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FLD2004-08061,. - ~~ ~~ ~ "`- 1 Planning Department ~' ' 100 South Myrtle Avenue >' ~ ~~~~ Clearwater,.Florida 33756 Telephone:727-562-4567 Fax:Z27-562-4865 O SUBMIT ORIGINAL SIGNED AND NOTARIZED APPUCATION ^ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION induding 1) collated, 2) stapled and 3) folded sets of site plans ^ SUBMff APPLICATION FEE ~ * NOTE:15TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SfTE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION (Revised 2/02/2004) PLEASE TYPE OR PRINT A APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4202.A) APPLICANT NAME: LaSalle Realty, LLC, a Florida limited liability company MAILING ADDRESS: PHONE NUMBER: 25191 U. S. Highway 19 North,.Clearwaater,. FL 33763 727-791-4408 CASE #: DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OFADJACENT PROPERTIES: NORTH: SOUTH: WEST: FAX NUMBER: 727-726-0861 PROPERTY OWNER(S): Same as above. (Must inGude ALL owners as listed on the deed -provide original signature(s) on page 6) AGENT NAME: E. D. Armstrong TII, Esquire (~~~, Q ~ 2Qii7 Johnson, Pope, Bokor, Ruppel & Burns, LLP MAILING ADDRESS: P. O. BbX 1368, C1eaYwater, ' FL 33757-1368 P(Af~l1~°fhll=, 1~1=^/t'~-" .trt 727-461-1818 727-462-0365 ~~~~~ Vi ~ r.c.hlsa~~ti =,.: PHONE NUMBER: _ FAX NUMBER: CELL NUMBER EMAIL ADDRESS: ed@jpfirm.com tS. YKVYVStU UtVtLVF'MtNI INFVRMATION: (COd@ Sectiotr4202.A) None (.Vacant) STREET ADDRESS of subject site: Located approx. 1,200' east of'U.S. 19, bounded on the north b~ 3rd Avenue South and on the south by 5th Avenue South LEGALDESCRIPT)ON: See Exhibit "A" attached. (it not Listed here, please note the location of this document in the submitta-) 32/28/16/14940/035/0240 4.2818 acres trt.o.l. (acres, square feet) PROP0.SEDUSE(S)ANDSIZE(S): Non-residential off-street parking (.See Site Development Plhn) (number of dwelling units, hotel rooms or square footage of nonresidential use) Q~ ^V~ i DESCRIPTION OFREQUEST(Sg Flexible .development approval of non-residential off-street parking in an "LMDR" district. Page 1 of 6 -Flexible Development Application- City of Clearwater I t ORIGIPIn,' Attach sheets and be specific when identifying the request (include alt requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) See Exhi)ait "B" attached. DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR~ A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, l OR A PREVIOUSLY APPROVED (CERTIFIED) SfTE PLAN? YES - NO X (if yes, attach a Dopy of the applicable docufnents) II C. PROOF OF OWNERSHIP: (Code Section 4202.A.5) O SUBMIT A COPY OF THE TffLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVfT ATTESTING OWNERSHIP (see pages). See :.Exhibit t'C" attached. D. WRITTEN- SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) O Rovide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA-Explain how each criteria is achieved, in detail: Page 2 of 6 -Flexible Development Application- Cfty of Clearwater • ~ I ~ ! ~'~ ~.__ O Provide complete responses to the applicable flexibility criteria for the specific land use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) -Explain bow each criteria is achieved, in detail: E STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Design Criteria Manual and 4-202.A.21) ^ STORMWATER PLAN induding the following requirements: T Existing topography extending 50 feet beyond all properly lines; _ Proposed grading including finished floor elevations of all structures; _ All adjacent streets and munidpal storm systems; _ Proposed Stormwater detention/retention area including top of bank, toe of slope and outlet conUol structure; _ Stormwater calculations for attenuation and water quality; _ Signature of Fbrida registered Professional Engineer on all plans and calculations ^ COPY OF PERMtT INQUIRY LETTER OR SOUTI-INVEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMfF SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), 'rf applicable F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4202.A) ^ SIGNED AND SEALED SURVEY (including legal description of property} -One original and 14 copies; ^ TREE SURVEY (induding existing trees on site and within 25' of the adjacent site, by spedes, size (DBH 4" or greater), and location, including drip lines and indigting trees to be removed) -please design around the existing trees; ^ LOCATION MAP OF THE PROPERTY: ^ PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ^ GRADING PLAN, as applicable; ^ PRELIMINARY PLAT, as required (Note: Buiking permits witl not be issued until evidence of recording a final plat is provided); O COPY OF RECORDED PLAT, as applicable; G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4202.A) ^ SITE PLAN with the following information (not to exceed 24" x 36"): _ All dimensions; _ North arrow; Engineering bar sale (minimum scale one inch equals 50 feet), and date prepared; _ Location map; Index sheet referencing ir-dividual sheets inctuded in package; _ Footprint and s¢e of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; Page 3 of 6 -Flexible Development Application- City of Clearwater ~ ~ ORIGIf~!AL _ All required setbacks; AU existing and proposed points of access; _ All required sight triangles; _ Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, incuding description and location of understory, ground cover vegetation. and wildlife habitats, etc; Location of all public and private easements; Location of all street rights-of-way within and adjacent to the site; Location of existing public and private utilities, induding fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; _ All parking spaces, driveways, loading areas and vehicular use areas; _ Depiction by shading or crosshatching of all required parking lot intenor landscaped areas; _ Location of all solid waste containers, recycing or trash handling areas and outside mechanical equipment and all required screening {pet Section 3-201(Dxi) and Index #701}; Location of all landscape material; _ Location of all onsite and offsite storm}water management fadlities; _ Location of all outdoor lighting fixtures; and location of all existing and proposed sidewalks. O SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: _ Land area in square feet and acres; _ Number of EXISTING dwelling units; _ Number of PROPOSED dwelling units; _ 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; Offidal records book and page numbers of all existing utility easement; _ Building and structure heights; ~ ~ ^ ~ ~~~ Impermeable surface ratio (LS.R.); and i(C~' /ll _ Floor area ratio (FAR.) for all nonresidential uses. ~J O REDUCED SfTE PLAN to scale (8 %=X 11) and color rendering ffpossible; ~~r O Q ~~~3• O FOR DEVELOPMENTS OV@2 ONE ACRE, provide the following additional information on site plan: L U 7 . _ One-foot contours or spot elevations on site; PLANNING DEPARTMENT Offsite elevations if required to evaluate the proposed stomrvvater management for the parcel; _ An open space areas; CITY OF CLEAR4iVATER _ Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); _ Building and structural setbacks (dimensioned); _ Structural overhangs; Tree Inventory; prepared by a °certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees. H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 41102.A) O LANDSCAPE PLAN: _ All existing and proposed structures; Names of abutting streets; _ DYainage and retention areas including swales, side slopes and bottom elevations; _ Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landsgping islands and curbing; _ Proposed and required parking spaces; Existing trees on-site and immediately adjacent to the site, by species, size and locations, induding dripline (as indicated on required tree survey); Plant schedule with a key (symbol or label) indicating the size, description, specifications and quantities of all existing and proposed landsppe materials, induding botanical and common names; _ Logtion, size, and quantities of all existing and proposed landscape materials, indipted by a key relating to the plant schedule; _ Typical planting details for trees, palms, shrubs and ground cover plants induding instructions, soil mixes, backfilling, mulching and protective measures; _ Interiorlandscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Page 4 of 6 -Flexible Development Application- City of Clearwater ~ ORIGI~IAL ~ Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. ^ REDUCED LANDSCAPE PLAN to safe (8 %: X 11) (color rendering 'rf possble); ^ IRRIGATION PLAN (required for level two and three approval); ^ COMPREHENSIVE LANDSCAPE PROGRAM application, as appligble. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4202.A.23) Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. ^ BUILDING ELEVATION DRAWINGS -all sides of all buildings.including height dimensions, colors and materials; ^ RF~UCED BUILDING EI.EVATtONS -four sides of building with colors and materials to scale (8 %: X 11) (black and white and color rendering, 'rF J. SIGNAGE: (Division 19. SIGNS /Section 3-1806) ^ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, eta), indigte whether they will be removed or to Tema in. ^ All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals} ' D Comprehensive Sign Program application, as appligble (separate application and fee required). K TRAFFIC IMPACT STUDY: (Section 4202.A.13 and 4801.C) O Include 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 edifion of the Institute of Transportation Engineets Trip General Manual. Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. L. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the. property described in this ap Lion. Signature property owner or repr sentative E. D. ArmStronq Z.ZI ~~~~~~~~ STATE OF FLORIDA, COUNTY OF PINELLAS ^^--~~!! Swom to and subscribed before me thislSJ day of August A.D. 20 04 to me and/or by E. D. Arm5tronct I7x who is personally known .bah Notary public, ;;~1~°•°•~;:_ LINDA R. CLMININGHaiu DEC 0 8 2Q~4 PLANNING DEPARTMENT CITY OF CLEARWATER EXPIRES: July 4, 2008 Bardcd Thru NMary Rfi6c Underwriters Page 5 of 6 -Flexible Development Application- City of Clearwater ~ ORIGi":SAL ~ AFFIDAVIT TO AUTHORIZE AGENT: LaSalle Realty, LLC, a Florida limited liability company (Names of all property owners on deed -please PRINT full names) 1: That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): See Exhibit "A" attached. Parcel Nos. 32/28/16/.14940/035/0010, 32/2$/16/14940/035/0240 and- 32/28/16/14922/036/0010. 2. That this property constitutes the property for which a request for a: ,(describe request) Flexible development application 3: That the undersigned (has/have) appointed and (does/do) appoint: E . D. Armstrong III , Esquire of Johnson, Pope, Bokor,.Ruppel 5 Burns, LLP as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 4. That this affidavit has been executed to induce the City. of Clearwater, Florida to consider and act on the above described property; 5. That sfle:visits to the property are.necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 6. That (Uwe), the undersigned authority, hereby certify that the foregoing is true and come LaS e ty, L B Property Owner Richar immi , Manager 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 ~ D ~'h- day of August 2004 personally appeared. Richard ..R. Dimmitt ; Manager* who having been first duly swum Deposes-and says that he/she fully understands the contents of the affidavit that he/she signed. *of LaSalle Realty, LLC ~~?~~ ~. Notary Public My Commission t=xpires: #~M.'v~= M1~tYr'(?""M!SSION;f Dp041066 D(p!RFS ~~o September 2, 2005 ,~~.~` tiuraDFDTHRUTROYFA1Ng15URANC~INC ~~~~~~~~ ~~r o ~ 204 PLANNING DEPARTMENT CITY OF CLEARWATER ,- 4. :.. _ cr,. BNDY BOUNDARY COR = CORNER OR = OFFlCIAL RECORDS 800K PG ~ -PAGE POB = POINT OF BEGINNING POC POINT OF COMMENCEMENT R/W = RIGHT-OF-WAY SR STATE ROAD US = UNITED STATES O 0 n w J Q U U) VACATED AS PER OR 8055, PG 1430 VACATED AS PER- OR 6037, PG 2003 ~ Z ~ ~ Z ~ n ~ p ° ~-~,, ~~ ~ ~ ~ _ + ~ m ~z aR~G~~~aL OT WNSH 8 S. RANGE 16 E 32 131 130 129 128 127 I 261 25 124 i 23 122 I 21 1 ~~ d 2 I3 141 516 I7 I8 I9 i10I11I12 SOU R/W LINE 32 31 W ~ W ~ NQw J ~ \ a W Q Z ~ J 3wv ~w~ 1 2 r, U Q Q U THIRD AVENUE SOUTH ~ P ~~ PER R 83 4, PG 130 < 60.0' C)C~ ~~ 30 29 28 2 ~~ ~~ 2 ~3 ~Z2 21 3 ~ 4 ~ 5 VACATED AS PER NTERLINE FOURTH OR 8304, PG 1130 AVENUE SOUTH AVENUE ~ LO 24 ~~~ ~ O Q 32 ~ 31 30 2P 28 ~ 27 f 26 ~ 25 24 ~3 22 21 2 ~ P~~ > z ~, a N r J c ~ ~ '1,~ ~ WW 1,~ ~~2Q~P3 ~ Q4 5 6 7 8 9 ~0 i1 12 13 UQ r N AVENUE NOT A SURVEY DATE SKETCH & DESCRIPTION 11/18/04 3234SD OA.DWG SOUTH -VACATED AS PER OR 8055, PG 1430 SHEET 1 OF 2 LAKE CHAUTAUQUA OVERALL SITE ~o- a ~ Q~, P~. v ~ ~ ~ ~ ~ ~ P 6~ 7 8 g 10 11 12 OR 18304. PG 113 ~,aR~ ASSOCIATES INC. PROFESSIONAL SURVEYING LB 6113 2915 S.R. 590, SU17F 17 CLEARWATER, FlOR10A 33759 (727) 669-0522 ~ ~ ORIGIiJAL SECTION 32, TOWNSHIP 28 S, RANGE 16 E DESCRIPTION PROJECT NUMBER 01-3234 LOTS 1 TO 9 INCLUSIVE ANDS LOTS 24 TO 32 INCLUSIVE. BLOCK 35, CHAUTAUQUA "ON THE LAKE" UNIT N0. 3, SEC. A, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 9, PAGE 146, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. AND LOTS 1 THROUGH 7 AND 26 THROUGH 32, BLOCK 36, CHAUTAUQUA SUBDIVISION, UNIT 1 SECTION A AS RECORDED IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH VACATED RIGHT-OF-WAY ADJACENT THERETO, AS RECORDED IN OFFICIAL RECORDS BOOK 8055, PAGE 1430, OFFICIAL RECORDS BOOK 8304, PAGE 1130 AND OFFICIAL RECORDS BOOK 6037, PAGE 2033 ALL BEING RECORDED IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA LESS LANDS AS DESCRIBED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. BEING FURTHER DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEAST CORNER OF LOT 24, BLOCK 35, UNIT N0. 3, SEC. A CHAUTAUQUA "ON THE LAKE" AS RECORDED iN PLAT BOOK 9, PAGE 146 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE EAST LINE OF SAID LOTS 24 AND 9, S 00'01'23" E, 250.00 FEET TO THE CENTERLINE OF THE VACATED RIGHT-OF-WAY OF FIFTH AVENUE SOUTH; THENCE ALONG SAID CENTERLINE, N 89'37'18" W, 440.01 FEET TO THE CENTERLINE OF THE VACATED RIGHT-OF-WAY OF LAKE CHAUTAUQUA AVENUE; THENCE ALONG SAID CENTERLINE, N 00'01'16" W, 280.00 FEET TO THE CENTERLINE OF THE VACATED RIGHT-OF-WAY OF FOURTH AVENUE SOUTH; THENCE ALONG SAID CENTERLINE, S 89'37'17" E, 38.82 FEET TO THE CENTERLINE OF THE VACATED RIGHT-OF-WAY OF LAKE CHAUTAUQUA AVENUE; THENCE ALONG SAID CENTERLINE, N 00'01'57" w, 229.67 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF THIRD AVENUE SOUTH AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130; THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE, S 89'40'51° E, 290.01 FEET TO THE WEST LINE OF A 60' RIGHT-OF-WAY AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130; THENCE ALONG SAID WEST RIGHT-OF-WAY LINE, S 00'02'20" E, 259.97 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF FOURTH AVENUE; THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE, S 89'37'18" E, 111.13 FEET TO THE POINT OF BEGINNING. CONTAINING 4.2818 ACRES, MORE OR LESS NOTE S 1. BEARINGS ARE BASED ON THE WEST LINE OF BLOCK 36, UNIT 1, SECTION A, CHAUTAUQUA ON THE LAKE, PB 9, PG 52. ASSUMED AS $EING N 00'01'57" W. 2. LEGAL DESCRIPTION WAS PREPARED BY POLARIS ASSOCIATES, INC. 3. RE-USE OF THIS SKETCH FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE-USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE CERTIFIED T0. 4. THIS SKETCH IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL, HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS. 5. THIS SKETCH WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE AND MAY BE SUBJECT TO EASEMENTS, RESTRICTIONS, RIGHTS-OF-WAY AND OTHER MATTERS OF RECORD. C E R T I F I C A T I O N I HEREBY CERTIFY THAT THE SKETCH REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLO DA STATUTES. JOHN WEIGLE, P.L.S, Q~C o ~ Z~~~t PR SIONAL LAND SUR OR N0. 5246 SHEET 2 OF 2 NOT A SURVEY '- STA OF FLORIDA SKETCH & DESCRIPTION 3234SD OA.DWG ~ ..~ .