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FLD2004-11080 - "7":-7:"""" 1 CASE # DATE RECEIVED RECEIVED BY (staff In Ilia Is) ATLAS PAGE # ZONING DISTRICT LAND USE CLASSIFICATION SURROUNDING USES OF ADJACENT PROPERTIES NORTH SOUTH WEST EAST / ~ Clearwater -~ u~ Planning Department 100 South Myrtle Avenue Clearwater, Flonda 33756 Telephone 727-562-4567 Fax 727-562-4865 CJ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION CJ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1} collated 2} stapled and 3) folded sets of site plans o SUBMIT APPLICATION FEE $ * NOTE 15 TOTAL SETS OF INFORMATION REQUI RED (APPLICATIONS PLUS SITE PLANS SETS) ORIGINAL FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Redevelopment Project (RevIsed 10-10-2003) E-MAIL ADDRESS NIA PHONE NUMBER 727 796 2700 APR_R nr:; -PLEASE TYPE OR PRINT - u~e addItIonal sheets as necessary A APPLICANT, PROPERTY OWNER AND AGENT INFORMATION (Section 4-20 APPLICANT NAME LIBERTI BANK MAILI NG ADDRESS 2963 Gulf to Sa Blvd SUite 220 CLEARWATER FL 33759 CELL NUMBER N/A FAX NUMBER NIA ElOPMf SERVIces ATER PROPERTY DWNER(S) LIBERTY BANK AGENT NAME(S} BRYAN ZARLENGA. TBE GRC'JP. INC MAILING ADDRESS 380 PARK PLACE BLVD. SUITE 300. CLEARWATER. FL 33759 E-MAIL ADDRESS bzarlenqa@tbeqrOUD com PHONE NUMBER 727531 3505 CELL NUMBER 7276395569 FAX NUMBER 7275391294 B PROPOSED DEVELOPMENT INFORMATION (Code Section 4-202 A) STREET AODRESS of subject site 1617 & 1611 Gulf to Bav Blvd LEGAL DESCRIPTION LonQvlew SubdIVISion Lots 3. 4. 19. 20 & 21 (see Attachment "A ) PARCEL NUMBER 14/29/15/52938/000/0030 PARCEL SIZE 0 42-acres /18.321 square feet lCommerclallC} Dlstrlctl. 0 53 acres 1 23.460 sauare feet lMedlum Densltv ResldenttallMDRl Dlstnct. 0 96 acres / 41.781 square feet total PROPOSED USE AND SIZE 3.700 sq ft of bank use (1st floor) & 4.990 Sq ft of qeneral office use (2nd floor) In Ihe C zonmq district DESCRIPTION OF REQUEST(S) Request IS to permit non-residential off-street parklnq In the MDR dlstnct on a lot With access to a local street havlnQ residential umts on both Sides (YelvlflQton Ave). a reduction to the front setback alonq Yelvlnqton Ave from 25-feet to 15-feet to pavement and to 20-feet to structure. an Increase In bUlldlnQ helQht from 25-feet to 32.feel. 10 permIt an addlllonal eqress pOint alono velvlnqton aye In order to assure that stacklna and Internal CIrculation reqUirements are meet. and a reductIOn In reqUired oarklfla soaces from 38 soaces to 35 soaces See Attachment "6" Parkmq Space Reduction AnalYSIS Page I of 7 - Flexlble Devc lopmenl Appl1callon - ComprehenSIve In Ii II Redevelopment PrOJect- C lIy of Clearn dter U \t 611 Gulf to Bay CIRP AppllcatlOn - rcl'lsed M fP 04-05-05 doc DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TOR), A PREVIOUSLY APPROVED PLANNED UN DEVELOPMENT OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO L(lf yes attach a copy of the applicable document F 0 r/' SUBMIT A COpy OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) o WRITTEN SUBMITTAL REQUIREMENTS (Section 3-913 A) o Provide complete responses to the SIX (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria IS achieved In detail 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 structure IS proposed to be two-stOries, 32-feet In helQht, which IS consistent With the two-stOry slnQIe-famlly and mulll-famlly bUlldlnQs to the south and the vehicle service station to the north The other bUlldlnQS Immediately adlacent to the proposed structure are all1-storv structures and will not be Impacted by a two-stOry, 32-foot hlQh. bUlldlnQ as the surroundlnQ structures ranQe from 15-25 feet In helQht The 048 FAR of the proposed development IS comparable to the eXlstlnQ development. as well as the sites to the north, east and west due to the limited parcel size upon which those structures are bUilt The adlacent property to the west IS also a bank With a dnve-thru. while the properties to north and east consist of retail and office uses. consistent With the proposed uses The adlacent resldenllal properties to the south of the proposed development will not be Impacted. as these properties Will be adlacent to the retention and off-street parklnQ used to support the bank and office uses and the bulldlnQ will be built on the northeastern most portion of the lot. Immediately adlacent to Gulf-to-Bay Boulevard 2 The proposed development will not hinder or discourage the appropnate development and use of adjacent land and bUildings or Significantly Impair the value thereof The removal of the eXlstlnQ, mulll-famlly, office and restaurant uses will substanllally enhance the safety. health and aesthetiC Quality of the eXlsbnQ nelQhborhood. as It will remove several anllQuated bUlldlnQS that have become heavily deteriorated and In need of serious repair and Investment In addition, the proposed development will exceed the landscaPInQ. open space, parklnQ and stormwater reqUirements of the code, which will make It a SIQnlficant Improvement to the overall auality and value of the site and nelQhborhood 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 removal of the eXlstlnQ uses and replacement With a new community bank and Qeneral office use will Qreatly Improve the health. safety and welfare of the nelQhborhood By removlnQ the dilapidated multi-family Units. a real and perceived safety Issue will also be removed These bUlldlnQs were inadequate for occupancv and posed health and safety Issues to the tenants and surroundlnQ property owners 4 The proposed development IS deSigned to mlntmlZe traffic congestion TBE has coordinated With the City'S Traffic EnQlneerlna diVISion of the EnQlneerlnQ Dept to ensure the clrculallon WIthin the site IS sufficIent and that the traffic Impacts assOCiated With the proposal are minimal and do not deQrade the surroundlnQ road network or nelQhborhood See attached traffiC analYSIS (ATTACHMENT "C") for a review of the prolected traffic Qenerated bv the proposed redevelopment 5 The proposed development IS consistent With the community character of the Immediate VIClntty of the parcel proposed for development The architecture and landscaplnQ of the prolect IS consistent With the recently bUilt structures WIthin the area and of an enhanced aualitv compared to the older structures. which Will substanllallv Increase the aesthetiC auality of the nelQhborhood The hlah aualitv architecture of the bUlldlna and site landscaplnQ Will supplement the Improvements proposed to the aatewav of the City'S Downtown (Hlahland I GTB Blvd) 6 The deSign of the proposed development minimIZeS adverse effects, Including visual, acoustic and olfactory and hours of operallon Impacts, on adjacent properties Due to site constraints of the lot, the bulldlnQ Will be constructed at the very northeast corner of the Site, mlnlmlZlnQ any visual Impacts on adlacent reSidential properties that mav be assOCiated With the construction of a 32-foot bUlldlnQ In addlbon. as the proposed uses have normal bUSiness hours of operation from 800 a m to 500 pm Monday throuQh Friday, the resldenllal uses will not be Impacted by the dallv operallons of the proposed uses o Provide complete responses to the ten (10) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA (as applicable) - Explain how each crltena IS achieved In detail 1 The development or redevelopment of the parcel proposed for development IS otherwise Impracllcal Without deViations from the use, intensity and development standards , 1-\ U ~l Q 1 Reduction to the front setback re ulrement alon Yelvln ton Ave from 25-feet to 20-feet to bUlldln beln In ordenli> ro Ide_ e circulation and stackln faCilities customer safet suffiCient arkln & addlllonallandsca In on the site A hardshlv eXlstS'on IS" t e to the two front setbacks reqUired alonQ the eastern and northern lot lines ThiS hardshiP was not created by the current property owner and nexlbllity With reQards to setbacks and off-street parklna location IS requested In order Qenerate a Viable use of the properlY The reducllon to the reaulred number of parklnQ spaces by three IS addressed In Attachment "B", ParkmQ Space Reduction AnalYSIS The decrease In spaces Will not adversely affect the surroundlna nelQhborhood. as adeauate parklnQ needed to support the community bank and executive offices Will be provided The reauest to allow an additional earess pOint alonQ YelvlnQton IS to ensure safe vehicle circulation and that all vehicle stacklna reaUlred to accommodate the drlve-thru lanes Will only take place Within the sites boundaries It should be noted that the prevIous development of thiS parcel Included a bUlldlnQ located directly on the parcel line and Included parklnQ located Within the CltV s rlQht-of-wav Therefore. approval of the proposed development Will permit a slQnlficantlmprovement to thiS seQment of Gulf-to-BaY Blvd. as well as the surroundlna nelQhborhood J Ii : lWJ;VI~Qj3V;;u j CIltI\o~AJ'" I Page 2 of7 - FleXible Development ApplicatIOn - ComprehenSive Infill Redevelopm,nt ProJeet- Clt) ofCI~3O\~"Ja U \1611 Gulf to Bay CIRP Application - reVised MTP 04-05105~:... A3T~~.;!O :!..~___-=' . ~.. ... fflfi~ A ... 1M ~""''':;I f__ ____.~_J ~ , 2 The development of the parcel proposed for development as a comprehensive milll redevelopment prOject or resldentlallnfill prOject will not reduce the fair market value of abuttmg properties (Include the eXlshng value of the site and the proposed value of the site With the Improvements) The antiauated structures on Ihe site were bUilt from 1947 to 1948 and site VISitS show that a minimal amount of upkeeo have been done to the site The applicant will develop a communltv bank that services that local bUSiness and Will be bUilt and maintained With hloh Qualltv oroducts and services The development Will dramatlcallv Improve the fair market value of the aburtlno properties ($380,000 eXlstlno value & $750.000 prooosed valuel 3 The uses wlthm the comprehenSive Infill redevelopment project are otherwise permitted In the City of Clearwater The proposed bank fretall sales and service) and office uses are permitted Within the eXlstlna CommerCial IC) zonma district 4 The uses or mix of use wlthm the comprehensive Infill redevelopment project are compatible With adjacent land uses The prooosed bank arld offices are Similar to other uses located alono Gulf to Bav Boulevard and Will serve as an aooroonate tranSlllon to the more mtenselv development area alona Gulf to Bav Boulevard and the residential uses to the south A similar bank use currentlv eXists to the west of the site and office and relail uses are located on the parcels to the north and east of the site The orlmarv ballk and offices uses a/readv eXist m the Immediate VIClnltV 5 The development of the parcel proposed for development as a comprehenSive Infill redevelopment project Will upgrade the Immediate VICInity of the parcel proposed for development As the eXlstlna structures on the site are anllauated and m need of manv Imorovements, the redevelooment will Qreatlv Imorove the Immediate VIClnltV The eXlstlna lot was completelv paved over With no Qreen soace. landscaplnQ cr stormwater at/enuatlon faclhlles. and the new site Will exceed the reqUired ISR. landscaplna reoUlrements. parkmo and meet the stormwater manaoement reqUirements of the CltV In addlllon. the architecture of the bUlldlnQ Will enhance the vIsual Qualltv of Ihe nelahborhood 6 The deSign of the proposed comprehensive Infill redevelopment project creates a form and function that enhances the commur1lty character of the Immediate VICIOlly of the parcel proposed for development and the City of Clearwater as a whole The buddlnos surroundmQ the site were aenerallv bUilt between the 1950's and 1970 s and have had minimal Imorovements throuah the subse~uent vears The prooosed develooment Will be the oroduct 01 a reputable architecture and enalneerlnq firm and Will create a deslon that the City can oromote for redevelooment In the area and Will be consistent With the reoulrements for develooment Within the downtown. lust 4 blocks to the west 7 FleXibility m regard to lot Width. reqwed setbacks. height and off-street parking are Justified by the benefits to community character and the Immediate vlCIOlly of the parcel proposed lor development and the City of Clearwater as a whole The request for fleXibility With reoard to the front setbacks. helQht and eoress IS lusllfied bv the benefits of replaClna a detenoratmo site that meets few current code reoUlrements. actuallv mcurnna several code Violations. With a new site that Will offer hlah auallty bUlldmQ. landscaPlna deslon and stormwater attenuation The hardshlO of havlna a double frontaoe lot With Increased setbacks was not created bv the aoollcant or prevIous owners and should be considered when revlewlno the reouests The reQuesl to Increase heloht to 32-feet IS for archllectural embellishments and. when conSidered With the extensive setback from nearbv reSidential ofOpertles (between 90 and 200 feell. Will not result In a bUlldlno out of scale With the surroundlna nelQhborhood It must be noted that the eXlshnq site was In need of considerable renovation and Included a dated restaurant located on the oarcelllne and oarklno In the f1oht-ol-wav ThiS aoplicatlon has been submitted usmQ all of the hlahest standards of the Code. as the benefits of the ensumo develoomenl will be an uPQrade to the community and a hooefullv an examole for the City to use for hloh Qualltv mfill redevelooment While a reducllon In the front setbacks. Ir1creased heloht and permISSion to oermlt non-reSidential off-street parklnQ In the MDR district IS reauested. the character of the surroundmo nelahborhood Will not be dearaded. but hlahlv unaraded Meetmas have been held With the C,ty'S Traffic Operations Manaoer and DRe ErlQlneer and both concur that the additional ecress alono Yelvmaton Ave Will enhance the ClfculallQn and reqUired dnve-thru stacKlno accommodations WIthin Ihe site 8 Adequate off-street parking m the Immediate VICinity according 10 the shared parking formula In DIVISIOn 14 of Article 3 Will be available to aVOid on-street parking In the Immediate VICinity of parcel proposed for development As thiS Will be a communltv back that caters mostlv to small bUSiness owners In the area and offers COUrier service for their deooslls fewer bank customers Will need to access to facllllY In addlllon, the malonty of the office space available on the second fioor Will used to accommodate 6 bank execullve SUites, as thiS location Will be Llbertv Bank's headquarter These execullve offices Will encompass a larQe area of the second floor and Will limit the amount of space available for addlllonal office personnel See Attachment "B", Parkma Space Reduction Analysis 9 The deSign of all buildings complies With the Tounst Dlslncl or Downtown District deSign gUidelines In DIVISion 5 of Article 3 (as applicable) Use separate sheets as necessary N/A I ... ....j ).\" Itl "1~~~~Yl~ p=-~ -: 9< I ,i! "I R~ 8 2!Jll5 i: I .) Jj I~j 1 1 I ! & f'lj:\I~1 SERVICES CITY OF CLEARWATER , \ If ' f 1" ~ ...,. Page 3 of 7 ~ ! le;qble Development ApplicatIOn. ComprehenSIve [nf! 11 Redevelopmerlt ProJeet~ c,ty of Clearwater U \ 10 I I Gul r to Bay CIRf' A pph~allon . revlsed MTP 04-05-05 doc ORIGINAL ~~ E SUPPLEMENTAL SUBMITTAL REQUIREMENTS (Code Section 4-202 A) ~ SIGNED AND SEALED SURVEY (Including legal descnptlon of property) - One onglnal and 14 copies ORIGINAL ~ TREE SURVEY (Including eXisting trees on site and within 25 of the adjacent site by species, size (DBH 4" or greater), and location including dnp lines and indicating trees to be removed) - please design around the eXlstmg trees, LOCATION MAP OF THE PROPERTY (F(o" \ C.". r ...f f,...".s ) M ~ PARKING DEMAND STUDY In conjunction with a request to make deviations to the parking standards (I e Reduce number of spaces) Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be In accordance with accepted traffic engineering pnnclples The findings of the study will be used In determining whether or not deviations to the parking standards are approved, 6' GRADING PLAN, as applicable, o PRELIMINARY PLAT, as reqUIred (Note BUilding permits will not be Issued until eVidence of recording a final plat IS provided), o COPY OF RECORDED PLAT, as applicable, -------- - -~- - F ,)>ITE PLAN SUBMITTAL REQUIREMENTS (Section 4-202 A) r/ SITE PLAN with the following information (not to exceed 24" x 36") All dimensions, North arrow Englneenng bar scale (minimum scale one Inch equals 50 feet), and date prepared, Locallon map, Index sheet referencing individual sheets Included In package Footprint and size of all EXISTING bUildings and structures, Footpnnt and size of all PROPOSED buildings and structures, Include floor plates on multi-story bUildings, All required setbacks, All eXisting and proposed pOints of access, All required sight triangles, Identlficallon of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including descnpllon and location of understory, ground cover vegetallon and wildlife habitats, etc, Location of all public and pnvate easements, Location of all street rights-of-way within and adjacent to the SIle, Location of eXisting public and private ullhlles, including fire hydrants, storm and sanitary sewer hnes, manholes and hft stations, gas and water lines, (* Note Per Secllon 3-911, all utlhlles shall be located/relocated underground) All parking spaces, dnveways loading areas and vehicular use areas Including handicapped spaces, Depiction by shading or crosshatching of all required parking lot Intenor landscaped areas, Locallon of all sohd waste containers, recychng or trash handhng areas and outside mechanical equipment and all required screening {per Section 3-201(D)(I) and Index #701), Locahon of all landscape matenal, Locahon of all Junsdlchonal hnes adjacent to wetlands, Location of all onslte and off site storm-water management facilllles Location of all outdoor lighting fixtures, and ---/ Locahon of all eXisting and proposed sidewalks s' SITE DATA TABLE for eXisting, reqUired and proposed development In wnllen/tabular form Land area In square feet and acres, Number of EXISTING dwelhng Units Number of PROPOSED dwelhng Units, Gross noor area devoted to each use, Parking spaces total number, presented In tabular form With the number of reqUired spaces, Total paved area, including all paved parking spaces and dnveways expressed In square feet and percentage of the paved vehicular area Size and species of all landscape matenal, OffiCial records book and page numbers of all eXisting utlhty easement, BUilding and structure heights, Impermeable surface ratio (I S R) and Floor area ratio (F A R ) for all nonreSidential uses \!J~ !:- I -1, I l ; I -/ j I _c._/ I APR _ R ?nn~ PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER )J~ FOR DEVELOPMENTS OVER ONE ACRE, provide the follOWing additional Informahon on site plan One-foot contours or spot elevations on site Off site elevations If reqUIred to evaluate the proposed stormwater management for the parcel, All open space areas, Location of all earth or water retaining walls and earth berms, Lot hnes and bUilding lines (dimensioned), Streets and dnves (dimensioned), BUilding and structural setbacks (dimensioned) Structural overhangs, Tree Inventory, prepared by a "certified arbonst", of all trees 8" DBH or greater reflecting size canopy (dnp hnes) and condition of such trees Page 4 of7 -llexlble Development Application - Comprchenslve Intill Redevelopment ProJcct- City ofClcarwaler U \1611 Gulf to Bay CIRP Application - revlscd MTP 04-05-05 doc ORIGINAL G LANDSCAPING PLAN SUBMITTAL REQUIREMENTS (Section 4-1102 A) r/ ~ o (J LANDSCAPE PLAN All eXisting and proposed structures Names of abutting streets Drainage and retention areas including swales Side slopes and bottom elevatJons, Delinealron and dimensions of all required pen meter landscape buffers, Sight vIsibility tnangles, Delineation and dimensions of all parking areas including landscaping Islands and curbing, Proposed and required parking spaces, EXisting trees on-site and Immediately adjacent to the site, by species, size and 10catJons, Including dnpline (as indicated on reqUired tree survey) Plant schedule with a key (symbol or label) Indicating the size descnptJon, specifications and quantities of all eXisting and proposed landscape matenals, Including botanical and common names Location Size, and quantltJes of all eXlsttng and proposed landscape matenals, Indicated by a key relating to the plant schedule, TYPical planting details for trees, palms, shrubs and ground cover plants including InstructJons sOil mixes, backfilling, mulching and protective measures, Intenor landscaping areas hatched and/or shaded and labeled and Intenor landscape coverage, percentage covered, Conditions of a prevIous development approval (e g condllrons Imposed by the Community Devel Irrigation notes REDUCED LANDSCAPE PLAN to scale (8 'h X 11), In color APR _ R ?nn~ IRRIGATION PLAN (reqUIred for Level Two and Three applications) piA 'C I COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable SERVICES CITY L H STORMWATER PLAN SUBMITTAL REQUIREMENTS (City of Clearwater Design Criteria Manual and 4-202 A 21) ~ STORMWA TER PLAN including the follOWing reqUIrements EXisting topography extending 50 feet beyond all property lines Proposed grading Including finished floor elevatJons of all structures, All adjacent streets and mUnicipal storm systems, Proposed stormwater detentlon/retentJon area Including top of bank, toe of slope and outlet control structure, Stormwater calculatJons for attenuation and water quality, Signature of Flonda registered Professional Engineer on all plans and calculations o / 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 COPY OF STATE AND COUNTY STORMWATER SYSTEM TIE-IN PERMIT APPLlCATIONS,lf apphcable BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS (Section 4-202 A 23) ReqUired In the event the applicatJon Includes a development where design standards are In Issue (e g Tounst and Downtown Dlstncts) or as part /f a ComprehenSive Inflll Redevelopment Project or a ResldentJallnfill Project rIf ,lUILDING ELEVATION DRAWINGS - all Sides of all bUildings Including height dimenSions colors and matenals fJI" REDUCED BUILDING ELEVATIONS - four Sides of bUilding with colors and matenals to scale (8 'h X 11) (black and white and color rendenng, If possible) as required J SIGNAGE (DIVISion 19 SIGNS I Section 3-1806) (J All EXISTING freestanding and attached signs, Provide photographs and dimenSions (area, height, etc ), indicate whether they Will be removed or to remain o All PROPOSED freestanding and attached signs, Provide details Including location Size, height, colors, matenals and drawing freestanding signs shall Include the street address (numerals) o ComprehenSive Sign Program apphcatlon, as applicable (separate apphcatJon and fee reqUired) (J Reduced slgnage proposal (8 'h X 11) (color), If submitting ComprehenSive Sign Program application Page 5 of7 - FleXible Development ApplicatIOn - ComprehenSive Inlill Redevelopment ProJect- City of Clearwater U \1611 Gulf to Bay CIRP Applteauon - reVised M I P 04-05-05 doc 1- 7-05, 9 55AM, ,727562~796 ff 3/ 3 K IR:A"FFIC IMPACT STUDY: (See 4-202.A 13 and 4...a01.C) ---UK~ , ~n~lude as required If proposed development wIll degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan Trip generation shall be based on the most recent edition of the Institute of Transportation Engmeer's Trip General Manual Refer to Sechon 4-BO 1 C of the Community Development Code for ell:ceptlons to thiS reqUirement L. SIGNATURE I, the underSigned, acknowledge that all representations made In thIs application are true and accurate to the best of my knowledge and authorize elly representatives to ViSit and photograph the property descnbed In thiS application Signature of property STATE OF FLORIDA, COUNTY OF PINE1.LAS Sworn 10 and subscnbed before me this ~ day of F"E 61t.lJ..~'1 AD 20 oS to me and/Gl' by , who is personally known Res I'rrnh rr.Pd ~ 1021'1011 6atlOfl esenlallve ~""'''. , '~'- {;., .,;,; e ~E ";":'l;Rr..r,.lt~., ROBERTA L MEYERS MY COMMISSION # DO 325309 EXPIRES Aug1lS128,2008 Bonded TIvIl NQ!aIY PlIIlic UndorwriIenr OR\G\NAL ----.. ~ """'" C1t ~~ ~_:r 1-')'): l APR - R ?m!i 1..:j \ \ PLANNING & DEVELOPMc.N'f \ j ~;\, SERVICES ;"~~~~\\ CITY OF CLEARWATER RECEIVED FEB 0 3 2005 PlANNING DEPARTMENT CllV OF CLEARWA1ER Page 6 of 7 - FleXIble Development ApplicatIOn - ComprehenSIVe Infill Rcdevelopment ProJcct- City of Clea1Waler J \02024\02024132 OO\DOC\PcnmlS\Clearwaler\CDB _02-03 -04lApphcatlOn doc 4- 7-05 9 55AM, ,727562-1796 tt 2/ 3 M AFFIDAVIT TO AUTHORIZE AG.. . L 6t'!ittry Il. ~l4l..:f7 (.,6..J I 13 '" oJ I'.. ORIG1NA- ORIGINAL (Names of ALL properly owners on deed - please PRINT full names) 2 Thatlhls property conslitutes the properly for which a request for a (descnbe request) JI~w t.,'6,yly ~1Ik. ~V'//;7 - &k ,.~.. ~//~.-2 ~"v,.k (JIlL. f;' C"I)d / . 3 That the undersIgned (has/have) appointed and (does/do) appoint t3A-)'A,.J L, aA<..8}oJ CA ; J1e: -ri'J~ c.lbv~ I~ C ?,BtJ ~;?t.Aa;r ~LI//J) rUIn: ..i"'Cb; CLe4~1t-r&rc., 'PG ~~7D as (his/their) agent(s) to execute any petitions or other documents necessary to affect such pelltlon 3 That this affidavit has been executed to Induce the City of ClealWater, FlOrida to conSider and act on the above described property, 4 Thallhe applicant acknowledges that all Impact fees (parks and recreation, traffic, elc ) WIll be paid PRIOR to the Issuance of a building permit certificate of occupancy, or other mechanism, whichever occurs first, 5 That site VISits to the property are necessary by City representatives In order 10 process thiS application and the owner authoflzes City representalJves to vlsH and photograph the property described In this application, RECEIVED 6 That (I/we), the undersigned authority, hereby certIfy that the foregOing IS true and Property Owner FER 03 Z005 PLANNING DEPARTMENT CllY OF CLEARWATER Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINElLAS Before me the underSigned, an officer duly commissioned by the taws of the State of Flonda, on thiS f""c (l,fl I.l A~ ' iJ.. 0 'Gr') personally appeared C5 ft JIJ fl/ C- (l1l1V1) n F F Deposes a d says that he/" fully understands the contents of the affidaVit that he!. Signed J tLfl day of who haVing been first duly sworn My Commission Expires ? ;l,} J "- 008' t .i~'''~'. ROBERTA L MEYERS foi ,~ MY COMMISSION # OD 32531)9 ~A ift~ EXPIRES A~gusI2a, 2008 ,,,,p,r,,~" ' Bondod ThnJ NcIori PubIio Undorwrllera plication - Comprehensive Inl1ll Redevelopment Project- City of Clearwater .J UKlbll\JAL ~ Clearwater -~ u~ Planning Department 100 South Myrtle Avenue Clearwater, Florida 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) stapled 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 Intill Project (Revised 12/30/2004) -PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION (Code Section 4-202 A) APPLICANT NAME LIBERTY BANK MAILING ADDRESS 2963 Gulf to Bav Blvd. SUite 220. CLEARWATER. FL 33759 PHONE NUMBER 727 796 2700 FAX NUMBER NIA PROPERTY OWNER(S) LIBERTY BANK (Must Include ALL owners as listed on the deed - proVide onglnal slgnature(s) on page 6) AGENT NAME BRYAN ZARLENGA, TBE GROUP,INC MAILING ADDRESS 380 PARK PLACE BLVD. SUITE 300. CLEARWATER. FL 33759 LEGAL DESCRIPTION Lon view SubdiVIsion Lots 3 4 19 20 & 21 see Allachment "A" (If not listed here please note the location of thiS document In the submittal) 14/29/15/52938/000/0030 PHONE NUMBER 727531 3505 FAX NUMBER 7275391294 CELL NUMBER 727 639 5569 E-MAIL ADDRESS bzarlenaa@tbeQroup com B PROPOSED DEVELOPMENT INFORMATION (Code Section 4-202 A) STREET ADDRESS of subject site 1617 & 1611 Gulf to Ba Blvd PARCEL NUMBER PARCEL SIZE 0 53 acres 1 23.460 SQuare feet (acres square feet) PROPOSED USE(S) AND SIZE(S) non-residential off-street parklnq In the MDR dlstnct (number of dwelling Units hotel rooms or square footage of nonreSidential use) SERVICES CITY OF CLEARWATER DESCRIPTION OF REQUEST(S) Non-residential off-street oarklno faCIlity wIthin the Medium Densltv ReSidential (MDR) District with a reducllon In the front (east) setback from 25 feet to 15 feet and to oermltlandscaOlno to be located on the Intenor Side of a solid fence where landscaOInO IS othel'W1se reoulred to be located on the exterior Side Attach sheets and be speCIfic when IdentifYing the request (Include all requested code deviations e g reduction In reqUired number of parking spaces, speCific use etc) 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 -1L- (If yes allach a copy of the applicable documents) Page 1 of 7 - FleXible Development Application ReSidential Infill 2005- City of Clearwater C PROOF OF OWNERSHIP (Code Section 4-202 A 5) ~ 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) 0 Provide complete responses to the SIX (6) GENERAL APPLICABILITY CRITERIA - Explam how each criteria IS achieved, m detail 1 The proposed development of the land wtJI be In harmony with the scale, bulk, coverage denSity and character of adjacent properlles m which It IS located The locallon of the proposed off-street parkinG facllitv has hlStorlcallv been used as a parkmo lot The eXlSllnQ parklno lot IS In disrepair arid has little It any landscaPInO The proposed parklno lot Will be used dunno bUSiness hours onlv (oenerallv 8 00 a m to 5 00 p m Mondav throuoh Fndav) In addition, an eXistinG dilapidated wood fence Will be replaced WIth a new Vinyl fence and penmeter and interIOr landscapmo WIll be proVided which Will exceed the mtent of the Code 2 The proposed development Will not hinder or discourage the appropriate developmenl and use of adjacent land and bUlldmgs or Significantly Impair the yalue thereof The proposed off-street parklnO facllltv Will Improve upon the eXlstlnO parklnO lot The eXlstlnO lot IS almost completelv paved and IS In a state of disrepair The proposed parkma lot Will onlv serve the proposed bank/office adlacent to the north The lot Will be Improved With a new. solid vmvl fence and extensive landscaplnQ 3 The proposed development Will not adversely affect the health or safety or persons reSiding or working In the neighborhood of tile proposed use Approval to permit the non-resldenllal off-street parklnQ on thiS lot Will not Imoact the resldenllal nelohborhood as tile bank and offices Will ooerate under normal bUSiness hours wilen the reSidents of tile nelohborhood are also al work and the additional eoress oomt alono Yelvlnoton Ave allow an enhanced Circulation of Internal traffic and ensures that no vehicle stackmo occurrlna from the dnve-thru lanes Will overflow onto pubhc roadways 4 The proposed developmenlls deSigned to minimize traffic congestion TBE has coordinated WIth the City'S Traffic Enomeenno diVISion of the Enolneerlnq Dept to ensure the Circulation Within the site IS suffiCient and that the traffic Impacts associated With the proposal are minimal and do not deorade the surroundlnQ road network or nelohborhood See attached traffic analYSIS IATTACHMENT "e"} for a review of the proiected traffic aenerated by the proposed redevelopment 5 The proposed development IS consistent With the community character of the Immediate VICinity of the parcel proposed for development The proposed parkmo lot Will replace an eXlstlna oarklnG lot and IS part of a laroer development proposed for the Site which Includes the removal of eXlstlnQ, multl-famllv, office and restaurant uses These eXlstlnQ uses are contamed Within several antiquated bUlldmos that have become heaVily detenorated and In need of senous repair and mvestment The removal of these bUlldlno and the redevelopment of Ihe overall property Will substantlallv enhance the safety, health and aesthetiC Qualltv of the eXlstlnQ nelohborhood. as It Will remove In addition. the proposed development Will exceed the landscaPinG, open space. parklno and storm water requirements of the Code, which Will make It a slQmftcantlmprovement to the overall Quality and value of the site and nelQhborhood 6 The deSign of the proposed development minimizes adverse effects, including Visual, acoustic and olfactory and hours of operation Impacts, on adjacent properties Due to site constraints of the 101. the bUlldmG Will be constructed at the very northeast corner of tile Site, mlnlmlZInQ any visual Impacts on adlacent reSidential prooertles that may be assOCiated With the construction of a 32-foot bUlldma In addition. as the proposed uses have normal business hours of operation from 800 a m to 500 0 m Mondav throUGh Fnday. the residential uses Will not be Impacted bv the dallv operations of the prooosed uses The prooosed parkmq lot Will be surroundlnQ bv a solid Vinyl fence between three- (Within anv reqUired slQht vlslbllltv lrlanqles) and six-feet In helaht and landscapmo Q)~(G~~\Vl~ ~\ ...:~ I ~'1d) I APR ! - ~ i-A 200; (i PLANNING & DEVELOPMENT SERVICES L CITY OF CLEARWATER ORIGINAL Page 2 of 7 - FleXible Development Application Resldentlallnfill 2005---- City of Clearwater o Provide complete responses to the seven (1) RESI DENTIAL INFILL PROJECT CRITERIA - Explain how each Criteria IS achieved In detail The development or redevelopment of the parcel proposed for development IS otherwise Impractical Without deViations from the intenSity and development standards Approval of the non-resldenllal off-streel parklnQ on this particular site Will not have an Impact on the residential nelqhborhood to the south. as an overwhelmll1q malOrlty of vehicles eXlllnq the Site WIll eXit to Gulf-ta-Bav Blvd and the parkinG lot Will only be used dUrlnq normal bUSiness hours of 800 a m to 5 00 P m The only clients utlllzll1G Yelvlnqton Ave to access the proposed developmenl site Will be those that live Il1 the Immediate southern VICinity of the site 2 The development of the parcel proposed for development as a reSidential Infill project Will not matenally reduce the fair market value of abutlll1g properlles (Include the eXlsllng value of the site and the proposed value of the site With the Improvements ) The antiquated structures on the site were bUilt from 1947 to 1948 and site VISits show that a minimal amount of upkeep have been done to the site The applicant Will develop a commUnity bank that services that local bUSiness and Will be bUilt and maintained With hlqh Quality products and services The development Will dramatically Improve the fair market value of the abuttinG properties {$380,000 eXistinG yalue & $750.000 proposed valuel 3 The uses Within the resldentlallnfill project are othefWlse permitted In the City of Clearwater The proposed use {non-resldenllal off street parkinG facllitvl IS permitted Within the Medium Densltv ReSidential rMDRl Dlstnct as a Level Two FleXible Development 4 The uses or mix of use WIthin the resldenllallnfill project are compatible With adJacent land uses The non-resldenllal off-street parkinG use Will be bUilt as a surface parkinG lot and will not Impact the reSidential uses to the south or east. as the lot Will be used to support uses that operate dUrinG normal bUSiness hours when reSidents themselves are at work The liGhts Will meet code and be tumed-off bv 9 00 p m A solid. vlnvl fence between three- (where located Within any reGUlred SIGht VISibility trianGles) and Six-feet heiGht WIth landscaPinG Will be located alonG the penmeter of the site to buffer adlacent reSidential uses The proposed parkinG lot WIll replace an eXIStinG parkinG lot that currently Includes almost no landscaPinG and a dilapidated wood fence 5 The development of the parcel proposed for development as a resldentlallnfill prOject Will upgrade the Immediate VICinity of the parcel proposed for developmenl The removal of the eXistinG antlGuated structures and parkinG lot Will areatly Improve the Immediate VICinity The eXlStlnq lot IS comoletely Dayed over With no oreen space. landscaPinG or stormwater attenuallorl facilities. and the new site WIll exceed the reGulred ISR. landscaPinG requirements, parkinG and meet the stormwater manaGement requirements of the City In addition. the architecture of the bUildinG which the new parkinG lot WIll serve Will enhance the Visual Quality of Ihe nelQhborhood 6 The deSign of the proposed resldentlallnfill 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 The bUildinGS surroundinG the site were Qenerally bUill between the 1950's and 1970's and have had minimal improvements thrOUGh Ihe subsequent years The proposed development Will be the product of a reputable architecture and enGineerinG firm and Will create a des Ion that the City can promote for redevelopment In the area and Will be consistent With the reqUirements for development wlthlO the downtown. lust 4 blocks to the west 7 FleXibility In regard to lot Width reqUired setbacks, height and off-street parkll1g are JUSllfied 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 request for flexlbllltv With reGard to the front feasll setback reduclion from 25 feet to 15 feet alono Yelvll1oton Avenue, 10catll1o landscaPlno on the Interior Side of a fence rather the extenor lor a non-resldenllal off-street parkll1q faCility WIthin the Medium DenSity ReSidential (MDR) dlstnct IS lusllfied bv the benefits of replaCinG a deterioratinG site that meets few current code requirements, and actuallv has several Code Violations on the property. With a new Me that Will offer hloh ouallty bUlldll1Q, landscaPinG deSIGn and stormwater attenuation The reduction In the front (east) setback alonG Yelvll1Qton Avenue Will not reduce the otherwise reqUired amount of landscaPinG and IS necessary to proVide an adeouate number of parkll1Q spaces for the proposed development on the north portion of the site The locallon of landscaPlnQ on the Interior Side of the new fenCinG Will enhance the ability of the property owner to maintain thatlandscaPInO Without havlnQ to trespass on the adlacent resldenllal properties In addlliOn. the new, solid Vinyl fence Will be between three- (when Within any reqUired slQht VISibility tnanole) and Six-feet In helQht and WIll adequately screen any parked cars o !fE~~~W_~~j"'~ Ill, ~,,_Rm _-I}) PLANNING & DEVELOPMENT SERVICES I Page 3 of 7 - FleXible Development Application Resldentlallnfill 2005- CltyLf Clearwatehy OF CLEARW ATE R _ ORIGINAL E STORMWATER PLAN SUBMITTAL REQUIREMENTS' (City of Clearwater Storm Drainage Design Criteria Manual and 4-202 A 21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS All applications that mvolve addlllon or modification of Impervious surface, mcludmg bUildings, must mclude a stormwater plan that demonstrates compliance with the City of Clearwater Storm Dramage DeSign Cntena manual A reduction m Impervious surface area does nol qualify as an exemptIOn to thiS requirement / If a plan IS not reqUired, the narrative shall proVide an explanation as 10 why the site IS exempt At a minimUm, the STORMWATER PLAN shall mclude the followmg EXlslmg topography extendmg 50 feet beyond all property lines, Proposed gradmg mcludmg finished floor elevations of all structures, All adjacent streets and muniCipal storm systems, Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure, A narrative descnbmg the proposed stormwater control plan including all calculalions and data necessary to demonstrate compliance With the City manual Slgnalure and seal of Flonda Registered ProfeSSional Engineer on all plans and calculations ORIGINAL 7 COpy OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL / (SWFWMD approval IS reqUired pnor to Issuance of City BUlldmg Permit), If applicable , Acknowledgement of stormwater plan requirements (Applicant musllnltlal one of the follOWing) {;l1: Stormwater plan as noted above IS Included Slormwater plan IS not reqUired and explanation narrative IS attached At a minimum, a gradmg plan and finished floor elevations shall be proVided CAUTION -IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Englneenng Department at (727) 562-4750 F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS (Code Section 4-202 A) r/' SIGNED AND SEALED SURVEY (including legal descnptlOn of property) - One Original and 14 copies, ~ TREE SURVEY (including eXisting trees on site and Within 25' of the adjacent Site, by speaes, size (DBH 4" or greater), and locallon, including dnp lines and Indicating trees to be removed) - please deSign around the eXlstmg trees, r/ LOCATION MAP OF THE PROPERTY,(FUftt- COt/e{ ".f Pia...., ) ./ PARKING DEMAND STUDY In conjunction With a requesl to make deViations to the parking standards (Ie Reduce number of spaces) Pnor to Ihe submittal of thiS application, the methodology of such study shall be approved by the Communtty Development Coordinator and shall be m accordance With accepted traffic engmeenng pnnclples The findings of the study Will be used In determining whether or not deViatIOns to the rrklng standards are approved, sf' GRADING PLAN, as applicable, CJ PRELIMINARY PLAT, as reqUired (Note BUilding perrrllts Will not be Issued until eVidence of recording a final plat IS prOVided), CJ COPY OF RECORDED PLAT, as applicable, G JR"E PLAN SUBMITTAL REQUIREMENTS (SectIon 4-202 A) if SITE PLAN With the follOWing Informallon (nol to exceed 24" x 36") All dimenSions, North arrow, Englneenng bar scale (minimum scale one Inch equals 50 leel), and date prepared, Location map, Index sheet referenCing IndiVidual sheets inCluded In package, Footprint and size of all EXISTING bUildings and slruclures, Footpnnt and size of all PROPOSED bUildings and structures All reqUired setbacks, All eXisting and proposed POints of access, PLANNING & DEVEL All reqUired Sight tnangles, OPMENT Idenllficallon of enVIronmentally unique areas such as watercourses, wetlands, tree masse~, and specimen SERVICES trees, including descnpllon and localion of understory, ground cover vegetallon and Wildlife It@!!ats, etc,C ITY OF CLEARW ATE R Locallon of all public and pnvate easements, o ~rc~~~~ {'-:-- , --- I f' i APR - "m I;.J I Page 4 of 7 - FleXible Development Appllcallon Resldenllallnfill 2005- City of Clearwater Location of all street flghts-of-way wlthm and adjacent to the site Location of eXlsling public and private utilities, mcludlng fire hydrants, storm and sanitary sewer lines, manholes and 11ft stations, gas and water Imes, All parking spaces driveways loading areas and vehicular use areas, Deplcllon by shadmg or crosshatchmg of all required parkmg lot Interior landscaped areas locallOn of all solid waste contamers, recycling or trash handlmg areas and outSide mechanical equipment and all required screemDg.-{per----, Section 3-201{D)(I) and Index #701}, ,.----- ~ ~ IT....." ; Locallon of all landscape material, Lo,,""" of all ~Ie ao' ofIS,1e ,to~"" manag~"t taal"..,. \ L) ) rc: (0) rc: " ~ 0 \ Location of all outdoor lighting fixtures, and b ~ b U 1}) I Location of all eXisting and proposed Sidewalks tnl' --I \ \ ~TE DATA TABLE for eXisting, reqUIred, and proposed development, In wntten/tabular form ; APR _ A?flflli \ \ land area In square feel and acres, L \ Number of EXISTING dwelling units, Number of PROPOSED dwelling units, LANNING & DEVELOPMENT Gross floor area devoted to each use, P SERVICES Parkmg spaces total number, presented In tabular form With the number of reqUired spaces, f .q EARW AT ER Total paved area, including all paved parking spaces and dnveways, expressed In square h~et and percenlage'd tile p.:av.ed..veR1GlJ-Ittr-area',- Size and species of all landscape matenal, L OffiCial records book and page numbers of all eXisting utility easement, BUilding and structure heights, Impermeable surface ratio (I S R ), and -----/ Floor area ratio (F A R ) for all nonresldenbal uses 'Ii/' REDUCED SITE PLAN to scale (8 '/, X 11) and color rendenng If possible, o FOR DEVELOPMENTS OVER ONE ACRE, prOVIde the follOWIng additional information on site plan One-foot contours or spot elevations on Site, Off site elevations If reqUlfed to evaluate the proposed stormwater management for the parcel, All open space areas, LocatIOn of all earth or water retaining walls and earth berms, Lot lines and bUlldmg lines (dimensioned), Streets and dnves (dimensioned), BUilding and structural setbacks (dimensioned), Structural overhangs, Tree Inventory, prepared by a "cerllfied arbonsr of all trees 8" DBH or grealer, reflecting Size, canopy (dnp lines) and condition of such trees rJ/ft H PNDSCAPING PLAN SUBMITTAL REQUIREMENTS (Section 4-1102 A) ~ LANDSCAPE PLAN All eXlsllng and proposed structures, Names of abulllng streels, Drainage and retention areas mcludlng swales, Side slopes and bottom elevations, Dellneallon and dimenSIOns of all reqUired perimeter landscape buffers, Sight VISibility tnangles, Dellneailon and dimenSions of all parking areas including landscaping Islands and curbing, Proposed and required parking spaces, EXisting trees on-site and Immediately adjacent to the Site, by speCies, size and locations, mcludlng dnplmes (as indicated on reqUired tree survey), Plant schedule With a key (symbol or label) mdlcallng the Size, descnptlon, speCifications and quanlllles of all eXisting and proposed landscape matenals, including botanical and common names, LocatIOn, Size, and quanlltles of all eXisting and proposed landscape matenals, mdlcated by a key relating to the plan! schedule, Typical planting details lor trees, palms, shrubs and ground cover plants including instructions, SOil mixes, backfilling mulching and protective measures, Inlenor landscaping areas hatched and/or shaded and labeled and intenor landscape coverage, expressing In both square feet and percentage covered, Condl\lons of a prevIous development approval (e g condlllons Imposed by the Community Development Board), Imgatlon notes -;t REDUCED LANDSCAPE PLAN to scale (8 '/, X 11) (color rendenng If pOSSible), o IRRIGATION PLAN (required for level two and three approval), o COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable Landscape associated With the ComprehenSive Landscape Program shall exceed mmlmum Code reqUIrements to offset the areas where minimum Code Will not be met ORIGINAL Page 5 of 7 - FleXible Development AppllcaliOn Resldenllallnfill 2005- City of Clearwater BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS. (Section 4-202 A 23) Required In the event the appllcallon Includes a development where design standards are In Issue (e g Tounst and Downtown Dlstncts) or as part ;fa Comprehensive Infill Redevelopment Project or a ReSldentl8llnfill PrOject ~UILDING ELEVATION DRAWINGS - all sides of all bUildings including height dimenSions, colors and matenals, rI' REDUCED SUI LDI NG ELEVATIONS - four sides of bUilding with colors and matenals to scale (8 y, X 11) (black and white and color rendenng, If possible) as reqwred J SIGNAGE (DIVISion 19 SIGNS I SectIon 3.1806) o All EXISTING freestandmg and attached signs, Provide photographs and dimenSions (area, height, etc ), indicate whether they will be removed or to remain o All PROPOSED freestanding and attached signs, Provide details Including locatIOn, Size, height, colors, matenals and draWing, freestanding Signs shall Include the street address (numerals) o Comprehensive Sign Program application, as applicable (separate appllcallon and fee required) o Reduced slgnage proposal (8 Y, X 11) (color), If submitting Comprehensive Sign Program applicatIOn K TRAFFIC IMPACT STUDY: (Section 4-202 A.13 and 4-801 C) , ,ZnclUde If reqUired by the Traffic Opera lions Manager or hlslher deSignee or If the proposed development . Will degrade the acceptable level of service for any roadway as adopted In the Comprehensive Plan . Will generate 100 or more new vehicle directional tripS per hour and/or 1000 or more new vehicle tnps per day . Will affect a nearby roadway segment and/or intersectIOn With five (5) reportable aCCIdents wlthm the pnor twelve (12) month penod or that IS on the City'S annual list of most hazardous intersections Tnp generation shall be based on the most recent edition of the Inslltute of TransportatJon Engmeer's (ITE) Trip General Manual The Traffic Impact Study must be prepared In accordance With a "Scopmg Meeting" held With the TraffiC Operations Manager and the Plannmg Department's Development Review Manager or their deSignee (727-562-4750) Refer to Seebon 4-801 C of the Community Development Code for exceptIOns to thiS requirement i'" Acknowledgement of traffic Impact study reqUirements (Applicant must initial one of the followmg) Traffic Impact Sludy IS Included The study must mc1ude a summary table of pre- and post-development levels of service for all roadway legs and each turning movement at allmtersecbons Identified m the Scoplng Meeting Traffic Impact Study IS not reqUIred CAUTION -IF APPLICATION REVIEW RESULTS IN THE REQUIREM ENT FOR A TRAFFIC 1M PACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR If you have questions regarding these reqUirements, contact the City Public Works Administration Englneenng Dip ~m,e~fat ~7.27},56~4~ -J ,Jr-hCj., ilf f ~ ~ v~ ~ '1~...J L SIGNATURE CI;o~F I".