WIll {"C-ve Way To Town Houses From The T~-'oa Tnbune TIm lATVrPA TRIDUNE UL(l ~!"NIIJL.,. v..u,'t Page 1 of2 Welcome . Make TBO ypur /-f.ome ~agft . ;1dvertls?_wlth us . Web site feedback 'Contents, ..- ,.... -- ~- - Bteaklr'lQ NEIIl'S ~ - ~~ - NaliJrVWor!d - Front Section M~tnJ~ .,; ~ Sports _7~~-A..- ~-- ".;!;!Ol~~ _ I -~ -j ( Bayllle I : F~_~t~xt~: ~ J - - n __, OPtnlOO I ~ ~alrths -J Obituarf.es : 2:;2:~-;-~ -: :1~"~;'-tE~ltIO~~j _C:;;rchl~ __-=-~ :'~Correct~i:'~:;:_~ ~:&.n~~L~=~ ---- - -- --'-, , ThE Thmpa Tl10une I ~ !lome 1~2e ~ _ J ~lll,IJJWj~ . Pasco Cot! nty . Northeast Tampa . fll.W HlIlsooro\lgh . South Tampe . Centr<ll Tam~l . Br<lOdon . Pklnt C Itv . Prnel~ COllOty 4 F!Q(: BellY . HemiJl1do CO\lnty . ""[Jhlands County " ) " I 1~!Commurllly News I !:.-.~In P<lge -.-J Monday, May 30 Search I Ke)NIo!d [[5rorl ~ Printer 1r1endl'lverslon {81 Emall this to a friend Countryside Golf Course Will Give Way To Town Houses By ANGELA DELGADO adelgado@tamP-il!rtb com Publlsl1ed May 22, 2005 Unlike the Community Development Board meeting that drew In about 50 concerned reSidents nelghbonng the golf course, Thursday's meeting had reSidents speaking for and against the 2BO-unlt town house development Those who spoke for the development said they felt safer accepting the town houses now rather than waiting for what could fiU the space Frank Westerman, though, was against the development Westerman, preSident of the Laurelwood Village home aSSOCiation, told the council the golf course's greenspace was needed In the city Nobody has mentioned the property could make a beautiful park," Westerman said The Countryside Executive Golf Course, 2506 Countryside Blvd , has been on the property since 1977, restricted by Its deed to remain a golf course for 20 years In recent years, however, the owners say the course Isn't making the money It used 10. said Tim Johnson, attorney for town house developers Beazer Homes http Ilwww tampatnb comJNews/MGBQCAMTZ8E html CLEARWATER - The Countryside Executive Golf Course and Dogwater Cafe are no more, now that the city council has approved changing the property's zonmg to bUild town houses After some deliberation, the council agreed that changing the zOning would benefit the neighborhood because It would bnng In a high-end development Instead of a pOSSIble Celebration Station. type establishment 5/3012005 << Countryside Golf Course WIll {:"ve Way To Town Houses From The T"""oa Tnbune Nt.'W S ~I~'~ I struggle," Councilman Hoyt Hamilton said Nobody up here IS a bigger golf player than I am, {but] thiS IS private property, and as private property, we can't tell [the owner] to run a golf course here wea1f1er Things to Do Sports A! en ~p<lilol Traffic Oasslfled l Rea I !:state -~ ~-- ~ -~ ~-- 'Employment " J Autos -, F\:ors(lI\als Relocation -, _J o ~lulUmedla Reports i - " - --1 Informal:i:ln all I Demand , liealt 11 _J Shopping - - I ___ __ _J COtlSU mer Ed uc.atlon MOfICL Travel : Games TOO com Home Page ~Tr~ Yellow Pages W Me Pages Emilll Seardl Maps and Directions ~I\anclal TV Listings TribunE' Mchlve Corrections Cootoct us ThiS IS a very reasonable request by the property owner" The counCil agreed unanimously ~~~~ I feel disgusted I because the greenspace In Clearwater IS gonelU Westerman said - after the meeting I think that's a shame" Reporter Angela Delgado can be reached at (727) 451-2333 Write a letter to the editor about thiS story Subscribe to the Tnbune and get two weeks free Place a Classified Ad Online - ~ I :lj .. Return to Top- News I Weather 1 HUrricane GUide I Things to Do I ~Qorts Q.QnSlJ.fWI I ~asslfied I Q.?leeI~ I Autos I Relocallon ShorWlng I Your Money TBD com Is Tampa Bay Onlme @2005, Media Generallnc All nghts reserved Member agreement and Privacy, statement Page 20[2 "UNIT ,em "UNIT - - TaO.CDm I THE TAMflA Tfll8IJNE I WFL.A.cam HEltNANDO TODAY I HIGHLAJioIDS TODAY I WEATHfACENTEIlI FlOIUDAINFO http //wwwtampatnb com/NewsIMGBQCAMTZ8E html 5/30/2005 1 :00 pm Case Number. FLD2004-(1077 -- 2506 COUNTRYSIDE BLVD Owner(s): ExecutIve Corp Clw Inc 2506 Countryslde Blvd Clearwater, F133763 TELEPHONE No Phone, FAX No Fax, E-MAIL No Emall Beazer Homes Corp 2630 S Falkenberg Road Rlvervlew, Fl 33569 TELEPHONE 813 -663-9002 FAX 813-663-9493, E-MAIL Timothy A Johnson Jr, EsqUlre POBox 1368 Clearv,rater, F133757-1368 TELEPHONE 727-461-1818, FAX 727-462-0365, E-MAIL tIillJ@Jpfirmcom LocatIOn 42 21 acres located at the northwest comer of Countryside Boulevard and Enterpnse Road and on the cas! sIde of Belcher Road, approximately 500 feet south of S R 580 Atlas Page' 221A Zoning Dlstnct. OSIR, Open Space/RecreatlOn Dlst Request flexIble Development to perml! attached dwellmgs In the proposed MedIUm DenSity ResIdential (MDR) District with a reductIOn to the front (west along Belcher Road) setback trom 25 feet to 16 feet (to pdvement), a reductIOn to the Side (east) setback trom five feet to zero feet (to pavement) and a reduction to the SIde (south) setback from five feet to zero feet (to pavement), as a Resldentlallnfill Project, under the provIsions of SectIOn 2-304 G Proposed Use' Attached dwellings NeIghborhood Woodgate III Neighbors AssoclatJon(s). Clearwater, Fl 33763 2360 Hazlewood Lane TELEPHONE No Phone, FAX No Fax, E-MAIL No Emall NClghborhood Woodgate I & II AssocmtlOn(!.). Clearwater, F1 33763 2345 Ashmore Dnve TELEPHONE 727-791-0848, FAX No Fax. E-MAIL Jdelotto@tampabaYITcom Neighborhood Clearwater Neighborhoods Coalition AssoclatlOn(s). Clearwater, F133761 2544 Fnsco Dnve TELEPHONE 727-725-3345, FAX No Fax, E-MAIL DJw@gtenet Presenter' Wayne Wells, Planner 111 Attendees Included City Staff Wayne Wells, Chip Gerlock, Scott Rice, Joe Colbert, Rick Albee, Marc Manano ApphcantlRep Tim Johnson, Jayne Sears, Ed Mazur, Steve Gamm, Bill Johnson, Judy Hull rile DRe rC\'lc''I'ed thiS application With the followmg comments. Geller.1I E ngl n eermg Applu.ant F.f'A , II. . 2,. 1+ DLe. ~~ No Ematl Represen tatJve. .. Development ReView Agenda - Thursday, December 2, 2004 - Page 34 I) Need to show the setback dimension from edge of the stoop, not comer ofbmldmg for tot 98, Sheet 9 of 35 2) Need to subnut complete applicatiOn for the vacatiOn ofthe raw water Ime easement, Sheet I I of 15 3) Vehicles parked m dnveways cannot block sidewalk 4) Label the eXlstmg roads on all apphcable sheets 5) Show the proposed road names on all applicable sheets 6) Relocate the proposed samtary sewer m the rear of lots 7 thru 20 to Within the common,area, Sheet 25 of 35 ' .' 7) Relocate the proposed sam tary sewer m the rear of Lots 218 thru 227 to wlthm the common area, sheet 29 of 35 12/3/04 - '[ HIS HAS SIGNIFICANT IMP ACT ON TREES AND MUST BE REVIEWED BY RICK ALBEE 8) If the bUildings are reqUired to be spnnkled or the applicant desires to spnnkle the bUlldmgs, then the applicant must provide a Fue Hydrant Assembly (F H A ) for each Fue Department Connection (F 0 C), and mstall addllIonal fire hydrant(s) to meet Fire Department's reqUirements 9) Proposed water taps 10 be provided by the City All applicable fees to be paid for by apphcant 10) Development Right-of-Way Impact Fees per Ordmance Number 5969-96 (SectIOn I 3 e) [Public uhhty connection - $10000 (No pavement cut, fee per each utlhty mvolved and per each connectIOn)] [Public utility connectIOn - $20000 (Pavement cut fee per each utIlity mvolved and per each connecTion)] See Steve Doherty (727)562-4773 III Room #220 at the MSB (MUniCipal Services BUlldmg) 11) Loop proposed water mam servmg Lots 7 thru 10 on Sheet 25 of35 12) A 10ft honzonta1 separatlOn must be mamtamed between the proposed samtary sewer mam and the proposed water mam 13) Need to re lotate proposed uhh lies outSide the eXlstmg 50 ft dramage easement 14) Need to show the eXlstmg well #64 on slie plans 15) How wIiI solid waste service be prOVided for the proposed club house? 16) NOTE AdditIOnal comments may be necessary based on the responses to condltJons I 7) Thl~ DRC review by the Engmeermg Department IS not an approvdl or review of any constructlOn plans for penmttmg purposes All of the above to be addressed pnor to C D B \1 , , . Pnor to bUlldmg perunt, the followmg Issues must be resolved 1) ConSider movmg proposed Sidewalk between Lots 64 and Lot 88 from the outSIde edge of the road curve and connectmg the Sidewalk bet\veen Lots 87 and 93 2) All samtary sewer service "wye's" to be placed on an 8" sewer mam 3) Need to prOVide flows from new development Crty Wlll detenmne Impact upon the eXistIng lift statIOn If sta tlOn cannot accomodate these additional flows, the developer 1S responsible for the expense of reqUired lift station upgrades 4) The applicant will be responsible for the expense to connect proposed gravity sewer mam to eXlstmg samtary sewer 11ft statlOn, see Sheet 25 of 25 5) Need to prOVide constructIOn notes for all proposed samtary sewer mams on the utlhty plans 6) Need to label proposed samtary sewer structure #1 as a doghouse manhole on Sheet 25 of35 7) All water maIns shall be a l11l111mUm of 4-mch dlUmeter See Sheet 25 of 35 8) The sectIOn of proposed 8" water mam between Road "B" and Road "D" may be ehl11lnated unless reqUired for flows 9) The proposed water mam appUltenances at the mtersectlOn of Road "A" and Road "E", the "tee label" should be 8" x 8" tee With 1-8" gate valve, 1 - 8" X 6" reducerand 1 - 6" gate valve 10) The gate valves shown near the mtersectlOn of Road "F" and Road "E" should be Installed at the plOposed "tee" II) N(,ed to clanfy the proposed pipe Sizes fOl water mains on both Road liE" and Road "F", Shetl 26 of 35 12) Need to add (,0 nstruct 10 11 notes to proposed water roams/fire hydrant maIns where applicable 13) The proposed 2", 1-112", and the 3/4" PV C wa ter mams on Sheet 27 of 35 are not acceptable sizes The proposed water meters for umts 98-101 should be set from the proposed 8" water mam on easterly Side of Road "A", Sheet 27 of35 14) Need to move the proposed 12" x 8" tap at Road "A" and Enterpnse Road to the northerly Side ofRaad "A" and illS tall a tee at the 90 degree bend to extend the mam along Road liE", move valve's, etc. see Sheet 26 of35 15) Need to move the proposed 8" x 8" X 6" tee at Road "D" and Road "B" mtersectlOn to be ill Development ReView Agenda - Thursday December 2, 2004 - Page 35 line with the proposed water main along the north side of Road "0", then lllstall the proposed 8" main along the easterly side of Road ttB" north of Road "0" up to Road "Ett then cross Road "B", see Sheet 25 of 35 16) Need to show the eXlstmg St Petersburg Waterhne In profiles where applicable 17) A II FHA's Installed greater than lOft from a water mam shall be constructed W1th ductile Iron pIpe and shall have a gate valve at the tee on the branch hne and at the FHA Envl ronmen tal' 1 Due to the wetland Impacts,reduced buffer zones, and decreased tolal pervIOus arealmcrease 10 stoffi1water runoff, the City'S environmental dlvlSlon IS rcqulflng an enhancement of the wetlands to Include dredgmg a porlion of the creek located on sheet 19 of the plans Perrru tS for dus work must be obtained pnor to first bUilding perll1lt 2 All exotic, mvasIVe vegetation must be removed from the project site and adjacent nghts-of-way 3 All wet retention ponds-littoral zone must be planted- at least 35% Subll1lt det311 cross-sectIOns 0 f ponds to the environmental divIsion pnor to bUlldlOg pemu I 4 Durmg wnstruclion activItIes, such h dewatenng, groundwatcr testing and/or NPDES permlttlOg IS required as well as notIficatIOns to FOEP and the City of Clearwater's envIronmental dIvIsIOn Fire. I WIll any of the bUildings be covered by Fire Spnnklers" 2 Where underground water mams and hydrants are to be lllstalled, they shall be mstalled, completed, and In service pnor to constructIOn as per NFP A 241 Please acknowledge PRIOR TO COB I 3 Tlus DRC Review by Fire IS not an approval or review of any constructIOn plans or documents other than Slte work PLEASE ACKNOWLEDGE Harbor Master: I No Issues Legal. I No Issues Land Resources. It does not appear that the Tree Inventory was utilized to preserve any of the highly rated trees on site Revise designs to preserve additiOnal trees rated "G", good and "E", excellent It appears that some trees can be Incorporated Into the TOB of the retentiOn ponds Revise pnor to COB 2 Insure that the grades do not change too draslicly at trees to be preserved Provide pnor to COB 3 Show all trees to be preserved with their canopIes on ALL plans pnor to COB 4 Once the tree~ are shown on the utIhty plan, reroute utllitIes to aVOid trees to be preserved pnor to COB 5 Provide a Tree PreservatiOn Plan prepared by a certified arbonst, consultmg arbonst, landscape architect or other specIahst m the field of arbonculture ThiS plan must show how the proposed bUlldmgs, parkmg, stormwater and utl11l1es Impact the cntIcal root zones (dnp hnes) of tree to be preserved and how you propose to addres" these Impacts Ie, crown elevatlllg, root prumng and/or root aeratlOn systems Other data reqUired on thiS plan must show the trees canopy hne, actual tree bamcade hll1lts (2/3 of the dnp hne and/or III the root prune hnes If reqUired), and the tree bamcade detaIl And any other pertlOent mformatlOn relatlOg to tree preservatJon Provide paor to BUild Permit Landscapmg. Development Review Agenda - Thursday, December 2, 2004 - Page 36 Per SectIOn 3-1204 D a11landscapmg must be protected from vehIcular and pedestnan traffic by the installatIon of curbmg and wheel stops, or other protective devices along the penmeter of any landscapmg which adJoms vehicular use areas and sidewalks These protective devices shall have a mIllImum heIght of SIX mches above grade Specifically, along all streets mstall curbmg to aVOId dnvlllg on the sod Curbmg can be tapered mto the dnve to be flush at the sidewalk The pubhc parkmg spaces on the site must also meet this requl1 emenl of the Code 2 Provide the outlmes of ALL the tree canopies and adjust proposed trees to avoid conflicts 3 Plan does not meet the reqUlrements of pen meter plantmgs m Code Section 3-1202 D Area along Belcher Rd IS not meetmg the DUOlmum landscape buffer and could be revIsed to smce the site IS large enough ReVise plan 10 meet 15 foot nummum buffer requrrement Perhaps after the tree canopies are proVided thiS Will be met As an added buffer Red Maple, Pond and Bald Cypress could be added III the retentIOn areas Parks and Recreation: 1 Open Space/RecreatlOn Impact fees are due pnor to lssuance ofbUlldmg penruts or final plat (If applicable) whichever occurs first These fees could be substantial and It IS recommended that you contact Deb Rlchter at 727-562-4817 to calculate the assessment Stormwater' 1 ProVide off-site topographic mformatlOn up to 50-feet off the property Imes and mcludmg the FFE of adj3cent bUlldmgs 2 PrOVide more det31led gradmg With proposed grades suffiCient to detenrune flow paths In palilwlar add more curb flow-hne elevatIOns and the s\\ales and paths around the bUlldmgs 3 If Road C IS cro'Wlled It appears water wlil pond near Sla 78+00 4 Please pipe dIscharge from OCS 100 northward to larger sectiOn of Curlew Creek 5 Relocate high pomt on Road C from 72+50 toward Countryside Blvd to approxunately Sta 71 +5 0 to mmnruze flow toward Countryside Blvd 6 With deSign of "Out Parce I" City of Clearwater Will seek to have developer properly size storm sewer adjacent to Countryside Blvd 7 Align proposed dramage ea~ement and Curlew Creek to be centered In the easement and extendmg at least from top of bank to top of bank 8 PrOVide calculations for flow through culverts at roadway crossmgs 9 City has concern of runoff adversely Impactmg adjacent properties, espeCially as the rear swales lose shape and subjected to modificatIOn Apphcant must proVide assurance ConSider larger benns and the mcorporatlOn of addItional ditch bottom mlets 10 It appears that flow rate mcreases at the end of the nodes from eXlstmg to proposed conditions, for example C 1, C2, C3 and Belcher allmcrease m peak flow rate Please review and submlt compaflSon at the nodes glvmg the pre and post-development flow rates All of the above pnor to CDB Sohd Waste, No Comments Traffic Engineering: Development ReVIew Agenda - Thursday, December 2, 2004 - Page 37 Plannmg. I Provide pedestnan crosswalks with accessible ramps at allmtersectlons that have Sidewalks 2 Show 20' x 20' sight dIstance tnanglcs at all road way mtersectlOns per (City of Clearwater's Land Development Code) Objects wlthm the sight distance tnangles must not exceed 30" 10 height from the pavement 3 For dnveways show a typIcal detaIl of 20' x 20' sIght vlSlbtlty tnangles With a general note statmg "Objects W1thm the sight distance tnangles must not exceed 30" m height from the pavement" 4 All Dnveways must have a mtOlmUm length of 20' from face of garage to the back edge of Sidewalk 5 Add to General Note "All traffic signs and markmgs must conform With the current Manual on Umform Traffic Control Devices" 6 Show typical parkmg space dImenSIOn for the club house complymg With current City standards 7 ProVide SIdewalk to club house 8 Fire Department requirements must be satisfied for street end deSign 9 Subnut a reVised site plan 10 mclude any mttlgatlOn or Improvements as mdlcated by the subml tted traffic Impact study (da led 10-15 -04) 10 All of the above to be addressed pnor to COB ** Prior to the Issuance ofbUlldmg pemuts proVIde necessary nght-of-way pernuts from Pmellas County and/or FOOT, If there are any Improvements or work done on County or State nghls-of-way **Trafflc Impact Fees to be determmed and paId pnor to C 0 Development ReView Agenda - Thursday, December 2,2004 - Page 38 ApplicatIOn and plans do not mclude 2 1 acres located at the northw<;;1>t corner of the mtersectlOn of CountrysIde Boulevard and Entrepnse Road This IS presently the clubhouse/restaurant for the golf course, zoned Open SpacefRecreahon DIStrict ThiS "lot" must be meluded m the subdIvlslOn plat The survey must melude thiS 2 1 acres Per survey subrmtted and aenal photogl aphy, there IS eXlstmg asphalt pavement for the clubhouselrestaurant parkmg lot adjacent to Enterpnse Road that IS bemg splIt by the "lot hne," creatlllg a zero "etback on the "not mcluded" area fo do such, w1l1 need to process a Comprehensive Infill Redevelopment Project applicatiOn III the Open Space/RecreatIOn Dlstnct (the eXIstmg restaurant does not conform to the FLS cntena as It Will no longer be operated III conjunction With an active recreational use, It exceeds 25 percent of the GFA of the pnncIpal use [Ie clubhouse] and will be a nonconfomnng use under the OSfR DIstrict), subrmttmg all requlfed lllformatlon listed on the apphcatlOn form Additionally, the proposed Trebblano Road creates a zero setback to the Side property lme of thiS proposal and the "not mcluded" area (which must be mcluded m the Comp Infill apphcatlOn) AddItional concern IS that the "clubhouse"/"restaurant" may not have the reqmred parkmg If some of the parkmg IS removed Need to look at pnor approvals for thiS use and current Code parklllg reqmrements Must have these cases track together to CDB 2 Based on site plan and prelirrunary plat submItted, only 227 dwelling umts are proposed ReVise the apphcatlOn and narrative to 227 umts (not "not more than 280 umts" as presently indicated, as well as Development Agreement) 3 Proposed development appears to be named "Costa Verde at Countryside," not "CountrySide Executive Golf Course " ReVIse title block on all sheets to reflect proposed development name 4 Unclear why IS there a proposed Development Agreement? Based on the responses to cntena, It appears that the purpose IS to address buffenng and bmldmg heIghts, WhICh could be handled through the FLD case and through recordmg deed restrIctions Most setbacks and all buffenng exceed the mllllmum reqUirements ofthe Code 5 ReVIse response to General Applicability cntena #4 10 remove" ,If any" at end of response The Traffic Study should be Identlfymg Impacts and proposed solutIOns, which should be outlined m any plans as to any proposed constructIOn of Improvements 6 The proposal IS to rezone from OSfR to MDR Dlstnct, wInch the MDR District sets out a 25-foot front setback, five-foot Side setback and] O-foot rear setback Most reductIOns set forth m the dppheatlOn are not reductlOns to these setbacks ReVise the request to only show the followmg requests 1 Setback from Belcher Road front property lme to proposed Corvma Road IS mdlcated as 16 feet on Sheet 11 of 35 and III the applicatIOn Note WhIle] 6-feet IS proposed, Slaff cannot support thiS proposed reductIOn and recommends revlSlng the plans to meet the reqUired 25-foot front setback of the MDR Dlstnct to the pavement of Corvma Road ThiS Site IS presently vacant (golf course) and the proposal for a 16-foot setback IS a self-Imposed hardship, 2 Setback flOm "not mcluded" area to pavement of Trebb13no Road IS zero feet ThiS IS a Side setback reqUirement of five feet ThiS has not been mcluded m the request so far It IS unclear why tlllS new pnvate roadway must be deSIgned m the proposed configuratIOn or why It couldn't be moved westward to be an extenslOll of Malvas13 Road, and 3 Plans are undedr as to what IS happenlllg to the asphalt pavement along Enterpnse Road north of the "not 1I1cluded" portIOn, a~ to whether It IS rema1111Dg or not Neither the surveyor EXlstmg ConditIOns Sheet 3/35 show the eXlstmg asphalt pavement on the subject property, which both must be reVised to show thiS eXlstmg asphalt pavement !fto rernam, It would need to be mcluded 1ll the proposal as "nonresidential off-street parkmg" m the MDR Dlstnct, mcludmg a Side setback reductIon from five feet to zero feet and a front setback reducllon from 25 feet to x feet Staff"rnay" support leavmg the pavement where It IS and "may" recommend removmg pavement to meet the reqUIred 25-foot front setback If It IS to be removed, mdlcate such on all appropnate plans Development ReVIew Agenda - Thursday, December 2, 2004 - Page 39 7 Sheet I of 35 - InclUde III Land Use Data table a Proposed Paved Vehicular Areas - Parking lot for clubhouse (bounded by NebblOlo, TrebbIano and SanglOvese Roads) must be mcluded or more clearLy Iclenttfied!separated out as part of thiS calculatIOn b Proposed Intenor Landscape Area - ProvIde for parkmg lot of clubhouse parkmg lot (bounded by NebblOlo, Trebbmno and SanglOvese Roads) c Use under Cntena (nunlmax) - Ch.ll1ge Flexible Standard (Level I) to Flexible Development (Level 2) d Proposed GF A and FAR - PrOVide for" I ubhouse (bounded by N ebblOlo. Trebbmno and SanglOvese Roads) e Setbacks under CrIterIa (nunlmax) - PrOVide requued setbacks per MDR District f Include portIon of ex]stmg parkmg 10\ pavement adjacent to Enterpnse Road m eXlstmg and plOposed data (lftO remam) 8 Sheet 7 of 35 - Remove Land Use Data table from thiS sheet to aVOid duplicatIOn and Il1conslstency wIth table on Sheet 1 of 35 9 ReVIse eIther the application or the Land Use Data table to Il1dlCate the correct lot area of the property (e]ther 42 1 or 42 21 acres) 10 Sheets 2 - 6 of 35 - Include III Lmetype Legend all hnes used on plans (short dashed Ime, long dashed hne, longer Ime separated by two dots, etc ) 11 All Sheets - Indicate proposed street names on all sheets (not Just prehmmary plat) Sheets 7 - II of 35 - Remove "Road A - G" from plans 12 Proposal Includes the vacatIOn ofa ullhlY easement Has a complete vacatIon request been ~ubmltted to Engmeerll1g Department? 13 Two ~ets of Prehmmary Plats (Sheets 12 - 16 of 35) have been submitted, one With street names and one wIthout street names Remove set from resubnuttal package that doesn't have street names 14 Sheet 12 of 35 - Legend for "common area" and "mgress/egress easement" too close III shadmg ReVise 15 Provide. as part of sIte p Ian set, one sheet that shows the entire proposed development 16 Sheet 7 of35 - ReVise drIveway length III "typical sectIOn" from 18 feet to 20 feet ReVise all approprIate sheets to reflect thiS 20-foot drIveway dimenSIOn 17 Sheet I of 35 - Under General Notes #8 It IS mdlcated that mdlVldual Ulllt pIck-up ]S to be provided for sohd waste collectIOn Addlc~~ sohd waste collection for the clubhouse on Trebbwno Road If dumpster, show locatIOn, setbacks and details of enclosure Ifblack barrel. where wIillt be stored? 18 Site plan provides bUlldmg types w1th three, four, five and SIX UllltS m a bUlldmg Provide typical bUlldmg site plans and landscape plans for all bmldmg types, mcludIng dimenslOns of umts, dnveway WJdths and height (to nlld-pOInI ofpnched roof) Provide square footage of all UnIt types Provide all four elevatlOns for all blllldmg types, mcludmg proposed extenor materIals and color (at least front elevatIOn. elevatIOn must be rendered to mdlcate the proposed colors, other Sides must at least Indicate the color by name) Show all roof overhangs by dashed hnes (With dlmemwns of length/Width of overh<lng) Show all second floor balcOnies (If any) and all proposedlreqmred stoops PrOVIde floO! plans for typical Ulllt type, mcludmg any second floors On all appropnate sheets, but J.t least Shee ts 7-11/35, mdlca te on the Site plan the bUlldmg type (VenetJan, ete ) 19 Address slgnage for development Show locatIOn of slgnage. setbacks from property hnes, relatIOnship to SIght vlSlblhty trIangles, relatIonsh]p to landscapmg, front elevatlOn, Sign area (dImensIOned) and proposed colors 20 Stoops and patiO~ at the rear ofuml~ are ~tlU(,tures by the Code and must meet setback reqUirements Show all stoops and patIOs on all approprIate plans, mcludmg the d]menslOn to the eXlstmg, outSide property hnes If any patIOs are to be covered, mdlcate such 2\ ProVide reduced site plans, landscape plans and bUlldmg elevatIOns (8 5" X II "), color rendered for the flOnt elevatIOn, With resubnusslOn package for CDB 22 ProVIde J UStl fica tIon mall CII tena 1ll nal ra tl ve Exhibit B fOf all reductions or mcreases requested 23 ReVise response to Resldentlallnfill PlOJect cntena #7 - proposed height ofbUlldmgs IS not exceedlllg 30 7 feet, as stated III the Land Use Data table on Sheet 1 of 35. not the 35 feet md]cated III the response Ensure the proposed bUlldmg heIghts are to the rrud-pomt of the pItched roof 24 Sheets LA3 - LA 7 - ProVide dimenSIOn of width of proposed penmeter buffers Development ReVIew Agenda - rhursday, December 2, 2004 - Page 40 25 Sheets 7 - 11 of3) and LA3 - LA 7 - Show sight vlSlblhty tnangles on both sides of all mtersectlOns of puhhc and pnvate streets and of all pnvate streets AdditIOnally, show sight vlslblhty tnangles on both sides of dnveway for clubhouse on Trebbmno Road 26 Sheets LAS and LA6 - Enhance penmeter buffer adjacent to nonresIdential property to the north/east ofUnllS 93-97, 102-117 and 122-140 with a six-foot high solid fence along overall outsIde property lme 27 Sheet LA4- Fill In/extend proposed hedge m buffer west ofUmt 44 28 Provide a landscape plan for the clubhou~e and parkmg lot on Trebblano Road (Sheet LA3) 29 Sheet LA 7 - F 111m proposed hedge and tJ ees along south property Ime between Umts 211 and 227 30 IndIcate dnphne for all eXlstmg trees 31 Per Sectlon 3-1908 A, the City may reqUlre the undergroundmg of eXlstlg above ground utIhty faCilities m the public nghts-oF-way 32 The followmg penmeter buffers are reqlllrcd by SectIOn 3- I 202 D 1 Along Countryside Blvd, EnterprISe Road and Belcher Road - IS-foot Wide buffer, Along Laurelwood Dnve - lO-foot Wide buffer, Adjacent to Laurelwood Condo and Village on the Green Condo - lO-foot WIde buffer, Adjacent to Village on the Green PaM Homes - 12-foot Wide buffer, Adjacent to church and multI-family on north - I O-foot Wide buffer, and Adjacent to mdustnaI - lO-foot WIde buffer In all cases, based on the proposed sile plan, requued buffer Widths are met or exceeded 33 Ensure the Development Agleement matches the site plan as to acreage and proposed number of dwelling Units 34 Ensure the "concept plan" descllbed III and as an exhIbit to the Development Agreement matches the proposed SIll desIgn 35 Development Agleement states that the bUlJdmg heights Will not exceed 35 feet BUIldmg plans subnu tted do not appear to exceed 30 feet 111 height, as measured to the nudpolTIt of the pitched roof Is there a requested bUlldmg heIght Increase that the plans do not mdIcate? 36 BUlldmg elevations mcluded m the Development Agreement must match those elevations provided as part of the FLD case (all bUlldlllg types) Other: No Comments Notes. 11115 apphcatlOn IS msuffiClent for the CDB Submlt revised plans and applicatIOn package by noon on 12/22/04 for review by ORC on 1127/05 Development Review Agenda - Thursday, December 2, 2004 - Page 41 1 :00 pm Case Number, PLT2004-0lJu17 -- 2506 COillHRYS1DE BLVD Owner(s) Executive Corp Clw Inc 2506 CountrysIde Blvd Clearwater, FI 33763 TELEPHONE No Phone, FAX No Fax, E-MAIL No Email Applicant Beazer Homes CO! p A 1 ennessee Corp 2630 S Falkenberg Road Rlvervlew, F133569 TELEPHONE 813-663-9002, FAX No Fax, E-MAIL No Emml LocatIon 42 21 ACRES LOCATED AT THE NORTHWEST CORNER OF COUNTRYSIDE BOULEVARD AND ENTERPRISE ROAD AND ON THE EAST SIDE OF BELCHER ROAD, APPROXIMATELY 500 FEET SOUTH OF S R 580 Atlas Page 221 A Zonlllg Dlstnct OSIR, Open Spacc/RecreatlOn DIst Request Preliminary Plat for a 227-lot resIdential subdivIsion and one nonresldentlallot Propowd Use Attached dwellll1g~ Neighborhood Woodgate I & I1 AssoclatIon(s)' Clearwater, FI33763 2345 Ashmore Dnve TELEPHONE 727-791-0848 , FAX No Fax, E- MA IL Jdelotto@tampabay IT com Neighborhood Woodgate III NeIghbors Assoclatlon(s): Clearwater, FI 33763 2360 Hazlewood Lane TELEPHONE No Phone, FAX No Fax, E-MAIL No Email l'lcIghborhood Clearwater Neighborhoods CoalitIOn A \.;OCl3 tlOn( s) Clearwater, FI 33761 2544 Fnsco Dnve TELEPHONE 727-725-3345, FAX No Fax, E-MAIL DJw@gte net Presenter Wayne Wells, Planner III Attendees Included CITY STAFF WAYNE WELLS, CHIP GERLOCK, SCOTT RleE, JOE COLBERT, RICK ALBEE APPLICANT/REP E D ARMSTRONG, JAYNE SEARS, ED MAZUR The DRC reviewed tlus application With the tollowmg comments' General Engmeenng, I The follOWing to be addressed pnor to first bUlldmg permit 1) Common lot Illle between proposed lots 46 and 47 IS not labeled 2) Need a lelter from the postmaster applOv111g the proposed pnvate street names pnor to final plat subnuttal 3) Need a cross acccss/clOss park111g for both the entry dnve and also for the out parcel's asphalt, palklllg lot and the common area 4) All lines shall be labeled With a beanng and a dls\rance An curves must be shown to all pomts of intersectIOn 5) Sidewalk easements will be reqUired for all proposed Sidewalk segments that meander out of the proposed 40 ft mgress/egress 6) Pnvate dramage easements reqUIred for all storm mams outside 44 ft mgress/egress easement 7) Fmal plat to be recorded 8) Need to grant an addlt10nal easement for the eXIstmg 6" force mam If force mam meanders outside the eXIstmg 10 ft dramage and utIl1ty easement En \'Ironmental: No Conunents Fire: No Comments Harbor Master' No Comments Legal. No Conunents Land Resourus. No Comments Development ReVIew Agenda - Thursday, December 2,2004 - Page 42 .. LandscapIng' I see FLD2004-11 077 P.Irks and RecreatIon I Open Space/Recreatlon Impact fees are due pnor to final plat These fees could be substantIal and It IS recommended that you contact Deb Richter at 727-562-4817 to calculate the assessment Stormwater No Comments SolId W .Iste. No Conm1ents Tr.Iffic EngIneerIng. I ApplIcant to address conm1ents ofFLD2004-11077 PlannIng I See condItIons under FLD2004-11 077 Other No Comments Notes THIS APPLICATION IS INSUFFICIENT FOR THE CDB SUBMIT REVISED PLANS AND APPLICATION PACKAGE BY NOON ON 12/22/04 FOR REVIEW BY DRC ON 1/27/05 Development ReView Agenda - Thursday, December 2, 2004 - Page 43 Applicant ,,~~ 11..1..0+ t>>I2-C. ~~ . " 1.00 pm Case Number FLD2004-1. v 17 -- 2506 COUNTR YSlDE BLVD Executive Corp Clw Inc 2506 Countryside B]vd Clearwater, FI33763 TELEPHONE No Phone, FAX No Fax, E-MAIL No Eroml Bcazel Homes Corp 2630 S Falkenberg Road Rlvcrvlew, rI 33569 TELEPHONE 813-663-9002, FAX 8]3-663-9493, E-MA[L No Emad RepresentatIve' TImothy A Johnson, Jr, EsqulJe POBox 1368 Clearwater, Fl 33757-1368 TELEPHONE 727-461-1818, FAX 727-462-0365, E-MA]L tlmj@JPfirm com Location 42 2 I acres located at the nO! thwest cornel of Countryside Boulevard and Enterprise Road and 011 the east Side of Be lc her Road, appl oXlmate! y 500 feet south of S R 580 Atla~ P.lge 22] A ZOlllng DIstrict. OS/R, Open Space/Recteatlon DlSt Request ~ Je\.1ble Development to permit attached dwelhngs 111 the pi oposed MedIUm DenSity Resldentla! (MDR) Dlstnct with a reduction to the tront (west along Belcher Road) setback from 25 feet to ]6 feet (to pavement), a reductIOn to the SIde (east) setback horn five feet to zero feet (to pavement) and a reduction to the Side (south) setback from five feet to zero feet (to pavemenl), as a Resldentla! ] nn!! Project, under the proVISions of SectIOn 2-304 G Proposed Use Attached dwelhngs NClghborhood Woodgate III Neighbors A~socJallOn(s) C!canvater, FI 33763 2360 Hazlewood Lane TELEPHONl:: No Phone, FAX No Fax, E-MA]L No Emad Neighborhood Woodgate I & II A~~()uatlUn(~): Clearwater, FI 33763 2345 Ashmore Drive TELEPHONE 727-79[-0848, FAX No Fax, E-MAIL Jdelotto@tampabay If com Nelghbol hood Clearwater NelghbOlhoods CoahtlOn A~MllldtlOll(S). Clearwater, F] 33761 2544 Fnsco Dnve TELEPHONE 727-725-3345 FAX No Fax, E-MA]L Djw@gte net Pre~ellter Wayne Wells, Planner III Attendees Included CllY Staff Wayne Wells, ChIp Gerlock, Scott RIce, Joe Colbert, Rick Albee ApphcantlRep E D Aml~trong, Jdync SLar~, Ed MdZur Thc DRe re\'lewcd thiS application With the followmg comments General Engmeermg' Owner(s). Development ReVIew Agenda - Thursday, December 2, 2004 - Page 33 1) Need to show ,..