~-1 ~E CHAUTAUQUA ~-~ ~~ i, •, OVERALL SITE POLARIS ASSOCIATES INC. PROFESSIONAL SURVEYING LB 6113 2915 S.R. 590, SUITE 17 CLEARWATER, FLORIDA 33759 (727) 669-0522 ORIG~AL • EXHIBIT "B" TO FLEXIBLE DEVELOPMENT APPLICATION LaSalle Realty, LLC The applicant requests flexible development approval of non-residential off-street parking in the "LMDR" district. Simultaneously with the filing of this application, the applicant has submitted a petition for annexation, rezoning to "LMDR" and a land use plan amendment to Residential Low. The subject parcel adjoins the easterly boundary of the Dimmitt Luxury Motors automobile dealership located on U.S. 19, which is also owned by the applicant. The reason for this request is to allow the applicant to use the property for non-residential parking in conjunction with the dealership. In connection with the rezoning and land use plan amendment, the applicant proposes to enter into a development agreement with the City which will limit the use of the property to non- residential off-street parking. Section D. Written Submittal Requirements General Applicability Criteria: 1) The proposed development of the land will be in harmony with the scale, bulk, .coverage, density and character of adjacent properties in which it is located. The approximate 4.28 acre parcel is located west of Chautauqua Avenue, south of 3~d Avenue South, -north of 5th Avenue South and approximately 1,200 feet east of U.S. Highway 19. The property adjoins the existing automobile dealership ~ located at 25191 U.S. Highway 19 North and is under the same ownership. The applicant has been parking vehicles on a large portion of the property for many years. As shown on the site plan, the proposed parking area will be well-buffered from the surrounding residential parcels by a 22' to 25' landscape buffer, streets and, along the easterly boundary abutting residential, a 6-foot high fence. 2) The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The parking area will be well-buffered from adjoining parcels. The parking. area will be separated from the residential area to the north by a 25' landscape buffer and Third Avenue South. Along the easterly boundary (north '/z) of the property a 25' landscape buffer and Fourth Avenue South will be located between the parking area .and the residential lots. ~~~~a~~~ ~?h!" 0 ~i 1~i~'~ ~. ORIGINS • Along the easterly boundary (south '/2) of the property, the applicant proposes a 22' landscape buffer with a 6-foot high fence. The parcel located to the south is a Recreation/Open Space area owned by the City of Clearwater, adjoining Florida Power facilities. As shown on the site plan, the applicant intends to place the drainage pond adjoining this open space parcel 3) The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. The proposed design will eliminate all access to neighboring residential streets. Access to the parking area will be solely through the dealership property to the west. 4) The proposed development is designed to minimize traffic congestion. All access to the property will be via the applicant's adjoining property to the west, so no traffic will be put on the neighboring residential. streets. The proposed development will not generate any additional traffic as it involves parking of vehicles which are either already stored on the subject property or stored at the dealership. 5) The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. As demonstrated in Criteria 2 above, the proposed use is compatible with the surrounding area.. The applicant's proposal to enter into a development agreement will provide the neighborhood with assurance of the continued use of the property in this manner. 6) The design of the proposed including visual, acoustic .and adjacent properties. development minimizes adverse effects, olfactory and hours of operation impacts on The site has been designed such that there will not be an impact to surrounding properties. As previously described, the site will be well-landscaped.. The hours of the adjacent dealership (located in a "C" district), are from 7 a.m. to 8 p.m. The dealership's use of the parking area will generally occur between the hours of 8 a.m. and 6 p.m. while the dealership is fully-staffed. The proposed lighting of the parking area is not directed to the perimeter of the site and will not impact surrounding parcels. Q~c o8 zoos PLANNING DEPARTMENT CITY OF CLEARWATER ORIGI~IA~ ~ Flexibility Criteria (Non-residential off-street parking): 1. The parcel proposed for development is contiguous to the parcel on which the non-residential use which will be served by the off-street parking spaces, is located and has a common boundary of at least 25 feet, or the parcel proposed for development is located immediately across a public road from the non-residential use which will be served by the off-street parking spaces, provided that access to the off-street parking does not involve the use of local streets which have residential units on both sides of the street. There is over 500 feet of contiguous boundary between the subject parcel and the adjoining automobile dealership which it serves. Access to the subject property will be solely via the adjoining dealership property located on U.S. 19. 2. No off-street parking spaces are located in the required front setback for detached dwellings in the LMDR District or within ten feet, whichever is greater, or within ten .feet of a side or rear lot -line, except along the common boundary of the parcel proposed for development and the parcel on which the non-residential use which will be served by the off-street parking spaces. As shown on the Site Development Plan, the proposed development meets this criteria. 3. Off-street parking spaces are screened by a wall or fence of at least three feet in height which is landscaped on the external. side with a continuous hedge or non-deciduous vine. As shown on the Site Development Plan and landscape plan, the proposed development meets this criteria. 4. All outdoor lighting is automatically switched to turn off at 9:00 p.m. The applicant will comply with this criteria. 5. All parking spaces shall be surface parking. The applicant- will comply with this criteria. All proposed paved areas are shown on the Site Development Plan. 10/22/2004 6:11 PM 45147.108284 #326515 v1 - NorthstadFlex Ex ~~~ O S ~dn~ PLANNING DEPARTMENT CITY OF CLEARWATER 08/25/2004 14:01 FAX 727399 •` ,~• ~_ 1r f ..er~M P ro. aM ua ra~att 3.leDr.tw pibJS~-sego ••rn;. kou,ma.l r~cpaed.whw tM DptclM M tilr- Mac! i ~~ Q I ~ II~ ~\~ ~ ~ ~ 003!008 .r KAldf.EN F. DE IIIYfER- Q.ERI( OF COfAtT PIlEL1A3 OQ.tl1Yr FLORIDA 3C108896 12 2?-24DQ 11:40:20 JTF ~ nc„anarrt. . _ It:02+i64505 DK:12a3? SPG:0?72 IPG:D716 RET1ftDItli 005 PAf;{S 1 f24.00 DOC STAIP - DR219 3 f13-?78.i0 IUTAL: f13-B02.10 CIEU( iM1T.Tt}~El1ED: f13-802.10 f.00 ~ DEPUfV R.OtK This SPECIAL WARRANTY DEED, is made and delivered as of this ~ ~ day of IJ~x.G ~ ~ (~ Fwd , 2002, by and between RICHARD R DIMMITT, whose mailing addr~esa ' ~' ~ ~ is 2519! U.S. Highway 19 Noah, Cletuwatcr, FL 33Tb3-2102, .as Crs,ntor, -and LA SALLE • "" R1rALTY; LLC, a Florida Limited Liability Company, whose mailing address is 25191 U.S. t9 '~ ' North. Clearwater. FL 33763-Z 102, as Greatee. (All referrcnaa to tho pariia hcrcin shaD ineiude their heirs, Personal rspresentatives, successors, and f;,tsigns; and when applicable the singular shad include the plural, and the masculine shalt include the fcrrlininc and neuter.) WITNESSETH: That Grantor, for and in consideration of the sum of S) 0, anJ other good and valuable tonsidaations, in hand paid, receipt of which is hereby acknowledged, has granted, bargained, and sold, and by that presents dots tyrant, bargsirt, and sell unto Grantee; the following f described real property (land and improvpnents) in Pinellas County, Florida, icg~Ily described as follows: i REAL PROPERTY DESCRIBED ON 1rXN18IT "A"ATTACHED HERETO ANb MADE A PART HEREOF. THEFROPERTIES ARE NOT HOM>rSTEAD PROPERTY Oi: THE GRANTOR. 70 HAVE AND TO HOLD the propcny, with all improvements thereon, unto tl~e Grantee is fee simple forever, AND Cranlor does hereby covenant with Grantee that said propMy is Crce from aft liens and erreumbrances, except that certain mortgage of record, and all cascmrnts, .reservations, nstrictivc covenants, (except that this provision shall not s:rve to re-impose the same) an3 assessments of record. zonine laws, and all taxes and assessments for the current and subsequent ycars_ AND Grantor does hereby F warrant the title to said real property, and will defend the same against the Lawful claims ot'all persons claiming by and through Granter. {Signature and acknowledgment page fo)Iovs.} ~~~c~~~ EXHIBIT "C" tt: PD 77 SPECIAL WARRANTY D~i;p ~~~; 0 t~ 1€~0'+ ' Rt • ; +~Y't~ ;: -::tom. .~~ ~~~ ~. ?~>';. •r~ • - ai'r` . _ `~:-1~ .~ r ~ .~ ~:„~ ;.. ~. ' ~_ OB/25I2004 14:02 FAX 72739 19 X1004/006 ~~IGI~A L 1. Signed. Sealod, and Deiivered P 1NELl.gs COUNtY FLR . 'Oif :REC .8K t2~37 PD 773 ~ p~ of: (seal) ~ RIC ARD R. DIM (WI ame Prin GRANTOR (< ! r tress Name ) STATE OF FLORIDA ) . - ) ~~ ~ COUNTY OF PINEI.x,HS ) *- :~; The foregoing ir-scrumcnt wag acknowledged boon me this ~] -J""da of Dceanbcr 2002, by RICHARD DIMMITT. who is y y ' ,,' pcrsonall lu-o to me produced = ~' as idcntificatio». ~~ :, :~ ~~.~ r`~~FM )RMIh j; '~ ~~/CO/MrW~I CG~i+~7~ • ' 1 ~..J ~M AH, S. 7ooa y ; k/11 '1~~// ~~~ ~ 8 ZQ(~lf _~ PC.ANNING DEPARTMENT CITY OF CLEARIlVATER 08/25%2004 14:02 FAX 72739 1 yf.~R".. .,j - . 1 1 j R I ~ I ;~ ~ 005,008 AL PINELLFIB COUNTY Flp.. OF~.RCC,BK l2~37 PO 771 HXHIBI? '~' ., .••; j~ .~ wr :O~+EnCE AT THE NORTNUEST CORNER Ol TNI 50UTNV[ST 1/4 OF 5C6ZION 12. t0-M5-l1F 26 SOUTH. RRNG[ t6 EaST~ P1NElCRS COUNTr. ciORIDA t;ND RuK S 00'OJ'S8"u. 9bi.SS FEET 11lONG T)tE tltl'(.liN[ OF SECTION ]2. THENCE S 89.34'50"E. 100.00 FEET TO A POINT ON THE E~STERtY RIf11T Of war i1NE OF (J.S. M)GN-IAT T9 fO.R A POINT Of BEGINNiNGi THENCE pUM S 89'S7'07'E. 142.12 FEET: iHEhCE R 00'01'50"Y. T01.QS IEET. THENCE S 69'S7'0~'E. 95,02 FEET: THENCE S 00"01'50"E. 208.10 FtE~: TNEI:CE ti 69'57'07"w. 39.10 FEET, TNENGE S 00'01'50"E. 110.00 IEET: tnEMCE -. 69'51'07"-+. •9$.a@ rfE1 TO,.TH-..+-FOaE5410 EASTEA:r a)GHl'Or v4T tl.kk: ;NEhCE N 0o•00'SB'E A:Orw SAIO EaSTER~r R!G>+T OF uA>r fiat ~ OtsTA+KC OF stt OS FEET TD T„E PO1nT 0• sCGln~lnG. iOn~:iNtNG E.54e >tiCRES. WORE OR tC55. parcel I.d. No. 32/Z8/16/14922/014/0160 ~~~~~~~~ . t~EC 0 8 2004 PLANNING DEPARTMENT i - _ -~ _ CITY OF CLEARWATER -~ 08/25/2004 14:03 FAX 727391 9 -. ORIGI~q~ m , ~. ~ - • ~ `~: J pINELLRS COUNTY PLR. OFF.RLC.BK 12w37 P4 773 frXHIBIT "A" i . Lots 18 to 23, inclusive, in Block I4, Unit,lo_ 1, Section A, of CHAUTAUS~TJA, according i to the map or plat thereof rctordcd in Ptet Book 9, page S2 of the Public Rxotds of Pinellas County, Florid Parcel LD. No. 37128116JI4922/014/OIbO Lot 25, (es4 the West t7 tctt thtrcof, and atl ofLot 24, in Block 14, Unit No. I, Section A, ' oCCHAUTAt1QUA, according to the map or plat thereofas raeorded in Plal Book 9, page S2, Public Records oCPine!)as County, Florida. Parret I_D, No. 32/2B/16/14922ro14/OI60 Lots 1 through 5 and Z6 through 32, Block 36, CHAUTAUQUA Subdivision. Unit 1, Section A as recorded in the Public Records of Pinellas Couruy, Florida. Parcel I.p. No. 32/28/t6/14922/03W0010 Lots l0 through 33, inclusive, Block 35. Unit No. 3. Section A, of GriAUTAUQUA ON , YH6 LAKE, according to the map of plat theroofas rci:ordcd i~ Plat Sook 9, page 146 of the Public t Rxords of Pinellas County, Florida. I t Parcel l.D. No. ]2I28/-6/14940J03510100 32/Z8/1 ti/! d940/035J0220 32R8/l 6/! 4940/03S/OI SO 32l28/Id/I4940l035/0130 ~~ 3228/Ibl14940~035I0230 ~ ~ ~~ /J~ 7 i . _ Q~~ 0 ~ 2074 PLANNING DEPARTMENT CITY OF CLEARWATER ' k •' ~Y ~:k 9.11. Y~ _... ••_ ._..~._.~.. ..J ~.•. •_n _`.~ ,08/2.5/2004 -14:03 FAX 7273919 ~ !¢j 007/008 ~I~tG~e~J,~L .,:~,_ P1Net,t.n5 Ct7t#~TY Fl.fi, pFF.Rt:C.BK !2437 PO T7$ F.~iIB1T "A" . Lots 1 to 4 inclusive and Lots 24 to 32 incluairq Block ~5. CHAUTAUQUA "ON TH>: LAKE" Unit No. 3, Section A, acconGng to the plat thereof rocorded in Plat Book 9, Prge 146 of the Public ~ccordz of Fincllas County, Florida. Parcel I.A. No. 37!2g/16~I4940/03S/0010 31128/1 Ni4940/035/0240 .^ 1 i ~~~ '~' ~~ ~~~ V ~ LUU~ PLANNING DEPARTMENT CITY OF CLEAraWATER ;,~~3' .rY`.` _ '/ ~.~ • ~. :. _ 3:%ly' ,x; .,: ~~ ~ •• f,. 1 S• A,% .f~ :~~~ E:~.. ~'~ :~~f x~~: ,~~~ ;r // ..,~ . , ik~~s~, ..,.. , . .• ~~+ , . .. ~ ~~ .y ~~~ ~~~ ~` \ TJ • ` + ` •~`+ ~ I ,p.. s ~' ~, ~~ ~r ,~,• ;~ I ., :~ ~- Eyi .~ E~ •.. iji r-~ I ii i_t~ szi ., i,. a E ~ E7•~ ~ ::... 1: •~ r-~ iyl I~f t'~ n Dorian serial &.9rchitectural Photo~raphics (727) 725-5400 ©NEG# APB 1 4 2004 04q ORIGINgL RECEIVED DEC 0 8 2004 PLANNING DEPARTMENT CITY OF CLEARWATER ~_ .r ill i--~ t+l 1~1 'i" iii iy! '~" ~! iji iii ice,! ijE ~E iyi DIMMITT CADILLAC LEGAL DESCRIPTION LEGAL DESCRIPTION OR 6277, PG 2315 LOTS i TO 9 INCLUSIVE AND LOTS 24 T 32 INCLUSIVE, BLOCK 35, CHAUTAUQUA "ON THE LAKE" UNIT N0. 3, SEC. A, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 9, PAGE 146, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. LEGAL DESCRIPTION OR 6311, PG 2328 LOTS 1 THROUGH 5 AND 26 THROUGH 32 BLOCK 36, CHAUTAUQUA SUBDIVISION, UNIT 1, SECTION A AS RECORDED IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH VACATED RIGHT-OF-WAY ADJACENT THERETO, CONTAINING 4.28 ACRESt VEHICLE STORAGE PARKING EXPANSION CITY OF CLEARWATER, FLORIDA FINAL SITE PLAN SECTION 32, TOWNSHIP 28 S, RANGE 16 E PINELLAS COUNTY, FLORIDA PARCEL ID # 32/28/16/14922/036/0010, PARCEL ID # 32/28/16/14940/035/0010, PARCEL ID # 32/28/16/14940/035/0240. LOCATION MAP 0 - ~,,, ~ N PROJECT ~ ~ ~~ t~ L^CATI^N ~ ~.; i~ ~ - ORIGINAL ~~~~6~~~ DEC 0 8 204 PLANNING DEPARTMENT .......... 1H k~~e A:hau.i atASlOe 31 'T; . ~e„ern~.~j,~~ q- - m _ t ,...: ~,::~ _ 1: su, N.ri ,., c~Q. ~, hi7s":~:,,,, : - I 5' (I~ RC`In ~ ~. pp (} z, Ave x, ...- '. ~r000n ;i~ ~- -1~~ WARN 1 N C C9NiRAClOA LO CALL ~SUNSHNE SLAtC CNE CALL' 1-eso-edz-aa7o ea xouas anion to Axr aEAxwc as consinucnox roa Exisnxc unurr Lacenoxs DIMMITT CADILLAC 25191 US 19 NORTH CLEARWATER, FLORIDA 33763 Phone: (727) 797-7070 FAX: (727) 726-0861 Gulf Coast Consulting, Inc. Land Dcvclopmem Consuhing 13s251C0i BLVD., Suile 6n6 Clearw~nter, FloriAa 33760 Fheae: i7ms2d-Isla Fax: ;727)52d~fi090 04-041 DAfE: 08-20-Os SHEET INDEX SHEET: TITLE: 1 COVER SHEET 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 HORIZONTAL CONTROL & STRIPING PLAN 4 SITE DEVELOPMENT PLAN 5 CONSTRUCTION DETAILS VICINITY MAP ~ I .~ .,,;= o E ,rc;;' { 1.:1 .<,~,;, 1 tt) .. tit I~- .G~#~ spsp1fskeaT ac ~ rtrrl tFrN1rI >rrr'rl a ~ ~ ~~ ~•lr ~i + { e~' `:&t ^4J T"> ! i mA :_._: ~~ t~~.A~.. ._ ~ __ _.....__. ._ ----- - ---.. ...... ~r$ a~ gag wJ~~~r~7 l~"~r . ~. A _..', .. .~ °x,41 ~, ~ ro a ~f?'it¢sa,x, Y }' .: L °o ~$ I .K g~ I r y . ' „ I 'tl~~+~ 1 "~ ,~~ A~3 ~~ 2`~. ... II[~ ~,,~J 1t. ,rA]51 .~ 'rR' `'L7r _ c -«.... t,1. ., ;~;t at ~ wffi ~ ~ ~ g e6~ _ ,S11i: ~eF " `,u'w L ,.. ,Y . ~i0 REMAIN T.t zlNi!P ~aa ~' QQ;; b~,.'S°vG°' .J 3 'CL' 'L ~P ...F ,1 '. 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U€ G ~St F^I 9"~ a ~r ~ i ~~ `~~': EXISONC PAVEMENT `~.. ~`. ~~. • , y R ~/h- ~ ~ t0 DE RELOVFD : ~},.U L, . nb0 " Q'~ 73 : I b~-p,!' I . '.P r.I M I ~ i rJ ,r P.r•a ` `. fi • ~ ` ` 1 E fISTINC CONCRETE! I ~ _ .. <rs ~ /~ I kAllc E .rv I C ` ,ci S~ ,'J,./ I R MO 1 i Le, ~ "arb [~~,~f,~ dffi.~ NE o ~ ii; g C U i `~ Y ~~ n:, mans ?; j(1ti' c n, /~rA>. ~ , I~) i ~t~F[f;ffiF:,^. 'iLffi '`, I.a»: ( v ~d ~ ~, .:,> 1;. •1 '7 'I ~ _:, ~N:<4 t2:;`~' ~„s'~?Y1 <^; ~Gi ~ ES"r." On iii _ / .. ~ `.` /i:{x!~ ro,e0 I^ ? .-. nn. a ataSF.::; ; ..~ ,x $ ,r t„..... ~. to E<.U L i ~=1 nse :.... ~ . . •. ~ . E°f°psn `~ .. ~ 's .. . ,,~ ~ee ~ /iE1 I ,~ ' ' woaD eRIDCE i r~ e " 'a ~~ ~ ~tt'i~I ,. 9 N ~ _ _ ~ . 1 `~ V Y ~ .~ s 3 •' { ~"~,y~ / P TO DE REMOVED i ~ ° 4111 B - ~\ ur 1~ ~ I {:a.. 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'fir ::l , • /~j y,a ~~~" .~, ":h?'' Si ~ fra-r re, me~~ ~v N. N~ DOPOft OP DWWBHiD IEtY3 I~RPIILLY. ~iR~Er=... ' ' C 1 _ ea'-e,u ecaV Y/! • ~'il r: •.,y I `'••.».;i°„'ai"•: cu ~o ...._ ................ `A~.. ,r " rv.• [AtlIxD CONDmoM DAlse oN er. ~ i ' .. "° ,T' k., ROUDDARK nPODRAPHIt, 7RS AMD =.) CDMDACTOR DNALL YRRVY TNAT RIRC'fIDCAL Lv. n "'. f!' Y Py •,.A ~, • ~~ f .'~ p~ „n ,~ 1e> 1-11'' .I f. \,'~ 1 ~ I s UnITE% YIRYRY PRAADW DY - i.+ - -. --.. ~ _yJ,~ ~ ,~ ,,,,y r,,~ r:t C. POnt6 NA! xRtN OgLOMNtG7tD ANp/OR TUDNm r.zer ~ ~ .N a ._..._ xE'>~.IV .14,, ~1' , •"• IF .. „N `;,{?i, T,i POWO r AOOCIATO, rtFa l+uBr ANT PORRR uNY oR ''°: 'N~? i 7 1 E3'v ',~ a P ,. •. ~1 on Haas To Dsrovnox or .. • :,e 'x~ I,"^„ srruRmlRNm Dvum oR ovRRxno. .... `• .__.. _ ... ...... ']. -... t ....~~ ~{~ wpm xoTC D.) 1HI Eocanox or Rmnxo ununo ADs ~ .. . ..... .. .. ...._ _. .. ......._. ._---. _ ... APPROnW1n At DxoRN AND h q TNR ((;; __...... ...._ DQ •DIIR DLYYDrYPMT r1AN' "~'Pe rI ~ rA~'iuis6°iou u mlorn ~~ o EoY Twm m u ~vY*DACroD'D DYmol,eloTUn to otEwlms Txe uU LLrR LOCATWN 07 }DD VIM7DD PDIpD TO CDNBTRUCIIOM IN TIWR TlCxllE1'. l3ulCCoast Consulting, Ino, oasr•n,rr,'r .,,.rr., xe lX,+~ ""~.°"`~'~W"°"""'"~ DIMMITT CADILLAC DIMMiTT CADILLAC w°'^~~- _ Nv 2519111.5. HWY. 19NOR'fH V E RKING EXPANSION ? RT'm*~~~~~ CLEARWATER,FLORIDA 33763 ~ ~~~~ _ e, ra mn,=, "om exoNeann n..rmo rAx tnn+.l-Im'r E ST G 0 S & DEMOLIYION PLAN °~ I on n AmAm tw,olrs A e-m-a !•t PLANNING DEPARTMENT CITY OF CLEARWATER ,.r.,; , , ;ail ~ QsI ~ ..............CDNLNEIE..__...__..____......._..__._.__.-_. _.. I 9DEWaIK PRDPO°ED RDAD~A~ , ,~° . ,.\ •=I I 290.Oi' sD• .. \ l0 RNEIEAT Dp+N~ (~.>~~ L.. _ ......._ ,w.. _ ......_... ..__ ._... ~:,~~_,, `.~ I ~ 25 LANDSC PE 8U fER g ~ ~~ #,~` ~ K D le~ ;= =~~ ` I ~) ~ 9"7Q~ .._......... _x.. I ._..... _....X'Ien .. ~,T rev `I ,' ~ ~..........