(:? 1\ A:(p JJ ~o.,> r ~ ;d~'-< , -, - I" ~ --;trj"'1f STATE OF FLORIDA, CcnJNf QftRINElLASt ;' II - 1 II C':' ~. / Sworn to and su cnb d e=lore:J me milS ' [ , t ,day of I ' _ 20 U qQ ~me' -..J and/or by ~J~i, - .......... l 1 ~ ~ , whO-IS' personally-kn,ew_n has I .. as r I the underSigned, acknowledge that all representations made In thiS applicallon are true and accurate to the best of my knowledge and authOrize City representatives to VISit and photograph the property descnbed In thIS application Signature of property owner or representatIve Notary public ~ My commiSSion e}.plres L_ ~'" fAJi, f",f fU'j A _ Il"'V'e produced Idenbficabon . J , ....""---1 W3MqOJ~V3<J A Dl/jW~AJt; vi ti.:j~ --~:> of 0 yit.... -~-....- Page 6 of 7 - FleXible Development ApplicatIOn Resldenllallnfill 2005- City of Clearwater AFFIDAVIT TO AUTHORIZE AGENT (Names of all property owners on deed - please PRINT full names) 1 That (I am/we are) the owner(s) and record Iltle holder(s) of the following descnbed property (address or general location) 2 That this property constitutes the property for which a request for a (describe request) 3 That the underSigned (has/have) appointed and (does/do) appOint as (his/their) agent{s) to execule any petitions or other documents necessary to affect such petition, 4 That thiS affidavit has been executed to Induce the City of Clearwaler, Flonda to conSider and act on the above descnbed property, 5 That site VISits to the property are necessary by City representatives In order to process Ihls appllcatJon and the owner authOrizes City representatives to VISit and photograph the property descnbed In thiS application, 6 That (I/we), the undersigned authonty, hereby certify that the foregOing IS true and correct Property Owner ORIGINAL Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the underSigned, an officer duly commissioned by the laws of the State of Florida, on thiS day of personally appeared who haVing been first duly sworn Deposes and says that he/she fully understands the contents of the affidaVit that he/she Signed Notary PubliC My Commission Expires S_"-_--kk~m____re_~mn"s- 0 ~~~~w~,~DVI U ; PHl - R 2115 ,II )) I I PLANNING & DEVELOPMENT L SERVICES _ ___ CITY OF CL~AR~~!ER Page 7 of 7 - FleXible Development Application Resldenliallnfill 2005- City of Clearwater Attachment "A" Legal Description: LOTS 3,4,19,20, AND 21 OF MAP OR PLAT ENTITLED "LONGVIEW" AS RECORDED IN PLAT BOOK 11, PAGE 38 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. ORIGINAL PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER Jj:E GROUP ORIGINAL Attachment "B" Liberty Bank 1 PARKING SPACE REDUCTION ANALYSIS PLANNING & DEVELOPMENT SERVICES C\TY OF CLEARWATER Current code reqUires a total of 38 spaces, mcludlng two handIcap spaces, for the proposed development of 3,700 square feet of bank use (retail sales and service) and 4,990 square feet of general offi(,e use The proposed structure WIll have two floors, With the first floor desIgnated for the bank's retail functIons, contammg customer servIce tellers The second floor of the structure w1I1 be compnsed of the office space generally assocIated With the executive and admmlstratlve functIons of the bank's corporate headquarters These are offices typIcally found III a one-floor bank bUlldmg for the bank executives, admmlstratIve aSSIstants and financial operators, as well as the offices used to house a bank's upper level management If not completely utliIzed by LIberty Bank aSSOCIates, a portIOn of the second floor could be set aSide for the Liberty Bank mortgage operatIOns Due to eXlstmg site constramts mcludmg the SIte bemg a comer lot, a request to reduce the total number of spaces proVIded for the project, from 38 spaces to 35 spaces IS requested It IS my opmlOn that the SIte constramts assocIated with the site and the umque nature of the uses proposed for the site JustIfies the reductlOn m parkmg These on-Site constramts are as follows · Comer lot reqmnng two (2), 25~foot setbacks along the eastern and northern lot lmes, · State DOT reqUirement of angled parkmg at the SIte's entrance at Gulf-to.Bay Boulevard, · Stormwater management reqUirements above those of SWFWMD, · Removal of eXlstmg parkmg located m CIty nght-of-way that cannot be re-mstalled The current City Code IdentIfies an office and a bank (retail sales and service) as permitted uses wlthm the Commercial Dlstnct Through the code, these uses are generally categonzed as to the type of Impact they Will generate on a site and adjacent properties Some permItted uses defined under these general classIf'ications do not always functIOn as Similar uses Identified through the code and may warrant some flexlblhty With regards to the speCIfied reqUirements The requested bank use proposed thorough thIS comprehenSIve mfill applicatIon IS not a typical "bank" use that has an established reSIdential chent base like a regIOnal or natIOnal bank does These regional and natIOnal banks, Ie Southtrust, Wachovla etc, are compnsed of a heavy reSIdentIal chent base that conducts dally bankmg functlOns at the teller level To accommodate thiS l11gh level of teller-based mteractlOn, the "bank" classificatIOn, by code, reqmres parkmg to be calculated at a rate of five spaces per 1,000 GF A Liberty Bank IS a community-based bank While they Will have a fair number of reSidential clients, the majonty of their clientele will be local commercIal busmesses that typIcally do not utilize bank functions at the teller level and do not need to VISIt the bank on a regular baSIS Therefore, If thiS were the only dlstmctIve trait of Liberty Bank, the reqUired number of parkmg spaces would be less than that of the number Identified by code, but wlthm the range allowed for by a bank use One of the functlOns of LIberty Bank that WIll separate It from the regIOnal and natIonal banks IS a couner servlce for ItS commercial clients ThIS couner service Will make tnps to the bank's J;~ GROUP commercial cU.:.tomer to pick-up datly deposIts This servIce WIll hmlt the number of tnps required by much of Its clientele, and therefore allow a decreased number of parkmg to be reqUired on the sIte In addition, as much of a bank's busmess cltents WIll operate dunng normal GOmmercIal busmess hours of 9 am to 9 pm, these busmesses Will utlltze the bank's mght deposItory aftel regular bankmg busmess hours to make daily deposits It IS my opllllon that these two factors Justify the request to have the bank's pal kmg calculated at a rate of four spaces per 1,000 square feet and therefore only reqUire 15 spaces for the 3,700 square feet of bank area Tn conjunctIOn With the 3,700 square feet of bank use on the first floor, there WIll be 4,990 square feet of general office space on the second floor Much of the space available on the second-floor Will be utilIzed by upper-level bank executives, whIch are typically provIded WIth oversIzed office spaces The additional office space Will be utilIzed by admlmstratlve assocIates and general financIal operatIOn aSSOCIates and Will not generate tripS to the sIte The large executive office spaces WIll only contam one bank employee and Will therefore only require parkmg for one on a regular baSIS In addItIOn, the admmlstratlve and finanCIal operations associates Will generate only occasIOnal walk-m traffic and WIll reqUire a lImited number of spaces It IS mtended that any remammg second-floor office space Will be occupied by a use secondary to Liberty Bank's operations, such as their mortgage company services Because of these CIrcumstances, It IS my oplmon that the office parkmg be calculated at a rate of three spaces per 1,000 square feet and therefore only reqUires t 5 spaces for the 4,990 square feet of office area The proposed SIte plan prOVides for the redevelopment of site WIth a parkmg lot WIth 35 parkmg spaces mc1udmg two handIcap parkmg spaces When calculated usmg the low-end of the parkmg space reqmrement range, prOVIded for by the CIty code, of four spaces/per 1,000 GPA for bank uses and three spaces per 1,000 GF A for office uses, the number of parkmg spaces reqmred by CIty code IS 32 spaces mcJudmg two handIcap spaces It IS my oplOlon that the umque CIrcumstances assOCiated WIth the proposed uses of the site warrant the low-end of the parkmg space range to be utlhzed when calculatmg the total number of requIred spaces Marc A Manano, AICP TBE Group, Tnc ORIGINAL ~-~ -~ -- o [€~[~]I(#~ fr- ,: I -----11 f I;. i Ml_R~~ (.::V' PlANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER -.J Attachment "C" LIBERTY BANK REDEVELOPMENT ITE TRAFFIC IMPACT EVALUATION GULF-TO-BAY BOULEVARD AT YELVINGTON AVENUE CITY OF CLEARWATER, FLORIDA The locatIon of the proposed LIberty Bank IS the southwest quadrant of Gulf-to-Bay Boulevard and Yelvmgton Avenue There are three eXlstmg land uses on thIS sIte The uses mclude SIX duplexes (12 umts), a 5,150 square foot high-turnover sIt-down restaurant and 1,970 square feet of general office space The proposal mcludes the demolitIon of the eXlstmg butldmgs and constructIon a 3,700 square foot dnve-thm bank and 4,900 square feet of general office space Smce this IS a redevelopment project, the total sIte traffic Impact was determmed takmg mto account the eXlstmg land use Impacts Both the eXlstmg and the proposed sIte traffic were calculated usmg the InstItute of TransportatIon Engmeers' (ITE) Trtp GeneratIOn, ]"11 EditIOn Table 1 proVides the ITE Land Use Code, rates and the calculatIon of each land use for DaIly, AM Peak Hour of the Adjacent Roadway, and PM Peak Hour of the AdJacent Roadway trIpS The potentIal for Pass-By tnps was also consIdered m calculatmg the sIte traffic Certam land uses are predIsposed to capture some tnps from the eXlstmg adjacent traffic flow rather than create new or pnmary tripS The high-turnover SIt-down restaurant and the dnve-thru bank are both examples of land uses that are subject to captunng pass-by tripS Passerby trIpS are those tnps already on the road that stop at a land use that IS not ItS pnmary trIp purpose For example, a person may stop at a restaurant for dmner on the way home from work The pnmary tnp lS from work to home and the stop at the restaurant IS secondary If that restaurant IS on the dIrect route home 11 IS conSidered a Pass-By trip and IS not a new trip Impactmg the roadway Pass-By rates are proVIded In the ITE's Trtp GeneratIOn Handbook, 2nd EditIon The studIed rates are only available for the PM Peak Hour of the adjacent roadways The Average Pass-By Tnp Percentage for a hIgh-turnover slt-down restaurant IS 43 percent dunng the PM Peak Hour The Average Pass-By Tnp Percentage for a dnve-thru bank IS 47 percent durmg the PM Peak Hour The adjustment to the PM Peak Hour trIpS for passerby IS also Included 10 Table 1 The total new slte traffic Impact was denved by subtractmg the eXlstmg site traffic from the proposed slte traffic Thesc totals arc provlded m Table 2 The additional ,>Ite traffic Impact on a dally baSIS IS 180 tripS per day The AM Peak Hour sIte Impact IS 16 less tripS per hour, while the PM Peak Hour SIte Impact IS an addItIOnal 56 tnps per hour Acwrdmg to the Pmellas County Metropohtan Plannmg OrgamzatIon's 2003 Level of ServIce Report, dated July 28, 2003, Gulf-to-Bay Boulevard IS a Six-lane diVIded roadway wlth a peak hour - peak directIon capacity of 3,295 vehIcles per hour The traffic volume for the peak-hour peak dIrectIOn on the pnmary segment of Impact IS 2,457 vehIcles per hour The volume-to- 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" a. . 8'.e 01 _. -c@. "''' :1.5" fr ". . s: · 00i' ,,- ;;"3 "'[0 tt. 8'5" .....5- -iC'l ii'~ " ... '" t)I 00 . . . i DESIGN COLOR BOARD . AND ASSOCIATES, INC. . : t LIBERTY BANK ~ .. IH " GULF TO BAY BLVD,. CLEARWATER, FLORI~ . '\.~ '\. ~i ~ -0 IJ S:, - z ~ ?;: zl ~~~ 1 mom > < JJmm :fen, ~ 0 -! -0 m s: :n rr Z -! ~-,,--...... -------- ..."'.~~_.._-~ _!>C~_I""'~1;II' _110II___"'__'. --~- --- omr__..QlII-...._ ou ......_..."._TlC -..,.--....-- ~.___lt*I_ 1iIJO_~..~~.1IM_ o ::::0 GJ Z )> I L '0' ~~ l [fUll ~ ((d I [fUll I ~-' ...---, C2~:" I :0 ~ III l~ -- , () Zc 1r/ .. !~ (, ,oo{ ,. ) Preoared bv and Return to A R Neal, Esq Jonnson Pope, Bokor, Ruppel & Burns, LLP 911 Chestnut Street PO Box 1368 C:earwater FL 33757 o ~CC~t,):- r::~ -- L APIl_Bm 11' ( ~~/Jt.ANNJNG & DEVELOP~NT "ll~el' , SERVICES CTTY OF CLEARWATER I I I , I ~ ORIGINAL SPECIAL WARRANTY DEED THIS INDENTURE IS made on the f~ day of December, 2004, between UBERTY REALTY GROUP, LLP, a Flonda limIted liability partnership, whose post office address IS 1617 Gulf to Bay Boulevard, Clearwater, FL 33755 ("Grantor") and LIBERTY BANK, a Flonda corporatIon, whose post office address IS 1617 Gulf to Bay Boulevard, Clearwater, FL 33755 ("GranteeU) WITNESSETH Grantor, for and In consideratIon of Ten Dollars ($10 00) and other good and valuable consIderation to Grantor In hand paId, the receipt and suffiCIency of which are hereby acknowledged, has granted, bargained and sold to Grantee, and Grantee1s heirs, successors and assigns forever, the follOWing descnbed land situated In Plnellas County, Flonda Lots 3) 4, 1 g, 20 and 21, LONGVIEW, according to the Plat thereof, recorded In Plat Book 11, page 38, of the PublIc Records of Plnellas County, Florida Real Estate Tax Parcel Number 14/29/15/52938/00010030 Grantee1s Tax Identification Number This Deed has been prepared without the benefit of a title search SUBJECT to applicable land use and zonIng restnctlons and to easements, reservations and restrictions of record, If any, which are specIfically not reImposed or extended hereby, and to taxes for the year 2005 and subsequent years This conveyance is subject to minimum tax in accordance with F.A.C. 128~ 4.012(6). TO HAVE AND TO HOLD the same, together with all and smgular appurtenances thereunto belonging or In anYWise appertaining, and all the estate, right, " .. tItle, Interest and claim whatsoever of Grantor, either In law or eqUIty, to the only proper use, benefit and behoof of Grantee IN WITNESS WHEREOF, Grantor has executed this deed the day and year above written vVITNESSES LIBERTY RE L TY GRO:;Z:P, LLP L Flonda limited lIab parto,shlP ~/ III d.U't--- ~ o ~~~WW: r--:=- -- -7/0 I L Nt - 8 alE !!!Jj PLANNING & DEVELOP~NT I SERVICES CITY OF CLEAR WATER 5T ATE OF FLORIDA COUNTY OF PINELLAS o#v The foregOing Instrument was acknowledged before me this 7. day of December, 2004, by David M Vosen, as partner of LIBERTY REALTY GROUP, LLP, a Flonda limited liability p~n fjhl of the partnership He IS personally known to me or has produced ~ -m=..-. Notary Public ~ My commiSSion expires ORIGINAL #333339 v1 - liberty BankILlberty RealtylDeed ~;;1'4;IJt"T i'.f!,l~ Chorlsse Mmle ~, :i MY COMMISSION # CC9S462G EXPIRES ~~' March::O 2005 ,..r,,,il\'" !.ONOEO T1tilJ lI~or FAI.. tl5UWict we. -2- rJ zozu. - r~.. 2. 00 t:)S>r.... -I-' '" ..." \fv -.. I / " => "="\. Florida Department of Transportation JrB HV"H (,OV! [~"OR March 31, 2005 TBE Group, Ine Bryan Zarlenga, P E 380 Park Place Blvd, SUIte 300 Clearwater, FL 33759 Subject Dramage ConnectIon Penrut ApphcatIOn Project Name Liberty Bank PermIt Number 04-D-799-0087 Section Number 15040 S R 60 M P (Sta) Number 1 979 County Pmellas Date Received 12-6-04 Date Resubnutted 3-7-05 Date Completed 3-31-05 Chapter 14-86, Flonda Adrmrustrattve Code Dear Mr Zarlenga IO"E ABRfU ....r-CI{[T -\ [(V ORIGINAL o ~(G~~W[E} !,--- , - -,-- --'II , , ~ - R ?r1r/i PLANNING & DEVELOPM~NT SERVICES CITY OF CLEARWATER , j j , f I . I -~,/ : ! We have completed our technIcal review of the Dramage ConnectlOn Perrmt ApphcatlOn for the subject project The subnutted mformatlOn, plans and draInage calculatIons mdlcate the proposed constructIOn 1S m complIance WIth Chapter 14-86 003(3) We recommend a Dramage Connection Pernut be Issued to applicant as requested If you need further aSSIstance m the pernuttIng process for tms project, please do not heSItate to contact me at (813) 975-6787 Smcerely, \ /J r\ A~ I (j J 'Powanda John powanda@dot state fl us DraInage DeSIgn cc Bnan Bennett, Pmellas Mamtenance Megan Arasteh, P E , Dlstnct DraInage Engmeer H \DRAINAGEIe\Dramage Connecllon Pemul\Dramage ConnectIon Pernuts - 2004\04-D-799-0087 Llbem Bank\Pmel1as2 doc ~.dotstateflus @ RECYClED PAPER A"l~1Ja1 C~OCfil1n"y .E....,..O'l~ watscm L. H8fIleS II Chelr, Pmellas Heldl B. McCnIe Vice Chelf Hlllscorcugh J IllDtb C. Wblt&ll8llll Se cretary, '"Ie mend 0 Talm8dge Go .. Jerry~ RIce Treasurer Pasco EdWlll'd W ChlUlc:e Manatee Thoma.. G. DaInIll)' Sares otl'! MflgglII N Domingue!. Hili scorougn RDtUtle E. l>Ilncan PmellilS Ronald C JohmlOn Polk Jomet D. Kovach '"IllIsoorougn petay C Symllft& DeSoto D8v1d L Moore Vecl.!'.Jve Director GenII A. Heath AsSI stant Executive Director William S. BU8ftky Gene a I Couns e I ~ [.rt f Y (f;/a /.A /4 Southwest Florida Water iVIanagement District ~~--" 2379 Broad Street, Br:}oksvlUe, 90nda 3.4604-6899 (352) 796-72.11 or 1-800.423-1476 (Fl only) SUNC:)M 6284150 TDD onlv 1-800-23::..-61.03 (Ft only) On the Internet at. WaterMatters org Bartow Sal'VlCII Offl"" :70 :entury Sculevaf(l Sarwv Flonda 33e::3o.t7QO (863) 534-1448 or _ -a0CJ.492 7862 (1''- only) SUNCOM 572-6200 lecar1tc Sarvl ce Office 3600 Wes' Sovereign Path Surte 226 Lecanto. Ronoa 34461.,8070 (152) 527-8131 SUNCOM 667327.1 Sarasota Service Office 6750 Frultvllle Ro ad Sarasota Ronda 34240-97:..:. (941) 377.3722 or 1.,800320-3503 (F~ onlyl SUNCOM 531-6900 Tampa Senlce Office 7601 H,ghway 301 Nortll Tampa Romle 33637-(;759 (81.3) 985-7481 or 1-800-836-0797 (FL only) SUNCOM 57&2070 January 10,2005 ORIGINAL rr=- ------~ ~EiS~;o:ulevard,SUtte220 'Iro~~(G~!~[~ I//-\\! Clearwater, FL 33759 I fJn 11 APR ): I ) r SubJecr Notice of Final Agency Action for ApproY~1 I U L - FJ Inn'i :; 2 ERP General for Minor Systems ___ i - Permit No 46028091 000 PLANNING & DEVELOPMENT PrOject Name Uberty Bank SERVICES J County' Plnellas CITY OF CLEARWATER SeclTwp/Rge. 14/29S/15E J Dear Mr Vosen ThiS letter constItutes notice of Final Agency Action for approval of the permit referenced above Final approval IS contlngent upon no objection to the DIstrict's action being receIved by the Dlstnct within the tIme frames deSCribed below You or any person whose substantlalmterests are affected by the Dlstnct's actIon regarding a permit may request an administrative hearrng 10 accordance With Sections 120.569 and 12057, Flonda Statute (F S), and Chapter 28-106, FlondaAdmlmstratrve Code (F A C), of the Uniform Rules of Procedure A reauest for hearIng must (1) explam how the substantial mterests of each person requestmg the hearmg wllf be affected by the Dfstnct's action, or proposed action, (2) state all matenal facts disputed by the person requestmg the hearing or state that there are no disputed facts, and (3) otherwfse comply wtth Chapter 28.106, F.A C Caples of Sections 28.1 06 201 and 28-1 06 301, F.A Care enclosed tor your reference A request for heanng must be filed WIth (received by) the Agency Clerk of the Dlstflct at the Dlstnct's BrooksvlHe address wlthm 21 days of receIpt of thiS notice ReceIpt IS deemed to be the fifth day after the date on which thiS notIce IS deposrted In the Umted States mall Failure to file a request for hearrng within thiS time penod shall constItute a waIVer of any right you or such person may have to request a heanng under Sections 120569 and 120.57, F S Mediation oursuant to Section 120573, F S., to settle an administrative dIspute regardmg the Dlstrrct's action In thiS matter IS not available prior to the fIling of a request for heanng. Enclosed IS a "Notlcmg Packet" that prOVides Information regarding the Dlstnct Rule A.OD.1.1010, F A.C, whlcn aadresses the notification of persons whose substantia! Interests may be affected by the District's action In thiS matter The packet contains gUidelines on how to prOVide notIce of the Dlstnct's action, and a notice that you may use Tne enclosed aoproved construction plans are part of the permit and construction must be In accordance WIth these olans. Permit No 46028091 000 Page 2 January 10,2005 If you have auestlons concerning the permit please contact Arenee F ''Teena'' Smith, at the Tamoa ServIce Office, extension 3109 For assistance wrth enVIronmental concerns, please contact Joseph F Andress, extension 2073 Sincerely, O/L~ Alba E Mas, P E., Director Tam pa Regulation Department AEM:AFS'elb E..,clcsures' Aporoved PermIt w/ConditJons Attached Aoproved ConstructJon Drawings Statement of Completion NotIce of AuthorizatIOn to Commence ConstructIon Noticing Packet (42.00-039) SectIOns 28-106 201 and 28-106.301, FA C. celenc Ftle of Record 46028091,000 Bryan L. Zarlenga, P Eo, TBE Group, Inc. ORIGINAL IIJl~(C~fWlb i: ;::~I -- , ' ull APR _ R m -', i - /)1 L ;, ~ ,,--'" , PLANI':JJNG & OEVElOPM~NT SERVICES CITY OF CLEARWATER i I ! SOUTrfWEST FLORIDA WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE GENERAL FOR MINOR SURFACE WATE:=! MANAGEMENT SYSTEMS PE9.MJT NO 46028091 000 I !:xDlratlon Date: January 10, 2010 I Issue Date January 10,2005 ThIS permit IS Issued under the provIsions of Chapter 373, Florida Statutes (F S ) and the Rules contained In Chapters 40D-4 and 40D-40, Flonda AdmInistrative Code (F A C) The permit authOrizes the Permrttee to proceed wrth construction of a surface water management system In accoraance with the Information outlined hereIn and shown by the aophcatron, approved draWings, plans, soeclflcatrons, and other documents, attached hereto and kept on file at the Southwest Flonda Water Management Dlstnct (Dlstnct) Unless otherwIse stated by permit specIfic condition, Dermlt Issuance constitutes certIfIcation of complIance With state water quality standards under Secnon 401 of the Clean Water Act, 33 use 1341 All construction, operation and mamtenance of the surrace water management system authorIZed by thiS permIt shall occur m compliance witt', Flonda Statutes and AdminIstrative Code and the condrtlons of thIS Demit PROJECT NAME: Liberty Bank GRANTED TO: Liberty Realty Group 2963 Gulf to Bay Boulevard, SuIte 220 Clearwater, FL 33759 ABSTRACT: ThiS perrmt authonzes the constructIon of a 0.96 acre commerCIal DroJ8Ct, Includmg a 10,600 square foot bUlldmg WIth dnveways, aSSOCiated parking and stormwater management raclht!es Runoff from the project area IS conveyed to the proposed stormwater pond via stormwater Inlets WaIer quality treatment IS provIded In the pond through an on-line retention system OP. & MAt NT. ENTITY. liberty Realty Group COUNTY: Plnellas SECfTWPIRGE: 14/29S/15E TOTAL ACRES OWNED OR UNDER CONTROL: 0.96 PROJECT SIZE. 0.96 Acre LAND USE' CommercIal ORIGINAL r- re (~~O~7~- o !lS~~~\i/I~~! i ) 1\1 l APR - 8 2lJl'i \...:!) PLANNING & DEVELOPMENT SERVICES CfTY OF CLEARWATER -' DATE APPLICATION FilED: December 1,2004 AMENDED DATE: NlA SPECIFIC CONDITIONS If the ownership of the project area covered by the suoJect permit IS dIVided WIth someone other than the Permrttee becommg the owner of part of the project area, thIS permt. shall terminate, purs uant to Sec+Jon 400-1 6105, F A C In such sItuattons, each land owner shall obtain a perm It (wnlch may be a modification of tnls permit) for the land owned by that person ThIS conditIon snail not apply 10 the dNlSlon and sale of lots or units In reSlcentla[ SUOdlvlSlons or conoomlnlums Perm It No 46028091 000 Page 2 January 10, 2005 2 Unless soectfled other'lNlse herein. two eODles of aU Information and reports reoUlred by this Dermlt snall De submitted to Tampa Regulation Department Southwest Flonda Water Management Dlstnct 7601 U S Highway 301 North Tampa, FL 33637-6759 The permit number, tItle of report or informatIon and event (for recurnng report or InformatIon subm lttal) s nall be Identified on all Info rm atlon and reports subm Itted. 3 The Permittee shan retain the design engineer, or other professIonal engineer registered In Florloa, to conduct on-site observatIons of constructIon and assIst wIth the as.bUllt certification reqUIrements OT this project The Permittee snallmform the Distnct In wntlng of the name, adaress and phone number of the professional engmeer so employed ThIs InformatIon shall be sucmltted pnor to construction. 4 Withm 30 days arter completion of construction of the permitted activity, the Permittee shall submrt to the Tampa Service Office a wntten statement of completIon and certificatIon by a regIstered proTesslonal engineer or other appropnate mdlVldual as authonzed by law, utilizing the required Statement of Completion and Request TOr Transfer to Operation Entity form IdentifIed In Chapter 400-1 659, F A.C , and signed, dated and sealed as-buIlt arawlngs The as-bUilt drawings shall Identify any deViatIons from the approved construction drawings 5 The District reserves the nght, upon prior notIce to the Permrttee, to conduct an-sIte researcn to assess the oalJutant removal efficIency of the surface water management system The Perrnlttee may be required to cooperate In thIS regard by allowing on.srte access by DIstrict representatives, by aHowlng the InstallatIon and operation of testing and monrtonng equIpment, and by allOWIng other assIstance measures as needea on site. 6 For dry bottom retention systems, the retentIon areas shall become dry wrthln 72 hours atter a rainfall event If a retention area IS regularly wet, thIS SItuation shall be deemed to be a v!olatlon of thiS permrt 7 The operation and maintenance entity shall submit Inspection reports In the form required by the Dlsmct, In accordance WIth the follOWIng scnedule. For systems utiliZing retention or wet detention, the Inscectlons shall be performed two (2) years after operation 15 authonzed and-every two (2) years thereafter. 8 ThiS permIt IS Issued based upon the Permittee's certification that the surface water management system meets all applicable rules and sOeCtflcatlons, Including the ConditIons far Issuance of Perm Its prOVIded 10 Rule .d.OD-40 301 (1), F A. C. If at any tlm e rt IS determIned by the Dlstnct that the ConditIons for Issuance have not been met, upon wTltten notice by the Dlstnct, the Permrtlee shall obtain a permit modrficatlon and perform any constructIon necessary thereunder to correct any defICIenCies In the system deSIgn or constructIon to meet Drstnct rule'crItena, The PermIttee IS adVIsed that the correction of defiCienCIes may reqUire re.constructlOn of the surface water management system -, o ~(C~l~~r~;: PLANNING & DEVELOPMENT \ SERVICES CITY OF CLEARWATER I ORIGINAL' Permit No 46028091.000 Page 3 January 10, 2005 GENERAL CONDITIONS 1 The general conditions attacned hereto as ExhlOlt "A" are hereby Incorporated Into thIs permit by reference and the Permittee shall comoly with them t1/t~M Authorized Signature -' ORIGINAL ---~----------........., o ~(C~~~~! ;-'; r----- --1) I I I Ann. \ I ,'I , ADR 1'11'1 , tv"' _ 8 2005 : ! .- f i'~ PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER '1:l "" (JO <0 -l ::r 1ii Cl "tJ "E. o ~ i5 ::J ~ 0- (l) @;! < 1ii m ::E fI1 <il l1l A...., l1l<il-t ::J2:r Cl..__ '<"E.cn g5'Ci.i ::E"" z =~o 0"l1l-t (ll "tJ > ::J"E.""C a - :::"Qm :'I......" <ili5, o.::J~ ffi5'-t ...... ..., a l1l -"tJ ::r(ll (ll ..., g ;! 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N >- 0'1 ,., N ., o = ~ z o CL W CoverSheet ORIGlMAl FLD2004-11080 1611 GULF TO BAY BLVD Date Received: 11/23/2004 LIBERTY BANK ZONING DISTRICT: C LAND USE: CG ATLAS PAGE: 297B PLANNER OF RECORD: KLG RECEIVED FER () 3 2005 PLANNING DEPARTMENT CITY OF CLEARWATER C L W CoverSheet FLD2004-11080 1611 GULF TO BAY BLVD Date Received: 11/23/2004 '-~ LIBERTY BANK ZONING DISTRICT: C LAND USE: CG ATLAS PAGE: 297B PLANNER OF RECORD: NOT ENTERED ~ ~@~UW~ ~ _ NOV 2 3 200~ -J PLANNI~. & OEVElOPMENT :iVCS CITY Of ClEARWATER dUauUo-O'DD ~Gd~\Al 01 TIf;, <><>"" ~~~ ~",."............~X"" ~ ~""..! ~#~r~~ ~~..,\\ I,,~*~ ~ ~ "~~" " . '" I:l= - - , "..-,... ","" "'. = -=-1;} "'~~ -:.==- !Q/:l' "'\f~~ --=... ;:;:'4 ~y~....- ,.,~-;~ o.:r.IIJ~"61..~~~\ "'<>........../'/ r~\\, dGGG QQ?lOOUU CITY OF CLEARWATER loNG IV.NGF PlANNING DEVELOPMENT REvIEW PLANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FlORIDA 33758-4748 MUNICIPAl SrRVlCES BUIWIl\G, 100 SOUTIl MYRTL~ AVl\JUh, ClI.ARWATER, FlORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562~4576 November 9,2005 Mr MarkParry TBE Group Inc 380 Park Place Blvd, SUIte 300 CleaIW'ater, Flonda 33759 Re LIberty N atlOnal Bank (BCPFLD2004-113 82) 161I/1617 Gulfto Bay Blvd Dear Mr Parry Sorry to hear of the unantIcIpated delays on the LIberty Bank project Our staff revIewed the file and drove by the SIte We conclude that substantial progress IS bemg made toward completion of the permanent SIte Improvements Your request for a smgle tIme extens10n to allow for the contmued operatIon of the temporary modular bank through January 31, 2006 IS reasonable and granted The temporary facIl1ty 1S meetmg a servIce need of the neighborhood If you have any questions, please do not hesItate to call Nell Thompson, AICP, Development Rev1ew Manager, at 727-562-4557 Sincerely, MIchael Delk, AICP Plaruung Director S IPlanmng DepartmemlC D BIFLEX (FLD)IPendmg cases\Upfor the nexr COB I Gulf to Bay 161/ Liberty Bank (C) 4 1905 CDB - WW1Gulf to Bay /61 I COB Contmuanu Leller 32505 doc I BR1~N J AUj\(,~ I, MAYOR 1< RA,\ K IllllllilRD, VllL l"lA \. Oil Bill J 01\ '>ON, LOUN( IL~IL\lI\LIl * Hon HA\lILlOI\ (Oi,JNC IDII \tBLR CAllI rN A PI I LI6rN, C OllN( 'IL\II \lflrR "cQU -\L bII'LOY\IJoN I INO AI rlRMA llVl At. liON blPLOl LR" November 1,2005 Mr Nell Thompson, AICP Development Review Manager Plannmg Department MUnICIpal ServIces BUIldmg 100 S Myrtle Ave Clearwater, FL 33756-5520 RE LIberty Bank Development, BCP2004-11382 1617 Gulf to Bay Boulevard / Dear Mr Thompson As you may be aware, the Liberty Bank project IS proceedmg per the approved site plans However, the conditiOn of the above referenced bUlldmg permIt that requires the cessation of the temporary bank use operation on or by Saturday, November 18, 2005 IS unhkely due to unavoidable and unanticipated constructIOn delays The eXI5.tIng, temporary bank bUlldmg prOVides an Important service to the sUIToundmg neighborhood and the commumty as a whole Therefore, the bank IS requestmg a smgle tune extensIOn whereby operatIOns of the temporary modular bank Will cease on or by January 31, 2006 This WI\! prOVIde ample time for the completIOn of the bank bUlldmg and for the operatlon5. currently m the modular bUlldmg to move mto the completed bUlldmg Should you have any questiOns, please do not hesitate m contactmg me directly at 727431 1587 or VIa ematl at mparrv@tbegroup com Smeerely, TBE Group, Joc Mark T Parry SenIor Planner ee Alan Grandoff, Llbcrty Bank Phtl Dogamero, Liberty Bank Bryan Zarlenga, TBE Group (. IDocumelllS ond SellUlg~ Ined 111 omps on ILowl Sellmgs I I empOI 01 y 11l1!?1 nel riles 10LK! 31111 Thompson 10-3 ! -05 doc PLANNING '.PARTMENT 100 S MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 PHONE 727-562-4567, FAX 727-562-4865 Kr.', ~l.IRKE. CLERK OF COURT F" AS COUNTY FLORIDA IN::.. '" 2005190956 05f18f2005 at 09 06 AM OFF REC BK 14320 PG- 1559-1559 DocType AGM RECORDING $10 00 DECLARATION OF UNITY OF TITLE Property Owner Liberty Bank Property Address 1617 Gulf to Bay Boulevard KNOW OF ALL MEN BY THESE PRESENTS, that pursuant to the ordmances of the City of Clearwater pertammg to the Issuance of bUlldmg permits and regulatmg land development actlV1t!es, the underslgned, bemg the fee owner (s) of the followmg descnbed real property situated m the CIty of Clearwater, County of Pmellas and State ofFlonda, to Wit Lots 3, 4, 19,20 and 21 of map or plat entitled "Longvlew", as recorded in Plat Book 11, Page 38, of the public records of Pmellas County, Florida. do hereby make the followlOg declaration of conditIOns, hmItatlOns and restnctlons on said lands, hereafter to be known and referred to as a DECLARATION OF UNITY OF TITLE, as to the followmg partIculars 1 That the aforesaId plot or combmatlOn of separate lots, plots, parcels, acreage or portIOns thereof, shall hereafter be regarded as and IS hereby declared to be Unified under one title as an mdlV1sIble bUlldmg site 2 That the saId property shall henceforth be considered as one plot or parcel of land, and that no portIOn thereof shall be sold, assigned, transferred, conveyed or deVIsed separately except m ItS enttrety, as one plot or parcel of land 3 That thIS Declaration of Umty of TItle shall constItute a covenant to run WIth the land, as provided by law, and shall be bmdmg upon the underSIgned, and the helTS, successors and assigns of the underSigned, and all parties c1almmg under them unbI such time as the same may be released 10 wntmg under the order of the City Manager of the CIty of Clearwater The underSIgned also agree(s) that thIS mstrument shall be recorded In the publIc records of Pmellas County, Flonda SIgned, sealed, witnessed and acknowledged thIS Cleaf\Vater, Flonda 17 day of May , 2005, at 01t~7# L DaVld Vosen/President & CEO ;t;i'tf~ Pauline 0 Harshberger =~' .". ~ ~ Comrm8llOn' OD370218 ~~~~ Expires December 16. 2008 ), ....~~ , _ IN:- IQOo38501lt1D ,ffd''o SoMelIllOY "-,,,. The forcgomg Instrument was acknowledged before me thls 1 7 day of Mi'lY ,2005, by Da V ld Vas en , on behalf of whom the Instrument was executed ~b~ Not""P,bh,S,gn_ f'l!l.Ul..t 1Ilf:.. Cl J.\~,,j..~k:II2.Jt~~ Name of NOlary Printed Notary CommIssIon Number DD37D2IS (SEAL ABOVE) Personally known r/ or produced IdentificatIOn Type ofldentdicatlOn produced F 1 D/L V2 5 0-1 7 3- 47- 334 - 0 ~ TO Wayne Wells FROM: David Vosen (121) 196-2700 DATE May 18,2005 RE' Declaration of Unity of Title 1 . d 8l.80 - ~ ll. -l.en MEMO 03:JA.HI3B I 1 d81 : 10 SO 81 F\fi!'1-.I PLANNING aPARTMENT 100 S MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 PHONE 727-562-4567, FAX. 727-562-4865 I ....RKE, CLERK OF COURT p'C1;'1tA.s COUNTY FLORIDA INST# 200519095605/1812005 at 0906 AM OFF REC BK 14320 PG 1559~1559 DocType.AGM RECORDING. 510.00 DECLARATION OF UNITY OF TITLE Property Owner. Liberty Bank Property Address 1617 Gulf to Bay Boulevard KNOW OF ALL MEN BY THESE PRESENTS, that pursuant to the ord1Oances of the CIty of CleaIVIater pertammg to the Issuance of bulldmg pernuts and regulatmg land development aCTIVIties, the understgned, bemg the fee owner (s) of the followmg descnbed real property sItuated 10 the CIty of CleaIVIater, County of Pmellas and State ofFlonda, to Wlt Lots 3,4, 19,20 and 21 of map or plat entitled "Longview", as recorded 10 Plat Book 11, Page 38, of the public records ofPjneUas County, Florida. do hereby make the followmg declaratlOn of condltlons, hl111tatlOns and restnctlOlls on saId lands, hereafter to be knO\VT1 and referred to as a DECLARATION OF UNITY OF TITLE, as to the followmg parttculars That the aforesaid plot or combmatlOn of separate lots, plots, parcels, acreage or portions thereof, shall hereafter be regarded as and IS hereby, declared to be umfied under one title as an mdlVlslble buddmg site 2 That the saId property shall henceforth be conSIdered as one plot or parcel of land, and that no portlOn thereof shall be sold, asSIgned, transferred, conveyed or deVlsed separately except In Its enhrety, as one plot or parcel ofland 3 That 11m DeclaratIOn of Umty of Title shall constItute a covenant to run With the land, as proVided by law, and shall be bmdmg upon the underSigned, and the helTs, Successors and assIgns of the underSigned, and all partles clalmmg under them untll such time as the same may be released m wntmg under the order of the Clty Manager of the City of Clearwater The undersIgned also agree(s) that this mstrument shall be recorded In the public records of Pm ell as County, Flonda SIgned, sealed, witnessed and acknowledged thiS Clearwater, Flonda 17 day of May , 2005, at otJt~-4.L Dav~d Vosen/President & CEO ef'i..'tt'o/ Paulme D Harshberger =~f;. ,~CoITlO1l8SfOn" 00370218 ~a)~.:# Explres December 16, 2008 1,/,\"f,\itF ~T"1F.h ._In<. ~ The foregomg Instrument was acknowledged before me thiS 1 7 day of MAY ,2005', by DFl v 1 n Vog en . on behalf of whom the Instrument was executed ~Jb~~ NotuyPob'"S.go".", PAul..! l'IIr.: 1) UAtt\u.~r.1l2 6-r--,e Name of NOlary Pnnted . I Notary COtnmls$tan Number DD ~ 7n 213 (SEAL 4.BOYE) Personally known ~ or produced ldentlficatlOn Type ofldentliicatlOn prodUCed F] D IT. V2 50-173- 4 7 - 33 4-0 Z'd Bl.BO- Z 1l.. -1.21. 03:J^1~3aIl dB 1 : 10 SO B 1 Fi;12'1oJ .,..... .......- tIlJJJ!J1ltd.o-,.., ~~'I.% ~ 1\ lOF Flit"X"" ~\~~... -~W''''''I~ lb;::~~_ l:!~~.." "'../ - ~~" I~"" ... o,Q~~,\\j;, ';.,~~ to ~~ ' . q "'~':. --=- ^ " ~q ~itr' ';. '::-:==... ~~ ~~~. -- ..~~\(j ~ .......r.::-~ ..' " - If J~~'''' ,:'V ~\ ~...............,.., 1E~t f.tt '''.4P6,1I CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE Box 4748, ClEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVlCFS BUlI.DING, 100 SOUTH MYRnE AVENUF, CLEARWAI ER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 loNG R"'-NGE PlANNING DEVELOPMENT REvIEW Apnl 25, 2005 Mr Bryan Zarlenga TBE Group Ioc 380 Park Place Blvd, Smte 300 Clearwater, Flonda 33759 RE Development Order - Case No FLDZ004-lI080 1611 - 1617 Gulf to Bay Boulevard Dear Mr Zarlenga This lettcr constItutes a Development Order pursuant to SectIOn 4-206 D 6 of the Commumty Development Code On Apnl 19,2005, the Commumty Development Board reviewed your request for FleXIble Development approval (1) to permit retail sales and service (bank) and offices In the CommercIal District wIth a reductIOn to the front (north) setback from 25 to 23 5 feet (to pavement), a reductIon to the front (east) setback from 25 feet 20 feet (to bmldmg), an mcrease to bmldmg height from 25 feet to 28 feet (to roof deck) with an addIhonal 3 33 feet for parapet (from roof deck) and an addltlonal 883 feet for architectural embelhshments (from roof deck), a reductiOn to reqUIred parkmg from 38 to 35 spaces and a devlatton to allow dIrect access to a major artenal street (Gulf to Bay), as a Comprehensive Infill Redevelopment ProJect, under the provIsiOns of SectIon 2-704 C, (2) to permit non- reSIdentIal parking m the MedIUm DenSity ResIdential DIstnct with a reductton to front (east) setback from 25 feet to 15 feet (to pavement) and a deViatIon to place landscapmg on the mSIde of the buffer fence along the west and south Sides of the property, as a ResIdential Infill ProJ ect, under the provIsIons of 2~304 G The Commumty Development Board (CDB) APPROVED the apphcatlon with the foHowmg bases and conditions Bases for Approval 1 The proposal complies with FleXible Development cntena as a Comprehensive Infill Redevelopment Project and ResidentIal Infill ProJect, per SectIOn 2-704 D and SectIon 2-304 G respectl vely 2 The proposal IS m compliance with other standards In the Code mcludmg the General Applicablhty Cntena per SectlOn 3-913 3 The proposal IS compatIble With the surrounding area and WIll enhance redevelopment efforts ConditIons of A~proval I That the final deSIgn and color of the blllldmg be conSIstent wlth the conceptual elevations submitted to, or as modified by, the COB, 2 That a Umty of Tide be recorded m the publIc records pnor to the Issuance of any permits, HRlAN J AUNG'n, IViAYOR-COM,\'\I~SlONrR HoYT HAM1I10N, VICF M/LYOR-COMMI~S[ONFR WHITNEY GRAY, CO\\\\I"'~[OMl( I RANK HlijllARD, COMMISSIONER * BII [ jON,>ON, COM~II"~[O,\FR "[QUAI EMPIOYMI Nl AND AI I IRM",-lIYF ACllON E~IPIOYFR" ....... .... Apn125,2005 Zarlenga - Page Two 3 That all proposed on-site utJiltles (from the nght-of-way to the proposed buildmg) and for the sIte frontage along and wlthm the Yelvmgton Avenue nght~of~way be placed underground pnor to the lssuance of a Certificate of Occupancy, 4 That all Fire Department reqUIrements be met pnor to the Issuance of any permits, and 5 That all Parks and Recreation fees be paId pnor to the Issuance of any permIts Pursuant to SectlOn 4-407, an apphcatton for a bUildIng permIt shall be made withIn one year of Flexible Development approval (Apnl 19, 2006) All reqUired certificates of occupancy shall be obtamed wlthm one year of the date of Issuance of the bUlldmg penmt Time frames do not change with successive owners The CommuOlty Development CoordInator may grant an extensIon of hme for a penod not to exceed one year and only wlthm the ongmal penod ofvahdIty The CommuOlty Development Board may approve one additIOnal extenslOn of time after the cOillmuOlty development coordmator's extensIOn to Inlttate a bUlldmg permit apphcatlOn The Issuance of thiS Development Order does not relieve you of the necessity to obtam any bUildIng permits or pay any Impact fees that may be required In order to facIlttate the Issuance of any permit or hcense affected by thiS approval, please bnng a copy of thiS letter With you when applYIng for any permits or hcenses that reqUIre thiS pnor development approval Additionally, an appeal of a Level Two approval (FleXible Development) may be InIttated pursuant to SectlOn 4-502 B by the apphcant or by any person granted party status wlthm 14 days of the date of the COB meetmg The fihng of an applicatton/notlce of appeal shall stay the effect of the decIslOn pendmg the final determmatlOn of the case The appeal penod for your case expires on May 3, 2005 (14 days from the date of the CDB meetmg) If you have any questtons, please do not hesitate to call Wayne M Wells, Planner III, at 727~562-4504 You can access zomng mformatton for parcels WlthIn the City through our webslte www myclearwater com/gov/deots/plannmg *Make Us Your Favontel MIchael elk, AICP Plannmg DIrector S IP!anl1lng Departmel1l1C D BlFLEX (FLD) IJnaCllve or Finished ApplicflllonslGulf 10 Bny 1611 -J 617 l-lberry Balik (C) " Approved\Gulflo Bay 16J 1-16/7 Development Order doc PLANNING DEPARTMENT 100 S MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 PHONE 727-562-4567, FAX 727-562-4865 DECLARATION OF UNITY OF TITLE Property Owner Liberty Bank Property Address 1617 Gulf to Bay Boo levard KNOW OF ALL MEN BY THESE PRESENTS, that pursuant to the ordmances of the City of Clearwater pertammg to the Issuance ofbUlldmg permits and regulatmg land development actIvItIes, the undersIgned, bemg the fee owner (s) of the followmg descnbed real property situated m the CIty of Clearwater, County of Pmellas and State of Flonda, to Wit Lots 3, 4,19,20 and 21 of map or plat entitled "Longvlew", as recorded m Plat Book 11, Page 38, of tbe public records of Pinellas County, Florida. do hereby make the followmg declaration of conditIOns, hmltatlons and restnctlons on saId lands, hereafter to be known and referred to as a DECLARATION OF UNITY OF TITLE, as to the followmg partIculars That the aforesaid plot or combmatlOn of separate lots, plots, parcels, acreage or portions thereof, shall hereafter be regarded as and IS hereby declared to be umfied under one tItle as an mdlvlsIble bUlldmg slte 2 That the said property shall henceforth be consIdered as one plot or parcel of land, and that no portIOn thereof shall be sold, aSSigned, transferred, conveyed or devised separately except m ItS entirety, as one plot or parcel ofland 3 That thiS Declaration of Umty of Title shall constitute a covenant to run With the land, as provided by law, and shall be bmdmg upon the underSigned, and the heirs, successors and assigns ofthe underSigned, and all partIes clalmmg under them until such time as the same may be released m wntmg under the order of the City Manager of the City of Clearwater The underSigned also agree(s) that thiS mstrument shall be recorded 10 the public records of Pmellas County, Flonda Signed, sealed, witnessed and acknowledged thiS Clearwater, Flonda day of , 2005, at WITNESSES OWNER (S) STATE OF FLORIDA COUNTY OF PINELLAS The foregOing Instrument was acknowledged beforc me thIS , 2005, by behalf of whom the Instrument was executcd day of , on Notary Pubhc SIgnature Name of Notdry Pnnted Notary CommissIon Number (SEAL ABOVE) Pcrsonally known or produced ldenll ficatlOn Type of ldentlfkatlon produced ~- Wells, Wayne From. Sent To. Subject Wells, Wayne Thursday. April 14, 2005 11 11 AM 'bzarlenga@lbegroup com' Staff Report for the Apn119, 2005, COB meeting Bryan - Attached IS the Staff Report for Case F L02004-11 080 for 1611 - 1617 Gulf to Bay Bou levard for the Apnl 19, 2005, CDS meeting at 1 00 pm I have given to Mark Parry a signed version for you Please let me know If the conditions are acceptable or nol, preferably by 1000 am on Monday. Apn118, 2005 If you have any questions, feel free to call me Thanks Wayne ~ Gulf to Bay 611-1617 Staff Re 1 ~ rra 110' U.l1:i:>" ~ ~~~~fij.o' rlliJr- ~~'~~I'I~III'r~~X~ ~...:.;:." I ~!'~.. t'QC;S",IfIt"',,\ 1/ I ~ ~Q l:l~" \.~ ...~. --=- J -=:ell! ..~';,~" V~~ ..". ~ ':. --=.;-_ ~f;.~~~ .. ~..~~ 'c:s ~~ .........~~~ jt,J ..' - 7Pl~u>" '<<~ .... ~"''''''''/) TERfll'~I'" 4111 CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVlCES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TFIFPHONE (727) 562-4567 FAX (727) 562-4576 loNG RANGE PtANNING DEVELOPMFN r REviEW March 25, 2005 Mr Bryan Zarlenga TBE Group Inc 380 Park Place Blvd, SUIte 300 Clearwater, Flonda 33759 Re Commumty Development Board Meetmg (Case No FLD2004~ 11080) Dear Mr Zarlenga The Commumty Development Board (CDB) at theIr meetmg on March 22, 2005, contmued the above referenced request to their Apnl 19, 2005, meetmg The request IS for FleXIble Development approval (1) to permIt retail sales and servIce (bank) and offices m the CommercIal DIstrIct wIth a reductIOn to the front (north) setback from 25 to 23 5 feet (to pavement), a reductIOn to the front (east) setback from 25 feet 20 feet (to bmldmg), an mcrease to bmldmg heIght from 25 feet to 28 feet (to roof deck) WIth an addItIonal 3 33 feet for parapet (from roof deck) and an addItIonal 8 83 feet for archItectural emhelhshments (from roof deck), a reductIOn to reqUired parkmg from 38 to 35 spaces and a devmtIOn to allow dIrect access to a major artenal street (Gulf to Bay), as a ComprehensIve Infill Redevelopment Project, under the provlSIons of SectIon 2-704 C, (2) to permIt non-resldentml parkmg m the MedIUm DenSity ReSidentIal DIstnct WIth a reductIOn to front (east) setback from 25 feet to 15 feet (to pavement) and a devmtIOn to place landscapmg on the mSlde of the buffer fence along the west and south Sides of the property, as a ResIdentlal Infi.ll Project, under the provlsIOns of2-304 G, for property located at 1611 Gulno Bay Boulevard If you have any questIOns, please do not heSItate to call Wayne M Wells, AlCP, Planner III, at 727-562-4504 Cynthm H Tarapam, AICP Plannmg DIrector S IPlannmg Deparlmenr\C D B\FLEX (FLD) IPendmg caseslUpfor rhe ne;rl CDB\GlIlfw Bay 1611 Llberly Bank (C) 4 1905 CDB - WWlGIIIf 10 Bay 16/1 CDS Conrmllance Leifer 32505 doc BRIAN J AUNG'; r, 1>11. YQR COMW~SIONFR HOYT Ho\MIITON, VICF MAYOR COMMI''ilONI R Will rNLY GRAY, CO\IMb~IOr-1 R FRANK j-!IKBARD, COMMI:'SIONFR * Bill J01\';ON, CO\I\II,~IOr-1 R 'T QUAI EMPLOYM~ 1'1 rAND AFII RMA IIVI ACTION hlPI m 1 R" 2 \ FLD2004-11080. 