~ setback dimenSIOn flOm edge of the stoop, nOl ~0mer of bUlldmg for eot 98, Sheet 9 of35 2) Need to subrmt complete applicatIOn for the vacatIon of the raw water Ime easement, Sheet 11 of15 3) Vehicles parked m dnveways cannot block sIdewalk 4) Consider movmg proposed sidewalk between Lots 64 and Lot 88 from the outside edge of the road curve and connectmg the sIdewalk between Lots 87 and 93 5) Label the eXlstmg roads on all applIcable sheets 6) Show the proposed road names on all applIcable sheets 7) All sanItary sewer servIce '",vye's" to be placed on an 8" sewer mam 8) Need to plovlde flows flOm new development and plOvlde mformatIon flOm eXlstmg lift station to see If the eXlstmg station can acconm10date these addItIOnal flows If not, the developer IS responsIble for lift statlonupglade Please contact LIsa Murnn @ 562-4581 with PublIc W orks/EngmeennglUulitles 9) The applicant will be responsible to connect plOposed gravity sewer mam to eXlstmg sanItary sewer lift statIOn, not By CIty as shown on Sheet 25 of 25 10) Need to provide construction notes for all proposed sal1ltary sewer mams on the utility plans II) Relocate the proposed sal1ltary sewer m the rear of lots 7 thru 20 to wlthm the common area, Sheet 25 of 35 12) Need to label ploposed sal1ltaIY sewel structUle #1 as a doghouse manhole on Sheet 25 of35 13) Relocate the ploposed sanItary sewer m the lear of Lots 218 thru 227 to wltlun the common area, sheet 29 of 35 14) If the bUlldmgs are requlled to be spnnkled or the applIcant deSIres to spnnkle the bUlldmgs, then the applIcant must provIde a File Hydlant Assembly (F H A ) for each FIre Department ConnectIOn (F DC), and mstall additIOnal fire hydrant(s) to meet Fire Department's reqUIrements 15) Proposed water taps to be provided by the city All applIcable fees to be paid for by applIcant 16) Development Right-of-Way Impact Fees per Oldman(.e Number 5969-96 (SectIon 1 3 e) [PublIc utIlIty connection - $10000 (No pavement cut, fee per each utIlity mvolved and per each connection)] [Public utilIty COlmectlon - $200 00 (Pavement cut fee per each utility mvolved and per each connectIOn)] See Steve Doherty (727)562-4773 m Room #220 at the MSB (Mul1lclpal Services BUlldmg) 17) All water mams shall be a mmlmum of 4-mch dIameter See Sheet 25 of 35 18) Loop plOposed watel mam servmg Lots 7 tluu lOon Sheet 25 of 35 19) A 10ft honzontal separation must be mamtall1ed between the proposed sal1ltary sewer mam and the proposed water mam 20) The sectIon of proposed 8" watel mam between Road "B" and Road "D" may be elirmnated unless reqlllred for flows 21) The proposed watel mam appUltenances at the mtelsectlon of Road "A" and Road "E", the "tee label" should be 8" x 8" tee with 1-8" gate valve, I - 8" X 6" leducerand 1 - 6" gate valve 22) The gate valves shown near the mtersectlOn of Road "F" and Road "E" should be mstalled at the plOposed "tee" 23) All FHA's mstalled greater than 10 ft flom a water mam shall be con~tructed with ductile Iron pipe and shall have a gate valve at the tee on the branch lme and at the FHA 24) Need to clanfy the proposed pIpe sizes fOI water mams on both Road "E" and Road "F", Sheet 26 of 35 25) Need to add construction notes to proposed water mams/fire hydrant mams where applicable 26) The proposed 2",1-1/2", and the 3/4" PVC watel mams on Sheet 27 of35 are not acceptable sizes The proposed water meters for Ul1lts 98-101 should be set from the proposed 8" water mam on easterly Side of Road "A", Sheet 27 of35 27) Need to move the proposed 12" x 8" tap at Road "A" and Enterpnse Road to the northerly Side of Road "A" and mstall a tee at the 90 degree bend to extend the mam along Road "E", move valve's, etc, see Sheet 26 of 35 28) Need to move the proposed 8" x 8" x 6" tee at Road "D" and Road "B" mterseetlon to be m lme With the plOposed water mam along the north SIde of Road "D", then mstall the plOposed 8" mam along the easterly Side of Road "B" north of Road "D" up to Road "E" then ClOSS Road "B", see Sheet 25 of 35 29) Need to relocate proposed utilitIes outSide the e'\lstmg 50 ft dralI1age easement 30) Need to show the eXlstmg well #64 on site plans 31) Need to show the e\.lstmg St Petelsburg WateIlme m profiles where applIcable Development ReView Agenda - Thulsday, December 2,2004 - Page 34 32) How wlI] ~ohu waste servICe be plOvlded fot the pI oposed c1uL> ,,>Juse) 32) NOTE AddItIOna] comments may be nelt:-~~ary based on the responses to cOl1dmons 33) Thl5 ORC I eVlew by the Engmeenng Department IS not an approval or review of any construction plans for perrlllttmg purpose~ All of the above to be addressed pnOi to C D B E nVlro lllllent ai' 1 Due to the wetland Impacts,reduced buffel zones, and decreased total pervIOus area/ll1crease m stormWJtel runoff, the City's environmental divIsIOn IS requull1g an enhancement of the wetlands to Il1dude dl edgmg a pOlliOn of the ([I:;ck located on sheet 19 ot the plan" 2 All exotic, mvaslve vegetatiOn mu"t bc remo\ed [!Om the project sIte dnd adjacent nght<;-of-way 3 All wet retention ponds-ltttoral zone must be p]Jllted- at least 35% Subrrut detaIl cross-seclIons of ponds to the enVtronmental dlVI~lOn pnol to bUlldmg pen11lt 4 OUlll1g constructiOn actlvll1es, such as dewatel mg. groundwater testll1g and/or NPDES perrrutlmg IS I CqUll ed as we II as nottficatlOns to FO EP and the City of Clearwater's envlronrnentJ] diVISion FIre: I Will any of the bUl]dlllgs be covered by Fire Spnnklers? 2 Where undcrglOund watel mams and hydrants are to be mstalled, they shall be Il1stalled. completed, and 1ll service pilar to constl11ctlOn as per NFP A 241 Please acknowledge PRIOR TO COB 3 ThIS DRC ReView by FIre is not an approval 01 revK w of any construction plans 01 documents other than site work PLEASE ACKNOWLEDGE Harbor Master: I No Issues Legal' 1 No Issues Land Resources It does not appear that the Tree InventOI y was utllrzed to presel ve any of the hIghly rated trees on sIte ReVise deSigns to pr~,,'.T\e dJl lIecs mtcd "G" good and HE", e;..cellent It appears that some trees can be Il1corporated mto the TaB of the retentIOn ponds ReVIse prIor to COB 2 Insure that the gradcs do not change too drasllcly at trees to be preserved ProVide pnor to COB 3 Show all trees to be preserved With thcIr CJnoplC" on ALL plans prIor to COB 4 Once the trees are shown on the ulIhty plan, IC'route utIlrtles to aVOid trees to be preserved prIor taCOS 5 ProVide a Tree PreservatIOn Plan prepal ed by a certified arborIst, consultmg arbonst, landscape al chltect or other speclahst m the field of arbollcultme l'hlS plan must show how the proposed bUlldmgs, parklllg, stormwater and utlhtles Impact the cntlcal root zones (dnp hnes) of tree to be preserved and how you plOpose to address these Impacts Ie, crown e]evatmg, root prumng and/or root aeratIOn systems Other data reqUired on thiS plan must show the trees canopy Ime, actual rree balllcade hmlts (2/3 of the dllp hne and/or m the root prune Imes If reqUired), and the tree bJrrIcade detail And any other pertment mformal1on relatmg to tree preservatIOn PrOVIde pnor to Build Pemlll Landscapmg 1 Per SectIOn 3- I 204 0 alllandscapmg must be protected from vehtcu]ar and pedestnan traffic by the mstallatlon of curbmg and wheel stops, or other protective deVices along the penmeter of any landscapmg which adJoll1s vehIcular use areas and Sidewalks These protective deVices "hall have a mll1llnum height of SIX Inches above grade SpeCIfically, along all Stl eets mstalI curbmg to aVOId dnvmg on the sod Curbmg can be tapered mto the dnve to be Oush dl the ~ldcWJlk The publiC palkmg spaces on the Site must also meet tl1lS reqUirement of the Code 2 ProVide the outlmes of ALL the tree canopIes and adjust plOposed trees to aVOld conflicts 3 Plan does not meet the reqUirements of pellmeler plantlllgs III Code SectIOn 3-1202 0 Area along Belcher Rd IS not meetmg the mll11111Um landscape buffer and could be levlsed to since the site IS large enough ReVise plJn to meet 15 foot mUlll11Um buffer reqUirement Perhaps after tile tree canopies are proVided tIllS Will be met As an added buffer Red Maple, Pond and Bald Cypress could be added 111 the retentIOn areas Development ReView Agenda - ThUlsday, December 2,2004 - Page 35 Parks and RecreatIOn Open Space/RecreatIOn Impact fees are due pl10r to Issuance ofbuIldmg pernuts or final plat (If applicable) whIchever OCCUIS first These fees could be substantial and It IS recommended that you contact Deb RIchter at 727-562-4817 to calculate the assessment Stormwater 1 Provide off-Site topographIc mfonnatlOn up to 50-feet off the property hnes and mcludmg the FFE of adjacent bUlldmgs 2 Provide more detaIled gradlllg wIth proposed gl ades sufficIent to determme flow paths In particular add more curb flow-hne elevatIons and the swales and paths around the bUlldll1gs 3 I f Road C IS crowned It appears water wIll pond near Sta 78+00 4 Please pipe dlschalge flOm OCS 100 nOI thward to lal gel sectIon of Curlew Creek 5 Relocate hIgh pomt on Road C flOm 72+50 toward CountrysIde Blvd to approxImately Sta 71 +50 to nunmuze flow towmd CountrysIde Blvd 6 WIth design of "Out Palcel" City of Clearwater will seek to have developer properly sIZe stOlm sewer adjacent to Countryside Blvd 7 Ahgn proposed dramage easement and Curlew Creek to bc centered m the easement and e"\tendmg at least from top of bank to top of bank 8 ProvIde calculatIOns for flow through culverts at roadway crossmgs 9 City has concern of runoff adversely Impactmg adjacent propertIes, especIally as the rear swales lose shape and subjected to modificatIOn Applicant must provide assurance Consider larger berms and the mcorpol atlon of addItional ditch bottom Inlets 10 It appem s that flow rate mcreases at the end of the nodcs flOm eXlstmg to proposed condItIOns, for example C I, C2, C3 and Belcher all mcrease In peak flow rate Please revIew and subnut companson at the nodes glVll1g the pre and post-development flow rates All of the above pnol to COB Solid Waste No Comments Traffic Engmeenng 1 1 ProvIde pedestnan crosswalks with accessIble ramps at all intersectIOns that have SIdewalks 2 Show 20' x 20' sight distance tnangles at all roadway mtersectlons per (City ofClearwatel's Land Development Code) Objccts wlthm the sIght dIstance tnangles must not exceed 30" m hClght from the pavement 3 For dnveways show a typical detail of20' x 20' sIght VISJbllty tnangles with a general note stating "Objects wlthll1 the sight distance tlIangles must not exceed 30" III heIght from thc pavement" 4 All Dnveways must have a mll1l1TIumlength of 20' from face of garage to the back edge of sldcwalk 5 Add to General Note "All traffic signs and markmgs must confornl wIth the current Manual on UOIform Traffic Control DevIces" 6 Show typIcal parkmg space dImenSIOn fOl the dub house complymg WIth current CIty standards 7 Plovlde Sidewalk to club housc 8 File Depmtment leqUlrements must be satIsfied fOJ street end deSign 9 Include any nutIgatlOn or Improvements as mdlcated by the submItted traffic Impact study (dated 10-15-04) to meet the reqll1red level-of-servlce of 0 or better at the analyzed roadway mtersectlons and It'S movements 10 ProVide necessary nght-of-way pernuts from Pmellas County and/or FDOT, If there are any Improvements or work done on County or State nghts-of-way 11 All of the above to be addressed pnor to CDB .. Traffic Impact Fees to be determmed and paId pnor to C 0 PlannIng Development ReView Agenda - Thursday, Dccembel 2, 2004 - Page 36 Application and plans do not mclude 2 1 acres located at the north\H;st corner of the mtersectlOn of Countryside Boulevard and Entrepnse Road This IS plesently the clubhouse/restaurant for the golf course, zoned Open Space/Recreation Dlstnct This "lot" must be mcluded m the subdivIsion plat The survey must mclude this 2 1 acres Per survey submitted and aenal photography, there IS eXlstmg asphalt pavement for the c1ubhouselrestaurant parkl11g lot adjacent to Enterpnse Road that IS be1l1g split by the "lot 11l1e," creatmg a zero setback on the "not 1l1cluded" alea To do such, WIll need to plOcess a Comprehensive Infill Redevelopment Project application 111 the Open SpacelRecreatlOn Dlstnct (the eXlstmg restaurant does not conform to the FLS cntena as It wIiI no longer be operated m conjunction with an acl1ve recreatIOnal use, It exceeds 25 percent of the GFA of the pnnclpaluse [Ie clubhouse] and wIiI be a nonconformmg use under thc OS/R DiStrict), subnutlmg allleqUlred mfOlmal1on listed on the applical10n form AdditIOnally, the proposed Trebbmno Road creates a zero setback to the Side property Ime of thIS plOposal and the "not I11cluded" a1ea (which must be mcluded m the Comp Tnfill application) AddItional concern IS that the "clubhouse"l"restaurant" may not have the reqUlred park1l1g If some of the parkmg IS removed Need to look at pnor approvals for tillS use and current Code parkmg reqUlrements Must have these cases track together to CDB 2 Based on site plan and prelimmary plat submitted, only 227 dwelling umts are proposed ReVise the application and narrative to 227 umts (not "not more than 280 umts" as presently 1l1dlcated, as well as Development Agreement) 3 Proposed development appears to be named "Costa Verde at Countryside," not "Countryside Executive Golf Course" ReVIse tIlle block on all sheets to reflect proposed development name 4 Unclear why IS there a proposed Development Agreement? Based on the responses to cntena, It appears that the purpose IS to address buffenng and bUlld1l1g heIghts, which could be handled through the FLD case and through recordmg deed restllctlons Most setbacks and all buffenng exceed the mmlmum requlrcments of the Code 5 ReVise response to General ApplicabilIty cntena #4 to remove" ,If any" at end of response The Traffic Study should be IdentIfY1l1g Impacts and proposed solutions, which should be outlmed m any plans as to any proposed constructIon of Improvements 6 The proposal IS to rezone from OS/R to MDR Dlstnct, which the MDR Dlstnct sets out a 25-foot front setback, five-foot Side setback and 10-foot real setback Most reductions set fOlih m the applicatIOn are not reducl10ns to these setbacks ReVise the request to only show the followmg requests I Setback from Belcher Road front property 11l1e to proposed Corvma Road IS 1l1dlcated as 16 feet on Sheet II of35 and 111 the applicatIon Note While 16-feet IS proposed, Staff cannot support thiS proposed reductIon and reconmlends revlsl11g the plans to meet the reqUlred 25-foot front setback of the MDR DIStllCt to the pavement of Corvl11a Road ThiS site IS presently vacant (golf course) and the proposal for a 16-foot setback IS a self-lffiposed hardship, 2 Setback from "not mcluded" area to pavement of Trebbmno Road IS zero feet ThIS IS a SIde setback requIrement of five feet ThiS has not been 1l1c1uded m the request so far It IS unclear why thiS new pnvate roadway must be deSigned m the plOposed configuration or why It couldn't be moved westward to be an extensIOn of Malvasla Road, and 3 Plans alc unclear as to what IS happen1l1g to the asphalt pavement along Enterpnse Road north of the "not 1l1cluded" porl1on, as to whether It IS rema1l11l1g or not NeIther the surveyor EXlstmg ConditIons Shcet 3/35 show the eXlst1l1g asphalt pavement on the subjcct plOperty, which both mu~t be revised to show thiS eXlstl11g asphalt pavement If to rcma1l1, It would need to be I11cluded 111 the proposal as "nonreSidential off-street parkmg" 111 the MDR DIStllCt, 1l1clud1l1g a Side setback reduction from five feet to zero feet and a front setback reduction from 25 feet to x feet Staff "may" SllPPOrt leav1l1g the pavement whele illS and "may" reconmlend remov1l1g pavement to meet the reqUlred 25-foot front setback If It IS to be removed, mdlcate sllch on all appropnate plans Development ReVIew Agenda - Thursday, December 2,2004 - Pagc 37 7 Sheet I of 35 - Inl-.ude m Land Use Data table a Proposed Paved Vehicular Areas - Parkmg lot for clubhouse (bounded by NebblOlo, Trebblano and SanglOvese Roads) must be mcluded OJ more clearly Identified/separated out as part of this calculatIOn b Proposed I ntel lor Landscape Area - ProvIde for parkmg lot of clubhouse parkmg lot (bounded by NebblOlo, Trebblano and SanglOvese Roads) c Use under Cntena (nun/max) - Change Flexible Standard (Levell) to FlexIble Development (Level 2) d Proposed GF A and FAR - Provide for clubhouse (bounded by NebblOlo, Trebblano and SanglOvese Roads) e Setbacks under Cntena (nun/max) - Provide reqUIred setbacks per MDR Dlstnct f Include portIOn of eXlstmg parkmg lot pavement adjacent to Enterpnse Road 111 eXlstmg and proposed data (If to remam) 8 Sheet 7 of 35 - Remove Land Use Data table flOm this sheet to aVOJd duplicatIOn and mconslstency with table on Sheet I of 35 9 ReVIse either the applicatIOn or the Land Use Data table to 111dlcate the correct lot area of the property (eIther 42 I or 42 21 acres) 10 Sheets 2 - 6 of35 - Include m Lmetype Legend all lines used on plans (short dashed Ime, long dashed Ime, longer Ime separated by two dots, etc ) II 1\"11 Sheets - IndIcate proposed stleet names on all sheets (not Just prelmunary plat) Sheets 7 - II of 35 - Remove "Road A - G" flOm plans 12 Proposal mcludes the vacatIOn of a utIlity easement Has a complete vacation request been submitted to Engmeenng Department) 13 Two sets of Prelinunary Plats (Sheets 12 - 16 of35) have been subnutted, one wIth street names and one without street names Remove set flOm resubnuttal package that doesn't have street names 14 Sheet 12 of35 - Legend for "common area" and "mgress/egress easement" too close m shadmg ReVIse 15 ProvIde, as part of sIte plan set, one sheet that shows the entIre proposed development 16 Sheet 7 of 35 - ReVIse dllveway length m "typIcal secl1on" from 18 feet to 20 feet ReVise all approprIate sheets to leflect tillS 20-foot drIveway dImenSIon 17 Sheet I of 35 - Under GeneJaI Notes #8 It IS mdlcated that mdlVldual umt pick-up IS to be provIded fOJ solid waste collectIOn Addre~s solid waste collectIon for the clubhouse on Trebblano Road If dumpster, show locatIon, setbacks and detaIls of enclosure Ifblack barrel, where will It be stored'} 18 SIte plan provides buIldmg types wIth three, fOlll, five and SIX UlUtS m a bUlldmg ProVide typical butldmg site plans and landscape plans for all bUlldmg types, mcludmg dImenSIons of U1lJts, dnveway Widths and height (to mld-pomt of pitched roof) Provide square footage of all UllIt types Provide all four elevatlon~ for all bUlldmg types, mcludmg proposed extenor matenals and color (at least front elevation, elevatIOn must be rendered to mdlcate the proposed colors, other SIdes must at least mdlcate the <.olor by name) Show all roof overhangs by dashed lines (with dimenSIons of length/wIdth of overhang) Show all second floor balcomes (If any) and all proposed/requlIed stoops ProVide floor plans fOJ typical Ulllt type, mcludmg any second floors On all applOpnate sheets, but at least Sheets 7-11/35, mdlcate on the site plan the bUlldmg type (Venetian, etc ) 19 -I lnrlear why" 8MI dl--~ue 19 R9t prnVlden <It png Elf tkbDlulo Roaa north or ;::,anglovese Road <Ind' --tit l-ud ufDukthr~QJg R~ht11 ufCOIVllla Ru!la.. 20 Address slgnage for development Show locatIon of slgnage, setbacks from property Imes, relatIOnship to Sight VISIbIlity tnangles, relatlOnslup to landscapmg, front elevatIOn, sign area (dimensIOned) and proposed colors 21 Stoops and patIOs at the rear of UllltS are structures by the Code and must meet setback reqUIrements Show all stoops and patIOs on all appropnate plans, mcludmg the dimenSIOn to the eXlstmg, outside property lines If any patios are to be covered, mdlcate such 22 ProVIde reduced sIte plans, landscape plans and bUlldmg elevations (8 5" X 11 "), color rendered fOJ the front elevation, With lesubnusslOn package [OJ CDB 23 ProVide JustIfication m all cntena m narratIve Exhibit B for all reductIOns or mcreases requested 24 ReVise lesponse to Resldentlallnfill Project cntena #7 - proposed height ofbUlldmgs IS not exceedmg 30 7 feet, as stated m the Land Use Data table on Sheet 1 of 35, not the 35 feet 111dlcated m the response Ensure the proposed bUlldmg heights are to the mld-pomt of the pitched roof 25 Sheets LA3 - LA 7 - ProVide dimenSIOn of Width of plOposed penmeter buffers Development ReView Agenda - ThUlsday, December 2,2004 - Page 38 26 Sheets 7 - 11 01 ..J..> dnd LA3 - LA 7 - Show sIght vIsIbIlity trIangles vol both sides of all rntelM:UlOns of public and pIlvdte streets dnd of all pllvate streets Addllionally, show sIght vIsIbility trIangles on- both sides of dllvewa} for clubhouse on TrebbJano Road 27 Sheets LAS and LA6 - Enhance penmetel buffer adjacent to nonresldentlal property to the north/east of Umts 93-97, 102-117 and 122-140 w1th a '-lx-foot high solid fence along ove1311 outSIde property lllle 28 Sheet LA4- Fill Ill/extend proposed hedge III buffer west ofUmt 44 29 PrOVIde a landscape'plan for the clubhouse and parking lot on Trebb13no Road (Sheet LA3) 30 Sheet LA 7 - Fill In proposed hedge and trees along !'outh plOperty lll1e between Unlls 211 and 227 31 IndIcate dl1phne fO! all eXlstmg tI ees 32 Pel SectIon 3-1908 A, the C1IY may reqUire the undergroundmg of eXlstlg above ground ut1hty faCllllies III the pubhc nghts-of-way 33 The followmg penmeter buffers ale reqUlred by SectIon 3-] 202 0 ] Along CountrySIde Blvd, Enterpnse Road and Belcher Road - IS-foot WIde buffer, Along Laurelwood DlIve - 10-foot WIde buffer, Adjacent to Laurelwood Condo and Village on the Green Condo - 1O-foot WIde buffer, Adjacent to Village on the Green PatIO Homes - 12-foot Wide buffer, Adjacent to church and multI-falmly on north - 10-foot WIde buffer, and Adjacent to mdustnal - 10-loot Wide buffer In all cases, based on the propo.',ed .',lte plan, rcqull ed buffer Widths ale met or exceeded 34 Ensure the:, Development Agreement matches the sIte plan as to acreage and proposed number of dwelhng Ul1lts 3S Ensure the "concept plan" descnbed III J.nd J.S an exhibit to the Development Agreement matches the proposed slle deSign 36 Development Agreement states that the bUlldmg heIghts Will not exceed 35 feet BUlldmg plans submItted do not appear to exceed 30 feet III heIght. as measured to the nudpolI1t of the pitched roof Is there a rcquested bUlldlllg heIght lllClease that the plans do not mdlcate? 37 B Lllldmg elevations ll1c1uded III the Deve lopment AgI eement must ma tch those e levatlOl1S prOVided as paIt of the rLD case (all bUlldll1g types) Other No Comments Noles 1 hiS applrcatlon IS I11sufficlent for the CDB Submit revised plans and appliCatIon pa(,kagc by nool1 on 12/22/04 for review by DRC on 1/27/05 Development ReView Agenda - Thursday, De(,ember 2,2004 - Page 39 On lIer(~). Case Nu 111 ber PL 12004-0lJv 17 -- 2506 COUNTR YSIOE 13L VO 1 : 00 pm Applicant Execullve Corp Clw Inc 2506 Countryside Blvd Clearwater, FI 33763 1 ELEPHONE No Phone, FAX No Fax, E-MAIL No Emall Beazer Homes Corp A Tennes~ee Corp 2630 S Falkenberg Road Rlvervlew, FI 33569 TELEPHONE 813-663-9002, FAX No Fax, E-MAIL No Emml LOCdtlOn 4221 ACRES LOCATED A r THE NORTHWEST CORNER OF COUNTRYSIDE BOULEVARD AND ENTERPRISE ROAD AND ON rHE EAST SIDE OF BELCHER ROAD, APPROXIMATELY 500 FEET SOUTH OF S R 580 Atlas Page 221A ZOl1lng District' OS/R, Open Space/Recreallon Dlst Request. Prellmmary Plat for a 227-lot residential subdivIsion and one nonresldentlallot Proposed Use. Attached dwelhngs Neighborhood Woodgate I & 11 ASSOclatiOn(s): Clealwater, FI 33763 2345 AshmOle Dnve rELEP\-lONE 727-791-0848 FAX No Fa..., E-MAIL JdtlOllo@tampabay rr com Neighborhood Woodgate [II NelghbOls ASsoclatlOn(s) Clearwatel, Fl 33763 2360 Hazlewood Lane TELEPHONE No Phonc, FAX No Fax, E-MAIL No Em311 Neighborhood Clearwater Neighborhoods CoalitIOn AssoclatlOn(s)' Clearwater, Fl 33761 2544 FIlSCO Dnve TELEPHONE 727-725-3345, FAX No Fax, E-MAIL Dj\v@gtenet Presenter Wayne Wells, Planner III Attendees Included CITY STAFF WAYNE WELLS, CHIP GERLOCK, SCOTT RICE, JOE COLBERT, RICK ALBEE APPLICANT/IU:P ED A.RMSTRONG, JAYNE SFARS, ED MAZUR The DRe revlcwed thiS application with thc followll1g comments General Englnccring: 1 The followmg to be addlessed pnor to filst bUlldlllg perrmt 1) Common lot hne between proposed lots 46 and 47 IS not labeled 2) Need a letter from the postmaster approvmg the proposed pnvate street names pnor to final plat submittal 3) Need a cross access/cros~ parkmg for both the entry dllve and also for the out pan,e!'s asphalt, parklllg lot and the common area 4) A lllmes shall bc labeled WIth a beall ng and a dlstrance A I I curves mu~ t be shown to al I pomts of mtersectlon 5) Sldewalk easements will be requlled fO! all proposed sidewalk ~egments that meander oul of Ihe proposed 40 ft mgl ess/egrc~s . 6) Private dramage easements required for all storm mams outside 44 ft lIIgress/egress easement 7) Fmal plat to be recorded 8) Need to grant an addItIOnal easement for the e^l~tll1g 6" force mamlf force mam meanders outside the eXIsting 10 ft dramage and Utlltty easement Environmental: No Comments Fire. No Comments Harbor Master' No Comments Legal. No Comments Land Resourccs, No Comments Developmenl ReView Agenda - 'llllJlsday, December 2, 2004 - Page 40 LandscaplIlg I see FLD2004-II 077 Parks and Recreation Open Space/RecreatIOn Impact fees are due pllor to final plat These fees could be substantIal and It IS reconul1ended that you contact Deb Richter at 727-562-4817 to calculate the assessment Stormwater No Comments Solid Waste No Comments Tr a mc Engllleenng I Applicant to address conm1ents of FLD2004-11 077 Pia nnlllg 1 See conditIOns under FLD2004-11 077 Other No Comments Notes THIS APPLICATION IS INSUFFICIENT FOR THE COB SUBMIT REVISED PLANS AND APPLICATION PACKAGE BY NOON ON 12/22/04 FOR REVIEW BY DRC ON 1/27/05 Development ReVIew Agenda - Thursday, December 2, 2004 - Page 41 . .. From Sent To Subject FYI Clayton, Gina Wednesday, November 24,2004447 PM Wells, Wayne FW Legal Determination for Dogwater Cafe ----- 0 rI 9 Inal M essag e -.--- From Dougall-Sides, Leslie Sent: Wednesday, November 24, 2004 4 35 PM To. Mariano, Marc Cc Clayton, Gina, 'mmarlano@tbegroup com' Subject RE Legal Determination for Dogwater Cafe I have reViewed Ordinance No 2623-82 and former Code Sections 40 261 through 40266 [PDs] and 40561 through 40566 [OS/R Dlstnct] The restaurant was approved as a part of the Recreational Planned Development The Ordinance mentions that the restaurant IS open and available to the general publiC Without reference to utilization of the golf course faCIlities, and also states that the CountrYSide Executive Golf Course Includes the club house and that the restaurant shaH be considered as permitted under the Recreational Planned Development Dlstnct The Dlstnct Will apparently no longer eXist except for the restaurant The current definition of "nonconforming use" IS "any use of a bUilding, structure or land lawfully established that does not comply With the prOVISions for the zoning dlstnct In which It IS situated" The current zoning code does not have a Recreational Planned Development zoning dlstnct The closest analogous dlstnct. the OS/R Dlstnct, does allow restaurants as FleXible Standard Development or possibly as a ComprehenSive Inflll project I don't know whether the restaurant would be considered to fall Within the applicable cntena for approval If the applicant Wishes to pursue an OS/R application for FleXible Standard or ComprehenSive Inflll development, and thiS IS approvable, that would be one option If the applicant does not Wish to pursue that and/or It could not be approved, IllS my opinion that to the extent that 1115 nonconformmg [It may not be], It could remain as a nonconforming use In the OS/R zoning dlstnct and would not need to pursue a land use category amendment and rezoning to CommerCial -----Original Message----- From. Manana, Marc Sent Wednesday, November 24, 2004 4 08 PM To Dougall-Sides, Leslie Cc Clayton, Gma, 'mmanano@tbegroup com' Subject. Legal Determmatlon for Dogwater Cafe Leslie, Do we have a legal determmatlon for the dogwater cafe With relation to the 1982 zoning ordinance that was dug up by Tim Most Importantly, are they legally permitted to continue to operate a restaurant on that site that IS conforming, or would that be a non-conforming structure If the golf course were to go away Thanks, Marc ,/ \J , -- DEVELOPMENT AGREEMENT THIS DEVELOPMENT AGREEMENT ("AGREEMENT") IS dated , 2004, effective as provIded In Section 5 of this Agreement, and entered Into between EXECUTIVE CORPORATION OF CLEARWATER, INC, a Flonda corporation ("OWNER"), and the CITY OF CLEARWATER, FLORIDA, a political subdIvIsion of the State of Florrda acting through ItS City Council ("COUNCIL"), the governing body thereof ("CITY") REC!IALS A. Sections 163 3220 - 163 3243, Flonda Statutes, which set forth the Flonda Local Government Development Agreement Act ("ACT"), authorize the CITY to enter Into binding development agreements with persons haVing a legal or eqUitable interest In real property located within the corporate limits of the Clty_ B Under Section 1633223 of the ACT, the CITY has adopted Section 4-606 of the City of Clearwater Community Development Code ("CODE"), establishing procedures and reqUirements to conSIder and enter Into development agreements. 4\" 1. .1,.. \ C OWNER owns approximately (4'2:i) acres mol of real property ("PROPERTY") In the corporate limits of the C~re particularly descnbed on ExhIbit "A" attached hereto and Incorporated herem ~1 o OWNER or ItS successor, deSires to develop the Property as a townhome community, consisting of not more than 80 Units, generally conformmg to the concept plan ("CONCEPT PLAN") shown on x Iblt "B" attached hereto and Incorporated herein E The PROPERTY currently has a land use deSignatIon of Recreation/Open Spa ce a nd IS zo ned OS/R 'J "l. .1.