`. ._. I ~, ~i J. i%.... 1.._......i..~.... r... . be .. U 1 ~, :.I t0 Sm Ixc.. a.~...._ .... a .I ~ I j F _IE, 4... p ~ -,. ~I ., , ... I p + smax ~ vv U p Q N '~~ B{IDVEtEPa M ~ ~ n ' ST= I1E _ ^.' --_ _ -• ~7a. ...._._..I p ~ i W V SNfIP ~" i T ..+y k __ I Z ~ ~ ~ R / ~.~~ Ifr~I W ~PAYENEKTI ~~ R~! S I r -w&. 1IV__ ~...7...1 N ~ I a W ' _.r. ~ 1, ~ . ~I ~ - iii - --- _ I _~°..a ~ __ I .= I I I ,m I 6 NT ~ ..I ... ~.-..+ + I I I a~; 7.. 7,~,,,.I ,fir.:=1. SITE DATA TABLE oli qu\DUwvsTEm 285 P RKING SPACES I . 1. '•, .~ ~ L - - I \ PROPOSED LAND USE OESIpIATION: RESIDENTIAL LOW (Rl) - • - - - - '. ~~_^_~~~~~,.,,..,,, B \, ROP D ZONI : LOW MEDIUM DENSITY RESIDENTIAL .~, 1.. ~ .._ lI ~ I 1 I )faia I tes \ sxHa~osEUr~ac •_._.._.._._...._.... ...... (IMOR)SE l %ii ., ~~'xx~~,Lxx~ee ~ ~ ~ (?+^) I ~~.•.'~?~r ~ ~_ I ••~\rENNCE (rrv) -...-____..-._._._.-.-._.._~...._______......____ PROPOSED USE:NOVEHICLE STORAGE AREA (PARKING) II I ~ ~a ~'t'i'i.i3~. _......_ TF t e ' Tws ..~! `.. y ,_J~. I++ I ~ ~ _..... .._ _._....._._ _..._..... 4.28 ACRE ( B.OJB S. ) e: ~•'~_ 5 +......_..... + I} - 25' LANDSCAPE BUFFER °, ~"- AREASBREAKDOWN: S 18 F. I ^PuE ,I I _~,_ 1 I _ _ +a zrr~ IMPERNOUS AREA ~ 112.828 S.F. (2.S9AC) a 60.57[ (8570 '' ( --1- s~plrc ~-~ - m= MA%) ALLOWED ii "~ ~$p~,~ ~•~" ~......_.... I I ~ e• wUln: I (T 1Y ~-' 'S Itr4E ~~ ~ veavosEO PERVIOUS AREA 73,808 S.E (1.89AC) ~ 39.5E .5". d . ~ _ _. ~ ~ _ rAl4 - ~._... ~ 6 E' HIGN DP/:WE ~{ '?.: ~\``. ~! , iI' ~......,... _._ - __.1.?!~)__. 1:I. ~rv. ..~ ,~ i uu ( v) EENCE (rrv) ~ TOTAL• 1 84 P . ... ~i ., ~" .\ /i~ ~~ Icoxc. ~_._ _. _ ~~'' I I I I :. 4 71 nn~a°="t7` ~ i'~!+ VEHICULAR USE AREA (WA~e 128.297 S.F. " ~`- ~~ ~ 's" "stop .~ 1.- I ' 'i, INTERIOR GREEN SPACE AREA ~ 15.826 S.F. (72.JE) 1 9' `•• / I ill, ./. '_~_ ~ PFbEU xr _ ~6- E(W~NiTO _ ~ m`•+ ~~ F FRONT eE1TfAGK: h ' ~ i vl x_1.'1... FPOW (TYP) : ~ I ......I 1 . O ^%na Q ALLOWED: 25' MINIMUM I r~'°ri° Z PROPOSED: 25' (NORTH, EAST) a K+ E ox ~ ~ N =7'nas •_• U1 SIDE SETBACK: D~ '.,' ' 1 I Eow T au I -. em =. nw ne+ C ALLOWED: 10' MINIMUM ~. ` 9+ ~w+i lu ~ ~° V~H~CI,E ~PARICItjIG 4 - ~„i jn.: w PROPOSED: 22' (EAST), 4S' (SOUTH) ~ ~< > ~ ° ( AREA~(~YP)~ T + I } ........ nuc' 7 BEAflSESHAGK: N/A net:': ,x + '-'"" ~~" ),~`Gti,ia< Z STORACS SPACES PRONDED: aTUn\ ) - 4, .., g 285 SPACES .IA"-`~te~=Ei ~'`~,~ ( A 7 a I • m ...-h ~. Ci .w ~ann ' ~ /~ POND 100 - k)~1 ,,,_; ,( ~~? , (>°n„ f/ n8 T .a'f 4Mj I ~ S iJ n +eEkre has.;%v~ :_I ( ~- Xr _ ~., vrc °n., -' .-'4x'0.01.._ _._ .... _._r..y~, I~ TREE LEGEND FIFTH A V E SOUTH (a ,y ~: ;; ~ ~ m LAND USE DESIGNATION: R/OS ,~ ~ (~'~ ~~ n~ ® r».m~~q ® Oulf Co~4t=Consulling.lnc. I~„+,..I•.- :a..::.~:, ,,.,...:.,. ...>..,~ e - 'v":°,",'~°w; ~,.u°~° DIMMITT CADILLAC DIMMITT CADILLAC _ 25191 U.S. HWY. 19 NORTH VEH GCl~STp^y+D~y~~A G ~j KING EXPANSION ~-N. 3 ^~n;a: w;e~+=x' CLEARWATER, FLORIDA 33763 tt~~ ~/ v ~~°~~ +t . En'. °E°arr or rtx cw.vns .xoxe ln,no>.ae>v =.x: tnnnl.lw, ~ ~iDT(IZONTAL CONTROL & STRIPING PLAN ~1qn 5 tms. PLANNING DEPARTMENT CITY OF CLEARWATER ORIGINAL ~, lr :°~1~,. J 1 C) U ~ I ~." plMMlli CApILLAC 3X~ ' lJ -~ S?:d:Y N ~ I ,./ ~ NCI.u.. RRdeff: ~ ; o,~ a r,INY o Z i 4i , r `~ ` Z N ~ bf • ' j .... ..... ai/ DWY SNpP i C! j i / ~ Z ::i z F ~t,, vii R I.~s>£39./~,:3._:: - , 1' VIpE Y. ~N ~~ ~~5~ I A::f ~ R( T .~~ ~. . n~ex .ait `~. ~`~~£S tK-s,GNY g~g ~ m ~x3 E~aot~ ~ .3 ~ ~~ .. ,\ bin, ~ ~~;~~.. Y ~ + ~'z xY'1 ;'~>, '~ ~ / /Mfi / r Nxy bo#/_ ,f ,s}// 'Lt..i .!a: "'y ".3'i ._. ... ....... Ei13TINp 6' NIGx ~~ , CENCE <L PIIII2.[) At'Ii.i1UE :iOU'I'fi .. ~.: R ...5::f v:l:::rxu ......~ ADMAY ..au .;ua, et a;51.i:T':~ r roSE~WT (pCC~M ....L. ~. ,:,.. rs .. _ _ .._. Ti{: , ,tmT ~ %~ .-... . ~ ._ " ti. X11 .I n eL i I i ~ ~ 79 ~ ~I ~~'~ .. rA- :_G :/5 ~ j ~n i 1_sa r 2:2 .~ oa,l j I q::e >. '4, ...._... If° of ~I., I' E,. •I-:'j`n _ F I t~)'`t> I _ I I I as I»+ i:< {I •i i 1 ~ I : ~.: . ~ ~\ 'ti ' 1 a:,. {{ q~, i III I t = ~~' .,o-___ ............ ~o ...._......_t r-.__ . t1 1 I Iry'R'e.'~.3ax}so.m it -~ fl)" ..', '"~ .N ~•.I d I ~if! II r . '' :~1b1 ~ B,~ :i, ~~ 'N' 1 nk <4x..1 ° A C.t u>:.. • R NmIDKb VR~ f A16p' ffi1 . ~~ pp.? °~~ T n x, 90. I 1 a' ~; .~ ................. _ - : ,~ __ ~-. i "„~' ~ a I In ~ 11 _ 1 pvPW~ fCHCE tp YP) 1 J I ~mO".. I=OGft'l'II A4'L•:NU$ St}U7 _ ,..a I i..j N<, ,yw anx p 1! ]0 60 SpAI® ~~;' '' 0 U tl ~ Aa ~ ~ i A j f '~ Jj'/ J i.,; 4~.J j ----- rro a ww n 'M'. Eit ,.~ S i i V1 ~ 4RI11Q RIAOIi rlC[ DIRE[11W r• " ~' _ ~.~ r.~ B e ~,. ~ i ,.s I p25 I 9, -. d. •y,~ c ^`L?1 K j ;s 'r. 2Fl /..,~w+, r T 6 t -, I~~ 1~ ~ ~ E391MG LOGS of rAMO1r /Mf ~ ~ ' 6 ~.3>-° . I --~ '- .N - !r: r•.r.. ' ''~^w. _ . s .I.i as P ' ~ C,, e,e F /x I 'y, ~ ~ .' y ' .35, ......~ _ 9 - j ~ f^ ~ MIOMAO [' MW OvAOU[ rU1R / .. ~/ -~lri 0__. ~ ~ _ i V I ~ ~ i ~ r~ST:11fE0 J>a~ I ,{ ~'. w ... .. ._._. -.. _. .. __ .._. _ .._ _ ! ,(~ ( I I _ SILT 3 EEN tTYV> `~ f SN11Ct [l Q/OE ~ S ~ ~ ~ .1 Sal ~ e! !~~' ion .... a .. ~. - "dnDE pN ' S- 11~~yx ... _ ~i.. ' ' w ......._ ~.. } ~._._.__- .. _ - VVrJLLL _` ~ 1. ~ ~ t:,E1~,t ~ nw ? RDUCr` I e . .~> o I ,a~ r^aPOao sor EL[..na ~ p(. , t, A !~~ I j 1 1 1 1. ;~' rov v [.r.t m.a[ ~ i ~ i ~ I : 1 MtOPOi[ 6' Nlril 1=~ j y'~ ~ ~ ~ ` , ~~ 1y ~ mAWE [ENCC <rYP> I I<P 0 w~ Rn ~ , e U' . , ~ ~ °° - I . > RAro1 [vsT. oap[ .:I .:1 ~ I A.I ~> U N;. ::yy > , ~°~ ~,- I "?A'ryr ~/u:~9':: f ,. `~ CWG. ~ (i J,' y_5 ~ i ` 'Na .alJi-; ,., , - ~ YLUNES ~ 'END 0f• CANC iii ' ~ ~. ; y it~, PONb 100 j rL13e¢Ie e' ~ 1 ez c~ i ... ... 1 `2J .1'2 Lt ID 1.\i ~ 1-TI ~ ~ ~ ( ~ ! I ~I " !„x ~'• • ' qcq e D rn 1 T ~ - i SITE LIGHTING TO BE 25' TALL POLES ~ • ,N ~,1e 4 cl . ,r=< r . ;;'. .'.'. ~ e1.. wt ~ " - ~N: e ~ ex +,°t "', TH LOV-GLARE LIGHT FIXTURES WITH .,. -09a ( ."'~ ~ ~ '...:.. '.• • ' _ . oN.. ~[, I . (~'i ~ ~ ~ - / •N., 1 *+' ~ MANUFACTURERS SIpE $HIELDS ON ALL ~: k:.L.1~ ...... I._~,...qt.__ ._._._ .,._~,. .vy.; ~.iQB...~.a09 W_.,my, "' ___ ,.~ --'~"~-~_,.__:._;_- ..._........._..._"_.'. m _ FIXTURES BORDERING PR~ERTY LINES . ~~,rN„ u I V. ,.~[. ITrORA~ SHF1L~ A • -tt'... .. .__ ~- ._33~,... ,':nr::__._..._~ " A 11. ~ ~._ .r , ~. ~ fas ~ VITH LIGHTS ANGLEp/DIRECTED TOVARp$ 4u Ir ;, ,•s '6~~,,p '"I,I.,I 6°~,~ / ,r,r .~,i y `k n., -, _ _ _ m ~ "' ,c coNCr2rE ,ae ~ PARKING AREA. ;sdl ~ ~. > ~ a•= i::a'v- a! c r rLUME :s 'aa _ - PIE`::~,i.''11) •4V "~•,1 °~cuNiROi nRJciw1[ pvERrG v ~.• ~~~~..a::•5~ ~'~?CI.~I• .I,Kr nr2. ' tSEE pETAIL ON SM`CT St ~° T08 f EL 8D61'~ STnKCp 'm.e FIFTH AVE SOUTH '•" ~ ° sar sL'REEn arP) ~uRISDlcrmwL LAND USE DFASIGNATION: R/OS ula <rrP) g.s ~ ~~ I ma +•s DIMMITT CADILLAC .. FI,.,:.::~I.~'n~ 3 ~ TvI~T ~~IIL,L~LC • ~J .~m.'m:.... 25191 U.S.IIWY. 19 NORTH VEHICLE STORAGE PARKING EXPANSION CLEARWATER, FLORIDA 33763 ''EE~~'' ^^ [ 1 NE:am+.,.,°,°Pei:om,11-:.e, Si EL Iv~~,rvTP ~- ,D [ srilo Lwlwrs l' R-Ks PLANNING DEPARTMENT CITY OF CLEARWATER f3ryRp gCi YACEN tam bowl 3[[[R n[ AIn DEIperlpl d nn ORAR [[ST 11/Ng9 Ot0 R[rIW p rroao clo a[crloN NM ROApIAY NIW POwI l/'SO~ ~ NA1m SIi1s14 ROR P4CrIW ! AP[ DIU[tAR S/A ~ r / 3pllUx[ O[vM10N LC ~...~ Ni~011Y [OUNOIRY C7+O v[mo3m wIr vaE 1+) 100.1 [IDSISYD LiOr Cl[VArtal I r r l 'r__ _____ ___p__ __ ' m.. rxn r.,a p ~~ ~ . p ~ p C I tln.v: ///\\\~\~?0 E-- -- - ((nags .n.~.::i a) rs.ortrz us ~,YM Ra%E sum PAa .MU i'w'i.'~.w./,ab.Y I,~ ~.~.h..,...M.l~..__r er F`"w^v~r r"` ti .nw~M ~~ Aews .. ~) 1'"w .Y `w)s~i.Mp r.waurl taw MA.. - f y~ ~ w.w..r rr w.. mw ws r.+w•. PLAN "0`),w .. H«'onn r-r...M~r..:.^. x r as '~"" r. w u: ~ o:l:":'.'r~r..: b" ..e"". .YNr...nN. ~w~>rR.m ....e.. wM wir::iM....., .....~., .... ., ...... ^..... M.. ~^. aw.o-..,, 1. aAin~ iµim ~H u ~ ns~inrun'~evN`~i..q. MWw`,1'ilW :~.`~ r'.rui.a':.:~ .` n .~ne.al^~~i:o`r~ii mr w~w.••• ••• ». xMM~. ~.~ba..Mn.~.._.,;~M„P.~.~ ~. nr R ss)s`~i rm mw ,, ~ ierwl t s-ww l,s,a ATUa.NC nr- gEr rElras _~ J ~` ~~ ~~.. ~ - I ~aor I ~~r sun ruu r hn' rw .. enn EN Lo• aB La' .sdo ., B- n m,.~ ry., ELEVATION ~ R' MADE pRA1NAGE H.T.£ SWALE (SEE PLAN) • R.w . An pn.e. N• praP eta wN.t t-It l 2Rl Ve 1-1/2'R [erlrp Surfer[ ~ 2 YR N Suriece d C :1F .~:` e .. _: Tb f' `'=~:s~:::i/i•n`' Bose Best/ ~j:;;:;::.~:.-:::I :1~::~. a _ - 'f:'::y ..Cbnpactrd .~. .6.. .'iii..-.. ~~COn0eetetl ...:. ~. ~ - sMborm.... .....~....... - - - - -syeB*en N[ITE~vn tea on hlen she or rbaa.ars. me s elope or the D.rte[r thxn hatch the STRAIGHT CURB r%e br th[ a inesiNCwr°~.tr of the lip`siwn e.`imwti u 06' Vertklr Eurbl NTS ptherelty sheen on plans. TYPE I CURB ~• b Hrs ' Bach of Cur Npi pS~ Cpnt tructbn SY^^e<rlcol l~eteren shell pee 1/2' reel pht About prlvs.oY C ~ ecN of r b b"' hhl bi E re a In rut a s al ]000 ps. tars V~orMp flher Hush rNnforcMp Cue - S race 3' TRANSITION AT DRIVES Hrs 19i 13' PARR NC PARNNO - ss•rB 6llWE (rYP.) ^ SIOP 1 iN. )a SLOPE (lYP') E(T)P.) x htoPE( ) A-vr A~wLMr m,arw rnPr[I arnw t lP<,op~ ,Q - r.[[ o<..n LeM.om RCRACE lNEROOA 9AEE wm e• saL abwr. oBB A.p~ro l_,BR_lRmol r tr.e,Ir.aoM _ LMl eR RA . aNR®MoNpwR n.Bloel TYPICAL PAVEMENT SECTION - INVERTED CROWN N.i.£ e 500 0 MAEAS !• r' S/w 3' I yql EB, rExCE 1133 (i0 REMAIN) fib' [R CNAV)ANDUA l~ [ •ENUE -I I [-1/!'.as ~ ER pAx ,~I SHEEN T- , t; j DES w L- -r aROUxo (irP.)J C I rp MAlw ~~ -"' 1~>-•-. ~-- r-vs• -I a nr ~ny~~NO. I/ Ea flOApBIDC 'rPtM e' w0E SlOEWAIR SwA1E T7PE A (e' TIIa(. ],000 P.S.I. CONCRETE WHEEL STOP DETAIL CROSS-SENTION R-R TS LANDSCAPE BUR R I `9' BDO Sx 32 OlA 3a IF 1 (') 1 o= vAm[a 1 Z i Bg ~m ~AgIE RNOE I~ 3. ~rrNEo `/ E/P SCA[CN EOKWND (Tm.l CROSS-SECTION Nis (•)RE(ilAOE SOD S-S ox oslURem ARCAS xplCB nw~ ~:. wIM is nl: `"set .r.. •p eASO pr OR.l on: e..wH CROSS-SECTION pUTFALL CONTROL FDDT TYPE o IInEr ("roamed) STRUCTURE N.1.5. S SOD ur)aru SHEti AREA E/p (SEE PLAHIWD Nat p SOnEDUI[ BELOW) ---_ FL Ba.a -- -_-~ .: EL 9A.0 3.a VERTR'AL CUNB r-M --t `' ~ i N ! h IWE o aN~. me r . v.• B. . B.. ~-v.• . am Nr~s, M.pnl no ua r~~ M"~ n . ORIFICE DETAIL ' r,E:nAHO eurrER (MHERE APPLICABLE) 3' MDE roe o ea ~i ~"~ n ~ M SGNEEN ~I lnep.o ... _.Emr. l '~-_.._ cROUrm Irm.)J j RETENTION AREA CROSS-SECTIpNH.r.a FONH 1'b 1R0 BHSe19AtlIRANIINC SaR.D11L6 can ceepam N,me L.., o.c BM. e] AvrwY ow BmRwxrrcd Bdlnd~ 960-BB.)' B60' l' ]' BR -R 100 100 DoYaun nJemm Msidmene 660'-8).!' ]' HR 100 IbYAMmrasv <twehveed B3.l-61.]' )' HB 100 Yloialar h APM,fiod _B1.1=8t0' )' HR 100 iaTALp Rw li RB.p" HR >D avl NOTES:; pA=hse rml i.gsl. epev,lml roof bill ass, f1.C = m~a•e plwsmB smlp,. aIM1V=90.l0'rvOVp. Uuv,l SbdfA,n ~tB!!N HVL ! vvAMS •A• CDN[RET[ e U_L 6' 1' 6' 6.6-s10 V.V.N 6• roE i0O)ER I 1 7* rte.-.-1 CROSS S TION A-A N.LS OHI(Coaal Conaulfing, lnc. 'rcaprrr"~B~ :::Mr hl I>C p~ i~ r tj-" ,mow ...r~~~~ „°.°e„"~"~`~:.N,.m:r DIMMITT CADILLAC ~`~ tJ..dIMMkPT~GADIL A~ _ _ v..AluwH 25191 U.S. HWY. 19 NORTH VEHI LE TORAGE PARKING EXPANSION $ nu,corw^w CLEARWATER, FLORIDA 33763 CONSTRUCTION DETAILS 'r'>"'"alnii~'.`o o"h ) 1 BEV. Pa ERr v aweo t rs nroNB: n:nlol-lblo PASgnn of-IARI -- _ .~ nnn! ^..........._.__ ...~ G CRASS-SECTION D-D xrs PLANNING DEPARTMENT CITY OF CLEARWATER Richard Dimmitt - -~------_ Dimmitt Cadillac ~ -.~~ ' ~ , ~ i ~ IIrII `~~,~ ~ ! 25191 US 19North~~~~~~~U~-.u~ ~~ Clearwater, Florida F33763 ~ , r. RIU'IiV/"i~ RE: Tree Assess eflt~,„~ October 11, 2004 ~ _~____~___J PLANNING £~ C`rVELOPMEN7 ~ Dear Mr. Dimmitt: sERVICES CITY OF CLE,~RWATER ENGAGEMENT As you requested, I have completed my assessment of the referenced property. ASSIGNMENT My assignment was to assess all trees as outlined by Gulf Coast Engineering, Inc. and to the tree code requirements of the City of Clearwater. My assignment also included placing a permanently numbered tag into each tree, annotating the tag numbers of these subject trees onto a provided survey, and submitting my opinion in a written report. SUMMARY OPINION Tree tag numbers begin with # 601 and run sequentially to # 781. Tag numbers 678, 700, and 701 were not used. You will find a line item listing of the subject trees and their respective grades included in this report. Some trees which were not previously listed were added to the survey. CITY OF CLEARWATER TREE RATING SYSTEM 0 Dead, require removal _ 1 Poor (nearly dead, hazardous), require removal 2 Below Average (declining, diseased, poor structure, potential hazard), require removal. 3 Average (worthy of preservation but has some minor problems, minor decline, tip die-back, minor inclusion) problems can be corrected. 4 Above Average (rather healthy tree with very minor problems) 5 Outstanding (very healthy) 6 Specimen (unique in size, age, exceptional quality) 1015 Michigan Avenue • Palm Hazbor, FL 34683 • (727) 786-8128 • (727) 789-1697 Fax • ORIGINAL Dimmitt Tree Assessment October 11, 2004 Author: Joseph R. Samnik Certified Arboris>; #SO-0408 Certified -Bureau of Entomology, #7774 Page 2 Trees rated Q-2 should be removed because they pose a hazard, no replacement required, trees rated 3 are worthy of preservation but could be sacrificed to a11ow additional preservation requirements for trees rated 4-6, trees rated 4-5 should receive most of the attention for preservation. Great efforts must be made to preserve these trees, and trees rated 6 (very rarely used) are trees that cannot be removed. I affirm that my opinions have been made in total good faith, based on the facts presented during my inspection, with no coercion from others. I further affirm that I have no interest with the parties or people involved with this issue nor any interest with regard to the outcome. Please advise if I may be of further assistance to you in this matter. Sincerely, ~~~~~ri~~ Joseph R. Samnik JRS/abh StGN,~Q A Ol© DELAY CS ~~~~ ~~ ~~ - ~ i ~'~ANN!N ~ P, ~ ~~,~F( C)PMEN7 SE RViCES rIN OF CIE,aRWA?~ r~ k'. • ;~ i U~ i V tai L DIMMITT CADILLAC • Author: Joseph R. Samnik Date: October 17, 2004 TAG # COMMON NAME BOTANICAL NAME SIZE CONDITION 601 SAND PINE PINUS CLAUSA 7" DIA 3 602 SAND PINE PINUS CLAUSA 9" DIA - 3 603 WATER OAK QUERCUS NIGRA 5" DIA 3 604 LAUREL OAK QUERCUS LAURIFOLIA 5" DIA 1 605 SLASH PINE PINUS ELLIOTTII 14" DIA 2 606 SAND PINE PINUS CLAUSA 10" DIA 2 607 SAND PINE PINUS CLAUSA 15" DIA 2 608 SLASH PINE PINUS ELLIOTTiI 13" DIA 3 _ 609 SLASH PINE PINUS ELL10777/ 16" DIA 1 610 SAND PINE PINUS CLAUSA 8" DIA 2 611 SAND PINE PINUS CLAUSA 11" DIA 2 612 SAND PINE PINUS CLAUSA 11" DIA 2 613 . SAND PINE PINUS CLAUSA 11" DIA 3 614 SAND PINE PINUS CLAUSA 15" DIA 2 615 SAND PINE PINUS CLAUSA 13" DIA 1 616 SLASH PINE PINUS ELLI07?ll 12" DIA 3 617 SAND PINE PINUS CLAUSA 10" DIA 2 618 SAND PINE PINUS CLAUSA 9" DIA 3 619 SAND PINE PINUS CLAUSA 16" DIA 3 620 SLASH PINE PINUS ELLIOTTI! 9" DIA 3 621 LIVE OAK QUERCUS VIRGINIANA 5", 6"DIA 2 622 SAND PINE PINUS CLAUSA 9"DIA 3 623 SAND PINE PINUS CLAUSA 10" DIA 3 624 SAND PINE PINUS CLAUSA 5" DIA 3 625 SAND PINE PINUS CLAUSA 10" DIA 3 626 LIVE OAK QUERCUS VIRGINIANA 7" DIA 1 627 LIVE OAK QUERCUS VIRGINIANA 4" DIA - 628 LIVE OAK QUERCUS VIRGINIANA 5" DIA - 3 629 SAND PINE PINUS CLAUSA 6" DIA `~'---~---- ~ 3 630 SLASH PINE PINUS ELLIOTTII 18" DIA 11J ~ 3 631 SAND PINE PINUS CLAUSA 7" DIA ~~, o `~ ~ 3 632 SAND PINE PINUS CLAUSA 9" DIA ~ `~ - ~ cv w ~ ~ 3 633 SAND PINE PINUS CLAUSA 9" DIA r i ~ ~ ~ ' ( cj ,:~ ~ 3 634 SAND PINE PINUS CLAUSA 12" DIA ~ ~ `~ '= ~ ~ 3 635 SAND PINE PINUS CLAUSA 9" DIA ~ ' ~ 3 636 SAND PINE PWUS CLAUSA 20" DIA ~ ~ 3 637 SAND PINE PINUS CLAUSA 13" DIA 3 638 SLASH PINE PINUS ELLIOTTJI 15" DIA 3 639 SAND PINE PINUS CLAUSA _ 9" DIA ~ 3 640 SLASH PINE PINUS ELLlOT171 14" DIA 3 641 SAND PINE PINUS CLAUSA 4" DIA 3 642 LIVE OAK QUERCUS VIRGINIANA 7" DIA 3 643 LIVE OAK QUERCUS VIRGINIANA 7" DIA 3 644 LIVE OAK QUERCUS VIRGINIANA 7" DIA 3 645 LIVE OAK QUERCUS VIRGINIANA 7" DIA 3 646 SLASH PINE PINUS ELLIOTTI! 20" DIA 3 647 SAND PINE PINUS CLAUSA 6" DIA 3 648 SLASH PINE PINUS ELLI0TTI1 14" DIA 3 649 SAND PINE PINUS CLAUSA 5" DIA 3 Page 1 ORIGII~~L • DIMMITT CADILLAC Author: Joseph R. Samnik Date: October 1 ~, 2004 TAG # COMMON NAME BOTANICAL NAME SIZE CONDITION 650 SLASH PINE PINUS ELLIOTTII ~ 14" DIA 3 651 SLASH PINE PINUS ELLIOTTII 13" DIA - 3 652 SAND PINE PINUS CLAUSA 5" DIA 2 653 SLASH PINE PINUS ELLIOTTI! 20" DIA 3 654 LIVE OAK QUERCUS VIRGINIANA 7" DIA 2 655 SAND PINE PINUS CLAUSA 11" DIA 3 656 SAND PINE PINUS CLAUSA 13" DIA 0 657 SAND PINE PINUS CLAUSA 15" DIA 0 658 SAND PINE PINUS CLAUSA 14" DIA 3 659 SLASH PINE PINUS ELLIOTTII 15" DIA 3 660 SAND PINE PINUS CLAUSA 12" DIA 3 661 SLASH PINE PINUS ELLIOTTII 15" DIA 3 662 SAND PINE PINUS CLAUSA 12" DIA 3 663 SAND PINE PINUS CLAUSA 11" DIA 2 664 SAND PINE PINUS CLAUSA 7" DIA 3 665 SAND PINE PINUS CLAUSA 14" DIA 2 666 SAND PINE PINUS CLAUSA 12" DIA 3 667 SAND PINE PINUS CLAUSA 9" DIA 3 668 SAND PINE PINUS CLAUSA 8" DIA 2 669 SAND PINE PINUS CLAUSA 9" DIA 3 670 SLASH PINE PINUS ELLIOTTII 13" DIA 2 671 SLASH PINE PINUS ELLIOTTII 10" DIA 3 672 SLASH PINE PINUS ELLIOTTII 12" DIA 3 673 LAUREL OAK QUERCUS LAURIFOLIA 11" DIA 1 674 LAUREL OAK QUERCUS LAURIFOLIA 9" DIA 3 675 HONG KONG ORCHID BAUHINIA BLAKEANA 7", 7", 5", 7", 5", 4", 7" DIA 2 676 LIVE OAK QUERCUS VIRGINIANA 18" DIA 3 677 SLASH PINE PINUS ELLIOTTII 14" DIA 3 678 TAG NOT USED 679 SLASH PINE PINUS ELLIOTTII 6" DIA 3 680 SLASH PINE PINUS ELLIOTTII 8" DIA 0 68'I SAND PINE PINUS CLAUSA 14" DIA 3 682 LAUREL OAK QUERCUS LAURIFOLIA 12" DIA - w 3 683 SLASH PINE PINUS ELLIOTTII 13" DIA a ~ 3 684 SLASH PINE PINUS ELL107711 11" DIA ~ ~ 3 685 SAND PINE PINUS CLAUSA 15" DIA ` ~ > u; ~ ~ 3 686 RED MAPLE ACER RUBRUM 19" DIA ;.,~, G ? .