1611 Gulf to Bay Boulevard March 8,2005 The legal advertIsement for the March 22,2005, Commumty Development Board (CDB) meetmg agenda dId not Include the reduction to reqUIred parkmg from 38 (or 43) to 35 spaces for thIS apphcatIOn As such, this apphcdtlon will need to be re-advertlsed to mclude thIS parking reductIOn for the Apnl 19, 2005, CDB agenda In addItIOn, the followmg changes are necessary to the application package )1 J2 J3 J4 J5 '6 H Sheet C-5 - Amend "ExIsting land use" [rom "retail and smgle-farnIly" to "restaurant, retaIl and attached dwellings" Sheet C-5 - Amend the SIte Data to provide the land area m the Commerclal D]stnct and the MedIUm Dens]ty ResIdential Dlstnct Sheet C-5 - Amend the Site Data for "9 Site Area (Proposed)" to provide the FAR based on the land area zoned CommercIal D]stnct only Sheet C-5 - Amend "1 Site Address" from 1617 to 1611 Gulf to Bay Boulevard Sheet C-5 - Stipple the concrete area III front o[the ATM the same as the adjacent sIdewalk SIte plan deSIgn for the buJldmg and the east bmldmg elevatton are not coordmated as to locatton ofwmdows and the door West bUlldmg elevatIOn - revise to remove landscapmg from m front of the A TM Provide floor plans for the first and second floors From a use standpomt (relatmg to the floor plans), If access to the second floor IS through the bank (mtemal stairs and elevator), then the entIre bmldmg IS consldered as a bank (retail sales) use (Option 1) If access to the second floor ]s via stairs and elevator that IS located III a vestibule on the first floor, such that the first and second floors can operate mdependent of each other, then the first floor IS consIdered a bank (retml sales) and the second floor IS offices (offices) (Opt]on 2) Based on the above, (OptIOn I) Ifthe enttre bulldmg IS a bank (retail sales), then [rom a reqUIred parkmg standpomt, the entIre 8,600 square feet would be calculated based on retatl sales at five spaces per 1,000 square feet, or 43 parkmg spaces Under Option 2, the parkmg would be calculated as shown m the Site Data on Sheet C-5 J 1 0 Parkmg Study JushficatlOn - The CountYWide Plan Rules place financ131 mst]tutIOns under the defimhon of "office" The City has used thiS CountYWIde Plan Rules as JusttficatIOn to penmt a credit umon wlthm the IRT Dlstnct on N Belcher Road, even though we don't permit retail sales generally In the IRT D]stnct SuggestIOn to use the CountYWIde Plan Rules as part of your . Jll JustIficatIon for the park10g reductIOn to then utilIze "office" park10g reqmrements of four park10g spaces per 1,000 square feet for the entIre 8,600 square-foot building, or a reqUirement of 34 spaces, WhICh IS less than the 35 spaces prOVided Sheet C-12 - The retammg wall detaJ! indIcates a SIx-foot hIgh black ornamental fence on top of the retaln10g wall ThiS confl1cts with the cross-sectIon E-E on Sheet C-13, WhICh shows a handrail to FDOT mdex 521 Clanfy what IS proposed (suggestion - do the cross-scctlOn E-E handrail) General Applicability Cntena #1 response ~ reVIse the FAR to that calculated under Comment #3 above Comprehensive Infill Redevelopment Project Cntena #1 response - there IS no mgress proposed on Gulf to Bay Boulevard, only egress Also, the proposed reductIOn to reqUIred parking 1S from 38 to 35 spaces, or a reductIOn of three spaces (not five) Because the parkmg area south of the bUlldmg IS bemg processed as "nonresidential off-street parking" 10 the MDR Dlstnct as a "ReSidentIal Infill ProJect," prOVide responses to the Resldentmllnfill Project cntena Responses to the ComprehenslVe Infill Redevelopment Project cntena should be pnmanly confined to "retaIl sales" (bank) ProVide JustificatIon for the deVIatIon for "nonreSidentIal off-street parking" regardmg the locatIon of the landscapmg and fence (a deviation to place landscapmg on the Illslde of the buffer fence along the west and south Sides of the property) h2 J13 J14 115 Jl6 ORIGINAL February 3, 2004 Mr Marc Parry Planmng Department CIty of Clearwater 100 South Myrtle Avenue 2nd Floor Clearwater, Flonda 33756 RECElVED FEB 0 3 2005 PlANNlNG DEPARTMENT cnv OF CLEARWAlER RE LIberty Bank FLD 2004-11 080 1611 Gulf-to-Bay Boulevard Dear Mr Parry The followmg are responses to your fax dated January 21, 2005 regardmg Liberty Bank Engmeenng ConditIOn - Don Melone - January 19,2005 Comment 1 The proposed water mam extensIOn from the tap on the eXIstmg mam to the hydrant tee shall be 8" DIP not 6" DIP, as shown Response' Resolved at DRC meetmg Based on Temporary Modular Building Permit, a 6" DIP pipe has already been mstalled crossmg Yelvmgton. Comment 2 All water meters and back flow devIces Will be mstalled by the CIty of Clearwater and field located All applIcable fees to be paid by the applIcant Response So Noted Comment 3 The proposed samtary sewer mam shall be a mmmmm of "Class 50" DIP per CIty Standards Response So Noted, utility plans have been revIsed Comment 4 What IS the purpose of the proposed 4" temporary samtary sewer "wye"? Response The 4" temporary samtary sewer "wye" IS for the Temporary Modular BUlldmg ThiS connectIOn and all other utlhtIes associated With the Temporary Modular Will be removed. See revised Utlhty Plan Sheet. J \02024\02024132 00\DOC\Commcnts\Gcofffi20 I 05 doc 380 Park Place Blvd, SUite 300 C1earwaler, FlOrida 33759 T 72 7 531 3505 T 800 861 8314 F 72 7 539 1 294 wwwtbegroup com OR\G\Nj)\L Comment 5 Fire hydrant assemble (F H A) shall face the street for F]re Department's direct access All of the above to be addressed pnor to D 0 Response: So noted, FHA's have been installed correctly per the Temporary Modular Building Permit. Pnor to C 0 Comment 1 Need to grant easements for all utIhtIes, sIdewalk, and etc Response: So noted. Comment 2 UtIhty easement to be granted for the east/west sa11ltary sewer mam Response: So noted. The following to bc addressed pnor to bUIldmg permit Comment 1 Need to obtain an approved F D T penmt for dnveway connectAECEIVED Response: So noted. FEB 0 3 2005 PLANNING DEPARTMENT CITY OF CLEARWATER EnVironmental Condition - Heather Faessler - December 15,2004 Comment 1 No Issues Landscape PerImeter Condition - Arden Dittmer - January 11, 2005 Comment 1 Plan does not meet the IeqUlrements of pen meter plantmgs In Code Section 3-1202 D ApplIcant must provIde a ComprehenSIve Landscape Program applIcatIon to request for a deVIatIon to the mll1]mum standards of the Landscape Code Specifically, the mmnTIum dIstance reqUired for bu ffer on the west sIde of the southern portIOn of the parkmg lot IS 12 feet adjacent to Single famIly reSIdentIal where only ten ]S proVided Also, the mll1]mum distance reqUIred for buffer on the east side of the dnve-thm lane IS ten feet from the property lme where eIght IS proVIded **By shIftIng the plan on the northern half of the site two feet to the west, and by shIftmg the southern parkmg area two feet to the east you wIll meet the minImum landscape reqUIrements and not be reqUIred to submIt the Comprehenslve Landscape Program Appllcat]on Response: The plans have been modified to meet the 12' foot buffer along the west side of the residential portion; 15'+/- along the east side of the reSidential; and 20' along the east side commercial. Therefore, the Comprehensive Landscape Program Application is not reqUired. J \02024\020241 32 OO\DOC\Commenls\Gcoff020 I 05 doc / I ORIG'INAL Land Resource Condition - Rick Albee - January 20,2005 Comment 1 No Issues RECEIVED Storm \Vater ConditIOn - Bob Maran - January 19, 2005 FEB 0 3 2005 PLANNING DEPARTMENT CITY OF CLEARWATER Comment I No Issues Solid Waste Service Comment 1 Please ahgn Dumpster enclosure with Gulf to Bay entrance As It IS a one way the Dumpster wtll be servIced by entenng on the Gulf to Bay side Response' Per Tom Glen, Solid Waste, the dumpster has been relocated to face Yelvington since the site circulation has been re-configured. Discussed and approved at DRC meeting. Traffic Eng Condition - Bennett Elbo - January 19, 2005 Comment 1 No Issues Zonmg Condition Comment 1 Remove two most southwestern parkIng spaces and relocate dumpster to area AS PER TOM GLEN, SOLID WASTE Response: So Comment above. ConSider relocatmg SIgn from NW comer of Site to North Center location Relocatmg Will reduce Visual obstacles for cars pulhng onto Gulf to Bay and wIllmcrease SIgn Vlslblhty Response: So noted, sign has been relocated to northeast corner of the property. Shift the dnve thru and bUlldmg to the west to accommodate a 10ft setback from Yelvmgton Ave Rcduce the length ofparkmg spaces on west Side ofbUlldmg to prOVide the addItlOnal 2 feet Response: The site plan has been modified, based on discussions at the DRC meetmg. Parking spaces have been reduced as requested. Shift the parkmg lot m MDR dIstnct 2' to west to mcrease the landscape buffer to 12 feet Response: So noted, see revised site plan sheet...west buffer is now 12' in the MDR district. J \02024\02024132 OO\DOC\Commenls\GeoffOZO 1 05 doc Response. Response: OR\G\N~\L Reduce the heIght of6' l11gh pye fence on SE corner to 36" for the first 25 feet to meet code So noted, fence height has been modified accordingly, see site plan sheet. ProvIde the functIOn oflllp roof heIght for advertIsement pUflJoses Is It a stalf\/.lell or elevator ovemm or architectural embellishment? Reference Architectural Elevations. If you have any questIons, please call Sincerely, TBE GROUP, INC 1 RECEIVED FEB 0 3 2005 PlANNING DEPARTMENT CllV OF CLEARWATER Bryan L Zarlenga, E Semor Project Manager BLZ cc PhIl Dogamero, LIberty Baru{ David Vosen, LIberty Bank Alan Grandoff, Liberty Bank Pat Beyer, TBE BIll FIsher, FIsher and AssocIates J \02024\020241 32 00\DOC\Comments\Gcoff020] 05 doc i ,1-2'-OS "S9PM, ,7275624796 ff 1/3 I FAX COVER MEMO ~ TBE'Gn:Np.~ICLW Fl - l G F P co PR C D REO.ID JAN 2 1 2005 FAX: CITY OF CLEARWATER I PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor 0 RIG I f~ A L CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: ~.., Zu-r{t:J,"J'" 127- ,5'"39- 17. CJl.{ 127 -- )31- 3.s- 06- f{T-. / trJ-f.? Phone: 72/ - S-(,2 - L.IS3'7 J Z. I SUBJECT: l : ,ha..~ €L.... I, FL ()2 OD' ,- 1/ b 8 "0 ~~ ~ J pt-Uu{~j ClJ~ ~, .... OiL 1k\H~J.,{ ~~~ 27~ a+- 10\ <n 4M. - Phone: FROM: DATE: MESSAGE: o ENT ~ITV OF Cl~RWATER NUMBER OF PAGES(INCLUDING THIS PAGE) :3 Thl s document (reduced Document Total peges scanned Trr iSmlSSIOn Report 1-2'-05 4 OOPM 7275624796 NO DOC Remote stat Ion Stert Time Duration pages Mode comments Results 1 653 9,7275391294 1-21-05. 3 59PM 50" 3/ 3 E':C CP 21 6 Notes EC Error correct BC Broedcast Send CP Completed HS Host Scen HF Host Fax Date/Time Lace I ID LOCSI Name comoany Logo was conf rmed. e and deta Letter-S be low) Is samp Size FAX COVER MEMO TO! CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYR'ILE A VB., 2nd Floor CLEARWATER, FL 33756 (727) 562-4567 FAX: (127) S62-486S ~.., Z-,,"rf!J,.,j'" 771- >39- 17 N ,2.7' ~3)- :3 S-O& K~ / d,.Jf.k I'bDnm 72.7 - .s-" '2 - ~tSJ"r I f.z. J SUIlJECT t: I..~ B...... &:. R..DZwl. u~,<> ~~ ~~lt~j ~~ z~ FAL l'lume: PltOM: DA 1'E. Mll8BAGE, ~p NUMBER OF PAGES(lNCLUDING TllISPACE) .3 3 Total Pages ConTlrmed 3 RE Resend MP Multi-Poll RM Receive to Memory HP Host Print HR HOst Aecelve PO PO I led l;)y Remote PG Po I I I ng a Remote DR Document Removed FO Forced output FM Forward MOl I I bOX DOC MB Receive to Mailbox PI Power Interruption TM Terminated bY use~ WT Walt,ng T~ansfer WS Waiting Send , 1-21-05, 3 59PM ,727562~796 # 2/ .3 .~~ :~t!3 ~ ~ ~~Ilo-..... ~ -L ~'~~ ~"~~TE\\~ Engineering C::UH~itlon Don Melone 562-4798 01/19/2005 1) The proposed water main extension from the tap on th e eXisting main to th e hydra nt tee shall be 8" DIP not 6" DIP, as shown 2) All water meters and backflow devices Will be Installed by the City of Clearwater and fIeld located AU applicable fees to be pard by the apphcant 3) The proposed sanitary sewer main shall be a mmlmum of "Class son DIP per City Standards 4) What IS the purpose of the proposed 4" temporary sanitary sewer "wye"? 5) Fire hydrant assembly (F H A) shall face the street for Fire Department's direct access All of the above to be addressed pnor to D 0 Conditions Associated With FLD2004~11 080 1611 GULF TO BAY BLVD o RIG: :\ ~ ,6, L Not Met Prior to C 0 1) Need to grant easements for all utilities, Sidewalk, and etc 2) Utility easement to be granted for the east/west sanitary sewer main RECEIVED The following to be addressed pnor to bUIlding permit 1) Need to obtain an approved F.D 0 T permlt for driveway connection FEB 0 3 2005 PLANNING DEPARTMENT CllV OF CLEARWATER Environmental Condition Heather Faessler 562-4897 12/15/2004 No Issues Not Mel Fire Condition Joe Colbert 562-4567 xt 3548 01/12/2005 Grate Inlets 5-1,5-2 & S-3 must be rated HS-20 for Fire Vehicle load ratrng Not Met 1/12/05 J_C Although the narrative reply to thiS comment says thatthe grate Jnlet Will meet the requirement of Fire Vehicle weIght ratings, the plan details state a ratmg of H~20, which IS the rating for a box truck and not for an 80,000 pound fire truck The required ratmg for thiS grill Within the roadway IS HS-20 Landscape Perimeter Condlti Arden Dittmer 562-4604 01/11/2005 Plan does not meet the requirements of perJmeter plantmgs In Code Section 3-1202 D Not Met Applicant must provide a ComprehenSive Landscape Program application to request for a deViatIon to the mlRlmUm standards of the landscape Code SpeCifically, the minimum distance reqUired for buffer on the west side of the southern portion of the parking lot IS 12 feet adjacent to single family residential where only ten IS provided Also, the minimum distance requIred for buffer on the east Side of the dnve-Ihru lane IS ten feet from the property line where eight IS provided ** By shlftmg the plan on the northern half of the site two feet to the west, and by slllftmg the southern parkmg area two feet to the east you Will meet the minimum landscape reqUirements and not be reqUIred to submit the ComprehenSIVe Landscape Program Application land Resource Condition Rick Albee 562-4741 o 1/20f2005 No Issues Not Met Storm Water ConditIOn Bob Maran 562-4592 GaseGondltons Print Date 01/21/2005 Page 1 of 2 < 1-21-05, 3 59PM, ,7275624796 FLD2004.11080 1611 GULF TO BAY BLVD ORIGINAL Storm Water Condition Bob Maran 562-4592 01/19/2005 No Issues Solid Waste Service Please align Dumpster enclosure with with Gulf to Bay entrance As It is a one way the Dumpster will be serviced by entering on the Gulf to Bay side 1 ~ 18-05 Stili no chang e to location of Dumpster e nclosurer please redIrect to parkmg section 4 and remove 2 parkmg spots to allow service direct from Yelvington Traffic Eng Condition 01/19/2005 No Issues Bennett Elba 562-4775 Zonmg Condition Remove two most southwestern parking spaces and relocate dumpster to area AS PER TOM GLEN, SOUDWASTE Consider relocating sign from NW corner of site to North Center location Relocating will reduce visual obstacles for cars pulling onto Gulf to Bay and will Increase sign VISibility Shift the drive thru and building to the west to accommodate a 10 ft setback from Yelvmgton Ave Reduce the length of parking spaces on west side of bUilding to provide the additional 2 feet Shift the parkmg lot In MDR district 2' to west to Increase the landscape buffer to 12 feet Reduce the height of 6' high PVC fence on SE corner to 36" for the first 25 feet to meet code Provide the function of hip roof height for advertisement purposes Is It a stairwell or elevator overrun or archItectural embellishment? RECEIVED FEB 0 3 2005 PLANNING DEPARTMENT cnv OF CLEARWATER Pnnt Date 01/21/2005 Page 2 of 2 tI 3/ 3 Not Met Not Met Not Met Not Met Not Met Not Met Not Met Not Met Not Met CaseCondltons n GROUP ORIGINAL January 6, 2005 Mr Keyl Groff Planner II City of Clearwater Planmng Department 100 S Myrtle Avenue 20d Floor Clearwater, FL 33756 ~[ECIE~ViE/f) JAN 0 6 2aDS r::lft/\I \'^~ ' .... l"""~" " ~ \o~ "il. I "<,.' ,.,), II' I r Cj~Y n ~~ RE Liberty Bank 1511 Gulf to Bay Boulevard FLD2004- J 1080 Dear Mr Groff The followmg IS m response to your comment ENGINEERING CONDITION - DON MELONE - 12/13/2004 Comment 1 Need to locate and show on plans all eXlstmg utilities along Yelvmgton Avenue ( 1-112" water and 2 " gas) Response: Please refer to revised Utility Plan Sheet C-7 for utility locations along Yelvington. Comment 2 No part of the proposed structure may be constructed wIthm 75ft of the center of the east/west samtary sewer mam Either the bUlldmg (dnve through) must be shIfted or the samtary mam relocated Response: So noted, refer to revised Utility Plan for relocation of sanitary sewer main. Comment 3 The proposed FHA adjacent to the proposed building shall be located on a separate tap All of the above to be addressed pnor to COB Response: Per Scott Rice at DRC meeting, comment voided. The followmg to be addressed pnor to bUlldmg permit Comment 1 Need to obtam an approved F DOT permit for dnveway connectIOn Response: So noted. J \02024\02024132 00\DOC\Comments\Clw122804 doc 380 Pork Place Blvd, SUite 300 . Clearwater, FlOrida 33759 T 727 531 3505 T 800861 8314 F 727 539 1294 wwwtbegroup com Mr Keyl Groff January 6,2005 Page 2 ORIGINAL Pnorto C 0 Comment 2 UtIlIty easement to be granted for the east/west saOltary sewer mam Response: So noted. ENVIRONMENTAL CONDITION - HEATHER FAESSLER - 12/15/2004 -No ISSUES FIRE CONDITION -JOE COLBERT - 1211612004 Comment 1 Grate Inlets 8-1 and S-2 7 S~3 must be rated HS-20 for Fire VehIcle load ratmg Response: 80 noted, structures 8-1, 8-2, and 8-3 are FDOT rated structures for traffic bearing, including fire vehicles. Comment 2 ThIS DRC Review by Fire IS no an approval or reView of any construction plans or documents other than site work PLEASE ACKNOWLEDGE Response: Acknowledged ~r:lY rcL ~ rr r~~ 17i? DrJ 11<<11\~ _1--' \\'/1--'1 1\.\.l.::=::::J~~ VI ~I~ HARBOR MASTER - No COMMENTS JAN 0 6 2005 LEGAL - No COMMENTS LAND RESOURCES PlANNlr~;; D~r:.~ ~'ri"[\'1~Ni Cnvu O'i: Cl "'" tH'" ''''ji''''1i') U ~ r M L.d ..... t '... ..., 1l~ ~~, Comment 1 Show the 14" Washmgton Palm at the NE comer to be preserved on ALL plans pnor to bUlldmg permit Response: So noted. LANDSCAPING Comment 1 The proposed elevatIOns deplctmg the landscape are very different from the landscape plans There are palms shown on the west and east elevations which are not shown on the plan the vanety on the plan will not mature to thiS heIght and will not have the same appearance as the Canary palms depIcted Change the elevatIOns to accurately depict the proposed plants, palms and trees, or change the matenals on the plan and the elevations to match SubmIt revIsed items pnor to CDB Response: Refer to revised Landscape Plan Sheet C-8 and proposed Elevation Plans which now match each other. 1 \02024\02024132 OO\DOC\Commenls\Clw] 22804 doc Mr Keyl Groff January 6, 2005 Page 3 ORIGINAL Comment 2 Apphcant must provide a ComprehensIve Landscape Program applicatIon to request for a deviatIon to the mmImum standards of the landscape Code ' SpecIfically, the mIDlmum dIstance reqUired for mtenor Islands IS eIght feet between curbs, measured from mSIde of curb to mSlde of curb Response: Interior Landscape Island modified to S feet between curbs; therefore, application not required. Refer to Site Plan Sheet C-S. Comment 3 Per Section 3-1202 E 1 Code reqUires a mmImum of 10% mtenor green space of gross vehIcular use area or 12% of gross vehIcular use area Ifparkmg spaces area greater than 11 % of the reqUired parkmg Intenor Islands shall be desIgned so that m most cases no more than 10 parkmg spaces are provided m a row Intenor Islands shall be a mmImum of 150 sq ft, and be 8' of green space from back of curb to back of curb **There IS an area located along the Gulf to Bay bUlldmg fayade mdIcated as "mtenor" on the plans, thIS area IS reqUIred as "bUIldmg [ayade" landscapmg and does not count towards the "mtenor" to the vehicle use areas The areas wIthm the parkmg and dnve Isles IS the "mtenor" landscape ReVise the plan and calculatIOns accordmgly In the event that the calculatlons come short, consIder changmg the curbmg along the west side of the angled spaces to foHow the spaces and the dIamonds created wIll count towards "mterIor" Response: Plans have been modified accordingly. Refer to Site Plan Sheet C-5 and Landscape Plan Sheet C-S or revisions. Comment 4 There IS a sIdewalk III the Island at the south end of the angled parkmg which may never be used RevIse the plan by removmg thIS thereby opemng the Island for more space III whIch the tree can grow Response: Sidewalk has been removed, refer to updated Site Plan. Comment 5 Per SectIon 3-1202 E 1 - 1 Treehsland minImUm, 1 Tree/150 sq ft of reqUired green space, Shrubs 50% of reqUired green space, and Groundcover shall be utilized for reqUired green space m heu of turf Islands along the west parkmg row do not meet thiS reqUIrement Response: So noted, refer to updated Landscape Plan. Comment 6 Landscape Plan does not show the Sight tnangles as descnbed III Article 3, DIVISIOn 9, revise the plan to show these tnangles at all the street an dnveway mtersectJons The Plan does not have the tnangle at the NE comer of the site Add thiS on revIsed plans Response: Refer to Landscape Sheet C-S for site triangles. flj rs I~ ~ nUI~iTe Ri[) U~l!:::,~l';! \I ~l1JI JAN 0 6 2005 J \02024\02024] 32 OO\DOC\Comments\Clw] 22804 doc PI A D- n(>,n~^ ',~-" fi"'''''f?'\r """i"r\ lllP'~ 1"1' ty,l:iJf'\iU\Jh .... -tI l...#,-~ v- ~ ~ J.... ... j C!"",f C'" C' I' , ,~ '" ') ~ ~ V II'" _:...,'u'lj"....., u......... Mr Keyl Groff January 6,2005 Page 4 ORIGINAL Comment 7 Just a SuggestIOn The slgnage proposed IS located m the midst of some palms and landscape which may obstruct views of same Revise the plan as you may want the SIgn to be vIsible ITom the street DIScussIons were for a monument style sign low height, and tall plants would be a problem If located m front of the slgnage Response: Refer to updated Landscape Plan Sheet C-8. PARKS AND RECREATION - No COMMENTS STORM WATER CONDITION - NO ISSUES SOLID WASTE SERVICE Comment I Please align Dumpster enclosure wIth Gulf to Bay entrance as It IS a one way the Dumpster Will be serviced by entenng on the Gulf to Bay SIde Response: So noted, refer to revised Site Plan Sheet C-5. TRAFFIC ENGINEli:RING CONDITION - BENNETT ELBO - 12/09/2004 Comment I Response: Comment 2 Response: Comment 3 Response: Comment 4 Response: Remove "stop sIgn" located on the S R 60 access, as this 15 only a one-way mgress Please refer to revised Site Plan, this is now an egress "only". S trategI call y mstall "Do No Enter" signs and "One~ Way" Sl gn s where appropnate for safe mtemal flow for motonsts SignS and locatton of SignS must comply with the current Manual on Umform Traffic Control Devices So noted. Show stackmg for 18 vehicles for 3-lanes dnve through (Commumty Development Code SectIOn 3-14060 Vehicles must not Impede through movements,nor block any parkmg stalls The average length per vehicle queue IS 20' The third lane has been elIminated, refer to reVised Site Plan showing 12 vehicle stacking. All angled parkmg stall dimenSIOns must comply with current city standards Also mdlcate angle (degree) ofparkmg stalls So noted, refer to Site Plan for dimensions and angle. ~~(C[J~J~D JAN 0 6 2005 J \02024\02024132 00\DOC\Comments\ClwI22804 doc DI AIM"'~''\"'''"' ~r:~;,"F'1\"':Ilw.r,~y r~PJ~\j~;J"~ UL.::.U t \l, ~ ~ JV L!z,,~\J I C!'jj"l,( C- Cl ~ R n " r ~If".: ~Ii J .- W"""u'\.l.o,.. .....~.:'~.{ Mr Keyl Groff January 6, 2005 Page 5 ORIGINAL' Comment 5 Loadmg space must comply WIth CIty standards 12' x 35', exclusive of aisle and maneuverIng space and shall have a vertical clearance of 14' Response: So Doted, refer to updated Site Plan for loading space. Comment 6 General note All vehIcles must park on SIte only No on-street parkIng WIll be allowed Response: So noted, parkmg exceeds code requirements. Comment 7 Provide a vehIcle tummg template to demonstrate how a vehicle enterIng from Gulf to Bay can turn mto Dnve-Thru 1 It may be necessary to use a larger radIUS at thiS mtersectlOn Response: Site Plan has been modified. Ur;-'\ ,j=' 0 ~ ~\\ f!~ LD ' -..J 6 ' '""J JI i \\/ I -, \\, [ ,\ ~ 'I ' \,} I ~ ,~ I.--J "I. L..=.:::I Comment 8 All of the above to be addressed prIor to CD B **TransportatlOn Impact Fee must be determIned and paid prIor to C oJAN 06 2005 **Need a rIght-of-way pennIt from FDOT pnor to BUlldmg pennlt ~i"'\!('~~:~ ''') D:ri ":7MENT Response: So noted. C~ JY Co Cl;:l'.n'i.'c' '~\J;tR PLANNING Comment 5 Staffwtll not support parkIng spaces under 15 feet from YelVIngton 2-304 D 2 No off-street parkmg spaces are located III the reqUIred front setback for detached dwelhngs m the MDR DIstnct or wlthm ten feet whichever IS greater Response: Refer to updated Site Plan, IS-feet setback has been met. Comment 8 All parkmg spaces, mcludmg appropnate access thereto, shall remaIn unobstructed and aVailable for use III accordance With their purpose (3-1404 C) StackIng WIll confhct WIth parkmg spaces Response: So noted, refer to updated Site Plan. Comment 9 Parkmg study does not prOVIde numencal Justification for reductions Methodology should mclude comparable SItes, e g LIberty Bank locatlOlls of SImIlar size and functlOn and show parkIng and customer mfonnatIon Confirm that parkmg study meets traffic engmeenng reqUIrements Response: N/A ~ parking has been revised and exceeds code reqUIrement. Comment 10 Intenor Islands shall be deSigned so that m most cases no more than 10 parkmg spaces are prOVIded III a row (Staff has the abIlIty to Increase rows to 15 spaces) J \02024\02024132 00\DOC\Comments\Clw122804 doc Mr KeyI Groff January 6,2005 Page 6 ORIGINAL ~)~(~~ri"\7r~lY ~\$. ~ ~-::7 ~ J v _-' l1dJ JAN n n 2005 Response: So noted, refer to revised Site Plan. Comment 11 12/2 KLG - IndIcate heIght to roof deck, mdIcate height of parapet from roof deck and mdIcate height from roof deck to top of hip roof Response: Refer to enclosed Elevation drawings by architect. PLANNING Comment 1 With one-way traffic flow from Gulf to Bay and two-way traffic from Yelvmgton, a traffic flow conflict IS produced for southbound and northbound traffic trytng to access the same dnve-thm lanes Additionally, a maJonty of the parkmg to the south 0 the dnve-thru lanes, customers will have to walk thru the dnve-thm lanes, which IS not safe Revise Response: Site Plan has been revised to address vehicle circulation Comment 2 Code reqUires non-residentIal parkmg m the MDR dlstnct to be screened by a wall or a fence and landscaped on external side Tn order to lessen vIsual Impacts to residentIal development, applicant must screen the parkmg If proposed black ornamental fence IS non-opaque, replace proposed fence WIth a solid fence or wall Staff asks the applIcant to then place the landscapmg on the mSlde of the wall to lessen mamtenance Issues With neIghbonng properties (ProvIde a diagram of proposed black ornamental fence) Response: So noted, Site Plan has been updated accordingly. Comment 3 The current sIte configuratIon makes customer access difficult, staff suggests alternatIve designs or SItes Response: Site Plan has been revised to address customer access. Comment 4 Code reqUIres that all outdoor hghtmg m MHDR portIOn IS automatIcally sWItched to turn off at 9 00 PM As most ofthe parkmg IS m the MHDR dlstnct and the parkmg study mdlcates that hours of operatIOn are from 9 AM to 9 PM A deviatIon to IIghtmg hours IS suggested to msure the safety of employees leavmg after 9 PM DIscuss Response: So noted. Comment 6 Code prohibItS direct access from Gulf to Bay Boulevard 2-704-N 2 Response: Direct access has been eliminated. Egress only, refer to revised Site Plan. J \02024\02024132 OO\DOC\Comments\Clw 122804 doc Mr Keyl Groff January 6,2005 Page 7 Comment 7 Response: N/A Please contact us If any addItIonal mformation IS needed Sincerely, Bryan L arlenga, Project Manager Enclosures cc David Vosen, Liberty Bank Alan Grandoff, LIberty Bank. Pat Beyer, TBE Group, Ine BIll Fisher, Fisher & Associates J \02024\02024132 OO\DOaComments\Clw 122804 doc ORiGINAL ~fEC[S~~1[2D JAN 0 6 2005 PRANMI\:O D~PA~lMI:NT env or: Cl~V"~V8? ~ .~.. ,- l.L t :111I' ,-~_~ o ~ I~II" : ~ -- r;1 ( !Darwater j.-- - ~ ~ _-i._>'- o FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 s. MYRTLE AVE., 2nd Floor CLEARW ATER, FL 33756 (727) 562..4567 FAX: (727) 562-4865 TO: e. ZQ..r-/&vjo.. FAX: 72. 7- 5., 1- /Z 9<1 Phone: 72.. 7- S- 1Cf - '3 ~-a s- FROM: 41 ~ DA TE: rz - Ll "'0'( Phone: S-C2~ 'IS-:J e; SUBJECT: {" I ( G..' ~ -Ie ~ L..:k+? 8~t. FLD Z.od '(-il 0 Bo MESSAGE: P/~ ~ : 5.Jsh- t"'a~ ~ "1/ ~...,(f-+e'7. o (l(. d-vk /2 - ~(!) -04 cr.' f (9 A./'\ (',;~ .s_hr-cJ ~ --r::-::= . ~ ---;:l J:> NUMBER OF PAGES(JNCLUOING THIS PAGE) s- ~ , f""" Tr smlsslon Report Date/Time Local 10 Local Name company Logo 12-22-04, 8 41PM 7275624796 This document was (reduced samp Ie Document Size conf rmed_ and deta Letter-S Is be low) ~,f!~ ater u~ ~ FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 'f0 R 2a,.l-,.... rAX'~ 7 - 5" f ~ 12- '9'1{ _ ~7~ s- J'1- ,?s-o..r- mo'\(, _16'..A1-- PboJm ~2. "5"$~ 1'l-'2.l-C'V SUBJECT (, II <i-tl:-fe t7 lIATE - l."~ ,_ A...O~ '/-ltC'o MESSAGK PI",- ~ 5<4tJ'P- "'- -- k..c.... " If ()IU. .&..ok /2 6 ~c -0'-1 hI/!. -I.. rJ;---- ql':7<P~ t'~ Sob,...."". ~ ~ L iJ ., NUMlIER OF PAGE.SClSCLUDING TFIIS PAGEl s- Total Pages Scanned 5 Total pageS confirmed 5 NO Doc Remote stet Ion Stert Time Duration Pages Mode comments ReSUlts , 546 91727539'294 12-22-04 8 39PM 1 ' 17 n 5/ 5 EC CP 24 0 Notes EC Error correct BC Broadcast Send CP completed HS Host seen HF Host Fax RE Resend MP MUlti-POll RM Receive to Memory HP Host Print HR Host Receive PO PO I I ed bY Remo t e PC Pol I Ing a Remote DR Document Removed FO Forced output FM Forward Ma I I box Doc Me Flece I ve to Me I I bOX PI power I nterruPt Ion TM Terminated by user WT waiting Transfer WS Waiting send -. ~r1il'" t >~ \Jrle:arwa er ::: ~ - ',,~ 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 MYCLEARWATER COM December 02, 2004 Tampa Bay Engmeenng Group Ine 380 Park Place Blvd SUite 300 Clearwater, FI 33759 RE FLD2004-11 080 -- 1611 GULF TO BAY BLVD -- Letter of Completeness Dear Tampa Bay Engmeenng Group Inc The P1annmg Staff has entered your apphcatlon mto the Department's fihng system and assIgned the case number FLD2004-11080 After a prehmmary review of the submItted documents, staff has determmed that the apphcatIOn IS Complete The Development ReVIew Committee (DRC) will reVIew the application for sufficlencv on December 30, 2004, m the Plannmg Department conference room - Room 216 - on the second floor of the MUnIcipal ServICes Bmldmg The bUlldmg IS located at 100 South Myrtle Avenue III downtown Clearwater Please call Sherry Watkllls, Admllllstratlve Analyst, at 727-562-4582 no earher than one week pnor to the meetmg date for the approximate tIme that your case will be reviewed You or your representative (as appheable) must be present to answer any que<;tlons that the ORC may have regardmg your apphcatIon AdditIonal comments may be generated by the DRC at the time o[the meetmg If yon have any questIOns, please do not hesItate to contact me at 727-562-4539 or Keyl Groff@mycleanvater com Smcerely yours, Kevl Groff Planner 11 Lellel ofCo/lJplelen~' ~ FLD200.J~1 1080 ~ 1611 GULF TO BAY BLVD Tr smlSSlon Report D"'"te/Tlme Local 10 Local Name Company Logo 12- 2-04 10 50AM 7275624796 This document (reduced Document was sample Size conf rmed. and deta Letter-S Is be low) ~~MnTater ,:~1iMi~J ~W~ u~ ~ FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT JOO S MYRTLE AVE., ~ Floor CLEARWATER, FL 337~ (721) 562-4567 FAX: (7'1:1) 562-4865 TO: e..,..."Z.... ~.. I)l..... 1'1. ~,-- FAX ?l. 705'.,. (2.",/ _ 7'1.7- 1')/- "~.r nOM, ~(~ 1"... ('I- Ph""" ~"t' A.l. - "'....,., Slt'IlJECl" 2. 'lU ~I~-I. '7 - l....~ L-J. fLD2d<>'I- d /l80 DATE MESSAGE: ?/-. h-,-' ..#.-! -' 1.J.J._.o ~~~, N1JMJIER OF PAGl!S(lNCLUDlNG THIS PAGEl 'Z.. To"tal Pages Scanned 2 To"tal Pages Confirmed 2; No Doc Remote Station s"tar"t Time Dur",tlon pages Mode Comments Resull:S 1 449 917275391294 12- 2-04.10 49AM 34" 2/ 2 EC CP 24 0 Notes EC Ellor CorreCt RE Resend PO PO I led Dy Remo"te MB Receive to Ma I ICOX Be Broadcast Send MP Mu I t I -po I I PG Po I I I ng a Remote PI Power Interrup"tlon CP Comple"ted RM Receive to Memory DR Document Removed TM Terminated by user HS Host scan HP Hos"t Pr I nt FO Forced OutPut WT Wal"tlng Transfer HF Host Fax HR Host Receive FM Forward Ma I ICOX Doc WS Wal"tlng Send ,.. ~ uJ1 O:lrO Db'..,. ~~~I!\\.p.,lC' rl/tJt.... ~~~ 'llI,',..,....-...~...,f~7x"" ~~..,. ..,......r~t;::I< !!~... II/~""':. """:, '" ~"'~....../-\'r~~f~17.J"1 ~ -- 'Q, ""_,- - _'l ~~~. = ~t1"""'l:l ~\- {'>~"" A?- ---- r.;:: () ~Y..d.,.-~ ,."'......~~ ~~~'-;;Ir".,~~-l -....~....)4TEi\,.,' ,9 ""-4' :lnnll ~ CITY OF CLEARWATER loNG RANGE PlANNING DEVFLOPME'" T REvIEW PLANNING DEPARTMENT POST OFFlCF Box 4748, CU:ARWATER, FLORIDA 33758-4748 MUNICIPAL SERVlCFS BUllnING, 100 SOUTH MYRTLE AVENUE, CLEARWATFR, FLORIDA 33756 TELEPHONF (727) 562-4567 FAX (727) 562-4576 November 30, 2004 Byran Zarlenga Tampa Bay Engmeenng Group Inc 380 Park Place Blvd SUIte 300 Clearwater,Fl33759 RE FLD2004-11080 -- 1611 GULF TO BAY BLVD -- Letter of Incompleteness Dear Tampa Bay Engmeenng Group Inc The Planmng Staff has entered your apphcatlOn mto the Department's fihng system and assIgned the case number FLD2004.11080 After a prehmmary reVIew of the submItted documents, staff has deternllned that the apphcabon IS Incomplete with the followmg comments V yProposed east and south setbacks to bUIldmg and pavement are not shown on C-5, C/'2 P!9-Vlde Sight tnangle at corner of Yellvmgton and Gulf to bay, lJ...-1lltenor landscaped areas are marked however, areas that are clearly not Illtenor landscapmg are marked as mtenor landscape area, ti)Locatlon of extenor hghtmg IS checked off on apphcahon, but could not be located, 5 Number of eXIstmg dwelhng umts IS checked off, but does not appear m SIte data table, 6 Number of proposed dwelhng umts IS checked off apphcatlOn but IS not mcluded m SIte data table, 7 Total paved area, mcludmg all paved parkmg spaces and dnveways, expressed m square feet, and percentage of the paved vehIcular area IS checked off but not mcluded m SIte data table 8 BUIldmg and sbucture heIghts are checked off apphcabon but not present m sIte data table Section 4-202 of the Commumty Development Code states that lfan apphcatlon IS deemed mcomplete, the deficlencles of the apphcatIOn shall be speCIfied by Staff No further development reVIew actton shall be taken untIl the defiCIencies are corrected and the apphcabon IS deemed complete Please resubmIt with all correctIOns by December 1 st at 12 00 Noon to be considered for December 30th DRC The next available DRC date ~s January 271h, 2005 If you have any questIons, please do not hesItate to contact me at 727-562-4539 or Keyl Groff@myclearwatercom Smcerely yours, Pl=~ Keyl Groff Letter a/Incompleteness - FLD2004-11080 - 16/1 GULF TO BAY BLVD BRIAN J AUNG<;l, MA YOk-COMM [~SIONrR Hm'T HAMilTON, VleF MAYOR-COMM1<;<;IONFR WHITNEY GR.\'r, CO\t,\IIS~IOMR FRANK HlBllARD, CO\lM1SSIONFR @ Bill 10N<;ON, COM~tI~~lOMH "EQUAl EM PI OYM ~ NT AND AFIIRMA IIVI AniON EMPI Oy~ R" Thl s document (reduced Document Total Pages Scanned Tr Report ; 11-30-04, 520PM 7275624796 NO DOC Remote Station Start Time Duration Pages Mode Comments Results , 441 917275391294 1,-30-04, 5 19PM 3a" 2/ 2 EC CP 24 0 Notes EC Error correct Be Broadcast Send CP completed HS Host Scan HF Host Fax 'rsmlsSlon Date/Time Local 10 Local Name Company Logo was sample Size conf rmed. and deta Letter-S be low) Is TO FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S MYR'lLE AVE., 2Ad Floor CLEARWATER, FL 33756 (721) 562-4567 FAX: (727) 5624865 g"r" 7.....J~...aQ '11 7 - ):1.,. 1Z'14 1~7- tj11 ~ 1 5"t'r- K~ I (,,J!f- II, Jet. 0'( lIAX Pbone: WON Phone. 7 '2. 7 - 5"'2 - <f Q9 SlJIIJOCTl 7 "It: ~ 6~1~.... Jl..7 DATE. MESSA.Gl!: Let/..... c...JP.l" i" "o....A~k , 2-<M ? o? NUMBER Oli' PAGES(lNCLUDING THIS PAGE) 2.. 2 TOtal Pages Confirmed 2 RE Resend MP MU I t I -Po I I RM Receive to Memory HP Host Print HR Host Receive POI led by Remote Pol ling a Remote Document Removed Forced Output Forward Ma I I bOX DOC PO PG DR FO FM M8 Receive to MailbOX PI Power InterruptiOn TM Terminated bY user WT Waiting TranSfer WS Waiting Send COB Meetmg Date Case Number Agenda Item Owner/ApplIcant RepresentatJ ve Address Aon119.2005 FLD2004-11080 D2 LIbertv Bank Bryan Zarlenga, TBE Grouo, Inc 1611 - 1617 Oulfto Bav Boulevard ORIGINAL CITY OF CLEARWATER PLANNING DEPARTMENT ST AFF REPORT GENERAL INFORMATION: REQUEST: EXISTING ZONING/ LAND USE: PROPERTY SIZE: PROPERTY USE: FleXIble Development approval (1) to permit retail sales and servIce (bank) and offices m the Commercial Dlstnct with a reduction to the front (north) setback from 25 to 23 5 feet (to pavement), a reduction to the front (east) setback from 25 feet 20 feet (to bUlldmg), an mcrease to bUlldmg height from 25 feet to 28 feet (to roof deck) WIth an addItional 3 33 feet for parapet (from roof deck) and an addItional 8 83 feet for architectural embellIshments (from roof deck), a reductIOn to reqUired parkmg from 38 to 35 spaces and a deviation to allow direct access to a major artenal street (Gulf to Bay), as a Comprehensive Infill Redevelopment Project, under the provIsIOns of SectIon 2-704 C, (2) to pcrmlt non-resIdential parkmg m the MedIUm DensIty Residential Dlstnct WIth a reductIOn to front (east) setback from 25 feet to 15 feet (to pavement) and a devIation to place landscapmg on the mSIde of the buffer fence along the west and south sIdes of the property, as a ReSIdentIal Infill Project, under the proVIsions of 2-304 G Commercldl (C) dlld MedIUm Density Residential (MDR) Dlstncts, Commercial General (CG) and Residential Urban (RU) Categones respectively 096 acre total (41,781 square feet total, 042 acre [18,321 square feet] zoned C and 0 53 acre [23,460 square feet] zoned MDR) Current use Temporary bank and retaIl sales (restaurant and attached dwellings were recently demohshed) Proposed use Retail sales and services (bank) and offices WIth assocIated off-street parkmg Staff Report - CommuOIty Development Board - Apn119, 2005 Case FLD2004-11 080 - Page 1 of 9 ADJACENT ZONING/: LAND USES North Commercial DistrIct, Retml sales and services West CommercIal and Medium Density ReSIdential Dlstncts, Retail sales and services and Detached dwellmgs) East Commercial and MedIUm Density ReSIdential Dlstncts, Retail sales and servIces and Attached and Detached dwellmgs South MedIUm DenSity Resldenhal DiStrict, Detached dwellIngs CHARACTER OF THE IMMEDIATE VICINITY: The immediate VICInIty contams a mixture of commercial, detached and attached dwellmgs ANALYSIS: Site Location and Existing Conditions: This property IS a total of 096 acres and IS located on the southwest corner of the mtersectlon of Gulf to Bay Boulevard and Y elvmgton Avenue The lot has approximately 142 feet of frontage along Gulf to Bay Boulevard and approxImately 294 feet of frontage on Yelvmgton Avenue The restaurant and attached dwellmgs were recently demolished and a temporary modular bank is operatmg on the site Few trees or landscapmg are present on the sIte The northern 129 feet of the lot IS zoned CommerCial DIStriCt and the southern 165 feet IS zoned MedIUm DenSIty ReSidential Dlstnct The site IS surrounded by both reSidential and commerCial uses due to the alignment of zonmg boundaries An eXlstmg white vmyl fence buffers a portIon of the western border Proposal: The proposal Includes the constructIOn of a two-story, 8,600 square-foot commerCial bUIldmg The bUIldmg will mclude a bank (retaIl sales and services) of 3,700 square feet on the ground floor, With dnve-thru faCilIties on the south side, and offices of 4,900 square feet on the second floor While the second floor office space IS antiCipated to be dedicated to the bank functIOn, It could function as office tenant spaces The bUIldmg, mcludlllg the dnve-thru facilities, IS situated entirely III the CommerCIal District Only off-street parkmg and a dumpster will be located withm the MedIUm DenSIty ReSIdential zoned portIOn of the sIte Pnor use of this overall site was WIth a restaurant and retaIl sales abuttmg Gulf to Bay Boulevard and attached dwellmgs and off-street parkmg for the commerCial uses wlthm both the CommerCial and MedIUm DenSIty ReSidential Dlstncts The site has been deSigned to have vehIcular traffic enter from the south Side of the sIte on Yelvmgton A venue Traffic flow WIll circulate clockWIse WIth vehicles eXIting to Yelvmgton Avenue from the dnve-thru faCIlity m the middle of the sIte or vehicles eXItIng to Gulf to Bay Boulevard from parkmg spaces west of the bUlldmg Stackmg for the dnve-thru begms at the rear of the SIte and does not conflict With traffic flow or parkmg The proposal mcludes a deViation to allow direct access to a major artenal street (Gulf to Bay Boulevard) ThiS deVIatIon IS Justified by thIS access solely bemg an eXIt, which Will contmue to restnct tummg movements on Gulf to Bay Boulevard for thIS site to Yelvmgton Avenue Removal of the eXlstmg parkmg that was located wIthm and backed mto the Yelvmgton Avenue nght-of-way, restrIction of SIte access to two dnveways on Yelvmgton Avenue and the prOVlSlon ofa pedestnan SIdewalk for the site frontage WIll nnprove safety conditIons for persons resldmg or workmg along Yelvmgton A venue Staff Report - Commumty Development Board - Apnl 19, 2005 Case FLD2004-11 080 - Page 2 of 9 The apphcant proposes a reduction m parkmg from 38 spaces to 35 spaces A parkmg study has been submitted that Justifies the requested reduction Under the CountYWIde Plan Rules, financial mstItutlOns are defined as offices While the City has financIal mstItutions defined as retaIl sales and services, which reqUIres a hIgher parkmg ratio, If vIewed totally as an office use there would be only 34 spaces reqUIred (less than the 35 spaces provided) Adequate off-street parkmg Will be available to aVOid on-street parkmg The proposal mcludes reductions to front setback reqUIrements on Gulf to Bay Boulevard and Ye1vmgton A venue The site is a comer lot where front setback reqUIrements are apphed to both street frontages, which restncts sIte development by reducmg the bUIldable area The reductiOn to the front setback to 23 3 feet from Gulf to Bay Boulevard is for a small, tnangular encroachment of pavement for one parkmg space In order to meet Side setback reqUIrements along the west SIde of the SIte, the proposal mcludes a reductIon to the front setback along Yelvmgton Avenue from 25 feet to 20 feet (to the proposed bUIldmg) m the Commercial Distnct and to 15 feet (to proposed pavement) m the MedIUm DensIty Residential Distnct The apphcant requests front setback reductlOns because of dual frontage along Yelvington Avenue and Gulf to Bay Boulevard and to further separate the bank from adjacent residential development The pnor development of thiS Site mcluded zero setbacks to both the bUIldmg and to pavement, In both the Commercial and Medmm DenSity Residential DIStrictS, WIth an ImpervIOus surface ratio of 90 percent EXIstmg development wlthm the Commercial Distnct wIthm the surroundmg area IS at or close to a zero front setback to both bmldmgs and pavement The overall proposed ImpervIOus surface ratiO IS 6241 percent The proposed reductIons sIgmficantly Improve these eXlstmg conditIons and WIll upgrade and enhance the commumty character and visual appearance of the Immediate vlcImty Due to the proposed Site deSign and extensive landscapmg, thIS redevelopment proposal IS compatible WIth the adjacent land uses The proposal accommodates the tranSition In zomng by hmItmg major functions to the Commercial DIstnct and by buffenng sUIToundmg properties The proposal mcludes the prOVisIon of the reqUIred SIde buffer of 10 feet In the Commercial Distnct and the reqmred Side buffer of 12 feet m the MedIUm DenSity ReSidential DIstnct A SIx-foot hIgh PVC fence WIth landscapmg Will further buffer the abuttmg reSidential uses along the west and south property hnes The proposal mcludes a deVIatIon to place the required landscapmg on the mtenor Side of the fence, rather than the outside of the fence Locatmg the landscapmg on the mSide of the fence Will enhance the bank's abthty to mamtam thiS landscapmg (wIthout gomg onto neighbor's property) and will enhance thIS site Generally, abuttmg property owners would prefer the fence along the common property hne m order to allow for complete fencmg m of theIr own propertIes The proposal mc1udes mcreases to bUlldmg heIght from 25 feet to 28 feet (to roof deck) and an addi tI anal 3' -4" for the parapet and an addl t10nal 8' -10" for an architectural embel hshment of the roofed area on the front of the bUIldmg Heights along Gulf to Bay Boulevard m the Commercial Dlstnct are typically one or two stones and the proposal WIll be conSIstent WIth that character The hip roof architectural embellIshment Will proVide addItIonal aesthetIc mterest and supports the overall deSIgn of the bUIldmg The proposed bmldmg is attractive mcludmg the use of bnck on the first floor and stucco on the second floor, braces at the hip roof, awnmgs over the wmdows and doors The bnck Will be a Staff Report - Commumty Development Board - Apnl 19, 2005 Case FLD2004-11080 - Page 3 of 9 dark, mottled brown while the stucco will be a biSCUIt (beIge) color Both the hip roof shmgles, the braces and the awmngs will be a dark green The site wIll be extensively landscaped, Includmg live oak and magnoha trees for shade, augmented by date and sable palms for accent Shrubs along the fence and edges of pavement will be Viburnum, while IndIan hawthorn WIll be utilized around the bUIldmg Plantmg beds WIll be enhanced by lmope, gold lantana, fountam grass, dracaena and shore Jumper Code reqUIres on-sIte utilIties (electnc, cable, telephone, etc ) to be located underground The sIte appears to be previously served by overhead lInes wlthm the nght-of-way along the southern portiOn of the SIte that tennmated approximately mIdpomt along Yelvmgton A venue Since these overhead hnes solely served thiS Site, these overhead hnes must be buned with thiS redevelopment proposal FleXibIlity m regard to reqUIred setbacks, height and off-street parkmg are Justified by the benefits to commumty character and the ImmedIate VICInIty of the parcel proposed for development and the CIty of CleaIW'ater as a whole ThiS proposal will contmue the Improved appearance of the Gulf to Bay Boulevard corndor through Improved bUIldmg deSIgn, extensIve landscapmg and Improved slgnage CODE ENFORCEMENT ANALYSIS: There are no active code enforcement cases for the parcel Staff Report - Commumty Development Board - Apn1 19, 2005 Case FLD2004-11 080 - Page 4 of 9 COMPLIANCE WITH STANDARDS AND CRITERIA: (Sections 2-701.C and 2-304.D): STANDARD PROPOSED CONSISTENT INCONSISTENT FLOOR AREA 04749 (based only on that portion X RA TIO (0.55 zoned C) maximum in CG) IMPERVIOUS o 62 overall X SURFACE RATIO (ISR) (0.95 - CG; 0.65 RU) LOT AREA (5,000- 41,781 square feet total (0 96 acre), X 10,000 sq. feet 18,321 square feet zoned C minimum for retaIl sales in C) LOT WIDTH (50- North (Gulf to Bay Blvd) 142 feet X 100 feet minimum for East (Yelvmgton Ave) 294 feet retail sales in C) FRONT SETBACK North 23 5 feet (to pavement), 25 X* (15 -25 feet for retail feet (to bUlldmg) sales in C; 25 feet for East (C) 20 feet (to bUlldmg), (MDR) n onreslden tial 15 feet (to pavement) parkin!?: III MDR) REAR SETBACK N/A (comer lot) X SIDE SETBACK South (MDR) 29 feet (to pavement) X (0 - 10 feet for retail West (C) 10ft (to pavement), sales in C; Five feet (MDR) 12 ft (to pavement) for nonresidential parkin!?: in MDR) HEIGHT (25 - 50 feet 28 feet (to roof deck) wIth an X* for retail sales in C) additional 3 33 feet for parapet (from roof deck) and an additlonal 8 83 feet for architectural embellishments (from roof deck) PARKING SPACES 35 spaces X* (4 - 5 spaces per 1,000 sq ft for retail sales; 3 - 4 spaces per 1,000 sq ft for offices; 30 - 38 spaces required) * See AnalYSIS for diScussion Staff Report - Commumty Development Board - Apnl 19, 2005 Case FLD2004-11080 - Page 5 of 9 COMPLIANCE WITH COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA (Section 2-704 C): Consistent In con sisten t 1 The development or redevelopment of the parcel proposed for X development IS otherwise ImpractIcal without deViatIOns from the use, mtenSIty and development standards 2 The development of the parcel proposed for development as a X Comprehensive Infill Redevelopment Project will not reduce the faIr market value of abuttmg propertIes 3 The uses wlthm the ComprehensIve Infill Redevelopment Project are X otherwise permitted m the CIty of Clearwater 4 The use or mix of uses wlthm the ComprehensIve Infill X Redevelopment Prolect IS compatIble with adjacent land uses 5 The development of the parcel proposed for development, as a X ComprehensI ve Infi II Redevelopment ProJ ect wIll upgrade the Immediate VICInIty of the parcel proposed for development 6 The deSign of the proposed ComprehensIve Infill Redevelopment X Project creates a form and functIon that enhances the commumty character of the ImmedIate vIclmty of the parcel proposed for development and the CIty of Clearwater as a whole 7 FleXIbility In regard to lot wIdth, reqUired setbacks, height and off- X street parkmg are JustIfied by the benefits to commumty character and the Immediate VICInity of the parcel proposed for development and the City of Clearwater as a whole 8 Adequate off-street parkmg m the Immediate vlcmIty accordmg to the X shared parkmg formula m DIVIsIOn 14 of Article 3 WIll be available to aVOid on-street parkmg m the Immediate VICInIty of the parcel proposed for development *See AnalYSIS Staff Report ~ Commumty Development Board - Apnl 19, Z005 Case FLDZ004~ 11 080 - Page 6 of 9 COMPLIANCE WITH RESIDENTIAL INFILL PROJECT FLEXIBILITY CRITERIA Section 2-304.G); Consistent Inconsistent 1 The development or redevelopment of the parcel proposed for X development IS otherwIse economically Impractical wIthout deviations from the mtenslty and development standards 2 The development of the parcel proposed for development as a X resIdential mfill project wIll not matenally reduce the fair market value of abuttmg prooertles 3 The uses wIthm the residential mfill project are otherwIse permitted III X the dlstnct 4 The uses wlthm the residential mfill project are compatible WIth X adjacent lands uses 5 The development of the parcel proposed for development as a X residential mtill project will upgrade the ImmedIate VICllllty of the parcel proposed for development 6 The design of the proposed resIdential mtill project creates a form and X function which enhances the commumty character of the nnmedIate VIClllIty of the parcel proposed for development and the City of Clearwater as a whole 7 FleXibIlIty m regard to lot Width, reqUired setbacks, heIght and off- X street parkmg are Justified by the benefits to commulllty character and the ImmedIate vlcmlty of the parcel proposed for development and the CIty of Clearwater as a whole BUlldmg height may only exceed 80 feet, however, If the parcel proposed for development ITonts on Clearwater Bay or IS only separated ITom Clearwater Bay by a pubhc open space * See dISCUSSIon under AnalYSIS COMPLIANCE WITH GENERAL STANDARDS Section 3-913 : onsistent Inconsisten X 1 Development of the land Will be m harmony WIth the scale, bulk, covera e, denSI t and character of ad acent ro ertles Development Will not hmder or discourage development and use of ad acent land and bUlldm 5 or 51 mficantl 1m air the value thereof Development WIll not adversely affect the health or safety of persons resldm or workm m the nel hborhood Develo ment IS desI ed to mInimiZe traffic con estIon Development IS consistent With the commumty character of the immedIate VICInlt DeSign of the proposed development minImiZeS adverse effects, mcludmg vIsual, acoustic and olfactory and hours of operation Impacts on ad acent ro ertles x 2 x 3 X 4 5 x X 6 Staff Report - Commumty Development Board - Apnl 19, 2005 Case FLD2004-11080 - Page 7 of 9 l FINDINGS OF FACT AND CONCLUSIONS OF LAW: FINDINGS 1 The subject 0 96-acre site IS zoned Commercial DIstnct (042 acre) and MedlUm DensIty Residential Dlstnct (0 53 acre), 2 The current use of the site IS for 7,116 square feet of commerCIal bmldmg area for a restaurant and retail sales m the CommerCial Dlstnct and 3,895 square feet ofresIdentIa] bmldmg area for 12 attached dwellings and nonresIdential off-street parkmg m the MedlUm Density ResIdentIal Dlstnct, 3 The apphcant IS proposmg the redevelopment of the entire site for retail sales and services (bank) and offices wlthm a two-story, 8,600 square-foot commerCIal bUIldmg wIthm the CommercIal Dlstnct and nonresidential off-street parkmg for the bank and offices wlthm the MedIUm Density ResIdentIal Dlstnct, 4 Commercial uses, mcludmg retaIl sales and servIce uses, dommate the commercially zoned properties along Gulfto Bay Boulevard, S The southern portIOn of the site zoned MedIUm DensIty Residential IS surrounded by resIdentIally developed properties WIth detached and attached dwellIngs, 6 The proposal mcreases the pervious area of the site from 10 percent to 38 percent, 7 While reductIons to setbacks to bUIldmg and pavement are requested, these reductions are less than the setbacks to bUIldmg and pavement for the eXlstmg development, 8 The proposed reductIon to reqUIred parking IS mlmmal and IS consistent With office-type parkmg demands, 9 The proposal reduces the number and wIdth of dnveways to three dnveways (one eXit only on Gulf to Bay Boulevard and two dnveways on Yelvmgton Avenue), rather than the continUOUS dnveway and parkmg wlthm the nght-of-way along Yelvington Avenue, 10 The proposal IS compatible With the surroundmg development, and will upgrade and enhance the commumty character and visual appearance of the ImmedIate vIcImty, 11 FleXibility m regard to reqUIred setbacks, height and off-street parkmg are Justified by the benefits to commumty character and the ImmedIate VICInIty of the parcel proposed for development and the CIty of Clearwater as a whole, and 12 There are no actIve code enforcement cases for the parcel CONCLUSIONS OF LAW 1 Staff concludes that the proposdl comphes With the FleXible Development cntena as a Comprehensive Infill Redevelopment Project per SectIOn 2-704 C 2 Staff concludes that the proposal complies With the FleXible Development cntena as a ReSIdentIallnfill Project per SectIon 2-304 G, 3 Staff further concludes that the proposal IS III complIance With the General ApphcabIlIty cntena per SectIon 3-913 and the other standards of the Code, 4 Based on the above findmgs and proposed condItIOns, Staff recommends approval of thIS apphcatIon SUMMARY AND RECOMMENDATION: The Development ReVIew Committee reVIewed the apphcatlOn and supportmg matenals on January 27, 2005 The Planmng Department recommends APPROVAL of the FleXible Development applIcatIOn (1) to permIt retaIl sales and service (bank) and offices m the Staff Report - Commumty Development Board - Apnl 19,2005 Case FLD2004-11 080 - Page 8 of 9 Commercial Dlstnct wIth a reductIOn to the front (north) setback from 25 to 23 5 feet (to pavement), a reductIon to the front (east) setback from 25 feet 20 feet (to bUlldmg), an mcrease to bmldlllg height from 25 feet to 28 feet (to roof deck) with an addItIOnal 3 33 feet for parapet (from roof deck) and an additional 8 83 feet for archltectural embellishments (from roof deck), a reductIOn to reqUIred parkmg from 38 to 35 spaces and a deVIatIOn to allow direct access to a major artenal street (Gulf to Bay), as a Comprehensive Infill Redevelopment Project, under the provIsIons of SectIOn 2-704 C, (2) to permIt non-residentIal parkmg III the MedIUm Density ResidentIal DIstnct wIth a reductIOn to front (east) setback from 25 feet to 15 feet (to pavement) and a deviation to place landscapmg on the mSIde of the buffer fence along the west and south sIdes of the property, as a Residential Infill ProJect, under the provISIons of 2-304 G, with the followmg bases and conditIons Bases for Aooroval 1 The proposal complIes with FleXible Development cntena as a ComprehensIve Infill Redevelopment Project and ResidentIal Infill ProJect, per SectIon 2-704 D and SectIOn 2- 304 G respectively 2 The proposal IS III compliance With other standards m the Code mc1udmg the General Apphcablhty Cntena per SectIOn 3-913 3 The proposal IS compatIble With the surroundmg area and wIll enhance redevelopment efforts ConditIons of Approval 1 That the final design and color of the bUlldmg be consIstent With the conceptual elevatIons submItted to, or as modIfied by, the CDB, 2 That a Umty of Title be recorded m the public records pnor to the Issuance of any permits, 3 That all proposed on-site utIhtIes (from the nght-of-way to the proposed bUIldmg) and for the site frontage along and wlthm the Yelvmgton Avenue nght-of-way be placed underground pnor to the Issuance of a Certificate of Occupancy, 4 That all Fire Department reqUIrements be met pnor to the Issuance of any permits, and 5 That all Parks and RecreatIon fees be paId pnor to the Issuance of any permits Prepared by Planmng Department Staff A TT ACHMENTS Aenal Photograph of SIte and Vlcmlty LocatIon Map Future Land Use Map Zonmg Atlas Map ApplicatIon S IPlannmg Deparlmen/\C D BIFLEX (FLD) IPeadmg cases I Up for the nex/ CDB IGulf 10 Bay 1611-1617 Liberty Bank (C) 4 19 05 CDB. WW\GIIIf/o Bay 1611-1617 Staff Repo rl for 41905 CDB doc Staff Report - Commumty Development Board - AprIl 19,2005 Case FLD2004-11 080 - Page 9 of 9 ~ . " ~ NORNA.ND-V PAAM 00 Location Map Owner I Liberty Bank Group I Case: Property Size(Acres): FLD2004-11080 Site 1611 - 1617 Gulf to Bay Blvd 096 PIN. 14/29/15/52938/000/0030 I Atlas Page: 2978 . j . ~ 4> ~ f. ; 1 ....,'- ~ . ' . .. ... Aerial Map Owner. Liberty Bank Group I Case: Property Size(Acres): FLD2004-11080 Site: 1611 - 161 7 Gulf to Bay Blvd 0.96 PIN: 14/29/15/52938/000/0030 I Atlas Page: 297B OS/R -I 1 I I I ~ ~ _I ~ ~ 510 -j""----'-l I I --l : ~i41 I I .J --",..r-..1 1 \ I 518 '1 i ) L____.f r -, '- 'J 1 5201 I ,J L, ~ I I L__J r--~, I I I ,I I ~I L__I _.'-~ 1...1 I I I I____...J Owner I Site I -------j I I ,______,-.....J '-_____, I , ~ I I 1 I 2f'tlfj Q3 CI ~ ~ ... ... !il r.; I ~--~---~- ____~____~_J '----1 I I 1 : i L---, I I I : I:: ~ ~1 1 l~ ~ ~j 1 I .. .J I I I \f'-o-_J GUL~ TO-SA Y BL VD ~ <q I.U :c:: ~ CI) I I ( I ... I I !il' I ... I 1 1 I 1 I 1 --"'1 I I I I -L__r-- c i J I ~ ~ ~ ~ I I I j Lr--'--- . I L_ 511 I r---'--------l , "L ~~---., <D I ... f I I I I I ___...J 1 I ~ I I ] 512 515 1 \_- - - , 1--__1 I L_______ L___J I I I I I I I I I I I I 1 I L__...1 \ II I ~ II I I 1 1"'1---, I I I : 514 518 ---......... or' 1 L___I r------ I L.:-...........-r- I I ~-------'I L ~...J I - I __..-! -!...~__r- I !!iT I I ,_. : ---L -, I I I ! I t I MI D 524 '------ ~ r~-~' I l 52~ r--.1 I :-----l______J _ _I' - ~O r I " I ! I Zoning Map Liberty Bank Group 1611 - 1617 Gulf to Bay Blvd 53~---, ~I I- I ............. \_ _...J'" J I --I I r' Li.....j-4 Case Property Size (Acres J. PIN rrri r- ~ Ci) a ::t :bo ~ I Atlas Page <> '" 1:' r - I r--1 f I I I I I I I a ~ ~ "t._______ I J .:--y-ii--r-:,-1!j----;! ... I r;:; ~ '" '" r;:; l(l ~ f<ll ~ ,........-----""'l I I J flJT 1 I I : flJ9"------------- I J 1 I ! i ____J 511 5151 ~, I I ,______..J LJ 51p- --1 519t~ __J ..I I- I I L___-'- -1 f I I, I : L_J 5231 I 52tJ I I : ' 530. : f J l_____~----I I I , 1___..1 53[, I I I 533 I I I I 1..._, j I i--1a ... ... ~ flq? /!J\jj ~ r----~ I I I I I I I I I_____J P---I I I I I I___~ FLD2004-11080 0.96 ! 1- ~. I I r I I c__ L__ I ,J l, I r I I~ I L_ I-- I I '--1 r I I I L 14/29/15/52938/000/0030 2976 Park Ilestaura It I I I ~ ~ _I ~ ~ 510 -----'1 _J I I .De1ag~ Mugs I I I .J --.....J-.,..I I \ : 518"\ I . I 1 ~~!~EJied gs : SIDI L, ,J I r L__J r--~ : I I ,J Det8~hed d-um IT j"gs I I L__-' Owner I Site. : '----1 : -------1 I : I I I I -----1 I I I I I I l"-_~___r-l,.-' '*----~I I ~ 2 <131 I J i I 10 (0 ~l I Retail Retail I : - Refaif'l J I plcp S ~ sa,s ~ i ~ sales '~~--~-~_:: ::~_.:_~__~_J ~-- - -~ GULF- TO-SA Y BL VD I : I I I I .... ~ ~et~1 ~ SaiesL-j I I I I -L_,--J ~ .q: ~ :5 (I) I L_ 511 I r---......-----J lL\}?e~ched 515 owe~~~~g~____ I 1____1 I L________ ___ 11 ;52Y -",., L____ '~I ,_____ I I L_ tach~~- ~d~~m!l$P J ~~ I L~ : ___J -L __r...,j --{:----, '" I - I I I I I I ____J J I I ~ I ~ I I I I l_.J--.--- r----c-_ !iil7 1 I I I ! r~.J __ t. 53J-dwelliqgs) II L-....., ~,-- ~ _J_ J --I I t I \ t I ~ II I ~ JI I I 1 l-I~....r-l I I I L__-.l I I 512 514 518 r-J-- -j : ! ~ I I I I I I I I I I 1. I nVi! : Retail 'iJVe.tnigJJ , J I I I ,,{I. ~ J sales QccotIunod}i.tious ~ u ~ ~ ~__cl ~ 'L__~___':. - ~ - ':-~-i--r-:,-:;--:-;! ~ I~ ~ to (Q ~~~~:.,.. : - - ... }tetau - - J I I I aI I I 007 S es I r-----. J I I : I OO~------------_ I I I I I I I I I I l ____J L____. ~ r- ~ Ci) d :2: :b rii 511 Parking lot I I I I L.______.J 524 - . . -' I I' 5151 ~l I I I. I L...! ,_____J Detached 5fro~lIIngs- 519t~ __J : ""} L~~~~r- dw~mii~%28 r--J l - _ l______J _ --1-' '-' s:to r I " I ! I 523: 'I 52tJ A~i!chfd I d\fetIiugs i "1 ~ Detached : I-owetliiigs \ - -I I I I I L__~ 53[' I \ I 533 1 I I I L_, I I Existing Surrounding Uses Map Liberty Bank Group I Case Property Slze(Acres). 1611 - 1617 Gulf to Bay Blvd PIN FLD2004-11080 0.96 1- ~. I : r LJ I L__ I J I, I , I- I I I I I , r- I 1. I L_ i-- I I l~~l r I I I L 14/29/15/52938/000/0030 I Atlas Page 297B - ---, View looking south at area of demolished restaurant and temporary bank .: ' , .; . -1'. :~,-..... ,it:;':; ~'fl;:i. ':'~.:.~_.J/-,...:.,.:!:.. > I~~--~" View looking north from Yelvington A venue at temporary bank , " ;. View looking west along south side of Gulf to Bay Boulevard at retail sales to the west 1611 - 1617 Gulf to Bay Boulevard FLD2004-11080 ;, --..r--l'~_..._ f / :,:'-::~..~: ,)~~::_~~.~.~..~.~ ~-- - '~"~; ~~.{ ~ View looking southwest at existing retail building on west side of site .~ l. ~ .. t.... ~"- --------- View looking north along west side of site . -,,"'; '~ ~/. .;....l,. "'. . . ..... /" ~. ',-.... - - I.. j. . -...". ~....*!-H...,-. ":i "'_" "" View looking east along south side of Gulf to Bay Boulevard at retail sales on east side of Yelvington Page 1 of 2 I View looking northeast across Gulf to Bay Blvd. at retail sales (auto parts) .i~ View looking northwest across Gulf to Bay Blvd. at retail sales and commercial development View looking at detached dwellings on west side of Yelvington Avenue south of subject property 1611 - 1617 Gulf to Bay Boulevard FLD2004-11080 View looking directly north across Gulf to Bay Blvl at retail sales and commercial development I L -.I View looking west from Y elvington Avenue at detached dwelling directly south of subject propert) View looking at detached and attached dwellings on east side of Yelvington Ave south of subject property Page 2 of 2 . Wells, Wayne From Sent To Cc Subject. Wells, Wayne Tuesday, March 15, 2005 4 09 PM Thompson, Neil Garnott. Kevin RE F LD2004-11 080, 1611 Gulf to Bay Blvd , Liberty Ba nk So long as It IS acceptable with Kevin Garnott, I don't see a problem submitting for slle and bUilding permits prior to the Apn119, 2005, COB meeting to allow them to be reviewed and potentially ready for Issuance pending the COB decISion and appeal penod Submittal would be at their risk, should the COB deny the FLD request -----Onglnal Messagem-- From: Thompson, Nell Sent: Tuesday, March 15, 2005 3 50 PM To: Wells, Wayne Subject FLD2004-11 080 Wayne, I received a request from City administration through Mike Oelk to come up with suggestions on how Liberty Bank may expedite the post approval process for them to get bUilding permits May they apply for those permits now, so they Will be ready at the end of the appeal period? Any other Ideas Let me know Nell 1 ,'" (~ '~J , I ' lfu I~ MAR I 5 mi \~ PWoiNiNG &, lit V lOPMEN r svcs FORM llSO-'l4O-24 SYS'rnMS I'I..ANNlNO ~lor4 STATE OF FLORIDA IJE1' Al<ThffiNT OF TRANSPoRT AnoN POSED STATE mGHWA Y ACCESS CONNECTION NOTICE OF INTENT TO ISSUE PERMIT THIS IS NOT A PERMIT I HIS NO ncE, OF INTeNT IS ONLY VALID FOR I YF AR FROM SIGNING DATE IN PART 6 NOIE, PART 1: APPLICATION INFORMATION APPLICA.T10N NUMBER 04-A-799-OO95 CERT# 7699 3400 0016 2779 2545 Project Name Liberty Bank State Road Name/Number SR-60 Gulf to Bav Sectton Number 15040 Mamtenance Office PINEUAS MAINTENANCE I BRIAN A BENNETI. P E Penml StaJf~ Appbcant LIberty Realtv Group (R.esponmble Officer) Ma1lmg Addm;s 2963 Gulf to Bav Blvd.. Sune..220 - Telephone 727-796-2700_ Clearwater DIy f1 Stale 33759 Zip Code PART 2 NOTICE OF ~ENJ' TO IS~UE PERMIT YOU ARE HEREBY ADVISED: The FIonda Department of TransportatJ.on has completed Its reVlew of the subject connectJ.on pernnt ApphcatJ.on received 02/2 8/05 for COnsIstency WIth Rule Chapters 14-96 and 14-97, F A C , and current Department spacmg, locabon, and desIgn cntena and hereby ISSueS thts "NotJ.ce ofIntent" to Issue the subject pemut consIStent WIth the pemut Apphcation X Issue the subject pemnt COnsistent WIth the pemut ApphcatJ.on and subject to the attached prOVISIOns TIns notIce of mtent to Issue a pernut does NOT constJ.tute Department pernut ISsuance The pernnt WIll be iSSUed after the pemuttee shows proof that a vahd local government development approval or development order has been gtVen to the SiteS served by the connectIon and SpecIal provIsIons of the approval COnsistent WIth the permtt apphcabons and comhtlons prev10usly noted No colUlectlon work on the nght-of-way shall be lIDtJ.ated unttl the Department PermIt IS actually ISsued Any changes to the sde(s) plan wlll reqmre re-evaluatJon of the connectIon(s) Tlus notJ.ce IS valid for one year, from the date OflSSuance. and can only be extended With approval by the Department for problems outsIde the control of the applIcant pursuant to Rule Chapter 14-96, FA C Tlus Notlce of Intent IS transferable as specified only m Rule Chapter 14-96, F A C Continued next page FORM lrn).OOl.!4 SYSTEMS PU.NNlNG 01/99 l'I8<~ol'4 PART 3. CONDITIONS, CmIdrt10ns to be met before Pemut will be ISSUed Standard I Assurance of performance pursuant to Section 334 187, F10nda Sblutes (urequU'ed) 2 NottficatJon of all known nght of way users affected by the oonnectIon(s) 3 Comphance With dmmage requlMl1ellts m Rule Chapter 14-86, F AC Specral I Approved dramage penmt or letter of exemptJ.on from F DOT DlSlnct DraInage Department 2 lAter ofLooal Government approval mgned by the proper per.;on. ( CIty of Clearwater, Wayne WeUs) 3 Revue plans to reflect dual mgns on both mdes of proposed dnveway (Stop Signs WIth supplemental plates sta1u\g Right Turn OnlY. facmg pari;mg lot, mclude Do Not Enter on reverse SIdes facmg roadway) NO fE UPON RECEIVING AN APPROVED PERMIT, BEFORF CONSTRUe lION IS ro BEGIN, THE APPLICANT SHALL DELIVER TO fHE DEI' 4.RTMENT PROOF OF INSURANCE VERIFYING THAT THE APPLICAN 1 OR THE APPUCAN I '8 CONTRACTOR HAS COVERAGF UNDER THE LIABILITY INSURANCE POLICY IN ACCORDANCE WI I H THE REQUIREMENT<; or FLORlDA ADMINISTRATIVE CODE, RULE CHAPTER 4-96007(5) (C) 6 If you should have any further questions, please contact Mr. Ron Selchko of this office at (727) 570-5101. .' fO\lM ~24 SYS1'liM'I P1ANNIN(I 01J9ll PII/lC l 01'4 -"' , PART 4 NOTICE OF DEPARTMENT AUTHORITY All approved COIlIlectJ.on(S) and turnmg movements are subject to the Department's cootummg aulhonty to revoke or modrlY such COIlIlectJ.on(s) Of turnmg movements m order to protect safety and tmffic opern1tons on the state Inghway Of State lhghwa y System. 2 Transportation Control Features in the state rigld-oJ.way. TransportatIOn conlrol features m the Department's nght of way. IJtCludmg. but not llll1Jted to, traffic SIgna1s, medians, medtan openmgs, Of any otht:c tnmsportaI.1on control features or measures m the state nght of way are opera1lonal and safety charnct.enstu:s of the Slate HIghway and are not means of access.. The Department may mstall, remove, or modtIY any present Of future transportatnHl oontroJ feature m the state nght-of-way such lIB median opemng, traffic control devn:e., or a fi:ature affectIng tummg movements through a COIlIlectJ.on, to II1llke changes to promote safety III the nght of way Of effiCIent traffic operations on the Inghway PART 5 DEPARTMENT CONTACf NAME Ron Setchko ADDRESS 5211 ULMERTON ROAD CLEARWATER. FLORIDA 33760 PHONE (7271 570-5101 SIGNATIJRE OF DEPARTMENT OffiCIAL PRINT OR TYPE NAME Bnan A Bennett P E PRINT OR TYPE POSmON Pmellas Maurtenance EnI!lJl<<r DATE March 10.05 PHONE (727)570-5101 CC D Olson, N Latallle, W Wells, D Karas, B Zarleng, Flle FORM R5O-OO)-M S"I'STIiMS PI.N<NlNO ~lm ~4014 PART7 APPEAL PROCEDURES In accordaoce WIth SectIon 120 57, FJonda SWUleS, you may request a formal proceedmg punllIllllto SectIon 120 57( I) "FIomla Slalutes. If yo\! <b$agree WIth the facts stated 10 nolIce of lll1enIto JflSUli penmt (heremafter 'NOtICe') If you do no! d1sagre<: WIth the facts stated Ul the Noll... or If you would prefer an mfwmal proceedmg, you may request an mfmmaJ proceod1ng pursuanlto $ectllln 120 57(2). Flonda Statutes Y 011 must maIl or delIVer the wnltell request to Clerk of Agency Proceedings Department of Trnnsportallon Haydon Bums Bwldmg 605 Suw= Street, MS 58 Tallahassee, FJonda 32399-0458 1be wnltell request for an admunstnwve prc;>oeedmjj must conform to the reqwremenls of Rules 28-106 104 and 28-106 III F10nda AdmmtsIralwe Code, and must be =wed no later than 21 days afler you have recewed the NotJ.. If a llIlldy wnltell request for an adnun\$traUve proceedmg 15 no! receM:d, the NotJce WIll bcocnne =l=ve and final and Depamnent acl10n will be taken as !Ilaled m the Notice THE WRITIEN REQUEST MUST CONTAIN THE FOLLOWING I Your name, address, and telephone number, and the Department appbca1ton number 2 An explanlltlQn ofhow you are affected by the aclIOII described In the Notlce 3 A statement ofhow and when you receiVed the Notice 4 A statement of whether you d1sagree With the facts stated In the N otlce and, If so, what facts are disputed. 5 A statement ofv.flether you disagree With anynon-fuctuaI rnatten.1II the NotIce (e g., pohcy or legal statementll) and, Ifoo, what non-factual matters are disputed. 6 A statement of the basiC facts that support opposition or moddicatlOn to the acl10n to be taken under the Nol.J.ce 7 A sLatement 1dent.J.tYmg any rules or statutes that are reiled upon to support oppostl.J.on or modtficat.J.on to the acl10n to be taken under the N otlce 8 A statement of tht: rebef that you seek. 9 A statement whether you are requesl.J.ng a formal or mformal proceedmg. U lOA statement of any other mfonnat:lon that you contend IS material 11 A complete copy of the Nol1ce, mcludmg tlns Notlce of Appeal RIghts. UFORMAL Vs. INFORMAL PROCEEDING Tn a.ocordance wrth Sectton 120 57, Ronda Statutes. you may request either a formal prooeedmg pursuant to Secl.J.on 120 57( I), Flonda Statules, or an mformal proceedmgpwsuant 10 SectIon 12057(2), Flonda Statutes. Howevet', to be enl.J.t1ed to a formal proceedmg. there mm:t be d1sputed ISSUeS ofmatena1s fact (Le. facts. at lSSIIe that are relevant under law or agency rule) If there are no disputed lSSIIes of material fact, an mformal proceedmg wIll be held. If vou do nol: elttlTtSSly l1lllIlC!lI a formal Droceedlll2. YQUl" request. Will be treated lIS a reauest for llII mfonnaJ. vroceedml!. If a fonnal proceeding 15 requested and rt 15 deternuned that you are enI.1tIed to a formal hearmg, ttuB matte!' Will be referred to the OMmen of Adnnl1lstratlVe HeanDgI, where you may present W!tnI:lIses and evuknce and cross examme other wrtoesses before a hearmg officer, who WllllSSI.J> a recommended order that will be revIewed by the SecretaJy of TransportatIOlL Yau WIll be llOtIfied of the tune., place. and date of the hearmg by the DiV1SIOlI of Admunstrat.J.ve Heanngs If an mformal proceeding IS held, you will have to proVIde the Departrnent With any wntten docwnental.J.on 01" legal arguments wtnch you WISh the Department to OOIlSlder lfvou WISh to make an oral oresentatJ.en (m oerson 01" bv telephone). you must so state m vour request for an mfurmal tm,x:eedmg, You will be not.J.fied as to the tune penod wrthm wtnch to submrt wntten document.a1!on as WillI as a date at winch an oral pnsentatIon may be made If you have requesled such an opportwuty GW0p200<\NIPOO9.1G<><<1l- ""'" <l>< RECYCLED$. CDB Meetmg Date Case Number Agenda Item Owner/ApplIcant Representative Address March 22. 2005 FLD2004-11080 E4 Liberty Bank Group Bryan Zarlenga. TBE Group. Inc 1611 Gulf to Bay Boulevard ORIGINAL CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval (1) to permit retail sales and service (bank) and offices m the CommerCIal DistrIct with a reduction to the front (north) setback from 25 to 23 5 feet (to pavement), a reduction to the front (east) setback from 25 feet 20 feet (to bUlldmg), an mcrease to buIldmg height from 25 feet to 28 feet (to roof deck) wIth an additional 3 33 feet for parapet (from roof deck) and an addItIonal 8 83 feet for archItectural embellIshments (from roof deck and a devIatIOn to allow dIrect access to a major arterIal street (Gulf to Bay), as a ComprehensIve Infill Redevelopment Project, under the prOVIsIons of SectIon 2- 704 C, (2) to permIt non-reSIdential parkmg m the MedIUm DenSIty ReSIdentIal DistrIct With a reductIOn to front (east) setback from 25 feet to 15 feet (to pavement) and a deviatIon to place landscapmg on the mSlde of the buffer fence along the west and south SIdes of the property, as a ReSidential Infill ProJect, under the provIsIOns of 2-304 G EXISTING ZONING/ LAND USE: CommerCial (C) and MedIUm Density ReSidential (MDR) Dlstncts, CommerCial General (CG) and ReSidentIal Urban (RU) CategorIes respectively PROPERTY SIZE: o 96 acre total (41,781 square feet) PROPERTY USE: Current use Vacant (formerly a restaurant and attachdd dwellIngs) Proposed use Retal I sales and servIces (bank) and offices WIth assOCIated off-street parkmg ADJACENT ZONING/: LAND USES North CommerCial Dlstnct, Retail sales West CommerCIal and MedIUm DenSIty ReSIdentIal DIStrICtS, Retail sales and detached dwellmgs Staff Report - CommunIty Development Board - March 22,2005 Case FLD2004-11 080 - Page 1 of 2 East CommercIal and MedIUm DensIty ResIdentIal Dlstncts, Retail sales and detached dwellmgs South MedIUm Density ResIdential DIstnct, Detached dwelhngs CHARACTER OF THE IMMEDIATE VICINITY: The Immediate vlclmty contams a mIxture of commercIal, detached and attached dwelhngs UPDATE: Due to mcomplete advertIsmg of the request, this apphcatlOn must be contmued to the Commumty Development Board meetmg on Apn119, 2005 Prepared by Plannmg Department Staff S IPIi/l1llIllg DepmlmemlC D BIFLEX (FLD) I l'enrlmg casesl Up Jor the nUl CDBIGulf 10 Bay 1611 LIberty Balik (C) J 22 05 CDB - WWlGulflO Hay 1611 SwffReporlfor 3 22 05 CDB rloc Staff Report - Commumty Development Board - March 22, 2005 Case FLD2004-11080 - Page 2 of 2 Wells, Wayne From Sent To Cc Subject. Wells, Wayne Thursday, March 10, 2005 11 52 AM Haines. Angel, Delk, Michael Tarapanl, Cyndl RE Message - Sill & Garry I have spoken to Bill & Garry and explamed that there IS an advertisement error for the March 15 and March 22, 2005, CDS meetings for thiS case In that the parking reduction was not Included In the request that was advertised Unfortunately, with the advertisement error, thiS case must be re-advertlsed for the April 19, 2005, COB meeting ThiS IS a case that I have mherlted from Keyl Groff There are other comments that I have provided to the applicant to correct application matenals (application, site plan and elevallons) that do no! have anything to do with the advertisement Issue --mOrlglnal Message----- From: Haines, Angel Sent. Thursday, March 10, 2005 10 21 AM To: Delk, Michael Ce. Wells, Wayne Subject Message. 8111 & GaIlY B III called on Cynd I' s II ne wh iI e yo u were I n the Long Range meet mg He SOl d the d eve loper, Mr Dargonero, for Liberty Bank was concerned about comments he receIved from Wayne that said thiS will make the case be pushed back from the March CDB to April The developer wants to know If thiS can be resolved before permitting becomes delayed? Bill asked for you to call him or Garry to fill them In on thiS Thanks Angel 1 Wells, Wayne From' Sent To' Subject Kambourollas, Sam Wednesday, February 09,2005431 PM Wells. Wayne FW Map Request FLD2004-11080 ~ ~ ~ aenal doc eXisting doc location doc Soto Kambourollas CAD Technician City Of Clearwater (727) 562-4769 -----Qng Inal M essage----- From: Groff, Keyl Sent Wednesday, February 09, 2005 2 59 PM To: Kambourohas, Sam Subject: Map Request FLD2004-110aO ~ ~ Map request form doc ~ zone doc Attached IS a map request for FLD2004-11080 for 1611 Gulf to Bay Blvd I will bnng over the paperwork The survey that I bring you, you may keep Please note Wayne Wells as the planner, not me Thanks - Keyl L Groff M R C P Planner II City of Clearwater Planning Department 727 562 4539 keyl groff@myclearwater com 1 - Conditions Associated Wifn FLD2004-11080 1611 GULF TO BAY BLVD FIre Condition Joe Colbert 562-4567 xt 3548 01/12/2005 Grate Inlets S-1, S-2 & S-3 must be rated HS-20 for Fire Vehicle load rating Not Met 1/12/05 J_C Although the narrative reply to this comment says that the grate Inlet will meet the requirement of Fire Vehicle weight ratings, the plan details state a rating of H-20, which IS the rating for a box truck and not for an 80,000 pound fire truck The reqUired rating for this gnll Within the roadway IS HS-20 Landscape Perimeter Condltl Arden Dittmer 562-4604 01/11/2005 Plan does not meet the reqUirements of pen meter plantlngs In Code Section 3~1202 0 Apphcant must provide a Comprehensive Landscape Program application to request for a deViation to the minimum standards of the landscape Code Specifically, the minimum distance required for buffer on the west Side of the southern port~on of the parking lot IS 12 feet adjacent to Single family reSidential where only ten IS provided Also, the minimum distance reqUired for buffer on the east Side of the dnve-thru lane IS ten feet from the property line where eight IS provided N~'T"""" ** By shifting the plan on the northern half of the site two feet to the ~nd by shifting the southern parking area two feet to the east you Will meet the minimum landscape requirements and not be reqUired to submit the ComprehenSive Landscape Program Application Solid Waste Service Please align Dumpster enclosure With With Gulf to Bay entrance As It IS a one way the Dumpster Will be serviced byentenng on the Gulf to Bay Side Zonmg Condition Shift the dnve thru and bUilding to the west to accommodate a 10 ft setback from YelVington Ave Reduce the length of parking spaces on west Side of bUilding to provide the additional 2 feet Relocate Sign from NW corner of site to North Center location Relocating Will reduce visual obstacles for cars pulling onto Gulf to Bay and will Increase sign VISibility Remove three most eastern parking spaces to proVide a 23' buffer to Yelvmgton Shift the parking lot In MDR dlstnct 2' to west to Increase the landscape buffer to 12 feet Remove two most southwestern parking spaces and relocate dumpster to area Reduce the height of 6' high PVC fence on SE corner to 36" for the first 25 feet to meel code Pnnt Date 01/13/2005 Page 1 of 1 Not Met Not Met Not Met Not Met Not Met Not Met Not Met CaseCondltons CITY OF CLEARWATER LANNING AND DEVELOPMENT SERVICES MUNICIPAL SER VICES BUILDING 100 SOUTH MYRTLE AVENUE POST OFFICE BOX 4 748, CLEARWATER, FLORIDA 33758-4748 Telephone (727) 562-4567 Fdx (727) 562-4576 1/5/2005 FLD 00-06-21 FLD 00-08-33 FLD 00-10-47 FLD 00-11-50 FLD 00-12-64 FLD 01-01-03 FLD 01-05-21 ~ Sdbo.t.A-. ~ ~ ~+o ~f&W APR 1485 GULF TO BAY BLVD comprehensive Infill Project,~reduce the front setback from 25 feel to 15 feet (San Juan Street), 113 unpaved parkmg spaces and Comprehen~lve LanrlscapeProgram DEN 3006 GULF TO BAY BLVD FleXIble Development approval to rcduce the required number of parklllg spaces from 21 spaces to 18 spaces, as a ComprehensIve Inftll Redevelopment Project wlth ComprehenslVe Landscape Program APR 1825 GULF TO BAY BLVD Flexl ble Development approval (F L 00-10-47) to permit a problematic use III the Commercial Dlstnct wlthm a bUlldmg which does not meet all ofthe current land development regulatIOns (per Section 2-704 K 4 of the Land Development Code) and IS wlthm 500 feet of another problematIc use (per SectIOn 2-704 K la of the Land Development Code) a~ part of a Comprehensive InftH Redevelopment Project, Comprehensive Sign Program and a Comprehensive Landscape Program VOl 2463 GULF TO BAY BLVD # 257 Flexl ble Development approval to allow the estabhshment of a 64 space R V Park wlthm the CommerCial 01 stnct eMP 3070 GULF TO BAY BLVD FleXible Development approval to allow for have access to a major artenal street (Gulfto Bay Blvd) -- APR 2394 GULF TO BAY BLVD A FleXible Devclopment approval to allow vehicle sales and dIsplay III the Commercial Dlstnet With the followmg requests as part of a Comprehen~lve Infill Redevelopment Project A reductIOn 1ll lot area from 40,000 square feet to 32,929 squarc fect, 8.]eduetlon m lot width from ZOO feet to 100 feet, ~ reduct~~n m front (south) setback from 25 feet to 7 5 feet for venlcle display,) \Io a~low ve~play Within the re~~~e~_!,,"ont setback (FIlxlble-Stan-dard-Development cntena - Section 2-704 T3), To allow vehIcle ~ales and display on a lot conhguous-to-property deSIgnated as residential III the zomng atlas. To allow vehICle sales and dIsplay on a lot WIth less than 7,000 square feet of enclosed bUlldmg (f1cxlblc Standard Development cntena- SectIOn 2-703 Tl), To allow vehIcle "ales and display outSIde of an enclosed butldlllg (FleXIble Development entena - SectIon 2-704 R3), and A reductIOn m'requITed parkmg spaces from 77 space~ (25 spacc"/IOOO square feet ofGFA) to 4 spaces APR 1698 GULF TO BAY BLVD FleXIble Development approval to reduce the number of reqUlred parkmg from 68 spaces to 50 spaces, as part of a ComprehenSIve Infill Redevelopment Project WIth a ComprehenSive Landscapmg Program FLD 01-10-33 APR 2855 GULF TO BAY BLVD termmatlOn of status of non-conformIty for an eXI stmg 94 bed assl sted Ii vmg f aeli Ity III the CommerCial 20m ng Dlstnct Also Illcludes comp land~cape plan apphcatlon Status REC = Received APR = Approved WIT = Withdrawn CMP = Completed DEN = Demed U \CR\PPLAN2 6 I\OTHER\GulfTo Bay Development rpt fL001-11-34 APR 1641 GULFTOBAYBLVO FLEXIBLE DEVELOPMENT APPROVAL THROUGH A COMP INF1LL PROJECT TO RECONSTRUCT ON EXISTING FOOTPRINT .. LO 02-02-04 APR 3006 GULF TO BAY BL V 0 F]exl b]e development request to open a restaurant under the provl Sl ons of a ComprehensIve I ntill Redevelopment ProJ ect fLO 02-03-07 APR 1751 GULF TO BAY BLVD FleXIble Development request (1) to reduce the mmlmum lot area from 40,000 square feet to 25,087 square feet, reduce the pt!!!lmu_mJot wldth from 200 feet to 135 feet,[reduce the front (north) setba~m)5 feet to 12-fano paveme~~ tt::...front (ed~~etback from~~ fee!_~_ one f06t to bUlldmg and ~~~feet to pavem6rirreduce-the-slde-(south)-<;etbdck from 10 feet to five feet to bUlldmg and pavement. reduce the Side (west)sctOaek-from 10 feet to five feet to bUlldmg dnd pavement to penmt vehIcle sales and dlsp]ay, wIth allowances to be located contlguou<; to rcsldentlally zoned property dnd wIth outdoor dIsplay ofvehlcle<;, (2) and to merease the gross floor area of an accessory dwellmg from 25 percent (1,534 square feet) to 304 percent (1,868 squdre feet) of the prmclpal use, both as part ofa ComprehenSIve ]nfill Redevelopment Project, under the proVISIOns of SectIOn 2-704 B, wIth a ComprehenSIve Landscape Program under the provISIons of SectIOn 3-1202 FLD2003-06031 APR 1988 GULF TO BAY BLVD FleXIble Development approval to 1) permIt a non-reSIdential parking lot wlthm the HDR Dlstnct With reductIOn m the \!!~mt (east) setoacK along SrIercules Avenue from 25rect to 15 feet (to pavem~tf'pnder the proVISIOns of SectIOn 2-504, and 2) reduce the setbaCKs-for eXIstmgJ!~kLllg_areas:JoLan_office_aevclopmenLwlthmJhe CommercIal Dlstnct mcludmg fiie-fro~_~so~th) sc!!,a.ck alo~g 6tJfto Bg)' Blvd J~JeeUo_15..feet(to_p~a~m~), the front (west) setback a]o~ \Aurora Avenue from 25 feet to 3 feet (exI<;tmg pdvement) and the SIde (south) setback from 10 feet to TfceC(to pavement), ~i1der the provlslOns of Section 2-703 I --'J FLD2004-02014 APR 2551 GULF TO BA Y BLVD Flexlble Development to permIt reductlO~ to the front (north) setback along GulftoBaiBoul~varaJrom 2YfeectoT5/ceiJ \to-pavement, the front (west) setback ~Ion~ !32'Pass Dnve fT~m 25 f~~ to five feet to pavement,\the slde-(southtsetbae from-IO-feet to zero feet to pavement, the SIde (east) setBaCK from 10 feet to three feet to pavement, reduce the amount of parkmg from 15 spaces per 1 ,000 square feet to 9 7 spaces per 1,000 square feet for restaurant, as a ComprehenSIve I nftll Redeve]opment Project per sectIOn 2-704 C FLD2004-06045 REC 3040 GULF TO BAY BLVD r FleXIble Development dpprovdl (I) to permIt offices wltbln-1he~CommercJaLDlsmct wlth reductIOns to the fronf(soum)~ ~oaCkfFom 25 feet to ii-feet (t~ b~dmg) ;nd fr~l!1 }~~~et to 15 feet (!~:u~avement), redL~<:!.I.9n'" t? th~ ~onr(west) set~~ ftom 25 feet (5' 15 feet (to bUl ]dmg and pavemen1 and an mcrease to bUlldmg height from 25 feet to x feeC(to-roof aecK), as a Comprehensl ve Inftll Redevelopmcnt ProJ ect, under the provIsions of SectIon 2- 704C, (2) to permit non-reSldcntl al off-street parkmg In the Low MedIUm DenSity Resldentml Dlstnct WIth a devmtlOn from the requlrcment that such parkmg be surface parkmg only to allow a parkmg garage and an merease to bUlldmg hctght from zero feet to x feet, as a Resldentlallnfill Project, under the prOVISIOns of Section 2-204 E, and (3) the vacatIOn of Bay Street between Carolina and Tennessee Avenues, Carohna Avenue between Bay Street and Mcadow Lark LcIne, Tennes~ee Avenue between Bay Strect and Meadow Lark Lane dnd dn cilley between BdY Street and Meadow Lark Lane and between Carolma and Tcnne<;,>ee A venues FL02004-08058 REC 220t GULF TO BAY BLVD Statu~ REC = ReceIved APR == Approved WIT = Wlthdrdwn CMP = Completed DEN = Demed U \CR \P P LAN2 6 1 \0'1' HER \Gul f 'I' 0 Bay Development rpt FlexIble Development approval for the change of use of an cXI"tmg automoblle scrvlce statIOn to a 2 266 s f restaurant with a 5 14 "quare foot outdoor scatIng arca The rcqucst I ncl udes a park! ng reduct! on from 34 to 23 parkmg space!:> (1 0 2 per 1,000 s f of GF A), a reductIOn to the sIde (east) setback from 10 feet to three feet to match thc cXI<,tmg bulldmg and a rcdUGtlOn to the sIde (east) setback from 10 feetto zero feet for a proposed outdoor seatmg area and side (west) setback of the Retall Stnp center (523 S Belcher) from 10 fect to zero feet for a proposed outdoor seatmg area, a" a Comprehenslve Redevelopment Infi 11 ProJ ect, per sectIOn 2- 704 C of the CommercIal Zonmg Dlstnct FLD2004-09063 REC 3158 GULF TO BAY BLVD (1) FlexIble Development approval to penmt offices wIth a reductlO11\to'the-front (south)setDa~5JeeUo zero fect ~~~ ~ a reduction to the side (west) setback from ten'feet to-five'feet-(to'pavement), a reduction to the rear (i1onhn-et15acK from 20 feet to five feet (to pavement), an mcrease to the maxImum heIght ofthc bUlldmg from 25 feet to 50 feet (to roof deck) and a deViatIOn to merca<;c a <,tormwater retention areas wlthm the front buffer area from 50 to 61 2 percent, as a ComprehensIve Infill ProJcct, undcr the provISIon<; of ScctlOn 2-704 C, and to permIt a reductIOn to thc landscape buffer along Gulfto Bay Boulevard (south) from 15 feet to zero feet (to dumpstcr stagmg area), a reductIon to thc landscapc buffcr along thc north property lme from 10 feet to five feet and to ellmmate the reqUired fivc-foot WIde foundatIOn landscapc area, as d ComprehensIve Landscape Plan, underthe proVIsions of SectIon 3- I 202 0, and (2) Prehmmary Plat for two lots FLD2004-09069 REC 2660 GULF TO BAY BLVD Request for FleXIble Development approval for reductIOn of the slde (east) setback from 10 feet to three feet (to pavement), a reductIOn to the rear setback from 20 feet to SIX feet (to pavement), a reductlon m the reqUired parkmg spaces, and reductIOns to the landscape buffers, as part of a ComprehensIve Infill Redevelopment ProJ ect, under the prOVISIOns of SectIOn 2-704 C and as part of a Comprehensive Landscape Program, under the prOVISIons od Section 3-1202 G FLD2004-11080 REC 1611 GULF TO BAY BLVD (l)Flexlble Development approval to perml~tall ~Ies and servIce (bank) m the Commcrclal DI<;tnct wlth~iTCtl~ 'the ~~~) setback from 25 fcet to 10 feet ~~llIQlnma reductIOn to reqUIred parkmg from 47 spaccs to 38 spaces, dcvmtlOn to allow acccss from a major artendl <;treeC(GUlfto Bay), Increase to bUlldmg heIght from 25 feet to x feet (to roof deck), and a ComprehensIve Infill Redevelopment Project, under the provIsIOns of SectIOn 2-704 C (2) to permit non-resIdential parkmg m the MedIUm DenSity ReSIdential Dlstnct WIth a reduction to front (east) "ctback from 25 feet to II feet (to pavement) WIth a deViatIOn to place landscapmg on the mSlde of wall or fence, as a RC"ldcntlal Infill Project. undcr the provISIons of2-304 G FLD2004-11081 REC 3070 GULF TO BA Y BLVD r;-- (I) ~ex I bl e Development approval to permIt an addItional overnIght accommodation use WIth a reductlQQI0~ \J~~I!L setback-from 25Tect to 15 feet (to pavemcnt) and to allo~cccss to a major artenal street, as a ComprehensIve 'InfilrRedeveJopment ProJect, unoefthe provIsIOns of SectIon 2-704 C, (2) VacatIOn of a portIOn of the Bay Street nght-of-way to the west and a portIOn ofthe alley to the north FLS 00-01-02 APR 2495 GULF TO BAY BLVD 161 To convert the eXlstll1g, vacant BUIlder fects Square bUlIJ-mg to a Home Depot, reduce reqUIred parkmg from five spaces per 1000 squ,lre feet ofGFA to four spaces per 1000 square feet ofGFA and move an eXIstll1g loadmg dock on the ~outhwc"t "Ide ofthc blllldmg 90 feet to the ea~t FLS 00-02-04 VOl 3006 GULF TO BAY BLVD FleXIble standard development approval to establish a mghtclub m the CommercIal Dlstnct FLS 00-03-19 VOl 2495 GULF TO BA Y BLVD FleXIble Standard development approval of outdoor sales and display on a year-round baSIS Statu" REC = Recclved APR = Approved WIT = WIthdrawn CMP = Completed DEN = Demed U \CR\PPLAN2 6 I \QTHER\GulrTo Bay Development rpt FLS 00~05~38 FLS 00~07~46 FLS 00~IIM78 FLS 02~02~15 FLS 99~08~51 F LS2004~04026 FLS2004~07049 FLS2004-12085 APR 2760 GULF TO BAY BL VO ApplicatIOn for Flexible Standard develQRment apRroval (FLS 00-05-38).10 allow an automobile service statton In the C (Commercial) Dlstnct, la_reductlOn-of-the-front-sethack-froffi.25_feeLto-1 0 5-fcet,lthc ~ldc ~ctback from ] 0 feet to 6 91 feet (west property lme), the rcar sctback from 20 feet to five feet, and reduce the parkmg requuement from 99 spaces to 83 spaces APR 3070 GULF TO BAY BLVD Flexible Standard Development approval mcrea~e the heIght from 25 feet to 50 feet for a propo"cd overnight accommodatIOn e<;tablishment APR 2201 GULF TO BAY BLVD FlexIble Standard apphcatton to permIt a vehIcle service statton m the commerCial dl<;tnct APR 2575 GULF TO BA Y BLVD Flexlble Standard Development apphcatlOn to penmt an automotlvc scrvlce statIon wlthm the CommerCial Dlstnct under the provlSlon~ of SectIOn 2-703 and to reduce the reqUIred parking for a retat! sales and servIce estabhshment wlthm the Commercial Dlstnct from five spaces per 1,000 square feet of gross floor arca (676 <;pace<;) to 4 72 spacc<; per 1,000 square feet of gross floor area (638 spaces) APR 1675 GULF TO BAY BLVD Flexible standard development approval to reduce the reqUIred parkmg to 4 4 spaces per one thousand (1,000) square feet of gross floor area (GF A) where five (5) spaces per one thousand (1,000) square feet I~ the minimum requued APR 2760 GULF TO BAY BLVD FleXIble Standard Development for development of6,600 square foot bank/credit umon and a 4,700 square foot retail bUlldmg The request-Is-for-a-front (south) setback reductIOn from 25 feet to 15 to parkmg lot pavement \ ~ -~ VOl 2201 GULF TO BAY BLVD appltcatton was upgrade to an FL02004-08058 REC 2575 GULF TO BAY BLVD FleXIble Standard Development approval for an additIOn to an eXisting retat! sales and servIce use, In the CommercIa] (C) Zon I ng 01 stnct The rcquest mcl ude<; a reductIOn m the number of parking spaces from 4 72 spaec~ per I ,000 ~q ft GF A to 449 spaces per] ,000 sq ft GFA, and an Increase m bUlldmg height from 25 feet to 34 ]66 feet to top of parapet, per SectIOn 2-703 R Status REC = RecelVed APR = Approved WIl = WIthdrawn CMP = Completed DEN = Dented U \CR\PPLAN2 6 I\OTHER\GulfTo Bay Development rpt c!' ,--.., tl'~Ai~r~.... ,..~~~~.;; ~--~ ';"~dl - ...~~ l "i-Q':, ~C'Jl: -= .