- \ ;~ In order 10 develop Ihe PROPERlY, conslslmg ofl'421\acres, Wllh !!I!JQ 80 eSldentlal units, OWNER has requested that the City pl~e following on the PROP RTY (I) a land use deSIgnation of ReSidential Urban (75 units/acre) and (II) a zoning deSignation of bMDR (bew-Medlum DenSity ReSidential) G The CITY and OWNER have determined that It would be mutually benefiCial to enter Into a development agreement governing the matters set forth herein and have negotiated thiS AGREEMENT In accordance With the CODE and the ACT H The CITY has found that the terms of, and future development orders associated With, thiS AGREEMENT are conslstent-wlth-the.Glty-Gomprehenslve Plan and the CODE ' ',--' n 1'::- 11 \-', /7 j,-""""J f--- \ 1:::"- I' L_:".,..I I! 1\' / j 1_-:.. 1 f"'"-"""lf\.,~ I_~ \ ~'~!.- II 't! ~l \ ~ ,_ _. lJ _ _ - I I ____n ~~_ __ _____:: " , 'r j (, , \ ";\ " I ,~^ LI ; , 0 ~I Gi r~IL1-\, ~,_~ I r,> i1~11 ~! ( '1 ) STATEMENT OF AGREEMENT In consideration of and In reliance upon the premises, the mutual covenants contained herein, and other good and valuable consideratIon, the receipt and sufficiency of which are hereby acknowledged, the partIes hereto Intending to be legally bound and In accordance with the ACT, agree as follows SECTION 1 RECITALS AGREEMENT The above recitals are true and correct and are a part of thIs SECTION 2. INCORPORATION OF THE ACT This AGREEMENT IS entered Into In compliance with and under the authonty of the CODE and the ACT, the terms of which as of the date of this AGREEMENT are Incorporated herein by this reference and made a part of thIs AGREEMENT. Words used In this AGREEMENT without definition that are defined In the ACT shall have the same meaning In this AGREEMEt;JT as In the ACT SECTION 3 PROPERTY SUBJECT TO THIS AGREEMENT The PROPERTY IS subject to this AGREEMENT. SECTION 4 OWNERSHIP The PROPERTY IS owned m fee Simple by OWNER SECTION 5 EFFECTIVE DATE/DuRATION OF THIS AGREEMENT 5 1 This AGREEMENT shall become effective as proVided for by the ACT and shall be contingent upon 5 1 1 Obtalnmg fmal approval, and effectiveness of a land use designation of ReSIdential Urban and a ZOning designation of bMDR as requested on the PROPERTY, and 51 2 Conveyance by OWNER of the PROPERTY to Beazer Homes Corp, a Tennessee corporation 52 This AGREEMENT shall continue In effect until terminated as defined herem but for a penod not to exceed five (5) years SECTION 6 OBLIGATIONS UNDER THIS AGREEMENT 6 1 Obligations of the OWNER 6 1 1 The obligations under this AGREEMENT shall be blndmg on OWNER, Its successors or assigns 6 1 2 At the time of development of the PROPERTY, OWNER Will submit such applicatIons and documentation as are required by I?y{ ,~'!I1d_ shall comply WIth the City's CODE applicable at the tIme of developmenfie;':J18W _ ~ \ \ /- __J ,--'- I , If.) I L- " \ J '! - ] ~~"'\ l'-~"':Ji -~1 11:- 1\ ( \ "---! I ~ I l \} ...J \ j , '~ 1 _I '\ L.. ~ - I : I l ! , I -, '(" r) 1 I" 1 i\ I 1\ l t '? I, J r1~ 11 ~::5 V~~)J-\ _I, , , [ , 1 \: l -!.&:. ~ ~ ' ~ \ 6 1 3 The following restnctlons shall apply to development of the PROPERTY 6 1.3 1 The PROPERTY shall be developed substantIally In conformance with the CONCEPT PLAN The population denSity, bUlldlnq intensity, and bUlldmq helqhts are shown on the CONCEPT PLAN The locatIons of the ponds shown on the CONCEPT PLAN are approXimate and may chanqe as a result of the requirements of applicable requlatory aqencles eet (two stones}--fef xlstmg 6132 ctructuroc 310ng th recldentl31 deveJepmentc ond (II) 12 fect (three ctones) for 311 other structurec BUilding height shall not exceed 6 1 33 The architectural style of the townhomes to be constructed on the Property shall be substantially as shown on the rendenngs attached hereto as Exhibit "C " 6 1 3.4 The landscape buffenng for the westerly side of the Property adjacent to eXisting residential development shall be substantially as descnbed on ExhIbIt "D" attached hereto 6 1 3 5 fOther f.3Gtentlol conditions] The OWNER shall construct at Its cost an extension of a turn lane on CountrysIde Blvd as shown on the CONCEPT PLAN and shall post the secunty therefor as required by CODE &4-606 G 1 e 6 1 36 The OWNER shall qrant (I) an access easement to the CITY over that portion of the real property descnbed on Exhibit "E" attached hereto that IS used for access to the PROPERTY and (IJ) a utrllty easement for water service fIve (5) feet on either SIde of the constructed water lines on the PROPERTY simultaneously with vacation by the CITY of that portion of the easement recorded In 0 R Book 4223, Paqe 1502, of the Public Records of Plnellas County, FlOrida, that relates to two (2) water well sItes that have been abandoned bv the CITY 6 1 4 Pnor to Issuance of the first bUilding permit for the PROPERTY, Owner shall record a deed restnctlon encumbering the PROPERTY, which deed restriction shall be approved as to form by the City Attorney (which approval shall not be unreasonably Withheld) and which Will generally describe the development limitations of thiS AGREEMENT The deed restrictIon shall be perpetual and may be amended or terminated only With the consent of the CITY, which consent shall not be unreasonably Withheld 6 2 Obligations of the City 621 Concurrent With the approval of thIS AGREEMENT, the COUNCIL shall promptlv process amendments to the land use plan and zonIng I :".. '1 I \ } j 1 ---: {-" 1 ~ !\ I f\ -1 I 3 : r' () j \ t > i ~', 1-\ i j; I 1 I, "\ \. ~ \, \!:. 0 '~In '11 -. I ! I \ IlJ}. , l - J 1- JU"! ' 1 r-)';/ I i \ !,,~~~- f- ~ _ ~_~_~ J ! , ,-" " -~ ---- ) '\ desIgnation for the PROPERTY as set forth In Recital F above, all In accordance wIth the CODE 622 City will approve site and constructIon plans for the PROPERTY that are consIstent with the Comprehensive Plan and the CONCEPT PLAN and that meet the reqUIrements of the CODE 623 To the maximum extent allowed by law, the CITY shall utilize transportation Impact fees paid to It by the OWNER In connection with the proposed development for the deslqn. permltllnq, and construction of the transportation Improvement reqUIred at the intersectIon of State Road 580 and Enterprise to mltlqate the transportation Impacts of the proposed development 624 The Cltv shall vacate the easements described In Section 6 1 36 ~6 2 5The final effectiveness of the redeslgnatlons referenced In Section 6 2 1 IS subject to 6 2 ~J 1 The provIsions of Chapter 125 and 163, Florida Statutes, as they may govern such amendments, and 62.5.d 2 The eXpiration of any appeal periods or, If an appeal IS filed, at the conclUSIon of such appeal SECTION 7 PUBLIC FACILITIES TO SERVICE DEVELOPMENT The followmg public faCIlities are presently available to the PROPERTY from the sources indicated below Development of the PROPERTY Will be governed by the concurrency ordinance proVIsions applicable at the time of development approval With respect to transportation, the concurrency proVIsions for the proposed development have been met 7.1 Potable water from the CITY 72 Sewer service IS currently proVided by the CITY 7 3 FIre protection from the CITY. 74 Drainage faCilities for the parcel Will be provided by OWNER 74 Reclaimed water from the CITY SECTION 8 REQUIRED LOCAL GOVERNMENT PERMITS The requIred local government development permits for development of the PROPE8TY _~nclude, Without limitation, the follOWing. 4 ..--~~~ - "' j .~L~ II! '\ ; I L~/ t'd l\.l 1111~'n q \ G \ \\\1-\ I 1 : ~) , '^' 1 :- ''rl' I I I I (J /Glli I 11.-", , . , I \ I I I I I / I .~~ ~~ ~..,. I - 'j __ J I L \ ~I .r r J....1l~1 'ljl r I " , \ I 8 1_ Site plan approval(s) and associated utilIty lIcenses, access, and nght-af-way utIlization permIts, 82 Construction plan approval(s). 8 3 BUilding perrnlt(s), and 84 Certlflcate(s) of occupancy SECTION 9 CONSISTENCY The CITY finds that development of the PROPERTY consistent wIth the terms of thIs AGREEMENT IS consistent with the City ComprehensIve Plan SECTION 10 TERMINATION 10 1 If OWNER'S obligations set forth in this AGREEMENT are not followed In a timely manner, as determined by the CIty Manager, after notice to OWNER and an opportunity to be heard, eXisting permIts shall be administratIvely suspended and Issuance of new permits suspended until OWNER has fulfilled Its obligations Failure timely to fulfIll ItS obligations may serve as a basIs for termination of thIs AGREEMENT by the CITY, at the dIscretion of the CITY and after notice to OWNER and an opportunity for OWNER to be heard. SECTION 11 OTHER TERMS AND CONDITIONS 11 1 Except In the case of termination, until five (5) years after the date of this AGREEMENT, the PROPERTY shall not be subject to downzonlng, Unit density reductIon, or intensity reduction, unless the CITY has held a public heanng and determined 11 1 1 That substantial changes have occurred In pertinent conditions eXisting at the time of approval of this AGREEMENT, or 11 1 2 ThIs AGREEMENT IS based on substantially Inaccurate information provided by OWNER; or 11 1 3 That the change IS essential to the public health, safety or welfare SECTION 12 COMPLIANCE WITH LAW The failure of this AGREEMENT to address any particular permit, condition, term or restnctlon shall not reheve OWNER from the necessity of complYing with the law governing such permitting requirements, conditions, terms or restnctlons SECTION 13 NOTICES Notlces and communlcatlons required or desired to be given under this Agreement shall be gIven to the partIes by hand delivery, by nationally recognized overnight cou ner service such as - FederaL Express,- or -by- certified mall, :r~ I ' II ~ [ : I 5 OR\G\NAL r~_-"/--"")I-r--.Jrl:\Jnl.--=-l r- l'"'" ~ j 1,-- II I........." ......I'.u.::.. I I - \ ,/ 1 I ~-=- I : \// II -...... I '\ ~.- ..... l L, \...... '-_ ~ l l ~ -- - --~~~-~- ~ (I('T ~U I !:; ipnJ"i ""~ ....J ~..1i , j, ! \ : , , I I , 1 - ~ _"1<1. I .- (~ ,.... I I j return receIpt requested, addressed as follows (copies as provIded below shall be requrred for proper notice to be grven) If to OWNER ExecutIve Corporation of Clearwater, Inc 5260 South Landmgs Dnve, Anel #704 Fort Myers, FL 33919 Wrth copy to Timothy A Johnson, Jr , Esquire Johnson, Pope, Bokor, Ruppel & Burns, LLP 911 Chestnut St Clearwater. FL 33756 If to CITY City Councrl of City of Clearwater c/o Crty Manager 112 South Osceola Avenue POBox 4748 Clearwater, FL 33756 Properly addressed, postage prepaid, notIces or communrcatlons shall be deemed delrvered and received on the day of hand delrvery, the next busrness day after deposIt With an overnrght courier service for next day delivery, or on the third (3rd) day follOWing deposrt In the Umted States marl, certified mall, return receipt requested The parties may change the addresses set forth above (including the additIon of a mortgagee to receive caples of all notices), by notice In accordance wrth thIS Section SECTION 14 RICHTTO CURE OV\,1NER Will not be doemed to h3.'y'e f3rlcd te-oomj:Hy With the terms of thrc ^CREEMENT until O'JlJNER-SRatI-flave received notIce from-tAe CITY of the CJllcged non compll3.nce 3.nd untIl the explf;:tt!e-A-ef 3. re3.son3ble period afteF recolpt of cuch notice to cure such non compliance 'Nhethcr the time panod h3.G been reasonable shall be based on the nature-of the non comph:::mcc and shn\.l-be determined I~Re-JHEl9fACnt of the Crty ^dmlflfstfator, reason3.bly cxcrclccdlNTENTIONALL Y OMITTED SECTION 15 MINOR NON-COMPLIANCE OWNER Will not be deemed to have failed to comply With the terms of thiS AGREEMENT In the event such non-complIance, In the Judgment of the City Administrator, reasonably exercised, IS a minor or inconsequential nature SECTION 16. COVENANT OF COOPERATION The partIes shall cooperate WIth and deal With each other In good faIth and assist each other In the performance of the provIsions of thiS AGREEMENT and In achlevmg the completion of development of the PROPERTY - - - -.,\ ( - l --~"t. ' , ' ! 1"= " l I' ~ 1 _~ 1 ~ \ l \! 1 I - - - I i \ :\ ~~'.; 0 R I GJ ,~JA ~i ,)/1 . II \ ~ .~ ~>>,1 -- 6 i ~~ --- -; ! ',[ ,[ i - , \ \ SECTION 17 ApPROVALS Whenever an approval or consent IS required under or contemplated by this AGREEMENT such approval or consent shall not be unreasonably withheld, delayed or conditioned All such approvals and consents shall be requested and granted In writing SECTION 18 COMPLETION OF AGREEMENT Upon the completion of performance of thIs AGREEMENT or ItS revocation or termination. a statement eVidencing such completIon, revocatIon or termination shall be sIgned by the partIes hereto and recorded In the official records of the CITY SECTION 19 ENTIRE AGREEMENT This AGREEMENT (including any and all Exhibits attached hereto all of which are a part of this AGREEMENT to the same extent as If such ExhibIts were set forth In full In the body of thIs AGREEMENT), constItutes the entire agreement between the partIes hereto pertaining to the subject matter hereof SECTION 20 CONSTRUCTION The titles, captions and section numbers In this AGREEMENT are Inserted for convenient reference only and do not define or Irmit the scope or Intent and should not be used In the interpretatIon of any section, subsection or provIsion of thiS AGREEMENT. Whenever the context reqUires or permits, the singular shall Include the plural, and plural shall Include the SIngular and any reference In thiS AGREEMENT to OWNER Includes OWNER'S successors or assIgns ThIS AGREEMENT was the productIon of negotiations between representatives for the CITY and OWNER and the language of the Agreement should be given Its plain and ordinary meaning and should not be construed against any party hereto If any term or provIsion of thiS AGREEMENT IS susceptIble to more than one interpretation, one or more of which render It valid and enforceable, and one or more of which would render It Invalid or unenforceable, such term or proVIsIon shall be construed In a manner that would render It valid and enforceable SECTION 21 PARTIAL INVALIDITY If any term or proVIsion of thIS AGREEMENT or the application thereof to any person or circumstance IS declared Invalid or unenforceable, the remaInder of thiS AGREEMENT, Including any valid portion of the invalid term or proVIsion and the application of such invalid term or proVIsion to circumstances other than those as to which It IS held Invalid or unenforceable, shall not be affected thereby and shall With the remainder of thIS AGREEMENT continue unmodIfied and In full force and effect NotwIthstanding the foregoing. If such responsibilities of any party thereto to the extent that the purpose of thIS AGREEMENT or the benefits sought to be received hereunder are frustrated, such party shall have the fight to termmate thiS AGREEMENT upon fifteen (15) days notice to the other parties SECTION 22 CODE AMENDMENTS Subsequently adopted ordinances and codes of the CITY whIch are of general application not governing the development of land shall be applicable to the PROPERTY, and such modifications are specifically anticipated In thIS AGREEMENT , ,,0 R \-G \ N-/\ L 'l' 1 r OCT 2 h ;;1....,1 r J .......UUt I .:. :;,'" ". , t ~ _ 1 ~ J ~ --......" -- ~-.........1 1(:: ";t ":1- -,...~ I ,.. \r '-L\.)f- 1,..~LN [ ~- ("... 7 ~-, '\ \ SECTION 23 GOVERNING LAW This AGREEMENT shall be governed by and construed In accordance wIth the laws of the State of Florida without regard to the conflict of laws principles of such state SECTION 24 COUNTERPARTS This AGREEMENT may be executed in counterparts, all of whIch together shall contmue one and the same Instrument IN WITNESS WHEREOF, the partIes have hereto executed this AGREEMENT the date and year first above wntten [End of Substantive ProvIsions, SIgnature Page to follow] , c-..:;: ( ~\ (r:- I';> (i rr~.:I r- " 'l_ q I" ': '1'1' : ~ l I ~_ I ~ ~~ I 1 J ...~ I J _ -' I' I J \ 'I ,1_ _ ' I ~ - I\..,_ J L_ I I W _~.1 ~ , ! : ('~ i p:2~[Jfj, ~ l,.J I \ I \.,." I I < - J ,-\ '-1)-\iLI~r-= fr~ I:'" - ~ ;:~ ,.. ::,E:d,'ICE' 8 CITy or ClErH. WITNESSES \ - Printed Name Printed Name Printed Name Printed Name - ------- -- - - -:-r-~ JI (-,.:=1 r ~J 1 J I ~_.........., l ~ ~ \ \i, \ ~-- -, 'I 'J I ~.. \L J \J \~ I~ _J..... '-~- _ _ __- I Del 2 5 200!1 A \ ,_O-R \ Ci\-~' -~ ~ I' 1("" .r,;'~ :lr'"\ ~ - I ~ ........... 'f~ "'J t!\ f ~t~~1. J\f~L ~LE ,'- 0(" (" '-' _-' - ~_..-~~~- II;,..... ..._ ........---"-- .-~ , I \ \ EXECUTIVE CORPORATION OF CLEARWATER, INC. a Flonda corporation By S. Lee Crouch PresIdent CITY OF CLEARWATER, FLORIDA By' Brran Aungst, Mayor Attest Cynthia E Goudeau, City Clerk Approved as to Form: Pamela AkIn, City Attorney 9 STATE OF FLORIDA CITY OF PINELLAS ) The foregoing Instrument was acknowledged before me this August , 2004, by S Lee Crouch, as PresIdent of EXECUTIVE CORPORATION OF CLEARWATER, INC, a Florida corporation, on behalf of the corporatlon, who 0 IS personally known to me or who 0 produced as Identification Notary Public Print Name STATE OF FLORIDA ) CITY OF PINELLAS ) The foregoing Instrument was acknowledged before me this _ day of . 2004, by Brian Aungst, as Mayor of the City of Clearwater, Flonda, who 0 IS personally known to me or who D produced Id e n tlflcatJo n Notary Public Print Name Exhibits A Leqal Description of Property B Concept Plan C BUlldlnq Elevations o Perimeter Landscape Buffer E Le!=lal Description of Access Easement Parcel I 10/25/041006 AMWJ06IG4-09"@'AM 45403 108701 I #326185 112 -- Beazer/Dev AQt#326-l85-v-1--BeazerfQey-Agt , -. ~... i r _1 i ~'\ f - \ F'""~ lL..i I ~- : \ \ j \ IC-_ L\.... ~J 1 l / I l_ - , '- ~ "_-. _ __ i .~" ~ -"--- - -- - - :\! 1'\ I! .,~~.\ [)' \~\ ~ I\., 'I II I , I ' ~- i Ii: \ i U J ) ~ \(~V' 1 1.'.. II ii" ! - j \ l '--"', I t_~ - - - ~ - ~ C"'II f r,p"..H:',/ ) i f ~ I ~_L j,"'f..." Lt ~ l S '-: [--.LJ1C ,_~ ''''1 f~ ~,,~ 1 '-r: fi. 10 - ~ ~-~- ~ ~&.~~---- EXHIBIT "A" \ LEGAL DESCRIPTION: A Iract a 1 I and I y' og ,n Seat, on. 30 and 31 To"n.hl p 2.6 Soulh Ronge 16 P,nella. Counly Florida and be'"g mo,o porl,eulo,ly d..crobed o. lolto.... C()fo,fvlENCE 01 Ihe Wul f/4 Corner of co,d Secllon 30 /heoce cuo Soulh 0419'55" Eo.1 along Ihe .....1 I 'ne 01 00' d See! Ian 30 fa, 444 6S feel Ihence Souf h 89'55' 13" Eo.l lor 50 01 leel 10 the ~OINT OF BEGINNING Ihooce conl,oue South 89455' 13" Eoct for 155845 leel to a po.nl on Ihe ...ed I,oe 01 Ouned,n lndt.l:l:trial' Ptlrklll ClIii rllicorded In Plat BOoCk 64. PQgc 76 Rc-eordli '01 Plnerr05 County Ff~rl~g .thenc.e South 0'04'47" We.1 lor 93736 feal 10 Iha .outh...ell co,ne, of .o,d Pial lhence Soulh 69 55 13 Eo.1 olong Ihe .oulh I,no 01 .o'd pial 10,2.4755 1001100 po'ol on Ihe ...o.terly ,Ighl-ol-...oy I'oe of Enle,p"co Rood Ihenco 16 61 I..., along the cold woelocly ,Ighl-ol-woy I '00 and Iho arc 01 0 curvo Ihol I. CoocoVo 10 Ihe no,theocl hov,ng 0 'od,u. of 895 00 leel 0 chord longlh 01 16 61 loot and 0 chord ooo"og 01 Soufh 9027'20" Eool 10 0 po,nt 01 compound cu,volure ...,Ih 0 curve Ihol ro olio COOCOVO 10 Ihe norlhoo'f, IhlOeO 261 09 loot oioog Iho o'c 01 cold cu'vo hov,ng 0 'od,u. of 33000 Ilel 0 chord ~on~lh"of 254 33 leel ood 0 chord bear 'og 01 Soulh 32039' 10" East ,A 0 po'nl 01 longency, Ihence Soulh 55 1905 Eo.1 for 345 77 re~t to a po~nt ot curvo1ur~ of a curve 01 a curvo thot t5 concave to tho 'ou'h~est thence 96 09 r t along the Of"C of IiQld curvo nQYlng a radlUII 01 17000 ft;lEl1 a chord leBgrh of 94 62 feet and 0 chor-d b::"n9 01 Sourh 39407'31" Eo.t 10 0 po,nl of longoney lhonce Soulh l2055'56" Eoot lor 14370 loel 10 0 po,nl 01 curvoturo 01 0 curve lhot ,c cOncavo 10 the norlhoo.t thenco 266 62 foet along Ihl afC 01 .old curve hov,ng a radlu< of 405 00 Icet 0 chord length 0' 260 66 fool and 0 cho,d beo"ng 01 Soulh 43012' 16' Eo.1 10 0 po, nl 01 ,eve,," cu,"olu,e ...1 th 0 curVI Ihol ,. concave 10 Ihe .oul hw", I Ihence 10l l3 feel along Ihe o'c 01 <o,d curve haVIng 0 ,od.u. 01 250 00 locI "chord longth of 101 52. foel ood o cho,d beo" ng 01 Soulh 51045'54" Eo.1 fa 0 po, nl 0 f compound cu,.alu'o ...., h 0 cU,"o thaI ,. conoove 10 Iho ...e.1 Ihlnce 49 17 1001 oloog Ihe .'c 01 .ord cu,.e h.vlog 0 rod,u. 01 3000 foot 0 cho,d lenglh 0' 43 65 and 0 cho,d bao"ng 01 Soulh 6054'15" W...I to 0 point at lon9oncy Iho .omo po'nl be,ng on the north...e.terly "ghl-ol-woy I ,ne 01 Count,y..de Boulevard, Ihence Soulh 53451'3l" Weol along .o,d '.ghl-of~woy line, fa, 592 43 feel 10 0 pa,nl 01 cu'volu,o 01 0 cu,.e that ,. concave 10 fhe ooulheo.1 Ihoneo 1059 47 leal along Ihe ore 01 .old cu,vo ho.,ng 0 'od,uo 01 1960 00 leel a cho,d longlh 01 1046 62 leet and 0 cho,d bear 'n9 of South 3802.2.'24" Wosl, Iho"co leovong la,d "ght-af-wo~ I '."e,. No,lh 67006'44" Wool lor 164 15 1001 Ihenco Norlh 10030'36" Wul 10' 674 31 Ioel Ihence North 62. 5441 W..I la, 114 19 laol 10 0 po, nl on the a,c 01 0 CU'VI that I. concova 10 Iha north...&<I, Ihenco 96 14 lael along Ihe ore 01 .a,d curvo hovrng 0 ,od,as 01 490 00 leel 0 oho,d lenglh of 9797 leol. "n~ o"ehord beo"ng 01 North lIOlO'56" Eo.1 Ihence Soolh 85055' 13" Eoo' 10' 362. 97 Ioel I:en~e ~orth 53 IB 37 Eo.1 f ,- 2.5400 leel Ihence No,lh 10'04'50" Wesl lor Z26 53 "'.t, Ihonce Norlh 36 15 14 Eos! 10' III 61 f:el thencI No,lh 14026'l8" We.1 lor 444 10 fell Iheoee Norlh 58'15'59" We.1 lor 446 79 1001 Ihance Soulh 74034' 5Z" We.1 fa, 206 75 fee t 10 0 polnl 00 Iha arc 01 0 Cu,"o Ihal I. COncave 10 Ihl ,oulh.....ol. thence 3709 feel 010n9 Ihe occ at .o,d cu,.e hoy,ng 0 ,od,u. 01 59000 leel, 0 cbo,d lenglh 01 3708 Ioel and 0 cho,d bea,lng of Nor th 17013' II" We.t th~nc~ Nor/h 62012'34" Eo.t lor 268 57 'oot oth~nc~ No,lh 3459'27" Wesl far 431 05 leel, Ihence Nodh 44405 26 Weo' 10' 445 53 loe, lhenee South 79 26 45 We.1 for 98307 1001 thence No,th 0019'55" Wo.t fa, 39361 leel 10 Ihe POINT OF BEGINNING Eac t, Clly 01 C leerwo I er [SHOWN AS (LION THE MAP OF SURVEY) LESS AND EXCEPT A PARCEL OF LAND 6EING A PORTION OF SECTION 30 TOWNSHIP 26 SOUTH FLORIDA BEING MORE PARTICULARLY DESCRIBEO AS FOLLOWS RANGE IG EAST PINELLAS COUNTY COMMENCE AT THE WEST 1/4 CORNER OF SECTION 30 TOWNSHIP 28 SOUTH RANGE 16 EAST PINELLAS COUNTY FLORIDA THENCE SOO'19'24"E ALONG THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 30 (BEING THE BASIS OF 8EARINGS FOR THIS LEGAL OESCRIPTION) FOR 444 65 FEET THENCE LEAVING SAIO WEST LINE OF THE SOUTHWEST 1/4 OF SECTION 30, S694S4'42"E FOR 50 01 FEET THENCE CONTINUE S69'S4'42"E ALONG THE SOUTH LINE OF ST MICHAEL'S SUBDIVISION AS RECORDED IN PLAT BOOK 90 PAGE 40 OF THE PUBLIC RECOROS OF PINELLAS COUNTY FLORIDA FOR I 55B 45 FEET TO THE POINT OF INTERSECTION WITH THE WEST LINE OF DUNEDIN INOUSTRIAL PARK AS RECORDED IN PLAT BOOK 64 PAGE 76 OF THE PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA THENCE LEAVING SAtO SOUTH LINE OF ST MICHAEL'S SU6DIVISION SOOOOS'18"W ALONG SAID WEST LINE OF DUNEDIN tNDUSTRIAL PARK, FOR 937 36 FEET TO THE SOUTHWEST CORNER OF SAID DUNEDIN INOUSTRIAL PARK, THENCE S890S4'42"E ALONG THE SOUTH LINE OF SAID DUNEDIN INDUSTRIAL PARK FOR 247 55 FEET TO THE POINT OF INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF ENTERPRISE ROAD SAME BEING THE POINT OF INTERSECTION WITH A NON-TANGENT CURYE CONCAVE EASTERLY THENCE THE FOLLOWING SIX (6) COURSES ALONG SAIO WESTERLY RIGHT-OF-WAY LINE OF ENTERPRiSE ROAD (i) THENCE LEAVING SAID SOUTH LINE OF DUNEDIN INDUSTRIAL PARK SOUTHERLY ALONG THE ARC OF SAID CURVE FROM A RADIAL BEARING OF S8'.05'OS"W HAVING A RADIUS OF 695 00 FEET A CENTRAL ANGLE OF 01003'46" AN ARC LENGTH OF 16 61 FEET AND A CHORD BEARING S09026'49"E FOR 16 61 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE NORTHEASTERLY (ll THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 330 00 FEET A CENTRAL ANGLE OF 45019'51" AN ARC LENGTH OF 251 09 FEET AND A CHORD BEARING S32.036'40"E FOR l54 33 FEET TO Tl,E POINT OF TANGENT, (3l THENCE SS5"18'34"E, FOR 345 77 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY (4) THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 17000 FEET A CENTRAL ANGLE OF 32'l3'13" AN ARC LENGTH OF 96 09 FEET, AND A CHORO BEARING S39007'OI"E FOR 94 82 FEET TO THE POINT OF TANGENT (5) THENCE Sl245S'2S"E FOR 143 70 FEET TO THE POINT OF INTERSECTION WITH A NON-TANGENT CURVE, CONCAVE NORTHEASTERLY, (6) THENCE SOUTHEASTERLY ALONG THE ARC OF SAIO CURVE FROM A RAOIAL BEARING OF N67004'41"E HAVING A RADIUS OF 405 00 FEET A CENTRAL ANGLE OF 15'l8'55" AN ARC LENGTH OF 109 44 FEET AND A CHORD BEARING S30'39 47"E FOR 109 10 FEET TO THE POINT OF BEGINNING THENCE THE FOLLOWING THREE (3) COURSES ALONG SAW WESTERLY RIGHT-OF-WAY LINE OF ENTERPRISE ROAD (I) THENCE CONTINUE SOUTHEASTERLY ALONG THE ARC OF SAIO CURYE HAVING A RADIUS OF 40S 00 FEET, A CENTRAL ANGLE OF 25004'01" AN ARC LENGTH OF 177 19 FEET~ ANO A CHORD BEARING S50056' 15"E FOR 175 76 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHwESTERLY (2.) THENCE SOUTHEASTERLY ALONG THE ARC OF SAle CURVE, HAVING A RADIUS OF 250 00 FEET, A CENTRAl ANGLE OF 234l5'46" AN ARC lENGTH OF 102 2~ FEET AND A CHORD 6EARING S5104S'l3"E FOR 101 52 FEET TO THE POINT OF COMPOUND CURVA TURE OF A CURVE CONCAVE WESTERLY (3) THENCE SOUTHERL Y ALONG TliE ARC OF SA I D CURVE, HAV I NG A RADIUS OF 3000 fEET A CENTRAL ANGLE OF 93054'45" AN ARC LENGTH OF 49 17 FEET, AND A CHORD 8EARING S06"S4'46"W FOR 43 65 FEET TO THE POINT OF TANGENT SAME ALSO BCING THE POtNT OF INTERSECTION WITH THE NORTHWESTERLY RIGHT-OF-WAY LINE OF COUNTRYSIDE BOULEVARO THENCE LEAVING SAID WESTERLY RIGHT-OF-WAY LINE OF ENTERPRISE ROAD S53'S2'03"W ALONG SAID NORT~NESTERLY RIGHT-Of-WAY liNE OF COUNTRYSIDE BOULEVARD FOR 326 34 FEET THENCE LEAYING SAIO NORTHWESTERLY RIGHT-Of-WAY LINE OF COUNTRYSIDE 60ULEVARD N36007'S7"W FOR 190 25 FEET THENCE N06~52'03"E FOR 154 87 FEET TlIENC( N53052'03"E FOR 174 50 FEET TO THE POINT OF BEGINNING ___ _ \ '. :~~T GlN A I:: \ j "," -~ ~~ 0>> "'!:; "'~ <i.. ~g .." 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CD ,"\ - III " ~ EXHIBIT "E" A PARCEL OF LAND BEING A PORTION OF SECTION 30 TOWNSHIP 25 SOUTH RANGE 16 EAST PINELLAS COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS COMMENCE AT THE WEST 1/4 CORNER OF SECTION 30 TOWNSHIP 25 SOUTH RANGE 16 EAST PINELLAS COUNTY FLOR I DA THENCE 500" IS' 24"E ALONG THE WEST LI NE Of THE SOUnfWEST 1/4 OF SAI D seCT I ON 30 (BE I NG TliE GAS I S OF BEARINGS FOR THIS LEGAL DESCRIPTION) fOR 444 65 FEET THENCE LEAVING SAID WEST LINE OF THE SOUT,fWEST 1/4 OF SECTION 30, S59"54'42"E FOR SO Ot FEET, THENCE CONTINUE S89"54'4Z"E ALONG THE SOUTH LINE Of ST MICHAEL'S SUBDIVISION AS RECORDED IN PLAT BOOK 90 PAGE 40 OF TljE PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA FOR I 558 45 FEET TO THE POINT Of INTERSECTION WITH THE WEST LINE OF DUNEDIN INOUSTRIAL PARK AS RECOROED IN PLAT BOOK 64 PAGE 7~ OF THE PUBLIC RECORDS Of P1NELLAS COUNTY FLORIDA THENCE LEAVING SAID SOUTH LINE Of ST MICHAEL'S SUBDIVISION SOOG05' IB"W ALONG SAID WEST LINE OF DUNEDIN INDUSTRIAL PARK FOR 937 36 FEET TO THE SOUTHWEST CORNER OF SAID DUNEDIN INDUSTRIAL PARK, THENCE S89"S4'42"E, ALONG THE SOUTH LINE OF SAID DUNEDIN INOUSTRIAL PARK, FOR 247 55 FEET TO THE POINT OF INTERSECTION WITH THE WESTERLY RIGHT~OF-WAY LINE Of ENTERPRISE ROAD SAM( BEING THE POINT Of INTERSECTION WITH A NON-TANGENT CURVE CONCAVE EASTERLY THENCE THE FOLLOWING SIX (6) COURSES ALON~ SAID WESTERLY RIGHT-Of-WAY LINE OF ENTERPRISE ROAD, {I) THENCE LEAVING SAID SOUTH LINE Of DUNEOIN INDUSTRIAL PAR~ SOUTHERLY ALONG THE ARC OF SAID CURVE FROM A RADIAL BEARING OF S61'05'OS"W, HAYING A RADIUS OF 8S5 00 FEET A CENTRAL' ANGLE OF 01"03'48" AN ARC LENGTH OF 16 61 fEET, AND A CHORD BEARING S09"26'49"E fOR 16 61 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE NORTHEASTERLY (2) THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 33000 FEET, A CENTRAL ANGLE OF 45"19'51", AN ARC LENGTH OF 261 09 FEET, ANO A CHORD BEARIN~ 532'38'40"( FOR 25433 FEET TO THE POINT OF TANGENT (3) THENCE S55'18'34"E FOR 345 77 FEET TO THE POINT OF CURVATURE Of A CURVE CONCAVE SOUTHWESTERLY (4) THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 17000 fEET A CENTRAL ANGLE OF 32.23'13" AN ARC LENGTH OF 9609 FEET AND A CHORD BEARING S39"07'01"E FOR 94 82 FEET, TO THE POINT OF TANGENT, (Sl THENCE 522'55'25"E FOR 143 70 FEET TO THE POINT Of INTERSECTION WITH A NON-TANGENT CURVE CONCAVE NORTHEASTERLY (6) THENCE SOUTHEASTERLY ALONG THE ARC Of SAID CURVE, fROM A RADIAL BEARING OF N67"Q4'41"E HAVING A RADIUS OF 405 00 FEET A CENTRAL ANGLE OF 15GZ6'55" AN ARC LENGTH OF 109 44 FEET AND A CHORD BEARING S30"39 47"E fOR IDS 10 FEET TO THE POINT OF BEGINNING THENCE THE FOLLOWING THREE (3) COURSES ALONG SAIO ~STERLY RIGHT-Of-WAY LINE OF ENTERPRISE ROAD (I) THENCE CONTINUE SOUTHEASTERLY ALONG THE ARc OF SAID CURVE HA V I HG A RAD I US Of 405 00 fEET A CENTRAL ANGLE OF Z5' 04' 0 I ", AN ARC LENG HI Of 177 19 rEET AND A CHORD BEARING 550"56' 15"E FOR 175 76 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUT~STERLY (Z) THCNCE: SOUTHEASTERLY ALONG THE ARC Of SAID ClJRVE HAYING A RADIUS Of 250 00 FEET A CENTRAL ANGLE OF 23"25'46" AN ARC LENGTH OF 102 l3 FEET AND A CHORO BEARING S51"45 23"E FOR 101 52 FeET TO THE POINT OF COMPOUNO CURVATURE OF A CURVE CONCAVE WESTERLY (3) THENCE SOUTKFRLY ALONG THE ARC Of SAID CURVE HAVING A RADIUS Of 3000 FEET A CENTRAL ANGLE OF 93"54'45", AN ARC LENGTH OF 49 17 FEET, ANO A CHORD BEARING S06"S4'46"W FOR 43 85 FEET TO THE POINT Of TANGENT SAME ALSO BEING THE POINT OF INTERSECTION WlTH THE NORTHwESTERLY RIGHT-OF-WAY LINE OF COUNTRYSIDE BOULEVARD THENCE LEAVING SAID WESTERLY RIGHT-Of-WAT LINE OF ENTERPRISE ROAD S53"52'03"W ALONG SAIO NORTHWESTERLY RIGHT-Of-WAY LINE OF COUNTRYSIDE BOULEVARD FOR 326 34 FEET THENCE LEAV I NG SAIO NORTHWESTERLY RIGHT-OF-WAY LI NE Of COUNTRYS IDE 60ULEVARD, N36"07' S7"w FOR 190 Z5 FEET THENCE NOe"s2'03"E FOR 154 87 FEET, THENCE N53"5Z'03"E. FOR 174 50 FEET TO THE POINT OF BEGINNING o Wells. Wayne From Sent To Subject Clayton, Gina Monday, November 15, 2004 912 PM Wells, Wayne Golf Course Sorry I dldn't have a chance to respond to your e-mall earller today I appreclate all of the lssues you have brought forward and Long Range should have caught the one regardlng the remalnlng restaurant on OSR land I understand your frustrat10n about the development agreement and slte plan and two d1fferent people work10g 00 each Orlglnally they Just submltted the development agreement Let's schedule a meetlng w1th Marc to dlSCUSS as sooo as posslble It may be Frlday before I can f1t 1t 10 I have not seen a response from Jayne to Marc's e-ma11 - d1d you? Gloa Wells, Wayne From Sent To Cc Subject Wells, Wayne Sunday, November 14, 2004 701 PM Clayton, Gina Tarapanl, Cyndl, Manano, Marc, Gerlock, Chip Countryside Executive Golf Course Requests Gina - I am confused as to the processing of the requests for the above property for the following reasons 1 The entire property today IS zoned Open Space/Recreation DiStrict, with a land use designation of Recreation/Open Space Not all of the property IS being requested to change the land use designation (to Residential Urban) and be rezoned (to Medium Density Residential District) What IS conspicuously missing IS the 2 1 acre "no Included" portion at the northwest corner of Countryside Blvd and Enterprise Rd , which IS currently the clubhouse for the golf course (and a restaurant as part of It) ThiS clubhouse is an Integral, accessory part of the golf course Lessing out thiS clubhouse onto Its own lot changes the use from an accessory use to a princiPal use Why IS there no request to change the land use designation and to rezone thiS "not Included" portion? Is thiS creating a nonconforming use? If so, why are we allOWing tillS, putting the City In the position where the City must approve something nonresidential In the future? It needs to be dealt with now, not later, In context with the townhome development and the surrounding area There are no "conditions" In Permit Plan for the LUZ case for me to see what Planning's concerns are with thiS proposal and/or the "not Included" portion 2 By Interpretation of the Code, thiS "not Included" portion of the property must be platted So far, It IS not part of the request Were they adVised of such as part of the earlier review at the October 7, 2004, ORC meeting? 