-~ 2 687 SLASH PINE PINUS ELLIOTTII 7" DIA ~ ,~ °n !~ ,~ ( 3 688 SLASH PINE PINUS ELLIOTTII _ 9" DIA ~ ~C._ -~~ ( ", i ? ' ~ ~ 3 689 SLASH PINE PINUS ELLIOTTII 10" DIA ~ 0 r~ (~ I I z ~ ~ 3 690 SLASH PINE PINUS ELL/OTTII 7" DIA ! ~ ,,__~ ~~ _ -' ~ 13 691 SLASH PINE PINUS ELLIOTTII 7" DIA :-~"~ ` '~"~"+' 2 692 SLASH PINE PINUS ELLIOTTII 9" DIA ~ . _ 2 693 SLASH PINE PINUS ELLIOTTII 9" DIA - "- "= - 3 694 SLASH PINE PINUS ELLIOTTII 8" DIA 2 695 SLASH PINE PINUS ELLIOTT/1 6" DIA ~ 2 696 SLASH PINE PINUS ELLIOTTII 8" DIA 0 697 SLASH PINE PINUS ELLIOTTII 10" DIA 0 698 SLASH PINE PINUS ELLIOTTI! 9" DIA 3 Page 2 • ORIGINAL • DIMMITT CADILLAC Author: Joseph R. Samnik Date: October 77, 2004 TAG # COMMON NAME BOTANICAL NAME SIZE CONDITION 699 SLASH PINE PINUS ELLIOTTII 8" DIA 3 700 TAG NOT USED 701 TAG NOT USED 702 SLASH PINE PINUS ELL10TTll 6" DIA 2 703 SLASH PINE PINUS ELLIOTTII 10" DIA 3 704 SLASH PINE PINUS ELLIOTTII 12" DIA 2 705 SLASH PINE PINUS ELLIOTTiI 9" DIA 3 706 SLASH PINE PINUS ELLIOTTII 9" DIA 3 707 SLASH PINE PINUS ELLIOTTII 9" DIA 2 708 SLASH PINE PINUS ELL10TTll 6" DIA 3 709 SLASH PINE PINUS ELLIOTTII 9" DIA 2 710 SLASH PINE PINUS ELLIOTTII 13" DIA 3 711 SLASH PINE PINUS ELLIOTTII 8" DIA 2 712 SLASH PINE PINUS ELLIOTTl1 7" DIA 2 713 SLASH PINE PINUS ELLIOTTII 10" DIA 2 714 SLASH PINE PINUS ELLIOTTII 14" DIA 3 715 ~ SLASH PINE PINUS ELLIOTTII 13" DIA 2 716 SLASH PINE PINUS ELLIOTTII 7" DIA 2 717 SLASH PINE PINUS ELLIOTTII 9" DIA 3 718 SLASH PINE PINUS ELLIOTTII 12" DIA 0 719 SLASH PINE PINUS ELLIOTTl1 7" DIA 1 720 SLASH PINE PINUS ELLI0TTI1 11" DIA 3 721 LIVE OAK QUERCUS VIRGINIANA 5" DIA 3 722 SLASH PINE PINUS ELLIOTTII 9" DIA 3 723 SLASH PINE PINUS ELLIOTTII 10" DIA 3 724 SLASH PINE PINUS ELLIOTTII 15" DIA 2 725 SLASH PINE PINUS EL.LIOTTII 9" DIA 2 726 SLASH PINE PINUS ELLIOTTII 8" DIA 2 727 SLASH PINE PINUS ELLIOTTII 9" DIA 2 728 JACARANDA JACARANDA MIMOSIFOLIA 9" DIA 3 729 SLASH PINE PINUS ELLIOTTII 12" DIA ~ _- __ 3 730 SLASH PINE PINUS ELLI0TTI1 10" DIA ~ ~ 3 731 SLASH PINE PINUS ELL10TT1! 10" DIA ` 3 732 SLASH PINE PINUS ELLIOTTII 9" DIA Z 2 733 SLASH PINE PINUS ELLIOTTII 7", 5" DIA ~ ~ w ~ 2 734 SLASH PINE PINUS ELLIOTTII 9", 5" DIA a ~ Q ~ 2 735 SLASH PINE PINUS ELLIOTTII 9" DIA ~ ~-~ ~' ~ w ~ 3 736 SLASH PINE PINUS ELLIOTTII 8" DIA ~ ° ~ ~ o > ~ 2 737 SLASH PINE PINUS ELLIOTTN - 10" DIA ( !-~ ~ -~1 °~ w ,~ ~2 738 SLASH PINE PINUS ELLIOTTII 9" DIA ~ (' ~-? ~ z v ~ ~3 739 SLASH PINE PINUS ELLIOTTII 8" DIA ~~n I ~ z ~= 3 740 SLASH PINE PINUS ELLIOTTII 11" DIA C ~" ` '~ t a,-~ ~ '3 741 SLASH PINE PINUS ELLIOTTII 8" DIA / ~~--,.'~ "- 2 742 SLASH PINE PINUS ELLIOTTII 11" DIA ~ ~ ~,-_ ~ 3 743 SLASH PINE PINUS ELLIOTTII 12" DIA ~~ - ---3 744 SLASH PINE PINUS ELLIOTTlI 10" DIA 3 745 SLASH PINE PINUS ELL10TT11 16" DIA 3 746 SLASH PINE PINUS ELLIOTTII 11"DIA 3 747 SLASH PINE PINUS ELLIOTTII 14" DIA 3 Page 3 (~ (~ II ~,) ; ~ i G ~ ~11 ~ LDIMMITT CADILLAC Author: Joseph R. Samnik Date: October 71, 2004 TAG # COMMON NAME BOTANICAL NAME SIZE CONDITION 748 LIVE OAK QUERCUS VIRGINIANA 8" DIA 3 749 SAND PINE PINUS CLAUSA 7" DIA 3 750 LIVE OAK QUERCUS VIRGINIANA 13" DIA 3 751 LIVE OAK QUERCUS VIRGINIANA 12" DIA 3 752 LIVE OAK QUERCUS VIRGINIANA 7" DIA 2 753 LIVE OAK QUERCUS VIRGINIANA 6" DIA 2 754 LIVE OAK QUERCUS VIRGINIANA 12" DIA 2 755 LIVE OAK QUERCUS VIRGINIANA 12" DIA 3 756 LIVE OAK QUERCUS VIRGINIANA 9" DIA 3 757 SLASH PINE PINUS ELLIOTTN 8" DIA 3 758 LAUREL OAK QUERCUS LAURIFOLIA 8" DIA 3 759 LAUREL OAK QUERCUS LAURIFOLIA 8" DIA , 3 760 SLASH PINE PINUS ELLIOTTII 6" DIA 3 761 SAND PINE PINUS CLAUSA 10" DIA 2 762 LIVE OAK QUERCUS VIRGINIANA 6", 6" DIA 2 763 LAUREL OAK QUERCUS LAURIFOLIA 7" DIA 3 764 LAUREL OAK QUERCUS LAURIFOLIA 16" DIA 3 765 LAUREL OAK QUERCUS LAURIFOLIA 7" DIA 3 766 LAUREL OAK QUERCUS LAURlFOLIA 7" DIA 2 767 LAUREL OAK QUERCUS LAURIFOLIA 6" DIA 2 768 LAUREL OAK QUERCUS LAURIFOLIA 5" DIA 2 769 SLASH PINE PINUS ELL10TT11 10" DIA 3 770 LAUREL OAK QUERCUS LAURIFOLIA 6" DIA 2 771 LIVE OAK QUERCUS VIRGINIANA 6" DIA 2 772 LIVE OAK QUERCUS VIRGINIANA 7" DIA 2 773 LAUREL OAK QUERCUS LAURIFOLIA 8" DIA 3 774 LIVE OAK QUERCUS VIRGINIANA 8" DIA 2 775 LAUREL OAK QUERCUS LAURIFOLIA 5" DIA 3 776 LAUREL OAK QUERCUS LAURIFOLIA 7" DIA 3 777 LAUREL OAK QUERCUS LAURIFOLIA 6" DIA 2 778 LAUREL OAK QUERCUS LAURIFOLIA 12" DIA 3 779 LAUREL OAK QUERCUS LAURIFOLIA 8" DIA 3 780 RED MAPLE ACER RUBRUM 10", 10", 6", 9" DIA 3 781 SLASH PINE PINUS ELLlOTTII 10" DIA 2 OFF PROPERTY 1 LIVE OAK QUERCUS V1RG1NlANA 13" DiA 3 2 LAUREL OAK QUERCUS LAURIFOLIA 7", 7" DIA 2 r C1",f D~I~ZS~J PLANNING & P:'~V(;LOPMENT SERVICES CITY OF CLEaRWATER Page 4 • Gulf Coast Consulting, Inc. Laud Development Consulting .Engineering .Planning .Transportation .Permitting ICOT Center 13825 ICOT Boulevard, Suite 605 Clearwater, FL 33760 Phone: (727)524-1818 Fax: (727)524-6090 ~ ~ ~ ~~ `,f _ S ~ i ~ ~ ~, ! ~ fJ '' ~ ~ - I I ., , I , \. , ~= U u ~ J - - ~ .; 1. _ ~_~ PLANrvlyd F '.- . ,~,.,` :.rPrv1~NT Jr ~l . CI"iY OF Ct__ ' ~ /`JATER September 24, 2004 Ms. Alba Mas, P.E: Southwest Florida Water Management District 7601 Highway 301 North Tampa, Florida 33637 Re: Dimmitt Cadillac Vehicle Parking Expansion Pinellas County, Florida Dear Ms. Mas: Enclosed for your review and approval are the following: 6tAt~40~~ 1. Four (4) sets of Construction Plans. 2: Four (4) copies of the Master Drainage Report 3, Four (4) copies of the current aerial photos within the Master Drainage Report. 4. Four (4) copies of the Geotechnical Report within the Master Drainage Report. 5. Four (4) copies of Sections A and Section C of the ERP Application. 6. Four (4) copies of the Warranty Deed ' 7. Two (2) copies of the Boundary Survey 8. A check in the amount of $ 800,00 for the review fee. Please call me if you have any questions or need any additional information to facilitate your review and approval of this Surface Water Management Permi#. Cin~crcl., C: Richard Dimmitt, Dimmitt Cadillac (w/encl-submittal copy) Sean P. Cashen, P.E. Principal ,CHECK CONTROL NO. LARF MITT CADILLAC, INC. 95589 SSUED BY: CLOUGHSEY, PAT CLEt,rt~/ATER, FLORIDA 33763 PAGE 1 JNVOtCE INUQ~CE PURCHASE '' QISCOEJ~3T! N'ET COMMER1TlV.l.N. ARJiflUNT /~M4UI~IT STOi;K NO. aaTl= ` DI~pER Na. Aceourvr NO. 083004 PERMIT REVIE FEE 800.00 95589 20200 -800.00 PL 28101 800.00 TOTALI 202001 _ 800.001 DETACH .CT PERFORATION BEFORE DEPOSITING CHECK AREA II.09 5 58911' ~:~ S 3 ~0 7989: 4~0 1~~~ ~ o,. REMITTANCE ADVICE • • FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION/ WATER MANAGEMENT DISTRICTS/ U.S. ARMY CORPS OF ENGINEERS JOINT APPLICATION FOR ENVIRONMENTAL RESOURCE PERMIT/ AUTHORIZATION TO USE STATE OWNED SUBMERGED LANDS/ FEDERAL DREDGE AND FILL PERMIT 9 \\ \~~ FORM 547.27/ERP (8-94) Rule 40D-1.659, F.A.C. • ENVIRONMENTAL RESOURCE PERMIT APPLICATION SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT • Z:i7y t3KUAU S I Ktt I • tSKUUKJVILLt, t-L :i4gUy-b25yy (904) 796-7211 OR FLORIDA WATS 1 (800) 423-1476 FaR AGENCY'USEONLY . ., i j ACOE Acplicatior, r __ ~EP/WMD Application ~ ___ Dane' Received ~ _ _ _ date Received ~ ~ ____ Proposed Projectl_atifude ~ ~ ` =eeReceiveii $` -- ; Proposed PrajectLorigitude x =ee=Recelp4#_ _ .___ SECTION A PART 1: Are any of the activities described in this application proposed to occur in, on, or over wetlands or other surface waters? ~ yes ^ no Is this application being filed by or on behalf of an entity eligible for a fee reduction? ^ yes Ono PART 2: A. Type of Environmental Resource Permit Requested (check at least one) ^ Noticed General -include information requested in Section B. ^ Standard General (single family dwelling)-include information requested in Sections C and D. ^x Standard General (all other projects) -include information requested in Sections C and E. ^ Standard General (minor systems) -include information requested in Sections C and H. ^ Standard General (borrow pits) -include information requested in Sections C and I. ^ Individual (single family dwelling) -include information requested in Sections C and D. ^ Individual (all other projects) -include information requested in Sections C and E. ^ Individual (borrow pits) -include information requested in Sections C and I. ^ Conceptual -include information requested in Sections C and E. ^ Mitigation Bank (constructPonl -include information requested in Section C and F. (If the proposed mitigation bank involves the construction of a surface water management system requiring another permit listed above, check the appropriate box and submit the information requested by the applicable section.) ^ Mitigation Bank (conceptual- -include information requested in Section C and F. B. Type of activity for which you are applying (check at least one) ~ Construction or operation of a new system, including dredging or filling in, on or over wetlands and other surface waters. (lf reapplying for an expired, denied or withdrawn permit/ application, please provide previous permit # .) ^ Alteration or operation of an existing system which was not previously permitted by SWFWMD or DEP. ^ Modification of a system previously permitted by SWFWMD or DEP. Provide previous permit # and check applicable modification type. ^ Alteration of a system ^ Extension of permit duration ^ Abandonment of a system ^ Construction of additional phases of a system ^ Removal of a system C. Are you requesting authorization to use State Owned Submerged Lands. ^ yes x^ no If yes, include the information requested in Section G. D. For activities in, on or over wetlands or other surface waters, check type of federal dredge and fill permit requested: ^ Individual ^ Programmatic General ^ General ^ Nationwide ®Not Applicable E. Are you claiming to qualify for an exemption? ^yes ©no If yes, provide rule number if known FORM 547.27/ERP{8-94)A Page 1 Of 5 • • PART 3: A. OWNER(S) OF LAND B. APPLICANT (IF OTHER THAN OWNER) NAME NAME COMPANY AND TITLE COMPANY AND TITLE LaSalle Realty LLC ADDRESS ADDRESS 25191 U.S. Highway 19 North CITY, STATE, ZIP CITY, STATE, ZIP Clearwater, Florida 33763 TELEPHONE (727) 797-7070 TELEPHONE ( ) FAX (727) 726-0861 FAX ( ) C. AGENT AUTHORIZED TO SECURE PERMIT (IF AN D. CONSULTANT (IF DIFFERENT FROM AGENT) AGENT IS USED) . NAME NAME Sean P. Cashen, P.E. COMPANY AND TITLE COMPANY AND TITLE Gulf Coast Consulting, Inc. ADDRESS ADDRESS 13630 58"' Street North, Suite 110 CITY, STATE, ZIP CITY, STATE, ZIP Clearwater, Florida 33760 TELEPHONE ( ) TELEPHONE (727) 524-1818 FAX ( ) FAX (727) 524-6090 PART 4: PROJECT INFORMATION A. Name of project, including phase if applicable: Dimmitt Cadillac Vehicle Parking Expansion B. Is this application for part of a multi-phase project? ^ yes ~ no C. Total applicant-owned area contiguous to the project: Approx. 12.0 acres D. Total project area for which a permit is sought: 4.28 acres E. Total impervious area for which a permit is sought: 2.59 acres F. Total area (metric equivalent for federally funded projects) of work in, on, or over wetlands or other surface waters: acres or square feet (-hectares or square meters) N/A G. Total number of new boat slips proposed: N/A FORM 547.27/ERP(8-94)A Page 2 of 5 • PART 5; PROJECT LOCATION (use additional sheets, if needed) County(ies) Pinellas Section(s) 32 Township 2ss Range 16E Section(s) Township Range Land Grant name, if applicable: Tax Parcel Identification Number: Parcel ID #: 32/28/16/14922/036/0010; 32/28/16/14920/035/0010; 32/28/16/14920/035/0240 Street address, road, or other location: 25191 US 19 North Clearwater FL 33763 City, Zip Code, if applicable Clearwater, Florida 33763 PART 6: DESCRIBE IN GENERAL TERMS THE PROPOSED PROJECT, SYSTEM, OR ACTIVITY. Proposed vehicle parking area expansion area within 4.68 acre site lying adjacent to and east of the Dimmitt Cadillac dealership in Clearwater, Florida. The approximate 4.28 acre property is located west of Chautauqua Avenue, south of 3rd Avenue South and approximately 1200 feet east of U.S. Highway 19 North in Pinellas County, Florida within Section 32, Township 285, Range 16E. The site topography slopes from elevation 91 to elevation 87, draining from north to south to an existing depressional area and drainage ditch system that eventually discharges to Alligator Creek. FORM 547.27/ERP(8-94)A Page 3 of 5 r: CJ PART 7: A. If there have been any pre-application meetings for the proposed project, with regulatory staff, please list the date(s), location(s), and names of key staff and project representatives. Date(s) Location(s) Names B. Please identify by number any MSSW/WRM (dredge & fill)/ERP/ACOE permits or applications pending, issued or denied and any related enforcement actions at the proposed project site. N/A Agency Date Number/ Type Action Taken C. Note:The following information is required for projects proposed to occur in, on or over wetlands that need a federal dredge and fill permit and/or authorization to use state owned submerged lands. Please provide the names, addresses and zip codes of property owners whose property directly adjoins the project (excluding applicant) and/or is located within a 500 foot radius of the project boundary (for proprietary authorizations, if any). Please provide a drawing identifying each owner and adjoining property lines. (Use additional sheets, if needed). N/A 1. 2. 3. 4. 5. 6. FORM 547.27/ERP(8-94)A Page 4 Of rJ • • PART 8: A. By signing this application form, I am applying, or I am applying on behalf of the owner or applicant, for the permit and/or proprietary authorizations identified above, according to the supporting data and other incidental information filed with this application. I am familiar with the information contained in this application, and represent that such information is true complete and accurate. I understand that knowingly making any false statement or representation in the application is a violation of Section 373.430, F.S. and 18 U.S.C. Section 1001. I understand this is an application and not a permit and work prior to approval is a violation. I understand that this application and any permit or proprietary authorization issued pursuant thereto, does not relieve me of any obligation for obtaining any other required federal, state, water management district or local permit prior to commencement of construction. I agree, or I agree on behalf of the owner or applicant, to operate and maintain the permitted system unless the permitting agency authorizes transfer of the permit to a responsible operation entity. Richard Dimmitt CEO. LaSalle Realty LLC Typed/Printed Na er, Applic t or Agent Corporate Ti e, if ap livable i ner, Applicant orr Aa`en_t~ Date B. AN AGENT MAY SIGN ABOVE ONLY IF THE FOLLOWING IS COMPLETED: I hereby designate and authorize the agent listed above to act on my behalf, or on behalf of my corporation, as the agent in the processing of this application for the permit and/or proprietary authorization indicated above; and to famish, on request, supplemental information in support of the application. In addition, I authorize the above-listed agent to bind me, or my corporation, to perform any requirement which may be necessary to procure the permit or authorization indicated above. Typed/Printed Name of Owner or Applicant. Corporate Title, if applicable Signature of Owner or Applicant Date C. PERSON AUTHORIZING ACCESS TO THE PROPERTY MUST COMPLETE THE FOLLOWING: I either own the property described in this application or I have legal authority to allow access to the property, and I consent, after receiving prior notification, to any site visit on the property by agents or personnel from the Department of Environmental Protection, the Southwest Florida Water Management District and the U.S. Army Corps of Engineers necessary for the review and inspection of the proposed project specified in this application. I authorize these agents or personnel to enter the property as many times as may be necessary to make such review and inspection. Further, I agree to provide entry to the project site for such agents or personnel to monitor authorized work if a permit is granted. Richard Dimmitt Typed/Printed e f are CEO, LaSalle Realty LLC Corporate Title, if applicable ~~~.