~: ~~~Z_ 7~ ~~~'fE'~~~\ Engmeerlng C'<1Holtlon Don Melone 562-4798 12/13/2004 1) Need to locate and show on plans all eXisting utilities along Yelvington Avenue (1-1/2" water and 2" gas) 2) No part of the proposed structure may be constructed within 75ft of the center of the east/west sanitary sewer main Either the bUilding (dnve throught) must be shifted or the sanitary main relocated 3) The proposed FHA adjacent ot the proposed bUilding shall be located on a separate tap All of the above to be addressed pnor to C D B Conditions Associated Witn FLD2004-11080 1611 GULF TO BAY BLVD Not Met The follOWing to be addressed pnor to bUilding permit 1) Need to obtain an approved F DOT permit for dnveway connection Pnor to C 0 '1) Utility easement to be granted for the east/west sanitary sewer main Environmental Condition Heather Faessler 562-4897 12/15/2004 No Issues Not Met Fire Condition Joe Colbert 562-4567 xt 3548 12/16/2004 Grate Inlets 5-1, S-2 & 5-3 must be rated H5-20 for Fire Vehicle load rating Not Met 12/16/2004 ThiS ORC Review by Fire IS not an approval or review of any construction plans or documents other than site work PLEASE ACKNOWLEDGE Not Met Landscape Site Triangle Cond Arden Dittmer 562-4604 12/08/2004 Landscape Plan does not show the Sight triangles as descnbed In Article 3, DIVISion 9, revise the Not Met plan to show these tnangles at all the street and dnveway intersections The plan does not have the tnangle at the NE corner of the site Add thiS on revised plans Landscape 10% Intenor Condl Arden Dittmer 562-4604 12/08/2004 Per Section 3-1202 E 1 Cod e requ Ires a mini mum of 1 0% I ntenor green space of gross vehlcu la r Not Met use area or 12% of gross veh ICU lar use area If pa rklng spaces area greater tha n 11 0% of the reqUired parking Intenor Islands shall be designed so that In most cases no more than 10 parking spaces are provided In a row Interior Islands shall be a minimum of 150 sq ft, and be 8' of green space from back of curb to back of curb ** There IS an area located along the Gulf to Bay bUilding facade indicated as "lntenor" on the plans, thiS area IS reqUired as "bUilding facade" landscaping and does not count towards the "Intenor" to the vehicle use areas The areas Within the parking and dnve Isles IS the "lntenor" landscape ReVise the plan and calculations accordingly In the event that the calculatlns come short, consider changing the curbing along the west Side of the angled spaces to follow the spaces and the diamonds created Will count towards "Intenor" Landscape Island Plant Condl Arden Dittmer 562-4604 12/08/2004 Per Section 3-1202 E 1 - 1 Tree/Island minimum, 1 Tree/150 sq ft of required green space, Not Met Shrubs 50% of reqUired green space, and Groundcover shall be utilized for reqUired green space In lieu of turf Islands along the west parking row do not meet thiS reqUirement Landscape 12/08/2004 Arden Dittmer 562-4604 Print Date 12/29/2004 The proposed elevations depicting the landscape are very different from the landscape plans Not Met There are palms shown on the west and east elevations which are not shown on the plan the vanety on the plan Will not mature to thiS height and Will not have the same appearance as the Canary palms depicted Change the elevations to accurately deplcl the proposed plants, palms and trees, or change the matenals on the plan and the elevations 10 malch Submll revised Ilems CaseCondltons Page 1 of 3 -, FLD2004-11080 1611 GULF TO BAY BLVD Landscape Arden Dittmer 562-4604 12/08/2004 pnor to COB Applicant must provide a Comprehensive Landscape Program application to request for a deviation to the minimum standards of the landscape Code Specifically, the minimum distance required for Intenor Islands IS eight feet between curbs, measured from inside of curb to Inside of curb There IS a Sidewalk In the Island at the south end of the angled parkmg which may never be used Revise the plan by removmg thiS thereby opening the Island for more space In which the tree can grow Just a suggestion The Slgnage proposed IS located In the midst of some palms and landscape which may obstruct views of same Revise the plan as you may want the sign to be vIsible from the street DIscussions were for a monument style Sign low height, and tall plants would be a problem If located m front of the slgnage 12/08/2004 12/08/2004 Land Resource Condition Rick Albee 562-4741 12/29/2004 Show the 14" Washmgton Palm at the NE corner to be preserved on ALL plans pnor to bUilding permit Storm Water Condition No Issues Solid Waste ServIce Please align Dumpster enclosure with with Gulf to Bay entrance As It IS a one way the Dumpster Will be serviced by entering on the Gulf to Bay Side Traffic Eng Condition Bennett Elbo 562-4775 12/09/2004 1 Remove "stop sign" located on the S R 60 access, as thiS IS only a one-way mgress 2 Strategically Install "Do Not Enter" signs and "One-Way" signs where appropriate for safe Internal flow for motOrists Signs and Loactlon of Signs must comply with the current Manual on Uniform Traffic Control DeVices 3 Show stackmg for 18 vehicles for 3-lanes dnve through (Community Development Code Section 3-1406 Vehicles must not Impede through movements nor block any parkmg stalls The average length per vehicle queue IS 20' 4 All angled parking stall dimenSions must comply with current city standards Also Indicate angle (degree) of parking stalls 5 Loadl ng space must com ply with city sta nd a rd s 12' x 35', excl u s Ive of als Ie and man euvenng space and shall have a vertical clearance of 14' 6 General note All vehicles must park on site only No on-street parking Will be allowed 7 Provide a vehicle turning template to demonstrate how a vehicle entering from Gulf to Bay can turn Into Dnve-Thru 1 It may be necessary to use a larger radiUS at thiS mtersectlon 8 All of the above to be addressed prior to COB U Transportation Impact Fee must be determmed and paid prior to CO ** Need a right-of-way permit from FOOT pnor to BUilding permit Zonmg ConditIon With one-way traffic flow from Gulf to Bay and two-way traffic from YelVington, a traffic flow conflict IS produced for southbound and northbound traffiC trying to access the same dnve-thru lanes Addlllonally, a majority of the parking to the south of the drlve-thru Janes, customers Will have to walk thru the drlve-thru lanes, which IS not safe ReVise Code requires non-residential parkmg In the MDR district to be screened by a wall or a fence and landscaped on external Side In order to lessen visual Impacts to residential development, Print Date 12/29/2004 Page 2 of 3 Not Met Not Met , Not Met Not Met Not Met Not Met Not Met Not Met Not Met CaseCondltons . , ~-" ) FLD2004~11 080 1611 GULF TO BAY BLVD Zonmg Condition applicant must screen the parking If proposed black ornamental fence IS non-opaque, replace proposed fence With a solid fence or wall Staff asks the applicant to then place the landscaping on the inSide of the wall to lessen maintenance Issues With nelghbonng properties (Provide a diagram of proposed black ornamental fence) The current site configuration makes customer access difficult, staff suggests alternative deSigns Not Met or sites Code requires that all outdoor lighting In MHDR portion IS automatically sWitched to turn off at 900 Not Met p m As most of the parking IS In the MHDR dlstnct and the parking study Indicates that hours of operation are from 9 am to 9 pm A deViation to lighting hours IS suggested to Insure the safety of employees leaVing after 9 pm DISCUSS Staff Will not support parking spaces under 15 feet from YelVington 2-304 D 2 No off-street Not Met parking spaces are located In the required front setback for detached dwellings In the MDR Dlstnct or Within ten feet whichever IS greater Code prohibits direct access from Gulf to Bay Boulevard 2-704 N 2 Not Met Not Met All parking spaces, Including appropnate access thereto, shall remain unobstructed and available Not Met for use In accordance With their purpose (3-1404 C) Stacking Will conflict With parking spaces Parking study does not provIde numencal Justification for reductions Methodology should Include Not Met comparable Sites, e g Liberty Bank locations of Similar size and function and show parking and customer information Confirm that parking study meets traffiC englneenng requirements lntenor Islands shall be deSigned so that In most cases no more than 10 parking spaces are In a Not Met row (staff has the ability to Increase rows to 15 spaces) 12/2 KLG Not Met Indicate height to roof deck, indicate height of parapet from roof deck and indicate height from roof deck to top of hip roof Pnnt Date 12/29/2004 CaseCondllons Page 3 of 3 retearwater _ -':I&P':.: ,,~ U Pnnted 12/22/2004 Tlme~ dre ~ubJect to change Thursday, December 30, 2004 t)~~ \ &. '0.04' t~ ~ DRAFT ACTION AGENDA DEVELOPMENT REVIEW COMMITTEE 8:30 a.m. STAFF REVIEW 9:30 am Case Number FLD2004-11 080 - 1611 GULF TO BAY B L YO Owner(s). Manatee Real Estate Ine ] I 03 FlOrida Ave Ste 4 Palm Harbor, Fl 34683 TELEPHONE No Phone, FAX No Fax, E-MAIL No Emml Representative T dmpa Bay Englneenng Group Inc 380 Park Place Blvd Cleanvater, Fl 33759 TELEPHONE 727-531-3505, FAX 727-53\-1294, E-MAIL BZARLENGA@TBEGROUP COM Location 096 deres locatcd on the south-west comer of the IntersectlOn of Gulf to Bay Boulevard and Yelvlllgton A venue Atlas Page: 297B Zoning Dlstnct. C, Commercial Request: (1)Flcxlble Development approvdl to peTITut rctall sales and servIce (bank) In the Commcrcla] Dlstnet wIth a reductIOn to the front (cast) setback from 25 feet to 10 feet (to bUIlding), a reductIOn to reqUIred parkmg from 47 spaces to 38 spaces, devldtton to allow access from a major arteria] street (Gu]fto Bay), mcrease to bUlldmg height from 25 feet to x feet (to roof deck), and a Comprehensive Intill Redeve]opment ProJect, under the prov1Sl0ns of SectIOn 2-704 C (2) to permIt non-resldentla] parkmg m the MedlUm DenSity ReSIdential Dlstnct with a reductIOn to front (cast) setback from 25 feet to 1\ feet (to pavement) with a deViatIOn to place ]andscdpmg on the mSlde of wall or fence, as a Resldentl,}] Infill Project, underthe provIsIOns of2-304 G Proposed Use: Retatl sdles and services Neighborhood Clearwater NeIghborhoods CoahtlOn Assoclation(s): Clearwater, FI33761 2544 FriSCO Dnve TELEPHONE 727-725-3345, FAX No Fax, E-MAIL DJw@gte net Neighborhood Skycrest Neighbors Assocl3tion(s) Clearwater, FI 33765 \629 Cleveland Street TELEPHONE 727-442-5856, FAX No Fax, E-MAIL No Emml Presenter Key] Groff, Planner II Attendees Included: CIty Staff Key] Groff, Chip Gerlock, Scott Rice Apphcant Marc Manano The ORe reviewed thiS applicatIOn wltll the followmg comments. General Engmeenng: Development ReView Agenda - Thursday, December 30,2004 - Page \ " I) Nccd to locate.. _ " show on plans all ex IStl ng utIlI tICS along Y el v _, In A venue ( 1 -1/2" water and 2" gas) 2) No part of the propo:;.cd stmcturc may be constructed wlthm 75ft ofthc Gcntcr ofthc ea<;tlwe<;t samtary sewer mam EIther the bUlldmg (dnve throught) must be shIfted or the &amtdry malO relocated 3) The propo:.ed FHA adjacent ot the proposed bUlldmg shall bc located on a separate tap All ofthc above to be addressed prior to COB fhe followmg to bc addressed pnor to bUlldmg permIt I) Need to obtdm an approved F DOl permIt for dnveway connectIOn Pnorto C 0 1) U II It ty easement to be gr dnted for thc eastlwest samtary :;.ewer mal n Envl ro n mental: No ]s:.ues Fire. I Grdte Inlets 5-1,5-2 & 5-3 must be rated HS-20 for FIre VehIcle load rdtmg I 2 Thl<; DRC ReVIew by Fife IS not .In approval or review of any constructIon plam or document<; I other than sIte work PLEASE ACKNOWLEDGE ' Harbor Master No Comments Legal' No Comments Land Resources: No Comments L.lndscapl ng' Development ReVIew Agcnda - Thursday, Decembcr 30, 2004 - Page 2 t " , ~ The proposed ele _,ons deplctmg the ldndscape are very dIfferent n the landscdpe pldns There are palms shown on the west and edst elevdtlOns whIch dre not ~hown on the pldn the variety on the plan will not mdturC to thl~ heIght and WIll not have the same appearance as the Candry pdlmf> deplctcd Change the elevallOm to accurately depIct the proposed plants, palms dod tree~, or chdnge the matcnal~ on the plan and the elevatlOm to match SubmIt revI<;ed Items prior to CDB 2 Applicant must provide a COlllprehen~lVe Lmdscdpe Progrdlll dpphGdtlOn to request for a deviatIOn to the minimum "tandard<; of the landscape Code Specdically, the mInimum dIstance reqUIred for mtenor I<;!ands IS eIght feet between curbs, measured from mSlde of curb to lIlslde of curb 3 Per Sechon 3-1202 E 1 Code reqUlres a mInimum of 10% mtenor green space of gross vehIcular use area or 12% of gross vehlcul ar use area 1 f parkmg spaces drca grcdter thdn 110% of the reqUlred parkmg [ntenor Isldnd~ ~hall be desIgned ~o thdt m mo<;t ca~e~ no morc thdn 10 parkmg ~pdCCS drc prOVIded 1Il a row Intenor Islands shall be a mlOlmum of 150 sq ft, and be 8' of green space from back of curb to back of curb U There IS an ared located dlong the Gulf to Bay bUlldlOg facade mdlcated as "mtenor" on the pldns, thl~ dred IS reqUIred a~ "bUlldmg facade" landscapmg and does not count towdrds the "mtcnor" to the vehIcle u<;e area<; The areas wlthm the Pdrkmg and dnve Isles 1<; the "mtenor" land<;cape ReVIse the plan and calculatIOns accordmgly In the event that the ca1culatms come short, conSIder changmg the eurbmg dlong the we<;t <;Ide of the angled <;paces to follow the spaces and the dlamonds created WIll count towards "mtenor" 4 There IS a <;Idewalk m the Island at the south end of the angled parklllg whIch may never be used ReVlse the plan by removmg thIS thereby opening the l~ldnd for more <;pace m whICh the tree can grow 5 Per SectIOn 3-1202 E 1 - I Treehsland mInimUm, I Treel150 sq ft of reqUIred green space, Shrubs 50% ofreqUlred green spdce, dnd Groundcover shall be utlhzed for reqUlred green space In heu of turf Island<; along the west parkmg row do not meet thIS requlfement 6 Landscape Plan does not show the SIght tnangles as descnbed m ArtIcle 3, DlvlSlon 9, revise the plan to show these tnangles at dll the strcet and dnveway mtersectlOns The plan does not have the tndngle at the NE comer of the sIte Add thIS on revIsed plans 7 Just d sugge~hon The Slgnage proposed 1<; located m the mIdst of some palms and landscape whIch may obstruct vIews of same ReVIse the plan as you may want the SIgn to bc vI~lb1c from the <;treet DISCUSSIOns were for a monument style ~Ign low height, and tall plants would be a problem If located III front of the :>Ignage Parks and RecreatIOn: No Comments Stormwater 1 No ]ssue~ Solid Waste' I Please ahgn Dumpster enclosure WIth With Gulf to BdY entrance As It IS a one way the Dumpster Will be servIced byentenng on the Gulfto Bay SIde Traffic Engmeerlng: I 1 Remove "stop sIgn" located on the S R 60 aece<;~, a<; thIS IS only a one-way Ingress 2 StrategIcally ltlstdll "Do Not Enter" sIgns and "One-Way" sIgns where appropndte for safe Internal flow for motonsts Signs and Loactlon of SIgn" mu..,t comply WIth the current Manual on UllIform Traffic Control DeVIces 3 Show stacking for 18 vehIcles for 3-lanes dnve through (Community Devdopment Code SectlOn 3 -1406 V chIcle" mu~t not Impede through movements nor b lock any park! ng stal I s The average length per vehIcle queue IS 20' 4 All angled parkmg <;tall dimenSIOns must comply WIth current city standard~ Also mdlcdte angle (degree) 0 f parkmg <;ta II s 5 Loadmg space must comply WIth cIty standards 12' x 35', exclUSIve of aIsle and maneuvermg space and shall have a vertical c1edrdnce of 14' 6 General note All vehIcles must park on sIte only No on-street parkmg WIll be allowed 7 ProVIde a vehICle tummg template to demonstrate how a velllc1e entenng from Gulf to Bay can turn mto Dnve-Thru 1 It may be neccssary to use a larger radms at thIS mterseetlOn 8 All of the dbove to be dddre:>:>ed prior to C D B ** Tran:>portatlon Impact Fee must be dctcrtlul1cd ,lnd pdld prior to C 0 ** Need a nght-of-way permlt from FOOT prior to 13Ulldmg permit Development Revlew Agenda - Thur~ddY. December 30, 2004 - Pdge 3 Planning. I With one-wdY traffic now from Gulf to Bay and two-way traffic from Yelv1l1gton, a traffic flow conflIct ]S produccd for southbound dnd northbound traffic trYing to access the !'.dme dnve-thm lanes AddltlOndlly, a maJonty of the parkmg to the south of the dnve-thru lanes, customers Will have to walk thru the drlve-thru lane~, whICh I'> not ,>afe RevIse Code reqUIre,> non-res]dentlal parkmg m the MDR d]':otncl to be ,>creened by a wall or a fence and landscaped on external Side In ordcr to lessen vIsual Impacts to reSldentldl devdopmenl, appllcdnt must screen the parkmg If proposed bldCk orndmental fence IS non-opaque, replace proposed fence With a sohd fence or wall Stdff asks the applicant to then place the Iandscap1l1g on thc mSlde of the wall to lessen mamtendnce ]!'.!'.ucs wIth nelghbonng properties (PrOVIde a dldgram ofpropo<;ed black ornamental fence) The current S]tc configuratIon makes customer dccess d1flieult, ,>taff suggests alternative designs or SltC'> Code requue,> that all outdoor hghtmg m MHDR portIOn ]S automatIcally sWItched to turn off at 9 00 pm As most ofthe parkmg IS m thc MHDR dlstnct and the parkmg study Indlcatcs that hours of operdtlOn drc from 9 am to 9 pm A devldtlOn to hghtmg hours IS suggested to msure the safety of employccs lcavIl1g after 9 pm DISCUSS Staff wIll not support parkmg spaces undcr 15 feet from Yelv1l1gton 2-304 D 2 No off-street parkmg spaces .Ire Iocatcd In the reqLl1red front setback for detae"ned dwellmgs 111 the MDR Dlstnct or Wlthm ten feet whIchever IS greater Codc prohlb]t,> dIrect access from Gulfto BdY Boulcvard 2-704 N 2 .: 2 3 4 5 6 7 8 All parkmg spaces, mcludmg appropnate access thereto, shall remam unobstructed and avaIlable for use m accordancc wIth theu purpose (3- I 404 C) Stdckmg w1l1 conthct WIth parkmg spaces Parkmg study doc,> not proVIde numencal JUStlficdtlOn for reductIOns Methodology should Include comparable SItes, e g L]berty Bank locatIOns of SimIlar size dnd functIOn and show parkmg and customer mformatlOn Confirm that parkmg study meets traffic engmeermg requuements Interior Islands !'.hdll be desIgned so that 111 most Cdses no morc than 10 park1l1g spaces are 111 a row (staff has the ablhty to 1I1crease rows to 15 spaces) 12/2 KLG Ind]catc he1ght to roof deck, 1l1dleate height of parapet from roof deck and 1I1d]cdte hc]ght from roof deck to top of hIp roof 9 10 11 Other. 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B,mellas County Property Appr- ~":r InformatIOn 1429 15 52938000 OT"l Page 2 of 5 " 14 / 29 / 15 / 52938 / 000 / 0030 05-Har-Z005 Jlf1'1 Sf1'I1th, CFA Plnellas County Property Appraiser 08:46'59 Ownersh1p In forr"'latlon Uacant P rope rt'J Use and Sales LIB ERTV BANK OSK, 13991 OPG, Z639 PO BOX 119 CLEARWATER fL 33751-0119 EVACUA TION ZON E NONE COMparable sales value as Prop Addr, 0 of Jan 1, 2004, based on Census Trac t Z65.00 sales froM 2002 - 2003 ' 0 Sale Date OR Book I Page Price (Qual!UnQ) Vae/lf1'Ip Plat InforPlat~on 101 Z, 004 13,868/1,1Z6 1.190.000 (Q) I 19Z5 Book 011 Pgs 038- 9 11.999 10.661/ Z23 380. ODD (Q) I DODO Book Pgs - 0 10 01 0 0 ( ) 0000, Book Pgs - 0 10 OJ 0 0 ( ) 2004 Value EXEMPTIONS Jus t! Marke t' 415.000 HOMestead, NO Ownership % 000 Govt ExeM' NO Use % .000 Assessed/Cap: 415.000 Instltutlonal ExeM: NO Tax Exel"1pt '.t' .000 Historic ExefYl 0 Taxable, 415.000 Agr1cultural, 0 2004 Tax Inforl"1at1on Dlstrict, CW Seawall' Frontage' Clear-water Ylew 04 Millage, ZZ 9694 Land Slze Un1t Land Land Land Front x Depth Pr~ce units Meth 04 TaYes' 10,910 47 1) 14Z x Z94 14 00 41,148.00 S Speelal Tax 00 2) 0 x 0 DO .00 3) 0 x 0 DO .00 Wlthout the Save-Our-HoMes 4) 0 x 0 00 .00 cap, 2004 tahes w~ll be 5) o x 0 00 . DO 10.910.41 6) o x 0 00 .00 W1thout any eXel"1ptlons, 2004 taxes will be 10,910.41 Short Legal lONGUIEW SUB LOTS 3,4,19.Z0 AND ZI Descr~ptlon Building Information http Ilpao co pmellas fl uslhtbm/cgl-cl1ck?o=l&a=l&b=l&c=l&r= 16&s=4&t3=1&u=O&p 3/512005 I;'mellas County Property Appr~ ~er Information 1429 15 52938000 Q?'lf) Page 3 of5 14 / 29 / 15 / 52938 / 000 / 0030 OS-Mar-200S JiM SMith, CFA Plnellas COunty Property Appralser Vacant Parcel Property Use' 000 Land Use 10 08:46' S9 Vacant Extra Features Descrlpt10n o H'1enS ions Prlce Unlts Value ReO Year 1) ASPttAlT 14SPAC 1. SO 14.800 0 22.200 999 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 VA LU E ' 22.200 Map With Property Address (non-vacant) ~~[!][!]g]~ http //pao co pmellas fl uslhtbm/cgl-chck?o=l&a=l&b=l&c=I&r= 16&s=4&t3=I&u=O&p 3/5/2005 ~mellas County Property Appr~'<o.er InformatIOn 1429 15 5293800002'11) Page 4 of 5 -, (? ni b~cr.~ I~08 b1)rr- G LF TO TO TO - > .J W >- 1520 GULF TO 1630 G(J&F TO ) BAY 1575 GULr- 1601 1621 16.3 I 16.37 TO GULl="' GULF" GULF TD W Gfd"F TO TO ~ LIl,KE Z DR LAKE W 51 AVE I<TYSTONE , > DR t!VE c( c c 'tEL VINGTDN KEYS ONE AVE AVE '-' LAKE {!.VE LLI =' ill L,lIKE Z CO aYE La.J r- c., - ..., LAI'(E > LM<E 'rELVI'~~TON Lf) YEL VINGTON KE'ISTONE AVE < ,AVE 6 { ~VE AVE ~ '" '-' LAAJ'f L A1<E 'tEL Vlt'>JGTON YEL VINGT AIlE AVE A\IE 535 ' EL xutoTON KEYA~]rfNE LlIKE AVE iJ~YE 15'22 628 TURNERT RNE T RNER I I 5T SI IG3Ei TURNER 5T 5T T URt-JER 5T 1/8 Mile Aerial Photograph (2002) http //pao co pmellas fl uslhtbmJcgl-chck?o=l&a=l&b=l&c=I&r= 16&s=4&t3=1&u=O&p 3/5/2005 rlllellas County Property Appr~ ~er InformatIOn 1429 1552938000 O?"'f) Page 5 of5 Pinellas County Property Appraiser Parcel Information http Ilpao co plllellas f1 uslhtbm/cgl-chck?o=l&a=l&b=l&c=I&r= 16&s=4&t3=1&u=0&p 3/512005 . CITY OF CLEARWATER NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS The Community Development Board of the CIty of Clearwater, Flonda, will hold public heanngs on Tuesday, April 19, 2005, begmmng at I 00 PM, m the CIty CouncIl Chambers, m City Hall, 3rd floor, 112 South Osceola Ave, Clearwater, Flonda, to consider the following requests: NOTE: All persons wishinl! to address an item need to be present at the BEGINNING of the meetinl!. Those cases that are not contested bv the applicant. staff, neil!hborinl! property owners. etc. will be placed on a comeot al!enda and approved bv a sinl!le vote at the bel!ioninl! of the mcetinl!. I (cant from 1/18/05) LBJ. LLC (BJE, Inc) are requestmg (1) FlexIble Development approval to permit a mixed use (proposed parkmg garage and attached dwelhngs m conjunction with eXlstmg retail sales) wIth a reductIOn to the front (east) setback from 25 ft to 477ft (to bUlldlOg), a reduction to the side (north) setback from 10 ft to 291 ft (to bUlldmg), reductIOns to the side (south) setback from 10 ft to zero ft (to dumpster enclosure), from 10 ft to 1 74 ft (to pavement) and from 10 ft to 26ft (to butldlOg), a reductIOn to the rear (west) setback from 20 ft to 05 ft (to bmldlOg), to lOcrease the bUlldlOg height from 35 ft to 70 ft (to roof deck) with an addItlOnal4 ft for penmeter parapets (from roof deck) and an addItIOnal 16 ft for rooftop pavIhon (from roof deck) and to permIt a bUlldlOg Wlthm the vlSIblhty tnangles, as a Comprehensive Tofil! Redevelopment Project, under the proVISions of Sec 2-803 C , and a reductlOn to the wIdth of foundatlOn landscapmg along Pomsettta Avenue from 5 ft to 477ft, as a ComprehensIve Landscape Program under the provlslOns of Sec 3-1202 G, and (2) Transfer of Development Rights of 4 umts from 656 Bayway Blvd, under the provIsIons of Sec 4-1402 [Proposed Use: Mixed use (4 level parkmg garage wIth 355 parktng spaces and 28 attached dwellmg umts [condomlOlUm] m conJunctlOn with 37,940 sq ft of eXlstmg retad sales)] at 483 Mandalav Ave, Clearwater Beach Park, 1st Add Replat, Blk A, Lots 2-7, & 15 ft Vac Alley on W & Lot 8 FLD2004-090nrrn R2005-0t 0] 5 Ww (i) (cant from 3/22/05) Liberty Bank (LIberty Realty Group) are requestmg Flexible Development approval (1) to permit retatl sales and servIce (bank) and offices m the Commcrcml Dlstnct wIth a reductton to the front (north) setback from 25 to 235ft (to pavement), a reduction to the front (east) setback from 25 ft 20 ft (to bUlldmg), an mcrease to bUlldmg height from 25 ft to 28 ft (to roof deck) with an addItional 3 33 ft for parapet (from roof deck) and an additional 8 83 ft for architectural embellishments (from roof deck), a reduchon to reqUlred parkmg from 38 to 35 spaces and a devIatIOn to allow dIrect access to a major artenal street (Gulf to Bay), as a Comprehensive lnfill Redevelopment Project, under the proViSIOns of Sec 2-704 C, (2) to permit non-residentIal parkmg III the MedIUm DenSIty ResIdential Dlstnct with a reductlOn to front (east) setback from 25 ft to 15 ft (to pavement) and a deVIatIon to place landscapmg on the inside ofthe buffer fence along the west and south SIdes of the property, as a Resident1311nfill ProJect, under the proVISions of 2-304 G (Proposed Use: Bank and office space) at 1611 Gulf to Bav Blvd, Longvlew Sub, Lots 3-4, 19-21 FLD2004-11080 3 (cont from 3/22/05) Haddon House Inn. IRe (Haddon House of Clearwater, LLC) are requestmg (1) FleXible Development approval to penmt 14 attached dwellmgs wIth reductions to the front (south) setback from 25 ft to 15 ft (to bUlldmg) and from 25 ft to 42ft (to trash stagmg area), a reductIon to the front (west) setback from 25 fl to 8 ft from the Coastal ConstructIOn Control Lme (to pool deck), reductions to the Side (north) setback from 10 ft to 59ft (to bUlldmg), from 10 ft to 5 ft (to pool deck) and from 10 ft to 2 ft (to Sidewalk), a reduction to the side (west) setback from 10 ft to 3 2 It (to sidewalk), a reductIon to the slde (east) setbac,k from ] 0 ft to 6 ft (to sidewalk), and an Increase to height from 30 ft to 64 ft (to roof deck) with an additional 4 16 ft for penmeter parapet (from roof deck) and an addltlonal15 83 ft for a rooftop pavilIOn (from roof deck), as a Residential Infill ProJect, under the provISIons of Sec 2-404 F, (2) a reductlOn to the landscape buffer along Idlewlld Street from 10 ft to 42ft (to trash stagmg area), a reductlOn to the landscape buffer along the north property hne from 10 ft to 59ft (to bUlldmg), from 10 ft to 5 ft (to pool deck) and from 10 ft to 2 ft (to sidewalk), a reduction to the landscape buffer along the west property hne from 10 ft to 32ft (to sidewalk) and a reductIOn to the landscape buffer along the eastern property hne from 10 ft to 6 ft (to sidewalk), as a ComprehensIve Landscape Program, under the provlslOoS of Sec 3-1202 G, (3) Transfer of Development Rights for one dwelhng umt from 321 Coronado Drive, under the proVISIons of Sec 4-1403 [Proposed Use: Attached dwellmgs (14 condommlUms)] at 12 Idlewdd St, Clearwater Beach Rev, Blk3, Lots 1, 13-15 & W 1/2 of Lot 12 FLD2004-10076 4 Georli!:e C Clark Investments (Global Financial Investments, LLC / EqUIty Investments, LLC / KB Home - Tampa, LLC) are requestmg FleXible Development approval With reductton of the front (east) setback along Lawson Rd from 25 ft to 18 ft (to bUlldmg), from 25 ft to 14 ft (to pavement), reductIons to front (west) setback along Lawson Rd from 25 ft to 7 ft (to patIOS), from 25 ft to 11 ft to (bUlldmg) and from 25 ft to 10ft (to pavement), a reductIOn of the front (south) setback along Blackburn St from 25 ft to 10 ft (to pavement), and a reductIon to a landscape buffer from 10 ft to 7 ft (to patIOs) along the east side of Lawson Rd, as a Residential Infill Project, under the provIsions of Sec 2-304 G and Prehmmary Plat approval for 248 lots, and as a ComprehensIve Landscape Program, under the proVISions of Sec 3-1202 G (Proposed Use: A reSidential development of248 attached dwellmgs) at 2520 Sun~et Point Rd, Blackburn's Sub, Pt of Lots 10-12 & Vac St FLD2004-0201IAlPLT2004-00007A 5 Bav Harbor. LLC (Baywatch SUItes, lnc) are requestmg FleXible Development approval to construct a 1,376 sq ft multi-use dock faclhty to prOVide 8 shps as an amemty to 19 condommlUm umts The request mcludes an mcrease of the Width of the dock from 75 percent of the lot Width (135 ft) to 77 percent of the lot WIdth (139 ft), and a reductiOn of the SIde (west) setbacks from 1798 ft to 10 3 ft to the dock, per Sec 3-601 C 3 (Proposed Use: Construct a multi-use dock of 1,376 sq ft for 8 silps) at 600 Bavwav Blvd, Bayslde Sub No 5, Blk A, Lots 6-8 & Ripanan Rts FLD2005-01010 6 MSPA ACqUlSltion II. LP IS requestmg (1) TenmnatlOn of Status of Nonconforrmty for denSIty to allow the contmuatlon of an eXlstlllg 217-room/umt hotel (where 74 rooms/umts are permitted today) and for height to allow the eXIstmg 155-ft high bUlldmg (where a maxImum height of 150 ft IS permitted today), (2) FleXible Development approval to permit a 217-roomlumt overmght accommodatton use With a reductIOn to the rear (west) setback from 20 ft to zero n (to patIO/pool deckmg and tlkt bars) and to allow patIO/pool deckmg seaward (westward) of the Coastal Constructton Control Lllle, an lllcrease to butldmg height from 35 ft to 155 ft (to eXlstlllg roof deck) and a reductIOn to requued parkmg from 217 to 201 spaces (exIstlllg), as a ComprehenSIVe Infill Redevelopment ProJect, under the proVISIOns of Sec 2-803 C, (3) a reductIon to the reqmred Illtenor landscape area, as a ComprehenSive Landscape Program, under the provIslOns of Sec 3-1202 G, and (4) ComprehenSive SIgn Program approval, under the provISIons of See 3-1807 (SGN2005-0l016) (Proposed Use: Retam eXlstmg 217-room overnight accommodatlOn use) at 430 South Gulfview Blvd, Lloyd-Whlte-Skmner Sub, Lots 33- 35 & Pt of Lot 36 & Subm Land on W FLD2005-01005/SGN2005-01016 7 Sunspree Green, LLC IS requestmg (1) Termmatlon of Status of NonconformIty for denSity for the eXI&tlllg 105-room hotel tower, located on 2383 acres (denSIty to be converted to 78 , dwelhng umts), (2) Flexlble Development approval to permit attached dwellings WIth reductlons to the front (north along S Gulf VieW Blvd) from 15 ft to 11 88 ft (to secunty guard house) and from 15 ft to 642 ft (to pavement), a reductiOn to the front (east along Gulf Blvd) from 15 f1: to zero ft (to pavement), a reductIOn to the Side (west) setback from 10 ft to 429 ft (to pavement), a reductIOn to the slde (south) setback from 10ft to zero ft (to boardwalk), an lllcrease to bUlldmg heIght from 35 ft to 150 ft (to roof deck) With an additional 11 - 21 ft for decorative mansard archItectural embelhshments, an mcrease to fence height wlthm the front setback from 6 ft to 7 ft and a deViation to allow a bU11dmg wlthm VISibilIty tnangles, as a Comprehensive Infill Redevelopment Project, under the provIsIOns of Sec 2-803 C, (3) Transfer of Development Rights of 10 UOltS from 41 Devon Dr and 3 UOItS from the Sandpearl project located generally at 500 Mandalay Ave, under the provIsions of Sec 4-1402 (TDR2005-01017), and (4) Prelimmary Plat for 1 lot (PLT2005-00002) [Proposed Use: Attached dwelhngs (149 dwelhng umts)] at 715 S. Gulfview Blvd, Bayslde Shores, Blk D, Lots 1-2 & Accreted Land to S FLD2005- 010 16/TD R2005-01 017 /PLT2005-00002 8 Panaroma on Clearwater Beach. LLC IS requestmg (1) Termmatlon of Status of Nonconformity for densIty (15 overmght accommodation umts, to be converted to 11 dwelling umts, plus 8 eXisting dwelhng umts), under the proVISIOns of Sec 6-109, (2) FleXible Development approval to permit a total of 15 attached dwellings m the MedIUm HIgh DenSity ReSidentIal (MHDR) Dlstnct and Tounst (T) Dlstnct With a reduction m the T DIstnct from 10,000 sq ft to 4,350 sq ft, a reductiOn to lot Width m the T Dlstnct from 100 ft to 50 ft, reductions to the front (north along Avalon 8t - !vfHDR Dlstnct) setback from 25 ft to 10 ft (to bUlldmg) and from 25 ft to zero ft (to trash stagmg area), a reduction to the front (south along Kendall St - T Dlstnct) from 15 ft to 10 ft (to bUlldmg), a reduction to the Side (west - :MHDR Dlstnct) from 10ft to 7 ft (to bUlldmg), a reductIOn to the SIde (west - T Dlstnct) from 10ft to 3 ft (to bu Ildmg and pavement), a reduction to the rear (south - MHDR DIstnct) from 15 ft to 10ft (to bUlldmg), an mcrease to buddmg heIght m the :MHDR Dlstnct from 30 ft and m the T Dlstnct from 35 ft to 5267 ft (to roof deck) WIth penmeter parapets of 3 67 ft (from roof deck), as a ReSidential Infill Project m the MHDR Dlstnct and as a ComprehensIve lnfill Redevelopment Project 10 the T Dlstnct, under the proviSIons of Secs 2-404 F and 2-803 C, and (3) ReductIOn to the Side (west) landscape buffer 10 the l\lliDR Dlstnct from 10 ft to 7 ft (to bUlldmg), as a ComprehensIve Landscape Plan, under the prOVISIOns of Sec 3-1202 G [Proposed Use: Attached dwelhngs (15 dwelhng UOltS)] at 15 - 27 Avalon St and 16 Kendall St, Clearwater Beach Rev, Elk7, Lots 6~8, 14 & Pt of Lot 5 FLD2005-01007 9 Robert M Pennock. Melodle A Fen!uson. Robert M Pennock II TRE REM. & Melodie A Fen!uson TRE REM are requestmg FleXible Development approval to permit 5 attached dweIlmg umts With a reductIOn to the mlmmum lot Width from 100 ft to 51 ft, an mcrease III helght from 35 ft to 59 ft to top ofroof deck, an addltlOnal 35ft to the top of mansard roof (from roof deck) and an addltlonal 11 75 ft for stair/elevator tower (from roof deck) and architectural embellishment, a reduction 10 the rear (south) setback from 20 ft to zero ft to pool deck, 35ft to pool and 18 ft to bmldmg as a FleXible Development project, under the provlSlons of Sec 2- 803 B [Proposed U~e: Attached dwelhngs (5 dwelhng umts)] at 665 Bav Esplanade, Mandalay Vmt No 5 Replat, Blk 77, Lot 6 FLD2005-01009 10 Cleanvater Yacht Club. Inc. IS requestmg FleXible Development approval to permit a 3 story, 18,500 sq ft Yacht Club With offices, exerCise room, restaurant and parkmg garage structure, WIth reductIOns to the front (south) setback from 15 ft to zero ft to pavement and 4 ft to bmldmg stmcture, to permIt a bmldmg Wlthm the Sight VISIbility tnangles along Bayway Blvd, a reductIOn of rear (north) setback from 20 ft to zero ft to paver deck and 18 ft to bUlldmg and an lllcrease m buddmg height from 25 ft to 465ft to mean roof height, as a ComprehenSive Infill PrOject, under the provIsIOns of Sec 2-803 E (Proposed Use: Manna) at 830 Bavwav Blvd, Bayslde Sub No 6 Dmt A, Blk D, Lots 5-11 Incl Fl.,D2005-01008 II Skiff Point of Clearwater. LLC IS requestmg Flexlble Development approval to permlt 15 attached dwelling Units wIth reductIOns to the front (east) setback from 25 ft to 15 ft to bUIldmg and from 25 ft to 3 ft to pavement, a reduction to the side (north and south) setbacks from 10 ft to 65ft to bUlldmg and 5 :ft to parkmg, a reductIOn to the rear (south) setback from 15 ft to zero ft to pool deck, 5 ft to pool and 75ft to parkmg, and an mcrease In heIght from 30 ft to 49 ft to roof deck and additiOnal 4 :ft for parapet (from roof deck to top of parapet) and an additional 16 :ft for elevator oveffiln (from roof deck), as a Residential Infill Project, m the Island Estates Neighborhood Conservation Overlay District (lENCOD) I MedlUm High Density ResIdentIal (1\1HDR) Dlstnct under the provIsions of Secs 2-404(F) and 2-1602(C) [Proposed Use: Attached dwellmgs (15 dwellmg UnIts)] at 200 and 201 Skiff Pomt, Island Estates of Clearwater, UnIt 5-A, Lots 35-36 FLD2005-0t012 Interested partIes may appear and be heard at the heanngs or file wntten notice of approval or objection with the Planmng Interested parties may appear and be heard at the heanng or file wntten notice of approval or objectton with the PlannIng Director or Clty Clerk prIor to the heanng Any person who deCides to appeal any decISiOn made by the Board or Council, with respect to any matter consIdered at such hearmgs, will need to request a record of the proceedmgs and, for such purpose, may need to ensure that a verbattm record of the proceedmgs IS made, WhICh record mcludes the testImony and eVidence upon which the appeal IS to be based per Flonda Statute 2860105 Commumty Development Code See 4-206 states that party status shall be granted by the Board m quasI-JudICIal cases If the person requestmg such status demonstrates that sfhe IS substanttally affected Party status entttles parties to personally testrf)t, present eVidence, argument and WItnesses, cross-examme Witnesses, appeal the deCISIon and speak on reconSlderatJon requests, and needs to be requested and obtamed dunng the case discussIOn before the CDB An oath wIll be adtmmstered sweanng 10 all persons glvmg testtmony m quasl-judlcml public heanng cases If yOll Wish to speak at the meetmg, please walt to be recogmzed, then state and spell your name and proVide your address Persons Without party status speakmg before the CDB shall be hmIted to three mmutes unless an indiVIdual IS representmg a group In whIch case the ChaIrperson may authonze a reasonable amount of tIme up to 10 mmutes 5 days pnor to the meetmg, staff reports and recommendatIons on the above requests wIll be avatlable for review by lllterested parties between the hours of 8 30 a m and 4 30 pm, weekdays, at the City of Clearwater, Planmng Department, 100 S Myrtle Ave, Clearwater, FL 33756 Please contact the case presenter, at 562-4567 to dlSCUSS any questIons or concerns about the project and/or to better understand the proposal and review the Site plan Cyndl Tarapam Planmng Director Cynthm E Goudeau, CMC City Clerk CIty of Clearwater POBox 4748, Clearwater, FL 33758-4748 NOTE Applicant or representative must be present at the heanng A COpy OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO P ARTICIP ATE IN THIS MEETING SHOULD CALL (727) 562-4093 WI fH THEIR REQUEST Ad 04/03105 ~ (\e.. We..ll~ - \ (0 \ \ \::lu...\~ -w ts~ ~ hrd - FU}lOO'\ -- Il025U 1 , 1 ' - r ,~ LAMBDIN, WILLIAM C DELOSEVIC, FEHIM 'MORRIS, VIRGINIA 3021 COUNTRYSIDE BLVD # DELOSEVIC, ZENEPE STRASSER, PAULA 37A 508-510 S CREST AVE 514 S CREST AVE CLEARWATER FL 33761 - 2753 CLEARWATER FL 33756 - CLEARWATER FL 33756 - 6102 MERKLE, REBECCA M 516 S CREST AVE CLEARWATER FL 33756 - 6102 A F C ENTERPRISES INC PO BOX SHOO 1 SAN ANTONIO TX 78201 - HOFFMAN, MARIA C 1425 NURSERY RD CLEARWATER FL 33756 - 2316 PALUMBO, BONITA 1604 JACOB CT CLEARWATER FL 33756 - 4568 STEPHENS, SHAWN E PO BOX 7833 CLEARW A TER FL 33758 - 7833 SMORE, ROBERT F SR 525 S CREST AVE CLEARWATERFL 33756 - 6101 WHITEFIELD, ERICA N 509 S CREST AVE CLEARWATER FL 33756 - 6101 LINCO AUTO PARTS INC PO BOX 15060 BRADENTON FL 34280 - 5060 SANDERSON, ROBERT M SANDERSON, NICKEY L 1736 SUFFOLK DR CLEARWATER FL 33756 - 1840 RAMIC, ZLA TKO RAMIC, EMINA 522 S CREST AVE CLEARWATER FL 33756 - 6102 MAR-L YN PROP INC 2381 WIND GAP PL CLEARWATER FL 33765 - 1743 ---.. BALLOW, CHARLES A 520 S LAKE DR CLEARWATER FL 33756 - 6114 PRESTIA, GIOVANNI PRESTIA, SERAFINA 1115 W VERNON PARK PL CHICAGO IL 60607 - 3424 FRYE, MEREDITH FUCHS, LOUISE 1516 BEVERLY DR CLEARWATER FL 33764 - 2502 HARRISON, ROBERT G WRIGHT, MARVIN E 521 S CREST AVE CLEARWATER FL 33756 - 6101 CHAMBURS, RUTH U 1567 TURNER ST CLEARWATER FL 33756 - 6125 BRUNO, ARTHUR H BRUNO, MARY L 7 MELENDY HaL W AMHERST NH 03031 - 2654 JOSS, BONNIE C 1609 TURNER ST CLEARWATER FL 33756 - 6201 SHARL YNN PROPERTIES 1823 PENN A VB PITTSBURGH P A 15221 - 2599 HOFFMAN, MARlA C 1425 NURSERY RD CLEARWATER FL 33756 - 2316 PAGE, MARGARET L 2143 GROVE PL CLEARWATER FL 33764 - 6637 TERNDRUP, DALE W 1568 TURNER ST CLEARWATER FL 33756 ~ 6126 GORGES, HELEN M 529 S CREST AVE CLEARWATER FL 33756 - 6101 CHILDS, CARLTON SR CHILDS, VANESSA 519 S CREST AVE CLEARWATER FL 33756 - 6101 BLECK, RITA 600 S LAKE DR CLEARWATER FL 33756 - 6116 A V ANTI INTERGALACTIC INC PO BOX 4989 CLEARWATER fL 33758 - 4989 SHACKTON, ROBERT W JR SHACKTON, CATHERINE I 1348 HIBISCUS ST N CLEARWATER fL 33755 - 3405 MORAGIANNIS, NIKIT AS SHACKTON, ROBERT W JR MC MILLIAN, JAMES M 5118 MAIN ST SHACKTON, CATHERINE L WELCH, CATHERINE V SKOKlE IL 60077 - 2102 1348 HIBISCUS ST N 1635 TURNER S1 CLEARW A TER FL 33755 - 3405 CLEARWATER FL 33756 - 6245 WELLMAN, ROSE S JONES, KAREN E DA VID, MANUEL G 1631 TURNER ST 1627 TURNER ST DA VID, YOLANDA A CLEARW A TER FL 33756 - 6245 CLEARW A TER FL 33756 - 6245 1625 TURNER ST CLEARW A TER FL 33756 - 6245 GREEN, CLARAL CHAMBERS, MICHAEL SAARI, RENEE 609 YELVINGTON AVE 2160 LONGBOW LN SAARI, LISA J CLEARW ATER FL 33756 - 6205 CLEARWATER FL 33764 - 6406 PO BOX 5896 CLEARWATER FL 33758 - 5896 DU VERNEY, JULIA TRE PINELLAS COUNTY LIBERTY BANK DU VERNEY, YOLANDA IRE EMPLOYEES FEDE 1617 GULF TO BAY BLVD 529 YELVINGTON AVE 10273 ULMERTON RD CLEARW A TER FL 33755 - CLEARWATER FL 33756 - 6242 LARGO FL 33771 - 4118 SHACKTON, ROBERT W JR ROSEMIRE-DOBBIE, DONNA PORTER, DALE SHACKTON, CATHERINE L 515 S LAKE DR PORTER, KATHY 1348 HIBISCUS ST N CLEARWATER FL 33756 - 6113 331 OCEAN VIEW AVE CLEARWATER FL 33755 - 3405 PALM HARBOR FL 34683 - 1813 SOSA. SANTOS FROGGATT, THOMAS J TILLER, JAMES E 523 S LAKE DR FROGGA TT, JOANNE M TILLER, JOYCE A CLEARW A TER FL 33756 - 6113 527 S LAKE DR 531 S LAKE DR CLEARWATER FL 33756 - 6113 CLEARWATER FL 33756 - 6113 WARREN, ELIJAH E ODEA, J DA VTO VOLITON, CLAUDE WARREN, BEULAH B 509 BA YWOOD DR S 1610 TURNER ST 535 S LAKE DR DUNEDIN FL 34698 - 2012 CLEARWATER FL 33756 - 6202 CLEARWATER FL 33756 - 6113 GUARINO, KATHLEEN P HOLMQUIST, BRIAN LOUDY, LARRY L 98 TREEHA VEN RD HOLMQUIST, JEANNE 530 YELVINGTON AVE WEST SENECA NY 14224 - 3637 534 YELVINGTON AVE CLEARWATER FL 33756 - 6204 CLEARWATER FL 33756 - 6204 SCHLANSER, JOHN B TRE SCHLANSER, JOHN B TRE F T M C LLC BURK, MAYME MIRE BURK, MAYME M TRE 5560 METRO WEST BLVD # 104 1201 COLLINS DR ] 201 COLLINS DR ORLANDO FL 328] 1 ~ EFFINGHAM IL 62401 - 1620 EFFlNGHAM IL 62401 - 1620 PAYASI CO D LOULOURGAS PROPERTIES F T M C LLC 1631 GULF TO BAY BLVD THREE 5560 METROWEST BLVD # 104 CLEARWATER FL 33755 - 6475 1700 SUNSHINE DR ORLANDO FL 32811 - CLEARWATER FL 33765 - 1318 ~) BOWEN, GEORGE W JR BOWEN, BEVERLY A 407 HARBOR VIEW LN BELLEAIR BLF FL 33770 - 4080 GIORDANO, VINCENT GIORDANO, SHERYL 105 WOOD CREEK DR S SAFETY HARBOR FL 34695- 5512 ZULLO, THOMAS FARID, ASHRAF S 107 E GRAPEFRUIT CIR CLEARWATER FL 33759 - 2410 GASTON, MILDRED J 520 S KEYSTONE AVE CLEARW A TER FL 33756 - 6222 CLEARWATER, CITY OF PO BOX 4748 CLEARW A TER FL 33758 - 4748 BRINSON, FRANKD 2998 LAKE VISTA DR CLEARWATER FL 33759 - 3411 MC CALL, SINT A W A TI K 2618 COVE CAY DR # 803 CLEARWATERFL 33760 - 1340 BRIDGESTREET FINANCIAL CONS UL T 401 YELVINGTON AVE CLEARWATER FL 33755 - 6442 LIU, SAM C LIU, JUDY Y 1409 PALM AVE APT A SAN GABRIEL CA 91776 - 3356 GULF CO INV INC 1630 GULF TO SAY BLVD CLEARWATER FL 33755 - 6420 DEADMAN, LEONARD J DEADMAN, NANCY 2192 ACADEMY DR CLEAR WATER FL 33764 - 4802 DOWNS, STEVE T 1636 E TURNER ST CLEARWATER FL 33756 - 6244 ESPOSITO, ELOISA 526 S KEYSTONE AVE CLEARWATER FL 33756 - 6222 O'NEILL, MICHAEL 711 YELVINGTON AVE CLEARW A TER FL 33756 - 6207 FIRST STATE INVESTORS 5000A 1725 FAIRWAY JENKINTOWN P A 19046 - 1400 COLEY, JAMES C 400 YELVINGTON AVE CLEARWATER FL 33755 - 6441 WOODS, RITA M 405 S LAKE DR CLEARWATER FL 33755 - 6335 BRIDGESTREET FINANCIAL CONSULT 401 YELVINGTON AVE CLEARWATER FL 33755 - 6442 R E METZ PROPERTIES 1060 FOX HOLLOW RUN DUNEDIN FL 34698 - 8274 Skycrest Neighbors ElIzabeth France, PresIdent 1629 Cleveland St Cledrwater, FL 33765 FAMILY RESOURCES INC PO BOX 13087 ST PETERSBURG FL 33733 - 3087 ZULLO, THOMAS FARlD, ASHRAF S 107 E GRAPEFRUIT CIR CLEARWATER FL 33759 - 2410 STRICKLER, LINN A 524 S KEYSTONE AVE CLEARWATER FL 33756 - 6222 ROGERO, MARY 2300 ALLIGATOR CREEK RD CLEARWATER FL 33765- LIU, SAM C LID, JUDY Y 1409 PALM AVE APT A SAN GABRlEL CA 91776 - 3356 REILLY, MARYM 315 S LAKE DR CLEARWATER FL 33755 - 6333 ABRAMOWITZ, VICKY A ABRAMOWITZ, PAUL J 404 YELVINGTON AVE CLEARWATER FL 33755 - 6441 CLARK, HELEN 2233 SNEAD AVE DUNEDIN FL 34698 - 2116 ADVANCE STORES CO PO BOX 2710 ROANOKE VA 24001 - 2710 Clearwater NeIghborhoods CoalItlon Doug Wllltarns, President 2544 Fnsco Dr Clearwater, FL 33761 Bryan Zarlenga TBE Group loc 380 Park Place Blvd, #300 Clearwater, FL 33759 1611 Gulf to Bay Blvd FLD2004-11080 Wayne Wells '/ . ,. ~ ***REVISED (MEETING DATE CHANGE)*** CITY OF CLEARWATER NOnCE OF SPECIAL COMMUNITY DEVELOPMENT BOARD MEETING The Commumty Development Board ofthe City of Clearwater, Flonda, will hold pubhc hearmgs on Tuesday, March 22, 2005, begmrung at I 00 pm, m the City Councl] Chambers, m Clty I-Iall, 3rd floor, 1]2 South Osceola Ave, C]edrwater, Flonda, to consider the followmg requests: NOTE' Allnersons wlshml! to address an Item need to be nresent at the BEGINNING of the meetinl! Those cases that are not contested bv the applicant. staff, nell!hborml! property owners, etc Will be placed on a consent a1:!enda and approved bv a sIn!:!le vote at the bce:mmne: of the meetme:. 1 (cant from 2/15/05) Haddon House Inn. Inc & Roland Roe:ers (Haddon House of Clearwater, LLC) are requesting (1) flexible Development approval to penmt attached dwellmgs with reductIOns to the front (south) setback from 25 ft to 15 ft (to bUlldmg) and from 25 ft to 42ft (to trash stagmg area), a reductIOn to the front (west) setback from 25 ft to 8 ft from the Coastal ConstructJOn Contra] Lme (to pool deck), reductIOns to the Side (north) setback from 10 ft to 59ft (to bUl]dmg) and from 10 ft to 5 ft (to pool deck) and from 10 ft to 2 ft (to sldewa]k), a reduction to the Side (west) setback from 10 ft to 32ft (to sldewa]k), a reductlOn to the Side (east) setback from 10 ft to 6 ft (to Sidewalk), and an mcrease to height from 30 ft to 64 ft (to roof deck) with an additional 4 16 ft for penmeter parapet (from roof deck) and an addltJOna] 1583 ft for a rooftop pavlhon (from roof deck), and change of use from Overnight AccommodatJOns to Attached Dwelhngs, as a ResldentlUl Infill Project, under the provlsJOns of Sec 2-404 F, and (2) Transfer of Development Rights for 1 dwelling umt from 321 Coronado Dr, under the provlsJOns of Sec 4-1403 (TDR2004-10014) (Proposed Use: Attached dwellings (14 condommmms) at 12 Idlewlid St, ColumblU Sub, No 2, Blk A, Lot 6 and Clearwater Beach Rev, B]k 3, Lots 1, 13-15 and part oflot 12 FLD2004-10076rrDR2004-10014 2 (cant from 2/15/05) JMB&A Developers LLC (R&S Investments of Pm elIas, LLC & La Flesta Bnghtwater, LLC) IS requesting Flexlblc Development approval to permlt attaehcd dwellings With a reduction to Jot area from 10,000 to 7,214 sq ft, a reduction to lot WIdth from 100 ft to 60 ft and an Increase to bUl1dl ng height of an additIOnal 3 ft for penmeter parapets (from roof deck - roof deck at 35-ft height) and to penrut a bUl]dmg wtthm the vlslbdlty mangles, under the provIsions of Sec 2-803 B (Proposed Use: Attached dwellmgs (3 condonumums) at 105 Bru!htwater Dr, Bayslde Sub, No 2, Lot 2 FLD2004-09065 3 (cant from 2/15/05) Valerie LAvers. Tre (Jonnattt Architecture, Inc) IS requeslmg F]exlb]e Development approval to pemut a 351 sq ft additIOn to an eXisting bUlldmg With a reductIOn to the front (west) setback from 25 ft to 29ft (to pavement) and 169ft (to eXlstmg bUlldmg), the front (north) setback from 25 ft to 39ft (to pavement) and 207ft (to eXisting bUl]dmg), a reductIOn 10 the slde (east) setback from 10 ft to 5 ft (to pavement), and the Side (south) setback from 10ft to 3 ft (to pavement) under the provI~lons of Sec 2-704 C , as a ComprehenslVe Tntill Redevelopment Project, and a reductIOn to the landscape buffer along the west Side flOm 15 ft to 29ft, a reductIOn to the landscape buffer along the north SIde from 15 ft to 39ft, and a reductIOn to the landscape butTer along the south Side from 5 ft to 3 ft, a~ a ComprehenSive Landscape Program, under the provlSlons of Sec 1202 G (Proposed Use Dental office) at 501 S. Missouri Ave, HibiSCUS Gardens, B]k R, Lots 21,32-35 & part of30A FLD2004-11079 4 Richard T. HeIden, PA 1<; requc<;tmg FleXible Development appro va] to pcnrut an office With a rcductlon m the nuOlmum lot area from 10,000 sq ft to 7, ] 52 sq ft, reductIOn m the nll111mUm lot wtdth from 100 ft to 60 ft, reductIOn m the rcqUlred number of parkmg spaces from 7 spaces (3 spaces per 1,000 sq ft of GF A) to 6 spaces (2 5 spaces pcr ] ,000 sq ft of GF A), reductIOn m the front (north) setback from 25 ft to 15 ft (to pavement), reduction III the rear (south) setback from 20 ft to 10 ft to bUIlding, reductIOn m the slde (east) setback from 20 ft to 5 ft to bUlldmg and to 15ft to walkwdY, reduction m the SIde (west) setback from 20 ft to lOft to bUlldmg dod parkmg, as a ComprehenSive lnfill Redevelopment ProJect, under the proVISIOns of Sec 2-1003 B (Proposed Use: A two-story office bUl]dmg 2,428 sq ft In area) at 2723 S R. 580, Acker's Sub, BJk I, Lot 5 ]e'),> NW']y 10 7 ft for Rd RJW FLD2004-11082 5 Robert G & Ana C Zakel. James H. & Ann R SlaVin. Tre. Robert D FranCIS & Lorraine Y Hon. Rosalia Menna. John J & Marl!aret D RubinO, Wilham D & Patnu3 A Gross, Robcrt R. & Sharron A RankIne. Marcus I & Roswlta A Schmledt, Averv & Ann Corvell. Henry A & Juhane Halc. Carol D Larson. Christopher P Gleason. [homas & Claudia Dunne. Richard A & Rosc-Mane Hamilton. Crc!!orv L. & Chcn U Boudreau, Tamar,l U'itmnow,>kl, Wilham J McNallv. Tre. Dames LimIted Partnershlll. Karl 0 & Joanne M Jones. Izabela L. Velce] (Durvm/Chn'itl3n), Pamela K Roberts, Debra L & Christopher C Earlv (LaVin), Ste)lhen N & Barbara D Vallan. Enoln P & Krlshe K Hickok. [homas J & Pahcla A. O'Connor. Patrick C & Dawne Snuth, Slrun & Avda Sarafian, Phillis L Eaele, Caryn A. & Ceon!c A. Kast, Sandra Kav Wlnterel!e: (Cree:orv Wlntere~l!). Robert W & .... Barbara H. Thacker, Thomas J & Patricia A. O'Connor. Ronald T & Patricia A FranclOse. Michael B. & Franccs B Sosslau. Edward & Susan Grant, EUl!ene Edward Fitzpatrick, Patrick & Barbara K Nacol. Nlkolas T S)lIrldelhs. Lconard & Geraldme Mennen. Deborah Hinson, William & Patricia Adam... Paul & Nancv Bcn!..trom, Jav & C.1I1 Jonzensen, Klaus & Kave Harle:, Sleefrled Addm (Ursala Adam). Joseph & Michele Sl!rOl. DavId Barnett. Lcon & Lmda Welch. Adrian Allen. LUll!1 Del Basso & LOUIse Ward. ChUl & Soon Lee, Sun!:! Tae & Assaml Bvu". Lenore J. Smith Tru..tJTres (MeIer) & Wondel Smith. Jr TrustlTres and KAJA Enterprises, LLC (John J. Anthonv) .Ire requesting a FlexIble Development approval to pernut rear deck/patIO addltlons to eXIsting detached dwellings W1th a reduction to the rear setback from 15 ft to zero ft (to deck/patio) and a reduction to the Side setback from 10 ft to zero ft (to deck/patto), as a Residential Infill ProJect, under the prOVlSlOns of Sec 2-504 F (Proposed Use: Rear deck/patIO additIOns to eXI,>tmg detached dwellings) at 1603. 