3 The site plan proposes a new private roadway to be constructed to a zero setback (to pavement) on both the townhome and the clubhouse portion So far, they have not requested a zero setback for the townhome development, which Will be required as part of the Resldentlallnflll Project application However, there has been no request filed so far to create a zero setback to the common "not Included" property line of the clubhouse portion for thiS new private roadway, much less Its effect on the other site Improvements on the "not Included" portion Additionally, there IS a zero setback to pavement being created on the clubhouse portion where there IS an eXisting parking lot that IS being cut through Again, there has been no request submitted so far to create such setbacks on the "not Included" clubhouse portion of the overall property ThiS CIrcumstance reminds me, but not totally, like the townhome development on Ham Blvd west of US 19 that had to have the land use amended, be rezoned and have a FLS for the eXisting offices on the property, as well as the FLD for the townhomes, all filed concurrently, because requests were Interrelated 4 A Development Agreement has been submitted The Development Agreement IS to provide for the development of the property, as depicted on the site plan that I am reviewing as to the number of the units (population density and bUilding Intensity), building heights and architectural style of the townhomes and landscape buffenng All of these Items can and Will be dealt With through the site plan review of the FLD case How and/or why IS thiS Development Agreement necessary and meet the purpose and applicability requirements of the Code? In all cases, the perimeter buffenng exceeds Code requirements and the bUilding heights are less than Code maximums Why can't the developer record, as a condition of approval of the FLD case, a perpetual deed restriction to provide for these Increased setbacks and other site plan and bUilding Issues Additionally, It appears that Marc through the emall sent to Jayne Sears on Friday IS dealing With Issues that are, or should be, part of the site plan reView, for which I am reviewing It appears that two planners (Marc and I) are working on some of the same Issues, With other Issues Interrelated Wayne 1 cr en n c -. o a-::S 3 CD Q ill ... ;:. -. 0 CD n -t't ~ ~, ,-. CD;' D -0 .' -0,,-. ~-';- "'., 'It: -.' i:~ CD< -. ~ .' , ; ,,--' '-,-~:.!!- (Q:J -' ~: ~ {; i!. "'~..l J:./~" . '" ,...t k~"'. ,i, 'i'".:.CD l' ..." l' " . ." ~_\,..V::....l.,q D~.J,,-,, "',-'.. "'j>, .~ " -0 ".1 '! -'1 +- ... ,,"" ~".. d~.(,_... ' w;1 ''', ," . Q n . " rt ,,': ::.,~ r' o',~ n _. I' II... + ... 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' > ':'-i ;..~ "'-~t 1<..... ... l T ~J :t. ,~ ," " '1 . ,- , j -, / , t ' ", .' . , ; -{~ .... ~....~ 'f...... ~ ~ , , w' , , ' , ' .' .... )."\.!.r t,. / ' _ -\ "'.. t...... .,........ ~-::. ....,... l ...... "'",..: ~~ ~~ I ~"t. t ~ /~ ...~ r'" 'i , ';' , > ;; .....,'1 ^'~r ;' , '. , / . , .', , > e . r , ,- 1;"'~ " .. ~< >, t , ,. I~ ~t tf'\ h' .' ,l" ;< ~ , , -" " ., . ' ~ - Z ~ gm a z' 5." =- .gz 1ft nt, :I'"', .h~. l~ ~~ i .z .'~1 ....., I. ,~ I">'" l:' . (I)' " U') l >"'0 I :UI n\ Ili~~I' I \~~ I /3,-mi I t'iftfn", , '...~ .1.th -; 'z n . ~ ~ _ J 1-'" "r" "i./t: ,,;f........~... \J 1. I 't .:.\~ .....{..,1 , ' ~ C.t( ......... , . .... ..... ~ ~" j, (,.. , ., > "' "J :: ~~~ j.... .... -" ~ { , ' " "'1:;1 <, r< c , " ~- ...-.,.~ ......,.) }.,,\ '""..... I :- - , , ~ 'It....~"-.,.. ""'_....,._ .._~ ,t, 'FES-l..-l9?... 1(1.:.": F;:-.~'l (....EP;=t.:l'ol\ -r=:=.. ~ .' r ..;,~:r:~ - 1 C:, !') t........ - 1-- -0..:.-::>....(0 p .. es /11: ~ c.u. #94-15 'I- l ",'" ~\ < t - ;;~ . ' , c ~, ~ ",,,.,,. ?I.<:ICt.' ...t ..! '1;... JS s;..; ... ~ ",""I: t o;;.--r...~:>' ~ ,,~..~t.... ~ \,:I'~t ....: I ....:r~ 1. ... ~ c.... J."' r:l.., ".' -: TRANSMIT TO: -li:' ~ ~ ..... ~ J.. \ ~ .... or t ;; I '. - '.' Cynthia' Goudeau. City Clerk ' , , , ~ .. Capt, MtChae~ ~goer /Support Ser~lces C;iv, ~~~, 'ViC Chodora, Building Offteial "''-''1 ' I , It. Bob RegDlPattCI Diy. .:. ,~~~ J_. Yauch. r.E...., Traffic.Eft;ineer ':' , J' CaPt ^ 'MaserNice and Intelligence' :'C'}" ~...,; .....-rlv. Zonlntl C'~_ Supervl"sor '- :..\.. ~ ;t ...,' ,,? ,... ,,^ . Cas 11._:;" T_ ;. ~......'1. V,'V""-..r~1 wvtN!.."'r ..... ~UUlI l~ .... ..... ..........1' I"$;,. _ J. ...-\"," "'f"~ e ~~ee i ~':r n.";':"'d. Sarftoff 8nd Ud ti~ Z II S tio R ~~ \l~l :)y~'" 1 - -':f ~ u 1 ~ ~ ~ <' .. ".-"0- f"rt f i 1,;::...~:,.\ ,_ ;;, ~"o ~;",!,~g ec n eVlew ~ ',- .';.- V, <,' < " ",\ 1; " ;':,.f',,> _';, .. ~, ec.;.~...~.f~ ~ $..(" or 1->....... .L~ f:, l; Ii i........ ,,1 ;0; ~ .If" 1 tV oJ ,.".. 4 -:.- !~ J :,../., t.. -:.. ......r " 'l" ~ (, _ ~ ~~ "IL ~.". t ?/,y;: ~ ~~t ... "'.... ,'" 0/>1 ~ "" l ....p.....~~ ru.-f':r.r ..... "'-... ~......~37 \~ ~ ~ ""~..., ",,"p,\- "':'L'\. ~,J ~,..~ ..../,....... rl"r~I:)~"1'I ;-'MEEtING CATE: ,.~"Mar:l~'?1994 ,1-;~' ;, '~:-"" C',--' " " "t, , ~t~ ~-:. " ~ ~t ~ ;- r~.......~ ... I ", V\ ;.';1'" oj. "'".... r I ~ "i-p t.;..:- \1- ~.p ...~,~" :I'd ~r\ /1 1 ~""'I'-<..-t:lI""":" -!p~'CAR:~" CV 94;15 ::~ L - q, ~ -," -' , . ,f' "....... I f" \~ ~ ~ -... ~~ ~A "-~1"" ~~~ "~'1 k"f.... ? '<" J 1 ." r ~... t;> I... . ~ _ \ ~, '" <LEGAI:IADORESSlLOCAnON/StZe:'~SeC 30-28.16 M&B 32,03 &. See 31.28-16 M&8 21.02.12~1.~'. 'e. ";'1' '\,;~ ( " '<, 81VJJ1At InterStction of Enterprise Rd 110 acres _' , , ',;; -;j ~o r , ~ /' q "I.......:." 1 } ~ . J '- /: : ;\. "' ~ "to, _ I ....It',) ~ ...' ~ I ,- Z. 11 w ~..'" 1", g. "" ( ; _ .. v ~.. tf /' ~ t ",:-:' OWNERlAPPUCANT (BUSINESSJIRePRESENTATlVE: Executive Corp of Cleat\va:er, Ine.fOOgwatet Cafe 1II.l.ne.:,.",:,' '-I -:,~J-y~~ I I \~~.. >-.. "'T" -, ~ I -;,.....:'~~i.J,....';.l t ~ ~ ......A"r ,,~'" ........." ~"',... 0.- ~ ..) ~ ~...'" 1- 'l ... r ..) ~ \ I ""'1('0 fJ;.); ... ~ 'l;/ ,v '" :r,~ CONDmoNAL USeS) REQUESTED:' , Alc:ottohc beverage salts: _on j,)remlse consumption. _ ' _ ); -:!;:" 'l< ~: t(~ _3n.p~,k,~'f,il t.... -.... ~... ): "t.....,-.Jr I; ...... _ ~ _ ,,,Ii:-'r... r"-~l....l->h ~ ~ f xlf p\P~1~ -t~ 't ......- '<;'"; --,"'" 1n",\ 'v 'l' ,..~~~j;.:r,"""'{ .1 I,.....r+ t,\5-:" ~D~f~~noN (Chapter; ~ ~~ral'lrapl1J.' See 40 555(1) ;':/~::~";;"~?-^~, ~F ~."....l".."'tl::fo ~-:Jf.;',.. j "r'l~"'.." ...!" .... t~ I ~\ -r~~!IJ- 'i,.- ......''-1 ..h I.. Ii: 1:. J .... i 't V ~~ ,": ALCOHOUC BEVERAOESlTYPE OF ACTION: New It~~ :~, ' ' d :. ~ <, "~:lJ,~: \ ,t ...i ....j.1.,~" <" '- "'... 1'- " >l. ...r,o/. ..l-.....i/i.'t ~ .....fl ; ,>-'. 'H . ' ~... , <' e' " _ _ :. ,:;" 0 ~, ~ ,r;">~,', FlORIDA'LlCENSE DESIGNA110N:' 4 COP SPX , , " .'i'::~:~ J? " I~~ 7 I'll "\ ) {~ r ~ .", ~ ~~ 'Jt ~ f~ ~ <f".'~.H4'o ~ ... "l: '~;'~~ioMNo.iwm uSE ~ D~I~~nON: Re<:PO !Re~re,~,Oftal Ptannec! Oevelopment DistrictllRJOS' x;.~'i,~r~.\?~l ~","..':~,,%i..,.\.}t ~ -f ~ ""'... J.I ~... "t~.t.~,j.. ...~_ \--: ..... "~...~.''l_ '14 \~1,-'fr-:/ ..,."",,' f"';t~... /! -. ,\01~F1,........... \~,. 7 .......J ,..J- ~ 't1 ~..r"fi" ~ "'''"l., "\ ~ Jt""lj..':'" {.tf;~ A ':- ::;:",..;.,-~;i~~~,;..~~,'_' ,- <, EXl5nNG FUTURE LAND USE. ZONING AND ACTUAL USE OF ~, _ i~0-?~',r",,~1"t o -::;!i,~~,;f/1:'$:,~'..~< :'~ "~~ -.' - ;':"APPLlCANT'S AND SURROUNDING PROPERTIES ,~1!(~}/ }~ i,"'::: ~"""""'l J~$.- ~..~ -.10;..... >-' ~ -4 .I.. Co.~,.,}-"'v,,~""'-'" t f ~;> ~ ~ - _ ~.r ....;t........t\..(~ ~ .. ""~ ...""' f ~.../;~ ....ll-~ t ,FUTU_. RE lAND USE ","" - ~ ~ l I ~) ~ 1 '" I""\t 1;:~"'...' ~.... ff, i .(>~~ ,.., ~ ... ~._. ~ ~ I l" ., 'l it} ~ '.. ... t...y,:', {,."; ~J ~;, ~",'? LOCATIoN <' '~ PlAN CATE;ORY -ZONING . - "ACTUAL USE Ii";' ',i :', - , ~ "" ! 'V; < ~;& \-" ~ -" ... I l~ "....; t t't ..J'l ,f~-;d :" ~:~, .aabJect Propetty Rec'e~tiONoPtn Space RecPO. ,'" ',:" Restaurant/Golf coUtSe _ - -, . ,L',' ,r' d<)~ ,:?,~ ' " ~~," - ~ lrist~?al &. AISld High P/SP, &. RM - Church & M'uiti fam~ - .. : \ < ,,-', ~ ..-':-." \: ~ ,!"l rf ~; '14:-,Y'1'+ 1 2. 8 I"l- ..... r -.... ~ ...: , , CITY OF CLEARV'!A1ER CONOljlONAl USE TRANSMITTAl. '. ',,"\ ' I SoutIt... 'O,.".i..... , .. " y' Resid,Urban, . _ ~ i ---. .. .... In~d &. ReStOfflGen ~T"'~Ji ,';; RI$ld Urban '& Resld "'ed , ,~I'~U , __ '_ -;: -/10 "'j~~J~" - RM 8 &-AS 8 1+- ...,.. M-l,&, 00 ~ , t Re~enual - ~.... -'" ,! ,1 " , Industrial & Ofr~es , c - > RUldet"MI ' , " - , . - - ~ , .J ..., "",,f ~ Eat.', , .' ,~We",~ . .L <.. j ~}, " ..... ~ r 0' ... ... >1: '=~ , , .. ~ RPD 7 & Rm 15 <' )....~ ..."'.... ~ ' ...5-. -".~ <i' -,: , ,"/l t" ... '" -(.IJf") '.. rr ~"" ~ "'~J f "'t....;; ..... I. ~!~ ;; ~ I "1f!J r} c. z.V I ~./, ~hj~'" ~ I~ ..... t \" ! .., ! ~ ." To ... , '1 1 '""';": ~; .. , .\ ~ \ -1'.... ~ -"''., J ...t~ ; f I \ ..,. , , r. I -t;i' >1-QIi f OFFICIAlS WISH'NG TO COMMEN1' MA Y 00 SO IN THE SPACE PROVIDEr> BElOW <<COMMENTS SHOUt:D BE '> , ~ ^ REr 'JRNEO TO THE PLANNINO'MANAGER AT lEAST FIl:'fEEN DAVS PRIOR TO THE SCHEDULED PUBlIC HEARING},' - ,. 4' - \ l.... ~ ~ r ~{':j f ~~.. ': 1 -', \ ' , _, 0 ~t ~ 'Z-, ,. .." ,- , , :,.: :: ':, , ",' ",: f ';".f ">""-II....P_...,.:;. I~l- ,......~ "'~(:,,~~(O";t: ~ ..... ,or ~ i" 1....-,. .. { "-", -f ;. ~ l' i 1> ~... , "-".,. Ii' + iI.' ~ o ,- ~"..., ~ <2,,,... ~ " l"" ...... -" ~j'" I .. , w l.'~' ,. ' ,......1.. l..L..... '" ~ }j"'~l.5 _ ',:"-. <l'.... ~ ~ ~ J,.,.. \ \. -~.. t.,f..;--\ ~ f ~ . "I ~. 'f: ' " "",,"'tl ^ ,~, .~;:C^_.',"'~ . ;t;, P1' l"\-';;'" ~"'""~ ...," 1.. .,..... ~~ ~;:..'":..h).......J 1.... f -. 'j"~ ~ _~.. _ ';;. .,."- -1<_l......... -;... \....t;~...:.-....f ~ ~ \ ~ J,..,.J, -,. !,l .. '- ~ _:lie" -1r Y 'i- b f ( ~j ... ~J~ --,.. t ~j~ tJ 19/r.- '" - J~' ,~ ; , TrUlNSMlmD BY: Eart OU$3.aul~ DATE: Januaf"\l> 27. 1994 ~/ ~Ulb941 C. ed :" "\~~ <!iI '" ! 'C't '" , - ~ ~,~ ~fr-..,"~ ~~ -;- "t,'-I - -FOR P,JBl.IC HEARING tJV THE PlANNING AND ZONING BOA~D ,. ^ ~ 0.... I... "$'l 1 ~ o ' -_ 1,..,-_ , . , MINUTES PlANNING & ZONING BOARD ME:mNG ruESOA Y, t.1ARCH 1. 1 q9 4 - 2:00 PM ',' 1 ; . I :. !(1~~... ~ -..r t ... "~ "I: _ ~ '(....): ... I,.."" - "i~ ..' " ,~ " ,- , , PLEDGE OF AllEGIANCE INVOcinON , \ l(h ,.. \ I -J'-":' t.. ... .olt'''' '" ("., "'lot -t....or { :: :" ". , Members Present: ) Chairman Carassas, Messrs. 81ckerstaffe. Mernam, Savage. Keyes, Ms, Maron:. :', .~;.~~ J '1.4' ....,::.:~.'11 i ..L j ~.... .:~ '" .... .... ,... :if .....J~; j~~ :'i:-1-i.J M' __lo_ Ex ed Ma':-",. ,t l, I ...... ~. ~~; r:~ r r \ '... ~"t,," 1" :"fl ~ Qllauars C1JS .... (::t ..1IIrIIH J ...;...... ~ ~1~ f.-""" f I b ~ 1 .}.r ~~v.. f~ ;t.... I" t I.. ... -<:......... {~ ( - \. 'l: <..; ~~ .., 1 t ~r!t: !J \ 1~;~}':'1{,~-:'i~:,:' :'Ai$o p';'ent- - ~'.< ~~ '&~it Shuford, Planning Manager ~ ,-: 1 j': '~'\f: ~ -)C r ~':w ~ ' .... (,. jo " ~ '" .1 - - "\1 '"' ~ ~ .f '-. ~ ;.;. ....,it '{ ",'" , 1 I ~ ;:;.,. ,~ ': . "" : 'vIckie Davenport. Reconhng Secretary , : " " T, ~'f ~l;}f... fl~ - ~... 1J. ~~ t .... ~ ~ ,~tf:it" "..- J j ~, t J ... ~ ~ "1, I ~j '"'r:. , 9 '...; '" I Oaaitman Carassas OIJtbned the procedures for conditional uses and advised that anyone adversely \, "~' ). ,-', i affet.ted ~. a deas;on of the Planning a.nd ZOOlng Board, with regard to conditional use:>, has two ' _ :~c .' . ',^ ~ ':, Jw8eU from this date In which to file an appeal through the City Clerk's OffIce Ronda law requires " fi ',~ :, " 'I., any party appealing a deciSion of thiS Board to have a record of the proceedings to suPPOrt the apreal.' _, 't.:? I", r { ..... ~ \.... 1 it-" "'~ f ...... t r'l':II t~ l '" !t-'-.~.~ ~ ' ~ ~ t ~( ... '! '::~t'" 1 ,.1,.. 1. I~'~'" """'\....... .'" ~1 ,I- .f~' 17..~... ~-'l'J:Y ~\ \/:.-~~ , , ...~ .. ,-z, ~ \.. r ,,~ 4.... ;. ~ "\ ::. ~ \~:i..-::-!./ -t"'~ \ ~ ,:)',+.' .. 11 ~~ -.. ..~ ( f 7~ ~ 1 ... o~ C. ' CONDmONAL USES: ,~~; '-','> , "'" ....~.. I ~..-"\.. ...,;~ "'jl , -.:' 1. William & Hope Ge'oraua (Los Rancherosl to permit on-premise consumption of beer, wine and 'S~. -.;'::;' ?1 '/.,~. ,'-<< ,t, - liquOr tblmness ownership changel at 1825 GuI'-to-Bay Blvd.. Sec 13-29.15. M&B 32.04. ' '.', ,,::<,.,,", .. ... 1; " ..: 't v, l }~ "'''''"1.''1 ,~" ~, ~~ ~ ~ , zoned CG IG8l''3ra1 COmmercial!. CU 94-14 . - - fc ~ .:; 7 ,",,~ >4 ; '1 ~ t 1 ..:. \ >-. ~ k I /.. . V llJl:~r~ v~ ....1 r-3!.r. T\~l-:-"''''' <.ri :/\::,~~~ -~? ~ Mr. Shuford gave the baCkground of the case and 'Presented, In wntlng, the staff recommendatlo~.c. :?::' _~\~: t ~L.,l""__'" -' t~"1.~ l- ~,I-"'J ~ ~r~' ~ ~l I ~ ...., r T~r/r1 It.... ~ .> ~', ," 1bete were no persons present te;, speak In favor or In OPPOSition to th.s request. -<:;;~~J, 'l", ", "" "".1. r <I l '" I 'I "- ~ ...... Ii ~ "\ ..; .., ,'" ;--: -<;,.-.,"", ,: ;M01ion was made by:Mr. Keyes. and seconded by Mr Savage. to COntinue thIS item. due to the<jF'I" ' .,:;".'\1",..'$ (r) \ -,\\ ""(, '1':'8pp6c8m nor being present. to tt.e March 15. 1994 meeting. Motion camed unammou$ly (6 to 01.- ;,~<' ;v{,/ 1'-" to I'" ) ....... \ ..t '<"I f ..r ~ l ...., "::. '1,..1:.--, " L ~:,:,~ ,t-~ " ,: .fr;, -2. Executive Corp of cr......,eter, Inc. IDogwater Cafe III, Incl to peRmt on-pretn1S8 consumption .1", i';- ,~~~, " , of beef, Wlne and liquor (new license) at 2506 Countryside Blvd. See 3Q..28-16, M& B 32.03 ,.~," . ,:,' :)-\~.( ''';', c, _ , ' together_With Sec 31.2B~16. M&B 21 02, zoned RecPD tRecreatli-nat Planned Development). ~ ^,,>'~ ,,"; ni-:{ ~ ~ ~:ftl":'~;:~" CUlM,al1J)f" ~.-" ~ 1"~ :1!t~~;t,l1<1'~"i .. ';--4-'- ~ "...i'i....""---'>- ~ J ~ r ~......... 1 f ""J '~""1.+ - ....-i_ ~ t :;. ,,~zi -.......-' i -; '"l ~ ~ , ..........,. ;r-o" 1: ~ "'... ; ...:..... ) ~ - ~ ", '1... t""":.. ~ ~~ I \'.... I ;....""" _ It"; ~ ft.-;c~ " r r " M'r. Shuford gave the background of the case and presented, In writing. the staff rec:om mend atJon. : ;>.:.'" -~ ',.'~!. ~, Mr. Shuford also presented 8 lener of objection from Dr & Mrs. Kessler, , ,-',~... ~', f, ... ~ ....~ '-. J l ltl:,)\ %.;... 7 ''''' ~r..t..... ~ ,APPDcant. BrIan Johnson. 64 Crane Dr, Safety Harbor. was present. DiscuSSIon regarding the :/" "i't', ,-", ' nwt8Q8f, hlS background. what type of food IS being served and hours of operation There Will be an" ' -, >;, ~ " ,'-" -' I o<<,'~ band as the only entertainment, and nu }?u~~oor sa8t1ng IS b8!ng proposed. He stated he .J;" ,.'~ '~(_;, ~ ~< ,_, <,/:.;; '~~~~ the C~'2~it1ons as stated by staff, '. " , . ,7 { '. ;..."},,, ".:-,;:7''") ~ ... .JO -::: ( , \ .. '" I ~ l"l~ ..., I ;~,', ,~ ' '''< :~',: The foUowmg pe-rscin waS present to speak In fa~ot of thiS request. ' , ~ ,- <' :,\,~fJ~:':;' '~! -: ," 'l CynthIa Churc:hboard. General Manager of oolf course for the past etght vears. was present. She 'IS: r. '~. ~-l , "- " in favor of this request:-a,' the feels they have found the right person to run thiS tyl=-8 of business "" ~ "'1 ,.'1, which is OIce to have open 'or the golf course patron:.. , , ", ,',~' -~ ..... ~.. r,::; j , , ~ j-, (. .. " ' ., ^ .~, ~ ~A. APPROVAL OF MINUTES: No le , , I 0 l;, 8..J REOUESTS FOR-EXTENSION. DEFERRED AND CONTINUED ITEMS: None. I....!'r .... t J I " J;.t,,"\.<f' - ~ ~t Pat. Z MIHtJTES ,~ "'-, II 03/01IM\> w.,. "'" ~j \1:..r< ,. : , There' were no persons present to speak In OppOSltlCln o~ this request { MOllon was made by Mr. Keyes, and seconded by Ms Manln, to approve this requflst subject to the following conditions. 1) The apphcant shall obtalll the reqUired occupational bcen::.e within SIX months from the date of this public heanng; 21 There shall be no outdoor seating or outdoor sales of alcoholic beverages: 'and 3) There shall be no outdoor speakers. Motion eamed unaOlmousty 16 to 01. " ~ 3. w.w..-t Sturn. lne to permit outdoor sales; garden center at 23 106 US Hwy 19, loehmann' 5 Plaza Reptat. Lot 1, zoned CPO (CommerCial Planned Developmentl. CU 94-16, , , , " ", Mr. Shufordaave the background of the case and presented, in wntmg, the staff recommendation. ". ' , , I or; t' t ,. Ap!)ficant" Richard H.m. of Kino EngineeMg. 5440 Beaumont Center Blvd., SUite 460. Tampa, was pre; ant. The e' chain Itnk fence was discussed and It ,^<1S expJainEld that there would be a green nyton ,mesh material with buffenng on the west side. Mr. Hams also stated that the area would be used for potted plants and they do not see a problem With unloading that would cause a parking problem. ,. r II' There wu,'confuSlon as to whether the conditional use IS for outdoor storage or outdoor sales Mr. Shuford stated that the staff report should read outdoor sales and storage. > Aftet diacussiot1. Mr. Shuford sugoested changing ccmdltlon '2 and added a thud condibon regarding , the fence On the west Side !.-nth adeQuate screening, to read as follows: #2~ There shall be no temp01a.ry or ponable bUildings, tents, or trailers or special event actJvltlcs In this area; thiS condibOn shaJJ not preclude thllllnstaUBttof. of II covering to shade plant matenaSs. '3- The fence on the west SIde of tha outdoor storage area shall be opaque and shall fulty SCfeen matenals being stared. OiV"'skJn,among board members regarding the 30 ft. dnveway sectlOft fOl cars. With the space being regarded as too narrow and will cause a sharp turning arAB. The maJontv of the board members were , not happy with the conflguranGn of this area. Mr. Shufl3f'd suggestad leaVIng the SIX parking spaces SO that area could be used for loading. and post -no loading- Signs along the dnveway. 'c - There were no persons present to soeak In favor or In opposnton to ttus request , :" - .. - - -DiseusSIon-ensued-ragardlng continuing thiS Item to -next meeting and gIve Wal-Mart temporary , "\.' permits. <t ~ L _ I JIlr. Shuford stated that he could give M,. Hams a lemporat'y permit 10 have outdoor sales, while maIung sure the neighbonng hom81 are notified about what these proposals are There was 8 10 minute break. so Mr Hams could try to contact the preSident of the homeowners asaociatton at Coachman Ridge. ~ , DiscuasiOn -and II postponement of the deciSion until after Item 0-1 (monon by Mr B.:kerstaHe, and seconded by Mr. Savagel Motion carned unan mouslv (6 to 01 , , Mr. Harris indicated that he had talked to Bob Losl. who was the past preSident of the homeowner's assaaation and d8Slgnated as the contact person. and explained to hun the proposal and stated that he did not have a problem With it. Mr. Shuford stated that he would have to suggest the contInuation ItJD, but give Wa"'Mart the temporary permit they need to go ahead With (helf plans and In the meantune. have time to contact ,the people liVIng In that area. MOtI:On, was made by Mr. Keves". and seconded bv Ms Manln. to continue thIS Item 'until the March "15. 1~94-meetJnQ. Motion camed: 4, to-2: ~ ,> D. ANNEXATlO'". ZONING. LAND USE PLAN AMENDMENT. LAND DEVELOPMENT CODE TEXT AMENOMc:NT. AND LOCAL PlANNING AGENCY REVIEW: P lit Z MIN11I1!S ~ 03IQlJ94 ,\ ' I I ,-..;.. I I I - j ~ '! , 1 ;( :t''\ ~, , ~.; .., d , >" ...,"~.... { '" , , ,~ () , , > ~l"" , , ill "1.- J I ~1' , , , " ' . ^ , ' '" I) ') '-/'t~ .. -'r"" " t '7>'- ~ , , '> , -, , ' ,~ ,. , ~::Jl ~' , ,", ,- ~ ~..It .. ... ~...-'1 .', '\~ - , , " , ..v ^'I , r I .!. , , -' \ -'<-' > , . 1 ,<, : .' h :1 . , I , ~("'t"'// '" ;)" f I ~~~~-. J-d f -f .... . ""'.... ~ ; .... " --..... ....~ I ~~:f\ ~ .....::p;,"" ~ F....oI:'...~.-.-.._ j~ - , < >, , . ,. '" . - , '" h.,. ~ .......... ~ ~ '" , " ..."" f ):f ';. ;o'feL'tt \ ~\ ,~~j ,.." ,;1-t 1\1"-<./ I..,j;l "'"I- ~.t> .:Y ,.il{,~..,;r ,,;- t' CONDITIONAL USE REQUEST r ~J I .. r 'I 1 -) >4 I ..... ;;;: < ~ '!, ~l?;>:,-~DESCRIPtloN OF REQUEST: t:t..-;\. ;'t1~",,"'.t:,/~ "'1.,~...~ l,r"J''''~I~ ~~ '1 ~~ 1.i- ~ ",1. , I' ;.. r<- I t J ... ..... J ,.. ~J~}"~,j,r:~.~~N(:tDA~:' '-"'"Mare', 1, 1994 I'~..- ''!):"l"' ~.p.".-c.~ ....'''' ~ If 1 ,.:.-f(... C... :~~ ,. . ,cASE "#:\=.' 'CU'94-15 ' ~...r-151' r' J ~$~.- 1ft.. j 11i'1-' ~ ... ..r - ~ t.... ,I>- '7 '.j I """': \' _:'LEGAUADDRESS/LC:)CATlON/SIZE: :: +7) J~ '"' ~ 'S ~....M - ~ , .... ~ ~~L~\- :1,: ~~,,~t ;;;:"""..,' "":... \ .;J 1.)1;(" ii\.."f ~~ ~ ~~~... ..... 1,J-r r' 1- ~ ~"!f ;;,.. ~I J ;'\:".j ~"\......"" ~ ~ ':;;.,,"v ~< \OWN~E;JYAPPUCANT UIUSINESSI/REPRESENTATlVE: I ,~ r f :: ~~ 1....,..t r' , ~1) .. "1.",~ f.....J. .. ~ -\ ~ j - .J '~'i1<4.~ - - 1. .... l - .. 1:;:........1... ..l'~ -r:'J ~ J" J-r. *- ..c ~.- 1 :;~?~.~. ~ CONomONAl USEIS) REQUESTED: Alcoholic beverage sales ~ .,J;I ~ 1 "'- ... , ' ( ;~ ~ ~~ ~ ~'qOOE crr A nON (Chapter. Section, Paragraph I: Sec 40.565 ( 1 ). cf ; ".l, )'"1... P t \ t ~ ~ /.... 0/<- ( t~: i j,;" ALCOHOUC BEVERAGESfTYPE ,OF ACTION: ""l...;.~ rt,(/I ~ '" ~~'1..J ~ I "P"....-c' '\ ' ",,"r' f "( ,:':r,:t}: ~FLORlDA LICENSE DESIGNATION: 4 COP SRX ~~+ 1i, l'\"~l:l:-+'" ,'" ~... t;;;.. > . ZONiNGWD USE PlAN DESIGNATION: RecPD (Recreational :. 4;. \, ~::.;' '_- ~ ,/ :, - > "- -.' Olstrlct)/R/OS I '!:)1",I'--7': ...", (""-W,t.,I......,... ,,;. I ~1i!\.,~", r'_'\~ } fJ.}. .J ~t~ .toot """; t ""t. t H -...'r -< - ~- i -.... ~ ~~ - ~ l:;... ,.li}ttr !~~ l:r;- ojl -....1 ... ..dl\~... 'I. I I-.,. ..,J. .(l.O'rlf ~ ~ " "I ~ . '" , , S! f,J " CITY OF CLEARWATER ...l~ ..., l .... ; / Ii . ,> ,r~'1. ~,tf > I\.' , -" ...; ~..... \.Ji New license. ....., !:.~....;'1.\,.s'r',...........;' f'1 J'\. II- ...,1 fJ ~ .. 11,J .... ~ ,\17 ...t"'~lb,'" <:1.1\...7 '"' ""~ \ V-.;r;l-'....'Jl i"; ~ J ,j ~ ~ "';"'~~ ~ :f~ \ !t _ 't-"'1-~ tt.... ... f .. ~ 9 31-28~ 16 ~&B \~.);lii ,". . ~~ mtersectlon ',of I ",~ , " ',~ l:~ J 1'" "'y"r j 7-~ ...J Executive Corp of Clearwat~'r,:'r' -><,9,?~ Inc./Dogwater Cafe III. Inc. -<'~,~" '::.lt~ .. F " ~....~ ""~""~-dr ~~"",sr..........~... ",~}"'-,.,-~~ on premise consumptIon 'G/~:', :~':~:t u -f l"f- .......~ .t'..... \. .h;:>..' ,} I.. ~:J ... ~-'), ">1\ ~ ~~...-;'> '1.... (t<'1-."" J.~ , A l~ f" ,... ,1" ~ .... C.s....... I;. ~ "I "l; '11 I ,..... J'"t\. I" l~~ r..., ..... -:r\'~ 4".4. ... I ~ ""tt f-" .r "" '! t .....l,'j. ~ 1... ...~ t {'" I...\~ y'r"-~,, ~ .. -t"'l... ,,'tTl \ It...... :;:f.oi<~\"" "'~.{ ~I';;-~ I :I:, "...1....., 1 0'" ~ I ;.; t,lt j( ~.. Planned Development, 'f ~~' .... ...- ...J::;, -"'')7'f 1 l r .J. :::.....~ i 2 -",-; .. .. ~~ ,'" I ) ~ ;j I ~~I!i~lr ~~ ~h...\.~ ";"r/>;L'-t<='rl.....~\~l .. \>.... f 'it ~ '^'~ "'... \ ~(*\""j,1~ ~t-'w>l"'t: ,.,- , "};f t,""- ~ ..,I ...:~ I \- n.r~l \ t) \ tr ~ ~..,. \. Jop 3 - '[I) ~.. i~--~t ; of' .r"i_,,"'fi.l' ~ 1....,..~ ...... .. ~~~.j" (~<II..,...lb I . /~ ~ ~ ~ 'tj; ~ ('":1 'f - , ^ } --. ...l~ - , . -' '{.... .L,. . " . . ,. , , . - ~.... , ' Sec' 30:28.16" "M&B 3,2:03' &~ Sec 21 .02 ./t.506 <<:;. Caurl trysida j; BJvd~ I At Enterpnse -Ra~'1 0 acres. 4,.= ,"~-' "'--"..... ~ '> ~ ....""* .... , , , ~ t ....~ 4 't' '" '" FUTURE LAND USE I . , 1 ~, . , ';LOCATlON PLAN CATEGORY ZONING , '" . ACTUAL USE ^-;., . ~ - I t ~ - :.. c , Restaurant/Golf . " , 1 Subject Propeny Recreation/Open Space RecPD , course , , , , ;~'f "'I"" ...... r ~_ JnstitutJonal & ResldentJal Church & Multi-Family>", .-: l...t /~.!o; ~ - North " ~ > High P/SP & RM 28 < ~ , - , - I- ,{ ~ I , South . Residential Ur"';on RM 8 & RS 8 Residential , . " - Industrial &. M.l & OG Industrial & Offices , " - eaSt , ~ Residentlal/Offlce!Genera I ' ' >' c . ' Residential Urban & RPD 7 & Rm , 6 ' Residential' Welt , Residential Medium , . " EXISTING FUTURE LAND USE, ZONING AND ACTUAL USE OF - APPLlCAN,T'S AND SURROUNDING PROPERTIES .,.. { '1Io ::: "- .... - ^ , , , " L"(:'" of(o , --" I..... V~I ~\ "'.! 1 "I'~; T f'-~ J~ '1 r'i , J - l 1,-; ~ 1,. .(;__cf ~ ,...1 't > ' ~ ?~: ~ t ". , J.~.,:l~ , , , , . ." I ~....'" -.;-..{ , ",~~ ... ~ 1r~ :, }; "'r ) <' , [) , . -... ...1)( 1'" ~ h... J I . "'" , . , , "'" 1 , 1 I - ~.... I \.., ~ ,...t. f ,- '""':> <4 -' .."'" .... .., e 'COMPATIBILITY WITH SURROUNDING PROPERTIES Jo. u,.r r , , ", ,); ~ ,,~ .lPT,.o! ,. ..-.....1 ~ -, " B Generally' compatible as proposed. - ," " , l ",,1",. \- , , [J GenerallY'lncompatlble as proposed Possible mitigatIon measures '" CU 94~15 PAGE 2 I~~~\ , I~ ~l -! I <-- 1 ~. ~ f~.? ,^., REASON FOR REQUEST: , ,O~ "This is a request: for a conditional u~e permit to allow: "~; " ,the sale of alcoholic,beverages for on premise consumption of bt:er/wlne/hquor (new hcenseA 1 .. ~ ~ .. '~~. ?~S:OP S~X)' a~f an: existing restaurant facility to be na mod n Dog water Cafe" located on . ttle 1~'t l ,," 7 .- L J (, ~ \ I '.t', ~1Countrysid8 Executive Golf Course property. On August 8. 1992. the Board grante~ a ,4 COP:"' (~ SAX iicinse ~~>The'subject restaurant facility was formerly known as "Shamrock's on the' ", ~...... '..... .... ..." .!" ! .... 1 I '-' J ... i;::. ", .~ Green.. The 'applicant proposes to have live musical enterta inme nt occa SIO n ally. The proposed, \ ,~, ,.. 'f..J;.' 1 ~t ~~t hours of ~peratton are: weekdays 9:00 8.m. to 2:00 a m.; and weekends 9:00 d.m. to 2:00 a.m. ~ qft>"', - (' " ,"" ,.' The restaura."t has a~, indoor seating capacity of 205 and no outdoor seating provided. , '- -:t ~ ~ ,~ '" , , , " . :;'FACTORS TO CONSIDER: p, \ ~ I ffiEVIOUS RELATED BOARD ACTIONS o 'None .. For s~bject property (minutes/action agenda attached). ....; l . ~ , r o For properties in vicinity (minutes/action agenda anachod) ) I ....\~...\:;;:~''l-f "" ~ J I , -, .'OTHER DEPARTMENT/CITIZEN/OUTSIDE AGENCY COMMENTS ~ ..~~ ~ ,S' If 1., ..... ~..... t It ~ \ - c -{,Nan8~ " 1< '" ... 4 ^' -t ,. l< III ,~See attached comments from other revieWing City depanmeNs. \ .t ~ .., " , - , .' o -See attached comments from citizens. ,,- c, 'See attached comments from outside revlewl.ng agonCle:>:. " , -' COMPLIANCE -WITH APPROVAL STANDARDS 1 -', .....~ ... ~:J,.f> IiIl Appears to comply With au' ~tandards for approval as proposed. " , ' .' , " t?o~s not appear to comply With follOWing standards for approval: - , ;- I , c o t )"'" - - ~ <'"\ ~ 1 -{<:'... .' . , , ;~ ','\\ . 1 , f " , If..t :~ , ~ l ~"// . ( , \ .J~ t~ J >(' , -- , ~" ,:'~r ll:. I\J~ q , J ~6 1 ~,ft 1~l" ... , ' > -' '~ I't, -.., .... :'., :-,."7 " to )"':"'l~ j , 'I ,1/ ") ~ ~ - "I 1-..... '" . ~t'7"'_.... -> . j. '" ... ",.~ ~ . . , t.... l "'" " \ ,0 " \t - , - . ~ , , r'mellas County Property Appr^ -""r Information 3028 16 00000 320 03(\1\ Page 2 of6 30 / 28 / 16 / 00000 / 320 / 0300 12-llov-2004 JuCJ Srrllth, CFA Pinellas County Property Appralser 09:07'10 OwnershlP InforMatlon Ilon-Resl de nt lal Property Address, Use, and Sales EXECUTIUE CORP CL~ INC OBK' 04640 OPG 1036 2506 COUNTRYSIDE BLVD [:l EARWATER FL 33763-1635 EVACUA nON ZON E . NOliE Corr.par ab Ie sales value as Prop Addr. 2506 COUIHRYSIDE BLVD of Jan 1, 2003, based on Census T rac t . 269.06 sales frorr. 2002 - Z003' 0 Sale Date OR Book/Page Prlce (Qual/UnQ) Vac/Irr.p Plat Inforrr.atlon 0 ! 1,917 4.640/1.036 150.000 (Q) I 0000' Book Pgs - 0 /0 0/ 0 0 ( ) 0000 Book Pgs - 0 10 0/ 0 0 ( ) 0000. Book Pgs - 0 10 0/ 0 0 ( ) 2004 Value EXEMP T IONS Jus t / Marke t, 1,456,400 HOrrles tead NO OwnershlP % .000 Govt Exerr. NO Use %, .000 Assessed/Cap, 1.456,400 Instltutlonal Exerr.: I{O Tax Exerr.pt %. .000 Hlstorlc ExeM 0 T axab Ie 1.456.400 Rgr leul tural, 0 2004 Tax Inforrr.atlon Dlstrlct CW Seawall Frontage Clear-wate r- Vlew 04 Mlllage' 22 9694 Land Slze Unlt Land Land Land Front x Depth Price Units Meth 04 Taxes: 33.452 63 1) 0 x 0 4.000 00 43.22 A Speclal Tax 00 2) 0 x 0 40.000 00 18 00 T 3) 0 x 0 5 00 48,311 00 S Wlthout the Save-Dur-Horrles 4) o x 0 . 00 00 cap, 2004 taxes wlll be 5) 0 x 0 00 00 33.452 63 6) 0 x 0 DO ,00 Wlthout any exerr.ptlons, 2004 taY8::J wlll be 33.452.63 Short Legal EXECUTIVE COUNTRYSIDE GOLF COURSE l VlNG It~ 30 3; 31- Descrlptlon 28-16 BEING 5 Of SR 580, E OF BELCHER RD. II 3; E Of Building Information http //pao co pmeJlas fl us/htbmJcgl-scr3?0=1&a=1&b=1&c=1&r= 16&s=4&t3=1&u=0& 11/12/2004 Pl11ellas County Property Appr~ -"'r Informatlon 30 28 16 00000 320 0301'1 Page 3 of6 Property and Land Use Code descflp-tJOns . Buddmg 1 . BUJ]i,.llng 2 BUlldmg #1 30 / 28 / 16 / 00000 / 320 / 0300 :01 lZ-Nov-Z004 JI~ 5~lth, CFA Plnellas County Property AppraIser 09:07:09 Co~~erclal Card 01 of Z I~prove~ent Type RecreatIonal Pr opel' ty Address, Z 506 COUN TR YS 10 E B lUO Prop Use: 355 Land Use: 38 Structural Elements FoundatIon Floor Syste~ ExterIor Wall HeIght Factor Party Wall 5trucb.wal Fra~e Roof Fra~e Roof Cover CabInet & MIll Floor FInIsh InterIor FInIsh Total UnIts Spread/Hono footIng Slab on Grade Conc BlOCk/Stucco o Ilone Hasonry PIllar&Steel Gable 3: HIp COMpOSItIon Shlngle Average Carpet COMbInatIon Drywall o HeatIng & All' Heating&Cooling Pckg FIxtures 13 Bath Tile ElectrIC Shape Factor QualIty Year BUllt Effectlve Age Other DepreciatIon FunctIon DepreCIatIon Econo~lc DeprecIatlon floor + Half Average Rectangle Average '-'all L 978 15 o o o Sub Areas DescrIptIon Factor Area DescrlptIon F ac tor Area 1) Base Area 1 00 8. Z 71 7) 00 0 2) Open Po'"ch 30 Z77 8) 00 0 3) .00 0 9) 00 0 4) .00 0 10) 00 0 5) .00 0 11) 00 0 6) 00 0 12) 00 0 Commercial Extra Features DescrlptIon DI~enSlon8 Price UnIts Value RCD Year 1) ASPHALT 1 50 Z7.000 40.500 40,500 999 2) fIREPLACE 7,500 00 1 7.500 3,980 1.978 3) CARPORT 5 00 L 600 8.000 3. ZOO 1.978 4 ) GAZEBO Z5. 00 309 7.730 3.090 1,978 6) . 00 0 0 0 0 6) 00 0 0 0 0 TOTAL RECORD VALUE, 50.170 BUIlding #2 http //pao co pl11ellas fl us/htbm/cgl-scr3?0=1&a=l&b=1&c=1&r= 16&s=4&t3=1&u=0& 11/12/2004 Pmellas County Property Appro -ar Information 30 28 16 00000 320 03(\() Page 4 of6 30 / 28 / 16 / 00000 / 320 / 0300 :02 12-"ov-2004 J1M 5Mlth. CFA Plnellas County Property Appralser 09:07.10 COMMerClal Card 02 of 2 IMproveMent Type ~arehouse Property Address 0 Prop Use 355 Land Use 38 Structural Elements Foundatlon Floor SysteM Exterlor Wall Helght Factor Party Wall S t r uc tw"al FraMe Roof FraMe Roof Co~er Cablnet &. f'/1111 Floor Flnlsh Interlor Flnlsh Total Unlts Cont~nuous foot~ng Slab on Grade Concrete Block o None None Gable & Hlp Composition Shingle Average Concrete f~n~sh Unflnlshed o Heating &. Air None F:lxtures Bath Tl1e Electrlc Shape Factor Qual1 ty Year Built Effectlve Age Other Depreciation Functlon Depreciatlon EconOM1C Depreclation o None Average Rectangle fair 1,980 15 o o o Sub Areas Descrlption Factor Area Descrlptlon Factor Area 1) Base Area I. 00 3,200 7) .00 0 2) 00 0 8) .00 0 3) 00 0 9) .00 0 4) 00 0 10) .00 0 5) 00 0 11) .00 0 6) 00 0 12) .00 0 Commercial Extra Features Descrlptlon D1Mensions Prlce Unlts Value RCD Year 1) .00 0 0 0 0 2) 00 0 0 0 0 3) 00 0 0 0 0 4) 00 0 0 0 0 5) 00 0 0 0 0 6) 00 0 0 0 0 TOTAL RECORD VALUE. 0 Map With Property Address (non-vacant) ~~[t][!]~[5] http I/pao co pmel1as f1 us/htbm/cgl-scr3?o=1&a=1&b=1&c=I&r= I6&s=4&t3=I&u=0& 1 1112/2004 P1I1elIas County Property Appr~ ~"T Infonl1atIOn 3028 16 00000320 OyV) Page 5 of6 2625 '''",- S'i C6~aRE 2r;2i ' ;lye ..'l.1\100E // '" OP - '" Jf"7 "- ~ M(Jf(E / lP "" / 22S 7 I; /< SEOUO 18 '" / ,DR ", / \ 2'j6~" 2'C~E~WI' 'sEO~UO~\ \ )9 ,.oF; \.. 911-\\ \ , ----- ~252 SEQLJOI A. DR 2532 ENTERPRISE RO l.L. 32/03 ~],22 Ac s SOIA OR L Ul o (,"1 2608 EN1ERPRISE PO 2506 COUNTJi.'{ SIDE BL""\IO 247 S5 'eV )~O'" ~~~6L P It'JES ~o, 2561 ROYAL PINES 2550 R01' AL PINES 1/8 Mile Aerial Photograph (2002) http //pJO co p1l1ellas f1 uslhtb1l1/cgl-scr3?0=I&a=l&b=1&c=1&r= 16&s=4&t3=I&u=O& 11/12/2004 Pmcllas County Property Appr~-~~r InfonnatlOn 3028 1600000320 OY'I) Page 6 of6 Pinellas County Property Appraiser Parcel Information Back. to S_earch Pag~ An explanatIOn of this screen http //pao co pmellas fl us/htbm/cgl-scr3?0=I&a=1 &b=l&c=I&r= 16&s=4&t3=I&u=0& 11/12/2004 , ?mellds County Property Appr~ -~r InformatJOn 30 28 16 00000 320 03(.)n Page 5 of6 In ~ m -/~--. \ .......'I. j lJjtD )lc 1 \ \ \ \ \ \ \ \, \ \ \ \ \ \, \ \ , \ \ \ \ // \. - \ \ ~ ,-, ,'-. A \ l' ' :--." // V \, ;;; ') '\ ~ /,,/ \ f y<~ , V~ !' \ ( ~:< L-'0 ~ 1/8 Mile Aenal Photograph (2002) http //pao co pmellas fl us/htbm!cgl-scr3?plus=1 &r=0%2E64&o=1 &a=l &b=l&c=l &5=4 11/12/2004 I I I I I I I I I I I I I I I I I I I [[_ D~FT 1 . - ,-- . -- ~ ~ - -"- .--.....