~/D~ Date D. I certify that the engineering features of this surface water management system have been designed by me or under my responsible charge and in my professional opinion conform with sound engineerin d all appligble rules and specifications. I further agree that I or my engineering fi_nn will fumis plic ~ i e with a set of guidelines and schedules for maintenance and operation of the surface w na e Sean P. Cashen. P.E., No 42505 By: Name (please type) FL P.E. No. i re o ngineer of Record Gulf Coast Consulting Inc. Company Name 13825 Icot Boulevard. Suite 605 Company Address Clearwater. Florida 33760 City, State, Zp •AF IX SEAL Date: Phone: (727) 524-1818 FORM 547.27/ERP(8-s4)A Page 5 Of 5 • ORIGWA~ PLANNING DEPARTMENT CITY OF CLEARiNATER Gulf Coast Consulting, Inc. • • DRAINAGE DESIGN REPORT FOR: Dimmitt Cadillac Vehicle Parking Expansion Site CLIENT: Dimmitt Cadillac 25191 US 19 North Clearwater, FL 33763 Phone : (727) 797-7070 SUBMITTED TO: ORIGINAL City of Clearwater Southwest Florida Water Management District PREPARED BY: Gulf Coast Consulting, Inc. 13825 ICOT Boulevard Suite 605 Clearwater, Florida 33760 Ph: (727) 524-1818 September 2004 Revised December 2004 GCC PROJECT No. 04-041 M~~~ N ~~ .,. g , • , ~~~ ,n~ ~ f - v ~ tY ~r ti P. a~Yien;'~'.E. t.-~ r. ncipal r • • QE~l~~~f~L Table of Contents ' Part A -General Information: ~ ry ....... ...... General Overview & Pro'ect Summa .... -ii ' " ...................... Location Map .................................... ................... 1 Aerial Photograph ...................................................... ................. Z SWFWMD Aerial Photograph ....................................... ..................... 3 ' FEMA Flood Map ..................................................... ................... 4 SCS Soils Map .......................................................................... 5 Part B -Drains a Calculations: g ' Pre & Post Development Conditions: Pre-Post Development Drainage Basin Map ........................ ...................... 6 Pre-Post Development Rational Method Drainage Calculations . ........................7-10 ' City of Clearwater Drainage Claculations ........................... ......................11 ' Part C -Water Quality Drainage Calculations Pond Treatment Volume Calculations ............................... .......................12 ' Wet Detention Orifice Drawdown Analysis ........................ .......................13-14 Part D -Other Information: ' Operation & Maintenance Instructions .............................. .......................15-18 Alligator Creek Watershed Study Exhibits and Tables ............ ...................... 19-28 EXHIBITS ' Exhibit A---Geotechnical Report ~ • PROJECT SUMMARY GENERAL OVERVIEW The approximate 4.28 acre property is located east of the Dimmitt Cadillac dealership, west of Lakeshore Drive / Chautauqua Avenue and south of Third Avenue South (aka Lakeshore Drive) Chautauqua Avenue in Pinellas County, Florida. The site topography and sheetflow runoff slopes from elevation 90.5 to elevation 87, draining from north to south towards an existing depressional area south of the site. SOILS The on-site soils as identified in the Pinellas County Soil Survey (1972) consist of the following: UNIT SOIL NAME & DESCRIPTION My Myakka fine sand: A nearly level and poorly drained sandy soil is on broad plain on the flatwoods on 0 to 2% slopes. The water table is within a depth of 10 inches for 1 or 4 months during wet periods and below 40" during droughty periods. This soil is within Hydrologic Soils Group B/D. CALCULATIONS: Design Criteria: Stormwater management for this site falls under the jurisdiction of the SWFWMD and the City of Clearwater. The positive discharge from the site will be controlled for the system and directed into the existing depressional area south of the site which eventually discharges into Channel B as part of the Alligator Creek drainage basin which ultimately drains into Tampa Bay. The stormwater design criteria for the three agencies are as follows: SOUTHWEST FLORIDA WATER MANAGEMENT DISTICT • Pre-development curve number based on existing conditions. • Treatment of first one-inch of rainfall for the Drainage Retention Area using wet detention as water quality treatment. • 4:1 side slopes. • Attenuation of 25 yr - 24 hr storm such that proposed 25 yr peak flow is less than existing 25 yr peak flow. • Compensation for any historic floodplain storage encroachment. • PRE-DEVELOPMENT ANALYSIS • The soils, per the SCS Soil Survey of Pinellas County, is Myakka fine sands. The existing surface features are mildly sloped from north to south through fairly good grassed vegetation with scattered pine trees and stabilized shell parking area. The pre-developed runoff rates were determined using a 25 year, 24 hour storm event, required by the City of Clearwater and SWFWMD. POST-DEVELOPMENT ANALYSIS The subject site in the post condition proposes a paved vehicle parking expansion area which is proposed to drain to the Retention Area located to the south of the site. Water quality will be provided within this wet detention area above the Seasonal High Water elevation. Water quality within this retention area will be provided by wet detention. DRAINAGE SUMMARY The 25-Year / 24-Hour Post-developed peak discharge rate to the offsite depressional area (which ' drains to Channel A of Alligator Creek) of 7.59 cfs (SEE PAGE 11) does not exceed the allowable 25-Year / 24-Hour pre-development peak discharge of 8.10 cfs (SEE PAGE 9) ' The proposed project can function during the post twenty-five storm event, with no adverse upstream or downstream impacts. Water quantity and quality requirements are met for the proposed surface water system, and adheres to the requirements of the City of Clearwater and the Southwest Florida Water Management District. ' FLOODPLAIN ' Elevation 86.9 is the Peak Water elevation for Lake Chautauqua for the Existing Conditions Flood Elevation for the 100-Year Storm event as determined by the Comprehensive Watershed Management Plan for the Alligator Creek Watershed, Volume 1 as prepared by Parsons Engineering ' Science, Inc., 1997. The 100-Year flood stage at McCormick Drive is at elevation 85.3. The depressional area located to the south of this site is denoted as Junction No. B0242 and connects to a depressional area B0230 with the 100-Year storm peak stage at elevation 85.3 and is part ofBasin ' B0230. Therefore, the 100-year Floodplain for the depressional area south of this site is at approximate elevation 85.3 and we are not proposing an fill encroachment below elevation 86.5 in this area. Therefore, there should not be any floodplain impacts or encroachments from fill from ' existing ground up to this 100-Year Flood Elevation at 85.3. 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[' MTL~ ~ .••` I ~ ~ i' w[ tows ROw-MNWW >~, I SITE DATA TAHL~ - nwElxa VE,tIG'_E PARKING i I $ N0.f li 12EA (TYF') ( x[rtuxa f t ~:. ` ~' ~ j (R POSES ANO USE-~ES'nNATION' RESIDENTIAL LOW -~ ~_-y;~' _~ "-' tt ~) ~ ~ A PROPOSED 70NING; LOW MEDIUM DENSITY RESIDENTUI . .. ~fW C [UI6 - _ .. " u[ r toe 14 it le• DRAINAGE f2ETENT10N AREA mbar I i o T< rvt 1 ~ 1 PROPOSED USE: VEHICLE STORAGE AREA (PARKING) L a~C /xn [ uf[ BOTTOM EL a 87A0 f Iwxo•-~ acrrDN ( ' SITE SIZE: 4.29 ACRES (198,439 S.F.) -' ~Y ~ DHW ~ 87.75 - ~ ' A 1 ll ~ ~ ~? ~ TOB m 88.50 i LIOWA ED 6 % M Ax iMUM 2 ~ ~ '' ~ ~ ~ ~~ PROPOSED: 112,948 $.F. (2.59 AC) 80.91{ ~ ~ I - _ _ I ~ f ..- ..^. v wx ~ Dn LrL u i PRENOUS AREA: 73,489 S.F. (1.89AC) - 39.5X ur of l ~ ~ ~ r; w [ t FRONT SETBACK: ALlOWEO: 2S MINIMUM P'IF'LH AVn 90UTH 440.01' a• vIDL PROPOSED: 25' (NORTH, EAST) !01 f K tf.f jlwc[D nu fcaax trvv, N 510E SETBACK: AIlOWEO: 10' MINIMUM LAND USE DESIGNATION: R/OS , ~.' ,~~~ . r•. o r PROPOSED: 2Y (EASr), 4S' (SOUTH) tV1rWl fr0.uciuNL ov[0.nav ffCC aLiAlll ~ ° ~~~ ie ~.q REAR SETBACK: N/A ~ ~ . ri~~•n ;vim u 5i0RACf SPACES PROVIOEn• ~~, ~ ~iwwrNrr - Lr~.wr 333 SPACE9 ~- ~ ouucoeftCoruulBng,Int I eaD..+r e.dcewu~ ~ ~ ` ' - - . r t w.N...L,...D•,«..,d.~ DIMARTTCADILLAC DIMMIT TCADII,LAC ' - a-ei - ~/* ° V EHICLE STORAQ B A - " ~ ~; itWs'~ 23191 U.9. HWY. 19 NORTf{ ' P RKING BXPAN9ION ~~ p- - r^~°'„D'N" CLBARWATER,F LORmA 33763 .- erDxcp>nDnmwacmem.iar 31TE DB VELOPMENT PLAN ~~ 4 M .. X O a a m to z~ s~ • STORMWATER CALCULATIONS • PROJECT NAME: Dimmitt Cadillac Parking Expansion PROJECT NUMBER: 04-041 I'II.ENAME: Y:U'INELLAS~Din¢nitt Parking (04-041)IDramege~[Mod Rat cabs-Dimmin-Wet DebRev Decxls]STORM6 DATE: Revised December 2004 Note: Approaimately 0.63 ac (of the 4.68 ac total) ordrainage area within the protect area currentty and is also proposed as part of this development,drains to roadside swales fo the north and east or to the existing ditch to the south of the site. Therefore the D.A )s 4.05 ac PREDEVEI.OPMENT COPIDTTTONS AREA PRODUCT LAND USE (ft^2) 'C' C x A ]MPERVIOUS 18,000 0.45 5,100 USE 0.45 which is 112 C a[ 0.90 PERVIOUS 158,418 0.25 39,605 (Type D Soils) POND 0 1.00 0 No[e: Approzimetety 0.63 ac (ot the a.ba ac totaq or aramage TOTAL 176,418 47,705 area within the prniect area currenOv and is also pro 'C' AVERAGE = 0.27 as part of this development, drains to roadside swnles to CONCENTRATION TIME = IS MIIdUPES the north and east or to the existing ditch to the south ofihe site. • • STORMWATER CALCULATIONS PROJECT NAME: Dlmmitt Cadillac Parlung Expansion PROJECT NUMBER: 04-041 FII.ENAME: Y:IPIIJBLLA.S~DimmittPatiaryy(04-041)~DrainaRellModRatcalcs-Dimmia 05:06 PM POST DEVELOPMENT CONDITIONS AREA PRODUCT LAND USE (R^2) 'C' C x A IMPERVIOUS 112,948 0.90 101,653 PERVIOUS ~ 48,520 0.25 12,130 (Type D Soils) STORM WATER POND (WET) 14,950 1.00 14,950 TOTAL ]76,418 128,733 'C' AVERAGE = 0.73 CONCEN'T'RATION TIME = 10 minutcs 1" RUNOFF = 14,701 ft^3 • STORMWATER CALCULATIONS • PROTECT NAME: Dimmitt Cadillac Parking Eryansion PROTECT NUMB77t: 04-041 . ' FII.INAME: Y:~PINEI.I.AS1DimmittPerldng(04-041)1Dminagel[ModRatcalce-Diaunitt-WetDet-Revlkc.xlsjSTORM6 ' ALLOWABI.EDISCIIARGERATE. RAINFALL (IN/HR) 7.40 (PER FDOT ZOI4E 6 25YR) COEFFICIENT 0.27 AREA(AC) 4.05 Q' PRE = 8.10 cfs ALLOWABLE DISCHARGE MODIFIED RATIONAL METHOD (PRE- DEVELOPID) 25 YEAR FREQUENCY ZONE 6 ' - RAINFAIZ R4IIJFALL RAINFALL DURATION INTENSTfY DURATION INFLOW OUTFLOW STORAGE (mitmtes) (inRv) (hoius) (cfs) (cfs) (ft^3) ]0 8.40 0.17 24.82 8.10 10,032 IS 7.40 0.25 21.87 8.10 12,389 20 6.50 U.33 19.21 8.10 13,327 t 30 5.40 0.50 15.96 8.10 14 138 45 4.40 0.75 13.00 8.10 13,228 60 3.70 1.00 1093 8.10 10,190 7S 3.25 1.25 9.60 8.10 6,753 90 2,90 1.50 8.57 8.10 2,518 105 260 1.75 7.68 8.10 0 120 2.40 2.00 7.09 8.70 0 150 2.04 2S0 6.03 8.10 0 180 1.80 3.00 5.32 8.10 0 240 1.50 4.00 4.43 8.10 0 360 1.12 6.00 3.31 8.70 0 ' 480 0.93 5.00 275 8.10 0 720 0.70 12.00 2.07 8.10 0 960 O.S7 76.00 1.68 8.10 0 1200 0.50 20.00 1.48 8.10 0 ]440 0.44 24.00 ].30 8.10 0 ' ST012AGE SUb1MARY REQTJR2ED 25 YEAR STORAGE = 14,138 ft^3 ' TOTAL REQUH2ED STORAGE = 14,138 ft^3 ' • • ' STORMWATER CALCULATIONS PROTECT NAMfi: Dimmitt Cadillac Parking Expansion ' PROTECT NUMBER: 04-041 FTLBNAME: Y:IPINELLASID~nitt I~ng (04-041)1Drainegel[Mod Rat talcs--Dimmitt-Wet Det-Rev Dec.xLs)STORM6 ' STAGESTORAGE & STAGE-DLSCHARGE 25YR POST DEVELOPMENT OVERFLOW II4V&RT = 87.50 WIDTH = 6.00 R I~iGITT = 0.56 ft DITi'V Elevatlon al 88.06-bee City Clearwater Calculations below WE1R'C' VALUE = 3.10 86.50 13,896 88.50 19,254 0.05 D&FAiJLT VALUBS TOTAL 'V' INCR AREA ARBA INC. VOL. OUTFLOW ELEV (ft^2) (ft^2) (ft^3) (cfs) 86.50 ]3,896 13,896 0 0.00 86.55 14,030 14,030 698 0.00 86.60 14,164 14,164 1,403 0.00 86.65 14,298 14,298 2,]15 0.00 86.70 ]4,432 14,432 2,833 0.00 86.75 14,566 14,566 3,558 0.00 86.80 14,700 14,700 4,289 0.00 86.85 14,834 14,834 5,028 0.00 86.90 14,968 14,968 5,773 0.00 86.95 ]5,102 15,102 6,524 ~ 0.00 87.00 15,235 15,235 7,283 0.00 87.05 15,369 15,369 8,048 0.00 87.10 15,503 15,503 8,820 0.00 87.15 15,637 15,637 9,598 0.00 8720 15,771 15,771 10,384 0.00 87.20 15,771 15,771 10,384 0.00 87.25 15,905 15,905 11,175 0.00 8730 16,039 16,039 1],974 0.00 87.35 16,173 16,173 12,779 0.00 87.40 16,307 16,307 13,591 0.00 87.45 16 441 16441 l4 410 0.00 87.50 16 875 16,575 15735 0.00 172 7NCH 87.55 ]6,709 16,709 16,068 0.21 &25 Year 87.60 16,843 16,843 16,906 0.59 87.65 16,977 16,977 17,752 1.08 87.70 17,111 17,111 18,604 1.66 87.75 17,245 17,245 19,463 232 87.80 17,379 17,379 20,329 3.06 67.85 17,513 17,513 21,201 3.85 87.90 17,647 17,647 22,080 4.71 87.95 17,781 17,781 22,965 5.61 88.00 17,914 17,914 23,858 6.58 88.05 18,048 18,048 24,757 7.59 88.10 18,t82 18,182 25,663 9.15 88.15 18,316 18,316 26,575 9.84 88.20 18,450 18,450 27,494 10.48 88.25 18,584 18,584 28,420 11.09 88.30 18,718 18,718 29,353 11.67 88.35 18,852 18,852 30,292 12.21 ~o ~ • ' STORMWATER CALCULATIONS Citv of Clearwater Drainage Calculations Q= ^ CiA where i egauls the 25 Year--1 hour intensity of 3.7 in / hr ' Q ={(0.73-0.27)(3.7)(4.05 ac)} = 6.89 cfs g 3600 serJhr = 24,804 cu. ft. 5TAGESTORAGE & STAGE DISCHARGE CITY OF CLEARWATERPOSTDEVELOPMENT OVERFLOW IIdVIItT = 87.50 ' WIDTH = 6.00 R HEIGHT = 0.56 ft At DHw Elevation 88.06 WEIl2'C' VAL UE = 3.10 86.50 13,896 68.50 19,254 0.05 DEFAULT VALUES ' TOTAL 'V' INCR AREA AREA INC. VOL. OUTFLOW ELEV (R^2) (R^2) (ft^3) (cfs) 86.50 13,896 13,896 0 0.00 86.55 14,030 14,030 698 0.00 86.60 14,164 14,164 1,403 0.00 ' 86.65 14,298 14,298 2,115 0.00 _ 86.70 14,432 14,432 2,833 0.00 86.75 14,566 74,566 3,558 0.00 66.80 14,700 14,700 4,289 0.00 86.85 14,834 14,834 5,028 0.00 ' 86.90 14,968 14,968 5,773 0.00 86.95 15,102 15,102 6,524 0.00 87.00 15,235 15,235 7,283 0.00 87.05 15,369 15,369 8,048 0.00 87.10 15,503 15,503 8,820 0.00 87.15 15,637 15,637 9,598 0.00 ' 87.20 15,771 15,771 10,384 O.OD 87.20 15,771 15,771 10,384 0.00 87.25 iS,905 15,905 11,175 0.00 87.30 16,039 16,039 11,974 0.00 87.35 16,1'!3 t6>173 12,779 0.00 87.40 16,307 16,307 ]3,591 0.00 ' 87.45 16441 16 441 14 410 0.00 87.50 16.575 16 575 15 235 0.00 t!2 INCH 87.55 16,709 16,709 16,068 0.21 & 25 Year 87.60 16,843 16,843 16,906 0.59 87.65 16,977 16,977 17,752 1.08 ' 87.70 17,111 17,1 ] 1 18,604 1.66 87.75 17,245 17,245 19,463 2.32 87.80 17,379 17,379 20,329 3.06 87.85 17,Si3 17,513 21,201 3.85 87.90 17,647 17,647 22,080 4.71 87.95 17,781 17,781 22,965 5.61 ' 88.00 ..~..~. 17,974 .~..~..~....-....-....... 17914 ....... z....... ~...... 13858 .s.... 6.58 ...... 88.05 18,048 __~ ~~~ ~ ~~ 18j048~~~ ~~~~ 24t757 ~ ~ 7.59 ---88.10 _ _ - 18,182 --- __ ~ 18,182 25,663 9.15 88.15 18,316 18,316 26,575 9.84 88.20 18,450 18,450 27,494 10.48 88.25 18,584 18,584 28,420 11.09 ' 88.30 18,718 18,718 29,353 11.67 88.35 18,852 18,852 30,292 1221 NOTE: THE 25-YEAR PEAK DISCHARGE AT El. 88.06 OF 7.59 CFS DOES NOT EXCEED TAE 25-YEAR PRE-DEVELOPMENT PEAK DISCHARGE RATE OF 8.10 CFS ' The Retention Volume of 24, 804 ca Fk is retained at elevation 88.06 ' Therefore, the DIiW Elevation is attained at Elevation 88.06 • • Required Treatmen Retention Area Summary "D" Total Depth = NWL Area = Top Area= Total Storage = "FS" Flat Storage = "SS" Side Storage = Side NWL EL = 86.5 Treatment t Calculations 2.00' 0.3190 Acres 0.4420 Acres 0.76 Ac. Ft. 0.64 Ac. Ft. 0.12 Ac. Ft. Flat Storage Treatment Type Wet Det Treatment Rainfall 1.0 In Basin Area 4.05 Acres "TS" Total Required 0.338 Ac. Ft. Required Treatment Depth "H" Determine "H" by solving quadratic ei D~L~W IH Note: Approximately 0.63 ac (of the 4.68 ac total) of drainage area within the project area currently and is also proposed as part of this development, drains to roadside swales to the north and east or to the existing ditch to the south of the site. Therefore the D.A is 4.05 ac. auction: Axe+Bx+C=O -B + Bz - 4AC or x = 2A SS ( 2 ~2+FS( 23 ~-TS=O 0.031 (H~z + 0.319 ~H~ - 0.338 = 0 H= 0.97 Feet Use 1.00' Set Weir @ Elev 87.50 12R/2004 R:\17\ProjData\Draiange\Phase1\Treatment Volume Calc-Rev Dec Wet Det `~ • • Orifice Bleeddown Calculations Dimmitt Site Retention Pond A. SITE INFORMATION Site Ac.. 4;~5 Acres DER Elev. 87:5, Feet NWL 86':5' Feet Runoff 10 Inches (OFW ?) Head (h) 0:95 Feet h = DER Elev. - (NWL +'/zd) Volume 14,742 Cu. Ft. Volume 0:34 Ac. F. B. VERTICAL CIRCULAR ORIFICE FLOW Diameter (d) = 1;2'5' Inches Q = C a (2 g h)~ Orifice Area (a) = 0.0085 Sq.Ft. C Value = 0:58 Coefficient of discharge '/z VoLTime = 61:94 Hours Total Time = < 211"..49 Hours Head Elevation Increm. h Ft. Total h Ft. Flow Q Q Av Delta Volume Delta Hours Cum. Hours 87.50 0.95 0.04 0.02 0.04 368 2.66 87.48 0.92 0.04 2.66 0.02 0.04 368 2.69 87.45 .0.90 0.04 5.35 0.02 0.04 368 2.73 87.43 0.88 0.04 8.09 0.02 0.04 368 2.77 87.41 0.85 0.04 10.85 0.02 0.04 368 2.81 87.38 0.83 0.04 13.66 0.02 0.04 368 2.85 87.36 0.81 0.04 16.51 0.02 0.04 368 2.89 87.33 0.78 0.04 19.39 0.02 0.03 368 2.93 87.31 0.76 0.03 22.33 0.02 0.03 368 2.98 87.29 0.73 0.03 25.31 0.02 0.03 368 3.03 87.26 0.71 0.03 28.33 0.02 0.03 368 3.08 87.24 0.69 0.03 31.41 0.02 0.03 368 3.13 87.22 0,66 0.03 34.54 • • 0.02 0.03 368 3.19 87.19 0.64 0.03 37.73 0.02 0.03 368 3.25 87.17 0.62 0.03 40.98 0:02 0.03 368 3.31 87.14 0.59 0.03 44.29 0.02 0.03 368 3.38 87.12 0.57 0.03 47.67 0.02 0.03 368 3.45 87.10 0.55 0.03 51.12 0.02 ~ 0.03 368 3.53 87.07 0.52 0.03 54.64 0.02 0.03 368 3.61 87.05 0.50 0.03 58.25 0.02. 