1605. 1607. 1609, 1612, 1613. 1616, 1620. 1621. 1624. 1625. 1628. 1629, 1632. 1633, 1636. 1637.1639, 1640. 1641. 1643. 1644. 1645 and 1647 Sand Kev Estates Ct. and 130.134,142, 146. 147. 150. 154. 15~ 158. 15~ 162. 16~ 16~ 170, 174. 178, 182. 18~ 190,194. 198,202. 206,210. 21& 219. 222. 223. 230 and 231 Sand Kev Estates Dr. Moonngs of Sand Key, Lots 2-10, 12, 13 & 14 togLther With subm land, 15-17, 19,21-23,25-29, 31-34,38-4],43-44,46-63,65 & 66 FLD2004-12084 6 North Bav Community Church, Inc. (CWMC, LLC) IS requestmg FleXible Development approval to penrut a medical !:2 chmc With a reductIOn to front (east) setback from 25 ft to 15 ft (to pavement), a reductIOn to the Side (north) setback from ........ lOft to 6 ft (to pavement) and a reduction to the ')Ide (south) setback from 10 ft to zero ft (to pavement), as a Q) Comprehensive Infill Redevelopment Project, under the provIsIOns of Sec 2-1204 A, and a reductIOn to thc landscape buffer '") along the south property 11I1e from 5 ft to zero ft (to pavement), as a Comprehensive Landscape Program, under the .J provIsIOns of See 3-] 202 G (Proposed Use Medical cliO! e With a gross floor area of 20,481 sq ft) at 3190 M eM u lien Booth Rd, Turtle Brooke Sub, Parcel A FLD2004-12083 Q) c:.- 7 Liberty Bank IS requestlllg FleXible Development approval (J) to penrut retml sales and service (bank) and offices m ~the Commercial Dlstnct With a reductIOn to the front (north) setback from 25 to 235ft (to pavement), a reductIOn to the d front (east) setback from 25 ft to 20 ft (to bUlldmg), an Increase to bUlldmg height from 25 ft to 28 ft (to roof deck) With an 3 additional 3 33 ft for parapet (from roof deck) and an additional 8 83 ft for arcrutectural embellishments (from roof deck) and a deViation to allow direct access to a major artenal street (Gulf to Bay), as a ComprehenSive Infill Redevelopment ProJect, under the proV1slOns of SectIon 2-704 C, (2) to permit non-residential parkmg 10 the MedIUm DenSity Restdent131 Dlstnct WIth a reductiOn to front (east) setback from 25 ft to 15 ft (to pavement) and a deViatIOn to place landscapmg on the mSlde of the buffer fence along the west and south Sides of the property, as a ReSIdential Infill Project, under the prOVISIOns of 2-304 G (Proposed Use: Bank and office space) at 1611 Culf to Bav Blvd, Longvlew Sub, Lots 3-4, & 19-2] FLD2004-11080 8 Clearwater Grande Development. LLC (Steve J Page) IS requestlOg (I) TenrunatIon of Status of a Nonconfomnty for denSity (retam eXisting 91 overmght accommodatIon rooms/uruts), and (2) FleXIble Development approval to permIt a 91- roomlumt overmght accommodatIOn use With an accessory restaurant With a reduction to the front (north) setback from 15 ft to I-ft (to dumpster staglOg area), a reductIOn to the rear (south) setback from 20 ft to zero ft (to pool deck) and to mcrease the bmldmg height from 35 ft to 100 ft (to roof deck), as a ComprehenSIVe fofill Redevelopment Project, under the proVISIOns of See 2-803 C (Proposed Use: OvernIght accommodatIOn u,>e of 91 roo ms/u m ts) at 645-655 South Gulf view Blvd, Bayslde Sub No 5, Elk C, Lot,> 8-1 I and RIP RTS FLD2004-12088 9 DaVId L and Kathleen A Jave. Tre are requestmg FleXible Development approval to perrrut car wash With a reductlOn to the front (north) setback along Stephenson Dr from 25 ft to 23 ft (to bmldmg), as a ComprehenSive Infill Redevelopment PrOJect, under the proVISIOns of Sec 2-704 C, as an amendment to a prevIOusly approved ComprehenSIVe Infill Redevelopment Project (Case No FLD2004-04032 [whlch permitted a car wash With reductions to the front (north) setback along Stephenson Dr from 25 ft to 8 ft (to dumpster enclosure), from 25 ft to 24 ft to buildmg, a reductIOn from the front (east) setback along Betty Lane from 25 ft to 20 ft to bUlldmg, a reductIOn from the Side (west) setback from 10 ft to 5 ft to the freestandmg vacuum area and from 10 ft to 9 ft to pavcment, and a reductIOn to the reqUired number of parkmg spaces from 7 to 3 '>paces, as part of a Comprehen~lve Landscape Program, under the proVISIOns of Sec 3-1202 G]) (Proposed Use A thrcc-bay, ~clf-servlce car wash With a reduced front (north) setback along Stephenson Dr from preVIOusly approved 24 ft to 23 ft) at 1410 North Bettv L.me, Stevenson's Heights, Blk A, Lot 27 FLD2004~04032A 10 ClC<lrw.-Iter Depot loc (C/O Pllleh A Pcnnv Inc.). Clearwater Depot Inc. Cepeot Corp & Porpoi~e Pool & Patla Ine (Clearwater Tram StatlOn, Inc) are requesting a rem.wd by CIrCUIt Court for actlOn consistent WIth Court's order Illcludmg ImpOSition of conditions of approval (FleXible Development approval to perrrut an automobile service statIOn 10 the Downtown Dlstnct as a ComprehenSive Infill Redevelopment ProJect, under the prOVISIOns of SectlOn 2-903 C) r ~ .:0, . (Proposed Use. The redevelopment of the SIte wIth d 3,200 sq-ft convenIence "tore wIth gas pumps) at 657 Court Street. Magnolia Park, Blk 13, Lot 10, Lot 1 I & part of Lot 12 less St & part of alley ad] Court Square, Blk i 3, Lots 7 & 9, parts of Lots 6 & 8 FLD2004-12045 fnterested pdrtIes may appear and be heard at the heanng'> or file wntten notIce of approval or objectIOn With the Plannmg DIrector or CIty Clerk pnor to the hearmg Any person who decides to appeal any decISIOn made by the Board, WIth respect to any matter consIdered at such heanngs, WIll need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatIm record of the proceedings IS made, whIch record Includes the testimony and eVIdence upon which the appeal IS to be based per Flonda Statute 286 0] 05 Commuruty Development Code Sec 4-206 states that party status shall be granted by the Board In quasI-JudIcIal cases If the person reque"tmg such status demonstrate" that slhe IS substanTIally affected Party status entIt!e~ parties to personaJly testIfy, present eVldcnce, argument and Witnesses, cross-examine Witnesses, appeal the deCI'>lOn and speak on reconsIderatIOn requests, and needs to be requested and obtamcd dunng the case discussIOn beforc the CDB An oath wIll be admtrustered sweanng In all person" glvmg testImony m quasI-]udlclftl pubhc heanng cases If you Wish to speak dt the roeetmg, please walt to be recogruzed, then state and spell your name and proVIde your address Persons Without party ,>tatu,> speakmg before the CDB shall be luruted to three mmutes unless an mdlVldualls representmg a group In whIch case the ChaIrperson may authonze a red~onable amount of tIme up to 10 minutes FIve days pnor to the meetmg, staff reports and recommendalJons on the above requests will be avaIlable for revIew by mterested partIes between the hours of 8 30 a m and 4 30 pm, weekdays, at the CJty of Clearwater, Planmng Department, 100 S Myrtle Ave, Clearwater, FL 33756 Please contact the case presenter, at 562-4567 to discuss any quesllons or concerns about the project and/or to better understand the proposal and revIew the slte plan Cyndl Tarapam Planrung DIrector CynthIa E Goudeau, CMC CIty Clerk CIty of Clearwater ' POBox 4748, Clearwater, FL 33758-4748 NOTE ApplIcant or representatIve must be pre<;ent at the heanng A COpy OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REOUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562-4093 WITH THEIR REOUEST Ad 03/06/05 .... .. 4' Check list for COB Aaenda & Application sent to City Clerks Office FLD21004-11084 1611 Gulf to Bav Blvd Application Form Parcel Identification Numbers Authorization for AQent. If Applicable su~evor~ l ~ ~==-~__R COpy of ~OO~scale-ZonlnQ Atlas with property outlined and 500' radIUs hand drawn from outside perlmter of site Sherry Watkins ~Oj70 INITIALS v/ ~ ~ FLD2004-11080 {< 1611 GULF TO BAY BLVD Date Received: 11/23/2004 LIBERTY BANK ZONING DISTRICT: C LAND USE: CG ATLAS PAGE: 297B PLANNER OF RECORD: KLG ~ €Ieanvater -~ .j~~ Planning Oetldrtment 100 South Myrtle <\venue Clearwater, Flanaa 33756 Telephone 727-562-4567 Fax 727-562-4865 CAf OATL ,ECEIVED RECEIVED BY (staff Initials) ATLAS PAGE # ZONING DISTRICT Lll,ND USE CLASSIFICATIOf\J SURROUNDING USES OF ADJACENT PROPERTIES NORTH SOUTH WEST EAST a SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION o SU BMIT 14 COPI ES OF THE ORI GI NAL AP PLICA TI ON Including 1) collated 2) stapled and 3) folded sets of site plans o SUBMIT ApPLICATION FEE $ .(< NOTE 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLANS SETS) FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Redevelopment Project (RevlSed 10-10-2003) - PLEASE TYPE OR PRINT - use addltlonal sheets as necessary A APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Section 4~202 A) APPLICANT NAME LIB ERTY REALTY GROUP MAILING ADDRESS 2963 Gulf to Bav Blvd. SUite 220. CLEARWATER. Fl33759 E-MAIL ADDRESS NJA PHONE NUMBER 727 796 2700 CELL NUMBER N'A FAX NUMBEfl. N/A PROPERTY OWNER{S) LIBERTY REALTY GROUP AGENT NAME(S) BRYAN ZARLENGA, TeE GROUP. INC MAILING ADDRESS 380 PARK PLACE BLVD, SUITE 300. CLEARWATER. FL33759 JAN 0 6 2005 c PI ANNING DEPARTMENT CllV OF CLEARWATER E-MAIL ADDRESS bzarlenqa@tbeqrouo com PHONE NUMBER 727 531 3505 CELL NUMBER 7276395569 FAX NUMBER 7275391294 B. PROPOSED DEVELOPMENT INFORMATION: (Code SectIon 4-202 A) STREET ADDRESS of subject site 1617 & 1611 Gulf to Bav Blvd LEGAL DESCRIPTION LonOvlew SubdiVISion Lots 3. 4. 19,20 & 21 (see Attachment "A"l PARCEL NUMBER 14'29'15/52938/000'0030 PARCEL SIZE o S8-acres / 42.688 square feet PROPOSED USE AND SIZE 3,000 sa ft of bank use (1 sl floor) & 4,400 sa ft of qeneral office use (2nd floor) In the C zenina dlstnct. and non-residential off-street parklnq In the MDR dlstnct DESCRIPTION OF REQUEST(S) Request IS to oel1mt non-residential off-street oarklnQ m the MDR dlstnct on a lot WIth access to a local street havlno residential units on both staes IYelvmoton Avel. a reduclJon to the front setback alono Yelvmoton Ave from 25-feet to 8-feet to oavement ana to 23-feel to structure a reductIOn to the front setback alan Gulf-to-Sa Blvd from 25-feet to is-feet to avement and no reduction to the bUlldm and an Increase In bUlldmo neloht from 25.feel to 35-reet Page I of 7 - FleXible De,elopment -\.pphcauQn - Cornnrehenslve Infill Redevelopment PWJect- City of Clearwaler J \02024\02024132 OOIDOC\Reporu\ComplnfillAppREV doc DOES THIS APPLICATION INVOLVE THE TP^"JSFER OF DEVELOPMENT RIGHTS (TOR), A PREVlOUSL Y APPROVED PLANNED UNIT DEVELOPMENT OR A pqEVIOUSLY APPF J (CERTIFIED) SITE PLAN? YES ~ NO !... 's, ,,!tacn a copy or the applicable document C. 01= I C::",rt. n" .:I.. ?n? Ii \ 0 SUBMIT A COpy OF THE TITLE INSURANCE POLICY OE::O TO ThE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNE~SHIP (see page 6) D WRITTEN SUBMITTAL REQUIREMENTS (Section 3~913 A) 0 Provide complete responses to the SIX (6) GENERAL APPLICABILITY CRITERIA - Explam how each cntena IS achieved, m detail' 1 The proposed development of the land WIll be In harmony WIth the scale, bulk, coverage, denSity and character of adjacent properties In which It IS located The structure IS oroposed to be 2-stones, 35-leet m heloht. which IS consIStent WIth lhe 2-storv slnole-famllY and multi-familY bUlldlnos to the south and the '/ehlc:e service station 10 the north The other bUlldmos Immediately adlacent to the proposed slructure are all1-storv structures and WIll not be Impacted by a 2-storv. 35-foot hlQh, bUlldlnQ as the surroundlnQ structures ranQe from 15-25 feet In heloht The a 17 FAR of the proposed development IS less than the eXlstlnQ develooment. as well as the sites to the north, east and west due to Ihe limited parcel size that those structures are bUilt on The adlacenl prooertv to the west IS also a bank With a dnve-lhru. while the orooerlles to north and east consist of retail and office uses. consistent WIth the prooosed uses The adlacent resldenlJal orooerlles to the south of the orooosed develooment 'Mil not be Imoacled. as these properties WIll be adlacenlto the relenllOn and off-street oarklnQ used to support the bank and office uses and the bUlldmo WIll be oUllt on the northeastern most portion of the lot. Immediately adlacent 10 Gulf-to-Bay Boulevard 2 The proposed deyelopment WIll not hinder or discourage the appropnate development and use of adJacent land and bUildings or slgnlfican~y Impair the yalue thereof The removal or ll'le eXlstlna. multi-familY, office and restaurant uses Will substantially enhance the safelY, health and aeslhe~c auallIY of the eXlstlnO nelohborhood. as It Will remove several antlouated bUlldlnos tl1at have become heaVily detenorated and In need of senous reealr and Investment In addition. the orooosed develooment WIll exceed the landscaOInQ, open space, parkmQ and stormwater requirements of the code. which WIll make It a SIOmTIcantlmorovement to the overall oualltv and value of the site and nelohborhood 3 The proposed development Will not adversely affect the health or safety or persons reSiding or working In tl1e neighborhood of the proposed use The removal of the eXlstmo uses and replacement WIth a new communltv bank and oeneral office use WIll Qrea~y Improve the health, safetv and welfare of the nelohborhood By remoymo the dilapidated mulll-famllY units. a real and perceived safety Issue will also be removed These bulidlnQs were Inadeouate for occupancy and posed health and safetv Issues to the tenants and surroundlnQ properlY owners Approval to oermltthe non~ resldenl1al off-street parklnQ on thiS lot WIll not Impact the resldenllal nelohborhood as the bank and offices Will ooerate under normal bUSiness hours when the reSidents of the nelohbomood are also at work 4 The ;lroposed development IS desrgned to minimiZe traffic congestion TBE has coordinated 'Mth the CItv'S Traffic Enomeenno diVISion of the EnQlneennQ Dept to ensure the Circulation Wlthm the site IS suffiCient and that the traffic Impacts assoCiated With the proposal are minimal and do nol dearade the surroundlnO road network or nelohborhood See attached traffic analVSls (ATTACHMENT "S") for a review of the orolected traffic Qenerated bY the proposed redevelopment 5 The proposed development is consistent With the commUnity character of the Immediate VICinity of the parcel proposed for development The architecture and landscaomo of the prOlect IS consistent WIth the recenUy bUilt structures WIthin the area and of an enhanced ouallty compared to lhe older structures. which WIll substanllallv Increase the aesthecc oualrtv of the nelohbomood The hlQh Qualitv architecture of the bUlldlno and SIte landscaOlno Will supolement the Improvements proposed to the Qatewav of the CIt>lS Downtown (Hiahland I GTB BIYd) 6 The deSign of the proposed development minimiZeS adverse effects, including Visual, acoustic and olfactory and hours of opera~on Impacts, on adjacent properties Due to site constraints of the lot. the bUlldlnQ Will be constructed at lhe very northeast corner of the Site, mlnlmlZlnO anY visuallmoacts on adlacent reSidential properties that may be assoaated With the construction of a 35ofoot bUlldlno In addition. as the prOOOSed uses have normal bUSiness hours of ooeraUon from 8am-Sam Monday throuQh Fnday, the reSidential uses WIll not be Impacted bY the dally operations of the proposed uses a PrOVide complete responses to the ten (10) COMPREHENSIVE INFllL REDEVEl..OPMENT PROJECT CRITERIA (as applicable) - Explain how each cntena IS achleyed In detail 1 The development or redevelopment of the parcel proposed for development IS othelWlse Impracllcal WIthout devlallons from the use, IntenSity and development standards The code orovlSlons that reoUlre the development of thiS site as a comprehenSive Infill protect IS Ihat of the non-residential off.streel parklne use In the southern portion of the site zoned MDR As Yelymalon Ave has resldenoal uses on each Side. It IS a reoulrement that the site be reViewed as a comprehenSive mfill orolect and aporoved by public heanno Aporoval of the non-residential off-street oarklne on thiS particular site Will not have an Impact on the reSidential nelQhborhood to the south, as an overwhelmlno malontv of vehicles accesslna the Site Will come from Gulf-to-Bay Blvd The onlv clients utiliZinG YelvlnQten Aye to access the prooosed develooment site Will be those that live In the Immediate VIClnltv of the area to the south The deyelopment of the bUlldlno alone would not reqUire the comp lnfill deSIQnatlon. as the only deViations from code Will ~e a reductron of the front setback on the YelvlnQton Aye and Gulf-le-Bav Blyd and an Increase In helQht to 35-feet Reduction of the front setback reoUlrement alono Yelvlnaton Ave and Gulf-to-BaY Blvd IS beme re~uested In order to proVide adequate '/emcla clrculalion, customer safety. surficlent oarklnQ & stormwater retention on the site A hardshiP eXIsts on thiS comer lot due to the 2 front setbacks reculred alona the eastem and northern lot lines ThiS hardshiP was not created bY the current oropertv ovmer and fleXlbllitv Wllh reoards to setbacks and off-street oarklnQ localion IS requested In order oe'1erate a Viable use of the orooertv It should be noted that the oreVlOUS development of ,hiS parcel Included a bUlldlno located directly on th e oarcel line and oar1<rno located 'Mthm the CIt>lS nont-of-way Therefore, aoorovaJ of the oroooseo development Will oermlt a slQnlficant Improvement to thiS seament of Gulf-to-Bay. as well as the surroundlno nelonbomood Page 2 of 7 - Fle>:lble Development Apphcal10n - ComprehenSlVe Infill Redevelopment ProJect- C Lty ot Cle~rwater J \02024\02024\32 OOIDQe .Repons\ComplnfillApp REV doc 2 The development of the parcel proposer' fl"Jr development as a comprehensive Intill redevelor.....nt project or resldenUallntill ~roJect WIll not reduce the fair market value of abuttl ropertles (Include the eXisting value of the Sit, I the proposed value of the site With the Improvements) -rhe a nllQuated structures on the site were bUilt from 1947 to 1948 and site l11S1ts show that a minimal amount of upkeeo have been done 10 'he site The aoolicant Wilt develoo a community bank that services that local bUSiness and Will be bUilt and maintained With hlQn Quality products and services The develooment Will dramatlcallv Imorove the fair market value of the abutlino prooertles ($380 000 eXlstlno value & 5750.000 oroposed value) 3 The uses Within the comprehenSive Intill redevelopment prOject are otherwise permitted In the City of Clearwater The prooosed uses are oermltted WIthin Ihe eXlstlnQ MDR and C zoninG dlstncts. but due to the reSidential use alonG each Side of Yelvlnoton Ave, the non-reSidential art-street oarkrno orooosed Within the MDR dlstnct IS conSidered a comorehenslve rnfill use ThiS orolect 'Mil not have a neoatlve Imoact on the Site, as more than the malontv of oeoole accesslnQ the site WlII come from Gulf~to.8av Blvd and not south alono Yelvlnoton Ave 4 The uses or mix of use WIthin the comprehenSive Infill redevelopment project are compatible WIth adJacent land uses The non-reSidential off.street oarkmo use Will be bUilt as a surface oarklnQ lot and Will not Impact the reSidential uses to the south or east as the lot WIll be used to suooort uses that operate dunno normal bUSiness hours .vhen reSidents themselves are at work The Ilohts 'Mil me code and be tumed-off by 9 OOpm A Similar bank use currentlv eXIsts to the west of the site and office and retail uses are located on the oarcals to the north and east of the site The pnmary use that the oarklnQ WIll suooort uses alreadv eXIsts 10 the Immediate VICinity 5 SUItable sites for development or redevelopment of the uses or mix of uses wlthrn the comprehenSIVe rntill redevelopment project are not otherwise avallaole In the City of Clearwater The oroxlmlty of the site to downtown and ItS locatIOn on Gulf-to-Bav Blvd IS a malor benefit to the uses In addll1on. the comorehenslve Infill reQuirement IS not berno tnoQered bv the pnmarv bank and office uses, but the secondary non-resldenllal off-street oar1<1nQ use 6 The development of lt1e parcel proposed for development as a comprehenSive Infiil redevelopment project WIll upgrade the Immediate VICinity of the parcel proposed for development As the eXlstlnO structures on the site are antlouated and In need of many Improvements, the redevelooment 'Mil oreatlv Improve Ihe Immediate Vlcmlty The eXlstlnO lot was completelv paved over WIth no oreen space. landscaPInQ or stormwater attenuatlOn faCIlities. and the new site WIll exceed the reqUired ISR. landscaolno reqUirements. parklno and meet the stonnwater manaoement reoUlrements of lt1e City In addlllon. the architecture of the bUlldmQ WIll enhance the vlsua! Quality of lhe nelQhborhoQd when comaared to the eXlsllno bUlldlnos, 7 The deSign of the proposed comprehenSive Infill redevelopment project creates a form and functJon !hal enhances the community character of the Immediate VlOnJty of the parcel proposed for development and lt1e City of Clearwater as a whole The bUlldlnos surroundlno the site were oenerallv bUilt between the 1950's and 1970's and have had mlnlmallmarovements throuQh the subseouent years The proposed develooment Will be the product of a reoutable architecture and enOlneenno firm and WIll create a deslQn that the City can promote for redevelopment In the area and WIll be conslSlent WIth the reQUirements for development WIthin the downtown. lust4 blocks to the west 8 Flexlblhlv In regard to 10t'Mdth, reqUIred setbacks, height and off.street parking are Jusllfied by the benefits to community character and the Immediate VICinity 01 the parcel proposed for development and the City of Clearwater as a whole The request for flexlblhtv With reQard to lhe front setbacks. heloht and non-resldentlal off-street aarkmo use IS lusltfied by the benefits of replacma a detenoratmQ Site lt1at meets few current code reoulrements. and actuallv has several code V10lallans on the propertv. WIth a new site that WIll offer hloh Quality bUlldlnQ. landscaolno deslQn and stormwater attenuallon The hardshiP of havlno a double frontaoe lot WIth Increased setbacks was not created by the apohcanl or prevIous owners and should be conSidered when reVleWInO the reouests The request to increase heloht from the 25- feet reqUired bv lt1e code IS not out of context and WIll not Impact the nelohborhood It must be noted lt1at the eXlstlnQ site was In need of conSiderable renovation and Included a dated restaurant located on the parcel line and oarkma In the noht-of-way ThiS aopllcallon has been submitted USInO all of the hlohest standards of the code. as the benefits of the ensulnQ develooment WIll be an uporade to the commUnity and a hooefullv an example for the City to use for hlQh Quality Infill redevelooment While a reduction m the front setbacks. Increased heloht and permiSSion to perrnJt non-reSidential off-street oarklna In the MOR dlstnct IS requested, the character of the surroundlnO nelohborhood WlII not be deoraded. but hlohlv uCQraded 9 Adequate off.street parking In the Immediate VICinity according to the shared parking formula In DIVISion 14 of ArlJcJe 3 WlII be available to aVOid on-street parking In the Immediate '/lcmlty of parcel proposed for development The number of parklnQ scaces Included With the prooosed develooment exceeds code re~Uirements 10 The deSign of all bUildings compiles With lt1e Tounst Dlstnct or Downtown Dlstnct deSign gUidelines In DIVISion 5 of Article 3 (as applicable) Use separate sheets as necessary N/A Page 3 of i - FJe'ub Ie Develooment Apphcallon - COlTl1lrehenSlVe lr1fil1 Redevelopment ProJect- CIty of Clearwater J \02024102024132 OO\DOC\RepornIComplr1fillAppREV do<; E SI.I'PPLEMENTAL SUBMITTAL r-""r;)UIREMENTS (Code Section 4-202 A) "SJ. SIGNED AND SEAL:::D SURVEv (including legal desc:1ptJon of property) - One original and 14 copies o TREE SURVEY {including eXisting trees on site and Mtnln 25' of the adJacent site, by Sllec,es Size (OBH 4" or greater), and locallon Inc:uclng dnp lines and Indicating trees to be removed) - please deSign around the eXlstmg trees, ~: lOCATION MAP OF THE PROPERTY, o PARKING DEMAND STUDY In conlunctlon With a request to make deViations to the parking standards II e Reduce number of spaces) Prior to the suomlttal of thiS application, the methodology of such study shall be approved by the Community Development Coordinator and shall be In accordance With accepted traffiC engineering pm"iclples The findings of the study will be used In determining whether or not deViations to the parking standards are a pproved, IV!). --" ~ JS. GRADING PLAN, as applicable, o PRELIMINARY PLAT, as reqUIred (Note BUlldmg permits WIll not be Issued until eVidence of recording a final plat IS provlded),,v IA o COpy OF RECORDED PLAT, as applicable, N1A F SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202,A) ~ , SITE PLAN Wlth the follOWIng mformallon (not to exceed 24" x 36") " All dimenSions, /~ North arrow, Englneenng bar scale (minimum scale one Inch equals 50 feet), and date prepared, Locallon map, Index sheet referenCing indiVIdual sheets Included m package, Footpnnt and size of all EXISTING bUildings and structures, Footpnnt and sIze of all PROPOSED bUildings and structures, Include floor plates on mulli-story buildings, All reqUired setbacks, All eXIsting and proposed pOints of access, All reqUired Sight mangles, Identificallon of environmentally unique areas such as watercourses, wetlands, tree masses, and speamen trees, Including descnpllon and locaton of understory, ground cover vegetation and WIldlife habttats etc, LocatIOn of all public and pnvate easements, location of all street nghts-of-way WIthin and adJacent to the Site, Location of eXisting public and pnvate ulJlltles including fire hydrants, storm and sanitary sewer lines, manholes and 11ft stations, gas and water lines, (' Note Per Section 3-911, all utilities shall be located/relocated underground) All parking spaces, driveways, loadmg areas and vehicular use areas, including handicapped spaces, Depiction by shading or crosshatching of all reqUired parking lot Intenor landscaped areas, Location of all solid waste containers, recycling or trash handlmg areas and outside mecnamcal eqUipment and all reqUired screening (per Seclion 3-201{D)(I) and Index #701), Locallon of all landscape matenal, Location of all Junsdlctlonal lines adjacent to wetlands, ~ti~ Localion of all onslte and offslle storm-water management facllllles, Location of all outdoor IIghllng fixtures, and Locallon of all eXisting and proposed SIdewalks o SITE DATA TABLE for eXlsllng, reqUired, and proposed development, In written/tabular form --.L Land area In square feet and acres, ../ Number of EXISTING dwell1ng units, Number of PROPOSED dwell!ng unrts,_1 ~.... Gross floor area devoted to each use, Parking spaces total number, presented In tabular form Wllh the number of reqUired spaces, Total paved area, including al! paved parkmg spaces and dnveways, expressed In square feet and percenlage of the paved vehicular area, Size and species of all landscape matenal, OffiCial records book and page numbers of all eXlsllng ullilty easement, BUlldmg and structure hetghts, Impermeable surface ratio (I S R) and Floor area ralJo {F A R ) for all nonresidential uses -2 -Y --L I" /' ----L ,.. --1 ./ -/ 7 / ~~ ~ ..d' --L I' J/ -' --.L. -, T --4- T /" '.... /" o FOR DEVELOPMENTS OVER ONE ACRE, proVide the follOWIng addlllonallnformatlon on slle plan k I A- i'A One"foot contours or spot elevatons on Site, , Y 'Ii. Off site elevations If reqUired to evaluate the proposed stormwater management lor the parcel, P I ~ ~ All open space areas, ..""I A 'lit Localron 01 all earth or water retaining walls and earth berms, t/.1J. lot lines and bUlldmg lines (dimenSioned), .JlJA Streets and dnves (dimenSioned), N.~A BUilding and structural setbacks (dimensioned), ..!l'[J. Structural overnangs .JijJ.. Tree Inventory prepared by a "cerllfied arboost", of all trees en DSH or greater reflec'lng Size, canopy (dnp lines) and condll1on of such trees Page 4 of? - Flexlole Development ApplicatIOn. Comorehenslve Iniill Redevelopment ProJect- City ot Clearwater J \02024\02024132 OO\DOC IReporlSlComp lI1fillAppREV doc REQUIREMENTS (Section 4-1102 A) G LANDSCAPING PLAN SUBMIT 9" ~' -, " ~ , ~ ~ -.L -./ -L ~ e' o , r LANDSCAPE PLAN All eXlsung and proposed structures, Names of abutting streets, Drainage and retention areas Including swales side slopes and bottom elevations Delineation and dimenSions of all required penmeter lanDscape burfers, Sight vIsibility tnangles, Delineation and DimenSions of all parking areas including landscaping Islands and curbing, Proposed and required parking spaces, EXisting trees on-site and ImmedlateJy adjacent to the Site, by spec.es, size and locations, Including dnpline (as Indicated on required tree survey), Plant schedule WIth a key (symbol or label) indicatIng the Size, descnptlon, speCIficatIons and quantitIes of all eXisting and proposed landscape matenals, including botanical and common names, LocatIon, Size, and quantities of all eXisting and proposed landscape matenals, indicated by a key relatIng to the plant schedule, TYPical olanung details for trees palms, shrubs and ground cover plants Inciudmg Instructions, SOil mixes, backfilling, mulching and protectIve measures, Intenor landscaping areas hatched and/or shaded and labeled and Intenor landscape coverage, expressing In both square feet and percentage covered, ConditIons of a prevIous development approval (e g condlllons Imposed by the Community Oevelopment Board), .."VI fl", Imgallon notes .." , ./ REDUCED LANDSCAPE PLAN to scale (8 'h X 11), In color IRRIGATION PLAN (reqUired for Level Two and Three applicatIons) COMPREHENSIVE LANDSCAPE PROGRAM applicallon, as applicable I" j " H STORMWATER PLAN SUBMmAl REQUIREMENTS (City of Clearwater DeSign Criteria Manual and 4-202 A 21) fi( STORMWATER PLAN IncJudlng the follOWing reqUirements ./ EXIsting topography extending 50 feet beyond all property lines, -./ Proposed grading Including finished floor elevations of all structures, -L All adjacent streets and mUniCipal storm systems, ."' Proposed stormwater detentIon/retenoon area Including top of bank, toe of slope and ouUet control structure, -L Stormwater calculations for attenuatIon and water quality, ....:L Signature of Flonda registered ProfeSSional Engineer on all plans and calculations o 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 NIt>... o COPY OF STATE AND COUNTY STORMWATER SYSTEM TIE-IN PERMIT APPLICATIONS, If applicable JJ f A. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS (Section 4-202 A 23) ReqUired In the event the appllcaoon Includes a development where deSign standards are In Issue (e g Tounst and Downtown Dlstncts) or as part of a ComprehenSive Infill Redevelopment Project or a ResldentJallnfill Project J BUILDING ELEVATION DRAWINGS - all Sides of all bUildings Including height dimenSions, colors and matenals J REDUCED BUILDING ELEVATIONS - four Sides of bUilding With colors and matenals to scale (8 Y:z X 11) (black and white and color rendenng, If pOSSible) as reqUired J SIGNAGE (DIVISion 19 SIGNS I Section 3-1806) " All EXISTING freestanding and attached signs, PrOVIde photographs and dimenSions (area, height, etc ), Indicate whether they WIll be removed or to remain ~ All PROPOSED freestanding and attached signs, PrOVide details Including location, Size, height, colors, matenals and draWing, freestanding signs shall Include the street address (numerals) L.I(..~IO" 0('\ \.{ 1 \ \ C \ o ComprehenSive Sign Pro~m application, as applicable (separate application and fee requlred),1;,,;)I ,', ~ t.. : ~ ~ -.' j...... ~ " ;~,. \. , l>" \'1 o Reduced slgnage oroposal (8 Yo X 11) (color), If submitting Comprenenslve Sign Program application Page 5 of 7 - F1e'tlble Development Apphcallon - Comprehenstve [ntill Redevelopment ProJect- City of Clearwater J \02024\02024132 OOIDOC\ReportslComplntillAppREV doc I l\ \1...... . K TRAFFIC IMPACT STUDY' (Ser '14-202 A.13 and 4-801 C) ') c (. ~~.l ~P't ~ i. ' rd ..........c.. :;;....." <I c.J. .... col ...".J.,.". ... o Incluoe as required If proposed development Will degrade 'he acceptable level of service for any roaoway as adopted In the Comprehensive Plan Tnp generation snail De oaseo on the most recent eOlllon or the Institute of Transportation Engineers Tnp General Manual ReIer to SeCuon 4-801 C of the Community Development Code for exceptions to thiS reqUirement L SIGNATURE STATE OF FLORIDA, COUNTY OF P1NELLAS Sworn to and subscnbed before me thiS ~ 71. day of j''''~IJ.AlL'1 ,A 0 20..25.- to me-altd/or by -So,1'oYS Alii" 17r~o~ ,who IS personally known has produced !'"l... 0 L Goo" S3i - '1lfl . ,"0 - 3 2.lI- - 0 as Idenllficatlon I, the underSigned acknowledge that all representations made In thiS application are true and accurate to the best of my knowledge and authonze City represenlallves to VISit and photograph the property descnbed In thiS appllcallon .QHI,~,j&, it~ Notary publiC, My commiSSion expires \:l. - 110.. 'Lobe ~~ Pauline D Harshberger -:-iJ.~: COIT1ITIiaaion' 00370218 ~"' I Exprres December 16. 2008 .Wo !IclIlc*l1q<.....---. m ~ Page 6 of 7 - fleXIble Development Applieanon - ComprehenSIve tnfil1 Redevelooment ProJeet- CIty of Clearwater J \02024\02024132 OOlDOCIReports\ComplnfiIlAppREV doe M AFFIDAVIT TO AUTHORIZE A( T. L /' h Cr'J.., fC t,.:) I./..., ~ 1'0 c...~ (Names of ALL property Qwners on deed -.please PRINT filII names) r That (I am/we are) the Qwner(s) and record title holder(s) of the following described property (address or generallocallon) If'" G Wi' -1 ~ I !1) , 'L{ J.z. i / S / S 1 J t' 1"1 j V \' ~ "'" S"" bd( IJ ,'5 (~"" [0+0:: 11 t.f! I 1: '2. 0 ... JL I 0; 2 That thiS properly conslllules the property for which a request for a (descnbe request) ~fJ~ {Jeve.!o,;n("-!- 4fPo!J /r(,.(I.j."t'J""' It, ( (0 M f If he" s ..,.. t :J;^..f'rtl J f1ry -1 '" z.~ r I t.~.J"'" J I? E. ~Co t/C'o"'-".....~r FL 3!~ a5 it5e Qro-..t tM,: , 3 That the undersigned (haslhave} appointed and (does/do) appoint ~~O (oJ k. fJ...: to iSjvJ I 5t...,.Je. as (his/their) agent(s} to execute any petitions or other documents necessary to affect such pelrtJon, 3 That thiS affidaVIt has been execuled to Induce the City of Clearwater, Flonda to conSider and act on the above descnbed property, 4 That the applicant acknowledges that all Impact fees (parks and recreatJon, traffic, ate) Will be paid PRIOR to the lssuance of a bUilding permit, certificate of occupancy, or other mechanism, whichever occurs first, 5 That Site VISits to the property are necessary by City representatives In order to process thiS appllcaltan and the owner autl10nzes City representatives to VISit and photograph the property descnbed In It1IS application, 6 That (I/we}, the underSigned authority, hereby certify that the foregOing Islrue and <2..~o Properly Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me !tie underSigned, an officer duly commissioned by the laws of the State of Flonda, on thiS r o...........aY'~ ' :':I!'Yl:S personally appeared ,JCt,-....e':50 AI~... b(a....d 0* Deposes a d says that he/she fully understands the contents of the affidaVit that he/she Signed c,-u.... day of who haVing been firsl duly swom My CommiSSion Expires ~I~.~ Notary Public ....~&~ Pauline D Harshberger W:YA"~ CommilSllion , 00370218 . , - ExpIres Decamber 16. 2008 '. aaldHT~'" _ iIIll. --.1C1t FL. DI... Go ~'S3;'f4(- 60 ~3J.-!.{-0 Page 7 of 7 - FleXible Development Application - Comprehens,ve Inflll Redevelopment Project- CIty of Clearwater fil~ N~ 1H-3G1 ~J:' __~lf~~ ~~~~~OFc.-..~ ~y~~ ..;,...-., .-...q c.o.: Vr.q",.; ~.llr:~'""", ~ '~'--lIIl F~nrl ~v '::lq.d ~um tn A }U;n.ITAGl. rmE lNSUR.ANC~ CORI'ORA'1,ON 3%ll a CENTRAL A V1!:mJ7. l- S to l' ~tJl....l"...1t, FI. J37'll1 ?3=I1 Idt!llUL:au<lll No. 141'19JISlgS3!JCODJO&30 rlIll1.<:G "'""" lhb LfDIl far ~Ilhlll Warranty Deed (S'TA TT.II'OlI.Y K1RM -.s:scmm 6It Q1, ...s.) " Thia hulmmre ~ lbu; JOlh .ay ol Sqr'lrmbtr, 200. bctw=l MmatDII :itaJ. !.lute, u..C.. . lllGrtdt UmIId Li.abllily COIIIIIUf'" po&! oilic.c. address' II llQ3 JI10rJdI A..WJluc, Smte 4. h1m HI:I"bw, FL34I6113 ollb Coumy of l"11lCllu, SWB of nMUlI.. jJI'PlUlr., UId ub.rty a.aIty CrA"" .L.l.JI'.. ..J"1...w. I.mmad u.i1l1.ty h~l,., who~ JlOll olli= uldrw II I'll GlUf 10 :II, BCUlJp'11'1l , C...-..ater. lit. 331!! or thD ClIl111.ly llfl'tlldlu. StabII of Plcrlda. ;rilllee"' I WltlIetsetl!. Ibt sauilmalor, fllT md Ul cmtlI~ or = wm orTEN AND NOI1.lIO DOl.I.ARS (lID 00) Qd ocl= load .;.lId u.lu..bl. ~ to I\I.Id sn-lQf m .b=d pl.lIl ~ IIWl. ifill/=, iha t~l ..a.:rcot II ht=by I.cCIawIod;ed. Juu plC4, bupmd, and. ~ to tbc SlDd ~ llliI smu='J 'lea ud lal;lll {Ofeller, lb. (~ :k-=ribed 1md, nnwe.l)'lllll' Uld bemg in rlnelll. C'IInt)', Ji'lond., lD-wU: LoI. J, ~ n, 10 aDd n. LONGVIEW, a_dbg ID tII1: llat 1Jbnor" RCllrded b:r. PlatBDak U. hp ]I., OUb.1 PtIblk: RcconlJ or~'.. ClnmI7. Flul... SubJCJ:Illo 1Ii.U) for tbe year 2004 uullb=a&r, co_ts, ~ rdtrn::OOu, OQealftItl, Tq~ and hlll1wJollf of tD=ld, J Bny, iIIlll ... It pzdor 40cs 1o:::nIby ftl1Iy '9IImIZIl: tbtl trek tD wd lmd, iIIlll will ddbd. lbc AII!'t: lI.tpmSt JwM cla.m& of;U pc5IDIS wI:lGlD5lleVcr . -.a..- utJl "Stool 10<... uot:d for .lnpl.< ... ~11ftI.... _l'aIlo:!..... hi Witness Wherea(, ;rautor has ~= ~et p.nlln"! hl.llli ond Je&llhc ~y cd ymr flm above wnrtea SIpcd. """led lAd ddiva=l UI VIIf ~ ah~~~ .t!..~ 9/_7... lIpIlS Membar (~ Sc:aJ) Selle of Flrmda CoImty o(Pw:llas ~ rCte.F1lIl llWnIlDeI\I: "lFIU &l:r..owlcdicd I>dCll'O tnlI IbIJ 30th liay o( Sq:atcmbet', 201)4 by Pamdi: M_ ...-...""'" u.c........ .......~ ~_".. pu.s:ooally -=_ m me ur CXJ a ptllllua:d . drM:re l1cc:ut u , yJ/.I~ [l'Jocuy SmlJ ry. ItliD ~~ T.WlA\JllilWWl Pmtd NImB: ~ 'lr caiI1l&SIlOD lIlM · " EllJlIlElI:__S.#lI My~b:p= ""..~ .-'lIIuIoi;lllnll-- --'-Tt/lloo" - Attachment "A" Legal Description: LOTS 3,4, 19,20, A.1'ID 21 OF MAP OR PLAT ENTITLED "LONGVIEW" AS RECORDED IN PLAT BOOK 11, PAGE 38 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. Attachment ,oB" LIBERTY BANK REDEVELOPMENT SITE TRAFFIC IlVIPACT EVALUATION GULF- TO-BAY BOULEY ARD AT YEL VINGTON AVENUE CITY OF CLEARWATER, FLORIDA The locatIOn of the proposed Liberty Bank IS the southwest quadrant of Gulf.to-Bay Boulevard and YelvIngton Avenue There are three eXIsnng land uses on thIS SIte The uses mclude SIX duplexes (12 umts), a 5,150 square foot hIgh.turnover SIt-down restaurant and 1,970 square feet of general office space The proposal mcludes the demohtlOn of the eXistIng bUIldmgs and constructIon a 3,000 square foot dnve.thru bank and 4,400 square feet of general office space SInce thIS IS a redevelopment proJect, the deternunatlOn of total SIte traffic Impact was determmed takmg mto accOlmt the eXlstmg land use Impacts Both the eXlstmg and the proposed site traffic were calculated usmg the Institute of TransportatIOn Engmeers' (ITE) TrIp Genera tzo n, th EdrhOn. Table 1 provIdes the ITE Land Use Code, rates and the calculatton of each land use for Dally, AM Peak Hour of the Adjacent Roadway, and PM Peak Hour of the Adjacent Roadway trips The potenttal for Pass-By trIps was also considered m calculatIng the SIte traffic Certam land uses are predisposed to capture some tnps from the eXlstmg adjacent traffic flow rather than create new or pnmary tnps The lngh-turnover slt-do\VI1 restaurant and the dnve-thru bank are both examples of land uses that are subject to captunng pass-by tnps Passerby tnps are those tnps already on the road that stop at a land use that IS not ltS pnmary tnp purpose For example, a person may stop at a restaurant for dmner on the way home from work The pnmary tnp IS from work to home and the stop at the restaurant 1S secondary If that restaurant IS on the dIrect route home It 15 consIdered a Pass-By trIp and IS not a new tnp Impactmg the roadway Pass.By rates are proVIded In the ITE's Tnp Generatzon Handbook, 2nd EdltlOn The studled rates are only avaIlable for the PM Peak Hour of the adjacent roadways The Average Pass-By Tnp Percentage for a hIgh-turnover SIt-down restaurant IS 43 percent dunng the PM Peak Hour The Average Pass-By Tnp Percentage for a dnve-thru bank IS 47 percent dunng the PM Peak Hour The adjustment to the PM Peak Hour tnps for passerby IS also mcluded 10 Table I The total new SIte traffic Impact was denved by subtractIng the eXlstIng SIte traffic from the proposed SIte traffic These totals are proVlded m Table 2 The additIOnal slte traffic Impact on a dally baSIS IS 1 tnp per day The A1V1 Peak Hour SIte Impact 1S 26 less tnps per hour, whIle the PM Peak Hour SIte Impact IS an addItIonal 39 tnps per hour Accordmg to the Pmel1as County Metropohtan Plannmg OrgamzatIon's 2003 Level of Servtce Report, dated July 28, 2003, Gulf-to-Bay Boulevard 15 a SIX-lane d1VIded roadway WIth a peak hour - peak d1rectlon capacIty of 3,295 vehIcles per hour The traffic volwne for the peak.hour peak dlrectlOn on the pnmary segment of Impact IS 2,457 vehIcles per hour The Yolume-to- capacity (vie) ratlo 1S 075 and the roadway segment 1S operatmg at a Level of Servtee "C" Based on a direCTIonal factor of 0 55, the project would add 21 directIOnal peak hour tripS The add1tlon of 21 peak hour - peak dlrectlon tnps would not cause a change In the current level of servIce J \02024\02024132 OO\DOC\ReportsIS1teTrnl1mpactREV doc l/6/2005 I I I I I I I I I I I I I I I I I I I ENGINEERING REpORT IN SUPPORT OF A SWFWMD ENVIRONMENTAL RESOURCE PERMIT STANDARD GENERAL PERMIT, FDOT AND CITY OF CLEARWATER PERMIT ;,'Clearwater -~ U~ FOR: LIBERTY BANK CLIENT Liberty Bank Realty Group 2963 Gulf to Bay Boulevard, Suite 220 ,--~----- - - - ~ -~ - Clearwater, FL 33759 0 lE ~ ~ ~ \;1 ~ ~ , ! _ __ u I 1 ' APR _ 8 2005 L - :-:- -, , I , I I_)! I , I I ,---'" i i BE SUBMITTED BY <' , ~\ PLANNING & DEVEL.OPMENT I - , .1\+;\ SERVICES ~~ :. ClTVOF CLEARWATER TBE Group, Inc. 380 Park Place Boulevard, Suite 300 Clearwater, FL 33759 OR\G\N!\L November 2004 I I I I I I I I I I I I I I I I I I I LOCATION MAP INTRODUCTION TABLE OF CONTENTS 1 EXISTING CONDITIONS 1-2 PROPOSED CONDITIONS CONCLUSION EXHIBITS 2-4 4 location Map Aenal Photograph With contours APPENDICES Appendix A Appendix B Append1x C AppendIx D AppendIx E AppendIx F AppendIx G OwnershIp DocumentatIonIW arranty Deed TIerra, Inc Geotechmcal Engmeenng ServIces Report Pond Volume/Curve Number (eN) Calculations Water Quah tyJDrawdown Calculah ons Water Quantity CalculatIOns - CIty of Clearwater and SWFWMD 25YR/24HR Storm FDOT Storms Storm Conveyance System OperatIOn and Mamtenance Acceptance J \02024\02024132 OO\DOC\Reports\ENG-REPORT doc I I I I I I I I I I I I I I I I I I I ENGINEERING REPORT I. INTRODUCTION Liberty Bank Realty Group IS proposmg to modlfy an eX1stmg site by demohshmg two (2) eXlstmg bUlldmgs, and SIX (6) efficIency homes, and constructmg a bank faclhty. parlang areas, and a stonnwater management system ThIS engmeenng report IS the supportmg documentatIOn for a Southwest Flonda Water Management DIStnCt (SWFWMD) EnVIronmental Resource Peront (ERP) Standard General Pernut, an FDOT Dramage and DrIveway Access Permit, and a City of Clearwater bUlldmg penrut The LIberty Bank proJect, shown m the attached exhtblts, IS located In Sectton 14, Township 298, Range l5E The project sIte IS located at 1617 Gulf to Bay Blvd (SR 60), and occupIes Lots 3,4, 19,20, and 21 of map or plat entttled "LongvIew", as recorded m Plat Book 11. pg 38 of the PublIc Records of Pmellas County, Clearwater, Flonda The total project area IS 096 Acres (see Ownership DocumentatiOnl\Varranty Deed, AppendlX A) IT, EXISTING CONDITIONS Currently the project area conSIsts of SIX (6) one~story wooden effiCIency homes, a restaurant, an office buddmg, green area, and three dnveways See attached DemolItton Plan and Survey Adjacent to the north IS Gulf to Bay Blvd (SR 60), to the south and southwest IS resldenttal property, and adjacent to the east IS y elV1ngton Avenue, and adjacent to the west IS commercIal property Stonnwater dramage currently IS not treated or attenuated, and flows east, and northeast to Gulf to Bay Blvd The eXlstmg condlttons are as follows SWFWMD and FDOT ITEM EXISTING BASIN AREA o 96 AC IMPERVIOUS AREA o 86 AC GREEN AREA o 10 AC POND AREA 0 WeIghted Curve Number (CN) for eXIstmg condIhons = 96 59 (see AppendIX C for CN calculatIOns) CITY OF CLEARWATER CRITERIA The City of Clearwater's storm dramage deSign cntena for re-development projects state that the weIghted CN must be calculated usmg Y2 of the ImpervIOUS area and the remamder counted as pemous area The eXlstmg conditIOns usmg elty of Clearwater Cntena IS as follows ITEM EXISTING BASIN AREA o 96 AC IMPERVIOUS AREA o 43 AC GREEN AREA o 53 AC POND AREA 0 WeIghted Curve Number (eN) for eXlstmg condlttons per City of Clearwater cntena = 90 27 (see Appendlx C for CN calculahons) The Federal Emergency Management Agency (FEMA) Flood Insurance Rate Maps (FIRM), Map Number 12103COI09G Commumty number l250960109G, reVised 9/03/2003 shows the property to be III Zone X J \02024\02024132 OO\DOC\Reports\ENG-REPORT doc I I I I I I I I I I I I I I I I The Umted States Department of Agnculture, So11 ConversatIOn ServIce (SCS) Sot! Survey for Pmellas County IdentIfies the sol1 at the SIte to be represented by Urban Land This land type consIsts of areas where the ongmal so11 has been modIfied through cuttmg, gradmg, filhng, and shapmg or has been generally altered for urban development Tterra, Inc report of subswface soIls exploration and foundatlon recommendattons are located m AppendIx B A Double Rmg Infiltratlon Test (DR!) was performed m general accordance WIth ASTM-D 3385 The groundwater table was encountered at a depth of 7 feet below eXlstmg grade Based on the results of the DRJ test, Tlerra recommends usmg a deSign mfiltratlOn rate of 40 ftlday It was estnnated that the seasonal htgh groundwater table would be encountered at a depth of approximately 6 feet below eXIstmg SIte grades across the project SIte Therefore, the seasonal hIgh water table for deSIgn IS assumed to be at elevatIOn 67 feet, wInch IS consistent WIth the SOlI bonng location and geotechmcal recommendattons ill. PROPOSED CONDITIONS The proposed conditions mclude the construction of a two-story 10,600 SF bank faclhty, new parkmg areas, dnveways, and stormwater management system The proposed Site modIficatIOns are as fonows ITEM PROPOSED AREA o 96 AC IMPERVIOUS AREA o 64 AC (s f) GREEN AREA (s f) o 20 AC POND AREA (s f) o 12 AC WeIghted Curve Number (eN) for proposed condItIons = 9533 (see AppendIX C for CN calculatIOns) Water Quality Results The proposed dry retentlon pond was deSIgned to retam the treatment volume of ;/2" over the entlre 096 Acre basm area Treatment Volume Requwed_ Basm Area = 41,818 SF = 0 96 AC 41,818 s f x ((1/2")/12") = 1,742 c f = 004 ac-ft Treatment Volume Provlded_ Top Area of Treatment = 3,087 sf Bottom Area of Treatment = 897 s f Depth of Pond = 10ft Treatment Volume PrOVIded = (3,087 + 897)12 x 1 0 = 1,992 c f = 0046 ac-ft Elev 72 00 Elev 71 00 The proposed dry detentIon pond was deSigned to have the bottom elevanon at 710 and top of bank at 7325 (see AppendIX C for Curve Nwnber (CN), and pond treatment volume calculatlOns) The pond WIll be 1 5 feet deep at DeSign HIgh Water The treatment volume reqUIred for recovery will be adequate Stagtng of the mounded groundwater Wlll reach the pond bottom elevation m less than five (5) hours, proVldmg for the deSlTed recovery (see Water QualIty CalculatlOns located m AppendIX D) I I I AnalYSIS for AttenuahoD_ The proposed dry detentlOn pond was also deSigned to attenuate the 25 year, 24 hour storm (SWFWMD and CIty of Clearwater) The FDOT 3, 10,25, and 100 year storms for the 1,2,4,8 and 24 hour durations were also run on the proposed detentIOn pond ICPR VerSIOn 3 was used to determme the pre-developed and post developed dIscharge The program was also used to route the deSign storms (see AppendIX E, for J \02024\02024132 OO\DOC\Reports\ENG-REPORT doc I I I I 1 I I I I, I I I I I I I I I I SWFWMD 25 year, 24 hour storm calculations per the CIty of Clearwater crIterIa, and AppendIx F for FDOT calculatIOns) CITY OF CLEAR WATER CRITERIA - 25 YR - 24 HR STORM The folloWIng IS a summary of results for the SWFWl\.1D 25yr-24hr pond routmg calculatiOns USIng the CIty of Clearwater's cntena for calculatmg the weIghted CN for eXistIng condlhons (CNe~ls~ condlUons per ellv of CleaTWaterCntena = 90 27) Storm Duratton Maximum Inflow Rate - Pre- DIscharge Rate - Post- Freeboar (yr) (hrs) Stage (ft) Development Development d Allowable dIscharge (cfs) Max PosrtIve (cfs) (m) 25 24 72 54 496 451 85 SWFWMD 25 YR - 24 HR STORM The folloWIng 15 a summary of results for the SWFWMD 25yrA24hr pond routtng calculatIOns usmg the CN for eXIstmg condlttons (CNeXISt. ccmdJllons = 96 59) Storm Durat10n MaxImum Inflow Rate - Pre- DIscharge Rate - Post- Freeboar (yr) (hrs) Stage (ft) Development Development d Allowable dIscharge (cfs) Max POSitIve (cfs) (m) 25 24 72 54 5 16 451 85 FDOT STORMS - 3 YR, 10 YR, 25 YR, AND 100 YR The followmg IS a summary of results for the FDOT pond routmg calculattons Storm Durahon Maxlmum Inflow Rate - Pre- DIscharge Rate - Post- Freeboar (yr) (hrs) Stage (ft) Development Development d Allowable dIscharge (cfs) Max Poslhve (cfs) (m) 3 1 72 35 345 239 108 2 72 34 306 225 109 4 72 27 177 164 11 8 8 72 30 190 I 87 114 24 72 14 061 061 133 10 1 7244 437 330 97 2 7243 410 321 98 4 72 34 236 224 109 8 72 36 249 245 107 24 72 17 084 083 130 25 1 72 50 514 403 90 2 72 47 461 368 94 4 72 38 275 262 1044 8 7240 294 290 102 24 72 20 1 01 1 00 126 100 '" 1 72.60 6 53 5.30 7.8 2 72 57 5 96 4 90 82 4 7244 3 48 3 35 97 8 7247 3 68 3 63 97 24 72 23 1 25 1 24 122 '" Cntlcal Storm (100 yr-lhr) J \02024\02024132 OO\DOC\Reports\ENG-REPORT doc I' I I I I I The overflow welT was sIzed to achieve approxunately elght (8) Inches of freeboard at the cntlcal storm duratiOn The detentIon pond has met the cntIcal stonn duratIOn, and no post~dlscharge exceeds the pre- discharge for the cnttcal duratton An oIl skmuner will be proVided around the proposed outfall structure The outfall structure WIll have an ] 8" Rep dIscharge pIpe, whIch 'WIll connect to a manhole on sIte WIth an 18" RCP outfall pIpe that will connect to an eXistIng storm mlet at the south side of Gulf to Bay Blvd (SR 60) (see Pavmg, Gradmg, and Dramage Plan) I I FDOT Plan and Profile mformatlon for Gulf to Bay Blvd (SR 60) stonn system was obtamed from FDOT's dramage map IdentIfied as ProJ ect No 15040-1501, Sheet No 8 IV. CONCLUSION I I I I I I I I I I I I The proposed new llnperv:tOUS area at the site 'WIll be approxnnate1y 0 64 acres The addrhonallmpervtous area wIll not unpact the surroundmg enVironment m a negattve manner by the proVisIon of a new stormwater management pond for attenuatton of the Increased runoff The stormwater management system wIll be proVided to sattsfy the treabnent reqUIrements of SWFW'MD, FDOT and the CIty of Cleanvater Llberty Realty Group will be responsIble for managmg all stonnwater management faClhtles An Operatton and Mamtenance letter IS attached, and located m AppendIx G I J \02024\02024132 OO\DOC\Reports\ENG-REPOR T doc I I I I I I I I I I I I I I I I I I I I Z 1,)1 ~ ~ ill ~ ~ Q ~ I ~I III ~ ~ ). ~ <( c .. .a i'It (I') CJ) In . ! I u ~bo GROUP Project: l..J)erty Bank ; AppIcant: L.berty Reafty Q-~ Courty: Pi1eIas Sheet: 1 of 1 ~ - - - - - - - - (J) [p,o~" I ::r Title '" ~ :l z 0 Sh eet Title LIBERTY BANK AERIAL PHOTOGRAPH 'FlE GROUP - - - - - - - - - - - ] !.] LIBERTY BANK IN ORGANIZATION Dnerlptl(?1'Ii TBE GROUP, INC. CI..w ,f"ng.!T.h!l'eJ'"Ul g Tn:m5prJdo ftoll rn WMm~i'J ~cJ PlCttlll1l9 l.kenw No.. 3S04J JBO PQri: Piau BQI,lI.wrG alQrW<lbt'" FlCfldo" ::'::'7~ __ tb,qroup tom - BOO 861 &J14 ~E:GISTflA nON FL R.g .N'o ~ Dot. ( Design 1 JOP '1 (PrOJect No 1 Cheoked/OC 1 BLZ / BLZ I 1 5col. lDrQwn 1 JOP ) lDote 1 020241J2 00 '1 1'"=50 1 I 11 12004 ) FILE J \02024\020241J2 OO\ACAO\dwg\F.:XHlaIT-SwFWMO dwg LAST SAVEO Ino 11(18/04-5 44p PLOTTrO Tho )1/,8/04-5 45p ey mcg I FROM He~ltase Title FAX NO 727 328 207E1 Nov 19 2C04 Ell 21PM Pi I " ~"Of ::~~~tf.