-/ ./ Drainage Report for Costa Verde at Countryside aka Countryside Executive Golf Course July 2005 City of Clearwater Pine lias County, Florida prepared for: Beazer Homes prepared by Florida Design Consultants, Inc New Port Richey, Flonda ~- EPN 169 282-02 ; \\~n~"h..dlU I " ))pct~~~.~~~~ ',;" ...."'" ..... Ii.. ~-,.,. / )' .~ '-..-1U L 6 e{'~n[Jf;, ': :: '. 11' <,J"..:-;) , ~ ...fL P E. 'N ~,J 4d&1'~ --;;"( I :: N:,:s ....e:>. ; - :; c: )'--1~ v '>;;. - /'\ ,~ I D I I I I I I I I I I I I I I I I I Drainage Report Costa Verde at Countryside Contents Narrative EXisting Condition ICPR Schematic EXisting Conditions Basins EXisting Conditions lCPR Input 25Yr 24Hr EXisting Hydrograph Peak Discharge Summary 25Yr 24Hr EXisting Node Peak Discharge Summary Proposed Condition ICPR SchematIc Proposed Conditions Basins Proposed Ponds Proposed Conditions ICPR Input 25Yr 24Hr Proposed Node Peak Discharge Summary 100Yr 24Hr Proposed Node Max Summary IOYr 1 Hr Proposed Node Max Summary for use In Stormtab Storm tab Pages 1 - 2 3 4 - 18 1 9 - 27 28 29 30 31 - 35 36 - 40 41 - 48 49 50 - 51 AppendiX SCS Runoff Curve Numbers (Table 5-8, FOOT Drainage Manual) SOlis Map DralnaaeReoortCover.Contents CEGC xis Contents I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Drainage Report Existing Conditions Hydrologic Terrain Basin 1 Area: On-site = 4002 Off-sIte = 0000 A (acres) = 4.002 Composite CN: Land-Use Area HSG CN Resldentlal (1/8 acre or less, 65% Imp) 0000 B/D,D 95 Mamtenance bldg 0000 BID,D 98 Wooded (average) 0000 BID,D 79 Wooded (average) 0000 C 74 Open Spaces Golf Courses 4002 BID 89 Wetlands 0000 BID,D 95 Water 0000 100 Total 4002 Note If eXlstmg SOI]S are BID or D, use HSG = D for developed conditions eN = 89.0 fOf Golf Course BID =CN 80 use CN 85 (Avg between AMC II and AMC III) due to extensive ImgatlOn Time of Concentration (Sum of Segments) (Not less than 10.0 min) Overland Flow t(tnal) L 6 0 100 25 year Zone 6 IDF curve I 1007 s 0037 t(subl)l 599 N 02 Shallow Concentrated (RIll) Flow L s V t(sub2)2 1360 o 00228 0.8 2942 L v t(sub3) 0 2 00 T (minutes) = 35.4 Use-T (minutes) = 35.4 Challl1ehzed Flow. 1 EquatiOn (4-3), Hlllsborough County Stonnwaler Management Technical Manual, p 25 2 Fromequahon for FIgure 3-1, USDA, SCS, Urban HydrologyforSmall Watersheds, TR 55, Appendix F, p F-l Florida Design Consultants, New Port Richey FL EXlstCondHydrologlcTerralnCEGC xIs 1 6/29/20051051 AM I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Dramage Report Existing Conditions Hydrologic Terrain Basin 2 Area: On-site = 2 816 Off-site = 0000 A (acres) = 2.816 Composite CN: Land-Use Area HSG CN Resldenttal (1/8 acre or less, 65% Imp) 0000 BID,D 95 Mamtenance bldg 0000 BID,D 98 Wooded (average) 0000 BID,D 79 Wooded (average) 0000 C 74 Open Spaces Golf Courses 2348 BID,D 89 Wetlands 0468 BID, D 95 Water 0000 100 Total 2816 Nole If eXlstmg sOlis are BID or D, use HSG = D for developed conditIOns eN = 90.0 For Golf Course BID =CN 80 use CN 85 (Avg belween AMC II and AMC 1lI) due to extensive lITIgatIOn Time of Concentration (Sum of Segments) (Not less than 10.0 min) Overland Flow t(tnal) L 86 135 25 year Zone 6 IDF curve s o 0237 t(sub1r 860 N 02 I 893 Shallow Concentrated (Rill) Flow L s V t(sub2)2 370 o 0073 14 447 L v t(sub3) 0 2 00 T (minutes) = 13.1 Use- T (minutes) = 13.1 Channel1zed Flow I EquatIOn (4-3), Hlllsborough County Stormwater Management Techmcal Manual, p 25 2 From equatIOn for Figure 3-1, USDA, SCS, Urban Hydrologyfor Small Watersheds, TR 55, AppendIX F, p F-l Florida DeSign Consultants, New Port Richey FL EXlstCondHydrologlcTerramCEGC xis 2 6/29/20051051 AM I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Dramagc Report Existing Conditions Hydrologic Terrain Basin Saint Michaels Area: On-sIte = 0000 Off-SIte = 8 760 A (acres) = 8.760 Composite CN: Land-Use Area HSG CN CommercIal (Church) 3920 BIO,O 95 Paved Parkmg I 650 BID, 0 98 Grassed Parkmg 2940 BID, 0 79 Waoded (average) 0000 C 74 Open Spaces Golf Courses 0000 C 89 Wetlands 0000 BID, 0 95 Water 0250 100 Total 8760 Note If eXlstmg SOlh. are BfD or D, use HSG = D for developed condll1ons eN = 90.3 Time of Concentration (Sum of Segments) (Not less than 10.0 mill) Overland Flow t(tnal) L 13 7 180 25 year Zone 6lDF curve I 752 s o 0028 t(sub 1)] 13 71 N o 1 Shallow Concentrated (RIll) Flow L s V t(sub2)2 0 o 0073 I 4 000 L v t(sub3) 1160 2 97 T (minutes) = 23.4 Use-T (minutes) = 23.4 Channelized Flow 1 Equation (4-3), Hdlsborough County Stormwater Management Techmcal Manual, p 25 2 From equation forF]gure 3-1, USDA, SCS, Urban Hydrology for Small Watersheds, TR 55, AppendlX F, p F-I Florida Design Consullanls, New Port RIchey FL EXlstCondHydrologlcTerramCEGC xis StM'ls 6/29/20051051 AM I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Drainage Report Existing Conditions Hydrologic Terrain Basin 3 Area: On-site = 0938 Off-sIte = 0954 Composite CN: Land-Use ResIdentIal (1/8 acre or less, 65% Imp) Mamtenance bldg Wooded (average) Wooded (average) Open Spaces Golf Courses Wetlands Water Total Area 0854 0000 0000 0000 0838 0200 0000 1 892 HSG C B/D,D BID,D C BID BID,D Note If eXisting :oOl]S are BID or 0, use HSG = 0 for developed conditIOns A (acres) = ] .892 CN 90 98 79 74 89 95 100 for Golf Course BID =CN 80 use CN 85 (Avg between AMC II and AMC Ill) due 10 extensive liTigation eN = 90.1 Time of Concentration (Sum of Segments) (Not less than ]0.0 min) Overland Flow t(tnal) L 44 78 Shallow Concentrated (RIll) Flow N 02 I 11 09 25 year Zone 6 IDF curve S o 0539 t(sub 1)1 444 L S V t(sub2)2 0 o 00103 05 000 L v t( sub3) 555 2 4.6 T (minutes) = 9.1 Usc-T (minutes) = 10.0 ChannelIzed Flow 1 EquatIOn (4~3), Htllsborough County Stormwater Management Technical Manual, p 25 2 From equatIOn for Figure 3-1, USDA, SCS, Urban Hydrology for Small Watersheds, TR 55, AppendIX F, p F-l Florida Design Consultants, New Port Richey FL EXlstCondHydrologlcTerralnCEGC xis 3 6/29/2005 1051 AM I I I I I I I I I I I I - I I I I I I Countryside Executive Golf Course Drainage Report Existing Conditions Hydrologic Terrain Basin 4 Area: On-site = 0275 Off-sIte = 0000 A (acres) = 0.275 Composite CN: Land.Use Area HSG CN CommerCial (85% ImpervIOUS) 0000 BID, 0 95 Mamtcnancc bldg 0000 BID, 0 98 Woodcd (average) 0000 BID, 0 79 Wooded (averagc) 0000 C 74 Open Spaces Golf Courses 0275 BID 89 Wetlands 0000 BID, 0 95 Water 0000 100 Total 0.275 Note If eXIstmg s01ls are BID or D, use HSG = D for developed condltlons eN = 89.0 For Golf Course BID =CN 80 use eN 85 (Avg between AMC II and AMC III) due 10 exlen<;lVe ungatlOn Time of Concentration (Sum of Segments) (Not less than 10.0 min) Overland Flow t(tnal) L 11 5 130 25 year Zone 6 IDF curve S o 0385 t(subl)' 11 49 N 04 I 804 Shallow Concentrated (R.JJI) Flow L s V t(sub2)2 0 o 00103 05 000 L v t(sub3) 0 2 00 T (minutes) = 11.5 Use-T (minutes) = 11.5 ChannelIzed Flow I Equation (4-3), Htllsborough County Stonnwater Management Techmcal Manual, p 25 2 From equatIOn for Figure 3-1, USDA, SCS, Urban HydrologyforSmall Watersheds, TR 55, AppendiX F, p f-1 FlOrida DeSign Consultants, New Port Richey FL EXlstCondHydrologlcTerramCEGC xis 46/29/2005 I I I I I I I I I I I I I I I I I I I Countryside Execuhve Golf Course Dramage Report Existing Conditions Hydrologic Terrain Basin 5 Area: On-site = 2219 Off-site = 0705 A (acres) = 2.924 Composite CN: Land-Use Area HSG eN Commercial (85% IrnpeIVlOus) 0705 B/D,D 95 Mamtenance bldg 0040 BID, 0 98 Wooded (average) 0000 B/D,D 79 Wooded (average) 0000 C 74 Open Spaces Golf Courses 1 979 B/D,D 89 Wetlands 0200 B/D,D 95 Water 0000 100 Total 2924 Note If eXlstmg soIi~ arc BID or D, use HSG = D for developed condltlOllS eN = 91.0 For Golf Coun.e BID =CN 80 use CN 85 (A vg between AMC II and AMC III) due to extensIve Imgaholl Time of Concentration (Sum of Segments) (Not Icss than 10.0 min) Overland Flow t(tnal) L 18 6 170 25 year Zone 6lDF curve S 0.01706 t(sub 1)] 1860 N 04 I 664 Shallow Concentrated (Rill) Flow L s V t(sub2)2 950 o 00163 07 2431 L v t(sub3 ) 0 2 00 T (minutes) = 42.9 Use- T (minutes) = 42.9 Channelized Flow 1 Equation (4-3), Hlllsborough County Stonnwater Management Technical Manual, p 25 2 From equation for Figure 3-1, USDA, SCS, Urban Hydrology for Small Watersheds, TR 55, AppendIX F, p F-l Florida DeSign Consultants, New Port Richey FL EXlstCondHydroJoglcTerramCEGC xis 5 6/29/2005 I I I I I I I I I I I I I I I I I I I CountrysIde l<:xecutJvc Golf Course Dramage Report Existing Conditions Hydrologic Terrain BaslD 6 Area: On-site = 12 008 Off-site = 0 702 Composite eN: Land-Use ResIdential (118 acre or less, 65% Imp) Parkmg @ clubhouse Wooded ( average) Wooded (average) Open Spaces Golf Courses Wetlands Water (Pond 2) Total Area 0702 0000 0000 0000 11 336 0298 0374 12 710 HSG C B/D,D BfD,D C BID,D B/D,D Note If eXlstmg ~Ol]<; are BID or D, use HSG = D fOf developed conditions A (acres) ~ 12.710 eN 90 98 79 74 89 95 100 For GolfCou~e BID =CN 80 use CN 85 (Avg between AMC II and AMC III) due to extenSive IrngatlOn eN ~ 89.5 Time of Concentration (Sum of Segments) 25 year Zone 6 IDF curve (Not less than 10.0 min) Overland Flow t(tnal) L N I S t(sub 1 i From North 458 300 04 432 o 00467 4582 From South 458 90 04 432 002667 13 19 Shallow Concentrated (Rill) Flow: L s V t(sub2)2 From North 1000 o 0029 09 19 18 From South 895 o 00201 07 2062 Channelized Flow L v t( sub3) 0 2 00 T (minutes) ~ 65.0 Use- T (minutes) ~ 65.0 I Equation (4-3), Hdhborough CounLy Stormwaler Management Technical Manual, p 25 2 From equatlOn for Figure 3-1, USDA, SCS, Urban HydrologyjorSmal! Watersheds, TR 55, AppendIX F, p F-I FlofJda DeSign Consultants, New Port Rtchey FL EXlstCondHydrologlcTerramCEGC xis 6 6/29/2005 I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Dramage Report Existing Conditions Hydrologic Terrain Basin 7 Area: On-sIte = 1 897 Off-site = 1 578 A (acres) = 3.475 Composite CN: Land-Use Area HSG CN Residential (1/8 acre or less, 65% Imp) I 578 BID,D 9S Mamtenance bldg 0.000 BID,D 98 Wooded (average) 0.000 BID,D 79 Wooded (average) 0000 C 74 Open Spaces. Golf Courses 1.897 BID,D 89 Wetlands 0000 BID,D 95 Water 0000 100 Total 3475 Note If eXlstmg sods are BID or D, use HSG = D for developed condlttons eN = 91.7 For Golf Course BID =CN 80 use CN 85 (Avg between AMC II and AMC Ill) due to extensIve lfTlgatLQn Time of Concentration (Sum of Segments) (Not less than 10.0 min) Overland Flow t(tnal) L 82 85 25 year Zone 6 IDF curve N 04 S 00435 t(subl)l 8 18 I 908 Shallow Concentrated (Rtll) Flow L s V t(suh2/ 0 000228 08 000 ChannelIzed Flow L v t(sub3) 1070 2 89 T (minutes) = 17.1 Use- T (minutes) = 17.1 I Equation (4-3), Hlllsborough County Storm water Management Techmcal Manual, p 25 2 From equation for FIgure 3-1, USDA, SCS, Urban Hydrology for Small Watersheds, TR 55, AppendIx F, p F-I Florida Design Consultants, New Port Richey FL EXlstCondHydrologlcTerralnCEGC xIs 7 6/29/2005 I I I I I I I I I I I I I I I I I I I Countryside Fxecutlve Golf Course Dramage Report Existing Conditions Hydrologic Terrain Basin 9 Area: On-<;lte = 3 209 Off-sIte = 0000 A (acres) = 3.209 Composite eN: Land-Use Area HSG eN Resldenttal (118 acre or less, 65% Imp) 0000 C 90 Parkmg @ clubhouse 0916 BID, D 98 Wooded (average) 0000 BID, D 79 Wooded (average) 0000 C 74 Open Spaces' Golf Courses 2029 BID, D 89 Wetlands 0000 B/D,D 95 Water (m DItch) 0264 100 Total 3209 Note If eXisting s01ls are BID or D, use HSG = D for developed conditions eN = 92.5 For Golf Course BID =CN 80 use CN 85 (Avg between AMC II and AMC III) due to extensive lITIgatIOn Time of Concentration (Sum of Segments) (Not less than 10.0 mm) Overland Flow t(tnal) L 130 210 25 year Zone 6 IDF curve S 00176 t(subl)1 1303 N 02 I 767 Shallow Concentrated (RIll) Flow' t(sub2)2 265 L 290 s V 1 8 00128 ChannelIzed Flow L 575 v 2 t(sub3) 48 T (minutes) = 20.5 Usc-T (minutes) = 20.5 1 Equallon (4-3), Htllsborough County Storm water Management Techmcal Manual, p 25 2 From equatIOn for Figure 3-1, USDA, SCS, Urban Hydrology for Small Watersheds, TR 55, Appendix F, p F-l Flonda DeSign Consultants, New Port Richey FL EXlstCondHydrologlcTerramCEGC xis 9 6/29/2005 I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Dralllage Report EXisting Conditions Hydrologic Terrain Basin 10 Area: On-site = 3 633 Off-sIte = 0000 A (acres) = 3.633 Composite CN: Land-Use Area HSG eN Residential (l/8 acre or less, 65% Imp) 0000 C 90 Parkmg @ clubhouse 0275 BID,D 98 Wooded (average) 0000 BID,D 79 Wooded (average) 0000 C 74 Open Spaces Golf Courses 3089 BID,D 89 Wetlands 0000 BID,D 95 Water (m DItch) 0269 100 Total 3633 Note If eXlstmg sods are BID or D, use HSG = D for developed conditions eN = 90.5 for Golf Course BID =CN 80 use CN 85 (Avg between AMC II and AMC III) due to extenSive Imgal10n Time of Concentration (Sum of Segments) (Not less than 10.0 min) Overland Flow t(tnal) L 27.3 220 25 year Zone 6 IDF curve I 560 S t(sub 1)1 001 2729 N 04 Shallow Concentrated (RIll) Flow L s V t(sub2)2 0 0021 23 0.00 L v t( sub3) 0 1 5 00 T (minutes) = 27.3 Use- T (minutes) = 27.3 Channehzed Flow I EquatlOn (4-3), Hlll~borough County Stonnwater Management Techmcal Manual. p 25 2 From equation for FIgure 3-1, USDA, SCS, Urban Hydrology for Small Water'iheds, TR 55, Appendix F, p F-I Flonda DeSIgn Consultants, New Port Richey FL EXlstCond Hydrologic T erralnCEGC xis 10 6/29/2005 I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Dramagc Report Existing Conditions Hydrologic Terrain Basin 11 Area: On-sIte = 3 239 Off-sIte = 0000 A (acres) = 3.239 Composite CN: Land-Use Area HSG CN ResIdentIal (118 acre or less, 65% Imp) 0000 C 90 Parkmg @ clubhouse 0333 BID, D 98 Wooded (average) 0000 BID, 0 79 Wooded (average) 0000 C 74 Open Spaces Golf Courses 2551 BID,D 89 Wetlands 0000 BID, 0 95 Water (In DItch) 0355 100 Total 3239 Note If eXlstmg so1ls are BID or D, u;,c HSG = D for developed conditIOns eN = 91.1 For Golf Course BID =CN 80 use CN 85 (Avg between AMC II and AMC III) due to extensive ImgatlOn Time of Concentration (Sum of Segments) (Not less than 10.0 min) Overland Flow. t(tnal) L 20 2 220 25 year Zone 6 IDF curve S 00227 t(sub 1 r 2021 N 04 I 641 Shallow Concentrated (RIll) Flow. L s V t(sub2)2 0 0.021 23 000 L v t(sub3) 0 1 5 00 T (minutes) = 20.2 Use-T (minutes) = 20.2 ChannelIzed Flow 1 Equation (4-3), Hlllsborough County Stonnwater Management Techmcal Manual, p 25 2 From equatIOn for Figure 3-1, USDA, SCS, Urban Hydrology for Small Watenheds, TR 55, Appendix F, p F-I Florida DeSign Consultants, New Port Richey FL EXlstCondHydrologlcTerralnCEGC xis 11 6/29/2005 I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Dramage Report Existing Conditions Hydrologic Terrain Basin 12 Area: On-stte = 0 795 Off-stte = 0 000 A (acres) :::: 0.795 Composite CN: Land-Use Area HSG CN ResIdential (1/8 aere or less, 65% Imp) 0.000 C 90 Parkmg @ clubhouse 0000 BfD,D 98 Wooded (average) 0000 BID,D 79 Wooded (average) 0000 C 74 Open Spaces Golf Courses 0545 B/D,D 89 Wetlands 0250 BfD,D 95 Water (@ NWL) 0000 100 Total 0795 Note If eXlstmg <;0I1s are BrD or 0, use HSG = 0 for developed conditions eN:::: 90.9 For Golf Course BID =CN 80 use CN 85 (Avg between AMC II and AMC III) due to extensive ImgatlOn Time of Concentration (Sum of Segments) (Not less than 10.0 min) Overland Flow. t(tnal) L 68 70 25 year Zone 6 TDF curve N 04 I 967 S t(sub 1)1 005 6 81 Shallow Concentrated (Rill) Flow. L s V t(sub2)2 80 0021 23 0.57 L v t(sub3) 0 1 5 00 T (minutes) :::: 7.4 Use-T (minutes) :::: 10.0 ChannelIzed Flow 1 EqualiOn (4-3), Htllsborough County Stormwaler Management Techmcal Manual, p 25 2 From equation for Figure 3-1, USDA, SCS, Urban Hydrology for Small Watersheds, TR 55, AppendIx F, p F-I FlOrida Design Consultants, New Port Richey FL EXlstCondHydrologlcTerralOCEGC xIs 126129/2005 I I I I I I I I I I I I I I I I I I I Countryside E,,-ecutivc Golf Course Dramage Report Existing Conditions Hydrologic Terram 8asm 13 Area: On-site = 4700 Off~Sltc = 0 330 A (acres) = 5.030 Composite eN: Land-Use Area HSG CN ResIdentIal (118 acre or less, 65% Imp) 0000 C 90 Parkmg @ clubhouse 0000 B/D,D 98 Wooded (average) 0000 BID, D 79 Wooded (average) 0000 C 74 Open Spaces Golf Courses (Good) 4360 BID 89 Wetlands 0260 100 Water(@ NWL) 0410 100 Total 5030 Note If eXlstmg s01ls are BID or D, use HSG = D for developed condlttons eN = 90.5 For GolfCour,<,e BID =CN 80 use CN 85 (Avg between AMC II and AMC III) due to extenSive Irngatton Time of Concentration (Sum of Segments) 25 year Zone 6 IDF curve Overland Flow t(tnal) 86 S 0029 t(sub 1)1 862 L 150 N 02 r 893 Shallow Concentrated (RIll) Flow L s V t(sub2)2 430 0005 1 1 6.28 L v t(sub3) 0 I 5 00 T (minutes) = 14.9 Use- T (minutes) = 14.9 Channehzed Flow 1 Equatton (4-3), Hlllsborough County Stom/water Management Techmcal Manual, p 25 2 FromequatlOll for FIgure 3-1, USDA, SCS, Urban HydrologyforSmall Watersheds, TR 55, Appendix F, p F-I Flonda DeSign Consultants, New Port Richey FL EXlstCondHydrologlcTerralOCEGC xis 136/29/2005 I I I I I I I I I I - I I' I I g I I I Countryside Executive (;Qlf Course Dramage Report Existing Conditions Hydrologic Terrain Basin 14 Area: On-site = 2.658 Off-site = 0375 A (acres) = 3.033 Composite CN: Land-Use Area HSG CN ResIdential (l/8 acre or less, 65% Imp) 0375 C 90 Parkmg @ clubhouse 0000 B/D,D 98 Wooded (average) 0000 B/D,D 79 Wooded (average) 0000 C 74 Open Spaces Golf Courses 2658 B/D,D 89 Wetlands 0260 B/D,D 95 Water (@NWL) 0410 100 Total 3703 Note If eXlstmg sOlIs are BID or D, use HSG = D for developed conditIons eN = 90.7 For Golf Course BID =CN 80 use CN 85 (Avg between AMC II and AMC Ill) due to extensIve IlTlgatiOn Time of Concentration (Sum of Segments) 25 year Zone 6 rDF curve Overland Flow t(subl)1 2733 t(tnal) 273 N 04 I 560 S 001087 L 230 Shallow Concentrated (RIll) Flow L s V t(sub2)2 755 000517 1 2 10 85 L v t(sub3) 0 1 5 00 T (minutes) = 38.2 Use- T (minutes) = 38.2 ChannelIzed Flow 1 EquatiOn (4-3), Hdl5borough County Stonnwaler Management Techmcal Manual, p 25 2 From equa110n for Figure 3-1, USDA, SCS, Urban Hydrology for Small Watersheds, TR 55, AppendIX F, p F-l Flonda DeSign Consultants, New Port Richey FL EXlstCondHydrologlcTerramCEGC xIs 14 6/29/2005 I I I I I I I I I I I I I I I I I I I CountrysIde Exccutlve Golf Coursc Dramage Report Existing Conditions Hydrologic Terrain Basin ]5 Area: On-site = 1 610 Off~sltc = 0000 A (acres) = 1.610 Composite CN: Land-Use Area HSG CN Residential (118 acre or less, 65% Imp) 0000 C 90 Parkmg @ clubhouse 0000 B/D,D 98 Wooded (average) 0000 BID,D 79 Wooded (average) 0000 C 74 Open Spaces. Golf Courses 1610 BID,D 89 Wetlands 0000 BID,D 95 Water (@ NWL) 0000 100 Total 1 610 Note If eXIstmg SOIb, are BID or D, u.',c HSG = D for developed conditIOns eN = 89.0 For Golf Course BID =CN 80 use CN 85 (Avg between AMC II and AMC Ill) due to extell.',lve ImgatlOn Time of Concentration (Sum of Segments) 25 year Zone 6 IDF curve Overland Flow. t(tnal) 11 9 S o 0208 t(sub 1)1 11 87 L 100 N 04 I 793 Shallow Concentrated (Rill) Flow L s V t(sub2)2 0 0.00517 1 2 000 L v t(sub3) 705 1 5 78 T (minutes) = 19.7 Use-T (minutes) = 19.7 Channehzed Flow 1 EquatIOn (4-3), Hlllsborough County Slam/water Managemenl Techmcal Manual, p 25 2 From equatIOn for Figure 3-1, USDA, SCS, Urban Hydrology for Small Watersheds, TR 55, AppendIX F, p F-l Flonda DeSign Consultants, New Port RIchey FL EXlstCond Hydrologic T erramCEGC xl s 15 6/29/2005 I I I I I I I I I I I I I I I I I I I I Countryside Kxecuhvc C'..olf Course Drainage Report Existing Conditions Hydrologic Terrain Basin BR4 Belcher Road Area: On-site = 0 000 Off-site = 0840 A (acres) = 0.840 Composite CN: Land-Use Area HSG eN ResidentIal (1/8 acre or less, 65% Imp) 0000 C 90 Road R!W (Belcher Rd) 0840 B/D,D 902 Wooded (average) 0000 B/D,D 79 Wooded (average) 0000 C 74 Open Spaces Golf Courses 0000 B/D,D 89 Wetlands 0000 B/D,D 95 Water (@ NWL) 0000 100 Total 0840 Note If ex 1l>t rng solis are BID or D, use HSG = D for developed conditIOns eN = 90.2 For Golf Course BID =CN 80 use CN 85 (Avg between AMC II and AMC III) due to extensIve ungatlOn Time of Concentration (Sum of Segments) 25 year Zone 6lDF curve Overland Flow t(sublr 000 t(tnal) 119 I 793 S o 0208 N 04 L o Shallow Concentrated (Rill) Flow L s V t(sub2)2 0 000517 1 2 000 L v t( sub3) 730 2 6 1 T (minutes) = 6.1 Use-T (minutes) = 10.0 ChannelIzed Flow I Equation (4-3), Hlllsborough County Stormwater Management Technical Manual, p 25 2 From equatiOn for Figure 3-1, USDA, SCS, Urban Hydrology for Small Watersheds, TR 55, AppendIx F, p F-I Florida Desrgn Consultants, New Port Rrchey FL EXlstCondHydrologrcTerrarnCEGC xIs BR4 6/29/2005 I I I I 'I, I I I I I I I I I I I I I I Countryside Executive Golf Course Drainage Report Existing ConditIOns Hydrologic Terrain Basin BR3 Belcher Road Area: On-site = 0000 Off-site = 8940 A (acres) = 8.940 Composite CN: Land-Use Area HSG CN ResIdential (1/8 acre or less, 65% Imp) 2400 BID, 0 92 Road R/W (Belcher Rd) 6540 BID, D 902 Wooded (average) 0000 BID, D 79 Wooded (average) 0000 C 74 Open Spaces Golf Courses 0000 BID,D 89 Wetlands 0000 BfD,D 95 Water (@ NWL) 0000 100 Total 8940 Note If eXlstmg SOlI~ are BID or D, u~e HSG = D for developed conditIOns eN = 90.7 For Golf Course BID =CN 80 use CN 85 (Avg between AMC II and AMC III) due to extensIve lmgatlOn Time of Concentration (Sum of Segments) 25 year Zone 6 IDF curve Overland Flow t(tnaI) 119 S 00208 t(sub 1 / 000 L o N 04 I 7.93 Shallow Concentrated (RIll) Flow L s V t(sub2)2 0 o 00517 1 2 000 L v t(sub3) 2850 2 238 T (minutes) = 23.8 Usc- T (minutes) = 23.8 Channehzed Flow 1 EquatIOn (4-3), Hillsborough County Stonnwater Management Techmcal Manual, p 25 2 From equatIOn for Figure 3-1, USDA, SCS, Urban Hydrology for Small Watersheds. TR 55, Appendix F, p F-l Florida Design Consultants. New Port Richey FL EXlstCondHydrologlcTerramCEGC xIs BR3 6/29/2005 I I I I I I I I I I I I I I I I I I I Countryside Executive Gnlf Course Dramage Report E:\isting Conditions Hydrologic Terrain Basin BRl Belcher Road Area: On-site = 0000 Off-site = 0 500 A (acres) :::=: 0.500 Composite CN: Land-Use Area HSG CN Residential (l/8 acre or less, 65% Imp) 0000 B/O,D 92 Road R!W (Belcher Rd) 0.500 B/O,D 902 Wooded (average) 0000 B/O,D 79 Wooded (average) 0000 C 74 Open Spaces Golf Courses 0000 BID,O 89 Wetlands 0000 BID,D 95 Water (@NWL) 0000 100 Total 0500 Note If eXlstmg s01ls are BID or D, use HSG = D for developed conditIOns eN:::=: 90.2 For Golf Course BID =CN 80 use CN 85 (Avg between AMC II and AMC III) due to extensive rrngatlon Time of Concentration (Sum of Segments) 25 year Zone 6 IOF curve Overland Flow. t(toal) 119 s 00208 t(sub 1)1 000 L o N 04 I 793 Shallow Concentrated (RIll) Flow L s V t(sub2)2 0 o 00517 1.2 000 L v t(sub3 ) ]00 2 08 T (minutes) = 0.8 Usc-T (minutes) = 10.0 ChannelIzed Flow 1 Equation (4-3), HJ!lsborough County Stormwater Management Techmcal Manual, p 25 2 From equatton for Figure 3-1, USDA, SCS, Urban HydrologyforSmall Watersheds, TR55, AppendIX F, p F-l Florida Design Consultants, New Port Richey FL EXlstCond Hyd rologlc T erralnCEGC xIs BR 1 6/29/2005 I I I I I I I I I I I I I I I I I I I Countryside Execuhve Golf Course Drainage Report Existing Conditions Hydrologic Terrain Basin BR2 Belcher Road Area: On-site = 0000 Off-site = 3 640 A (acres) = 3.640 Composite CN: Land-Use Area HSG CN ResIdentIal (1/8 acre or less, 65% Imp) 0640 B/D,D 92 Road RIW (Belcher Rd) 3000 B/D,D 902 Wooded (average) 0000 B/D,D 79 Wooded (average) 0000 C 74 Open Spaces Golf Courses 0000 BID,D 89 Wetlands 0000 B/D,D 95 Water (@NWL) 0000 100 Total 3640 Note If eXisting solis are BID or D, use HSG = D for developed conditIOns eN = 90.5 For Golf Course BID =CN 80 use CN 85 (Avg between AMC IT and AMC III) due to extenSive Imgatlon Time of Concentration (Sum of Segments) 25 year Zone 6 IDF curve Overland Flow S o 0208 t(subl)l 000 t(tnal) 119 L o N 04 I 793 Shallow Concentrated (Rill) Flow' s V 1 2 t(sub2)2 000 L o o 0051 7 ChannelIzed Flow: L 1165 v t( sub3) 97 2 T (minutes) = 9.7 Use- T (minutes) = 10.0 1 EquatIOn (4-3), Hlllsborough County Stonnwater Management Techmcal Manual, p 25 2 From equatton for Figure 3-1, USDA, SCS, Urban Hydrology for Small Watersheds, TR 55, Appendix F, p F-l Flonda Design Consultants, New Port Richey FL EXlstCondHydrologlcTerramCEGC xis BR2 6/29/2005 I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Dramage Report Existing Conditions Hydrologic Terrain Basin VOG (Village on the Green) Area: On-site = 6335 Off-site = 81 610 A (acres) = 87.945 Composite CN: Land-Use Area HSG eN Resldenttal (1/8 acre or less, 65% Imp) 67 550 BID,D 92 Road RJW (Belcher Rd) 0000 BID,D 902 Wooded (average) 0000 BID, D 79 Wooded (average) 0000 C 74 Open Spaces Golf Courses 6335 B!D,D 89 Wetlands 3910 B/D,D 95 Water (@ El 64) 7750 100 Total 85 545 Note If eXisting s01ls are BID or 0, use HSG = D fOf developed condItions eN = 92.6 For Golf Course BID =CN 80 use CN 85 (Avg between AMC II and AMC III) due to extenSive IfflgatlOn Time of Concentration (Sum of Segments) 25 year Zone 6 IDF curve Overland Flow t(subl)! 2731 t(tnal) 273 L 230 N 04 I 560 S o 0109 Shallow Concentrated (Rill) Flow L S V t(sub2)2 755 o 00517 1.2 1085 L v t(sub3) 400 2 33 T (minutes) = 41.5 Use-T (minutes) = 41.5 Channehzed Flow Overland and Shallow Concentrated from Golf Course (On-SIte) 1 Equation (4-3), Hdlsborough County Stormwater Management Techmcal Manual, p 25 2 From equation for FIgure 3-1, USDA, SCS, Urban Hydrology for Small Watersheds, TR 55, AppendIX F, p F-I Florida DesIgn Consultants, New Port Richey FL EXlstCondHydrologlcTerralnCEGC xis VOG 6/29/2005 I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Drainage Report Existing Conditions Hydrologic Terrain Basin 76 Lakewood Dr Area: On-site = 0000 Off~slte = 20 700 Composite eN: Land-Use Resldentral (118 acre or lcss, 65% Imp) Road R/W (Belcher Rd) Wooded (average) W aoded (average) Open Spaces' Golf Courses Wetlands Water(@NWL) Total Area 20 700 0000 0000 0000 0000 0000 0000 20700 HSG B/D,D B/D,D B/D,D C B/D,D B/D,D A (acres) :::: 20.700 CN 92 902 79 74 89 95 100 Note If eXlstmg solis are BID or D, use HSG "" D for developed conditIOns For Golf Course BID =CN 80 u<;e CN 85 (Avg between AMC II and AMC III) due to extensive ungatlOn eN = 92.0 Time of Concentration (Sum of Segments) Overland Flow t(tnal) 120 L 100 N 04 I 791 25 year Zone 6 IDF curve S 0.02 t(sub 1)1 1203 L - s V t(sub2)2 0 0.00517 1 2 000 L v t(sub3) 1900 2 158 T (minutes) = 27.9 Use-T (minutes) = 27.9 Shallow Concentrated (Rill) Flow ChannelIzed Flow I EquatIOn (4-3), Hdlsborough County Stomlwater Management Techmcal Manual, p 25 2 From equatIOn for FIgure 3-1, USDA, SCS, Urban Hydrology for Small Watersheds, TR 55, Appendix F, p F-j FlOrida DeSIgn Consultants, New Port Richey FL EXlstCondHydrologlcTerralnCEGC xis 766/29/2005 I I I I I I I I I I I I I I I I I I I CountrysIde Executive Golf Course Dramage Report Existing Conditions Hydrologic Terrain Basin 73 Lakewood Dr Area: On-sIte = 0000 Off-site = 0200 Composite CN: Land-Use Resldentlal (1/8 acre or less, 65% Imp) Road RfW (Belcher Rd) Wooded (average) Wooded (average) Open Spaces Golf Courses Wetlands Water (@ NWL) Total Arca 20 700 0000 0000 0000 0.000 0000 0000 20 700 HSG B/D,D B/D,D BID, D C BID,D B/D,D A (acres) = 0.200 CN 92 902 79 74 89 95 100 Note If eXlstmg sods are BID or 0, u~e HSG = D for developed conditIons ForGolfCouT~e BID =CN 80 use CN 85 (Avg between AMC II and AMC 1lI) due to eXlenslve lITIgatIOn eN = 92.0 Time of Concentration (Sum of Segments) Overland Flow t(tnal) 120 L 100 N 04 I 791 25 year Zone 6 IDF curve S 002 t(subl)l 1203 L s V t(sub2? 