0.03 368 3.69 87.03 0.47 0.03 61.94 0.02 0.03 368 3.79 87.00 0.45 0.03 65.73 0.02 0.03 368 3.89 86.98 0.43 0.03 69.62 0.02 0.03 368 4.00 86.95 0.40 0.03 73.61 0.02 0.02 368 4.12 86.93 0.38 0.02 77.73 0.02 0.02 368 4.25 86.91 0.36 0.02 81.98 0.02 0.02 368 4.39 86.88 0.33 0.02 86.37 0.02 0.02 368 4.55 86.86 0.31 0.02 90.92 0.02 0.02 368 4.73 86.84 0.28 0.02 95.65 0.02 0.02 368 4.93 86.81 0.26 0.02 100.58 0.02 0.02 368 5.16 86.79 0.24 0.02 105.74 0.02 0.02 368 5.43 86.77 0.21 0.02 111.17 0.02 0.02 368 5.74 86.74 0.19 0.02 116.91 0.02 0.02 368 6.11 86.72 0.17 0.02 123.02 0.02 0.02 368 6.56 86.69 0.14 0.01 129.58 0.02 0.01 368 7.14 86.67 0.12 0.01 136.72 0.02 0.01 368 7.89 86.65 0.09 0.01 144.61 0.02 0.01 368 8.96 86.62 0.07 0.01 153.57 0.02 0.01 368 10.63 86.60 0.05 0.01 164.20 0.02 0.01 368 13.85 86.58 0.02 0.01 178.05 0.02 0.00 368 33.44 86.55 0.00 0.00 211.49 \~ ~ • • OPERATION AND MAINTENANCE INSTRUCTIONS Stormwater Management Systems should be inspected on a routine basis to ensure that they are functioning properly. Inspections should be performed on a ' monthly and semi-annual basis following major storms. Systems that incorporate percolation are most critical since poor maintenance practices can soon render them ineffective. Records should be kept on all maintenance ' operations to help plan future work and identify facilities requiring, attention. Considerable damage, as well as loss of structures and effective use of the stormwater facilities can result from a failure to protect and maintain the drainage ' systems. Providing maintenance in a timely manner often saves costly repair jobs when the unusual storms occur. ' Remember, the SWFWMD permit dictates that the system must be maintained and that the owner is responsible for system maintenance. A. GENERAL ' Normal maintenance requirements are as follows: a. Retention areas and swales should be mowed at regular intervals. All clippings should be picked up and any accumulated debris ' should be removed. b. Sod should be routinely thatched. ' c. The bottom area ofd basins should be periodically broken with a ry disk to maintain design percolation rate. d. Sod cover on slopes and embankments should be inspected and repaired or replaced as necessary. i ' e. Periodically, following a storm event, the outfall structure should be inspected to check that the orifice or weir is not clogged and is ' flowing at a substantial rate. f. The discharge pipe(s) should be visually inspected to determine if the pipe(s) require cleaning. All debris found in the pipe should be removed. ' g. Inlet structures should be inspected after each storm. All debris accumulated in the sump or on the grate should be removed. ' h. Outlets should be inspected for clogging and erosion. i. Berms and other structures should be inspected for breaks. Repairs, if necessary, should be performed immediately. ~~ B. C ~ o. ~ F. • • CONCRETE FLUMES Concrete flumes should be inspected after major storms and should be cleaned as often as needed. Various techniques and equipment are available for maintenance of concrete flumes. CONTROL STRUCTURE Inspect the Weir Overflow Control Structure quarterly or after a large storm event. Any debris or sedimentation should be removed and/or flushed out and any structural defects repaired. This above-referenced structure should be inspected on a monthly basis during the rainy season (May through September) to assure that the system is clear of any obstructions and/or sediment and is functioning properly. If the sediment buildup is more than 6-inches within the control structure box, then the sediment should be removed. The sediment should be removed by vacuuming, pumping or manually removed. The inlet pipes should also be inspected and cleaned. These structures, if inspected and maintained properly, should reduce the potential of sediment and trash entering this control structure. Baffles should also be inspected to ensure a tight connection to the supporting poles and to maintain a clear unobstructed opening for water to pass. Any trash, debris or obstructions should be removed from the baffle and any orifice drawdown pipe. If not properly maintained the structure could build-up with sediment, trash, debris, etc. that could restrict or impede the flow of stormwater through this structure. It is extremely important that the main outfall Structure be inspected on a monthly basis and after any major storm events and any and all sediment and debris that has collected in this structure be removed and/or vacuumed out. DRY BOTTOM RETENTION SYSTEM The retention area must become dry within 72 hours after a rainfall event. If the retention area is regularly wet, it is out of compliance with the permitted design, and the pond bottom must be scarified, or the bottom foot or so replaced with clean sands, to ensure that the permitted percolation rate is maintained. SEDIMENT SUMPS & OUTFACE AREAS Inspect the Retention Area outfall to the existing deprtessional area quarterly or after a large storm event. Any debris or sedimentation should be removed and/or flushed out and any structural defects repaired. The sediment sump weir outfall structure should be inspected on a monthly basis during the rainy season ~~ ' ~ ~ • ' (May through September) to assure that the weir is structurally intact and is clear of any obstructions and/or sediment and is functioning properly. '. ' E. METHODS AND EQUIPMENT FOR SYSTEM MAINTENANCE Various types of equipment are commercially available for maintenance of ' stormwater management systems. The most frequently used equipment and techniques are listed below: ' 1. Vacuum Pump This device is normally used to remove sediment from sumps and ' pipes. The equipment for this system is generally mounted on a vehicle. It requires a 200 to 300 gallon (0.757 to 1.136 m ^3) holding tank and a vacuum pump that has a 10-inch (254 mm) ' diameter flexible hose with a serrated metal end for breaking up cake sediment. A two-man crew can clean a catch basin in 5 to 10 minutes. This system can remove stones, bricks, leaves, litter, and ' sediment deposits. Normal working depth is 0 to 20 feet (0 to 6 m). 2. Water Jet Spray ' This equipment is generally mounted on a vehicle equipped with a high pressure pump and a 200 to 300 gallon (0.760 to 1.140 m ^3) ' water supply. A 3-inch (76 mm) flexible hose line with a metal nozzle directs jets of water to loosen debris in pipes or trenches. Normal length of hose is approximately 200 feet (61 m). This ' system should not be used to clean erodible trench walls. 3. Fire Hose Flushing ' This equipment consists of various fittings that can be placed on the end of a fire hose such as rotating nozzles, rotating cutter, etc. When this equipment is dragged through a pipe, it can be effective in removing light material from walls. ' 4. Sewer Jet Flusher Sewer jet flushers are usually truck-mounted and consists of a ' large water tank of at least 1000 gallons (3.785 m ^3), a triple action water pump capable of producing 1000 psi (6900 kN/m^2) or more pressure, a gasoline motor to run the pump, a hose reel large t enough for 500 feet (153 m) of 1-inch (25 mm) inside diameter high pressure hose, and a hydraulic pump to operate the hose reel. In order to clean pipes properly, a minimum nozzle pressure of 600 _' psi (4140 kN/m ^2) is required. All material is flushed ahead of the nozzle by spray action. This extremely mobile machine can be used for cleaning areas with light grease problems, sand and ' ~~ • gravel infiltration, and for genera! cleaning. References 1. Sewer Maintenance Manual Prepared by Municipal Engineers Association of Ontario for Ministry of the Environment, Ontario, Canada, March 1974. 2. Smith, T.W., Peter, R.R., Smith, R.E., Shirley, E.C., "Infiltration Drainage of Highway Surface Water", Transportation Laboratory, California Department of Transportation, Research Report M & R 632820-1, August, 1969. ~`~ -- FIGURE 2.1-1 ~~~.~ ao>ro w„o ALLIGATOR CREEK WATERSHED ' DRAINAGE MAP AND -'w MODEL SCHEMATIC ~n~ ~,. - 1 2500 1250 0 2500 5000 e~~rw 1 o SCALE: 1" =2500' .~ / r~ ,~ r , ~ I-r"~I _ m,,, N `r ~ ~Vi Corm CP Cf iXL M1m1~L /~ 10 __ -a ..-. 11 ~ //a ~ ` _~ ~ ~ ~~" D ~ ~. - M!M .'.. I ra"M6 O '- -' ~ _ BOOM .~ ., ` i>a -~-"'' ., .. _ .r uronax : o'bw ~ t ' . m~ae i ~ ., 0 u ~ ° 1 ~ r ~ . ,,,c:.. ~ apm ri~~_- - cro{ ~ mom :ro .. Ee~ 4 s-~ a t. ~ .. 1. :. t .~ .~ &. ,. ~~ „~ ~ ~~ J .~ ~ ;;e: 9 ,,o~ ,~„~,;, ~ ^ is b,,,~. ? 1 ~. ~ ~~. ~,1~~ .. _ LEGEND ~~. S DE ~:~ .,,~ '`.ter ,.. .,~ `_ --...:.: ~ '-^`~ .., SUBBARIN DIVI E +~ ro~~u mom - - H CUL T/ BR DG - }, ,i~ STORM SEWER ._ B M +'~~~~ ~ OPEN CHANNEL -~ .o,.H ~u i.~ ~ WATER80DY . ~' ~~" '0 l~Y - .. ROADWAY ' ~" Hotao MODEL SUBBASIN NUMBER ~,~ ~~ ,- ..r ...,,~,~rn.~.:.r~~~ ...1 -. z. i-a ,_ _ . = _ PARS®1015 EIi1G1111EER1101G SCIE111CE, 1/~IC i~ N W E S 200D 0 2000 4000 8000 Feet Figure 2.1-2 ALLIGATOR CREEK WATERSHED HYDROLOGIC LAND USE CLASSIFICATION MAP LAND USE CLASSIFICATIONS ~ COMMERCIAL HIGH DENSITY RESIDENTIAL ® INDUSTRUIL LOW DENSTY RESIDENTIAL r ~ . MEDIUM DENSITY RESIDENTIAL ® OPEN LAND Q ROADWAYS S WATERBODY ?.1-8 PARSONS ENGINEERING SCIENCE, INC. 1 .w;~~ t:. `:t~;~~r ~_•~ 1 • • Table 2.1-3 (corrt.) Alligator Creek Watershed Subbasin Hydrologic Soil Group Percerdages Subbasin Soil Group A Area - (acres), Percent Soii Group B Area (acres) Percent Soil Group C Area (acres) Percent Soil Group D Atea (acres) Penrent A0460 0.0 0.0 3.1 100.0 0.0 0.0 0.0 0.0 A0470 1.6 2.9 17.9 31.6 30.8 54.5 6.2 11.0 A0490 0.0 0.0 17.8. 100.0 0.0 0.0 0.0 0.0 A0492 0.0 0.0 26.3 100.0 0.0 0.0 0.0 0.0 A0494 0.0 0.0 46.4 96.6 0.0 0.0 1.7 3.4 A0496 0.0 0.0 21.4 63.5 0.0 0.0 123 36.5 A0500 0.4 25 17.1 96.5 0.0 0.0 0.2 1.0 A0510 0.0 0.0 7.2 100.0 0.0 0.0 0.0 0.0 A0530 0.0 0.0 26.6 36.4 45.1 61.9 1.2 1.7 A0540 0.0 0.0 2i.9 58.8 0.0 0.0 15.3 41.2 A0542 0.0 0.0 1.7 27.6 0.0 0.0 4.5 72.4 A0546 0.0 0.0 6.4 100.0 0.0 0.0 0.0 0.0 A0549 0.0 0.0 23.0 63.8 8.3 23.2 4.7 13.0 A0560 0.0 0.0 221 66.6 10.1 30.6 0.9 28 A0580 13.0 23.6 27.9 50.8 14.0 25.6 0.0 0.0 A0600 0.0 0.0 13.6 69.2 6.0 30.8 0.0 0.0 Subtotal 380.5 17.8 1373.6 64.2 229.3 10.7 155.5 7.3 Channel B 1~- 1 1 1 1 1 60010. 522 61.6 14.1 16.6 17.8 21.0 0.7 0.9 80030 O.O 0.0 11.4 67.4 0.0 0.0 5.5 32.6 80050 7.7 20.2 14.1 36.9 16.4 43.0 0.0 0.0 60055 9.8 21.7 128 28.5 22.5 49.9 0.0 0.0 60070 4.9 35.8 3.4 24.8 5.4 39.5 0.0 0.0 60080 72 25.9 10.4 37.2 10.3 37.0 0.0 0.0 60090 1.3 26 46.7 96.4 0.5 1.0 0.0 0.0 60100A 0.0 0.0 16.3 100.0 0.0 0.0 0.0 0.0 801006 10.9 40.4 9.9 36.9 6.1 228 0.0 0.0 60110A 0.0 0.0 19.0 86.5 1.7 7.6 1.3 5.9 601108 25 14.6 5.8 33.5 9.0 52.0 0.0 0.0 60120 0.4 1.1 26.9 71.3 4.8 12.9 5.6 14.8 60130 2.1 9.5 14.3 65.8 0.0 0.0 5.4 24.8 80150 6.4 25.2 17.9 71.1 0.0 0.0 0.9 3.7 80170 16.9 55.4 5.5 18.1 0.0 0.0 8.1 26.5 60180 36.0 71.4 3.8 7.6 0.0 0.0 10.6 21.0 80190 220 86.5 29 11.3 0.0 0.0 0.6 22 BDZOOA 6.9 27.1 15.9 62.8 1.3 5.3 1.2 4.9 602008 9.0 54_D 3.7 224 3.9 23.5 0.0 0.0 80210 6.7 91.6 0.6 8.4 0.0 0.0 0.0 0.0 60215 10.3 57.9 6.2 34.5 0.8 4.4 0.6 3.2 60230 5.9 222 17.7 67.1 0.6 23 22 8.4 80240 0.0 0.0 13.9 100.0 0.0 0.0 0.0 0.0 80242 0.0 0.0 13.9 54.4 1.1.7 45.6 0.0 0.0 B0250A 13.8 6.8 79.7 39.2 21.4 10.5 88.8 43.6 602508 128 66.5 6.4 33.0 0.0 0.0 0.1 0.5 60250C 0.0 0.0 11.5 54.9 9.4 45.1 0.0 0.0 B0255 0.0 O.D 23.1 77.0 1.5 5.1 5.4 18.0- 80260 1.3 5.4 18.4 79.4 0.1 0.4 3.4 14.8 60270 1.6 1.8 58.8 66.5 132 14.9 14.8 16.8 60280 0.0 0.0 10.6 48.4 0.1 0.3 11.2 51.2 ' Subtotal 248.5 22.8 515.6 47.3 158.6 14.6 166.4 15.3 Channel C '. 00010 11.3 721 4.4 27.9 0.0 0.0 0.0 0.0 00020 0.0 0.0 3.6 100.0 0.0 0.0 0.0 O.D 00040 0.0 0.0 5.7 100.0 0.0 0.0 0.0 0.0 00050 4.0 125 28.3 87.6 0.0 0.0 0.0 0.0 cDOSO o.o o.o s.1 9s.s o:o o.a o.a oz ' SOILS.XLS 2.1-18 5/28/97 `~J f rrs ~~}~~~~ ~ ~ f` ~.d+"`: ~~ • tJ f.,. w • f~~ ,g. ~. Lf TABLE 2.1-7 (cont.) ALLIOA70R CREEK EXISTING CONDITIONS FLOOO ELEVATIONS AND FLOODING PROBLEM IDENTIFICATION Existln8 Ex ~ ing Con It ona Flo E evat on R oa Flood ing Structure Flocdln Junction Structure Low Road 10-Year Storm 25-Year Storm 100-Year Storm 10~Year 25-Year 100-Year 10-Year 25•Year 100-Year Number Structure Location Deecriptlon Elevation Peek Elev. Peak Elev. Peak Elev. 80220 R NGVD R NGVD ft NGVD) R NGVD 80230 MCCORMICK DR. 2 • Z9" X 45" ERCP 86,5 82.7 83.8 82.8 84 2 83.1 85 3 80240 . , 80245 LAKE SHORE DR. 24" CMP 87.8 85.3 85.7 85.7 88 1 88.4 88 9 B0250 LAKE CHAUTAUQUA WEIR• L=6.5' 85,8 . 86 2 . 88 9 80280 ENTERPRISE RD. 29" X 45" ERCP 88,0 88.1 . 88 4 . 88 7 X X X 80262 . . 80270 WINDINGWOOD CONDO POND 15" RCP 87.5 88.1 88,1 88.4 88 4 88.9 88 9 X CHANNEL C . . A0370 CHANNELA 00010 38,5 39,5 40.9 X X 00020 S. LAGOON CIRCLE 3 - 43" X 88" ERCP 45 3 42.4 45 6 42,9 46 0 43.6 46 3 X 00030 N LAGOON CI . . . , . X X 00040 . RCLE OUTFACE 47.0 47.5 48.3 X 00050 OLD COACHMAN RD. 2 - 80" RCP 8' X 8' BC 50.5 51.2 51,8 X X X X 00060 55.0 55.2 55.5 55.7 X X X 00070 4' X 7' BC ' 58.3 58.8 57.0 00075 FLO 4 X T BC .58.5 58.9 59.3 X X X X OD DETENTION AREA WEIR; L=18' 58 8 59 0 59 3 00080 . . . X 00090 SUNSET PT. RD. 5' X 8' BC 83.5 59.8 81.7 60,4 63.1 81.2 9 63 X X X CO100 TOP OF THE WORLD OUTFACE 5' X 8' BC 64,9 66,0 , 87 2 X CHANNEL D , A0390 D0010 00030 D0040 CHANNELA BELCHER RD. 48" RCP 42" RCP 51.0 51.5 43.1 51.4 52.3 43.8 51.8 52.5 44,8 51.9 52.8 X X X X X X X D0050 52.5 52.8 53.3 D0060 SUNNYDALE BLVD. 2 - 29" X 45" FRCP 52.2 52.8 52.9 53.2 53.2 53.9 54 0 X X X X X D0070 53.2 53.8 . 54 3 D0080 42" CMP 57.0 53,9 54.3 . 55 5 D0090 D SUNSET POINT RD. BECKETT LAKE 30" RCP 58.2 54.6 55.2 , 5T.0 O100 MONTCIAIR RD, HARBOR LAKE 18" RCP 62,3 59 8 60 1 60 9 C4leruticl e . . . A0010 CHANNELA 9 7 8 0 8 2 X E0010 . 9.8 , 10.7 . 12 2 E0015 CITY PARK RD. 60" CMP 11.7 12.4 12.7 . 13 1 X X X E0020 12 5 12 8 . 13 4 E0030 AMTRAK RR 60" CMP 17.8 , 18,2 . 18.3 . 18 8 X X X X X X E0035 18,2 18.4 . 19.0 X X X E0040 INDUSTRIAL SITE 60" CIP 17.0 18,2 18.4 18.8 X X X X X X E0050 SR 590 4' X T BC 18.0 18.4 18.5 18.8 X X X E0060 18.9 19.1 19.6 X X E0070 19,0 19.2 19.9 X X E0080 PRIVATE ROAD 42" RCP 17.9 19.0 19:2 19.9 X X X X X IOS.XIS 5!28/97 t~ 2 ti r~ j j: ` {~ ~\ ~ ~ ~~\ v--~ ~> ----- f/' 80280 ~ j • ~ ~ ! .-- ~ +$0250. ~;. 7 ~ i ~ ~~, F l,~ jr i ; , I ~ ~ ~ ' ~ ~- r //,.// ~ ..\~ \~ 'y` ~ '~ f~f%~~ ;.. ~ }~~ ` ~~ n .', fir ~~"y }{ ~ i { ~ r , a ~ ~ xc.A ~ "~ kxR. 1 - ~..~ / jam/ .~ •,. .µ '- •t, o-3 t '~ Yk~ ? s ~. ~ •. /./.(//%/I~%/ j/ ~ ~r~~ ~; ~, ~~~~ ~., ~.. ///./iii ~/~~f ///'~ l „~'u .. c ~ a ~ l //~~/I~fl// ?~~_ ~ T~'~'~ ~'~n ~ ` _ ~x~ t/ /l/ // / / ~ ~~'~~ a'// ~/j~~~l/ I / ; ~. ~' ~ _ /1' /~//ice ~~lf ' ~'ra ~- -'~ 8024 , ~ ~ ~ ~': ~'. !~,~~1,,'''~'~,~,'' t ~~~~,~~ '-.-'._' ~ ~ ~~ 'fit ~~}`r5' '~" x _ Y . ~ ~'. f / `//~ _ 1, ~ i r ` - _. 'B23 ,/i~`~~; f ~ ~ . ~ _ ~ - -~ ~~ C0120 ~ z ~''.4= '" 80215 BO ~ -^ ~ '~ :,~ ~r j~~/~/jam ~ l B0~{~OA~ ~o j ~~rc ~ `a 'v ~~, I • I B0200B ~ ~ 5 1 ! i ~` + 3 ~ } ~ ~ ~' u ~ ~~ ~ 8019 y~ l ECG 1 ~~ ~ ,~ ~ ~~ ~~ ~ ~ +~ 4 ~ ; ~_ ~ ., _ i ~ ~'~~~ i. _ 1C 4'~ t . hin `4 ~~.++~14 t ~~~~ ~: s _ ~~.,.._._ ~~~~b~ ~ ~ ,y;_ ,- ~I _ ~",~ --J A. . ~- 2 ~ ~. ~ ~-~ '~ ~y s 11 a ~~ ~ ~ti'~ t 7 , ~ra,~ ,' -- ; . --`4`.-ter '" a~ii - .~ tf ~ t i ......-^^"~ ~-y ( ~ ,.-~..~ .. ~ ~.. ~ -• r----_-. r :: ~ ~ wit' s,- N ,i~°$ t ~-.-,-~ '~ ~..-I ,~ t .gin" ~ ~. ~ 1 --.`. s Y '3'a ,{=~y1'S r.y,YU' ,~ ~~W ~ts, ,;c~~ ~~ ,~~'_ .-- ...._-.1 -..._ .._, fi; ~K'E . ._,.,. .,. .., ~r-. ....~. ~x~`di'T^ w.:: c r~ ~~ .. rxa•utas ...... ~ PE lrt~-._r ~-r. i.-_-___.~. (_ _ ~ ~~__....-. Y.4STi bMj I - T ~~ 1' ~~~ ' ' ~ t - _ ... s. ''~k~ ~~~ ~ . E~~'~~~ .- ~~~ ~ ~ ~ ,~~6EY L AkE` K Q ... ~%'. ~.~ ~~ ~. ~~ ~ a r ~':7 a k ~;~ ~ - .: . ~-- ., ------------ ~.~-~ , , ,\ ~----, l i- ~'y ' ~.J ~ __ --~-7 - ~,''' 80280 ~ ~ 1 i ~`~- -_ =..~ ~ '1 'I -' i - - ~-•~ .~. ~ _ ~ v^--^ :-~ ~~0250 B0270 ~ I( i ., ~ ---_ t' ` + Imo- ! ` i ,-~,~ t ~• ,~~.- ~ .I 80260 ,r~_l , -' ` -'~ %~ :•, { - •. •-. -~ ~` '` EN ERPRISE RD . __---------- -----'~.%' ~ i ~ ~.~ ,~~ ----- r ,, ~2~~~~i ~ i ~ ~~~, i t~~~~ ~.~ i Y ~ ~ ~~ 1 ~''w 8025. i. ~~ ,r ,, 1 ~ ' ~~ ~ ~~ ~~` ~ .t ~ ~t i 1 - ............. ~ -.-..._.-----.___- ~ K ~~~' ' (~250A i .-------_---_..-. "- ~~ F ink ~~ LAKE ~','' ~ `~` 8024 ~~~_ .- :~: ' CHAUTAUQU ~ - `~ ~~ `~ - -,$ > ~a~ ~„ '~ _ .__. - ~~ ~, 6023 ~_ ~, a ~' ~ ~ °' f*Ft1".1-~`Y' 1.k -Yra;,~9- ~ v .'~' n ~ I~ ~. ,~ r .~,` *'~~~ r ~ Y:.a,t ^~~ 1~ ~ - ,~:~~ ,~---'~s - ~ :.~~~_ ~CCecbt~~` '~~ ~Y _ - ``"~~~ a^'. SM- n _ . t A ~ ~Pt '" :' ., IL 4+ ",~~ a r ' ~ `'~`€ '" :",~" ~ -' ,, k lam- I - 3 ~' ~ . y :. (1. y 4~~ J" nix } . ~~~z" ''+5~~,".~ ~ S ~Y ~ - /~ h- ' ~'~~ pct ~ fi ~ f S~,f'` ~ ~Ux~'~ xz ~+~'~ z a~ ~s"'-z`~*g ~ } `. `.Ra k Fr.~ ,N ~ `~d~y ~ G~3~.~fi `~ ''~ ' ~ a ~ h ~i ._ ',~-•Z'~.,~~~»~-n q'Ry'~P t ~,e` M* `'~~f 4 ?' ~ .u ~~h~yc.. `;i~~?"~K.~.,~~ ~ - ,~-.. ~ ~~~e~n,~?~`.9 ~- ~ :. AI~O~ L11.. .E ~,., s'" N.~i~~ ,:_,~ r.'Z' r. ~°`~ xbd~ f e `~s.~? ~t~vi n '3sr ~. w. fe~~~ s ! ~ ~1 ~v~';, :~`,~~~'~' ~~,v` ~~,'..+t'~k...s:'? 3.~.,,~~~.,.;.~.~~. ~ F "~0.i~~M,,se'.;as.E'~'aa, i. ~ .,..~il. ~._... r.h ~ ., ::`F - 'T> ~n^5' '~*A '-,f ~y} .i :may _ a J.