~CIIo f}-TYJ>.. &t( I....~ ~T Doe.sr~~ 1121:';'':-',,,,,,, ~~ '1Q,1Il Pttp".,,<Ibv i.O.l1~ A IfEnrr AGIl. TITLE tNSURAN('E CORrOIL\1 JON S1011 CEI'ITRAL A VENUE ...- SL l'etenbllf'll, FL 33707 I F,le Nu.rnbc:t 04-307 I l'ar~ clldentlfu:ab<m No 14I!9/1 SI519J8/000l0030 [0"'0< Abu"" 1~" LIn< FOI 1Ia;"'IIin! 0...] I Warranty Deed IS\ATVTORYFOllM -~'oCTlON6lIQ,Ql, Fl.) I This Iadenture !WIde tIU> ]lltIJ day DC Sepj~atber. 1004 betweea M:IlI.:It_ RClII Eil.ltc, LL,C.. a F1.mdll L\l;nlmI LubUlIy COmpllllY whose: PO&! off= address lJ 1103 Florida Avaaue, Swte 4, PIllm Harbor, FL34to83 orlbo County of P'nellaJ, Swe of F1onda, Qnt\lcIr~, and LIberty llc1iIly C.....u... L.L.P., . F1or1dll LiDI1tcd Ll:ahIUry Partoenb,p, wbooc poil olToee .ddrq,. III 1617 Gulf 10 Bay Boulevanl. , Clearwalrr, I'L Jl7S5 of ~ Coll1lly of l"iodlJu:, Sl4tc of Flond., gran1ec:-1 I Witnesseth, tlur.l s.ud G'.II.CUlr fo:: IIld ID con.ulcr.uIOIl of the I\UIl of 1c:N AND NO/llltJ DOLLARS (SID 00) md otbI:. l:Iood and "a1Ulblo consldCt1l.ttons III oa.ld grantor m band paId by saul g<aDlI>o, the rc~ ...l>cn.:lf IS bereby aelcno...ledged, b:u graorr.d., bargamt.i, Uld ..,1 d to !he lIl1d QTilII1CC, and gnntct:', heir!; and ....lgIIi fate\' a the followmg d...c:tibcd laud, mllale lyl1lll and 'De.lllg III Pmdb. County, Florida, la-wn I Lot. J, <1,19. ZO and 11, LONCVlEW, ac~\"tllllg to the Pbt l!tue<If, reror4cd III Plat Book 11. P:op 38, of the- PtlDIlc. Rl'CCIrds of PmtllllS COtlllty, Florldll SubJcct 10 ta.~ [or the ~, 2004 and tb.;.-cafler, ~ve"""lJ; ""ndttlual.. =ot!.ons. ==1111, ,eSCr>l8UUM and hmlwlom of Iet:O%d, If 81'1}' I and SIll d lJfaIIlllr dOCi /u;reby fully 9I1mUlt tbe lltle 10 laid II'll!, awl \01U <k:fcmd the wn: agam;n lawful clalml ohll pa'Sum; WMWoe>tc.r .. '''Onr.uO(''" End "6r.ut~:ra.n= us.c4 fCf "11t~1~ Of !p'ltln.l..;3J CDn1Qt'Ta:!unCJ I III Wlmess Wh ereClf, gl1llllor has hCl\lllllto set gTUlItor's hand ilIId .eo.llhe day and year firsl lIbov. wntten S tgocd 1 ea led aod del",rn:d In Cl\Jl' plCUDCC I Q4.&L~ I WmICu NillnC: ~ 9'~7'" po~ Mcmb"" (CDlIlonle Selll) I I S lOll' 0 f Flood>. CDW:I!y ofPtrtcl.lll5 Tho Con:gnJJl8 _ttunaom wu e..l<nowlrog.:d before me 1twI 30Ih day DC Sep~, 2004 by htnck Umr MembL' of Ma.Ila.t<< Rell EltBtc, L L c~ 8 F1cnd.a LtUlltc>d bwl)' Company, CtI bolull of Ihe corp 11 pc.ISouUy bov""11 UI me II: [X] has produced a dnver'. hcmsO 115 "" I I [Notllry Sal] ""'_~ TNLIllAA.QWlMl PIUlted rilllDl: ... '. III' Clllllii:50U DlllClMi ~ ltPL. ElWlES ~s.:ll:DI My ComtIPJS:IOD bplrel .,.~ _tIR.....,._ I 1---- "'I1<ItJbI&Tirn... - - - I BL.BO-2 Il,-L.2L. 03::JA1~38I" 2~ d2E:20 +0 61 f\O!oJ I I I I I I I I I I I I I I I I I I I T IERRA November 11, 2004 TBE Group, Inc 380 Park Place Boulevard, SUite 300 Clearvvater, Flonda 33759 Attn Mr Bryan Zarlenga. P.E RE: Geotechnical Engineering Services Report Liberty Bank Pinellas County, Florida Tierra Project No.: 6511-04-264 Mr Zarlenga Per your authOrization, T1erra, Inc has completed the geotechnical englneenng study for the referenced project The results of the study are provided herem Should there be any questions regarding thiS report, please do not hesitate to contact our office at (813) 989-1354 Tlerra would be pleased to continue provldmg geotechnIcal services throughout the implementation of thIS project, and we look forvvard to working with you and your organization on thiS and future projects. Respectfully Submitted, eanne A. Berg, P E Semor Geotechnical Engineer Flonda RegIstration No 50699 7805 ProfeSSIonal Place. Tampa, FL 33637 Phone (813) 989-1354 . Fax (813) 989-1355 I I I I I I I I I I I I I I I I I I I TABLE OF CONTENTS Page 1 of 1 PROJ ECT DESCRiPTION................,..................................... .............. .......................... 1 Project Information ... .... ......... .., , . .. . 1 Scope of Services ., . ., .. " ...., . 1 SITE AND SUBSURFACE CONDITIONS.. ............................... .....................................2 General Site Information, .. . . , , .....2 Subsurface Conditions .. " .. 2 PJnellas County SOIl Survey.... , ,3 Double Ring Infiltration Test. . 3 Groundwater Information . ... , . 4 EVALUATION AND RECOMMENDATIONS,.... ......., ..................................................... 4 General.., .. .. ............, " 4 Site Preparation ...,.... 4 Pavement Considerations . 4 CO NSTRU CliO N CON SIDERA TIONS ....,...................... ..............,....,........................... 6 General. . ..,., ... , .... .. 6 Fill Placement and Subgrade Preparation. . ,...,.. . 6 Dramage and Groundwater Concems 8 Structural Fill, .. ...... . 8 ExcavatIons. ., .. .., , .. 8 REPORT LIMITATIONS.... ................................. ........ ......... ...................................,........9 APPENDIX Bonng Location Plan Soil Profiles Sheet 1 Sheet 2 I I I I I I I I I I I I I I I I I I I Geotechnical Engineering Services Report Liberty Bank Pmellas County, Flonda Tlerra Project No, 6511-04-264 Page 1 of 9 PROJECT DESCRIPTION Project Information The proposed project IS located at 1611 through 1617 Gulf to Bay Boulevard In Clearwater, Flonda A developer proposes to design and construct a two-story bank structure, parking, access dnves and a retention area A final site plan has not been determined at thIs time This report Includes a subsurface Investigation of the proposed pavement and retention area The geotechnical evaluation for the proposed structure Will be presented under separate cover once the site plan has been finalized Scope of Services The objective of our study was to obtain information concerning subsuriace conditions at the site In order to obtain data from which to base englneenng esttmates and recommendations In each of the follOWing areas, 1, Suitability of matenals onwslte for use as structural fill, pavement subgrade fill and general backfill Recommendations for placement and compaction of approved fill matenals 2, General location and descriptIon of potentIally deleteriOUs matenals dIscovered In the bOrings which may inteliere with construction progress and pavement performance, Including eXisting fills or surfiCial organics 3, Identification of groundwater levels, pavement subgrade conditions and estimation of seasonal high groundwater levels 4 General pavement section conSiderations 5 Estimation of Seasonal HIgh Groundwater Table (SHGWT) levels 6 Estimation of shallow SOIl infiltration rates In order to meet the proceeding obJectlves, we provided the follOWing services 1. ReViewed readily available published SOils and topographiC information ThiS published informatIon was obtained from the appropriate FlOrida Quadrangle Map publiShed by the United States Geological Survey (USGS) and the SOil Survey of Pmellas County, FlOrida published by the United States Department of Agriculture (USDA) SOil ConservatIon Service (SCS) I I I I I I I I I I I I I I I I I I I Geotechmcal Engineering ServiceS Report Liberty Bank Pmellas County, Flonda Tierra Project No 6511-04-264 Page 2 of9 2 Executed a program of subsurface exploration consIsting of bonngs, subsurface sampling and field-testing We performed six (6) auger bonngs to depths ranging from 6 to 7 feet below eXIsting site grades WithIn the proposed pavement areas 3 Performed one (1) Double RIng Infiltration (DRI) test within the proposed retention area I n additIon, one (1 ) shallow auger bonng was performed nearthe DRI test location to determine SHGVVT 4 VIsually classified the samples In the laboratory uSing the Unified 5011 Classlfi catlO n Syste m (USCS) Cond ucted II mlted la bo rato ry testing, Id entlfied SOli condItions at each bonng location and formed an opInion of the site SOIl stratigraphy 5 Collected groundwater level measurements and estImated SHGVVT 6 Prepared a formal englneenng report In accordance With the request for proposal (RFP) which summarizes the course of study pursued, the field and laboratory data generated, subsurface condItions encountered and our englneenng recommendations In each of the pertinent tOpiC areas The scope of our services did not Include an environmental assessment for determining the presence or absence of wetlands or hazardous or tOXIC matenals In the sOII, bedrock, groundwater, or air, on or below or around thiS site Any statements in thiS report or on the bonng logs regarding odors, colors, unusual or SUSpICIOUS Items or conditions are stnctly for the InformatIon of our chent SITE AND SUBSURFACE CONDITIONS General Site Information 1, The proposed project IS located at 1611 th roug h 161 7 Gulf to Bay Boulevard In Clea rvvater, Flonda Dunng field actIVIties, It was noted that a restaurant, crematonum and SIX (6) small reSIdential structures are present on Site, The majority of the site IS covered With asphalt Based on the Clearwater, Flonda, USGS, Quadrangle Map, the ground surface elevation IS approximately +75 feet National GeodetIC Vertical Datum (NGVD, 1929) Subsurface Conditions The subsurface conditIons were explored uSing a total of SIX (6) shallow auger bonngs WIthin the pavement areas to evaluate soils for pavement sectIons to depths rangIng from 6 to 7 feet The bOrings were located In the field by a representative of Tlerra measunng I I I I I I I I I I I I I I I I I I I Geotechnical Engmeerlng Services Report Liberty Bank Pmellas County, Florida Tierra PrOject No - 6511..04-264 Page 3 of 9 distances from eXIsting sIte features with the aId of handheld Global Positioning System (GPS) equipment The approximate bonng 10catlOns are presented In the Appendix The sOil strata encountered In the bonngs performed at the proposed development are summanzed in the following table 1 Light Brown to Brown Fine SAND to Slightly Silty Fine SAND AsphaltlLlmerock Base Dark Brown Silty Fine SAND SP/Sp.SM 2 3 SM The subsurface sOil stratification IS of a generalized nature to highlight the major subsurface stratification features and matenal charactenstlcs The 5011 profiles Included in the AppendIx should be reviewed for specific informatIon at IndIvidual bonng locations These profiles Include sOil descnption, stratifications and penetratIon resistances The stratifications shown on the bonng profiles represent the conditions only at the actual bonng location Vanatlons may occur and should be expected between bonng locations The stratifications represent the approximate boundary between subsurface matenals and the actual transition may be gradual Pinellas County Soil Survey The SOIl Survey of Pinellas County, Flonda published by the USDA, SCS was revIewed for general near surface sOil mformatlon ThiS Information Indicates there IS one (1) pnmary mapping unIt within the project. Unit 14 - Urban Land ThiS land type consists of areas where the onglnal sOil has been modified through cuttIng, grading, filling, and shapIng or has been generally altered for urban development Double Ring Infiltration Test A DRI test was performed In general accordance with ASTM-D 3385 at a test depth of approximately 2X1 feet below eXisting grade wIthin each proposed pond The groundwater table was encountered at a depth of 7 feet below eXisting grade Based on the results of the DRI test, Tlerra recommends uSing a deSign infiltration rate of 40 ftlday, I I I I I I I I I I I I I I I I I I I Geotechmcal Englneenng Services Report Liberty Bank Plnellas County, Florida T1erra Project No 6511-04-264 Page 4 of 9 Groundwater Information The groundwater levels Immediately after dnllmg were estimated at depths ranging from 6 to 7 feet below eXisting grade within the proposed pavement It should be noted that groundwater levels tend to fluctuate dunng penods of prolonged drought and extended rainfall and may be affected by man-made Influences In additlon, a seasonal effect will also occur In which higher groundwater levels are normally recorded in rainy seasons It IS estimated that the SHGWT Will generally be encountered at a depth of approxImately 6 feet below eXisting site grades across the project site EVALUATION AND RECOMMENDATIONS General The results of the bonngs Indicate that the native sOils Will prOVide adequate support for standard pavement sections when prepared in accordance with the recommendatIons provided herein Our recommendations for site preparation and construction conSiderations are presented In the followmg report sections Site Preparation Prior to construction, the location of any eXisting underground utilitIes wrthln the construction area should be established PrOVIsions should then be made to relocate any ,nterfenng utIlity lines withm the construction area to appropnate locations and backfilling the excavation with compacted structural fill In this regard, It should be noted that If abandoned underground pipes are not properly removed or plugged, they might serve as conduits for subsurface erOSion subsequently resulting In excessIve settlement of pavement sections As a minimUm, it is recommended that the cleanng operations extend to the depth needed to remove surface vegetation and associated root matenals and other matenal conSidered deletenous at least 5 feet beyond the proposed development area including eXisting structure and pavement remnants Pavement Considerations In general, follOWing the completion of the recommended clearing and grading operations and fill placement, the compacted fill and natural shallow sandy sOils should be acceptable for construction and support of a fleXible (hmerock, crushed concrete, or shell base) or semi-flexible (SOil cement base) type pavement section Where truck traffic or heavy loadIng IS anticipated, such as dumpster areas, we would recommend uSing a ngld pavement section I I I I I I I I I I I I I I I I I I I Geotechnical Engineering ServIces Report Liberty Bank Pinellas County, Florida Tlerra Project No. 6511-04-264 Page 5 of 9 Any fill utilized to elevate the cleared pavement areas to subgrade elevation should consist of reasonably clean (maximum 12% passing #200 sieve sizes) fine sands uniformly compacted to a minimum depth of 12 Inches to a minimum density of 98% of the modified Proctor maximum dry densIty In areas where heavy loading IS anbClpated, we recommend Type B stabilized 5ubgrade (LBR = 40%) as specIfied by the FDOT Standard SpecificatIOns for Road and Bndge Construction A SOil cement base should be desIgned according to FOOT or PCA mOdIfied short cut design procedures Strength of 300 pSI should be achieved on laboratory cured compressive strength specimens molded from samples taken from the base matenal as It IS placed A stabilized subgrade need not be Incorporated With a SOil cement base Traffic should not be allowed on the subgrade as the base IS placed to aVOId rutting Before pavlng, the subgrade should be checked for soundness and be true to line and grade pnor to paving The choice of pavement base type Will depend on final pavement grades If a minimum separatIon of 18- Inches between the bottom of the base and the seasonal high groundwater level IS obtained, then a hmerock, shell, or crushed concrete base can be utilized A SOil cement base should be utIlized If the separation between final grade and the seasonal high groundwater IS a minimum of 12 Inches and less than 18 Inches Base matenal elevations should not be deSIgned for saturated condItions If the designer wishes to have base matenal closer then 12 Inches to the SHGVVT, then an underdraln system should be utilized that Will maintain the 12 Inches of separation, The SHGWT should be re- established relatIve to a known elevation pnor to setting final grades Llmerock and shell base matenal should meet FlOrida Department of Transportation (FOOT) requIrements Including compaction to a minimum density of 98% of the modified Proctor maximum dry densrty and a minimum Llmerock Beanng RatiO (LBR) of 1 00%. Crushed concrete should be graded In accordance wrth FOOT Standard SpeCification Section 901-5 As a guideline for pavement deSign, we recommend that the base course be a minimum of 6mches thick In parking areas and 8 Inches thick In heaVIly traveled dnves Before paving, the base should be checked for soundness The asphaltiC concrete structural course should consist of at least one and one-half (1%) Inches of Type S or SP asphaltiC concrete matenal The asphaltic concrete should meet standard FOOT matenal requirements and placement procedures as outlined In the current FOOT Standard SpeCifications for Road and Bndge Constructton The asphaltIC concrete should be compacted to a minimum of 95% of the maximum laboratory denSity found on the mix deSign As an alternate to the above referenced flexible pavement design I a ngld (concrete) pavement deSign could be used The concrete should have a minimum ,compressive strength of 4,000 psi at 28 days when tested In accordance With ASTM C-39 Based on our expenence, a minimal thickness of five (5) Inches should be utilized for standard duty applications and a minimal thickness of SIX (6) Inches should be utilized for heavy-duty apphcatlons The steel remforcement within the concrete pavement should be deSigned by the project cIvIl engineer The subgrade should be prepared to achieve a minimum LBR of 20% as mixed and pulverized to a depth of 12 Inches below the pavement base elevation I I I I I I I I I I I I I I I I I I I Geotechmcal Engineering ServIces Report Liberty Bank Plnellas County, Flonda Tlerra Project No. 6511-04-264 Page 6 of 9 The subgrade salls should be compacted to a minimum density of 98% of the modIfied Proctor maximum dry density Actual pavement section thickness should be provided by the design cIvil engineer based on traffic loads, volume, and the owners design life reqUirements The above sections represent minimum thicknesses representative of tYPical load and construction practices and as such penodlc maintenance should be anticipated All pavement matenals and construction procedures should conform to the FOOT or appropnate CIty or county req Utreme nts CONSTRUCTION CONSIDERATIONS General It IS recommended that a qualified and certIfied matenal engmeenng firm be retamed to provide observation and testing of construction activities Involved In the earthwork and related construction actIvities of this project Tlerra cannot accept any responsibility for conditIons, which deviate from those, described In thiS report, If not engaged to also prOVide construction observation and testmg for thiS project. Fill Placement and Subgrade Preparation The following are our recommendations for overall site preparation and mechanical denslficatlon work for the construction of the proposed development based on the anticipated construction and our bonng results These recommendatIOns should be used as a gUideline for the project general speCifications prepared by the deSign engineer 1 The site should be cleared It IS recommended that any undeSirable matenal be removed to the satIsfaction of Tlerra pnor to beginning construction at the site Any cavities formed should be replaced with compacted structural fill As a minimUm, It IS recommended that the c1eanng operatIons extend at least five (5) feet beyond the development penmeters 2 FollOWing the c1eanng operations, the exposed eXisting subgrade should be evaluated and proofrolled as directed by representatives of Tlerra to confirm that all unsUItable matenals have been removed, The proofrolling should consist of compaction with a large diameter, heavy Vibrato!)' drum roller The vibrato!)' drum roller should have a static drum weight on the order of eight (8) to ten (10) tons and should be capable of exerting a mlOlmum Impact force of 36,000 pounds (DYNAPAC CA-250 or eqUIvalent IS expected to provide acceptable results) The VIbrato!)' roller should not be used Within 50 feet of any eXIsting structures These areas should be compacted uSing a fully loaded 2 cubIC yard capacIty front-end loader or eqUivalent I I I I I I I I I I I I I I I I I I I Geotechmcal Engineering Services Report LIberty Bank Plnellas County, Florida TIerra Project No 6511-04-264 Page 7 of9 3 Careful observations should be made dunng proofrolllng to help Identify any areas of soft Yielding soils that may require overexcavabon and replacement. Pnor to any field operations, we recommend that a survey be performed (Including pictures and/or video) of the eXIsting structures (Including utilities) located adjacent to the proposed construction Documentation should be made of any foundatIon problems or cracking noted by the owners and the survey crews It /s also recommended that a follow~up photographic survey be performed after the construction actIvities, 4 The proofrolllng equipment should make a minimum of eight (8) overlapPing passes over the structure area with the successive passes aligned perpendicular It IS recommended that within the bUIlding area, the natural ground, to a minimum depth of one (1 ) foot below stnpped grade I be compacted to a dry densIty of at least 98% of the standard Proctor maximum dry densIty or 95% of the modified Proctor maximum dry density 5 Following satisfactory completion of the initial compaction, the pavement area may be brought up to finished subgrade leve/s, If needed, uSing structural fill. Imported fill should consist of fine sand wIth less than 12% passing the No 200 sieve, free of rubble, organics, clay, debns and other unsuitable matenal Fill should be tested and approved pnor to acquIsition, Approved sand fill should be placed In loose lifts not exceeding 12 Inches In thickness and should be compacted to a minImum density of 95% of the modified Proctor maximum dry density, DensIty tests to confirm compaction should be performed In each fill 11ft before the next lift IS placed. 6 Pnor to beginning compaction, sOil mOisture contents may need to be controlled In order to facilitate proper compaction If additional mOIsture IS necessary to achieve compaction obJectives, then water should be applied In such a way that It will not cause erOSion or removal of the subgrade sOils A moisture content within the percentage range needed to achIeve compaction IS recommended pnor to compaction of the natural ground and fill 7, A represe ntatlve from our fi rm sho u Id be reta In ed to provide 0 n-site 0 bse rv atlon of earthwork and ground modification actiVities DenSity tests should be performed In the top one (1) foot of compacted ex/sting ground I each fill 11ft, and the bottom of foundation excavations, It IS Important that Tlerra be retamed to observe that the subsurface conditions are as we have dIscussed herein, and that foundatIon construction ground modIfication and fill placement IS In accordance with our recommendations I I I I I I I I I I I I I I I I I I I Geotechnical Engmeenng Services Report Liberty Bank Pmellas County, Flonda Tlsrra Project No 6511-04-264 Page B of9 Drainage and Groundwater Concerns The groundwater levels presented In this report are the levels that were measured at the time of our field activIties, Fluctuation should be anticipated We recommend that the Contractor determine the actual groundwater levels at the time of the construction to determine groundwater Impact on this construction procedure Depending on the time of construction, groundwater control may be necessary If needed, groundwater can normally be controlled In shallow excavations or nm ditches With a sump pump, Dunng subgrade SOil preparation, any plastic SOils below design grade could become disturbed by construction activities If this becomes the ease, the contractor may be directed by the owner's representative to remove the dlstu rbad or pumping Salls to a depth of 12 to 18 Inches below design grade and backfill the area With structural fill , Water should not"be allowed to collect on prepared subgrades of the construction either dunng or after construction Undercut or excavated areas should be sloped toward one comer to facIlitate removal of any collected rainwater, groundwater, or surface runoff Positive site drainage should be provided to reduce Infiltration of surface water beneath the pavement sections The grades should be sloped away from the paved areas and surface drainage should be collected and discharged such that water IS not permItted to Infiltrate the base matenal Structural Fill All materials to be used for fill or backfill should be evaluated and, If necessary, tested by Tlerr8 pnor to placement to determine If they are SUItable for the Intended use SUitable fill matenals should consist of fine to medium sand With less than 12% passmg the No. 200 Sieve, free of rubble, organics, clay, debris and other unsuitable matenal Excavations Site excavations for foundations and utilities may not encounter groundwater Stratum 1 may be used as structural fill The silty soils compnsmg Stratum 3 should not be used as backfill matenal due to the difficulty In obtaining compaction In Federal Register, Volume 54, No 209 (October 1989), the United States Department of Labor, Occupational Safety and Health Administration (OSHA) amended ItS "Construction Standard s for Excavations, 29 CFR, Part 1926, Subpart P" This document was Issued to better Insure the safety of workmen entenng trenches or excavations It IS mandated by this federal regulation that excavations I whether they be utility trenches, basement excavations or footing excavations, be constructed In accordance With the new OSHA gUldellnes_ It IS our understanding that these regulations are being stnctly enforced and If they are not closely followed, the owner and the contractor could be liable for substantial penalties I I I I I I I I I I I I I I I I I I I Geotechmcal Engmeermg Services Report Liberty Bank Pmellas County, Florida Tlerra Project No 6511-04-264 Page 9 of9 The contractor IS solely responsible for designing and constructing stable, temporary excavatlo ns and sho u Id shore I slo pe, 0 r bench the sid es of the excavatlo ns as req U1red to maintain stability of both the excavation sides and bottom The contractors "responsible person~, as defined m 29 CFR Part 1926, should evaluate the sOil exposed In the excavatIOns as pa rt of the contra cto r's safety p raced u res J n no case sho u Id slope helg ht, slope mcllnatlon, or excavation depth, Includmg utility trench excavation depth, exceed those specified In all local, state, and federal safety regulations We are provldmg thIs information solely as a service to our chent Tlerra does not assume responsibility for construction site safety or the contractor's or other parties' compliance with local, state, and federal safety or other regulations REPORT LIMITATIONS The Geotechn Ica I Eng I neer wa rrants that the fi nd I ngs I recommend atlons, specifications I or professional advice contained herem have been made In accordance with generally accepted professional geotechnical englneenng practIces in the local area No other warranties are Implied or expressed The scope of the exploration was Intended to evaluate shallow sOIl conditions, The recommendations submitted are based on the available subsurface Information obtained by Tlerra and design details furnished by TBE Group, Inc" for the proposed project, If there are any reVISions to the plans for this project or if deViations from the subsurface conditions noted In this report are encountered dunng construction, Tlerra should be notified immediately to determme If changes in the foundation recommendations are reqUired, If Tlerra is not retamed to perform these functions, Tlerra will not be responsible for the Impact of those condItions or the geotechnical recommendations for the project After the plans and specrficatlons are more complete, the Geotechnical Engineer should be retamed and proVided the opportunity to review the final design plans and specifications to check that our englneenng recommendations have been properly incorporated Into the design documents At this time, It may be necessary to submit supplementary recommendations. This report has been prepared forthe exclusive use ofTBE Group, Inc a nd Its co nsu Ita nt( s) fo r the specific a pphcatlo n to the pro po sed Llbery Bank pavement and retentIon area In Plnellas County, Florida ------------------- 72.116 72.119 @ . J2.!ll W )>- )> )> "0 "C 7144 If) "0 "C fTl ...., ...., 0 0 I" X X 3: 3 3 fTl 12.22 )> "U a a G) ..... ..... Ctl CIl 7Ull "U rrl !!I ;0 0 )> 0 0 c; z i ~ C \Q I:T CIl 0 0 ...., f11 CIl I:T 0 0 lUIlI a lI111tll ;:0 ...., l1U W :r :f -< \Q \Q ~ :J 0 0 ~ 0 fTl a - r+ () ...., o' 72.M 0 r 3 :::l 7110 f11 @J Z ro 72JIl ..... 4 --I (tl ...., --I OPOSED BANK CIl (II STORY - 10,600 SF ..... 7113 WN c R T FLOOR - 4,500 SF !DClE IF PAUII1 0 1<11'< r. SeND FLOOR - 6,100 SF r-S f::'P O:;'G'~ 0 0 4.11' ~ 0 :J CO 710Il 0 ::::0 - Z MA/IIlU GJ "U 0 I r 0 )> z () 72.04 Vl )> () )> -I r fTl (.N 0. 0 Z U w~ I ~~ )> 7U3 w~ z >Ii <(,... ~ z~<t o ;ji i~ t;~ ~i ~~ w~ R I i I >- 72.JII \- .si"(') , ; Gt>! 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U) Q^0 z :r. ;:y I'T'J 2 fT1 0 U) m I'T'J ):>- ~ '" I I I I I I 1E.1R. --=f I I I I I I I I I I I I LIBERTY BANK Prepared by M Gwham 02024-132 00 THE GROUP, INC 18-NO\'-04 PROPOSED STORMW A TER POND Elevation Area Area Incr Vol lncr Vol VoJume (fl) (sf) (ae) (d) (ae-ft) (ef) 71 00 897 002 - .- ------ - - , --~~ -------../ 1992 005 1,992 :J )- 72 00 3,087 007 ~ -l .... ..... -I-' 1,799 004 3,791 72 50 4,J07 009 2320 005 6,111 7300 5,174 OJ 2 J \02024\020241320Q\DOCICALCSlquallty-1 xIs I I LIBERTY BANK 02024-132.00 I I P repa red by M GIUliani TBE GROUP, INC 18-]'.0\-04 o 96 I acres LIBERTY BANK PROPOSED POND - WATER QUALITY CALCULATIONS I TOlal Treatment Area =1 ReQuIred Treatment Volume - Wet Detenhon I I reatm~nl Cntertm = I 0 51 mches of runoff 1 reatmenl Volume = Area x (Depth 112) x 43560, cf Treatment Volume = 1 1,7421 cf or I Treatment Volume ProvIded = 1 1,992]cf@ Elevauon 72 00 I I I I I I I I I I I I J I0202410202413200\DOCICALCSlquallty-1 xlslreq_ vol o 04 1 ac-fl I I I I I I I I I I I I I I I I I I I Libertv Bank Camp By Chk By Date ProJ No Subject: Existing Conditions City of Clearwater Criteria BASI N AREA' 0 96 AC WelQhted SCS Curve Number Calculation (ExIstlnq) Land Use Hyd Gr Area (Ac) CN Weighted CN Pervious Area D 053 84 4452 BUilding/Paved Areas 0 043 98 4214 ITotal I I 096 I I 9027 I J \02024\02024132 OOlDOC\Calcs\[scs-cn-Clty xls]Exlstlng 11/19/2004944 M Giuliani, EI B Zarlenga, PE 11/18/2004 02024-132-00 I I I I I I I I I I I I I I I I I I I Libertv Bank Camp By Chk By Date TBE ProJ No Subject: Existing Conditions BASIN AREA: 0.96 AC WelQhted SCS Curve Number Calculation (Exlstln I) Land Use Hyd Gr Area (Ac) eN WelQhted CN Pervious Area D 010 84 8064 BUilding/Paved Areas D 086 98 8428 ITotal I I 096 I I 9659 I J 102024\02024132 OO\DOCICalcsl[scs-cn xls)Exlstlng 11/19/2004 9 43 M Giuliani, EI B Zarlenga, PE 11/18/2004 02024-132-00 I I I I I I I I I I I I I I I I I I I Libertv Bank Camp By Chk By Date M Giuliani, El B Zarlenga, PE 11/18/2004 TBE Pro) No 02024-132-00 Subject: Proposed Conditions BASIN AREA = 0.96 AC WelQhted SCS Curve Number Calculation (Proposed) Land Use Hyd Gr Area (Ac) CN Weighted CN Pervious Area 0 020 84 168 Pond 0 012 100 1200 BUilding and Pavement D 064 98 6272 ITolal I I 096 CJ 9533 I J \02024\02024132 OO\DOCICalcsl[scs-cn-clty xls]Proposed 11/19/2004 9 44 I I I I I I I E. d~_ I I I I I I I I I I I I LIBERTY B~NK Prepared by M Gluliam 02024-132,00 TBE GROUP, INC 18-No~-04 PROPOSED STORM WATER POND Eleval10n Area Area Jl'lcr Vol Incr VoJ Volume (ft) (sf) (ac) (cf) (ac-ft) (cf) 71 00 897 002 ---- ----- --- ---- -- ---- --- -- _ __....----.r 1992 005 I 992 ) -7 l 72 00 3087 007 --- ----...--.......,. ~- Ir-< -c. J 799 004 3791 7250 4107 009 2320 005 6111 7300 5174 012 J \02024\0202413200\DQC\CALCS\quallty-1 xis I I LIBERTY BANK 02024-132 00 I I Prepared b, r.l Glu]mm THE GROUP, INC 18-'" 0\'-04 o 96lacres LIBERTY BANK PROPOSED POND - WATER OUALlTY CALCULATIONS I Total T realmenl Area = I ReqUired Treatment Volume - Wet Detenl10n I Treatmem Cmertm = [ () 51 mches of runoff Treatment Volume = Area x (Deplh tl2) x 43560 ~f Treatment Volume = I J 7421 cf or I Treaunent Volume ProVided = 1 1,992Icf@ Ele'allOn 72 00 I I I I I I I I I I I I J I02024\0202413200\DOCICALCSlquallty-1 xls\re~vol 004lac-ft \ I I I I I I I I I I I I I I I I I I I 250 I I I I I I I I I 200 " --- ---;--- -- ---,- ---- .------ - - I I' - I J!! t a:: I - I Q) I 1; I a::: I (.) 150 - ----- - ----.. ----"-L-- - - - - ---- - -- I l:; I I E II .= I o I > I 100 \ I I l : \ I I I 50 I I ! 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I I I I I I I I I I I I I LIBERTY BANK EXISTING CONDITIONS Clty Of Clearwater Crlterla CN~90 27 Node Dlagram I I Nodes A Stage/Area v Stage/Volume T Tlme/Stage M Manhole I BaSlns o Overland Flow uses Unlt Hydro S Santa Barbara I Llnks p Plpe W Welr C Channel 0 Drop Structure I B Brldge R Ratlng Curve H Breach I I I T BNDY PJ-EXIST I I I I I I I I I I I I Interconnected Channel and Pond Routmg Model (ICPR) <92002 Streamlme Technologies, Inc I LIBERTY BANK EAISTING CONDITIONS Clty Of Clearwater Crlterla CN~90 27 Basln Summary Report I I BaSln Name Group Name Slmulatlon Node Name Basln Type I Unl.t Hydrograph peaklng Fator Spec Tlme Inc (mln) Camp Tlme Ine (mln) Ralnfall Flle Ralnfall Amount (lnl Storm Duratlon (hrs) Status Tlme of Cone (mln) TIme ShIft (hrs) Area (ac) Vol of UnIt Hyd (Inl Curve Number DeIA (%) I I I TIme Max (hrs) Flow Max (cfs) Runoff Volume (In) Runoff Volume (ft3) I I I I I I I I I I I EXIST BASE 025 BNDY SCS Unlt Hydrograph Uh256 256 0 1 33 1 33 Flmod 9 000 24 00 OnSlte 10 00 o 00 o 960 1 000 90 no o 000 12 04 4 964 7 822 27257 099 I Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamlme Technologies, Inc Page 1 of 1 I LIBERTY BANK EXISTING CONDITIONS Clty Of clea~water Crlterla CN=90 27 Basln Max Report I Slmulatlon Basln Group Tlme Max hrs FIo'v May , cfs Volume In Volume ft3 I 025 EXIST BASE 12 04 4 964 7 822 27257 099 I I I I I I I I I I I I I I I I Interconnected Channel and Pond Routmg Model (ICPR) ~2002 StreamlIne Technologies fne Page 1 of 1 I LIBERTY BANK EXISTING CONDITIONS C~ty Of Clearwater Cr~ter~a CN=90 27 Bas~n Input Report I I Name EXIST Group BASE Node TY1;>" BNDY SCS Un1t Hydrograph Ons~te Un~t Hydrograph Ral.nfall Fl.le Ral.nfall Amount(ln) Area(ac) Curve Number DCIA('!;) Uh2 56 Flmod 9 000 o 960 90 27 o 00 Pea}ang Factor Storm Duratl.on(hrs) Tl.me of Cone {ml.n) Tl.me Shl.ft {hrs I Max Allowable Q{efs) I I EXl.stl.ng Condl.t~ons Wel.ghted CN calculated per C~ty of Clearwater re-development code That ~S, uSl.ng half of l.mpervl.ous area wl.th rest pervl.ous lmpervl.ous = 0 43 AC Pervl.Ous = 0 53 AC Total sl.te area = 0 96 AC I I I I I I I I I I I I I Status 256 0 24 00 10 00 o 00 999999 000 I Interconnected Channel and Pond RoutIng Model (ICPR) (92002 Streamline Technologies, Inc Page 1 of 1 I LIBERTY BANK EXISTING CONDITIONS Clty Of Clearwater Crlterl3 CN=90 27 Node Input Report I I Name Group Type BNDY BASE TJ.me(Stage Base Flow(cfs) o 000 Inlt Stage(ft) Warn Stage(ft) 65 400 71 000 FDOT eXlstlng stormwater lnlet connectlon I Tlme(hrs) Stage(ft) I o 00 10 00 12 00 15 00 24 00 65 400 66 500 67 900 66 500 65 400 I I I I I I I I r I I I I I I Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamlme TechnologIes, Ioe Page I of 1 I LIBERTY BANK EXISTING CONDITIONS C~ty Of Clearwater Cr~ter~a CN=90 27 Hydrology S~mulat~on Input Report I I Name 025 F~lename J \02024\02024132 00\DOC\Calcs\025 R32 Overr~de Defaults No I T~me{hrs) Pr~nt Inc(m~n) 50 000 15 00 I I' I I I I I I I I I I, I I I Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamlme TechnologIes, Inc Page 1 of I ~ () a ro () ;; ~ ::::: ::t] o:l 0 n :e: onlS' lV ;tl t<l t:J n :::: "'10 "'L ~ ./""1 '"1 ::r (0 ~ -r;' flln-....OIlJ....'U'" lll....O''UO"ro n 0 en t:l ::rlC rD (fl rD rtr-' n " c c " 0 <: ,.,. rD C " (lI o z a ff. ~ ::l p,. Ul c Olm Ul Ul 011:: (\I n <I.... =,...(fJ rtI ::=. rt ,,'" ilICf- o ill OJ .... :> IlJ rt 0. .., tr::;"l ill -...:: J..-I .., a. 0 IlJ " >.: o 3: "-l < :to':!: 10 ~ ;:: :4 ~I~ ::::: ;; W Q.llrn :;"flllQlQ o -.... ro co ~(JJ.................. cort<)> IlJ 0 .., u:J f- co I'D C W '3 rD ~"'t'" I 00..... DtI>to t>l'":loo "" 0""" HO"': I :002: OOtc ;tl>-<:t> :t>hJZ 3:>-<;>:; 0 :<:0 (flN 0 I '" "'" r-' IN N 0 0 I I I I I I I I I I I I I I I I , i C' , '01 ! gl I '":ll I , I : I I I I i I ~ g" 5.. ?O ~ trO s: o c.. !!. n ." ..3 try IV o o IV ~ (!> ~ t:J o tI> , r-' ~ -3 (!> ~ (5 0- 0<: G y' \ /' ;:; ! ~ '0 '0 , o C '":l -~ I '":l i ! ~ I 0< )> '0 o z o 3: ~ r-' S "'2:'tlt" I U10QJ--I ib e<OUlIIl ..., ;<It>>>-Jt>> n , ;U 0 "';o("]>-J ::I "'''loe< I :::3 Xl'"OZ G ;<lOOIIl U ;<lH;t> '" Ul>-J>-JZ ~ 'tl III Z >-J ....;.; 03:Z IlJ 0 0 () Z:X:O OJ :>:l 2:0 ::r Ol-'e< (1l 3: Ul'" po 0 I :::I '" :::3 '" ~ I-' W E!! 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I 0 t-' 'i lQ i3 "" c " ro fD /' <:: Ul '" ..,J '" '" fIl I n- o 111 ru 3: '" "" ....,\0 ru '" 111 nfDX 03: UlPJ X I f-' .... Ul tv '" rT>-l ;J'OJ.... 0 0 'i lQ .8 0 .. "' ID (ll 0 I Ul CJ'\ '" ..,J '" Ul rt '" 0 III 3: 0 m ....,W OJ 0 m rt ro x I I I "'0 I '" IJQ (l) 0 I -, I LIBERTY BANK 02024132 00 POST CONDITIONS BASIN INPUT REPORT 25YR-24HR STORM I I Name POST Group BASE OnsJ.te I UnJ.t Hydrograph RaJ.nfall FJ.le RaJ.nfall Amount: (J.n) Area(ac) Curve Number DeIA('!;) I I I I I I I I I I I, I I I Uh256 Flmod 9 000 o 960 95 33 o 00 Node Type POND ses UnJ.t: Hydrograph Status 256 0 24 00 10 00 o 00 999999 000 I Pea}.J.ng Facto!; Storm DuratJ.on(hrs) TJ.me of Cone (mJ.n, TJ.rne ShJ.ft(hrs) Max Allowable Q(cfs) Page 1 of 1 Interconnected Channel and Pond Routmg Model (ICPR) @2002 StreamlIne TechnologIes IDe I LIBERTY BANK 02024132 00 POST CONDITlONS PIPE INPUT REPORT I 2SYR-24HR STORM Name P-OUT From Node MHl I Group BASE To Node BNDY UPSTREAM DOWNSTREAM Geometry Cl.rcular Cl.rcular Span 11nl 18 00 18 00 I' Rl.se (lnl 18 00 18 00 Invert (ft) 66 200 66 000 Mannl.ng's N o 013 000 o 013000 Top Chp(ln) o 000 o 000 Bot Chp(ln) o 000 o 000 I I Upstream FHWA Inlet Edge DeSCrl.ptlon Cl.rcular Concrete Square edge wi headwall Downstream FHWA Inlet Edge Descrl.ptl.on Cl.rcular Concrete Square edge wi headwall I 1\ I I I, I I I I I I I Length (ft) Count Fr1ctl.On Equatl.on Solutlon Algorl.thm Flow Entrance Loss Coef EX1t Loss Coet Bend Loss Coet Outlet Ctrl Spec Inlet Ctrl Spec Stabl.llZer Optl.on 20 00 1 Average Conveyance Automat1c Both 1 00 1 00 o 70 Use dc or tw Use dc None , , I Page 1 of I Interconnected Channel and Pond Routmg Model (ICPR) (h)2002 Streamline TechnologIes, Ine I LIBERTY BANK 02024132 00 POST CONDITIONS DROP STRUCTURE INPURT REPORT 25YR-24HR STORM I I, Name DS-1 From Node POND Length I ft) 240 00 Group BASE To Node MHl Count 1 UPSTREAM DOWNSTREAM Frlctlon Equatlon Average Conveyance Geometry C1rcu1ar C1.rcular Solut,-on Algor1thm AutomatlC Span 110) 18 00 18 00 Flow Both R1se 11n) 18 00 18 00 Entrance Loss Coef 1 000 Invert Uti 66 600 66 200 Ex,-t Loss Coef 1 000 Mann'-ng's N o 013000 0 013000 OUtlet Ctrl Spec Use dc or t\V Top Chpllnl o 000 0 000 Inlet Ctrl Spec Use dc Bot Chp(lnl o 000 0 000 II I Upstream FHWA Inlet Edge Descrlptlon C1rcular Concrete Square edge wi headwall I Downstream FHWA Inlet Edge Descrlptlon Clrcular Concrete Square edge wi headwall *** Welr 1 of 2 for Drop Structure DS-1 ~~~ I TABLE I Count Type Flow ~Geometry 1 HOl'"lzontal Both Rectangular Span (In) Rlse{ln) 70 00 52 00 Bottom Cllp(ln) 0 000 Top Cllp(ln) 0 000 Welr D1SC Coef 3 200 I Orlflce Dlsc Coef 0 600 Invert (ft) 73 000 Control Elev{ft) 73 000 Bottom Cllp (In) 0 000 Top Cllp(ln) 0 000 Welr D1SC Coef 3 200 Orlflce D1SC Coef 0 600 Invert 1ft) 72 000 Control Elev 1ft) 72 000 TABLE I *~~ Welr 2 of 2 for Drop Structure D5-1 *.