0 000517 1 2 000 L v t( sub3) 50 2 04 T (minutes) = 12.4 Use-T (minutes) = 12.4 Shallow Concentrated (RIll) Flow ChannelIzed Flow 1 Equation (4-3), Hdlshorough County Stonnwater Management Techmcal Manual, p 25 2 From equation for Figure 3-1, USDA, SCS, Urban Hydrology for Small Watersheds, TR 55, AppendlX F, p F-l Flonda Design Consultants, New Port Richey FL EXlstCondHydrologlcTerralnCEGC xis 736/29/2005 I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Drainage Report Existing Conditions Hydrologic Terrain Basin 70 Lakewood Dr Area: On-site = 0000 Off-site = 30700 A (acres) = 30.700 Composite CN: Land-Use Area HSG CN Resldenttal (1/8 acre or less, 65% Imp) 30 700 B/D,D 92 Road RIW (Belcher Rd) 0000 B/D,D 902 Wooded (average) 0000 B/D,D 79 Wooded (average) 0000 C 74 Open Spaces Golf Courses 0000 BIO,D 89 Wetlands 0000 BIO,D 95 Water (@NWL) 0000 100 Total 30 700 Note If eXIstrng soil~ are BID or D, use HSG = D for developed conditIons eN = 92.0 For Golf Course BID =CN 80 use CN 85 (Avg between AMC II and AMC III) due to extensive ImgatiOn Time of Concentration (Sum of Segments) 25 year Zone 6 IDF curve Overland Flow t(sub 1)1 1203 t(tnal) 120 L 100 N 04 I 791 S 002 Shallow Concentrated (Rill) Flow L s V t(sub2)2 0 o 00517 1 2 000 L v t(sub3) 1800 2 150 T (minutes) = 27.0 Use-T (minutes) = 27.0 Channehzed Flow 1 EquatiOn (4-3), Hlllsborough County Stormwater Management Techmcal Manual, p 25 2 From equatIOn for FIgure 3-1, USDA, SCS, Urban Hydrology for Small Watersheds, TR 55, AppendlX F, p F-I Florida DeSign Consultants, New Port RIchey FL EXlstCondHydrologlcTerralnCEGC xis 70 6/29/2005 I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Dramage Report Existing Conditions Hydrologic Terrain Basin 68 Lakewood Dr Area: On~slte = 0000 Off-sIte = I 600 A (acres) = 1.600 Composite CN: Land6Use Area HSG CN Residential (118 acre or less, 65% Imp) 1600 BID, D 92 Road R/W (Belcher Rd) 0000 BID,D 902 Wooded (average) 0000 BID,D 79 Wooded (average) 0000 C 74 Open Spaces Golf Courses 0000 BID,D 89 Wetlands 0000 B!D,D 95 Water (@ NWL) 0000 100 Total 1 600 Note If eXlstmg :.OIls are BID or D, u:.e HSG = D for developed conditIOns eN = 92.0 For Golf Course BID =CN 80 use CN 85 (Avg between AMC II and AMC III) due to extensive ImgatlOn Time of Concentration (Sum of Segments) 25 year Zone 6 IDF curve Overland Flow t(tnal) 120 s 002 t(sub 1)1 1203 L 100 N 04 I 791 Shallow Concentrated (RIll) Flow L s V t(sub2)2 0 o 00517 1 2 000 L v t(sub3) 400 2 33 T (minutes) = 15.4 Use- T (minutes) = 15.4 Channehzed Flow 1 EquatIOn (4-3), Hlllsborough County Storm water Management Techmcal Manual, p 25 2 From equatIOn for Figure 3-1, USDA, SCS, Urban Hydrology for Small Watersheds, TR 55, Appendix F, p F-I Flonda DeSign Consultants, New Port Richey FL EXlstCondHydrologlcTerralnCEGC xis 68 6/29/2005 I I I I I I I I I I I I I I I I I I I CountrysIde Executive Golf Course Dramage Report Existing Pond 12E (Wetland eyC) Water Quality Treat Onslte Area [ac] N/A Treat Runoff Depth [m] N/A Treat Vol (Onslte) [ac-ft] N/A Total Treat Vol [ac-ft] N/A Depth of Treatment [ft] 0.00 Pond Stage/Storage Area at TOP [ac] Area at NWL [ac] Stage EL 72 20 72 00 71 80 71 60 7140 71 30 0.390 0.250 Area 039 036 033 030 027 025 Treat Off sIte Area [ac] Computed Runoff Depth [Ill] Treat Vol (Off site) [ac-ft]. Mill bttoral area [% NWL] Mlfilffium httoral area [acres] TOP EI [ft] NWL EL [ft] 72.2 71.30 Treat Accum Vol Orif1ce Sizing Calculations: N/A FlOrida DeSign Consultants, New Port Richey FL EXlstPondsCEGC xis Pond 12E 6/29/2005 10 10 AM Attenuate Accum V 01 029 021 014 008 003 000 by chk'd by 0.00 0.00 0.000 00/0 0.00 Page I I I I I I I I I I I I I I I I I I I CountrysIde Executive Golf Course Dramage Report Existing Pond BE (Pond 1 and Wetland CYE) Water Quality Treat Onslte Area [ac] N/A Treat Runoff Depth [In]. N/A Treat Vol (Onslte) [ac-ft] N/A Total Treat Vol [ac-ft] N/A Dcpth of Treatment [ft] 0.00 Pond Stage/Storage Area at TOP [ac] Area at NWL [ac] Stage EL 72 50 72.30 7210 7190 71 70 71 50 1.210 0.670 Area 1 21 1 10 099 089 078 067 Treat Off site Area [ac] Computed Runoff Depth [m]. Treat Vol (Off sIte) [ac-ft] Mm littoral area [% NWL] Mmmmm httoral area [acres] TOP El [ft] NWL EL [ft] 72.5 71.50 Treat AccumVol Orifice Sizing Calculations: N/A Flonda Design Consultants, New Port Richey FL EXlstPondsCEGC xis Pond 13 E 6/29/2005 10 1 0 AM Attenuate Accum V 01 094 071 050 031 014 000 by chk'd by: 0.00 0.00 0.000 0% 0.00 Page I I Costa Verde (aka Countrys~de Exeeut~ve Golf Course) Ex~st 25/24 Input Data 6-29-05, 11 13 am I ====~==~========~~==~=====~~=~===~==~~=~~~====================================~-----~==~~~ I ==== Bas~ns ===============================~============================================== I Name 1 Group- BASE I Un:Lt Hydrograph Ra:Lnfall F:Lle Ra:Lnfall Amount(~n) Area (ae) Curve NUmber DeIA(%) I Name 10 Group BASE I Un~t Hydrograph Ra:Lnfall F~le Ra~nfall Amount(:Ln) Area (ae) Curve Number DCIA(%) I I Name 11 Group BASE I Un:Lt Hydrograph Ra:Lnfal1 F~le Ra1nfall Amount(:Ln) Area{ae) Curye Number DCIA(%) I I Name 12 Group BASE I un:Lt Hydrograph' Ra~nfall F:Lle. Ra:Lnfall Amount(~n)_ Area(ac) . Curve Number DCIA(%) I I Name 13 Group BASE I Un1t I-Iydrograph Ra~nfall F~le Ra~nfall Amount(~n)_ Area(ae) . Curve Number DCIA(%) Node Type IE SCS Un:Lt Hydrograph Status 256 0 24 00 35 40 o 00 999999 000 Status 256 0 24 00 27 30 o 00 999999 000 Status 256 0 24 00 20 20 o 00 999999 000 Status 256 0 24 00 10 00 o 00 999999 000 Status 256 0 24 00 14 90 o 00 999999 000 Ons~te Ons:Lte Ons~te Ons1te Ons.1te Uh256 Flmod 9 000 4 002 89 00 o 00 Peak~ng Factor Storm Durat~on(hrs)' T~me of Cone(m~n) T~me Sh:Lft(hrs) Max Allowable Q(efs) Node Type C2 SCS Un~t Hydrograph Uh256 Flmod 9 000 3 633 90 50 o 00 Peak.1ng Factor Storm Durat.1on{hrs) T~me of Conc{ffi.1nj T:Lme Sh.1ft(hrs) Max Allowable Q(efs) Node Type C3 SCS Un.1t Hydrograph Uh256 Flmod 9 000 3 239 91 10 o 00 Peak:Lng Factor Storm Durat:Lon(hrs) T.1me of Conc(m~n) T:Lme Sh.1ft(hrs) Max Allowable Q(cfs) Node Type 12E SCS Un.1t Hydrograph Uh256 Flmod 9 000 o 795 90 90 o 00 Pealang Factor Storm Durat:Lon(hrs) T.1me of Conc(m~n) T~me Sh.1ft(hrs} Max Allowable Q(efs) Node Type 130; SCS Un:Lt Hydrograph Uh256 Flmod 9 000 5.030 90 50 o 00 Peak.1ng Factor Storm Durat.1on(hrs) T.1me of Cone (ffi.1n) T:Lme Sh:Lft(hrs) Max Allowable Q(efs) I Flor:Lda Des:Lgn Consultants, Inc, Palm Harbor FL Page 1 of 18 Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamhne Technologies, lne I I I Costa Verde (aka Countrys~de Execut~ve Golf Course) Ex~st 25/24 Input Data 6-29-05, 11 13 am I I 14 BASE --~----------------~--~--------------------------------------------------~-----~-------------------- Ons.lte Name Group I Un~t Hydrograph Ra.lnfall F~le' Ra~nfall Amount(.ln) Area (ac) Curve Number DCIA(%) I I Node Type VOG SCS Un.lt Hydrograph Status 256 0 24 00 38 20 o 00 999999 000 Name 15 Group BASE ----------------------------~~---~-----------------------------------~--------------~~-~-~---~--~~~~ Ons.lte I Un.lt Hydrograph Ra.lnfall !;'.lle Ra.lnfall Amount (.In) Area(ac) Curve Number DCIA (%) I Uh256 Flmod 9 000 2 lEID 90 70 o 00 Peak~ng Factor Storm Durat~on(hrs) Tlme of Conclm.ln) Tlme Shlftlhrs) Max Allowable O(cfs) Status 256 0 24 00 19 70 o 00 999999 000 I Name' 2 Group BASE -----------~--~-------~--------------~----~~--------~--------------------~-------------~~---~-~----- OnS.lte I Unlt Hydrograph Ra.lnfall F.lle Ra~nfall Amount(~n) Area(ae) Curve Number DCIA(%) I Node Type VOG SCS Unlt Hydrograph Status 256 0 24 00 13 10 o 00 999999 000 I Name 3 Group BASE ------------------------------~~----~~-------~---~----------~--------------------------------------- Ons~te I Un.lt Hydrograph Ra.lnfall Flle Ra~nfall Amount(.ln) Area(ac) Curve Number DCIA (%) I Uh256 Flmod 9 000 2 350 89 00 o 00 E'eak~ng Factor Storm Durat.lon{hrs) T.lme of Cone (mln) T.lme Shlft(hrs) Max Allowable Q(cfs) Status 256 0 24 00 10 00 o 00 999999 000 Name. 4 Group BASE -~----------~--------~~---------------~---~--------~~-----~-------------------------~----~------~-~- Ons.lte I Unlt Hydrograph Ra.lnfall F~le Ra.lnfall Amount(ln) Area(ac) Curve Number DCIA(%) . I Node Type 2E SCS Un~t Hydrograph S ta tus 256 0 24 00 11 50 o 00 999999 000 Uh256 !;,lmod 9 000 2 816 90 00 o 00 Peaklng Factor Storm Duratlon(hrs) Tlme of Conc(m.ln) Tlme Sh.lft (hrs) Max Allowable Q(cfs) Node Type 3E SCS Un.lt Hydrograph Uh256 Flmod 9 000 1 892 90 10 o 00 Peaklng Factor Storm Duratlon(hrsl Tlme of Conc(mln) Tlme Sh.lft(hrs) Max Allowable Q(efs) Node Type COl1lll\erc.lal SCS Un.lt Hydrograph Uh256 Flmod 9.000 o 275 89 00 0.00 Pea)nng Factor Storm Durat~on(hrs) T~me of Conc(m.ln) T.lme Sh.lft(hrs) Max Allowable Q(efs) I Flor~da Des.lgn Consultants, Inc, Palm Harbor FL Interconnected Channel and Pond Routing Model (ICPR) (\;)2002 Streamlme Technologies, Inc I Page 2 of IS I I Costa Verde (aka Countrys1de EXecut1ve Golf Course) EX1St 25/24 Input Data 6-29-05, 11 13 am I I 5 BASE ----------~----------------~~~~-----~-------------~------~------------------~-~~-~-----------~-~-~-- Ons1te Name Group I Un1t Hydrograph Ra1nfall F1le Ra1nfall Amount (In) Area (Ole) Curve Number DCIA{%) I Node Type Comrnerc1al SCS Un1t Hydrograph Status 256 0 24 00 42 90 o 00 999999 000 I Name 6 Group BASE ----------------------------~-------~----------~-------~--~~--------~~---~~----------------------~~~ Status Ons1te I Un1t Hydrograph Ra1nfall F1le Ra1nfall Amount(ln) Area(ac) Curve Number DCrA(%1 I Uh256 Flmod 9 000 2 924 91 00 o 00 Peak1ng Factor Storm Durat1on(hrs) T1me of Cone (m1n) 'hme Shlft{hrs) Max Allowable Q{cfs) 256 0 24 00 65 00 o 00 999999 000 I Name. 68 Group BASE -----------------------~---~------------~------~----~-------------~------------------~-------------- OnS.lte I Unlt Hydrograph Ra1nfall Flle Ra1nfall Amount(ln) Area (ac) Curve Number DCIA (%) I Node Type 6E SCS Un1t Hydrograph Status 256 0 24 00 15 40 o 00 999999 000 Name 7 Gr:oup BASE -----~-------~----------------------~~-----~-----------~~-------~-------------------~~~~------------ Ons1te I Unlt Hydr:ograph Ralnfall Flle Ra1nfall Amount(ln) Area(ac) Cur:ve Number DCrA(,!;) I I Uh256 FlmOd 9 000 12 710 89 50 o 00 Peaklng Factor: Stor:m Dur:at1on(hrs) T~me of Conc(mln) Tlme Shlft (hr:s) Max Allowable Q(cfs) Status 256 0 24 00 17 10 o 00 999999 000 Name 70 Gr:oup BASE -------------~--------~~--~---------~--~-------~~----~---------~----------~~---------------~- Ons1te I Un1t Hydrogr:aph Ralnfal1 F11e_ Ra1nfall Amount(ln). Area(ac) Curve Number. DCIA(%) I Node Type 68 SCS Un1t Hydr:ogr:aph Status 256 0 24 DO 27.00 o 00 999999 000 Uh256 FlmOd 9 000 I 600 92 00 o 00 Peaklng Factor Stor:m Dur:atlon(hrs) Tlme of Conc(m1n) Tlme Sh1ft (hl:s) Max Allowable Q(cfs) Node Type vaG SCS Unlt Hydrograph Uh256 Flmod 9 000 3 475 91 70 o 00 Peaklng Factor Storm Duratlon(hr:s) Tlme of Conc(m1n) T1me Shlft{hrs) Max Allowable Q(cfs) Node Type 70 SCS Un1t Hydrogr:aph Uh256 Flmod 9 000 30 700 92 00 o DO Peabng Factor: Stor:m Duratlon(hr:s) T~me of Conc(ffi,ln). T1me Sh1ft(hr:s) Max Allowable Q(cfs) I Florlda Des1gn Consultants, Inc, Palm Har:bor FL Interconnected Channel and Pond Rouung Model (ICPR) iQ2002 Streamlme Technologies, Inc I Page 3 of 18 I I Costa Verde (aka Countryslde Executlve Golf Course) EXlst 25/24 Input Data 6-29-05, 11 13 am I I Name Group 73 8ASE I Unlt Hydrograph Ralnfall Fl.le Ral.nfall Amount (In) Area(ac) Curve Nwnber DCIA(%} I Node Type 73 SCS Unlt Hydrograph Status 256 0 24 00 12 40 o 00 999999 000 Onslte I Name 76 Group BASE -------------~~--------~-~----------~---~-~-~---------~--------------------------------------------~ Onslte I Unl.t Hydrograph Ral.nfall F.11e Ral.nfall Amount(ln) Area(ac) Curve Nwnber DCIA{%) I Uh256 Flmod 9 000 o 200 92 00 o 00 Peaklng Factor Storm Duratlon(hrs} Tlme of Conc{ffil.n} Tlme Shlft(hrs) Max Allowable Q(c!s) Status 256 0 24 00 27 90 o 00 999999 000 Name 9 Group BASE ------~---~~------~-~-------------------~-------~-------------~-~--~-----~-------------------------- Onslte I Unlt Hydrograph Ralnfall Flle Ral.nfall Amount (In) Area (ac) Curve Number DCIA(%) I I Node Type 76 SCS Unlt Hydrograph Status 256 0 24 00 20 50 o 00 999999 000 Name BRI Group- BASE ----~~-----~---------------~--------------------~~--------~---------------~-----~~---~---------~~~-- Onslte I Umt Hydrograph Riuntall Flle Ralnfall Amount (In) Area(ae) Curve Nwnber DCIA(%) I Uh256 FlmOd 9 000 20 700 92 00 o 00 Peaklng Factor Storm Ouratlon(hrs) Tlme of Conc(mln)' T.1me Shlft (hes) Max Allowable Q(cfs) Status 256 0 24 00 10 00 o 00 999999.000 I Name BR2 Group BASE --~--------------~~------------------------------------------------~~~------------------------------ Onslte I Unlt Hydrograph Ralnfall Flle Ralnfall Amount (In) Area(ae) Curve Number DCIA(%) I Node Type Cl SCS Vnlt Hydrograph Status 256 0 24 00 10 00 o 00 999999 000 Uh256 Flmod 9 000 3 209 92 50 o 00 Peaklng Factor Storm Duratlon{hrs) Tlme of Cone (ffil.n) Tlme Shltt(hrs) Max Allowable Q(cfs) Node Type BRI SCS Unlt Hydrograph Uh256 Flmod 9 000 o 500 90 20 o 00 Peaklng Factor Storm Duratlon(hrs) T.1me of ConC(ffiln) Tlme Shlft (hrs) Max Allowable Q{efs) Node Type LD3 SCS Vnlt Hydrograph Uh256 E'lmod 9 000 3 640 90 50 o 00 Peaklng Factor Storm Duratlon(hrs) Tlme of Cone(m~n) Tlme Shltt(hrs) Max Allowable Q(cfs) I E'lorlda Deslgn Consultants, Ine, Palm Harbor FL Interconnected Channel and Pond RoutlOg Model (ICPR) @2oo2 Streamlme Technologles, Ine I Page 4 of 18 I I Costa Verde (aka Countrys~de Execut~ve Golf Course) Ex~st 25/24 Input Data 6-29-05, 11 13 am I Ons~te I Name BR3 Group BASE I Un~t Hydrograph Ra~nfall F~le Ra~nfall Amount(~n] Area(ac] Curve Number DCIA(%] I Name BR4 Group BASE I Un~t Hydrograph Ra~nfall F~le Ra~nfa11 Amount(~n) Area(ac)' Curve Number DCIA (%) I I Node Type BR1 SCS Un~t Hydrograph Status 256 0 24 00 23 80 o 00 999999 000 Status 256 0 24 00 10 00 o 00 999999 000 Ons~te Name StM Group BASE -~------------------------------------------~-----------~----------------~--~----~~-----------~--~~~ Ons~te I Un~t Hydrograph Ra~nfall F~le Ra~nfa1l Arnount(~n) Area(ac) Curve Number DCIA(%) I Uh256 Flrnod 9 000 8 940 90 70 o 00 li'eaklng Factor Storm Durat~on(hrs) T~me of Conc(m~n) T~me Sh~ft(hrs) Max Allowable Q(cfs) Status 256 0 24 00 23 40 o 00 999999 Est~mated TOC 180' overland grassed park~ng, 1160' d~tch/p~ped @ 2'/sec I Na.me VOG Group BASE I Un~t Hydrogra.ph Ra~nfall F~le Ra~nfall Amount(~n) Area(ac) . Curve Number DCIA(%) I Node Type BR2 SCS Un~t Hydrograph Status 256 0 24 00 41 50 o 00 999999 000 000 Ons~te ~~=~=======~==~~===--====-=-====================~===========~=~~-===============~~=~~~=~~~ Uh256 FlmOd 9 000 o 840 90 20 o 00 Peak~ng Factor Storm Durat~on(hrs) T~rne of Conc(rn~n) T~me Sh~ft (hrs) Max Allowable Q(cfs) ==== Nodes =============================================================================== Node Type StH SCS Un~t Hydrograph I ====~~====~~===================~~====~===============;~-~======~=========-=============--- Name Group Type 12E BASE Stage/Area I Uh256 Flmod 9 000 8 760 90 30 o 00 Peak~ng Factor Storm Durat~on(hrs) T~me of Conc(m~n) Tune Sh~ft (hrs) Max Allowable Q(cfs) Node Type VOG SCS Un~t Hydrograph Uh256 FImod 9 000 87 945 92 30 0,00 Peak~ng factor Storm Durat~on(hrs) T~me of Conc(m~n) T~me Sh~ft(hrs) Max Allowable Q(cfs) Base Flow(cfs) o 000 Stage(ft) Area (ac) I 71 300 71 400 o 2500 o 2700 In~t Stage(ft) Warn Stage (ft) 71 300 73 000 I Flor~da Des~gn Consultants, Inc, Palm Harbor FL Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamlme Technologles, loc I Page 5 of 18 I I Costa Verde (aka Countrys~de Execut~ve Golf Course) Ex~st 25/24 Input Data 6-29-05, 11 13 am I 71 600 71 800 72 000 72 200 I I Name Group Type 13E BASE Stage/Area I o 3000 o 3300 o 3600 o 3900 Stage(ftl Area(ac) I 71 500 0 6700 71 700 0 7800 71 900 0 8900 72 100 0 9900 72 300 1 1000 72 500 1 2100 I Name Group Type IE SASE Stage/Area I Stage (ft) I 68 000 69 000 70 500 I Name Group Type 2E BASE Stage/Area I Stage (ft) 70 300 71 500 I Name Group Type 3E BASE Stage/Area I Stage(ft) I Area(ae) o 0100 o 1600 1 0500 Area (ae) o 4 680 o 6660 Area(ac) 70 000 0 2000 71 000 0 4000 I Name Group Type 68 BASE Manhole, Flat Floor I Stage (ft) Area (ac) Base Flow(cfs) o 000 Ifilt Stage 1ft) Warn Stagelftl Base Flow(efsl o 000 In~t Stage(ft) Warn Stage (ft) Base Flow (cfs 1 o 000 Inlt Stage(ft) Warn Stage (ft) Base Flow(cfs) Inlt SLage{ft) Warn Stage(ft) o 000 Base Flow(efs) 0 000 Plunge Factor' 1 00 1m. t Stage (ft) Warn Stage(ft) I Florlda Deslgn Consultants, Ine, Palm Harbor FL 71 500 73 000 68 000 70 700 70 300 73 000 70 000 73 000 41 500 47 000 Page 6 of 18 Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamlme Technologies, Ine I I I Costa Verde (aka Countrys~de Execut~ve Golf Course) Ex~st 25/24 Input Data 6-29-05, 11 13 am I I 41 500 46 000 o 0008 o 0008 I Name Group Type 6E BASE Stage/Area I Stage(ft) Area{ac) 69 000 69 500 71 000 o 3740 o 6720 o 8590 I Base l:'low(cfs) o 000 Inlt Stage(ft) Warn Stage(ftJ 69 000 72 000 -------~~-------~----------------------------------------~-------------------------------- Name Group 'l'ype 70 BASE Manhole, Flat Floor I Stage(ft) Area(ac) I 45 100 51 000 o 0010 o 0010 Base Flow(cfs) Plunge Factor o 000 1 00 Inlt Stage (it) Warn Stage (ft) 45 100 51 500 ~----------~-----------------~---~~-----------------~~------------~~------------------~--- I Name Group Type 73 BASE Manhole, Flat Floor I Stage(ft) Area(ac) 50 700 60 000 o 0008 o 0008 I Base Flow (cfs) Plunge Factor o 000 1 00 Inlt Stage(itJ Warn Stage{ftJ 50 700 61 000 ------------~~----------~~-~--------------------------------------~~-------------~-------~ Name Group Type 76 BASE Manhole, Flat Floor I Stage(ft) Area(ac) I 56 000 63 000 o 0008 o 0008 Base Flow (cfs) Plunge Factor o 000 1 00 In~t Stage (it) Warn Stage(ft) 56 000 63 000 -~-~----------~~------~~-----------~-~---------------~~~~--------------------------------- I Name Group Type 8E BASE Stage/Area I Stage(ftJ Area(ac) I 69 000 71 000 o 2100 o 3400 Base Flow (cfs) 0.000 In~t Stage(ft) WaJ::n Stagelft) 69 000 72 000 -------~~---------~------~--~--------~--------------------~------------------------------- I Florlda Deslgn Consultants, Inc, Palm Harbor FL Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamlme Technologies, Inc I Page 7 of 18 I I Costa Verde (aka Countrys1de ExecutLve Golf Course) EXLSt 25/24 Input Data 6-29-05, 11 13 am I I Name Group Type BELCHER BASE TLme/Stage Base Flow(cfs) 0.000 InLt Stage(ft) Warn Stage(ft) 67 100 72 000 I TLme (hrs) Stage (it) -----------~--- --------------- 0 00 67 700 12 00 69 000 13 00 69 500 24 00 68 000 40 00 68 000 I --------------------~------------~------~---~------------~---------------------------~~--- I Name Group Type BRl BASE Manhole, Flat Floor Base Flow (cEs) Plunge Factor o 000 1 00 InL t Stage (ft) 59 700 Warn Stage(ftj 10 000 Manhole west of Belcher, 130' south of Lakewood Dr I Stage(ft) Area (ac) 59 700 0 0010 69 000 0 0010 I ------------~--------~-------~-~----~-------------------~----~---------------~~-~---- Name Group Type 8R2 BASE Manhole, Flat Floor Base Flow(cfs) Plunge Factor o 000 1 00 InL t Stage (ft) Warn Stage(ftj 59 800 70 000 I Manhole east sLde of Belcher Stage (ft j Area(ac) I 59 800 69 000 o 0010 o 0010 -----~-----~--------~---~--------------~------~------------~-------------------------~--~~ I Name Group Type C1 BASE TLme/Stage Base Flow (cfs) o 000 JnLt Stage(ftj Warn Stage(ftj 66 000 72 000 I TLme(hrs) Stage (it j -~------~------ ~-~----------~- 0 00 66 000 12 00 69 500 16 00 70 000 40 00 66 000 100 00 66 000 I -----~-----~-~--------------------~----~-----~---=---------------------------------------- I Name Group Type C2 BASI:: TLme/Stage Base FIow(cfs) o 000 InH Stage (ft) Warn Stage(ftj 68 000 70 000 I TLme (hrs) stage (it) I o 00 12 00 16 00 40 00 68 000 70 000 70 500 68 000 I FlorLda DesLgn Consultants, Inc, Palm Harbor FL Interconnected Channel and Pond RoutIng Model (ICPR) @2002 Streamlme Technologies, lnc Page 8 of 18 I I I Costa Verde (aka CountryS1de Execut1ve Golf Course) EXLSt 25/24 Input Data 6-29-05, 11'13 am I 100 00 68 000 I --------~-------------~-------~-----~~~------~----------------------~--------------------- Name Group Type C3 BASE TLnle/Stage Base Flow (cfs) o 000 IOLt Stage(ft) Warn Stage (ft) 68 000 72 000 I TLme(hrs) Stage(ft) I o 00 12 00 16 00 40 00 100 00 68 000 70 500 71 000 68 000 68 000 I --------------~----~----~---------------------------------------------------------~--~---- Name Group Type CommercLal BASE TLme/Stage Base Flow(cfs) o 000 InLt Stage(ft) Warn Stage(ft) 70 000 72 .000 I T1me(hrs) Stage(ft) I o 00 100 00 70 000 70 000 ---~--~---------------------------------------------------~------------------------~- I Name Group Type L02 BASE TLme/Stage Base F1ow(cfs) o 000 IOLt Stage(ft) Wal:n Stage(ft) 45 000 47 000 EXLstLng sump at the west end of Lakewood Dr I TLme(hl:sl Stage(ft) I o 00 12 50 14 00 24 00 40 00 45 000 45 000 45 000 45 000 45 000 --------~------------------~~--------~--~--------------------------~-----------~-~-------- I Name Group Type L03 BASE Manhole, Base Flow(cfs) Plunge Factol: o 000 1 00 In1t Stage(ft) Warn Stage (ft) 59 600 70 000 Flat Floor Manhole west of Belcher @ Lakewood Dr I Stage(ftl Area (ac) 59 600 69 000 o 0010 o 0010 I --~---------~-~------------------~--~-----------------------------------~---~-----------~- I Name Gl:OUP Type LDSump BASE Stage/Area Base Elow(cf.s) o 000 InL t Stage (it) Warn Stage(ft) 35 500 47 000 Stage(ft) Al:ea(ac) I 35 500 0 0550 Flor1da OesLgn Consultants, rnc, Palm Harbor FL I Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamlme Teelmologles, Ine Page 9 of 18 I I I Costa Verde (aka Countryslde EXecutlve Golf Course) EX1St 25/24 Input Data 6-29-05, 11 13 am I 47 000 o 1450 I --------~---------~--------------------~------~------~------------~~------------~~--~----- Name Group Type StM BASE Stage/Area Base Flow (cfs) o 000 In.1 t Stage (ft) Warn Stage(ft) 70 200 71 200 I These stages are 1988 Stage (it) Area (ac) I 69 140 70 140 71 140 o 2500 o 3200 o 4000 ---~---------~--~~-------~~---~------~--------------~-------~---------------------~------- I Name Group Type VOG BASE Stage/Area Base Flow(cfs) o 000 Inlt Stage(ft) Warn Stage (ft) 61 300 70 000 Vlllage on the Green lake I Stage (It) Area(ac) I 60 000 64 100 69 100 4 6000 7 7500 11 6600 ~==~~~~===~====--==--==-====~~~-=========~===========~==========~:~-------=-===~======~=== ~=~= Plpes ======~====~=~=======~~=======================~=====~~=======~=~~~~===========~ ~====~========~-============~~==========~===========~============~~====================~;= I Name lE>BR2 From Node IE Group BASE To Node BR2 UPSTRF.1\M DOWNSTREAM Geometry Clrcular Clrcular Span (In) 15 00 15 00 Rlse(.1n) 15 00 15 00 Invert (it) 67 790 61 960 Mannlng's N o 013000 o 013000 Top Chp (In) o 000 o 000 Bot Chp (lon) o 000 o 000 Length ( ft) Count Frloctlon Equatlon Solutlon Algorlothm Flow Entrance Loss Coef BXlt Loss Conf Bend Loss Coef Outlet Ctrl Spec Inlet Ctrl Spec Stablllzer Optl0n 550 00 1 Average Conveyance Automatlc Both o 50 o 50 o 00 Use dc or tw Use dn None I I I Upstream FHWA Inlet Edge Descrlptlon Clrcular Concrete Square edge wI headwall I Downstream FHWA Inlet Edge Descr.1pt.1on Clrcular Concrete Square edge w/ headwall EXJ.stlng l~" RCP "Offslte" dra.1nage for Belcher Rd I ~--------------~---~--------------~---------~-------------------------------~--~-------------------- I Name lE>BR2 (19x30) From Node IE Length(ft) ~OO 00 Group BASE To Node BR2 Count 1 Frlctlon Equatlon Average Conveyance UPSTREAM DOWNSTREAM Solutloon Algarlthm Automatlc Geometry Horz EIllopse Harz Ell1pse Flow None Span (lon) - 30 00 30 00 Entrance Loss Coef o 00 Rlse (lon) 19 00 19 00 EXlt Loss Coef o 00 Invert(ft) 67 790 61 800 Bend Loss Coef' o 00 Mannlng's N. o 013000 o 013000 Ou tlet Ctrl Spec Use de or tw Top Chp(J.n)' o 000 o 000 Inlet Ctrl Spec Use dn Bot Cllp(ln) 0.000 o 000 Stabll1zer Opt loOn None I Florlda Deslgn Consultants, Inc, ?alm Harbor FL I Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamlme Technologies, Inc Page 10 of 18 I I I Costa Verde (aka Countryslde Executlve Golf Course) EX1St 25/24 Input Data 6-29-05, 11 13 am I I Upstream FHWA Inlet Edge Descrlptlon Horlzontal Elllpse Concrete Square edge wlth headwall I Downstream FHMA Inlet Edge Descrlptlon Horlzontal Ell1pse Concrete Square edge w1th headwall I -------------~--------~~---------~~-------------~~---------~------~---------~---------~~---------~-- I Name 2E>IE From Node 2E Group BASE '1'0 Node IE UPSTREAM DOWNSTREAM Geometry Clrcular Clrcular Span (In) 12 00 12 00 R.J.se(ln) 12 00 12 00 Invert (ft) 69 800 69 900 Mannlng's N o 013000 o 013000 Top Cl1p(lnj o 000 o 000 Bot Cllp(ln) o 000 o 000 I I Upstream FHWA Inlet Edge Descrlptlon Clrcular Concrete Square edge wi headwall I Downstream tHWA Inlet Edge Descrlptlon Clrcular Concrete Square edge wi headwall Length(ft) Count Frlctlon Equatlon Solutlon Algorlthm Flow Entrance Loss Coef EXlt Loss Coef Bend Loss Coet Outlet Ctrl Spec Inlet Ctrl Spec Stab1llzer Opt1on 30 50 1 Average Conveyance Automat1C Both o 50 o 50 o 00 Use dc or tw Use dn None -----~~----~-------------~~------~--------~~~--~---------~------~~-----~~---------------------~~~--- I Name 68>LDSump From Node 68 Group BASE To Node LDSump UPSTREAM DOWNSTREAM Geometry Clrcular C1rcular Span(ln) 60.00 60 00 R1se(ln) 60 00 60 00 Invert (it) 41 500 40 500 Mann1ng' s N o 013000 o 013000 Top CIJ.p (In) o 000 o 000 Bot Cl1p(ln)' o 000 o 000 I I I Upstream FHWA Inlet Edge DeSCrlpt10n Clrcular Concrete Square edge wi headwall Downstream FHWA Inlet Edge Descr1ptlon Clrcular Concrete' Square edge wi headwall I Lakewood Dr outfall -----~-----~--~---------~---~-------~---~--------~--------~-------~~~---------~---~----------------- I Name 70>68 From Node 70 Group BASE To Node 68 UPSTREAM DOWNSTREAM Geometry. C1rcular Clrcular Span(ln) 60 00 60 00 Rlse(ln): 60 00 60 00 Invert (ft) 45 100 44 000 I Length (ft) Count Frlctlon Equat~on Solutlon Algor~thm Flow Entrance Loss Coef EXlt Loss Coef Bend Loss Coef Outlet Ctrl Spec Inlet Ctrl Spec Stablllzer Optlon Length (ft) Count frJ.ctlon Equatlon Solutlon Algorlthm Flow. Entrance Loss Coef EXlt Loss Coef Bend Loss Coef 370 00 1 Average Conveyance Automatlc Both o 50 o 50 o 00 Use dc or tw Use dn None 375 00 1 Average Conveyance Automatlc Both o 50 o 50 o 00 I Florlda Deslgn Consultants, Inc, Palm Harbor FL Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamlme Teclmologles, Inc I Page II of 18 I I Costa Verde (aka Countryslde Execut1ve Golf Course) EX1Sl 25/24 Input Data 6-29-05, 11 13 am I o 013000 o 000 o 000 Mannlng's N Top Cl1p (w) Bot Cl.l,p(ln) o 013000 o 000 o 000 Outlet Cti:l Spec Inlet Ctrl Spec Stablllzer Optlon I I Upstream FHWA Inlet Edge Descrlptlon Clrculai: Concrete Square edge wi headwall Downstream FHWA Inlet Edge DeSCtlptlon Cltcular Concrete Square edge wi headwall I Lakewood Or outfall ------------------------------------------~--------~----------~-----------------~---------------~--- I Name 73>70 From Node 73 Group BASE To Node 70 UPSTREAM DOWNSTREAM Geometry Clrcular Clrcular Span(ln) 48 00 48 00 Rlse(ln). 48 00 48 00 Invert (ft) 50 700 50 000 Mannlng's N o 013000 o 013000 Top Cl1p(ln) o 000 o 000 Bot Cllp(ln) o 000 o 000 Length(ft) Count Frlctlon Equatlon Solutlon Algorlthm flow Entrance Loss Coef EXlt Loss Coef Bend Loss Coef Outlet Ctrl Spec Inlet Ctrl Spec Stab1llzer Optlon I I I Upstream FHWA Inlet Edge Descrlptlon' Clrcular Concrete Square edge wi headwall Downstream FHWA Inlet Edge Descrlptlon Clrcular Concrete Square edge wi headwall I LakewOOd Dr outfall ~-------------------~-----~~--~------------------------------------~----------------~------~-------- Name 76>73 from Node 76 Group BASE To Node 73 UPSTREAM DOlvNSTREAM Geometry Clrcular Clrcular Span (In) 48 00 48 00 Rlse(ln) 48 00 48 00 Invert (tt) 56 000 55 000 Mannlng's N o 013000 o 013000 Top Cllp(ln) o 000 o 000 Bot Cllp(ln) o 000 o 000 Length(ft) Count Frlctlon Equatlon Solutlon Algorlthm Flow Entrance Loss Coet EXlt Loss Coet Bend Loss Coet Outlet Ctrl Spec Inlet Ctrl Spec Stablllzer Optlon I I I Upstream FHWA Inlet Edge DescrlptLon Clrcular Concrete Square edge wi headwall I Downstream FHWA Inlet Edge Descrlptlon CLrcular Concrete. Square edge wi headwall Lakewood Dr outfall I Use dc or tw Use dn None 175 00 1 Average Conveyance Automatlc Both o 50 o 50 o 00 Use dc or tw Use dn None 225 00 1 Average Conveyance AutomatlC Both o 50 o 50 o 00 Use dc or tw Use dn None ----------~----------~------~---~-----------------~-----------~----------~---~---------~~-------~--- Name BRl>LD3 From Node BR1 Length{ft) 150 00 Group BASE To Node' LD3 Count 1 Fi:lctLon EquatLon Average Conveyance UPSTREAM DOWNSTREAM Solutlon Algorlthm AutomatLC Geometry Clrcular CLrcular Flaw Both I I Florlda Deslgn Consultants, Inc, Palm Harbor FL Interconnected Channel and Pond Routmg Model (fCPR) 102002 Streamlme Technologies, Ine I Page 12 of 18 I I Costa Verde (aka Countrys~de Execut~ve Golt Course) Ex~st 25/24 Input Data 6-29-05, 11 13 am I I Span (~n) 48 00 48 00 Entrance Loss Coet 0 50 R~se(~n) 48 00 48 00 Ex~t Loss Coef 0 50 Invert(ft) 59 700 59 600 Bend Loss Coef o 00 Mannl.ng's N 0 013000 0 013000 Ou tlet Ctrl Spec Use dc or tw Top Cll.p(l.n) 0 000 0 000 Inlet Ctrl Spec Use dn Bot CI~p(.ln) 0 000 0 000 Stab~l.lzer Opt.lon None I Upstream FHWA Inlet Edge Descr.lpt.lon C.lrcular Concrete Square edge wI headwall I Downstream FHWA Inlet Edge Descr.lpt.lon C.lrcular Concrete Square edge 14/ headwall Belcher Rd outfall to Lakewood Dr I Name BR2>BRI From Node BR2 Group BASE To Node BRI UPSTREAM DOWNSTREAM Geometry C.lrcular C~rcular Span(~n) 42 00 42 00 R~se(~n) 42 00 42 00 Invert (ft) 59 800 59.700 Mann1ng's N o 013000 o 013000 Top C11p(J.n) o 000 o 000 Bot Cl~p (J.n) o 000 o 000 I I I Upstream FHWA Inlet Edge Descr~pt.lon C~rcular Concrete Square edge 14/ headwall I Downstream FHWA Inlet Edge Descr.lpt.lon C~rcular Concrete Square edge 14/ headwall Cross dra~n from east to west Belcher Rd I Name LD3>76 From Node LD3 Group BASE To Node' 76 UPSTREAM DOWNSTREAM Geometry C.lrcular C~rcular Span(~n) 48 00 48 00 R~se(~n) 48 00 48 00 Invert (ft) 59 600 57.000 Mann~ng's N o 013000 o 013000 Top Cl~p(~n)' o 000 o 000 Bot Chp (~n) o 000 o 000 I I I Upstream FHWA Inlet Edge Descr~pt~on C~rcular Concrete Square edge wI headwall I Downstream FHWA Inlet Edge Descr~pt~on C~rcular Concrete Square edge 14/ headwall Lakewood Dr outfall I Name Group VOG>BR2 BASE From Node To Node VOG BR2 Length (it) Count Fr.lct.lOn Equat.lon Solut.lon AlgorLthm Flow Entrance Loss Coet Ex~t Loss Coef Bend Loss Coef Outlet Ctrl Spec Inlet Ctrl Spec SLab~l.lzer Opt~on Length (ft) Count Fr1ct~on EquatJ.on Solut~on Algor.lthm Flow Entrance Loss Coet Ex~t Loss Coet Bend Loss Coet Outlet Ctrl Spec Inlet Ctrl Spec StabLl~zer OptLon Length (ft) Count 60 00 1 Average Conveyance Automat~c Both o 50 o 50 o 00 Use de or tw Use dn None 1240 00 1 Average Conveyance Automat.lC Both o 50 o SO o 00 Use de or tw Use dn None 650 00 1 I Flor~da DeS.lgn Consultants, Inc, Palm Harbor FL Interconnected Channel and Pond Routmg Model (lCPR) @2002 Streamlme Technologles, Inc I Page 13 of 18 I I Costa Ve~de (aka Countrys1de EKecut1ve Golf Course) EX1St 25/24 Input Data 6-29-05, 11 13 am I I Geometry Span(1n) R1se(1n) Invert (it) Mann1ng's N Top Cl1p (1n) Bot Cl1p(1n) UPSTREAM C1rcular 36 00 36 00 61 300 o 013000 o 000 o 000 DOWNSTREAM C1rcular 36 00 36 00 59 800 o 013000 o 000 o 000 Fr1ct1on Equat10n Solut1on A1gor1thm Flow Entrance Loss Coef EX1t Loss Coef Bend Loss Coef Outlet Ctr1 Spec Inlet Ctr1 Spec Stab111zer Opt10n Average Conveyance Automat1c Both o 50 o 50 o 00 Use dc or lw Use dn None I I Upstream FHWA Inlet Edge Descr1pt1on C1rcular Conc~ete Square edge wi headwall I Downstream FHWA Inlet Edge Descr1pt10n C1rcular Concrete Square edge wI headwall Connects V1l1age on the Green Lake to Belcher Rd MH BR2 =-=--==~==~===~==========~~=~============~======~=====~~==================~=============== I ~~;~ Drop Structures ~~~~==~~~~~~~~~~~=~~=========~~~~=====~============================== ~============~===========-=============~==============~===============~~~================= I Name. DSStM From Node StM Length (it) 50 00 Group' BASE To Node 1E Count 1 UPSTREAM DOWNSTREAM Fr1ct1on Equat10n Average Conveyance Geometry C1rcu1al:" C1rcu1al:" Solut1on Algor1thm Automat1c Span (1n) 18 00 18 00 Flow Both Rise (1n) 18 00 18 00 Entrance Loss Coef o 500 Invert (ft) 69 000 68 600 EX1t Loss Coef o 500 Mann1ng's N o 013000 o 013000 Outlet Ctrl Spec Use dc or tw Top Cl1p(1n) o 000 o 000 Inlet Ct~l Spec Use dn Bot C11p(1n) o 000 o 000 Solut1on Ines 10 I I Upstream FHWA Inlet Edge Descr1pt1on C1rcular Concrete Square edge wI headwall I Downstream FHWA Inlet Edge Descr1pt1on C1rcular Concrete Square edge wi headwall We1r 1nformat10n from f1eld and SWFWMD f1le of record I H * We1r 1 of 2 for Drop Structure DSStM U * Count 1 Bottom C11p{1n) 0 000 Type Vert1cal "read Top C11p(1n) 0 000 Flow 80th We1r Dlse Coef 3 200 Geometry Rectangular Or1f1ce D1SC Coef 0 600 Span (1n) 62 00 Invert(ft) 70 200 R1se(1n)' 9999 00 Control Elev(ft) 70 200 *** We1r 2 of 2 for Drop Structure DSStM *** Count 1 Bottom Cl1p(1n) 0 000 Type Vert1cal MaV1S Top Cl1p(1n) 0 000 Flow Both Welr D1SC Coef 3 200 Geometry Rectangular Or1f1ce D1SC Caef 0 600 Span(1n) 62 00 Invert(ft) 69 140 R1se(1n) 4 00 Control Elev (ft) 69 140 TABLE I I TABLE I I =~===~==~=========~====-=============~-=================~==~===~========================== I Flor1da Des1gn Consultants, Inc, Palm Harbor FL Interconnected Channel and Pond Routmg Model (ICPR) <eJ2002 Streamlme Technologles, Inc Page 14 of18 I I I Costa Verde (aka Countrys1de Execut1ve Golf Course) EX1St 25/24 Input Data 6-29-05, 11 13 am I ==== We1rs =============================================================================== ========================================================================================== I Name Group Flow Type 12E>C3 BASE Both Vert1cal I Span(1n) R1se(1n) Invert(ft) Control Elevat1on(ft) I Bottom CI1p(1n) Top CI1p(1n) We1r D1scharge Coef Or1f1ce D1scharge Coef I Gravel From Node To Node Count Geometry 12E C3 1 Rectangular TABLE ---------------------------------------------------------------------------------------------------- I Name Group Flow Type 13E>12E BASE Both Vert1cal I Span(1n) R1se(1n) Invert(ft) Control Elevat1on(ft) I Bottom Cl1p(1n) Top Cl1p(1n) We1r D1scharge Coef Or1f1ce D1scharge Coef I 600 00 2 00 71 500 71 500 o 000 o 000 2 600 o 600 Gravel From Node To Node Count Geometry 13E 12E I Rectangular TABLE ---------------------------------------------------------------------------------------------------- I Name Group Flow Type 3E>lE BASE Both Vert1cal I Span(1n) R1se(1n) Invert(ft) Control Elevat1on(ft) I Bottom C11p(1n) Top Cl1p(1n) We1r D1scharge Coef Or1f1ce D1scharge Coef I 600 00 2 00 72 400 72 400 o 000 o 000 2 600 o 600 Gravel From Node To Node Count Geometry 3E IE 1 Rectangular TABLE ---------------------------------------------------------------------------------------------------- Name Group Flow Type 6E>Cl BASE Both Vert1cal I I Span(1n) R1se(1n) Invert(ft) Control Elevat1on(ft) 120 00 999 00 71 200 71 200 o 000 o 000 2 600 o 600 Gravel From Node To Node Count Geometry 6E C1 1 Rectangular 360 00 999 00 70 500 70 500 I Flor1da Des1gn Consultants, Inc, Palm Harbor FL Interconnected Channel and Pond Routmg Model (ICPR) (92002 Stream1me Technologies, Inc I Page 15 of 18 I I Costa Verde (aka Countrys1de Execut1ve Golf Course) EX1St 25/24 Input Data 6-29-05, 11 13 am II TABLE II Bottom Cl1p(1n) Top Cl1p (1n) We1r D1scharge Coef Or1f1ce D1scharge Coef I Name Group Flow Type 8E>6E BASE Both Vert1cal I I Span(1n) R1se(1n} Invert(ft} Control Elevat1on(ft) I Bottom Cl1p(1n} Top Cl1p(1n} We1r D1scharge Coef Or1f1ce D1scharge Coef I Name Group Flow Type LDSump>ChB BASE Both Vert1cal Mav1s I Span(1n} fUse (1n) Invert(ft} Control Elevat1on(ft) I Bottom Cl1p(1n} Top Cl1p(1n} We1r D1scharge Coef Or1f1ce D1scharge Coef I EX1st1ng we1r I Name Group Flow Type StM>LD3 BASE Both Vert1cal I Span(1n) R1se(1n} Invert(ft} Control Elevat1on(ft} I Bottom Cl1p(1n} Top Cl1p(1n} We1r D1scharge Coef Or1f1ce D1scharge Coef o 000 o 000 2 600 o 600 Gravel From Node To Node Count Geometry 8E 6E 1 Rectangular TABLE LDSump LD2 1 Rectangular TABLE StM LD3 1 Rectangular TABLE II We1r d1scharge overbank to Belcher Rd overflow to dr1veway then to Belcher Rd I Name Group Flow WlE>LD3 BASE Both 120 00 999 00 70 500 70 500 o 000 o 000 2 600 o 600 From Node To Node Count Geometry 456 00 9999 00 46 000 46 000 o 000 o 000 3 200 o 600 Gravel From Node To Node Count Geometry IE LD3 1 240 00 9999 00 71 200 71 200 o 000 o 000 2 600 o 600 From Node To Node Count I Flor1da Des1gn Consultants, Inc, Palm Harbor FL Page 16 of18 Interconnected Channel and Pond Routrng Model (ICPR) @2002 Streamlrne Technologies, Inc I I I Costa Verde (aka Countrys1de Execut1ve Golf Course) EX1st 25/24 Input Data 6-29-05, 11 13 am I Type Vert1cal Gravel Geometry Rectangular I Span(1n) R1se(1n) Invert(ft) Control Elevat1on(ft) I Bottom Cl1p(1n) Top Cl1p(1n) We1r D1scharge Coef Or1f1ce D1scharge Coef 960 00 9999 00 70 100 70 100 TABLE o 000 o 000 2 600 o 600 II Over Belcher Rd r1ght-of-way 11ne at west end of golf course I Name Group Flow Type W2E>lE BASE Both Vert1cal I Bottom W1dth(ft) Left S1de Slope(h/v) R1ght S1de Slope(h/v) Invert(ft) Control Elevat1on(ft) Struct Open1ng D1m(ft) I Bottom Cl1p(ft) Top Cl1p(ft) We1r D1scharge Coef Or1f1ce D1scharge Coef I Cart path =~======================================================================================== Gravel From Node To Node Count Geometry 2E lE 1 Trapezo1dal 10 00 o 01 o 00 71 370 71 370 9999 00 TABLE o 000 o 000 2 600 o 600 I ==== Hydrology S1mulat1ons ========~====================================================== ========================================================================================== II Name EX1st1ng F11ename K \169\PROJDATA\DRNDATA\ICPR\Ex1st1ng R32 Overr1de Defaults No T1me(hrs) Pr1nt Inc(m1n) I 11 000 13 000 24 000 40 000 30 00 5 00 15 00 30 00 I ========================================================================================== ==== Rout1ng S1mulat1ons ================================================================= ========================================================================================== I Name EX1st1ng Hydrology S1m EX1st1ng F1lename K \169\PROJDATA\DRNDATA\ICPR\Ex1st1ng 132 Execute Yes Alternat1ve No I Max Delta Z (ft) T1me Step Opt1m1zer Start T1me(hrs) M1n Calc T1me(sec) Boundary Stages I Restart No Patch No 1 00 10 000 o 000 o 5000 Delta Z Factor 0 00500 End T1me(hrs) 30 00 Max Calc T1me(sec) 60 0000 Boundary Flows I Flor1da Des1gn Consultants, Inc, Palm Harbor FL Page 17 of18 Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamlme Technologies, Inc I I I Costa Verde (aka CountrysLde ExecutLve Golf Course) EXLSt 25/24 Input Data 6~2 9-05, 11 13 am I I TLme (hrs) Prlnt Inc(mJ,n) 10 000 13 000 18 000 30 000 60 000 5 000 10 000 60 000 I Group Run I BASE Yes ~======-===~-==~~======~~--~==~~====~=~==c==~~__~===~__===~=======~========;===__=====~~== ~~~~ Boundary Condltlons ==~~~========~=~=====~============~~=~====~~~~~===~~~=========~=~ I ======~;-===;-===~-============~======~=-===~~======~=====~---====~~-=====~=~=========~~== I I I I I I I I I I FlorLda DesLgn Consultants, Inc, Palm Harbor FL I Interconnected Channel and Pond RoutIng Model (ICPR) 1b>2002 Streamlme Technologies, Inc Page 18 of 18 I ...... 