{ t'.rv ~' u xi.Ki r - - ~` P C a~ ' ~~\ r ~ 0~ f 1 / 60280 _ i C _.~ ~ 1 , 80270' +, ' ~ 282 60280 ' ENTERPRISE RD •. _ LAKE ; eo255 so25o CHAUTAUOUA ~ N 7 80245 sI Y ~ ~ i; ' I 80242 0240 ~' I 60230 0220 ~~ ~ f ~! 80215 NE ~I M~~ ~~mw~tG ABBEY EOt80 E0175 LAKE ~- -'- f MAIN ST ~ _ 60150 f 60140 ~~~ ; 60130 ~l z ~ Tri '' . ~~ g ~, y 60720 - _ , .. ~~ ,,~,. y i, f ~r 60730 ~ t 60100 P • N f-+ t /-~. i 90 BO C~~ z ~ 70 w ll.. z so ~i w 50 40 6G,,,, vav~ iuuU /~UU PApiON^ ^NOINitpINO iC1iNCi~ INC. 8000 8500 9000 9500 10000 10500 11000 11500 12000 12500 13000 CHANNEL .STATION, FEET LEGEND "-'-'-'-° 2S-YEAR RENRN PERIOD - - - 100-YEAR RETURN PERIOD MASTER PLAN CIUNNEL INVERT FIG. 2.1-12 (2 OF 3) ,~ uODEI JUNCTION NUMBER LOCATION CHANNEL B EXISTING CONDITIONS FLOOD PROFILE -~ ' ~-3[~.~~erLlkn ~®~n~~n.~Innn~ Eu~ngn~n~e~e~~, ~1'~~. Geotechnical Engineering, Sinkhole Investigations ' September 7, 2004 and Foundation Forensics HCE Report No. 040132.1 ' Mr. Richard Dimmit Dimmit Cadillac 25191 U.S. 19 North ' Clearwater, Florida 33763 Re: Results of Subsurface Soil Exploration Proposed Parking Lot Expansion Clearwater, Florida ' Dear Mr. Dimmit: Hanecki Consulting Engineers, Inc. (HCE) has performed a subsurface soil exploration for the above- , referenced project. The purpose of the exploration is to obtain soil and groundwater data for use in geotechnical engineering design of pavements and stormwater retention facilities for the proposed pavement expansion at the referenced site. This report presents our understanding ofthe project, the scope of services ' and our findings and recommendations in accordance with our proposal No. 040132.1, dated August 26, 2004. PROJECT INFORMATION HCE understands that the proposed project will consist of constructing a new parking lot that is roughly 500 feet by 400 feet in area. The lot will be used to park passenger cars and light trucks. A stormwater pond will be constructed at the south end of the lot. The lot is located to the east of the existing Dimmit Cadillac Body shop, on the north side of Fifth Avenue South, in Clearwater, Florida. Previous earthwork has been performed at the site. The site is currently used as a vehicle test area and includes man-made berms and mixed surface soils. FIELD EXPLORATION ~ One Standard Penetration Test (SPT) boring was performed to a depth of 20 feet below the ground surface at the location of the proposed stormwater retention pond. In addition, seven shallow auger borings were ' performed in proposed pavement areas. The SPT boring was advanced by means of anall-terrain vehicle- mounted drill rig employing wet rotary drilling techniques. The SPT's were performed continuously to ten feet and at five feet intervals thereafter. Soil samples were obtained at the depth where the SPT's were ' performed. The soil samples were then classified in the field, placed in sealed containers, and returned to our laboratory for further. evaluation by our project engineer. ' The SPT boring was performed in general compliance with ASTM's procedure for standard field penetration tests (D-1586). After drilling. to the sampling depth and cleaning the borehole, the standard two-inch O.D. split-barrel sampler was seated by driving it six inches into the undisturbed soil. Then the sampler was driven an additional 12 inches by a 140 pound hammer falling 30 inches. The number of blows required to ' produce the 12 inches of penetration is recorded as the penetration resistance (N). These values are plotted on the left side of the Test Boring Record which is attached at the back of this report. 13810 Plainview Road Phone (813) 926-8230 ' Suite 201 Fax (813) 926-6789 Odessa, FL 33556043 E-mail hanecki@tampabay.n'.com ~ • • t Dimmit Cadillac Parking Lot Expansion ' Clearwater, Florida HCE Report No. 040132.1 Page No. 2 ' In addition to the SPT boring, shallow hand auger borings were performed in the areas of the proposed pavement. The auger borings were performed by manually turning athree-inch diameter, six inch long ' sampler into the soil until it was full. The sampler was then retrieved and the soils in the sampler were visual classified. The procedure was repeated until the penetrated to a depth of 5 feet below the existing ground surface. Samples of representative strata were obtained for further visual evaluation and classification in our ' laboratory. The auger boring records are attached at the back of this report. The soil samples obtained during the SPT and auger borings were placed in sealed containers to retain ' moisture, and returned to our laboratory. The samples were then reviewed by our project engineer to confirm classifications, visually estimate the relative percentages of the soil's constituents (sand, clay, etc.), and identify pertinent structural features. The stratification lines shown on the boring records represent our ' interpretation of approximate boundaries between soil types. The transition between strata may be gradual. Our classifications are based on a visual estimation of the soil properties and our engineering experience with the soils found in this geologic area, unless specific laboratory tests were performed to determine index ' properties of representative soil samples. If laboratory tests were performed, the results are presented in the Laboratory Test Results section of this report. One DRI test was performed at a depth of one foot below the existing ground surface. The DRI test was ' performed in general compliance with the procedures described in ASTM D3385. The test was maintained for a period of three hours until a stabilized infiltration rate was observed. The test was performed near the center of the proposed stormwater retention pond. ' The approximate DRI test, SPT boring and auger boring locations are depicted on the site plan, attached at the back of this report. The locations are considered approximate and were established in the field by scaling ' dimensions from a concept plan provided by Gulf Coast Consulting, Inc. and then pacing distances in the field from landmarks shown on the plan. ' SUBSURFACE SOIL AND GROUNDWATER CONDITIONS The borings performed at this site encountered fine sand mixed with shell and/or rock fragments, generally ' within the upper six inches of the soil profile. Below six inches, the soils typically consisted of fine sand and fine sand with silt to the termination depths of the borings. Groundwater was observed at depths of 3 to 4 feet below the ground surface in the SPT and Auger borings. The seasonal high groundwater level is estimated to be 1.5 feet above the groundwater levels existing at the time of our field work. Significant fluctuations in groundwater levels should be anticipated due to seasonal variations in rainfall, runoff, and other site specific factors. DOUBLE RING INFILTROMETER TEST One DRI test was performed at a depth of one foot below the existing ground surface. The DRI was maintained for a period of three hours until the infiltration rate stabilized. The final infiltration rate was measured at 0.4 inches per hour during the final hour of testing. The detailed results of the DRI test are presented in the Double Ring Infiltrometer Test Results attached at the back of this report. ~ • • ' Dimwit Cadillac Parkin Lot Ex ansion g P ' Clearwater, Florida ACE Report No. 040132.1 Page No. 3 ' SITE PREPARATION AND PAVEMENT DESIGN ' Site Stripping Prior to any construction, the site must be properly prepared. To prepare the site for construction, all existing topsoil and vegetation must be removed to at least five feet beyond the limits of the proposed construction ' area. After stripping the site, any excavation activities necessary to achieve subbase bearing depth must be performed. For this site, we anticipate that all areas of the site will be at or above the existing site grades. Proofrolling Following site stripping and any related excavation activity, and prior to any fill placement, proofrolling should be performed. We recommend that a vibratory roller having a static weight of at least ten tons be utilized for this purpose. Compaction of the construction site should continue until the roller has made at least eight passes over all areas of the site and the soils at a depth of 12 inches have achieved at least 95 percent of the modified Proctor maximum dry density (ASTM D-1557). Proofrolling should be closely monitored by our engineering technician to observe for unusual deflection of the compacting equipment. If unusual or excessive deflection is observed, then the areas should be undercut to firm soils and backfilled with structural fill placed in maximum one foot thick lifts. Backfill soils should be of the same composition and be compacted to the same criteria as structural fill soils. If groundwater levels are near seasonal high during earthwork, proofrolling may be omitted from the site preparation requirements. Judgements to eliminate proofrolling as a requirement must be based strictly on the recommendations of the geotechnical engineer of record. ~ Structural Fill Defmition ' ~ Soil used for structural fill can be defined as clean fine sand containing less than ten percent material by weight that is finer than a number 200 sieve (FINES). Sands containing more than 10 percent fines should be evaluated by the geotechnical engineer prior to use as structural fill. Soils containing more than 20 ' percent fines by weight should be discarded or mixed with clean fine sands to reduce the fines content to less than 10 percent. When placing fill within two feet of the groundwater table, the fines content should be less than five percent, if possible. All structural fill must be free of debris, organic matter, clay inclusions, or other deleterious materials. Soils encountered in the SPT boring performed in the stormwater retention pond, encountered soils which meet the definition of structural fill. ' Placement Fill should be placed in lifts not to exceed one foot thick. The fill material should be compacted to at least 95 percent of its modified Proctor maximum dry density (ASTM D-1557). Structural fill containing less than ten percent fines should be placed when its moisture content is within three percent of its optimum moisture content. Structural fill containing between 10 and 20 percent fines should be placed within two percent of its optimum moisture content. Confined areas, such as utility trenches, should be compacted with manually operated vibratory compaction equipment. The soils in these areas should be compacted to the guidelines presented in the previous paragraph. However, lift thicknesses should not exceed eight inches. ~~ • • ' Dimmit Cadillac Parkin Lot Ex ansion g P Clearwater, Florida HCE Report No. 040132.1 Page No. 4 After proper site preparation, a standard pavement section appropriate for the anticipated traffic may be used. We have designed the pavement sections based on traffic patterns consistent with similar developments and site conditions, assuming maximum 20 year 18K Equivalent Axle Loads of 100,000. Flexible Pavement Design For flexible pavement, stabilization of the subgrade soils will likely be required. Stabilization will be ' required prior to base construction if the subgrade exhibits an LBR value less than 40. The mixed soils observed in the upper six to 12 inches at this site may have sufficient LBR value due to the presence of silts and crushed shell. If the bottom of the base will be within 18 inches of, but no closer than 12 inches to, the seasonal high groundwater level, then a moisture tolerant base material, such as soil-cement or crushed concrete, must be used. However, the pavement base should not be placed within 12 inches of the seasonal high groundwater level unless an underdrain system is provided. If the bottom of the base course is at least 18 inches above the seasonal high groundwater table, then a crushed limerock base can be placed. If site preparation work is performed as described above, the following light duty pavement section may be utilized. THICKNESS INCHES SECTION DESCRIPTION Li ht Du Hea Du Surface Course Type S-1 or S-3 Asphaltic Concrete with minimum 1.5 2 Marshall stability of 1500 lbs. compacted to at least 95 ercent of the maximum laboratory Marshall densi Base Course Limerock having a minimum LBR of 100 and compacted 6 8 to at least 98 percent of its modified Proctor maximum dry density (ASTM D-1557). If the bottom of the base will be within 18 inches ofthe seasonal high groundwater level, then a moisture tolerant base will be required, or underdrains must be installed. Subbase Stabilized to a minimum LBR of 40 and compacted to at 6 6 least 95 percent of the modified Proctor maximum dry density (ASTM D-1557). Stabilization may not be re uired if amoisture-tolerant base is used. Methods and materials used for construction of the pavements should conform with all applicable sections of the Florida Department Of Transportation Standard Specifications for Road and Bridge Construction, Latest Edition. Detailed discussion of site preparation procedures of the pavement areas are included in the ' Site Preparation section of this report. ~ • • Dimmit Cadillac Parking Lot Expansion ' Clearwater, Florida HCE Report No. 040132.1 Page No. 5 ' Construction monitoring and testing are essential to proper pavement construction and performance. Compliance with the recommended construction specification for compaction and soil types must be verified ' by testing in accordance with applicable ASTM procedures. Observation of site preparation work is an integral part of the engineering recommendations contained herein. Failure to allow us the opportunity to observe site preparation work will invalidate our recommendations. Density tests should be performed for each lift of structural fill placed and for every 5,000 square feet of area below pavements. In pavement areas, the subbase and base materials should be tested to the same frequency. ' Density tests should also be performed for each lift of fill for every SO lineal feet of backfill placed in utility excavations or other excavations that are within the limits of the paving areas. LIMITATIONS This report has been prepared for the exclusive use of the Dimmit Cadillac and their designated representatives for the specific application to the project previously discussed. Our conclusions and recommendations have been rendered using generally accepted standards of geotechnical engineering practice in the State of Florida. No other warranty is expressed or implied. ' Our conclusions and recommendations are based on the design information furnished to us, the data obtained from the previously described subsurface exploration, and our past experience. They do not reflect variations in the subsurface conditions which are likely to exist in the region of our borings and in unexplored areas of the site. These variations are due to the inherent variability of the subsurface conditions in this geologic region. Should variations become apparent during construction, it will be necessary to re-evaluate our conclusions and recommendations based upon our on-site observations of the conditions. If changes are made in the overall design or the location of the proposed facilities, or if the finish grades differ from those discussed herein, the recommendations presented in this report must not be considered valid ' unless the changes are reviewed by our firm and recommendations modified or verified in writing. We should be given the opportunity to review the foundation plan, grading plan and the applicable portions of the project specifications when the design is finalized. This review will allow us to check whether these ' documents are consistent with the intent of our recommendations. ' ~ • Dimmit Cadillac Parking Lot Expansion ' Clearwater, Florida HCE Report No. 040132.1 Page No. 6 ' CLOSURE We appreciate the opportunity to work with you on this project. If you have any questions or need further ' information, please feel free to call our office. Sincerely. Iianecki Consultdnb'~,ngineers, Inc. .