~ I Count Type Flow Geometry 1 Vertlcal MaV1S Both Rectangular Span (,-n) R1se (,-n) 42 00 9999 00 I I I' I I I I I I Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamhne Teehnologtes, lne Page 1 of I I LIBERTY BANK 02024132 00 POST CONDITIONS HYDROLOGY SIMULATION INPUT REPORT 25YR-24HR STORM I I, Name 025 F~lename J \02024\02024132 00\DOC\Calcs\025 R32 OVerr1de Defaults No T1me 1 hrs) Pr1nt Inc1m1n) I so 000 15 00 I I I I I I I I I I I I I I I lnterconnected Channel and Pond Routmg Model (ICPR) @2002 Streamhne Technologles, Ine Page 1 of 1 I LIBERTY EANK 02024132 00 POST CONDITIONS ROUTING SIMULATION INPUT REPORT 25YR-24HR STORM I I Name F~lename 025 Hydrology S~m 025 J \02024\02024132 oo\nOC\Calcs\025 132 Execute AlterIlat~ve Yes No Restart No Patch No I Max Delta Zlft) T~me Step Opt~m~zer Start Tlme(hrs) MlIl Calc Tlme(sec) Boundary Stages 1 00 10 000 o 000 o 5000 Delta Z Factor 0 00500 End Tlmelhrs) 30 00 Max Calc Tlmelsec) 60 0000 Boundary Flows I Tlme(hrs) Prlnt Inc(m~n) I 50 000 15 000 Group Run I BASE Yes I I I I I I I I I I I I Interconnected Channel and Pond Routmg Model (ICPR) ~'2002 Streamlme Technologies, Ine Page 1 of 1 I LIBERTY BANK EXISTING CONDITIONS CN~96 59 NODE DIAGRAM I Nodes A Stage/Area v Stage/Volume T T~me/Stage ~1 Manhole I Bas~ns I o OVerland Flow U SCS Un~t Hydro S Santa Barbara L~nks I P Plpe W We~r C Channel o Drop Structure I B Bndge R Rat~ng Curve H Breach I I I I I I I I I I I I 11' I LU I EXIST___~ BNDY I Interconnected Channel and Pond Roulmg Model (ICPR) 192002 Streamline TechnologIes lne I LIBERTY BANK EXISTING CONDITIONS CN=96 59 BASIN MAX CONDITIONS REPORT I I S~mulat~on Bas~n Group T~me ~lax Flow MOl:>" Volume Volume hrs cis ~n ft3 025 EXIST BASE 12 04 5 160 8 587 29923 585 FDOT-I00yr-l EXIST BASE 0 64 6 537 4 101 14291 350 FDO'I'-100yr-2 EXIST BASE 0 84 5 961 5 594 19495 061 FDOT-100yr-24 EXIST BASE 12 00 1 254 12 5B1 43844 007 FDOT-100yr-4 EXIST BASE :2 02 3 487 6 890 24011 957 FDOT-100yr-$ EXIST BASE 4 00 3 683 8 687 30271 449 FDOT-IOyr-1 EXIST BASE 0 64 4 376 2 712 9451 827 FDOT-10yr-2 EXIST BASE 0 84 4 102 3 803 13252 279 FOOT-I0yr-24 EAIST BASE 12 00 0 846 8 387 29227 890 FDOT-10yr-4 EXIST BASE 2 02 2 364 4 59B 16024 531 FDOT-10yr-8 EXIST BASE 4 00 2 498 5 794 20189 633 FDOT-25yr-l EXIST BASE 0 64 5 149 3 207 11177 117 FDOT-25yr-2 EXIST BASE 0 84 4 619 4 300 14984 373 FDOT-25yr-24 EXIST BASE 12 00 1 011 10 085 35H.2 SIB FOOT-25yr-4 EXIST BASE :2 02 2 756 5 395 18800 627 FDOr-2Syr-8 EXIST BASE 4 00 2 948 6 890 24011 906 FDOT- 3YR-1 EXIST BASE 0 64 3 447 2 120 7389 321 FDOT-3YR-2 EXIST BASE 0 84 3 063 2 811 9796 464 FDOT-3YR-24 EXIST BASE 12 00 0 622 6 093 21231 759 FDOT-3YR-4 EXIST BASE 2 04 1 774 3 406 IH6S 331 FDO'I'-3YR-B EXIST BASE 4 00 1 924 4 399 15331 005 I I I I I I I I I I I I I I I I Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamline Technologies Ine Page I of I I LIBERTY BANK EXISTING CONDITIONS CN=% 59 BASIN SUMMARY REPORT I I Bas~n Name Group Name S1mulat~on Node Name Bas~n Type I Un~t Hydrograph Peak~ng Fator Spee Tlme Ine (mln) Camp Tlme Ine (mln) Ra~nfall Flle Ralnfall Amount (~n) Storm Duratlon (hrs) Status T~me of Cone (m~n) Tlme Shlft (hrs) Area (ae) Vol of Unlt Hyd (~n) Curve Number DCIA 1'<) I I I Tlme Max (hrs) Flow Max (efs) Runoff Volume (In) Runoff Volume (ft3) I I Basln Name Group Name SlInulatlon Node Name Basln Type I Unlt Hydrograph Peaklng Fator Spec Tlme Ine (mln) Camp Tlme Ine (mln) Ralnfall Flle Ralnfall Amount (In) Storm Duratlon (hrs) Status Tlme of Cone (mln) T~me Shlft (hrs) Area (ac] Vol of UUlt Hyd (lU) CUrve Number DeIA (%) I I I Tlme Max (hra) Flow Max (efs) Runoff Volume (~u) Runoff Volume (ft3) I I BasJ.n Name Group Name Slmulatlon Node Name BasJ.u Type I Vnlt Hydrograph Peak~ug Fator Spec TJ.me Iue (mJ.u) Comp Tlme Ine (mln) Ral-nfall Flle Ralnfall AmOunt (In) Storm Duratlon (hrs) Status TJ.me of Cone Imlu) 'hme Shlft (hrs) I I EXIST BASE 025 BNDY SCS UUlt Hydrograph Uh256 256 0 1 33 1 33 Flmod 9 000 24 00 Onslte 10 00 o 00 o 960 1 000 96 590 o 000 12 04 5 160 8 587 29923 585 EXIST BASE FDOT-100yr-l BlIDY SCS UUlt Hydrograph Uh256 256 0 1 33 1 33 Fdot-l 4 500 1 00 Ons~te 10 00 o 00 o 960 1 000 96 590 o 000 o 64 6 537 4 101 14291 350 EXIST BASE FDOT-I00yr-2 BNDY SCS Unlt Hydrograph Ub2S6 256 0 1 33 1 33 Fdot-2 6 000 2 00 Onslte 10 00 o 00 I Page I of9 Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamlme Technologies, lne I LIBBRTY BANK EXISTING CONDITIONS CN,,96 59 BASIN SUMMARY REPORT I I Area (ae) Vol of Vnlt Hyd (In) Curve Number DCIA (%) I Tlme Max (hrs) Flow Max (efs) Runoff Volume (In) Runoff Volume (ft3) I I Basln Name Group Name Slmulatlon Node Name Basln Type I Unlt Hydrog:t:"aph Peaklng Fator Spec Tlme Ine (mln) Camp Tlme Ine (mln) Ralnfall Flle Ralnfall Amount (In) Storm Duratlon (hrs) Status Tlme of Cone (mln) Tlme Shlft (hrs) Area (ac) Vol of Unlt Hyd (In) Curve Number DCIA (%) I I I Tlme Max (hrs) Flow Max (cfs) Runo~f Volume (In) Runoff Volume (ft3) I I Basln Name Group Name Slmulatlon Node Name Basln Type I Unlt H.ydrograph Peaklng Fator Spec Tlme Inc (mln) Camp Tlffie Ine (mln) Ralnfall Flle Ralnfall Amount (In) Storm Duratlon (hrs) Status Tlffie of Cone (ml.n) Tlffie Shlft (h:t:"s) Area (ae) Vol of Unlt Hyd (In) Curve Number DeIA (%) I I I Tlme Max (h:t:"s) Flow Max (cfs) Runoff Volume (In) Runoff Volume (Et3) I I Basln Name Group Name Slmulatl.on o 960 1 000 96 590 o 000 o 84 5 961 5 594 19495 061 EXIST BASE FDOT-100yr-24 BNDY SCS Vnlt Hydragraph Uh256 256 0 1 33 1 33 Fdot-24 13 000 24 00 Onslte 10 00 o 00 o 960 1 000 96 590 o 000 12 00 1 254 12 581 43844 007 EXIST BASE FDOT-I00y:t:"-4 BNDY ses Unl.t Hydragraph Uh256 256 0 1 33 1 33 Fdot-4 7 300 4 00 Onslte 10 00 o 00 o 960 1 000 96 590 o 000 2 02 3 487 6 890 24011 957 EXIST BASE FDOT-100yr-8 I Page 2 of9 Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamlme Technologies, Inc I LIBERTY BANK EXISTING CONDITIONS CN~96 59 BASIN SUMMARY REPORT I I Node Name Basln Type BNVY ses Unlt Hydrograph I UnH Hydrograph Peaklng Fator Spec Tlme Ine (mln) Camp Tlme Ine (mln) Ralnfall Flle Ralnfall Amount (In) Storm Duratlon (hrs) Status Tlme of Cone (mln) Tlme Shlft (hJ:;s) AJ:;ea (Ole) Vol of Dnlt Hyd (In) Curve Number DeIA (%) I I I Tlme Max (hJ:;s) Plow Max (cf s) Runoff Volume (In) Runoff Volume (ft3) I BaSln Name Group Name Slmulatlon Node Name BaSln Type I I Unlt HydJ:;ograph Peaklng Fatal' Spec TJ.me Inc (mln) Camp Tlme Ine (mln) Ralnfall Flle Ralnfall Amount (J.n) Storm Duratlon (hrs) Status Tlme af Cone (mln) Tlme Shlft (hrs) Area (ae) Yol of Unlt Hyd (In) Curve Number DCIA (%) I I I Tlme Max (hrs) Flow Max (efs) Runoff Volume (In) Runoff Yolume (ft3) I Basln Name Group Name Slmulatlon Node Name Basln Type I I Unlt Hydrograph Peaklng Pator Spec Tlme Ine (mln) Camp Tlme Inc (mln) Ralnfall Flle Ralnfall Amount (In) Storm Duratlon (hrs) Status Tlme of Cone (mln) Tlme Shlft (hrs) Area (ac) Vol of Unlt Hyd (In) Curve Number I I Uh256 256 0 1 33 1 33 Fdot ~ 8 9 100 B 00 Onslte 10 00 o 00 o %0 1 000 96 590 o 000 4 00 3 683 8 687 30271 449 EXIST BASE FDOT-10yr-l BNDY SCS Unlt Hydrograph Uh256 256 0 1 33 1 33 Fdot-l 3 100 1 00 Onslte 10 00 o 00 o 960 1 000 96 590 o 000 o 64 4 376 2 712 94 Sl 827 EXIST BASE FDOT-10yr-2 BNVY SCS Unlt Hydrograph Uh256 256 0 1 33 1 33 Fdot-2 4 200 2 00 Onslte 10 00 o 00 o 960 1 000 96 S90 I Page 3 of9 lnterconnected Channel and Pond Routmg Model (ICPR) @2002 Streamlme Technologtes, Inc I LIBERTY BANK EXISTING CONDITIONS CN=96 59 BASIN SUMMARY REPORT I I DeIA ('") o 000 I Tl-me Max (hrs) Flow Max (cfs) Runoff Volume (:Ln) Runoff Volume (ft3) o 84 4 102 3 803 13252 279 ______~~___~____~~______~_~____________________~c____~_~_~________________~_____ I Basl-n Name Group Name Sl-mulat:Lon Node Name Basl-n Type I Unl-t Hydrograph Peak:Lng Fator Spec T:Lme Ine (m:Ln) Comp T;Lme lnc (m:Ln) Ralnfall Flle Ralnfall Amount (In) Storm Durat:Lon (hrs) Status Tlme of Cone (m;Ln) Tlme Shlft (hrs) Area (ac) Vol of Unl-t Hyd (:Ln) Curve Number DClA ('") I I I Tl-me Max (hrs) Flow Max (cfs) Runoff Volume (In) Runoff Volume (ft]) I I BaS;Ln Name Group Name Slmulatlon Node Name Basln Type I Unl-t Hydrograph Peaklng Fator Spec T;Lme lnc (ml-n) Camp Tlme Ine (m1n) Ral-nfall Flle Ralnfall Amount (l-n~ Storm Duratlon (hrs) Status Tlme of Cone (mln) Tlme Sh:Lft (hrs) Area (ae) Vol of Unlt Hyd (1n) Curve Number DCIA (%) I I I I T1me Max (hrs) Flow Max (efs) Runoff Volume (ln~ Runoff Volume (ft3) I Bas:Ln Name Group Name Sl-mulatlon Node Name Basl-n Type I EXIST BASE FDOT-IOyr-24 BNDY SCS Un1t Hydrograph Uh256 256 0 1 33 1 33 F'dot-24 8 800 24 00 OnS:Lte 10 00 o 00 o %0 1 000 96 590 o 000 12 00 o 846 8 387 29227 890 EXIST BASE FDOT-I0yr-4 BNDY SCS Unl-t Hydrograph Uh256 256 0 1 33 1 33 Fdot-4 5 000 4 00 Onslte 10 00 o 00 o 960 1 000 96 590 o 000 2 02 2 364 4 598 16024 53"1 EXIST BASE FDOT-I0yr-8 BNDY SCS Unlt Hydrograph I Page 4 of9 Interconnected Channel and Pond Routmg Model (ICPR) @20Q2 Streamlme TeehnologJes Ine I LIBERTY BANK EXISTING CONDITIONS CN=96 59 BASIN SUMMARY REPORT I I Um. t Hydrograph peakl.Dg Fator Spec Tl.me IDe (ml.D) Camp Tl.me IDe (m2n) Ra2Dfall F2le Ral.nfall Amount (l.n) Storm Duratl.on (hrs) Status Tl.me of Cone (ml.n) T2me Shl.ft (hrs) Area (ae) Vol of Unl.t Hyd (2D) Curve Number DCIA (%:1 I I I Tl.me Max (hrs) Flow Max (cfs) Runoff Volume (l.n) Runoff Volume (ft3) I I Basl.n Name Group Name Sl.mulatl.on Node Name Bas2D Type I Un2t Hydrograph Peakl.ng Fator Spec Tl.me Ine (ml.n) Comp Tlme IDe (ml.nJ Ral.Dfall Fl.le Ral.nfall Amount (l.nl Storm Durat20D (hrs) Status Tlffie of (one (ml.n) Tl.me Shlft (hra) Area (ae) Vol of UDl.t Hyd (2nl Curve Number DCIA (%) I I I Tl.me Max (hrs) Flow Max (cfs) Runoff Volume (l.nl Runoff Volume (ft3) I I Basl.n Name Group Name Sl.ffiulatl.on Node Name Basl.n Type I Unl.t Hydrograph Peakl.ng Fator Spec Tl.me Ine (ffil.n) Camp Tl.me Inc (ml.n) Ral.nfall Fl.le Ral.nfall Amount (l.D) Storm Duratl.on (hrsl Status Tlme of Cone (ffil.nl Tl.me Shl.ft (hrs) Area (ae) Vol of Unl.t Hyd (l.D) Curve Number DCIA (%1 I I I Tl.me Max (hra) Page 5 of9 Uh256 256 0 1 33 1 33 Fdot-B 6 200 B 00 Onsl.te 10 00 o 00 o 960 1 000 96 590 o 000 4 00 2 498 5 794 20189 633 EXIST BASE FDOT-25yr-1 BNDY SCS Unl.t Hydrograph Uh256 256 0 1 33 1 33 Fdot-l 3 600 1 00 Onsl.te 10 00 o 00 o 960 1 000 96 590 o 000 o 64 5 149 3 207 1117'1 117 EXIST BASE FDOT-25yr-2 BNDY SCS Unl.t Hydrograph Uh256 256 0 1 33 1 33 Fdot-2 4 700 2 00 OnSlte 10 00 o 00 o 960 1 000 96 590 o 000 o 84 I Interconnected Channel and Pond RoutlIlg Model (JCPR) @2002 Strellmlme Technologies, Ine I LIBERTY BANK EXISTING CONDITIONS CN=96 59 BASIN SUMMARY REPORT I I Flow Max (cfsl Runoff Volume (In) Runoff Volume 1ft3) I BaS1n Name Group Name Slmulatlon Node Name Baslu Type I I UUlt Hydrograph Peaklng Fator- spec Tlme Inc (ml.n) Camp Tlme Ine (mln) Ralnfall Flle Ralnfall Amount (In) Sto~ Duratlon (hrs) Status Tlme of Cone (mln) T1me Shlft (hrs) Area (ae) Vol of Dnlt Hyd (In) Curve Number DCIA (%) I I I Tlme Max (hrs) Flow Max (efs) Runoff Volume (lU) Runoff Volume (ft3) I BaSln Name Group Name Sl.mulatlon Node Name Basl.n Type I I Dnlt Hydrograph Peaklng Fator Spec Tlrne Ine (mln) Camp Tlme Ine (mln) Ral.nfall Flle RalnEall Amount (In) Storm Duratlon 1hrs) Status T1m€ of Cone (ml.n) T1me Shlft (hrs) Area (ac) Vol of Dnlt Hyd (lnl Curve Number DCIA ('iI) I I I Tlme Max (hrs) Flow Max (efs) Runoff Volume (In) Runoff Volume (ft3) I I BaSln Name Group Name Slmulatlon Node Name BaSln Type I DUlt Hydrograph Peaklng Fator Spec Tl.me Iue (mln) 4 619 4 300 14984 373 EXIST BASE FDOT-25yr-24 BNDY SCS UUlt Hydrograph Uh256 256 0 1 33 I 33 Fdot-24 10 500 24 00 Onsl.te 10 00 o 00 o 960 1 000 96 590 o 000 12 00 1 011 10 085 3514 2 518 EXIST BASE FDOT-25yr-4 BNDY SCS Unlt Hydrograph Uh256 256 0 1 33 1 33 Fdot-4 5 800 4 00 Onslte 10 00 o 00 o 960 1 000 96 590 o 000 2 02 2 756 5 395 18800 627 EXIST BASE FDOT-25yr-8 BNDY SCS Dn1t Hydrograph Uh256 256 0 I 33 I Interconnected Channel and Pond Routmg Model (I CPR) CQ2002 Streamlme Technologies Ine Page 60f9 I LIBERTY BANK EXISTING CONDITIONS CN..96 59 BASIN SUMMARy REPORT I I Camp Tlme Ine (mln) Ralnfall Flle Ralnfall Amount (In) Storw Durat~on (hrs) Status Tlme of Cone (mln) Tlme Sh~ft (hrs) Area (Ole) Vol of Unlt Hyd (In) Curve Number DCIA (%) I I Tlme Max (hrsl Flow Max (cfs) Runoff Volume (In) Runoff Volume (ft3) I I Basln Name Group Name Slmulatlon Node Name Basln Type I Unlt Hydrograph Peaklng Fator Spec T1me Ine (mIn) Camp T1me Ine (mIn) Ralnfall Flle Ralnfall Amount (In) Storm Duratlon (hrs) Status T1me of Cone (m1n) T1me Sh1ft (hrs) Area (Ole) vol of Unlt Hyd (In) Curve Number DCIA (%) I I I T1me Max (hrs) Flow Max (cEs) Runoff Volume (In) Runoff Volume (ft3) I I BaSln Name Group Name Slmulatlon Node Name Basln Type I Unlt Hydrograph Peaklng Fator Spec T1me Inc (mIn) Camp T1me Inc (mln) Ralnfall Flle Ralnfall Amount (In) Storm Duratlon (hrs) Status Tlme of Cone (m1n) Tlme Shlft (hrs) Area (Ole) Vol of Unlt Hyd {10) Curve Number DCIA (%) I I I I T1me Max (hrs) Flow Max (efs) Runoff Volume {1n) Runoff Volume (ft3) 1 33 Fdot-B 7 300 B 00 Ons1te 10 00 o 00 o 960 1. 000 96 590 o 000 4 00 2 94B 6 890 24011 906 EXIST BASE FDOT-3YR-1 BNDY SCS Unlt Hydrograph Uh2S6 256 0 1 33 1 33 Fdot-1 2 500 1. 00 Onslte 10 00 o 00 o 960 1 000 96 590 o 000 o 64 3 447 2 120 7389 321 EXIST BASE FDOT-3'fR-2 BNDY SCS Un1t Hydrograph Uh256 256 0 1 33 1 33 Fdot-2 3 200 2 00 0nS1te 10 00 o 00 o 960 1. 000 96 590 o 000 o 84 3 063 2 811 9796 464 I Interconnected Challlle1 and Pond Routmg Model (ICPR) @2002 Streamlme Technologles Inc Page 7 of9 I LIBERTY BANK EXISTING CONDITIONS CN~96 59 BASIN SUMMARY REPORT I I I BaS10 Name Group Name Slmulatlon Node Name Basln Type I DnJ.t Hydrograph Peaklng Fatal' Spec Tlme Ioe (mln) Comp Tlme Ine (mlnj Ralnfall Flle Ralnfall Amount (In) Storm Duratlon (hrs) Status Tlme of Cone (mln) Tlme Shlft (hrs) Area (ac) vol of Unlt Hyd (In) Curve Number DCIA ('if) I I I Tlme MOl:>; (hrs) Flow MOl:>; (cfs) Runoff Volume (In) Runoff Volume (ft3) I I BaS1n Name Group Name Slmulatlon Node Name Basln Type I Um.t Hydrograph Peakwg Fatal' Spec Tlme Inc (mln) Camp Tlme Inc (m1n) Ralnfall F1le Ralnfall Amount (In) Storm Duratlon {hrel Status Tlme of Cone (mln) Tlme Shlft (hrs) Area (Ole) Vol of Unlt Hyd (In) Curve Number DCIA (%) I I I Tlme Max {hrs) Flow Max (cfs) Runoff volume (In) Runoff volume (ft3) I I BaSln Name Group Name Slmulatlon Node Name Basln Type I Unlt Hydrograph Peaklng Fator Spec Tlme Ine (mln) Camp Tlme Ine (mln) Ral,nfall Fl,le Ralnfall Amount (In) I EXIST BASE FDOT-3YR-24 BNDY SCS Unlt Hydrograph Uh256: 256 0 1 33 1 33 Fdot-24 6 500 24 00 Onslte 10 00 o 00 o 960 1 000 96 590 o 000 12 00 o 622 6: 093 21231 759 EXIST BASE FDOT-3YR-4 BNDY SCS UUlt Hydrograph Uh256 256 0 1 33 1 33 Fdot-4 3 800 4 00 Onsl,te 10 00 o 00 o 960 1 000 96 590 o 000 2 04 1 774 3 406 11868 331 EXIST BASE FDOT-3YR-8 BNVY ses Unlt Hydrograph Uh256 256 0 1 33 1 33 Fdot-8 4 SOD I Page 8 of9 Interconnected Channel and Pond Routmg Model (ICPR) ~2002 Streamlme Technologies, hlC I LIBERTY BANK EXISTING CONDITIONS CN=96 S9 BASIN SUMMARY REPORT I I Storm Durat~on (hrs) Status T~me of Cone (m~n) T~me Sh~ft (hrs) Area (ac) Vol of Dnlt Hyd (In) Curve Number DCIA ('!;) I I T1me Max (hrs) FIo,," Max (cfs) Runoff Volume (In) Runoff Volume (ft3) I I I I I I I I I I I I I 8 00 Onslte 10 00 o 00 o 960 1 000 % 590 o 000 4 00 1 924 4 399 lS331 005 I Interconnected Channel and Pond Routmg Model (ICPR) (Q2002 Streamlme Technologies, Inc Page 9 0[9 S <t ..., o o ::l ::l <'D ('"J it 0- Q SO S ~ "" :::l 0- "1:i o :::l 0- ;:tI o ~ S OQ ~ o 0- ~ ~ n "':;I ;:tI '-' :I: :>:l (Il 0 n ::E '<lIS' Cl:>:lmon::E'<l;:l 11~I1I1;:J"fD"'" fD ct f-' 0 ~ .. 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III :;:: ,..,,\Q III rt fl) >: Z \ll 3 fl) t"'~t'" ...0.... zrnm ;.:...,M ;0 ~g~ HOtIl ~':l~ 3:H7< o <""Zo om", Z <> o N H '" ~ ~ H W o ~ z ~ 0 <> I I I Gl " o C '0 ?O M '0 o ;0 ~ I m I-' 2 ~ IIJ ('T I-' o ::> I I I I I I I c: '" I 03: mllJ x ~ I-' 3 fl) I o ~ I I I I I I I LIBERTY BANK 02024132 00 POST CONDITIONS BASIN INPUT REPORT I Name POST Group BASE OnS:I.te I Un:I.t Hydrograph Ra1nfall File Ra:I.nfall Amount(:I.n) Area(acl Curve Number DCIA(%) I I I I I I I I I I I I I ,I I Node Type POND SCS Unit Hydrograph Status 256 0 24 00 10 00 o 00 999999 000 I Uh256 Flmod 9 000 o 960 95 33 o 00 Peaking Factor Storm Duration(hrs) T:I.me of Cone (m1n) T1me Sh1ft (hrs) Max Allowable Q(efs) Page 1 of 1 Interconnected Channel and Pond Routmg Model (ICPR) ~2002 Streamlme TechnologIes, Inc I LIBERTY BANK 02024132 00 POST CONDITIONS PIPE INPUT REPORT I Name F-O!JT From Node MHl Gr-oup BASE To Node BNDY UPSTREAM DOWNSTREAM Geometry Cl.rcular C~rcular Span {l.n) 18 00 18 00 R~se (l.n) 18 00 18 00 Invert (ft) 66 200 66 000 Mannl.ng's N o 013000 o 013000 TOp Cllp (In) o 000 o 000 Bot Cll.p (In) o 000 o 000 I I I Upstream FHWA Inlet Edge DesCrl.ptl.on Cl.rcular Concrete Square edge wi headwall I Downstream FHWA Inlet Edge Descrl.pt~on Cl.rcular Concrete Square edge wi headwall I I I I I I' I I I I I, I Length (ft) count Fr~ct~on Equatl.on Solutl.on Algorl.thm Flow Entrance Loss Coef EYl.t LOSS Coef Bend Loss Coef Outlet Ctrl Spec Inlet etrl Spec Stanl.ll.zer Optl.on 20 00 1 Average Conveyance Automatl.C Both 1 00 1 00 o 70 Use dc or tw Use de None I Page 1 of I Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamhne Technologies, Inc I LIBERTY BANK 02024132 00 POST CONDITIONS DROP STRUCTURE INPUT REPORT I I Name DS-l From Node POND Lengt:h (ft:) 240 00 Group BASE To Node MHl Count 1 UPSTREAM DOWNSTREAM Fr~ct~on Equat~on Average Conveyance Geometry C~rcular C~rcular SolutJ.on Algon.thm Automat~c Span (In) 18 00 18 00 Flo,^, Both RJ.se(ln) 18 00 18 00 Entrance Loss Coef 1 000 Invert (ft) 66 600 66 200 E:ut Loss Coef 1 000 MannJ.ng's N 0 013000 0 013000 Outlet Ctrl Spec Use dc or t'^' Top Cl1p{J.n) 0 000 0 000 Inle1: Ctrl Spec Use dc Bot Cl1p(J.n) 0 000 0 000 I' I Upstream FHWA Inlet Edge OescrJ.ptJ.on Clrcu1ar Concrete Square edge wi headwall I Downstream FHWA Inlet Edge DescrJ.ptJ.on Clrcular Concrete Square edge wi headwall ". WeJ.r 1 of 2 for Drop Structure OS-l *** TABLE I Span 1 J.n) Rlse(J.n) 42 00 9999 00 Bottom Cllp(ln) 0 000 Top Chp (J.n) 0 000 Welr DJ.5C Coef 3 200 Orlflce DJ.sc Coef 0 600 Invert (ft) 73 000 Control Elev(ft) 73 000 Bottom Chp(J.n) 0 000 Top Chp(J.n) 0 000 Welr DJ.sc Coef 3 200 Orlflce DJ.sc Coef 0 600 Invert (ft) 72 000 Control Elev(ftl 72 000 TABLE I, Count Type Flow Geometry 1 HorJ.zontal Both Rectangular I Span (In) RJ.se(ln) 70 00 52 00 ... Welr 2 of 2 for Drop Structure DS-l *** I Count Type Flow Geometry 1 Vertlcal MavJ.s Both Rectangular- I I I I' I I I I I' Interconnected Channel and Pond Routmg Model (ICPR) i&i2002 Streamhne Technologies, Inc Page 1 of 1 I LIBERTY BANK 02024132 00 POST CONDITIONS BASIN MAX CONDITIONS REPORT I S~mulat~on Bas~n Group T~me Max Flo"' Max Volume Volume hrs CtS ~n ft3 025 POST BASE 12 04 5 134 B 435 29393 786 FDOT-IOOYR-1 POST BASE 0 64 6 379 3 960 13799 420 FDOT-IOOYR-2 POST BASE 0 84 5 870 5 44S 18984 703 FDOT-100YR-24. POST BASE 12 00 1 251 12 426 43301 707 FDOT-I00YR-4 POST BASE 2 02 3 458 6 741 23491 343 FDOT-I00YR-8 POST BASE 4 00 3 670 B 535 29741 211 f'DOT-I0YR-l POST BASE 0 64 4 211 2 580 8990 836 FDOT-I0YR-2 POST BASE 0 84 4 000 3 663 12765 438 FDOT-I0YR-24 POST BASE 12 00 0 842 8 235 28698 997 FDOT-I0YR-4 POST BASE 2 04 2 328 4. 455 15525 347 FOOT-I0YR-8 POST BASE 4. 00 .2 481 5 647 19677 440 FDOT-25YR-l POST BASE 0 64 4 986 3 071 10702 671 FDOT-25YR-2 POST BASE 0 84 4 521 4 158 14489 376 FDOT- 2 5YR-2 4. POST BASE 12 00 1 008 9 931 34606 968 FDOT-25YR-4 POST BASE 2 04 2 722 5 249 18292 222 FOOT-25YR-S POST BASE 4 00 2 932 6 741 23491 293 FDOT-3YR-l POST BASE 0 64 3 281 1 994 6950 322 FDOT-3YR-2 POST BASE 0 84 2 956 2 678 9332 494 FDOT-3YR-24 POST BASE 12 00 0 618 5 945 20717 007 1"DOT- 3YR- 4 POST EASE 2 04 1 733 3 268 11389 372 "DOT-3YR-8 POST EASE 4 00 1 903 4 257 14834 560 I I' I I I I I I I, I I I I I I I I Interconnected Channel and Pond Routmg Model (ICPR) <<d2002 Streamhne TechnologIes, Inc Page 1 of 1 I LIBERTY BANK 02024132 00 POST CONDITIONS BASIN SUMMARY REPORT I Bas~n Name Group Name S~mulat~on Node Name BaS1n Type I I Un~t l-lydrogI'aph Peak~n9 Fatar Spec T~me Ine Im~n) Camp T~me Ine Im~n) Ra1ufall F~le Ra~nfall Amount (~n) Storm Durat~an (hrs) Status T1me of Conc (m~n) T~me Sh~ft (hrs) Area (ac) Vol of U~~t Hyd (~n) Curve Number DCIA (%) I I I T~me Max (hrs) Flow Max Icf s) Runoff Volume (~n) Runoff Volume (ft3) I I Bas~n Name Group Name S~mulat~on Node Name Bas~n Type I Un~t Hydrograph Peak~n9 FatoI' Spec T~me Ine (m~n) Comp T~me Ine (m~n) Ra~nfall F~le Ra~nfall Amount (~n) Storm Durat~on (hrs) Status T1me of Cone 1m~n) T~me Sh~ft 1hrs) Area (ac) Vol of Un~t Hyd (~n) CU:t:"ve Number DeIA (%) I I I T~me Max (hrs) Flow Max (cfs) Runoff Volume (~n) Runoff Volume (ft3) I I Bas~n Name Group Name S~mulat~on Node Name Bas1n Type I Un~t I-lydregraph Peak~ng Fatar Spec T~me Ine Im~n) Camp T~me Inc Im~n) Ra~nfall F~le Ra1nfall Amount (~n) Storm Durat~an (hrs) Status T~me of Cone (m~n) T~me Sh~ft (hrs) Area (ac) Vol of Un~t Hyd (~n) I I POST BASE 025 POND ses Un~t H/drograph Uh256 256 0 1 33 1 33 Flmed 9 000 24 00 Ons~te 10 00 o 00 o 960 1 000 95 330 o 000 12 04 5 134 B 435 29393 786 POST EASE FD01'-lOOYR-l POND ses Un~t Hydrograph Uh256 256 0 1 33 1 33 Fdot-l 4 500 1 00 Ons~te 10 00 o 00 o 960 1 000 95 330 o 000 o 64 6 379 3 960 13799 420 POST BASE FDOT-IOOYR-2 POND ses Unit Hydrograph Uh256 256 0 1 33 1 33 Fdot-2 6 000 2 00 Ons~te 10 00 o 00 o 960 1 000 I Page I of 8 Interconnected Channel and Pond Routmg Model (ICPR) ~2002 Streamlme Technologies, Inc I LIBERTY BANK 02024132 00 POST CONDITIONS BASIN SUMMARY REPORT I Curve Number 95 330 DCIA ('ir) 0 000 I T~me Max (hrs) Flm, Max (cfsl Runoff Volume (~nl Runoff Volume (tt3) I I BasJ.n Name Group Name S~mulat~on Node Name BasJ.n Type I Un~t Hydrograph Peak~ng Fator Spec T~me Ine (m1n) Comp T1me Ine (m1n) Ra1ntall F1le Ra~nfall Amount (In) Storm Duratlon (hrs) Status Tlme af Cone Imln) Tlme Shlft (hrs) Area (Ole) Vol ot Unlt Hyd (In) Cur-ve Number DCIA (%) I I I T~me Max (hrs) Flow Max (cfs) Runoff Volume (~n) Runoff Volume (ft3) I I Bas~n Name Group Name S~mulat~on Node Name Bas~n Type I Un1t Hydrograph Peak~ng Fator Spec T1me Ine (mln) Comp T1me Ine (m1n) Ra~nfall FJ.le Ralnfall Amount (In) Storm DuratJ.on (hrsl Status Tlme of Cone (m1n) Tlme Sh~ft (hrs) Area (Ole) Vol of Unlt Hyd (1n) Curve Number Dell'. (%) I I I Tlme Max (hrsl Flow Max lefs) Runo:f Volume (1n) Runof: Volume (ft3) I I BaS1n Name Group Name Slmulat~on Node Name Basln Type I Un~t Hydrograph Page 2 or8 o 84 5 870 5 448 18984 703 POST BASE FDOT-I00YR-24 POND SCS UnJ.t Hydrograph Uh256 256 0 1 33 1 33 Fdot-24 1.3 000 24 00 Ons~te 10 00 o 00 o 960 1 000 95 330 o 000 12 00 1 251 12 426 43301 707 POST BASE FDOT-I00YR-4 POND SCS Unlt Hydrograph Uh256 256 0 1 33 1 33 Fdot-4 7 300 4 00 Onslte 10 00 o 00 o 960 1 000 95 330 o 000 2 02 3 458 6 741 23491 343 POST BASE FDOT-I00YR-8 POND SCS VUlt Hydr-ograph Uh256 I Interconnected Channel and Pond Routmg Model (ICPR) <92002 Streamhne TechnologIes, lnc I LIBERTY BANK 02024132 00 POST CONDITIONS BASIN SUMMARY REPORT I Pealnng Fator 256 0 Spec TJ.me Inc Im1n) 1 33 Camp TJ.me Inc Im1n) 1 33 RaJ.nfall Flle Fdot-8 RaJ.nfall Amount ( m) 9 100 8to= DuratJ.on Ihrs) 8 00 Status Ons~te TJ.me of Cone ImJ.n) 10 00 T1me ShJ.ft Ihrs) o 00 Area (ac) o 960 Vol of Um.t Hyd ( m) 1 000 Curve Number 95 330 DCIA I'lrJ o 000 TJ.me Max IhrsJ 4 00 Flow Max lefs) 3 670 Runoff Volume (In) 8 535 Runoff Volume (ft3) 29741 211 I I I I I BaS1n Name Group Name SJ.mulat10n Node Name Bas1n Type I UnJ.t Hydrograph Peak1ng Fator Spee TJ.me Ine Im1n) Camp TJ.me Inc (m1n) RaJ.nfall F1le RaJ.nfall Amount (In) Sto= Durat10n Ihrs) Status T1me of Cone Im1n) TJ.me Sh1ft (hrs) Area (ae) Vol of UnJ.t Hyd (In) Curve Number DCIA 1%) I I I I TJ.me Max (hrs) Flow Max (eE s) Runoff Volume (1n) Runoff Volume Ift3) I BaS1n Name Group Name SJ.mulatJ.on Node Name Bas1n Type I Un1t Hydrograph Peak1ng Fator Spec T1me Inc (mJ.n) Camp TJ.me Inc (m1n) Ra1nfall F1le RaJ.nfall Amount (1n) Storm Durat10n (hrs) Status TJ.me of Cane (mJ.n) TJ.me Sh1ft (hrs) Area (ac) Vol of Un1t Hyd IJ.n) Curve Number DeIA (%) I I I I T1me Max (hrs) Flaw Max (cEs) Runoff Volume (In) Runoff Volume (ft3) POST BASE FDOT-10YR-l POND SCS UnJ.t Hydrograph Uh256 256 0 1 33 1 33 Fdot-l 3 100 1 00 Ons1te :10 00 o 00 o 960 1 000 95 330 o 000 o 64 4 211 2 580 8990 836 POST BASE FDOT-I0YR-2 POND SCS Un1t Hydrograph Uh256 256 0 1 33 1 33 Fdot-2 4 200 2 00 Onslte :10 00 o 00 o 960 1 000 95 330 o 000 o 84 4 000 3 663 12765 438 I Page 3 of8 lnlerconnected Channel and Pond Routmg Model (ICPR) (92002 StreamlIne TechnologIes, Inc I LIBERTY BANK 02024~32 00 POST CONDITIONS BASIN SUMMARY REPORT I I Bas~n Name Group Name Slmulatl.on Node Name Bas~n Type I I Unl.t Hydrograph Peakl.ng Fator Spec Tl.me Inc (ml.n) Camp Tl.ffie rnc (ffil.n) R,unfall Fl.le Ra~nfall Amount (l.n) Storm Duratl.on (hrs) Status Tlffie of Cone (mln) Tl.me ShJ.ft (hrs) Area (ac) Vol of Unl.t Hyd (In) Curve Number DCIA ('Is) I I I Tl.me Max (hrs) Flow Max (cfs) Runoff Volume (lnJ Runoff Volume (Et3) I Ba61n Name Group Name Sl.mulatlon Node Name Bas:m Type I I Un~t Hydrograph Peaklng Fator Spec Tl.me Inc (ml.n) Comp Tl.me Inc (ml.n) Ra:l.nfall F~le Ral.nfall Amount (:l.n) storm Duratlon (hrs) Status Tl.me of Cone (mln) Tl.me Shl.ft (hrs) Area (ac) Vol of DOlt Hyd (In) eUI:Ve Number DeIA ('II) I I I Tlffie Max (hrs) Flow Max (cfs) Runoff Volume (:l.nl Runoff Volume (ft3) I I Basl.n Name Group Name S~mulatlon Node Name Basl.n Type I Unl.t Hydrograph Peakl.ng Fator Spec TJ.me lnc (m~n) Camp TJ.me Ine (mln) RaJ.nfall Flle Ralnfall Amount (l.n) Storm DuratJ.on (hrs) Status I POST BASE FDOT-I0YR-24 POND ses UnJ.t Hydrograph Uh256 256 0 1 33 1 33 Fdot-24 8 800 24 00 OnsJ.Ce 10 GO o 00 o 960 1 000 95 330 o 000 12 00 o 842 8 235 28698 997 POST BASE FDOT-I0VR-4 POND SCS DnJ.t Hydrograph Uh256 256 0 1 33 1 33 Fdot-4 5 000 4 00 On6J.te 10 00 o 00 o 960 1 000 9S 330 o 000 2 04 2 328 4 455 15525 347 POST BASE l:DOT-1.0YR-8 POND SCS Unl.t Hydrograph Uh256 256 0 1 33 1 33 Fdot-8 6 200 8 00 OnsJ.te II Page 4 of 8 Interconnected Channel and Pond Routmg Model (ICPR) @2002 Stream/me TechnologIes, Inc I LIBERTY BANK 02024132 00 POST CONDITIONS BASIN SUMMARY REPORT I T~me of Cone Im~n) T~me Sh~ft Ihrs) Area (ac) Vol of Un~t Hyd (~n) Curve Number DCIA (%) I I T~me Max (hrs) Flow Ma..< lcfs) Runoff Volume (~n) Runoff Volume (ft3) I I Bas~n Name Group Name S:l.ffiulat:l.on Node Name Basln Type I Unlt Hydrograph l?eaklng Fator Spec Tlme Ine (m:l.n) Comp Tlme Ine (m~n) R,l.ln:all F:l.le Ra:l.nfall Amount (:l.n) Storm Durat~on (nrs) Status Tlme of Conc (m:l.n) Tlme Shlft (hrs) Area (ac) Vol of Vnlt Hyd (In) Curve Number DeIA (%) I I I T~me Max (hrs) Flow Max (cfs) Runoff Volume (In) Runoff Volume Ift3) I I Bas:l.n Name Group Name S:l.mUlatlon Node Name Bas:l.n Type I Unlt I-lydrograph Peaklng Fator Spec Tlme Ine (m:l.n) Camp T:l.me Ine lrn~n) Ra:l.nfall Flle Ra~nfall Amount (In) Storm Ourat~on (hrs) Status T:l.me of Cone lm~n) T~me Shlft (hrs) Area (ac) Vol of Unlt Hyd (:lon) Curve Number DCIA (%) I I I Tl-me Max (hrs) Flow Max (cfs) Runoff Volume (:lon) Runoff Volume (ft3) I I Bas~n Name Group Name Slmulat10n 10 00 o 00 o 960 1 000 9S 330 o 000 4 00 2 481 5 647 19677 440 POST 8ASE FOOT-25YR-1 POND ses Un:l.t Hjdrograph Uh256 256 0 1 33 1 33 Fdot-l 3 600 1 00 OnS:l.te 10 00 o 00 o 960 1 000 95 330 o 000 o 64 4 9a6 3 071 10702 671 POST BASE FDOT-25YR-2 POND ses Un:l.t Hydrograph Uh256 256 0 1 33 1 33 Fdot-2 4 700 2 00 Onslte 10 00 o 00 o 960 1 000 95 330 o 000 o 84 <1 521 4 158 14489 376 POST BASE FDOT-2SYR-24 I Page 5 ofS Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamlme Teehnologtes Ine I LIBERTY BANK 02024132 00 POST CONDITIONS BASIN SUMMARY REPORT I Node Name Bas~n Type POND SCS Un~t Hydrograph I Un~t Hydrograph Pea.k~ng Fator Spec T~me Ine (m~nl Comp T~me Ine (mln) Ra~nfall Flle Ra~nfall Amount {In) Storm Duratlon (hrs) Status T~me of Cone (m~n) T~me Sh~ft (hrs) Area lac) Vol of UUlt Hyd {~n) CUrve Number DCIA {%) I I I T~me Max (hrs) Flow Max (efs) Runoff Volume (lnl Runoff Volume (ft3) I I BaSln Name Group Name Slmulat~on Node Name Balan Type I Um.t Hydrograph Peak~ng Fator Spec Tlm€ Ine (mln) Comp Tlme Ine {m~n> Ralnfall Flle Ralnfall Amount (In) Storm Duratlon (hrs) Status Tlme of Cone (rn~nl T~me Shlft (hrsl Area (Ole) Vol of Unlt Hyd (~nl Curve Number DCIA (%) I I I T~me Max (hi:sl Flow Max (ef s I Runoff volume (~n) Runoff Volume (ft)) I I Bas~n Name Group Wame Slmulat~on Node Name Bas~n Type I VUlt Hydrograph Peaklng Fator Spec T~me Ine (mln) Camp Tlme lne (mln) Ra1.nfall Flle Ralnfall Amount (In) Storm Durat1.on (hrs) Status Tlme of Cone (mln) Tlme Shlft (hrsl Area lac) Vol of Unlt Hyd {In) Curve Number DCIA (%) I I I Uh256 256 0 1 33 1 33 Fdot-24 10 SOO 24 00 Onslte 10 00 o 00 o 960 1 000 95 330 o 000 12 00 1 008 9 931 34606 968 POST BASE FDOT-25YR-4 POND SCS Vnlt Hydrograph Uh256 256 0 1 33 1 33 f'dot-4 5 800 4 00 OnsJ.te 10 00 o 00 o 960 1 000 95 330 o ODD 2 04 2 722 5 249 16292 222 POST BASE FDOT-25YR-8 POND SCS Unlt Hydrograph Uh256 256 0 1 33 1 33 Fdot-8 7 300 8 00 Onslte 10 00 o 00 o 960 1 000 95 330 o 000 I Page 6 of 8 Interconnected Channel and Pond Routmg Model (ICPR) (92002 Streamlme TechnologIes, loc I LIBERTY BANK 02024132 00 POST CONDITIONS BASIN SUMMARY REPORT I Tlme Max (hrs) Flow Max (efs) Runoff Volume (In) Runoff Volume (ft3) I I BaSln Name Group Name Slmulatlon Node Name Basln Type I Unlt Hydrograph peaklng Fator Spec Tlme Inc (mln) Camp Tlme Ine (mln) Ralnfall F1.le Ralnfall Amount 11n) Storm Duratlon (hrs) Status Tlme of Cone (mln) Tlme Shlft (hrs) Area (ac) Vol of Unlt Hyd 11.n) Cur-ve Number DCIA (%) I I I I Tlme Max (hrs) Flow Max I cfs) Runoff Volume (In) Runoff Volume (ft3) I BaSln Name Group Name Slmulatlon Node Name Basln Type I Unlt Hydrograph Peaklng Fator Spec Tlme Ine (mln) Camp Tlme Inc (mln) Ra1nfall F11e Ralnfall Amount (1n) Storm Duratlon (hrs) Status Tlme of Cone (mln) Tlme Shlft (hrs) Area (acl Vol of Vnlt Hyd (In) Cur-ve Number DCIA (%) I I I I Tlme Max (hrsl Flo,,"' Max (cfs) Runoff Volume (1.n) Runoff Volume (ft)) I Bas1.n Name GI"OUP Name 51mulatlon Node Name 6a,nn Type I I Vnlt HidrogI"aph PeaJung Fator Spec Tlme Inc (mln) Camp Tlme Inc (mlnl 4 00 2 932 6 741 23491 293 POST BASE FDOT-3YR-l POND SCS Qnlt Hydragraph tJh2S6 256 0 I 33 I 33 Fdot-l 2 500 1 00 Onslte 10 00 o 00 o 960 1 000 95 330 o 000 o 64 3 281 1 994 6950 322 POST BASE FDOT-3YR-2 POND SCS Unlt Hydrograph Uh256 256 0 1 33 1 33 Fdot - 2 3 200 2 00 Onslte 1'0 00 o 00 o %0 1 000 95 330 o 000 o 84 2 956 2 678 9332 494 POST BASE FDOT-3YR-24 POND SCS Unlt Hydrograph Uh256 256 0 1 33 I 33 I Page 7 of 8 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamlme Technologles, Inc I LIBERTY BANK 02024132 00 POST CONDITIONS BASIN SUMMARY REPORT I , Ra~nfall F~le Ra~nfall Amount (~n) Storm Durat~on (hrs) Status T~me of Cone (m~n) T~me Sh~ft (hrs) Area (ae) Vol of Un~t Byd (~n) CUrve Numbe!:" DCIA (%) I I I T~me Max (h!:"s) Flow ~lax (ef s) Runoff Volume (~n) Runoff Volume (ft3) I Bas~n Name Group Name S~mulat~on Node Name Bas~n Type I I Un~t Hydrograph PeaJ.ang Fatar Spee T~me Inc (m~n) Comp T~me Inc (m~n) Ra~nfall F~le Ra~nfall Amount (~n) Storm Durat~on (h!:"s) Status T~me of Cone (m~n) T~me Shlft (hra) Area (ac) Vol of Vnlt Byd (~n) Curve Number DCIA (%) I I I Tlme Max (h!:"s) Flow Max (cf s) Runoff Volume (~n) Runoff Volume (ft3) Fdot-24 6 500 24 00 Onslte 10 00 o 00 o 960 1 000 95 330 o 000 12 00 o 618 5 945 2071 7 007 POST BASE FDOT-3YR-4 POND SCS Vnlt Hydrograph Uh256 256 0 1 33 1 33 Fdot-4 3 800 4 00 Ons~te 10 00 o 00 o 960 1 000 95 330 o 000 2 04 1 733 3 268 11389 372 II --------------------------------------------------------------------------~----- I Bas;cn Name Group Name S~mulat1on Node Name Basl.n Type I Un~t Hydrograph Peak~ng Fator Spec T;cme Inc (mln) Comp Tlme Ine (m1n) Ra;cnfal1 F~le Ra1nfall Amount (~n) Storm Du!:"at;con (hrs) Status T~me of Cone 1mln) TJ.me ShLft (hrs) Area (ac) Vol of Un~t Byd (In) Curve Number DCIA (%) I I I T1me Max (hrs) Flow Max (cts) Runoff Volume 11n) Runoff Volume (ft3) I POST BASE FDOT-3YR-8 POND SCS Un~t Hydrograph Uh256 256 0 1 33 1 33 Faot-8 4 800 8 00 Onsl.te 10 00 o 00 o 960 1 000 95 330 o 000 4 00 1 903 4 257 14834 560 I Page 80f8 Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamline Technologies Inc I LIBERTY BANK 02024132 00 POST CONDITIONS HYDROLOGY SIMULATION INPUT REPORTS I I I I I I I I Name 025 F~1ename J \02024\02024132 00\DOC\Calcs\025 R32 Overr~de Defaults No 50 000 15 00 PJ:"J.nt Ine I mJ.n) TJ.me (hJ:"s) Name FDOT-IOOYR-l FJ.lename J \02024\02024132 00\DOC\Cales\FOOT-100YR-l R32 Over~J.de Defaults Storm DuratJ.on{hrs) RaJ.nfall FJ.le RaJ.nfall Amount {J.n) Yes 1 00 Fdot-l 4 50 so 000 15 00 PrJ.nt Inc(m~n) TJ.me (hra) Name FDOT-100YR-2 FJ.lename J \02024\02024132 00\DOC\Calca\FDOT-IOOYR-2 R32 OverrJ.de Defaults Storm DuratJ.on(hrsl Ralnfall Flle RaJ.nfall Amount (In) Yes 2 00 Fdot-2 6 00 Tlme{hrs) PrJ.nt Ine{mJ.nl I I I I I I I I 50 000 15 00 Name FDOT-I00YR-24 FJ.lename J \02024\02024132 00\DOC\Ca1cs\FDOT-I00YR-24 R32 OVerrJ.de Defaults Storm Durat~on(hrs) Ra~nfall FJ.le RaJ.nfall Amount{J.n) Yes 24 00 "dot-24 13 00 50 000 15 00 PrJ.nt Inc(mJ.n) TJ.me (hra) Name FDOT-100YR-4 FJ.lename J \02024\02024132 00\OOC\CalcS\FDOT-100YR-4 R32 OverrJ.de Defaults Storm DuratJ.on{hrs) RaJ.nfall FJ.le RaJ.nfall AmountlJ.n) TJ.me {hrs) Yes 4 00 Fdot-4 7 30 50 000 15 00 PrJ.nt Ine (mJ.n) Name FDOT-IOOYR-B FJ.lename J \02024\02024132 00\DOC\Calcs\FDOT-IOOYR-8 R32 OverrJ.de Defaults Storm Duratlon(hrs) RaJ.nfall FJ.le RaJ.nfall Amount(J.n) Yes S 00 Fdot-8 9 10 TJ.melhrs) Prlnt Inclmln) I so 000 15 00 Name FDOT-10YR-l I Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamlme TechnologIes, Inc Page 1 of 4 I LIBERTY BANK 02024132 00 POST CONDITIONS HYDROLOGY SIMULATION INPUT REPORTS I F~lename J \02024\02024132 oo\noc\calcs\FDar-lO\R-l R32 OVerr~de Defaults Storm Duratlon{hrs) RaInfall FIle Ralnfall Amount(ln) Yes 1 00 Fdot-l 3 10 I Tlme(hrs) Prlnt Inc(mln} I so 000 15 00 I FDOT-IOYR-2 J \02024\02024132 OO\nOC\Calcs\FDOT-10YR-2 R32 Name FIlename OverrIde Defaults Storm DuratIon (hrs) Raln~all Flle RaInfall Amaunt(lo) Yes 2 00 Fdot-3 4 3D I TIme (hrs) Prlnt Inc{mln) I 50 000 15 00 Name FIlename FDOT-I0YR-24 J \02024\02024132 00\nOC\Calcs\FDOT-10YR-24 R32 I Overrlde Defaults Sto~ Duratlon(hrs) RaInfall Flle RaInfall Amount (In) Yes 24 00 Fdot-24 8 80 I Tlme (hrsJ Prlnt Inc(mln) IS 00 50 000 I Name FDOT.I0YR-4 FIlename J \02024\02024132 00\DOC\Calcs\FDOT-10YR-4 R32 I OverrIde Defaults Storm Duratlon(hrs) Rounf all F lIe Ralnfall Amount (In) Yes 4 00 Fdot - 4 5 00 I TIme (hrs) PrInt Inc(mln) SO 000 15 00 I Name FDOT-I0YR-8 Fllename J \02024\02024132 00\DOC\Calcs\FDOT-lOYR-8 R32 OverrIde Defaults Storm DuratIon (hrs) Ralnfall FIle RaInfall Amount (In) Yes 8 00 Fdot-8 6 20 I TIme (hrs) PrInt Inc(mln) I SO 000 15 00 I Name Fllename FDOT-25YR-l J \02024\02024132 00\DOC\Calcs\FDOT-25YR-l R32 OverrIde Defaults Storm Duratlon(hrs) RaInfall F1le Ralnfall Amountlln) Yes 1 00 Fdot-l 3 GO I PrInt Inclmln) T1me Ihrs) I 50 000 15 00 I Page 2 of 4 Interconnected Channel and Pond Routmg Model (ICPR) \92002 Streamlme Technologies, Ine I LIBERTY BANK 02024132 00 POST CONDITIONS HYDROLOGY SIMULATION INPUT REPORTS I I I I I I Name FD01-25YR-2 F~lename J \02024\02024132 oo\nOC\Calcs\FDOT-25YR-2 R32 Overr~de Defaults Storm Durat~on(hrs) Ralnfall F~le Ralnfall Amount (In) Tlme (hrs) Yes 2 00 Fdot-2 4 70 50 000 15 00 Pt"lnt Inc(m1.n) Name FDOT-25YR-24 Fllename J \02024\02024132 00\DOC\Calcs\FDOT-25YR-24 R32 Overr~de Defaults Storm Duratlon(hrs) Ralnfall F~le Ralnfall Amount (In) Yes 24 00 Fdot-24 10 50 T~melhrsl Prlnt Inc(mln} I I so 000 15 00 Name FDOT-25YR-4 Fllename J \02024\02024132 00\DOC\Calcs\FDOT-25YR-4 R22 50 000 15 00 Yes 4 00 Fdot-4 5 80 I Tlme(hrsl Prlnt lnc{mln) I I Overrlde Defaults Storm Duratlon(hrs) Ralnfall F~le Halnfall Amount(~n) Name FDOT-25YR-8 Fllename J \02024\02024132 00\DOC\Calcs\FDOT-2SYR-8 R32 Overr~de Defaults Storm Duratlon(hrs) Ralnfall Flle Ra~nfall Amount (In) Yes 8 00 Fdot-8 7 30 Tlme(hrs) Prlnt Inc(m~n) I I I I I I so 000 15 00 Name FODT-3YR-l Fllename J \02024\02024132 oo\nOC\Calcs\FDOT-3YR-l R32 Yes 1 00 Fdot-l 2 50 50 000 15 00 Prlnt Inc(mln) Name F~lename FDOT-3YR-2 J \02024\02024132 00\DOC\Calcs\FDOT-3YR-2 R32 Yes 2 00 Fdot-2 3 20 Tl.me (hrs) P:r~nt lnc (ml.n) Overrlde Defaults Storm Duratlon(hrs) Ralnfall Flle Ra~nfall Amount(~n) T~me(hrs) ~verrlde Defaults Storm Duratlon(hrs) Ralnfall F~le Ralnfall Amount(~n) I Interconnected Channel and Pond Routmg Model (ICPR) <<d2002 Streamlme TechnologIes, Inc Page 3 of 4 I LIBERTY BANK 02024132 00 POST CONDITIONS HYDROLOGY SIMULATION INPUT REPORTS I 50 000 15 00 I Name FDOT-3YR-24 F~lename J \02024\02024132 00\DOC\Calcs\FDOT-]YR-24 R32 I OVerr~de Defaults Storm Durat~on(hrs) Ra~nfall F~le Ra~nfall Amount(~n) Yes 24 00 Fdot-24 6 50 T~me (hrs) Pr~nt Inc(m1n) I 50 000 15 00 I. Name FDOT-3YR-4 F1lename J \02024\02024132 00\DOC\Calcs\FDOT-3YR-4 R32 I Overr~de Defaults Storm Durat1on(hrsl Ronnfall F11e Ra1nfal1 Amount(ln) Yes 4 00 Pdot-4 3 80 T1ffie (hrs) Pr1nt Inc(m1n) I 50 000 15 00 Name PDOT-3YR-8 F1lename J \02024\02024132 00\DOC\Calcs\PDOT-3YR-8 R32 I Overr1de Defaults Storm Durat1on(hrs) Ra1nfall F11e Ra1nfall Amount (In) Yes 8 00 Fdm: - 8 4 80 I T1mB (hrs) Pr1nt InC(mln) 50 000 15 00 I I I I I I I I I Interconnected Channel and Pond Routmg Model (ICPR) (92002 Streamline TechnologIes, lne Page 4 of 4 I LIBERTY BANK 02024132 00 POST CONDITIONS ROUTING SIMULATION INPUT REPORTS I Name 025 Hvdrology Slm 025 Fllename J \02024\02024132 OO\DOC\Calcs\025 132 I Execute Yes AlteI"natlve NO I Max Delta Z(ft) Tlme Step OptlmlZeI" Start Tlme(hI"s) Mln Calc Tlme(sec) Boundary Stages I Tlme (hrs) Restart No Patch No 1 00 10 000 o 000 o 5000 Delta Z Factor End Tlme (hrs) Max Calc Tlme(sec) Boundary Flows 50 000 15 000 Prlnt Inc(mln) I Group Run BASE Yes I Name FJ.lename FDOT03-1 HydI"ology Slm FDOT-3YR-l J \02024\02024132 OO\OOC\Calcs\FDOT03-1 132 I Execute Yes AlternatJ.ve No I Max Delta z(ft) Tlme Step Optlmlzer S,:;:art Tllne (hrs) Mln Calc TJ.me(sec) Boundary Stages I RestaI"t No Patch No 1 00 10 000 o 000 o 5000 Delta Z Factor End TJ.me (brs) Max Calc Tlme(sec) Boundary Flows I so 000 15 000 Prlnt Inc(mln) Tlme (hrs) Group Run BASE Yes I Name FDOT03-2 Hydrology Slm FOOT-3YR-2 Fllename J \02024\02024132 00\nOC\Calcs\FDOT03-2 132 I Execute Yes Alternatlve No I Max Delta Z (ft) Tlme Step Optlmlzer Start Tlme (brs) Mln Calc Tlme(sec) BoundaI"Y Stages I Tlmelbrs) Restart No Patch No 1 00 10 000 o 000 o 5000 Delta Z Factor End Tlme(brs) Max Calc Tlme(sec) Boundary Flows I so 000 15 000 Prlnt Inclmln) Group Run BASE Yes I I Name Fllename FDOT03-24 Hydrology Slm FOOT-3YR-24 J \02024\02024132 OO\OOC\Calcs\FDOT03-24 132 Execute Yes Page I of7 II Restart NO Patcb No o 00500 30 00 60 0000 o 00500 30 00 60 0000 o 00500 30 00 60 0000 Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamline Technologies, lnc I LIBERTY BANK 02024132 00 POST CONDITIONS ROUTING SIMULATION INPUT REPORTS I AlternatIve No I Max Delta Z (ft) TIme Step OptImIzer Start Tlme{hrs) Mln Calc Tlme{sec) Boundary Stages I 1 00 10 000 o 000 o 5000 Delta Z Factor End TIme (hrs) Max Calc Tlme{secl Boundary Flows so 000 TIme (hrsl Prlnt Inc(mln) I Group I BASE I Name Fllenarne Execute Alterna~lve 15 000 Run Yes FDOT03-4 Hydrology 81m FDOT-3YR-4 J \02024\02024132 00\DOC\Calcs\FDOT03-4 132 Yes No I Max Delta Z{ft) TIme Step Optlmlzer Start Tlme (hrs) Mln Calc 1'lrne(secl Boundary Stages I Restart No Patch No 1 00 10 000 o 000 o 5000 Delta Z Factor End Tlme (hrs) Max Calc Tlme{sec) Boundary Flows 50 000 Tlme(hrs) PrInt Inc(mln) I Group I BASE I Name Fllename Execute AlternatIve I IS 000 Run Yes FDOT03-8 Hydrology Slm PD01'-3YR-8 J \02024\02024132 00\DOC\Calcs\FDOT03-8 132 Yes No Max Delta Z(ft) TIme Step Optlmlzer Start TIme (hrs) Mln Calc Tlrne(sec) Boundary Stages I TIme (hrs) I Restart No Patch NO 1 00 10 000 o 000 o 5000 Delta Z Factor End Tlme(hrs) Max Calc Tlme(sec) Boundary Flows 50 000 15 000 Prlnt Inc{mln) Group I BASE I Name FIlename Execute Alternatlve I Run Yes FDOTIO-l Hydrology Slm FDOT-I0YR-l J \02024\02024132 00\DOC\Calcs\FDOTI0-l 132 Yes No Restart No Patch No o 00500 30 00 60 0000 o 00500 30 00 60 0000 o 00500 30 00 60 0000 Max Delta Z(ft) 1 00 Tlme Step Optlffilzer 10 000 Delta Z Factor 0 00500 I Page 2 of7 Interconnected Channel and Pond Routmg Model (ICPR) ibl2002 Streamlme Technologies, Inc I LIBERTY BANK 02024132 00 POST CONDITIONS ROUTING SIMULATION INPUT REPORTS I Start T~me(hrs) 0 000 M~n Calc T~me(sec) 0 5000 Boundary Stages End T~me(hrsl 30 00 Max Calc T~me(secl 60 0000 Boundary Flows I T~me (hrs) Pr~nt Ine (m~n) I 50 000 1S 000 Run Group I Yes BASE I Name F~lename FDOTIO-2 Hydrology S~m FDOT-IOYR-2 J \02024\02024132 OO\DOC\Calcs\FDOTI0-2 132 Execute Alternat~ve Yes No I Max Delta Z(ftl T~me Step Opt~m~zer Start 'hme (hrs) M~n Calc T~me(see) Boundary Stages I Restart No Patch No 1 00 10 000 o 000 o 5000 Delta Z Fac.tor End T~me(hrs) Max Calc T~me(seel Boundary Flo\t.'s I 50 000 15 000 PJ:"~nt Ine (m~n) T~me (hrs) Group Run I BASE Yes I Name F~lename FDOTI0-24 Hydrology S~m FDOT-10YR-24 J \02024\02024132 00\DOC\Calcs\FDOTlO-24 132 Execute Alternat~ve Yes No I Max Delta Z(ft) T~me Step Opt~m~zer Start T~me (hrs) M~n Calc T~me(see) BoundaJ:"Y Stages I Restart No Patch No 1 00 10 000 o 000 o 5000 Delta Z Factor End T~me lhrs) Max Calc T~me(secl BoundaJ:"Y Flows I so 000 15 000 T~me(hrs) pr~nt Inc(m~n) Group Run I BASE Yes o 00500 30 00 60 0000 o 00500 30 00 60 0000 --------------~-~~--------------------~-------------------------------------------~--------~~----~~- I Name FDOTI0-4 Hydrology S~m FDOT-I0YR-4 F~lename J \02024\02024132 00\DOC\Calcs\FDOT10-4 132 Execute Yes Alternat~ve No I Max Delta Z (ft) T~me Step Opt~m~zer Start T~me(hJ:"s) M~n Calc T~me{sec) Boundary Stages I Restart No Patch No o 00500 30 00 60 0000 I 1 00 10 000 o 000 o 5000 Delta Z Factor Page 3 of7 Interconnected Channel and Pond Routmg Model (lCPR) ~2002 Streamhne Technologies, lnc End T~me(hJ:"sl Max Calc T~me\sec) Boundary Flows I LIBERTY BANK 02024132 00 POST CONDITIONS ROUTING SIMULATION INPUT REPORTS I I 50 000 15 000 Tlme(hrs) Prlnt Inc(mln) Group Run I BASE Yes I Name FDOTI0-8 Hydrology Slm FDOT-IOYR-8 Fllename J \02024\02024132 00\DOC\Calcs\FOOTlO-8 132 I Execute Yes Alternat1ve No I Max Delta Z(ft) Tlme Step Optlmlzer Start Tlrne (hrs) M1n Calc Tlme(sec) Boundary Stages Restart No Patch No 1 00 10 000 o 000 o 5000 Delta Z Factor End Tlme (hrs) Max Calc Tlme(ssc) Boundary Flows I Tlme(hrs) prlnt Inc(ffiln) --------------- --------------- 50 000 15 000 Group Run I -------------~- BASE Yes I Name FDOTIOO-l Hydrology Slm FDOT-I00YR-l F1lename J \02024\02024132 00\nOC\Calcs\FDOTI00-1 132 I Execute Yes Alternatlve No I Max Delta Z(ft) Tlme Step Optlmlzer Start Tlme (hrs) Mln Calc Tlme(sec) Boundary Stages Restart No Patch No 1 00 10 000 o 000 o 5000 Delta Z Factor End Tlme (hrs) Max Calc Tlme(sec) Boundary Flows I Tlmelhrs) prlnt Inc(mln) --------------- ----------~--~- 50 000 15 000 Group Run I --------------- BASE Yes I Name FDOTI00-2 Hydrology Slm FDOT-IOOYR-2 Fllename J \02024\02024132 OO\DOC\Calcs\FDOTI00-2 132 I Execute Yes Alternatlve No I Max Delta Z(ft) TlffiS Step Optlffilzer Start Tlme(hrs) M1n Calc Tlme(sec) Boundary Stages I Restart Patch No NO 1 00 10 000 o 000 o 5000 Delta Z Factor End Tlffie (hrs) Max Calc Tlffie(sec) Boundary Flows Tlme(hrs) Prlnt Inc(mln) o 00500 30 00 60 0000 o 00500 30 00 60 0000 o 00500 30 00 60 0000 I Interconnected Channel and Pond Routmg Model (ICPR) ~2002 Streamlme Technologies, Ioc Page 4 of? I LIBERTY BANK 02024132 00 POST CONDITIONS ROUTING SIMULATION INPUT REPORTS I 50 000 15 000 I Group Run BASE Yes I Name FDOTI00-24 Hydrology S~m FDOT-IOOYR-2~ F1lename J \02024\02024132 00\DOC\Calcs\FDOTlOO-24 132 I Execute Yes AlternatJ.ve No I Max Delta Z (ft) T1me Step Opt1m1zer Start TJ.me(hrs) M1n Calc TJ.me(sec) Boundary Stages Restart Patch No No 1 00 10 000 o 000 o 5000 Delta Z Fa<;tm End TJ.me (hrs) Max Calc TJ.melsec) Boundary FIo.s I TJ.me(hrs) Pr1nt 1nc(mJ.n) -----------~-~- --~---~--~----- 50 000 15 000 I Group Run ------------~-- BASE Yes I Name FDOTI00-4 Hydrology S~m FDOT-IOOYR-4 FJ.lename J \02024\02024132 00\DOC\CaIcs\FDOTIOO-4 132 I Execute Yes AlternatJ.ve No I Max Delta Z{ft) TJ.me Step OptJ.mJ.zer Start T1me (hrs) M~n Calc TJ.me(sec) Boundary Stages Restart No Patch No 1 00 10 000 o 000 o 5000 Delta Z Factor End TJ.me{hrs) Max Calc TJ.me(sec) Boundary Flows I TJ.me (hr,,) PrJ.nt 1nc(m~n) --------------- --------------- 50 000 15 000 I Group Run --------------- BASE Yes I Name FDOTI00-B Hydrology 8J.m FDOT-IOOYR-8 FJ.lename J \02024\02024132 00\DOC\Calcs\FDQTI00-8 132 I Execute Yes AlternatJ.ve No I Max Delta Z{ft) TJ.me Step Opt~m~zer Start TJ.me(hrs) MJ.n Calc TJ.me(sec) Boundary Stages I Restart No Patch No 1 00 10 000 o 000 o 5000 Delta Z Factor End TJ.me(hrs) Max Calc TJ.me(sec) Boundary Flows 50 000 15 000 TJ.me(hrs) PrJ.nt Inc{mJ.n) I Group Run o 00500 30 00 60 0000 o 00500 30 00 60 0000 o 00500 30 00 60 0000 I Interconnected Channel and Pond Routmg Model (ICPR) @2002 Streamline TechnologIes Inc Page 5 of 7 I LIEERTx BANK 02024132 00 POST CONDITIONS I ROUTING SIMULATION INPUT REPORTS I BASE Yes I Name FDOT25-1 Hydrology S~m FDOT-25YR-l F~lename J \02024\02024132 00\DOC\Calcs\FDOT25-1 132 I Execute Yes Alternat~ve No I Max Delta Z(ft) T~me Step Opt~m~zer Start T~me(hr$) M~n Calc T~me(sec) Boundary Stages I Restart No Patch No 1 00 10 000 o 000 o 5000 Delta Z Factor End T1me(hrs) Max Calc T1me(sec) Boundary Flows 50 000 15 000 Pr~nt Inc(m~n) THne (hrs) I Group Run BASE Yes I Name F~lename FDOT25-2 Hydrology S~m FDOT-25YR-2 J \02024\02024132 00\DOC\Calcs\FDOT25-2 132 I Execute Yes Alternat~ve No I Max Delta Z~ft) T~me Step Opt~m~zer Start T~me (hrs) M~n Calc Tlme(sec) Boundary Stages I Restart No Patch No 1 00 10 OOQ o 000 o 5QOQ Delta Z Factor End Tlme(hrs) Max Calc Tlme(sec) Boundary Flows 50 OQQ 15 QOO PrJ.nt Inc Inun) TJ.me Ihrs) I Group Run BASE Yes I Name FDOT25-24 Hydrology SJ.m FDOT-25YR-24 FJ.lename J \02Q24\02024132 00\nOC\Calcs\FDOT25-24 132 I Execute Yes AlternatJ.ve No I Max Delta Z(ft) TJ.me Step OptJ.mlzer Start T~melhrs) M~n Calc T~me(sec) Boundary Stages I Restart No Patch No 1 00 10 000 o 000 o sooo Delta Z Factor End T~me (hrs) Max Calc T~melsec) Boundary Flows 50 000 15 000 PrJ.nt Inc(mJ.n) TJ.me (hrs) I' Group Run BASE Yes I o 00500 30 00 60 0000 o 00500 30 00 60 0000 o 00500 30 00 60 OOQO I Page 60f7 interconnected Channel and Pond Routmg Model (ICPR) (hJ2002 Stredmlme Technologies, lnc I LIBERTY BANK 02024132 00 POST CONDITIONS ROUTING SIMULATION INPUT REPORTS I Name FDOT25-4 Hydrology S~m FDOT-25YR-4 Fllename J \02024\02024132 00\OOC\Calcs\FDOT2S-4 132 I Execute Yes Alternatlve No I Max Delta Z{ft) T~me Step Opt~m~zer Start T~me (hrs) M~n Calc T~me{sec) Boundary Stages I Restart No Patch No 1 00 10 000 o 000 o 5000 Delta Z Factor End T~me (hrs) Max Calc T~me(sec) Boundary Flows 50 000 15 000 prJ.nt 1nc(m~n) TJ.me (hrs) I Group Run BASE Yes I Name FDOT25-S Hydrology S~m FDOT-25YR-8 FJ.lename J \02024\02024132 00\DOC\Calcs\FDOT25-B I}2 I Execute Yes AlternatJ.ve NO I Max Delta Z{ft) T~me Step Opt~m~zer Start Tlme(hrs) MJ.n Calc TJ.me(sec) Boundary Stages I Tlme (hrs) Restart No Patch No 1 00 10 000 o 000 o 5000 Delta Z Factor End Tlme (hrs) Max Calc Tlme(sec) Boundary Flows I 50 000 15 000 PrJ.nt 1nc(m~n) Group Run BASE Yes I I I I, I I II o 00500 30 00 60 0000 o 00500 30 00 60 0000 I Interconnected Channel and Pond Routmg Model (lCPR) ~2002 StreamlIne Technologies, lnc Page 70f7 I I I I I I I I I I I I I I I I I I I November 19, 2004 David V osen Liberty Realty Group 2963 Gulf to Bay Blvd, SUIte 220 Clearwater, FL 33759 RE Liberty Bank Stormwater Management S}stem Operation and Maintenance Instructions TBE Project No. 2024-132-00 Dear Mr V osen, The followmg mstructIons are being furnIshed to you, the permIttee, for the operation and mamtenance ofthe Storm Water Management FacIlitIes proposed for the referenced project The mstructIons that follow are part of the reqUIrements for approval of the Surface Water Management-ConstructIOn PermIt ApphcatlOn under Chapter 40D-4 of the Flonda AdmmlstratIve Code for RegulatIOn ofStoTITl Water Management FacIlItIes The Storm .Water Management FacilIties, Includmg the storm sewer collectIOn system, detentlOn/retentlon ponds and water qualIty treatment systems, have been deSigned to provIde treatment of the first flush of rainfall runoff from the contnbutmg dramage area Mamtenance, mcludmg clearung or replacement of the vanous elements of the system, WIll be reqUIred for the faCIlItIes to contmue to operate as deSIgned Normal mamtenance reqUIrements are as follows 1 Sodded areas should be routmely mowed ClIppmgs and debns are to be removed 2 Storm sewers, outfall pIpes, underdrams, Oil skImmers and control structures must be penodlcally mspected and cleared of any debns or SlIt that has collected The m1l11mUm mspectIon schedule should mclude quarterly mspectIOI1S 3 Control structures for detention and retentIOn ponds normally contam a slot, weIr, or ontice to allow the drawdown of the collected runoff Pnor to antIcIpated storm events and dunng scheduled field VISItS, the control structure should be mspected and cleared of obstructJons that will Impede the flow 4 Followmg stom1 events and dunng all other routme mspectlOns, the pond faclhtles must be observed for erOSIOn of the SIde slopes, areas denuded of vegetation, the area surroundmg the control structures, and at mflow or outfall swales or dItches The dIsturbed areas must be repaued as qUickly as possible V-I J \02024\02024132 OO\DOC\Letters\swfwmd-O&Mletter doc I I I I I I I I I I I I I I I I I I I David V osen Liberty Realty Group November 18, 2004 Page 2 5 Aquahc VegetatIon planted and propagatIng In the httoral shelf area reqUIred for water qualIty treatment shall be mamtamed In good health With a nurumum of 85% coverage Mamtenance may Include removal of cattails or other exotIc speCles at the duectIon of the operatIon and mamtenance entIty Replantmg wIll be reqUIred If coverage falls below 85% ofthe httoral zone The owner of the permItted system may enter mto an agreement to assign the operatIOn and maIntenance responsIbIlItIes to another entIty ResponSibIlIty for mamtenance and operation may be transferred to another entity upon wntten notIce to the Southwest Plonda Water Management Dlstnct from the permittee and from the entIty assummg responslblhty certd'ymg that the transfer responsIbIhty for operatIon and mamtenance IS m comphance WIth Chapter 40D-4352 F A C has been accepted The operatIOn and mamtenance mstructIOns stated above shall be gIVen to the new entIty responsIble for mamtenance and shall be mc\uded m any agreement between the permIttee and the new ffiamtenance entIty All final condItIons of the permIt, limItIng, general or specIfic shall be made a part of these operatmg and mamtenance mstructlOns and shall be kept at a locatIon easIly accessIble to the operahng authonty ThIS letter Will be mcluded m the Southwest Flonda Water Management Dlstnct permIt submIttal Please call If you have any questIons or reqUIre further explanatIon of the InstructIons stated above Very truly yours, ACCEP /J ;j / / BY M//#Y/A TBE GROUP, Inc TITLE Pttbl De:- L.ii DATE /01~r Bryan L Zarlenga, P E V-2 J \02024\02024132 OO\DOC\Letters\swfwmd-O&Mletter doc