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I-' '1 0 ~ '" >: <1> o C '"' ,." (}I-'~ ,""on> '" >: x "'t"ln I IXO "'I-'to "'''''"' I,",'" 0 """'~ , "" <II ......., I f-''''o. J--'''''''' f-'H_ w:>ll> '0,.. ,"Cll> ~'"' I n 00 ll> so: ,",:::I ll>ct ... '< '" ..... I 0- ro M ~ ro () c: I '"' ~ <: '" li1 0 f-' '"" I n 0 C ., to <II I I I I I I ,I I I I I I I I I I I I I I I I I I I I I I I I I ,I I Countryside Eucuhve Golf Course Drainage Report Proposed Conditions Hydrologic Terrain Basin 100 Area: On-site = 10 840 Off-sIte = 0 330 A (acres) :::: 11.170 Composite eN: Land-Use Area HSG eN ResIdenttaI (1/8 acre or less, 65% Imp) 9800 e 90 Parkmg @ clubhouse 0000 BID, 0 98 Wooded (average) 0000 BID,D 79 Wooded (average) 0000 e 74 Open Spaces Golf Courses 0000 e 74 Wetlands 0000 BID, 0 95 Water (Pond @NWL) I 370 100 Total II 170 Note If eXlstmg salls are BID or D, use HSG = D for developed condlhons eN = 91.2 Time of Concentration (Sum of Segments) (Not less than 10.0 min) Overland Flow t(tnal) L 273 0 25 year Zone 6lDF curve N 04 I 560 S t(sublr o 0 I 0 00 Shallow Concentrated (Rill) Flow t(sub2)2 000 L o s V 23 0021 Channelized Flow t(sub3) 00 L o v I 5 T (minutes) = N/A Use- T (minutes) = 17.0 Estimated StormTab (minutes) = 17.0 1 Equation (4-3), Hlllsborough County Storm water Management TeGhmcal Manual, p 25 2 From equatlOn for Figure 3-1, USDA, SCS, Urban HydrologyforSmall Watersheds, TR 55, AppendIx F, p F-l FlOrida DeSign Consultants, New Port Richey FL PropCondHydrologlcTerramCEGC xIs BaSin 1006/29/2005 I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Dramage Report Proposed Conditions Hydrologic Terrain Basin 105 Area: On-site = 0 700 Off-site = 0000 A (acres) = 0.700 Composite CN: Land-Use Area HSG CN Residential (1/8 acre or less, 65% Imp) 0000 C 90 Dnveway and pond 0630 BID, 0 80 Commercial (85% ImpervIOus) 0000 C 94 Wooded (average) 0000 C 74 Open Spaces Golf Courses 0000 C 74 Wetlands 0000 BIO,D 95 Water (Pond @NWL) 0070 100 Total 0700 Note If eXlStmg soils are BID or D, use HSG = D for developed conditions eN = 82.0 Time of ConcentratIOn (8um of Segments) (Not less than 10.0 min) Overland Flow' t(tnal) L 202 0 25 year Zone 6 IDF curve 8 o 0227 t(subl)l 000 N 04 I 641 Shallow Concentrated (RIll) Flow t(sub2)2 000 L o s V 23 0.021 ChannelIzed Flow L o v t(sub3) 00 1 5 T (minutes) = N/A Use-T (minutes) = 16.0 Estimated StormTab (minutes) = 16.0 1 EquatIOn (4-3), Hdlsborough County Stonnwater Management Techmcal Manual, p 25 2 From equatIOn for Figure 3,1, USDA, SCS, Urban Hydrology for Small Watersheds, TR 55, Appendix F, p F.l Florida Design Consultants, New Port Richey FL PropCondHydrologlcTerramCEGC xis Basin 1056/29/2005 I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Dramage Report Proposed Conditions HydrologiC Terrain Basin 110 Area: On-slte = 2 500 Off-Sltc = 0000 A (acres) ::::: 2.500 Composite CN: Land-Use Area HSG CN ResIdentIal (l/8 acre or less, 65% Imp) 2430 C 90 Parkmg @ clubhouse 0000 B/O,D 98 CommercIal (85% ImpervIOUS) 0000 C 94 Wooded (average) 0000 C 74 Open Spaces Golf Courses 0000 C 74 Wetlands 0000 BID, 0 95 Water (Pond @ NWL) 0070 100 Total 2500 Note If eXlstmg soils are BID or D, use HSG = D for developed condltlOns eN::::: 90.3 Time of Concentration (Sum of Segments) (Not less than 10.0 min) Overland Flow t(tna1) L 68 70 25 year Zone 6 IOF curve N 04 1 967 S t(sub 1)1 005 681 Shallow Concentrated (RIll) Flow t(sub2)2 057 s V 23 L 80 0021 Channehzed Flow v 1 5 t(sub3) 00 L o T (minutes)::::: N/A Use-T (minutes) == 15.5 Estimated StormTab (minutes) == 15.5 I EquatlOn (4-3), Hlll~borough County Stormwater Management Techmcal Manual, p 25 2 From equatIOn for FIgure 3-1, USDA, SCS, Urban Hydrology for Small Watersheds, TR 55, AppendiX F, p F-l FlOrida Design Consultants, New Port Richey FL PropCondHydrologlcTerralnCEGC xIs Basin 1106/29/2005 I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Drainage Report Proposed Conditions Hydrologic Terrain Basin 120 Area: On-site = 18 220 Off-site = 0 702 A (acres) = 18.922 Composite eN: Land-Use Area HSG CN Residential (1/8 acre or less, 65% Imp) 17 360 C 90 Parkmg @ clubhouse 0000 BID, 0 98 Wooded (average) 0000 B/D,D 79 Wooded (average) 0000 C 74 Open Spaces Golf Courses 0000 C 74 Wetlands 0000 BID,D 95 Water (Pond @NWL) 0860 100 Total 18 220 Note If eXlstmg solis are BID or D, use HSG = D for developed conditIOns eN = 90.5 Time of Concentration (Sum of Segments) (Not less than 10.0 min) Overland Flow t(tnal) L 273 0 25 year Zone 6 IDF curve I 560 S t(sub 1)1 001 000 N 04 Shallow Concentrated (Rill) Flow t(sub2f 0.00 L o s V 2.3 0021 Channehzcd Flow. L o v t(sub3) 00 I 5 T (minutes) = N/A Use-T (minutes) = 18.0 Estimated StormTab (minutes) = 18.0 I Equatton (4-3), HIllsborough County Stormwater Management Techmcal Manual, p 25 2 From equatIOn for Figure 3-1, USDA, SCS, Urban HydrologyforSmall Watersheds, TR 55, Appendix F, p F-1 Florida DesIgn Consultants, New Port Richey FL PropCondHydrologlcTerralnCEGC xis Basin 1206/29/2005 I I I I I I I I I I I I I I I I I I I Countryside ExecutIve Golr Course Dramagc Report Proposed Conditions Hydrologic Terrain Basm 130 Area: On-site = 5360 Off-sIte = 0000 A (acres) = 5.360 Composite CN: Land-Use Area HSG CN Residential (118 acre or less, 65% Imp) 4980 C 90 Parkmg @ clubhouse 0000 B/D,D 98 Wooded (average) 0000 B/D,D 79 Wooded (average) 0000 C 74 Open Spaces Golf Courses 0000 C 74 Wetlands 0000 B/D,D 95 Water (Pond @NWL) 0380 100 Total 5360 Note If eXlstmg soll~ are BID or D, use HSG = D for developed condlhons eN = 90.7 Time of Concentration (Sum of Segments) (Not less than 10.0 min) Overland Flow t(tnal) L 273 0 25 year Zone 6 IDF curve I 560 S t(sublr 001 000 N 04 Shallow Concentrated (Rtll) Flow s V 23 t(sub2? 000 L o 0021 ChannelIzed Flow: L o v I 5 t(sub3) 00 T (minutes) = N/A Use-T (minutes) = 17.0 Estimated StormTab (minutes) = 17.0 1 EquatIOn (4-3), HJ!lsborough County Stormwaler Management Techmcal Manual, p 25 2 From equatiOn for Figure 3-1, USDA, SCS, Urban Hydrology for Small Watersheds, TR 55, Appendix F, p F-I Flonda Design Consultants, New Port Richey FL PropCondHydrologlcTerralnCEGC xIs 8asm 1306/29/2005 I, I I I I I I I I, I I I I I I I I I I Countryside Executive Golf Course DralOage Report Proposed Conditions Hydrologic Terrain Basin 131 Area: On-site = 3 270 Off-sIte = 0000 A (acres) ::::: 3.270 Composite CN: Land-Use Area HSG CN ResidentIal (118 acre or le5.s, 65% Imp) 3 150 C 90 Parkmg @ clubhouse 0000 BID, D 98 Wooded (average) 0000 B/D,D 79 Wooded (average) 0000 C 74 Open Spaces Golf Courses 0000 C 74 Wetlands 0000 BID, D 95 Water (Pond @NWL) 0120 100 Total 3270 Note If eXlstmg s01ls are BID or D, use HSG = 0 for developed conditIOns eN::::: 90.4 Time of Concentration (Sum of Segments) (Notless than 10.0 min) Overland Flow t(tnal) L 273 0 25 year Zone 6 IDF curve N 04 I 5.60 S t(subl)' o 01 000 Shallow Concentrated (Rill) Flow V 23 t(sub2)2 000 L o s 0021 ChannelIzed Flow L o t(sub3) 00 v 1 5 T (minutes) = N/A Use-T (minutes)::::: 17.0 Estimated StormTab (minutes) ::::: 17.0 I EquatIOn (4-3), HllIsborough County Stomlwater Management Techmcal Manual, p 25 2 From equatIOn for Figure 3-1, USDA, SCS, Urban HydrologyforSmall Watersheds, TR 55, AppendiX F, p F-I FlOrida Design Consultants, New Port Richey FL PropCondHydrologlcTerralnCEGC xis Basin 131 6/29/2005 I I I I I I I I I I I I I I' I I I I I Countryside Executive Golf Course Dramage Report Proposed Basin 3 (Includes a portion of Village on the Green) Area: On-sIte = 0890 Off-sIte = 0954 A (acres) = 1.844 Composite CN. Land-Use Area HSG CN ResidentIal (1/8 acre or less, 65% Imp) 0854 C 90 Parkmg @ clubhouse 0000 BID, 0 98 Wooded (average) 0000 B/D,D 79 Wooded (average) 0000 C 74 Open Spaces Golf Courses 0790 C 74 Wetlands 0200 B/D,D 95 Water (@NWL) 0000 100 Total 1 844 Note If eXlstmg salls are BID or D, use HSG = D for developed conditions eN = 83.7 Time of Concentration (Sum of Segments) 25 year Zone 6 IDF curve Overland Flow' t(tnal) 72 s o 0539 t(subl)l 7 16 N 04 I 949 L 78 Shallow Concentrated (RIll) Flow L s V t(sub2)2 0 0005 1.1 000 L v t( sub3) 555 2 46 T (minutes) = 11.8 Use-T (minutes) = 11.8 ChannelIzed Flow I Equation (4-3), Hlllsborough County Stormwater Management Techmcal Manual, p 25 2 From equation for Figure 3-1, USDA, SCS, Urban Hydrology for Small Watersheds, TR 55, AppendiX F, p F-I FlOrida DeSign Consultants, New Port Richey FL PropCondHydrologlcTerramCEGC xis Basm 3 6/29/2005 I I I I I I I I I I I I I I I I I I I CountrysIde ExeLuhve Golf Course Dramage Report Proposed Conditions Hydrologic Terrain Channel A Area: On-site = 2300 Off-sIte = 0 000 A (acres) = 2.300 Composite CN: Land-Use Area HSG CN ResldentIal (118 acre or less, 65% Imp) 0000 C 90 Parkmg @ clubhouse 0000 B/D,D 98 Wooded (average) 0000 BIO,D 79 Wooded (average) 0000 C 74 Open Spaces Golf Courses I 700 C 74 Wetlands 0000 BID,D 95 Water (Pond @NWL) 0600 100 Total 2300 Note If eXlstmg sOils are BID or 0, use HSG = D for developed conditions eN = 80.8 Time of Concentration (Sum of Segments) (Not less than 10.0 min) Overland Flow t(tnal) L 273 0 25 year Zone 6 IDF curve N 04 I 560 S t(subl)l o 0 I 0 00 Shallow Concentrated (Rill) Flow. L s V t(sub2)2 0 0021 23 000 Channehzed Flow L v t(sub3) 1300 1 5 144 T (minutes) = 14.4 Use-T (minutes) = 15.0 1 EquatIOn (4-3), Hlllsborough County Stom/water Management Techmcal Manual, p 25 2 From equatIOn for Figure 3-1, USDA, SCS, Urban Hydrology for Small Watersheds, TR 55, AppendIX F, p F-1 Flonda DeSign Consultants, New Port Richey FL PropCondHydrologlc T erralnCEGC xIs CH-A 6/29/2005 I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Drainage Report Proposed Pond 100 Treatment Water Quality Treat Onslte Area [ac] 10.84 Treat Off SIte Area [ac] 0.33 Treat Runoff Depth [m] 1.0 Computed Runoff Depth [Ill] 1.00 Treat Vol (Onslte) [ac-fi] 0.903 Treat Vol (Off site) [ac-ft] 0.028 Add'l Treat Vol [ac-ft] 0 Total Treat Vol [ac-ft] 0.931 Mmllttoral area [% N\VL] Depth of Treatment [ft] 1.30 Mmlmum lIttoral area [acres] Pond Stage/Storage Area at TOP [ac] 1.670 TOP EI [fi] 72.0 Area at NWL [ac] 1.070 NWL EL [ft] 71.00 Stage EL Area Treat AccumVol Attenuate AccumVol 7500 347 847 574 7450 3 17 681 408 7400 287 530 257 7350 257 394 1 21 7300 227 273 000 7250 1 97 1.67 7210 1.73 DLW 0.93 71 50 1 37 NWL 000 Orifice Sizing Calculations: Onfice Size [mches] release 1/2 vol 2.20 C= 0.6 EL AREA INCR HALF h Q INCR TOTAL VOL VOL TIME TIME 7230 1 850 o 1371 o 6516 126 o 1428 11 61238 11 6 7223 1 805 o 1337 05145 1 19 o 1385 11 67864 233 72 15 1 760 o 1303 03808 III o 1341 11 76128 35 1 DL W36HR 7208 1 715 o 1269 o 2505 104 o 1295 11 86354 469 7200 1670 o 1236 0.1236 096 o 1247 11 9896 589 7193 1 625 Flonda DeSign Consultants, New Port Richey FL PropPondsCEGC xis Pond 100Treat 6/29/20051 20 PM I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Dramage Report Proposed Pond 100 'Vater Quality Treat Onslte Area [ac] 10.84 Treat Off site Area [ac]. 0.33 Treat Runoff Depth [10] 1.0 Computed Runoff Depth [m] 1.00 Treat Vol (Onslte) [ac-ft] 0.903 Treat Vol (Off site) [ac-ft] 0.028 Add'l Treat Vol [ac-ft] 0 Total Treat Vol [ac-ft] 0.931 Mm littoral area [% NWL] Depth of Treatment [ft] N/A MInimum httoral area [acres] Pond Stage/Storage Area at TOP [ac] 1.970 TOP EI [ft] 74.0 Area at NWL [ac] 1.670 NWL EL [ft] 72.00 Stage EL Area Treat AccumVol Attenuate Accum V 01 7500 212 552 394 7450 205 448 290 7400 1 97 347 1 90 7350 I 90 251 093 7300 I 82 I 58 0.00 7250 I 75 069 7210 1 69 DLW 000 Orifice Sizing Calculations: Onfice size [mches] release II2 vol 2.20 C= 0.6 EL AREA INCR HALF h Q INCR TOTAL VOL VOL TIME TIME 7230 1.715 o 1282 06326 026 00651 23 82058 238 7223 1.704 o 1274 o 5044 019 o 0550 27 9994 51 8 72 15 1 693 o 1265 03770 o 11 o 0426 35 9076 877 DLW36HR 7208 1 681 o 1257 02505 004 0.0246 61 779 1495 7200 1670 0.1248 o 1248 -004 #NUM' #NUM' #NUMI 71 93 1 659 Flonda DeSign Consultants, New Port RIchey FL PropPondsCEGC xis Pond 100 6/29/2005 1 20 PM I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Drainage Report Proposed Pond 105-110 Treatment \Vater Quality Treat Onslte Area [ac] 1.31 Treat Off Site Area [ac] 0.00 Treat Runoff Depth [Ill] 1.0 Computed Runoff Dcpth [Ill] 0.00 Treat Vol (Onslte) [ac-ft] 0.109 Treat Vol (Off site) [ac-ft] 0.000 Add'l Treat Vol [ac-ft] 0 Total Treat Vol [ac-ft] 0.]09 Mill !tttoral area [% NWL] Depth of Treatment [ft] 0.10 Minimum httoral area [acres] Pond Stage/Storage Area at TOP [ac] 0.410 TOP El [ft] 75.0 Area [ac] 0.210 EL [ft] 72.00 Stage EL Area Treat AccumVol Attenuate AeeumVol 7500 041 L03 069 7450 038 083 049 7400 034 065 031 7350 031 049 015 7300 028 034 000 7255 025 DLW 022 72 10 022 012 71 50 o 18 NWL 000 Orifice Sizing Calculations: Onfice size [mches] release 1/2 vol. 0.75 C= 0.6 EL AREA INCR HALF h Q INCR TOTAL VOL VOL TIME TIME 72 10 0217 o 01 07 00521 057 00112 11 61223 11 6 7205 0213 o 0106 o 0413 053 o 0107 11 96421 236 7200 0210 o 0104 o 0307 047 o 0102 1238007 360 DLW36HR 71 95 0207 o 01 02 o 0203 043 0.0096 12 87866 48.8 71 90 0203 00101 00101 038 0.0090 13 48745 623 71 85 0200 Flonda DeSign Consultants, New Port Richey FL PropPondsCEGC xis Pond 105-110Treat 6/29/20051 20 PM I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Dramage Report Proposed Pond 10S-lIO Treatment Water Quality Trcat Onslte Area (ae] N/A Treat Off sIte Area (ae] 0.00 Trcat Runoff Depth [Ill] 1.0 Computed Runoff Depth [m] 0.00 Treat Vol (OnsIte) [ac-ft] N/A Treat Vol (Off site) (ac-ft] 0.000 Add'l Treat Vol [ae-ft] 0 Total Treat Vol [ae-ft] N/A Mm lIttoral area (% NWL] Depth of Treatment [ft] N/A MInImUm httoral area [acles] Pond Stage/Storage Area at TOP [ac] 0.230 TOP El [ft] 75.0 Area at NWL [ac] 0.120 NWL EL eft] 72.00 Stage EL Area Treat AeeumVol Attenuate AccumVol 7500 023 053 039 7450 021 041 028 7400 019 031 018 7350 o 18 022 008 7300 016 014 000 7255 014 DLW 007 72 to 012 001 7200 012 NWL 000 Orifice Sizing Calculations: Onfice SIze [Illches] release 1/2 vol 0.80 C= 0.6 EL AREA INCR HALF h Q INCR TOTAL VOL VOL TIME TIME 7255 0140 o 0070 o 0339 053 o 0122 6917822 69 7250 0138 o 0069 o 0269 047 00116 7 177058 14 I 7245 0137 o 0068 o 0201 043 00110 7 486273 21 6 DLW36HR 7240 0135 o 0067 00133 038 o 01 03 7861981 294 7235 0133 o 0066 o 0066 033 o 0096 8 329364 378 7230 0131 Flonda DesIgn Consultants, New Port Richey FL PropPondsCEGC xis Pond 105 6f29f2005 1 20 PM I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Drainage Report Proposed Pond 105-110 Treatment Water Quality Treat Onslte Area [ae] N/A Treat Off site Area [ae] 0.00 Treat Runoff Depth Em] 1.0 Computed Runoff Depth Em] 0.00 Treat Vol (Onslte) [ae-ft] N/A Treat Vol (Off site) [ac-ft] 0.000 Add'l Treat Vol [ac-ft] 0 Total Treat Vol {ac-ft] N/A Mm littoral area [% NWL] Depth of Treatment Eft] N/A MInimum bttoral area {acres] Pond Stage/Storage Area at TOP {ae] 0.180 TOP El Eft] 75.0 Area at NWL [ac] 0.090 NWL EL Eft] 72.00 Stage EL Area Treat AccumVol Attenuate AecumVol 7500 o 18 040 036 7450 017 031 027 7400 o 15 023 019 7350 014 o 16 012 7300 o 12 010 006 72.70 o 11 006 002 7265 o 11 006 002 7250 o 11 004 000 7210 009 DLW 000 Orifice Sizing Calculations: Onfice Size [mches] release 1/2 vol 0.80 C= 0.6 EL AREA INCR HALF h Q INeR TOTAL VOL VOL TIME TIME 7255 0107 o 0053 00257 053 o 0122 5 25357 53 7250 0105 o 0052 o 0204 047 00116 5444814 107 7245 0104 o 0051 00152 043 00110 5673371 164 DLW36HR 7240 0102 00051 0.0100 038 o 0103 5.951593 223 72.35 0101 o 0050 00050 0.33 o 0096 6298325 286 72.30 0099 FlOrida DeSign Consultants, New Port Richey FL PropPondsCEGC xis Pond 110 6/29/2005 1 20 PM I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Drainage Report Proposed Pond 120 Water Quality Treat Onslte Area [ac] 18.22 Treat OfTslte Area [ae] 0.00 Treat Runoff Depth Em] 1.0 Computed Runoff Depth [m] 0.50 Treat Vol (Onslte) [ae-ft] 1.518 Treat Vol (Off sIte) [ae-ft] 0.000 Add'l Treat Vol [ae-ft] 0 Total Treat Vol [ae-ft] 1.518 Mm littoral area [% NWL] Depth of Treatment [ft] 1.50 Mmlllium littoral area [acres]. Pond Stage/Storage Area at TOP [ae] 1.250 TOP EI Eft] 71.0 Area at NWL [ae] 0.860 NWL EL Eft] 69.50 Stage EL Area Treat AeeumVol Attenuate Aeeum V 01 72 50 1.64 375 298 7200 1 51 296 2 19 71 50 1 38 224 1 47 71 00 1 25 1 58 081 7050 l.12 DLW 099 022 7030 I 07 077 000 6950 086 NWL 000 Orifice Sizing Calculations: Onfiee SIZe [mehes] release 1/2 vol 1.90 C= 0.6 EL AREA fNeR HALF h Q INCR TOTAL VOL VOL TIME TIME 7100 1 250 o 1114 o 5362 1 46 o 1144 11 79216 118 7091 I 227 o 1093 o 4247 1 36 o 1108 11 94465 237 7082 1 203 o 1 072 o 3 154 1 27 o 1070 12 12099 359 DL W36HR 7073 I 180 o 1051 02082 1 18 o 1032 12 32594 482 7064 1 156 o 1030 0.1030 1 09 o 0992 1256561 607 7055 1 133 FlOrida DeSign Consultants, New Port Richey FL PropPondsCEGC xis Pond 120Treat 6/29/20051 20 PM I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Dramage Report Proposed Pond 120 Water Quality Treat OOStte Area [ac] 18.22 Treat Off site Area [ae] 0.00 Treat Runoff Depth [In] 1.0 Computed Runoff Depth [Ill] 0.50 Treat Vol (Onslte) [ae-ft] 1.518 Treat Vol (Off site) [ae-ft] 0.000 Add'l Treat Vol [ae-ft] 0 Total Treat Vol [ae~ft] 1.518 MIn httoral area [% NWL] Dcpth of Treatment [ft] -71.00 Minimum httoral area [acres]' Pond Stage/Storage Area at TOP [ae] 1.730 TOP El [ft] 73.5 Area at NWL [ae] 1.250 NWL EL [ft] 71.00 Stage EL Area Treat AccumVol Attenuate AccumVol 7350 1 73 395 373 7330 1 69 360 338 7300 1 63 3 11 288 7250 1 54 231 209 7200 1 44 DLW 1 57 1 35 71 00 1 25 022 000 7082 1 22 NWL 000 Orifice Sizing Calculations: See Pond 120Treat Florida DeSign Consultants, New Port Richey FL PropPondsCEGC xis Pond 1206/29/2005 1 20 PM I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Dramage Report Proposed Pond 130 \Vater Quality Treat Onslte Arca [ae] 5.36 Treat Off sIte Area [ae] 0.00 Treat Runoff Depth Em] 1.0 Computed Runoff Depth Em] 0.00 Treat Vol (Ouslte) [ae-ft] 0.447 Treat Vol (Off site) [ae-ft] 0.000 Add'l Treat Vol [ae-ft] 0 Total Treat Vol [ae-ft] 0.447 Mm lIttoral area [% NWL] Depth of Treatment Eft] 0.75 MInimum lIttoral area [acres] Pond Stage/Storage Area at TOP [ac] 1.041 TOP EI Eft] 73.0 Area at NWL [ac] 0.770 NWL EL Eft] 71.0 703 IsNWL Stage EL Area Treat AecumVol Attenuate AccumVol 7300 1 04 232 1 77 7250 097 1 81 1 27 7200 091 1 34 080 71 50 084 091 036 7105 078 DLW 054 000 7050 070 014 7030 068 NWL 000 Orifice Sizing Calculations: See Pond 130-131 FlOrida DeSign Consultants, New Port Richey FL PropPondsCEGC xis Pond 130 6/29/2005 1 20 PM I I I I I I I I I I I I I I I I I I I Countryside Executive Golf Course Dramage Report Proposed Pond 131 Water Quality Treat OnsIte Area [ac] 3.27 Treat Off sIte Area [ac] 0.00 Treat Runoff Depth [In] 1.0 Computed Runoff Depth [111] 0.00 Treat Vol (Onslte) [ac-ft] 0.273 Treat Vol (Off sIte) [ac-ft] 0.000 Add'l Treat Vol [ac-ft] 0 Total Treat Vol [ac-ft] 0.273 Mm httoral area [% NWL] Depth of Treatment [ft] 1.00 Mmlmum littoral area [acres] Pond Stage/Storage Area at TOP [ac)' 0.220 TOP EI [ft] 73.0 Area at NWL [ac] 0.110 NWL EL [ft] 70.00 Stage EL Area Treat Accum Vol Attenuate AccumVol 7300 022 046 036 7250 020 0.35 025 7200 o 18 026 0.16 71.50 017 017 007 71 05 015 DLW 010 000 7050 013 002 7030 012 NWL 000 Orifice Sizing Calculations: See Pond 130-131 Flonda DeSign Consultants, New Port Richey FL PropPondsCEGC xIs Pond 131 6/29/2005 1 20 PM I I I I I I I I I I I I I I I I I I I Proposed Pond 131 Water Quality Treat Onslte Area [ae] Treat Runoff Depth [In] Treat Vol (Onslte) [ae-ft] Add'l Treat Vol [ae-ft] Total Treat Vol [ae-ft] Depth of Treatment {ft] Pond Stage/Storage Area at TOP [ae] Area at NWL [ae] Stage EL Area 73 00 1.60 72 50 1 47 72 00 1 34 7]50121 71 05 1 09 70 50 0 95 70 30 0 90 Countryside Executive Golf Course Dramage Report 8.63 1.0 0.719 o 0.719 1.05 Treat Off site Area lac] Computed Runoff Depth [m] Treat Vol (OffstLe) [ac~ft] 0.00 0.00 0.000 Mm Itttoral area [% NWL] Mmlmum lIttoral area [acres] Flonda Design Consultants, New Port Richey FL PropPondsCEGC xIs Pond 130-131 6/29/2005 1 20 PM 1.080 0.820 TOP El [fi] NWL EL [ft] Treat AccumVol 337 260 I 90 I 26 DLW 075 018 NWL 0 00 71.0 70.0 70 3 IS NWL Attenuate AccumVol 263 1 86 1 16 052 000 Orifice SIZing Calculations: Onfice sIze [mches] release 1/2 vol 1.97 C= 0.6 EL AREA INCR HALF h Q INCR TOTAL VOL VOL TIME TIME 71 05 1093 00973 03766 070 o 0856 13 76022 13 8 7096 1070 o 0952 02793 061 o 0799 14 41388 282 7087 1 046 0.0931 0_ ] 841 052 o 0738 15 25544 434 DL W36HR 7078 1023 o 0910 o 0910 043 0.0672 1638036 598 7069 0999 I I Costa Verde (ala Countryslde Executlve Golf Course) - Post Condltlon 25/24 Input Data 6-29-05 12 10 pm I ====~~~==~----=====~======-------~=======~~~~~=~~------===========~==-==-=~=============~= ==== Baslns ============================================================================== I -----------------~-----------------------------------------~--------------------~-~~------ ---~~--------------------------------~~------------------~-------------------------~------ Onslte Name 100 Group BASE I Unlt Hydrograph RaLnfall Fllo RaLnfall Amount (In) Area (ac) CUi:ve Number DCIA(%) I I Name Gi:OUP 105 BASE I Unl.t Hydrograph RaLnfall Flle Ralnfall Arnount(ln) Area (ae) Curve NumbeJ; DCIA(%) I I Name 110 Group BASE I Unlt Hydl"ograph Ralnfall Flle Ralnfal1 Arnount(ln) Area (ae) Curve Number DCIA(%) I Name 120 Group BASE I Unlt Hydrograph Ralnfall FLle RaLnfall Arnount(ln) Area (ac) Curve Number DCIA (%) I I Name 130 Group BASE I Unlt Hydrograph RaJ.nfall Flle Ralnfa11 Amount(ln) Area(ac) Curve Number DCIA (%) I Node Type 100 SCS Unlt Hydrogi:aph Status 256 0 24 00 17 00 o 00 999999 000 Status 256 0 24 00 16 00 o 00 999999 000 Status 256 0 24 00 15 50 o 00 999999 000 Status 256 0 24 00 18 00 o 00 999999 000 Status 256 0 24 00 17 00 o 00 999999 000 OnSlte Onslte Onslte OnsJ.te Uh256 FlmOd 9 000 11 170 91 20 o 00 Peakl.ng Factor Storm DUJ;atJ.on(hrs) Tlme of Conc(mln) TJ.me Shl ft (hrs) llax Allowable Q (efs) Node Type 105 SCS UnJ.t Hydrograph Uh256 Flmod 9 000 o 700 82 00 o 00 J?eaklng Factor Storm Duratlon(hrs) TJ.me of Conc(m1n). Tlme Sh1ft(hrs) Max Allowable Q(cfsl Node Type 110 SCS UnLt Hydrograph Uh256 Flmod 9 000 2 500 90 30 o 00 PeakLng Factor Storm Durat1on(hrsl Tlme of Conc(mlnl Tlme Sh1ft (hrs) Max Allowable Q(cfs) Node Type 120 SCS Unlt Hydrograph Uh256 Flmod 9 000 18 220 90 50 o 00 PeakLng factor Storm Durat1on(hrs) Tlme of Conc(m1n) T1me Shlft(hrs) Max Allowable Q(cfs) Node Type 130 SCS UnLt Hydrograph Uh256 Flmod 9 000 5 360 90 70 o 00 PeakJ.ng Factor Storm Duratlon(hrs) TJ.me of Conc(mln) TJ.me Sh1ft (hrs j Max Allowable Q(cfs) FlorLda Des1gn Consultants, Ine New Port Rlchey FL I Interconnected Channel and Pond Routing Model (ICPR) <92002 Streamlme Teehnologle.., Ine I Page 1 of20 I I Costa Verde (aka Countryslde Executlve Golf Course) - Posl Condltlon 25/24 Input Data 6-29-05 12 10 pm I I Name Group 131 BASE I Unlt Hydrograph Ralllfall tlle Ralnfall Amoulltjlll) Arealac) Curve Number DCIA l %) I I Name Group 3+VOG BASE I Ulllt Hydrograph Ralllfall Fl.le Ralnfa11 Amountlln) Arealac) Curve Number DCIAl%1 Node Type 131 SCS Unlt Hydrograph Status 256 0 24 00 17 00 o 00 999999 000 Status 256 0 24 00 11 80 o 00 999999 000 OnSl.te OnsJ.te I DJ.scharge to eXl.stl.ng wetland onSl.te and offsl.le (6-27-05 reduce by 0 75 acres, estl.mate CN 901 Name Group 68 BASE I UnJ.t Hydrograph Ral.nfall tlle RaJ.nfall Amount (l.n) Area(ac) Curve Number DCIA(%I I EXl.stl.ng slngle faml.ly I Name Group 70 BASE I Unl.t Hydrograph Ral.nfall Fl.le Ral.nfall Amount(J.n)- Area (ac) Curve Number DCIA (%) I EXl.stlng sl.ng1e faml.ly I Name Group 73 BASE I Unlt Hydrograph Ral.nfall Fl.le Ral.nfall Amountll.n) Area(ac) Curve Number DCIAl%) I Uh256 Flmod 9 000 3 270 90 40 o 00 Peakl.ng Factor Storm DuratJ.on(hrs) Tl.me o( Cone (ml.n) TJ.me ShJ.ft(hrSI Max Allowable Q(efs) Status 256 0 24 00 15 40 o 00 999999 000 Status 256 0 24 00 27 00 o 00 99'39'39 000 Status 256 0 24 00 12 40 o 00 99999'3 000 Onslte Onslte Onslte Node Type 3E SCS UnJ.t Hydrograph Uh256 Flmod 9 000 1 090 90 00 o 00 Peakl.ng Factor Storm Duratl.on(hrs) Tlme of Conc(ml.n) Tl.me Shlft(hrsj Max Allowable Qlcfs) Node 68 Type' SCS UnJ.t Hydrograph Uh256 tlmod 9 000 1 600 92 00 o 00 PeakJ.ng Factor Storm Duratlon(hrs) Tlme of Conc(mln) Tl.me ShJ.ftlhrs) Max Allowable Qjcfs) Node Type 70 SCS Unlt Hydrograph Uh256 Flmod 9 000 30 700 92 00 o 00 Pealung Factor Storm Durat~onlhrs) T~me of Conc(ffi1nj Tl.me Shl.ft(hrs) Max Allowable Q(cfsj Node Type 73 SCS Unlt Hydrograph Dh256 tlmod 9 000 o 200 92 00 o 00 Peakl.ng Factor Storm Duratl.on(hrs) Tlme of Conc{mln)' Tlme ShJ.ft (hrs) Max Allowable Q(cfs) Florlda Desl.gn Consultants, Ine New Porl Rlchey FL I Page 2 of20 Interconnected Channel and Pond Routing Model (ICPR) <92002 Streamline Technologies, Inc I I I Costa Verde (aka Countryslde Executlve Golf Course) - Post Condltlon 25/24 Input Data 6-29-05 12 10 pm I EXlstlng slngle faffilly I Name Group 76 BASE ---------------------------~-----~---------~~--------~--------------------------------~~------~~---- Onslte I Unlt Hydrograph Ralnfall Flle Ralnfall Amount(ln) Area(ac) Curve Number DCJA(%) I EXlstlng slngle famlly Node Type 76 SCS Unlt Hydrograph Status 256 0 24 00 27 90 o 00 999999 000 Name Group BRl BASE ---------~-----~-------------~-------~----~---------------------------------~~-----------------~---- Onslte I Unlt Hydrograph Ralnfall FJ.le Ralnfall Amount(ln) Arealac) Curve NUmber DCIA(%) I Uh256 FlmOd 9 000 20 700 92 00 o 00 Peabng Factor Storm DuratJ.onlhrs) Tlme of Conc(mJ.n) Tlme ShJ.ft(hrs) Max Allowable Q(cfs) Node Type BRl SCS UnJ.t Hydrograph Uh256 FlmOd 9 000 o 500 90 20 o 00 PeakJ.ng Factor Storm DuratJ.on(hrs) TJ.me of Conc(mJ.n) Tlme ShJ.ft (hrs) Max Allowable Q(efs) EXJ.stJ.ng slngle famJ.ly rear of lot draJ.nage I Status 256 0 24 00 10 00 o 00 999999 000 Name Group BR2 BASE ------~---~------~--------------~---------------~--------------------------------------------------- OnsJ.te I Unlt Hydrograph Ralnfall FJ.le RaJ.nfall Amount(J.n) Area (ae) Curve Number DCIA(%) I Node Type LD3 SCS UnJ.t Hydrograph Uh256 Flmod 9 000 6 640 90 50 o 00 Peaklng Factor Storm DuratJ.on(hrs) TJ.me of Conc(mJ.n) TJ.me ShJ.ft{hrs) Max Allowable Qlcfs) DraJ.nage to Belcher Rd curb J.nlets Status 256 0 24 00 10 00 o 00 999999 000 I Name Group BR3 BASE ---~---~~-------------~--------------~---------------~--------~--------~~~~-------------------~----- OnsJ.te I UnJ.t Hydrograph RaJ.nfall FJ.le RaJ.nfall Amount (J.n) Area(ac) Curve Number DCXA(%) Node Type BRI SCS Unlt Hydrograph Status 256 0 24 00 23 80 o 00 999999 000 II Runoff to Belcher Rd curb lnlets to south from lnterseetJ.on wJ.th Countryslde Blvd Uh256 Flmod 9 000 8 940 90 70 o 00 PeakJ.ng Factor Storm DuratJ.on(hrs) T~me of Conclmln) T~me ShJ. ft (hrs) Max Allowable Q(cfs) I Name Group BR4 BASE --------~-----~---------------~--------~------~--------~--------------------~-~--------------------- OnsJ.te I Unlt Hydrograph RaJ.nfall Flle Ralnfall Amount (In) Area (ae) Curve Number DCIA(%) Node Type BR2 SCS Unlt Hydrograph Status 256 0 24 00 10 00 o 00 999999 000 I Runoff from Belcher Rd rJ.ght-of-way vJ.cJ.TIJ.ty south of BR2/VOG lake outfall Uh256 FlmOd 9 000 o 840 90 70 o 00 Peaklng Factor Storm DuratJ.on(hrs) T~me of Cone(mJ.n) T~me ShJ.ft (hrs) Max Allowable Q(efs) FlorJ.da Deslgn Consultants, Ine New Port RJ.ehey FL I Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamline Technologies, Inc I Page 3 of20 I I Costa Verde (aka Countryslde Exeeutlve Golf Course) - Post Condltlon 2512 4 Input Data 6-29-05 12 10 pm I I Name Group CH-A BASE I Dnlt Hydrograph Ralnfall Flle Ralnfall Amount{ln) Area(ac) Curve Number DCIA 1%) I Name Group CV-VOG BASI" I Unlt Hydrograph Ralnfall FlIe Ra~nfall Amount(~n) Area (ac) Curve Number DCIA(%) I Node Type Cl SCS Unlt Hydrograph Uh256 Flmod 9 000 2 300 80 80 o 00 Peaklng Factor Storm Duratlon{hrs) Tlme of Cone(mln] Tlme Shlft (hrs) Max Allowable Q(efs) Node 'I'ype VOG SCS Dnlt Hydrograph Uh256 Flmod 9 000 6 335 92 00 o 00 PeakJ.ng Factor SLorm Duratlon(hrs) Tlme of Conc(mln) Tlme Shlft (hrs) Max Allowable Q(cfs) Composlte of several small areas that have runoff to VOG lake CN 92 estJ.mated, toe 15 estlmated I Name StM Group BASE I Dnlt Hydrograph RaJ..nfall flIe RaJ..nfall Amount(ln) Area (ac) Curve Number DCIA (%) I Node Type StM SCS Dnlt Hydrograph Uh256 flmod 9 000 8 760 90 30 o 00 Peaklng Factor Storm Duratlon(hrsl Tlme of COnc(mln) Tlme Shlft (hrs) Max Allowable Q(cfs) BaSln to St Mlchael's detent~on pond I Name Group VOG BASE I Unlt Hydrograph Ralnfall Flle Ralnfall Amount (In) Arealac) Curve Number DCIA(%) I Node Type VOG SCS Unlt Hydrograph Uh256 Flmod 9 000 81 610 92 30 o 00 Peaklng Factor Storm Duratlon(hrs) Tlme of Cone(mln) Tlme Shlft (hrs) Max Allowable Q(efs) EXlstlng muItl-famJ.ly proJects to VJ.1lage on the Green lake 81.61 acres does not J..ncIude any CEGC runoff Status 256 0 24 00 15 00 o 00 999999 000 Status 256 0 24 00 15 00 o 00 999999 000 Status 256 0 24 00 23 40 o 00 999999 000 Status 256 0 24 00 41 50 o 00 999999 000 Onslte OnSlte OnsJ..te OnS1te ==== Nodes =============================================================================== I ======~=~=~~================================================~====~======================== Name Group Type 100 BASE Stage/Area I Stage(ft) I 71 500 Base flow(cfs) o 000 Area(ac) 1 3700 Flor~da Deslgn Consultants, Inc New Port Rlchey FL Inlt Stage(ft) Warn Stage{ft) 72 150 75 000 I Page 4 of20 Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamline Technologie,>, Ine I I I Costa Verde (aka CountrYSlde ExecutJ.ve Golf Course) - Posl Condltlon 25/2q Input Data 6-29-05 12 10 pm I 72 500 1 7500 73 000 1 8200 73 500 1 9000 74 000 1 9700 74 500 2 0500 75 000 2 1200 I --------~-------~------------~------------~-----~------------~-----~---------------------- I Name Group Type 105 BASE Stage/Area Base Flow (cfs) o 000 Inlt Stagelft) Warn Stage (ft ) 72 000 75 000 I Stage (it) Area(ac) I 72 000 72 550 73 500 75 000 o 1200 o 1400 o 1800 o 2300 -------------------------------------~--------------~-------------~-----~---~------------- I Name Group Type 110 BASE Stage/Area Base Flow(cfS) o 000 Inlt Stage(ft) Warn Stage (ft) 72 000 75 000 I Stage (ft) Area(ac) -----~--------- -~---------~--- 72 000 0 0900 72 500 0 1100 73 000 0 1200 73 500 0 1400 74 000 0 1500 74 500 0 1700 75 000 0 1800 I I -~-----------------~-----~------------~----------------------------------~---------------- I Name Group Type 120 BASE Stage/Area Base Flow(cfs) o 000 Inlt Stage(ft) Warn Stage (it) 70 820 74 000 I Stage(ft) Area(ac) ---~--~-------- -~------------- 69 SOD 0 8600 70 500 1 1200 71 000 1 2500 72 000 1 4400 73 000 1 6300 73 500 1 7300 I ~------~-----------------------------~~--------------~--------------------~------------~-- I Name Group Type 130 BASE Stage/Area Base Flowlefs) o 000 Inlt Stage 1ft) Warn Stage(ft) 70 950 73 500 I Stage (ft) Area (ac) I 70 500 71 050 71 500 o 7000 o 7800 o 8400 Flor1da DeSlgn Consultants, Inc New Port Rlchey FL I Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamline TechnologIes, Inc Page 5 of 20 I I I Costa Verde (aka CountrYSlde Exeeutlve Golf Course) - Post Condltlon 25/24 Input Data 6-29-05 12 10 pm I 72 000 72 500 73 000 o 9100 o 9700 I 0400 I Name Group Type 130A BASE Manhole, Flat Floor I Stage(ft) Area(ac) I 68 000 71 500 o 0005 o 0005 I Name Group Type l30B BASE Manhole, Flat Floor I Stage(ft) Area(ae) 67 800 0 0005 70 500 0 0005 I Name Group Type 131 BASE Stage/Area I I Stage(ft) Area(ac) --------------- --------------- 70 000 0 1100 70 500 0 1300 71 050 0 1500 71 500 0 1700 72 000 0 1800 72 500 0 2000 73 000 0 2200 I I Name Group Type 3E BASE Stage/Area EXlstlng wetland onslte and offslte I Stage(ft) Area(ae) 70 000 71 000 o 2000 o 4000 I Name Group Type 68 BASE Manhole, Flat Floor I Manhole at Lakewood Dr and Colony Dr Stage(ft) Area(ac) I Base Flow(efs) Plunge Factor Base Flow (cfs) Plunge Factor Base Flow (cfs l Base Flow (cfs) Base Flow(cfs) Plunge Factor o 000 1 00 Inl t Stage (ft) Warn Stage(ft) 68 000 71 500 67 800 70 500 70 950 73 500 70 000 73 000 41 500 47 000 o 000 1 00 Inlt Stage(ftl Warn Stage (ft) o 000 Inlt Stage(ft) Warn Stage(ft) o 000 Inlt Stage(ft) Warn Stage(ft) o 000 1 00 Inlt Stage(ft) Warn Stage(ft) Florlda Deslgn Consultants, Ine New Port Rlchey FL I Interconnected Channel and Pond Routmg Model (lCPR) @2002 Streamline Technologies, Ine I Page 6 of20 I I Costa Verde (aka Countryslde Exeeutlve Golf Course) - Post Condltlon 25/24 Input Data 6-29-05 12 10 pm I o 0008 o 0008 41 050 46 000 I Name Group Type 70 BASE Manhole, Flat Floor Base Flow (cfs) Plunge factor o 000 1 00 InJ. t Stage (ft) Warn Stage (ft) I Area(ae) Manhole at Lakewood Dr and SouthpoJ.nte Dr (48" RCP from south) Slage(ft) I 45 100 51 000 o 0010 o 0010 I Name Group Type 73 BASE Manhole, Flat Floor Base Flow(cfs) Plunge Factor I Stage(ft) Area (ac) Manhole at Lakewood Dr and PJ.newood Dr 50 700 60 000 o 0008 o 0008 I Name Group Type 76 BASE Manhole, Flat Floor I Base Flow(cfs) Plunge Factor Area(ac) Manhole at Lakewood Dr and Kenwood Dr Stage(ft) I 56 000 63 000 o 0008 o 0008 I Name Group Type BR BASE Tlme/Stage I Tlme(hrs) Stage{ft) o 00 70 500 24 00 70 500 I Name Group Type BRI BASE Manhole, Flat Floor I Base Flow(efs) Base Flow {cfs) Plunge Factor o 000 1 00 InJ. t Stage (ft) Warn Stage(ft) o 000 1 00 Inlt Stage(ft) Warn Stage (ft) o 000 InJ.t Stage(ft) Warn Stage(ft) o 000 1 00 Inlt Stage(ft) Warn Stage(ft) Area(ac) Manhole on west slde of Belcher Rd, 120 feet +/- south of Lakewood Dr (48" RCP from south, 42" RCP from west, Stage(ft) I 59 700 69 000 o 0010 o 0010 I Name ER2 Group BASE Base F10w(efs) 0 000 Plunge Factor 1 00 45 100 51 500 50 700 61 000 56 000 63 000 70 500 73 000 59 700 72 000 InJ.t Stagelft) 59 800 Warn Stage(ft) 70 000 FlorJ.da Deslgn Consultants, Ine New Port Rlehey FL I Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamlme Technologies, Inc I Page 7 of 20 I I Costa Verde (aka CountrYS1de Exeeutlve Golf Course) - Post Condltlon 25/24 Input Data 6-29-05 12 10 pm I Type Manhole, Flat Floor Manhole west slde of Belcher Rd, opposlte Manhole BRl 115" EXlstlng from north, 36" from east VOG lake, 36" fro I Stage(ft) Area(ac) 59 800 0 0010 69 000 0 0010 I -----------------------------------------~-------------~--------------~-------------~-~--- Name Group Type C1 BASE Tlme/Stage Base Flow(efs) o 000 Inlt Stage(ft) Warn Stage (ft) 66 000 72 500 I Tlmelhrs) Stage (ft) I o 00 12 00 16 00 40 00 100 00 66 000 69 500 70 000 66 000 66 000 I -~--~~-----~--~-------------~-------------------------------------------------~~------~--- I Name Group Type C2 BASE Tlme/Stage Base Flow l efs) o 000 Inl t Stage (ft) Warn Stage (ft) 67 500 75 000 Tlme(hrs) Stagelft) I o 00 13 00 24 00 40 00 100 00 67 500 71 500 70 000 67 500 67 500 I -----------~----~------~------------------------------------------------------------~----- I Name Group Type C3 BASE Tlme/Stage Base Flow(cfs) o 000 Inlt Stage(ft) Warn Stage(ft) 67 700 75 000 Tlme(hrs) Stage(ft) I, o 00 13 00 24 00 40 00 100 00 67 700 72 000 68 000 67 700 67 700 I -------~------------------------~----------------------~-----~~---------~----------------- I Name Group Type LD2 BASE Tlme/Stage Base Flow (cfs) o 000 Inl t Stage (ft) 45 000 Warn Stage(ft) 47 000 Curlew Creek Channel B Boundary eondltlon I Tlme(hrs) Stage(ft) o 00 12 SO 14 00 45 000 45 000 45 000 I Florlda Deslgn Consultants, Ine New Port Rlchey FL I Interconnected Channel and Pond Routmg Model (lCPR) @2002 Streamhne Technologies, lnc Page 8 of 20 I I I Costa Verde (aka Countryslde Executlve Golf Course) - Post Condltlon 25/24 Input Data 6-29-05 12 10 pm I 24 00 40 00 I Name Group Type La3 BASE Manhole, FlaL Floor 45 000 45 000 Base Elow(cfs) Plunge "actor o 000 1 00 Inl t Stage (ft) Warn Stage (ft) I Stage (ft) Manhole at Lakewood Dr and west slde of Belcher Rd I 59 600 69 000 I Name Group 'type LDSump BASE Stage/Area Area (ae) o 0010 o 0010 Base Flow(cfs) o 000 Inlt Stage(ft) Warn Stage (it) County malntaloed sump at east end of Lakewood Dr adJacent to Channel B I Stage(ft) Area(ael 35 500 0 0550 47 000 0 1450 I Name Group Type StM BASS Stage/Area I' Base Flow(efs) o 000 Inlt Stagc(ft) Warn Stage (ft) Stage(ft) Offslte detentlon pond w/ eXlstlng OCS at St Mlchael's I 69 14 0 70 140 71 140 I Name Group Type StMA BASE Stage/Area Area(ac) o 2500 o 3200 o 4000 Base Flow (efs) o 000 Inlt Stagelft) Warn Stage(ft) Proposed swa1e along Belcher Rd R/W I' 68 000 70 000 Stage(ft) Arca(ac) o 0520 o 1970 I Name Group Type StMB BASE Stage/Area I Base Flow(cfs) o 000 Inlt Stage(ft) Warn Stage(ft) Manhole replaces FES from StM pond Stage(ft) Area(ae) I 68 200 72 000 I Name VOG o 0006 o 0006 Base Flow(efs)' 0 000 59 600 70 000 35 500 47 000 10 200 71 200 68 000 70 200 68 200 72 000 Inl t Stage (ft) 61 300 Florlda De$lgn Consultants, Ine New Port Rlchey FL I Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamlme Technologies, Ine I Page 9 of 20 I I Costa Verde (aka CountrysJ.de Executlve Golf Course) - Post CondJ.tlon 25/24 Input Data 6-29~05 12 10 pm I BASE Stage/Area 70 000 Group Type I Vlllage on the Green lake Stage (ft) Area(ae) I 60 000 64 100 69 100 4 6000 7 7500 11 6600 Warn Stage(ft) ------------~---------~-~--~------~------------------------------------------------------- ------------~-------~---~-~-~~---------------------------------------------------------~-- I ==== PJ.pes =============================================================================== Name 130A>130B From Node 130A Length(ftJ 105 00 Group BASE To Node 130B Count 1 Frlctlon Equatlon Average Conveyance UPSTREAM DOWNSTREAM Solutlon Algorlthm AutomatJ.e Geometry Clreular CJ.reular FlOw Both Span(ln) 18 00 18 00 Entrance Loss Coef o SO RJ.se(ln) 18 00 18 00 EXJ..t Loss Coef o SO Invert(ft) 68 000 67 800 Bend Loss Coef o 00 Mannlng's N o 013000 o 013000 Outlet Ctrl Spec Use dc or tw Top ClJ.p (In) o 000 o 000 Inlet Ctrl Spec Use dn Bot Cllp(ln) o 000 o 000 StabJ..llzer OptJ.on None I Name 110>105 From Node 110 Group BASE To Node 105 UPSTREAM DOWNSTREAM Geometry CJ.reular Clreular Span(ln) 24 00 24 00 Rlse(ln) 24 00 24 00 Invert(ft) 70 000 69 800 MannJ.ng's N o 012000 o 013000 Top Chp(ln) o 000 o 000 Bot Chp(J.n) o 000 o 000 I I Upstream FHWA Inlet Edge DescrlptJ.on CJ.rcular Concrete Square edge wi headwall I Downstream FHWA Inlet Edge Deserlptlon CJ.rcular Concrete Square edge wi headwall I I I I Upstream FHWA Inlet Edge DescrJ.ptlon CJ.rcular Concrete Square edge w/ headwall I Downstream FHWA Inlet Edge DescrJ.ptJ.on CJ.rcular Concrete Square edge wi headwall Length(ft) Counl FrJ.ctJ.on EquatJ.on SolutJ.on AlgorJ.thm Flow Entrance Loss Coef EXJ.t Loss Coef Bend Los~ Coef Outlet Ctrl Spec Inlet Ctrl Spec StabllJ.zer OplJ.on 95 00 1 Average Conveyance AutomatJ.e Both o SO o SO o 00 Use de or tw Use dn None Grate lnlet to receJ.ve dJ.scharge from wetland CYF and Pond 130 I 130B>BR2 BASE From Node To Node 130B BR2 Name Group I Geometry UPSTREAM CJ.reular DOWNSTREAM Clreular Length(Er) Count FrlctJ.on Equatlon Solut1on Algorlthm Flow 550 00 1 Ave~age Conveyance Automat~c Both Flo~lda DesJ.gn Consultants, Inc New Port Rlchey FL Page 10 of20 I Interconnected Channel and Pond Routrng Model (ICPR) <92002 Streamline Technologies, Inc I I I Costa Verde (aka Countryslde ExeeutJ.ve Golf Course) - Post CondJ.tJ.on 25/24 Input Data 6-29-05 12 10 pm I Span(ln) 15 00 15 00 Ru,e (In) 15 00 15 00 Invert{ft) 67 800 61 800 Mamnng's N 0 013000 0 013000 Top Cllp(ln) 0 000 0 000 Bot Cl~p{J.n) 0 000 0 000 I I Upstream FHWA Inlet Edge DescrJ.ptJ.on Clreular Concrete Square edge w/ headwall I Downstream FHWA Inlet Edge Descrlptlon Clrcular Concrete Square edge wI headwall Entrance Loss Cocf EXJ.t Loss Coer Bend Loss Coef Outlet Ctrl Spec Inlet Ctrl Spec Stablllzer Optlon o 50 o 50 o 00 Use dc or tw Use dn None ~------~-----------------~~---------~------------------------~---~---------------~-----------------~ I Name 131>130 From Node 131 Group BASE To Nodc 130 UPSTREAM DOWNSTREAM Geometry Clreular Clrcular Span(ln) 24 00 24 00 RJ.se(ln) 24 00 24 00 Invert (ft) 68 900 67 400 MannJ.ng's N o 013000 o 013000 Top Cllp(ln) o 000 o 000 Bot C1J.p (In) o 000 o 000 I I I Upstream FHWA Inlet Edge DescrJ.ptJ.on Clrcular Concrete Square edge wI headwall I Downstream FHWA Inlet Edge DescrlptJ.on CJ.rcular Concrete Square edge w/ headwall I Name 68>LDSump From Node 68 Group BASE To Node LDSump UPSTREAM DOWNSTREAM Geometry CJ.reular Clreular Span(lnl 60 00 60 00 Rlse (J.n) 60 00 60 00 Invert l ft) 41 500 40 500 MannJ.ng's N o 013000 o 013000 Top Chp (J.n) o 000 o 000 Bot Cllplln) o 000 o 000 I I I Upstream FHWA Inlet Edge Deser~ptJ.on Clreular Concrete Square edge w/ headwall Downstream FHWA Inlet Edge Descr~ptlon CJ.reular Concrete Square edge w/ headwall I I Name Group From Node 70 To Node 68 70>68 BASE Length (ft) Count FrJ.etlon EquatJ.on SolutJ.on Algorlthm Flow Entrance Loss Coef EXJ.t Loss Coef Bend Loss Coef Outlet Ctrl Spec Inlet Ctrl Spec Stablllzer Optlon Length (ft) Count Frlct10n EquatJ.on SolutJ.on Algorlthm Flow Entrance Loss Coef Elut Loss Coef Bend Loss Coef Outlet Ctrl Spec Inlet Ctrl Spec Stablllzer OptJ.on Length(ft) Count 470 00 1 Average Conveyance Automatlc Both o 50 o 50 o 00 Use de or tw Use dn None 370 00 1 Average Conveyance Automatle Both o 50 o 50 o 00 Use de or tw Use dn None 375 00 1 FlorJ.da Deslgn Consultants, Inc New Port Rlehey FL I Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamlme Technologies, Inc I Page II of20 g I Costa Vecde (aka CountrYSJ.de ExeeutJ.ve Golf Course) - Post CondJ.tlon 25/24 Input Data 6-29-05 12 10 pm I UPSTREAM CJ.reular 60 00 60 00 45 100 o 013000 o 000 o 000 DOWNSTREAM CJ.rcular 60 00 60 00 44 000 o 013000 o 000 o 000 I Geometry Span(ln) RJ.se(J.n) Invert (ft) MannJ.ng 's N Top Cllp(ln) Bot C1J.plln) I I Upstream FHWA Inlet Edge DescrJ.ptJ.on Clreular Concrete Square edge wi headwall Downstream FHWA Inlet Edge DescrlptJ.on CJ.rcular Concrete Square edge w/ headwall I I Name 73>70 From Node 73 Group BASE To Node 70 UPSTREAM DOWNSTREAM Geometry Clrcular Clreular Span (In) 48 00 48 00 Rlse(ln) 48 00 48 00 Invert(ft) SO 700 50 000 Mannlng's N o 013000 o 013000 Top Cllp(l.n) o 000 o 000 Bot Cllp(ln) o 000 o 000 I I I Upstream FHWA Inlet Edge Descrlptlon Clrcular Concrete Square edge wi headwall Downstream FHWA Inlet Edge DescrJ.ptJ.on Clreular Concrete Square edge w/ headwall I Name 16>73 From Node 76 Group BASE To Node 13 UPSTREAM DOWNSTREAM Geometry CJ.reular Clrcular Span (J.n) 48 00 48 00 RJ.se(ln) 48 00 48 00 Invert (ft) 56 000 55 000 Mannlng's N o 013000 o 013000 Top Cllp(J.n) o 000 o 000 Bot C1J.p(ln) o 000 o 000 I I I Upstream FHWA Inlet Edge DescrlptJ.on CJ.rculac Concrete Square edge w/ headwall I Downstream FHWA Inlet Edge DescrlptJ.on Clrcular Concrete Square edge w/ headwall I FrJ.ctJ.on EquatJ.on Solutlon Algorl.thm Flow Enlrance Loss Coef EXlt Loss Coef Bend Loss Coef Outlet Ctrl Spec Inlet Ctrl Spec Stablllzer Optlon Length l ft) Count FrJ.etJ.on EquatJ.on Solutlon AlgorJ.thm Flow Entrance Loss Coef EXJ.t Loss Coef Bend Loss Coef Outlet Ctrl Spec Inlet Ctrl Spec Stablllzer OptJ.on Length (ft) Count Frlctlon Equatlon Solutlon Algorlthm Flow Entrance Loss Coef EXlt Loss Coef Bend Loss Coef Outlet Ctrl Spec Inlet Ctrl Spec Stablllzer Optlon Average Conveyance Automatlc Both o SO o SO o 00 Use de or tw Use dn None 175 00 1 Average Conveyance AutomatJ.c Both o 50 o SO o 00 Use dc or tw Use dn None 225 00 1 Average Conveyance Automatlc Both o SO o 50 o 00 Use de or tw Use dn None Florlda Deslgn Consultants, Inc New Port RJ.ehey FL I InlercOImected Channel and Pond Routmg Model (ICPR) (02002 Streamhne Teclmologles, Inc I Page 12 of20 g I Costa Verde (aka Countryslde ExecutJ.ve Golf Course) - Post CondJ.t1on 25/24 Input Data 6-29-05 12 10 pm I -----~---------------~----------~~-----------~-----------------------~~~---------------~------------ Name BR1>LD3 From Node BRl Group BASE To Node LD3 UPSTREAM DOWNSTREAM Geometry CJ.rcu1ar CJ.rcular Span(J.n) 48 00 48 00 RJ.se(J.n) 48 00 48 00 Invert(ft) 59 700 59 600 MannJ.ng's N o 013000 o 013000 Top Cllp(J.n) o 000 o 000 Bot CIJ.p(J.n) o 000 o 000 I I I Upstream FHWA Inlet Edge DescrJ.ptJ.on Clrcular Concrete Square edge w/ headwall I Downstream FHWA Inlet Edge DescrJ.ptJ.on Clrcular Concrete Square edge w/ headwall I BR2>BRl BASE Name Group From Node To Node BR2 BRl I UPSTREAM Clrcular 42 00 42 00 59 800 o 013000 o 000 o 000 DOWNSTREAM Clreular 42 00 42 00 59 700 o 013000 o 000 o 000 I Geometry Span(J.n) Rlse(ln) Invert(ft) Manrung's N Top ClJ.p (J.n) Bot C1J.p(1n) I Upstream FHWA Inlet Edge DeserJ.ptJ.on CJ.reular Concrete Square edge wi headwall I Downstream FBWA Inlet Edge Descrlptlon CJ.rcular Concrete Square edge wi headwall Length (ft) Count Fr1ctlon Equatlon Solutlon Algorlthm Flow Entrance Loss Coef EXJ.t Loss Coef Bend Loss Coef Outlet Ctrl Spec Inlet Ctrl Spec Stablllzer Optlon Length(ft) Count Frlctlon EquatJ.on Solutlon Algorlthm Flow Entrance Loss Coef EXJ.t Loss Coef Bend Loss Coef Outlet Ctrl Spec Inlet Ctrl Spec Stablllzer Optlon 150 00 1 Average Conveyance AutomatJ.c Both o SO o 50 o 00 Use de or tw Use dn None 60 00 1 Average Conveyance Automat1e Both o SO o SO o 00 Use dc or tw Use dn None BelCher Rd cross draJ.n [rom east to west CarrJ.es dlseharge from east slde of BelCher Rd lncludlng VOG, Belehe I Name LD3>76 From Node LD3 Group BASE To Node 76 UPSTREAM DOWNSTREAM Geometry CJ.rcular Clrcular Span(ln) 48 00 48 00 RJ.se(1n) 48 00 48 00 Invert (ft) 59 600 57 000 MannJ.ng's N o 013000 o 013000 Top Cl1p(ln) o 000 o 000 Bot CllplJ.n) o 000 o 000 I I I Upstream FHWA Inlet Edge DescrJ.ptlon Clreular Concrete Square edge w/ headwall I Downstream FHWA Inlet Edge DescrlptJ.on Clreular Concrete Square edge wi headwall Length(ft) Count FrlctJ.on Equatlon Solutlon AlgorJ.thm Flow Entrance Loss Coef EXJ.t Loss Coef Bend Loss Coef Outlet Ctrl Spec Inlet Ctrl Spec Stab11J.zer Optlon 1240 00 1 Average Conveyance AutomatJ.c Both o 50 o 50 o 00 Use de or tw Use dn None FlorJ.da Oeslgn ConsullanlS, Inc New Port Rlchey FL I Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamlme Technologies, loe I Page 13 of20 I I Costa Verde (aka CountrYSJ.de ExecutJ.ve Golf Course) - Post Condltlon 25124 Input Data 6-29-05 12 10 pm I Lakewood Dr outfall I Name StMA>130B From Node StMA Group BASE To Node 130B UPSTREAM DOWNSTREAM Geometry Horz Elllpse Horz EII~pse Span (w) 30 00 30 00 RJ.se(ln) 19 00 19 00 Invert (ft) 68 000 67 800 MannJ.ng's N o 013000 o 013000 Top Cllp (J.n) o 000 o 000 Bot ClJ.p (J.n) o 000 o 000 I I I Upstream tHwA Inlet Edge Descrlptlon Horlzontal Elllpse Concrete Square edge wlth headwall I Downstream FHWA Inlet Edge DescrJ.pt1on Horlzontal EI1J.pse Concreto Square edge wlth headwall I Name StMB>StMA From Node StMB Group BASE To Node StMA UPSTREAM DOWNSTREAM Geometry Horz Elllpse Horz Elllpse Spanlln) 30 00 30 00 Rlse(ln) 19 00 19 00 Invert (ft) 68 200 68 000 MannJ.ng's N o 013000 o 013000 Top Cllp(ln) o 000 o 000 Bot Cl~p(J.n) o 000 o 000 I I I Upstream FHWA Inlet Edge DescrJ.ptlon Horlzontal Elllpse Conerote Square edge wJ.th headwall Downstream FHWA Inlet Edge DeserJ.ptJ.on Horlzontal E1IJ.pse Concrete Square edge wJ.th headwall I I Name VOG>BR2 From Node VOG Group BASE To Node BR2 UPSTREAM DOWNSTREAM Geometry CJ.reular Clreular Span{J.n) 36 00 36 00 RJ.se(ln) 36 00 36 00 Invert(ft) 61 300 59 800 Mannlng's N o 013000 o 013000 Top Cllp (In) o 000 o 000 Bot Cllp (In) o 000 o 000 I I I Upstream tHW1\. Inlet Edge Descr~ptlon Clrcular Concrete Square edge wi headwall Lengthlft) Count FrJ.ctlon Equatlon Solutlon AIgorJ.thm Flow Entrance Loss Coef E,o t Loss Coe f Bend Loss Coef Outlet Ctrl Spec Inlet Ctrl Spec Stablllzer OptJ.on Length (ft) Count FrJ.etJ.on Equat10n SolutJ.on Algor1thm Flow Entrance Loss Coef EXlt Loss Coef Bend Loss Coef Outlet Ctrl Spec Inlet Ctrl Spec StabJ.IJ.zer OptJ.on Length(ft) Count Fr1ctlon EquatJ.on Solutlon AlgorJ.thm Flow Entrance Loss Coef EXlt Loss Coef Bend LoSS Coef Outlet Ctrl Spec Inlet Ctrl Spec StabJ.1J.zer OptJ.on 65 00 1 Average Conveyance AutomatJ.c Both o 50 o 50 o 00 Use de or lw Use dn None 115 00 1 Average Conveyance Automatlc Both o 50 o SO o 00 Use de or tw Use dn None 650 00 1 Average Conveyance AutomatJ.c Both o SO o SO o 00 Use de or tw Use dn None FlorJ.da DesJ.gn Consultants, Inc New Port RJ.ehey FL I Page 14 of20 Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamlme TechnologIes, Inc I B g Costa Verde (aka Countrys1de Executlve Golf Course) - Post CondltJ.on 25/24 Input Data 6-29-05 12 10 pm I Downstream FHWA Inlet Edge DescrlptJ.on CJ.reular Concrete Square edge w/ headwall I Connects VJ.llage on the Green lake to manhole In Belcher Rd east R/W --------------~-------------------~~--~--------------------~-------------------------~-~-- ----------------------------------~-------------------------~-~~-------------------------- ~~~= Drop Structures ~===========~~~=~~~~~~==============~===~=~~~~~~~==================~~ I ~======~==~=~====================~===================~~===~==============~==========~===== I Name 100>C3 From Node 100 Length(ft) 100 00 Group BASE To Node C3 Count 1 UPSTREAM DOWNSTREAM FrJ.ct1on Equatlon Average Conveyance Geometry CJ.rcular CJ.reular Solutlon Algorlthm AutomatJ.c Span (J.n) 36 00 36 00 Flow Both Rlse(J.n) 36 00 36 00 Entrance Loss Coef o 500 Invert(ft) 68 200 68 000 EXJ.l LOSS Coef o 500 MannJ.ng's N o 013000 o 013000 Ou tl e t Ctrl Spec Use de or tw Top C1J.p(J.n) o 000 o 000 Inlet Ctrl Spec Use dn Bot C1J.plJ.n) o 000 o 000 Solutlon Incs 10 I I Upstream FHWA Inlet Edge DescrJ.ptJ.on Clrcular Concrete Square edge w/ headwall Downstream FHWA Inlet Edge DeserJ.ptJ.on CJ.rcular Concrete. Square edge w/ headwall I .~~ WeJ.r 1 of 1 for Drop Structure 100>C3 ... I TABLE Counl Type Flow Geometry 1 VertJ.cal Fread Both Rectangular Bottom C1lplln) Top Chplln) Welr DJ.sc Coef Orlflce DJ.sc Coef o 000 o 000 3 200 o 600 I Span (J.n) RJ.se lln) 30 00 999 00 Invert (it) Con t rol Elev ( it) 72 500 72 500 I -----------~-------~----------~--~-----------~------------------------------~-~------------~-------- I Name 105>C3 From Node 105 Length (ft) 100 00 Group BASE To Node C3 Count 1 UPSTREAM DOWNSTREAM Frlctlon EquatJ.on Average Conveyance Geometry Clreular CLccular Solutlon AlgorJ.thm AutomatJ.c Span (In) 24 00 24 00 Flow Both RJ.se(ln) 24 00 24 00 Entrance Loss Coef o 500 Invert(ft) 68 000 67 800 EXlt Loss Coef o 500 Mannlng's N o 013000 o 013000 Outlet Ctrl Spec Use de or tw Top Chp(ln) o 000 o 000 Inlet Ctrl Spec Use dn Bot Chp (In) o 000 o 000 SolutJ.on Ines 10 I I Upstream FHWA Inlet Edge Descrlptlon CJ.rcular Concrete Square edge w/ headwall Downstream FHWA Inlet Edge DescrlptJ.on Clreular Concrete Square edge w/ headwall I ~~* Welr 1 of 1 for Drop Structure 105>C3 **~ TABLE I Count Type 1 Vertlcal Fread Bot tom Cllp (J.n) Top Chp(ln) o 000 o 000 FlorJ.da Deslgn Consultants, Inc New Port Rlchey FL I Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamlme Teclmologles, luc Page 15 of20 I I I Costa Verde (aka CountrYSJ.de ExecutJ.ve Golf Course) - Post Condltlon 25/24 Input Data 6-29-05 12 10 pm I FlOw Geometry Both Rectangular WeJ.r Dlse Coef OrlfJ.ce DlSC Coef 3 200 o 600 I Span(J.n) Rlse(J.n) 6 00 999 00 Invert(ft) Control E1ev (ft) 72 100 72 100 I Name 110>C2 From Node 110 Length (ft) 100 00 Group BASE To Node C2 Count 1 UPSTREAM DOWNSTREAM FrJ.ct1on Equat10n Average Conveyance Geometry C1rcular CJ.rcular Solutl-on Algorlthm AutomatJ.e Span{J.n) 30 00 30 00 Flow None RJ.se(ln) 30 00 30 00 Entrance Loss Coef o 500 Invert (ft) 68 200 68 000 EXlt Loss Coef o 500 Mannlng 's N o 013000 o 013000 Outlet Ctrl Spec Use de or tw Top CIJ.p(ln) o 000 o 000 Inlet Ctrl Spec Use dn Bot CIJ.p(J.n) o 000 o 000 Solutl-on Incs 10 I I Upstream FHWA Inlet Edge DescrJ.ptlon CJ.rcular Concrete Square edge w/ headwall I Downstream FHWA Inlet Edge DeserlptJ.on CJ.rcular Concrete Square edge w/ headwall I ... Welr 1 of 1 for Drop Structure 110>C2 ... TABLE I Count Type Flow Geometry 1 VertJ.cal Fread Both Rectangular Bottom Cllp(J.n) Top C1J.p (In) WeJ.r DlSC Coef Orlflce DJ.sC Coef o 000 o 000 3 200 o 600 I Span(J.n) RJ.se(J.n) 60 00 999 00 Invert(ft) Control Elev(ft) 72 250 72 250 I Name- 120>Cl From Node 120 Length ( ft) 100 00 Group BASE To Node Cl Count 1 UPSTREAM DOWNSTREAM FrletJ.on EquatJ.on Average Conveyance Geometry Clrcular CJ.rcular SolutJ.on AlgorJ.thm Automatle Span(J.n) 30 00 30 00 Flow Both RJ.se(J.n) 30 00 30 00 Entrance Loss Coef o 500 Invert (ft) 67 200 67 000 EXJ.t Loss Coef o 500 MannJ.ng's N o 013000 o 013000 Outlet Ctrl Spec Use dc or tw Top Cllp(ln) o 000 o 000 Inlet Ctrl Spec Use dn Bot Cllp(ln) o 000 o 000 Solutlon Incs 10 I I Upstream FHWA Inlet Edge DescrJ.ptJ.on CJ.rcular Concrete Square edge wi headwall I Downstream FHWA Inlet Edge DescrJ.ptlon Clreular Concrete Square edge wi headwall I ... WeJ.r 1 of 1 for Drop Structure 120>Cl ... TABLE I Count Type. FlOw Geometry 1 Vet:tleal Fread Both Rectangular Bottom Cllp(ln)- 0 000 Top CIJ.p(J.n) 0 000 Welr OlSC Coef 3 200 Orlflce DlSC Coef 0 600 Florlda DesJ.gn Consultants, Ine New Port RJ.chey FL I Interconnected Channel and Pond Routmg Model (lCPR) @2002 Streamlme Technologies, lnc Page 16 of20 I I I Costa Verde (aka CountrysJ.de ExecutJ.ve Golf Course) - Post Condltlon 25/24 Input Data 6-29-05 12 10 pm I Span (In) Rlse(J.n) 48 00 9999 00 Invert (ft) Control Elev (ft) 71 000 71 000 I Name 130>1301'. From Node 130 Length (ft) 80 00 Group BASE To Node 130A Count 1 UPSTREAM DOWNSTREAM FrJ.ctJ.on Equatlon Average Conveyance Geometry Clreular CJ.reular Solutlon Algorllhm AutomatlC Spanlln) 18 00 18 00 Flow Both RlselJ.n) 18 00 18 00 Entrance Loss Coef o 500 Invert l ft) 68 200 68 000 EXJ.t Loss Coef o 500 MannJ.ng's N o 013000 o 013000 Outlet Ctrl Spec Use de or tw Top C11p(ln) o 000 o 000 Inlet Ctrl Spec Use dn Bot CI1p(ln) o 000 o 000 Solutlon Incs 10 I I I Upstream FHWA Inlet Edge DeserJ.ptJ.on CJ.reular Concrete Square edge wi headwall I Downstream FHWA Inlet Edge DescrJ.ptJ.on Clrcular Concrete Square edge w/ headwall *** Welr 1 of I for Drop Structure 130>130A ... I TABLE Count Type Flow Geomelry 1 VerlJ.cal Fread Both Rectangular Bottom Cllp(ln) Top Chp(J.n) Welr DJ.SC Coef Orlflce DJ.sC Coef o 000 o 000 3 200 o 600 I Span (J.n) RJ.se(J.n) 144 00 999 00 InveJ::t(ft) Control Elev (ft) 70 950 70 950 I Name StM>StM8 From Node StM Length l ft) SO 00 Group BASE To Node StMB Count I UPSTREAM DOWNSTREAM FrJ.etJ.on EquatJ.on Average Conveyance Geometry Clrcular Clrcular SolutJ.on Algorlthm Automatlc Span (J.n) 18 00 18 00 Flow Both RJ.se(J.n) 18 00 18 00 Entrance Loss Caef o 500 Invert (it) 69 000 68 600 EXJ.t Loss Caef o 500 MannJ.ng's N o 013000 o 013000 Outlet Ctrl Spec Use de or tw Top Cllp(ln) o 000 o 000 Inlet Ctrl Spec Use dn Bot Cllp(l.n) o 000 o 000 SolutJ.on Ines 10 I I I Upstream FHWA Inlet Edge Deserlptlon CJ.rcular Concrete Square edge wi headwall Downstream FHWA Inlet Edge DescrlptJ.on Cl.rcular Concrete Square edge wi headwall I EXlstlng OCS w/ 5'-2" welr ... We1r I of 2 for Drop Structure StM>StMB ... TABLE I Count Type Flow Geometry 1 VertJ.cal Fread Both Rectangular Bottom CIJ.p(J.n) Top Cllp(ln) WeJ.r DJ.se Coef OrJ.fJ.ce DJ.se Coef o 000 o 000 3 200 o 600 I Span (l.n) 62 00 Invert(ft) 70 200 Florl.da Deslgn Consultants, Inc New Port RJ.ehey FL I Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamline Technologies, Inc Page 17 of 20 I I g Costa Verdc (aka CountrysJ.de ExecutJ.ve Golf Course1 - Post CondJ.tJ.on 2512 4 Input Data 6-29-05 12 10 pm I RJ.se(J.n) 9999 00 Control Elev(ft) 70 200 *** WeJ.r 2 of 2 for Drop StJ:ucture StM>StMB *** TABLE Count 1 Bottom Cllp(J.n) 0 000 Type VertJ.eal MavJ.s Top Cllp(Ln) 0 000 Flow Both vleLr DlSC Coef 3 200 Geometry Rectangular OrJ.fJ.ce DJ.sc Coef 0 600 I I Span (J.nl RlselJ.n) I 62 00 4 00 Invert(ft) Control Elev (ft) 69 140 69 140 ====~====~~~============~~~=---========~~;=-------=~====~~~==------=============~==------= ==== WeJ.rs =============================================================================== ===========~============~;==~======================~==========================~=========== I Name Group Flow Type 3E>l30A BASE Both VertJ.cal I Span(J.n) Rlse(J.n) Invert(ft) Control ElevatJ.on(ft) I Bottom C1J.p(J.n) Top C1J.p(ln) WeJ.r Dlscharge Coef OrJ.fJ.ee DJ.scharge Caef I I Name Group FlOw Type LDSump>ChB BASE Both vertJ.eal MavJ.s I Span (J.n) RJ.se(J.n) Invert(ft) Control ElevatLon(ft) I Bottom Chp(J.nl Top Chp (J.n) WeJ.r DJ.scharge Coef OrlfJ.ee DJ.scharge Coef I E>astlng weJ.r Name Group Flow Type StM>LD3 BASE Both VertJ.cal I Span(l.n) RLse(J.n) Invert(ft) Control ElevatJ.on(ft) I I Bot tom Chp (J.n) Top Chp (In) WeJ.r DJ.scharge Coef Gravel From Node To Node Count Geometry 3E l30A 1 Rectangular 120 00 9999 00 71 200 71 200 TABLE o 000 o 000 2 600 o 600 From Node To Node Count Geometry LDSump LD2 1 Rectangular 456 00 9999 00 46 000 46 000 TABLE o 000 o 000 3 200 o 600 Gravel From Node To Node Count' Geometry StM LD3 1 Rectangular 240 00 9999 00 71 200 71 200 TABLE o 000 o 000 2 600 FlorJ.da Deslgn Consultants, Inc New Port RJ.chey FL I Interconnected Channel and Pond Routmg Model (1CPR) @2002 Strcamlme Teclmologles, loe I Page 18 of20 I I Costa Verde (aka CountrysJ.de ExecutJ.ve Golf Course) - Post CondJ.t~on 25/24 Input Data 6-29-05 12 10 pm I O~lfJ.ee Dlseharge Coef 0 600 Overflow from St Mlehael's pond to Belcher Rd I I Name Group Flow Type StMA>LD3 BASE Both VertJ.cal Gravel From Node To Node Count Geometry StMA LD3 1 Rectangular I Span (J.n) RJ.se(J.n) Invert (ft I Control 81evatJ.on(ft) 960 00 9999 00 70 100 70 100 TABL8 I Bottom ClJ.p{J.n) Top ClJ.p (J.n) WeJ.r DJ.scharge Coef OrJ.flce DJ.scharge Coef o 000 o 000 2 600 o 600 Overflow from swale I =;===~=====~===~~=====~-====~=====~~====~========;=;=======~===-================~========= ==== Hydrology SJ.mulatlons ====================================~========================== ===~=-=======~==============;==========~===========================~~=================~-== I Name ProposedlOYrlHr FJ.lename K \169\PROJDATA\DRNDATA\ICPR\ProposedlO R32 I OverrJ.de Defaults Storm OuratJ.on(hrs) Ralnfall FJ.le RaJnfall Amount(~n) Yes 1 00 Fdot-l 3 30 TJ.me (hrs) PrJ.nt Inc(mln) I 1 000 2 000 3 000 6 000 5 00 10 00 15 00 30 00 I Name FJ.1ename Proposed25/24 K \169\PROJDATA\DRNDATA\ICPR\Proposed25 R32 OverrJ.de Defaults No I TJ.me(hrs) Prl.nt Ine(ffiln) I 11 000 13 000 24.000 40 000 30 00 5 00 15 00 30 00 =========~-========~~===========~~===============-============~==================~===~~=== I ==== Routlng SJ.mulatlons ================================================================= =~====~===~~~~==========;=====~=====~=============~===============~~~~~=================~~ Name ProposedlOYrlHr Hydrology SJ.m Proposedl0YrlHr FJ.lename K \169\PROJDATA\DRNDATA\1CPR\ProposedlO 132 I Execute No AlternatJ.ve No Restart No Patch No I MaX Delta Z (ft) TJ.me Step OptJ.mJ.zer 1 00 10 000 Delta Z Factor 0 00500 Flor~da DesJ.gn Consultants, Inc New Port RJ.chey FL I Interconnected Channel and Pond Routmg Model (lCPR) @2002 Streamlme Technologies, loc Page 19 of 20 I I I Costa Verde (aka Countryslde ExecutJ.ve Golf Course) - Post CondJ.tJ.on 25124 Input Data 6-29-05 12 10 pm I SLart TJ.me(hrs) 0 000 MJ.n Calc TJ.me(see) 0 5000 Boundary Stages End TJ.me(hrs) Max Calc TJ.me(sec) Boundary Flows 6 00 60 0000 I Use thlS for Stormtab HydraulJ.c GradJ.ent TJ.me (hrs) Prlnt Ine (ffiln) I 1 000 2 000 3 000 6 000 5 000 10 000 15 000 20 000 I Group Run BASE Yes I Name Proposed25/24 Hydrology SJ.m Proposed25/24 FJ.lename K \169\PROJDATA\DRNDATA\ICPR\Proposed25 132 I Execute Yes AlternatJ.ve No Restart No Patch No I Max Delta Z (ft) Tlme Step OptJ.ffilzer Start TJ.me(hrs) Mln Calc TJ.me(sec) Boundary Stages 1 00 10 000 o 000 o 5000 Delta Z Factor o 00500 End TJ.me(hrs) Max Calc TJ.me(sec) Boundary Flows 24 00 60 0000 I TJ.me (hrs) PrJ.nt Ine (mJ.n) I 10 000 13 000 18 000 40 000 60 000 5 000 10 000 60 000 Group Run I BASE Yes -~---------------------~-~---------------------------------------------------------------- ----~------------------------------------------------------------------------------------- I ~=~= Boundary CondJ.tJ.ons ~================================================================ --------------------~--------------------------------------------------------------------- -----------------~------------------------------------------------------------------------ I I I I florJ.da DesJ.gn Consultants, Ine New Port RJ.ehey FL I Interconnected Channel and Pond Routmg Model (ICPR) <92002 Streamhne Technologies, Inc Page 20 of 20 I ...... 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