~ ~ Darrell J. Han i, f`.E. ~~~~o ~ Principal Distribution: 1 -Addressee L -Gulf Coast Consulting, Inc. attachments: Boring Location Plan SPT Test Boring Record Auger Boring Records Double Ring Infiltrometer Test Results ~ • • ~;f 1 j; APPROX. SCALE IN FEET 0 40 80 LEGEND APPROXIMATE LOCATION OF STANDARD PENETRATION TEST AND DOUBLE-RING ' INFILTROMETER TEST APPROXIMATE LOCATION OF HAND AUGER BORING DIMMITT CADILLAC Clearwater, Florida or~awN: JEH ~~~ CHKO: DJH Hanecki Consulting Engineers, Inc. Suite 201 13810 Plainview Road SCnLE: 1 ~~=80~ , Odessa, Florida 33556 DATE: 09-07-04 PROS. No: 040132 FIGURE: 1 HA - ~ LEGEND ' ~ s 5- 37 ; . O. Brown and gray fine SAND with abundant shell fragments (SW) ia'' _ ' ~ 10 18 .'" ~ Brown fine SAND with silt (SP-SM) 20 .. ~" Dark brown fine SAND (SP) ' 15 Light brown fine SAND (SP) 20 - zs :" ' B.T. ~ 20' HA Hand Auger 25 ~ Groundwater level 30 35 40 45 - ' S0 55 ' 60 65 ~ ,~_ DIMMITT CADILLAC Clearwater, Florida DRAWN: JEH ~~~ CHKD: DJH Hanecki Consulting Engineers, Inc. 13810 Plainview Road, Suite 201 SCALE: Odessa, Florida 33556 NTS DATE: 09-07-04 PROS. No. 040132 FIGURE: 2 ~ • ' AUGER BORING RECORDS ' HA-1 De th ft. Soil Description ' 0.0 - 1.0 Gray fine SAND (SP) 1.0 - 5.0 Tan fine SAND (SP) ' Groundwater level observed at 3.0 feet below the existing ground surface. Seasonal high groundwater level estimated at 1.5 feet below the existing ground surface. ' HA-2 De th ft. Soil Description 0.0 - 1.0 Gray fine SAND (SP) 1.0 - 5.0 Tan fine SAND (SP) ' Groundwater level observed at 3.0 feet below the existing ground surface. Seasonal high groundwater level estimated at 1.5 feet below the existing ground surface. ' HA-3 - De th ft. Soil Description ' 0.0 - 1.0 Intermixed gray fine SAND and rock fragments (GP) 1.0 - 5.0 Tan fine SAND (SP) 1 Groundwater level observed at 3.0 feet below the existing ground surface. Seasonal high groundwater level estimated at 1.5 feet below the existing ground surface. ' HA-4 De th ft. Soil Description 0.0 - 1.0 Gray fine SAND (SP) 1.0 - 5.0 Tan fine SAND (SP) ' Groundwater level observed at 3.0 feet below the existing ground surface. Seasonal high groundwater level estimated at 1.5 feet below the existing ground surface. HA-5 De th ft. Soil Description 0.0 - 1.0 Intermixed shell fragments and gray fine SAND (SW) 1.0 - 2.0 Dark gray fine SAND with shell fragments (SP) 2.0 - 5.0 Light gray fine SAND with silt (SP-SM) Groundwater level observed at 4.0 feet below the existing ground surface. Seasonal high groundwater level estimated at 2.5 feet below the existing ground surface. .. ' AUGER BORING RECORDS HA-6 ' De th ft. Soil Description 0.0 - 0.5 Shell fragments mixed with dark gray fine SAND (SW) 0.5 - 1.0 Dark gray fine SAND with silt (SP-SM) ' 1.0 - 2.0 Light gray fine SAND (SP) 2.0 - 4.0 Brown fine SAND (SP) 4.0 - 5.0 Gray fine SAND ' Groundwater level observed at 3.0 feet below the existing ground surface. Seasonal high gro undwater level estimated at 2.5 feet below the existing ground surface. HA-7 De th ft. Soil Description 0.0 - 1.0 Gray fine SAND (SW) 1.0 - 2.0 Light gray fine SAND (SP) 2.0 - 5.0 Tan fine SAND (SP) Groundwater level observed at 3.5 feet below the existing ground surface. ' Seasonal high gro 1 1 undwater level estimated at 2.0 feet below the existing ground surface. ' .. • • DOUBLE-RING INFILTROMETER (DRn TEST RESULTS Dimwit Cadillac Clearwater, Florida ' ACE PROJECT N0.040132 DRI-1 DATE: September 3, 2004 OUTER RING 24 inches ' DIAMETER: TEST DEPTA: 12 inches INNER RING 12 inches DIAMETER: TEST DURATION: 3.0 Hours TIME INCREMENTS (Minutes) INFILTRATION PER TIlVIE PERIOD nches 0 - 60 0.6 1 60 - 120 0.4 ' 120 - 180 0.4 Infiltration Rate: 0.4 inches/hour ' Groundwater Level: 3.5 feet below the existing ground surface. Seasonal Aigh Groundwater Level: 2.0 feet below the existing ground surface. ~ • 1 ", I ~ ;L: i ~~ FLD2004-08061 25191 US HIGHWAY 19 N Date Received: 08/26/2004 DIMMITT CADILLAC ZONING DISTRICT: C LAND USE: CL ATLAS PAGE: 244A PLANNER OF RECORD: WW CLW CoverSheet • • FLD2004-08061 25191 US HIGHWAY 19 N Date Received: 08/26/2004 DIMMETT CADILLAC ZONING DISTRICT: C LAND USE: CL ATLAS PAGE: 244A PLANNER OF RECORD: NOT ENTERED CLWCoverSheet • • Wells, Wayne From: Wells, Wayne Sent: Thursday, September 01, 2005 10:59 AM To: 'Jayne E. Sears' Cc: Akin, Pam Subject: RE: BCP2005-06196/25191 U.S. Hwy. 19 North Jayne - The legal descriptions attached to the Unity of Title do not include all of the property necessary. Based on the survey submitted as part of FLD2004-08061, the vacated rights-of- way adjacent thereto, as recorded in OR Book 8055, Page 1430 and OR Book 6037, Page 2033 have not been included in the legal description. Please revise the legal description to include all properties. Wayne -----Original Message----- From: Jayne E. Sears [mailto:JayneS@jpfirm.com] Sent: Monday, August 29, 2005 6:06 PM To: Akin, Pam Cc: Wells, Wayne; patc@dimmitt.com; scashenc~gulfcoastconsultinginc.com Subject: BCP2005-06196/25191 U.S. Hwy. 19 North Attached for your review are a proposed Declaration of Restrictive Covenants and Declaration of Unity of Title in connection with the referenced permit application. Planning requires these items in connection with permit approval. the Development Agreement between LaSalle Realty and the City was recorded in the public records, Ed Armstrong questions whether it necessary to record the restrictive covenant. Please review and let us know if acceptable to you. Jayne E. Sears Legal Assistant Johnson, Pope, Bokor, Ruppel & Burns, LLP 911 Chestnut Street Clearwater, FL 33756 Phone: (727) 461-1818 Fax: (727) 462-0365 Since is -----Original Message----- From: Jayne E. Sears Sent: Monday, August 29, 2005 5:59 PM To: Jayne E. Sears Subject: Scanned document <12 pages -542 KB> -- 8/29/2005 5:58:29 PM «DecRests . pdf» 1 M1' ~. • Wells, Wayne From: Wells, Wayne Sent: Tuesday, August 30, 2005 8:12 AM To: Akin, Pam Cc: Delk, Michael; Clayton, Gina; Thompson, Neil; Jayne Sears (E-mail) Subject: RE: $CP2OO5-06196/25191 U.S. Hwy. 19 North Unity of Title Declaration 200,.. Pam - This email from Ed Armstrong, through Jayne Sears, is in response to my comments on Building Permit #BCP2005-06196. One of my comments was: "Per the Development Agreement Section 6.1.4, provide evidence of the recording of the deed restriction encumbering the property as to the development limitations. Also provide evidence that such deed restriction was approved as to form by the City Attorney." I am concerned that Mr. Armstrong is questioning the need to record the restrictive covenant. The development agreement approved by City Council on February 17, 2005, included this provision requiring the recordation of the deed restriction prior to the issuance of the building permit. My second comment on the building permit was: "Need to record a new Unity of Title that ties both the property on US 19 with the subject property, in conformance with the condition of approval for FLD2004-08061. (Note: The Unity of Title submitted was recorded in June 2003 and is only for that property fronting on US 19.)" The attached Unity of Title is not in the form that Planning provides to individuals needing to record such Unity of Titles. I am attaching the form that we use. Since the issue through the review of the building permit was that the legal description for the property under the Unity of Title submitted was for only that portion of the property fronting on US 19 and did not include the subject property under FLD2004-08061 and DVA2004-00003, I will request assistance from Engineering to ascertain the accuracy of the legal description (as I did previously). If I can be of assistance, let me know. Wayne -----Original Message----- From: Jayne E. Sears [mailto:JayneSC~jpfirm.com] Sent: Monday, August 29, 2005 6:06 PM To: Akin, Pam Cc: wells, Wayne; patcC~dimmitt.com; scashen@gulfcoastconsultinginc.com Subject: BCP2005-06196/25191 U.S. Hwy. 19 North Attached for your review are a proposed Declaration of Restrictive Covenants and Declaration of Unity of Title in connection with the referenced permit application. Planning requires these items in connection with permit approval. Since the Development Agreement between LaSalle Realty and the City was recorded in the public records, Ed Armstrong questions whether it is 1 F necessary to record the rest. tive covenant. Please review and let us know if acceptable to you. Jayne E. Sears Legal Assistant Johnson, Pope, Bokor, Ruppel & Burns, LLP 911 Chestnut Street Clearwater, FL 33756 Phone: (727) 461-1818 Fax: (727) 462-0365 -----Original Message----- From: Jayne E. Sears Sent: Monday, August 29, 2005 5:59 PM To: Jayne E. Sears Subject: Scanned document <12 pages -542 KB> -- 8/29/2005 5:58:29 PM « DecRests.pdf» 2 o. ^, ~, LONG RANGE PLANNING DEVELOPMENT REVIEW • CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, ZOO SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE(727~ 52-4567 FAx(727) 562-4576 January 20, 2005 E. D. Armstrong III, Esquire Johnson, Pope, Bokor, Ruppel & Burns, LLP P.O. Box 1368 Clearwater, FL 33757-1368 RE: Development Order -Case FLD2004-08061 25191 US Highway 19 N Dear Mr. Armstrong: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On January 18, 2005, the Community Development Board reviewed your request for Flexible Development approval to permit a nonresidential off-street parking lot in the Low Medium Density Residential District, under the provisions of Section 2-204.C. The Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria for a nonresidential off-street parking lot per Section 2-204.C; 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913; and 3. The development is compatible with the surrounding area and will legitimize the existing use of the property. Conditions for Approval: 1. That use of this parking area be solely for vehicle storage of new and used vehicles and for employee parking, and not be for the sales and display of vehicles. This parking area shall not be used for the parking or storage of vehicles associated with the service department to be repaired, nor shall transport trucks on- or off-load vehicles within this parking area; 2. That vehicles stored or parked in this parking area not encroach into any landscaped area or drive aisle; 3. That lighting of this parking area be designed and constructed to comply with the requirements of Division 13 of Article 3 of the Code. A photometric plan shall be submitted as part of the construction plans showing compliance prior to the issuance of any permits. Site lighting of this parking area shall be automatically switched to turn off no later than 9:00 pm; 4. That loud speakers and phone ringer systems be prohibited to be used in this parking area; 5. That all edges of pavement be designed with vertical curbing or wheel stops for the protection of landscaped areas. Compliance shall be shown on a revised site plan prior to the issuance of any permits; BRIAN J. AUNGST, MAYOR-COMMISSIONER • HOYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER FRANK HIE3I3ARD, COMMISSIONER ® BI1.I, JONSON, CO<•'iMISSIONIiR ~~EQUAI. EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER~~ • January 20, 2005 Armstrong -Page Two 6. That an easement be provided, unless one presently exists, for the existing 15-inch RCP running through the property from 4th to 5th Avenues S prior to the issuance of any permits, acceptable to the Engineering and Legal Departments; 7. That all invasive, exotic vegetation in the ditch be removed prior to the issuance of a Certificate of Completion; 8. That, prior to the issuance of any permits, a copy of the SWFWMD permit or letter of exemption be submitted; and 9. That a Unity of Title be recorded prior to the issuance of any permits, tying this property together with that property fronting on US Highway 19 N. Issuance of this Development Order is subject to the annexation of the property (ANX2004-08013), the amendment of the Land Use Plan category and rezoning of the property (LUZ2004-08006) and the approval of a Development Agreement (DVA2004-00003). No building permits may be issued prior to the final approval of the annexation, land use plan amendment, rezoning and development agreement. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (January 18, 2006). All required, certificates of occupancy/completion shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the ease. The appeal period for your case expires on February 1, 2005 (14 days from the date of the CDB meeting). If you have any questions, please do not hesitate to call Wayne M. Wells, Planner III, at 727-562-4504. You can access zoning information for parcels within the City through our website: www.myclearwater.com/ og v/depts/planning. *Make Us Your Favorite! Si cerely, ~ ~~~ Cynthia H. Tarapani, AICP Planning Director S: (Planning DepartmentlC D BIFLEX (FLD)I/nnctive or Finished Applicntionsl US Hwy 19 N 25191 Dimmitt (LMDR) - Approved) US Hwy !9 N 25/91 Development Order.doc FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTli~IElOTT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 (727) 562-4567 TO: ~l~ ~ Scio_,,,c-s FAX: (727) 562-465 FAX: . '4- b Z- ' 0 3 ~o S Phone: ~ to l ' ~ ~ 1 ~ FROM• ~J~11S Phone:' ~ b z - ~S~ DATE:_ ~ ~ 0 ~ OS' RE: ~~--1~ '?~O ~}- - 0 ~ p (o I Z--S 1~ 1 u 3 1'tw ~ l~~ MESSAGE: ~ e..~1"~~ti ort' ~cc.~-w1o1 ~ NUMBER OF PAGES(INCLUDING THIS PAGE)_2_ -= - *F Jan. 10 2005 09:57AM YOUR LOGO City0fClearwater-Plan Dept YOUR FAX N0. 727 562 4865 ' N0. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94620365 Jan. 10 09:55AM 02'52 SND 07 OK TO TURN OFF' REPORT, PRESS 'MENU' #04. THBV SELECT OFF BY USING '+' OR '-'. FOR FAX ADIJANTAGE ASSISTANCE, PLEASE CALL 1-800-I~LP-FAX C435-7329]. o. ~, a, LONG RANGE PLANNING DEVELOPMENT REVIEW • CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, ZOO SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE(727~ 562-4567 FAx(727) 562-4576 December 22, 2004 E. D. Armstrong III, Esquire Johnson, Pope, Bokor, Ruppel & Burns, LLP P.O. Box 1368 Clearwater, FL 33757-1368 Re: Community Development Board Meeting (Case No. FLD2004-08061) Dear Mr. Armstrong: Case No. FLD2004-08061 for Flexible Development approval to permit a nonresidential off- street parking lot in the Low Medium Density Residential District, under the provisions of Section 2-204.C, for property located at 25191 U. S. Highway 19 North, has been deemed sufficient and has been scheduled to be reviewed by the Community Development Board on January 18, 2005. The meeting will take place at 1:00 p.m. in the City Council Chambers, 3rd floor of City Hall at 112 S. Osceola Avenue, Clearwater. If you have any questions, please do not hesitate to call me at 727-562-4504. Sincerely, 1,~~,~ c~. ~ ~ Wayne lei. Wells, AICP Planner III S: IPlnmling DepnrnnentlC D BIFLEX (FLD) (Pending cnseslUp for the next CDB( US Hwy 19 N 25191 Dimmitt (LMDR) 1.18.05 CDB - WWI US Hwy !9 N 25191 CDB Letter.doc BRIAN J. AUNGST, MAYOR-COMMISSIONER HOYT HAMILTON, VICE MAYOR-C(>MMISSIONER WHITNEY GRAY, COMMISSIONEK FRANK HIBBARD, COMMISSIONER ® BILL JONSON, COMMISSIONER ~~EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EDIPLOYF.R~~ • r • FLD2004-08061 - 25191 U.S. Highway 19 North GENERAL ENGINEERING: Comment: • ORIGINAL 1. Dumpster enclosure does not meet City Standards, Index 701 Sheets 1 through 3. Response: 1. See revised Dumpster detail on sheet 5. Comment: 2. Need to grant additional right-of-way for Third Avenue where road improvements are on private property. Response: 2. We have provided a roadway easement as shown on revised .sheet 4 to encompass this portion of the Third Avenue roadway. Please note that this roadway is maintained by Pinellas County and this easement will need to be dedicated to Pinellas County. Comment: 3. Need to install a 4 ft. concrete sidewalk along all right-of-ways per Code of Ordinances, Section 3-1701. Response: 3. We have detailed a 4' wide concrete sidewalk within the property boundary within and adjacent to the Drainage & Utility easement covering portions of Third Avenue South and Fourth Avenue South as shown on revised sheet 4. Please note this roadway is maintained by Pinellas County and that we will be required to permit this sidewalk as part of an Easement Use Permit. Comment: 4. Need to show the existing 8" effluent water line along Chautauqua Avenue per City Atlas. Response: ~ ~ ~ ~ ~~~ ~~~ 0 ~~ 11~U4 PIA~'IVIlVC~ DEPART"4~~~1T CITY OE CL~:;ar`~4~'~;i~~ December 7, 2004 • • ' Page 2 of 12 O R I G (~I;~ L 4. The existing 8" Watermain and the existing 10" Sanitary main are shown on revised sheet 4. As shown and as consistent with City of Clearwater Utility Atlas Maps and survey data, these water and sewer lines extend through the site and continue to the north within the Third Avenue South right-of-way. Comment: 5. This DRC review by the Engineering Department is not an approval or review of any construction plans for permitting purposes. Response: 5. Acknowledged. ENVIRONMENTAL: Comment: 1. Removal of all invasive, exotic vegetation in ditch prior to building permit. Response: 1. The majority , of the "ditch" area within the southwest area of the site is jurisdictional and has been labeled as a wetland jurisdictional line as shown on revised sheet 4. The remaining portion of the-ditch lies offsite and, as brought to our attention at the DRC meeting, is property owned by the City of Clearwater. Comment: 2. No Issues. Response: 2. Acknowledged. FIRE: Comment: 1. No Issues. Response: 1. Acknowledged. HARBOR MASTER: DcC 0 ~ 2Q174 PLANNING DEPARTMENT CITY OF CLEARWATER Comment: December 7, 2004 • • Page3of12 CJRIGP~~~L 1. No Issues. Response: 1. Acknowledged. LEGAL: Comment: ~ ~ ~ ~ ~~ /J~ 1. No Issues. ~/ DEC 0 8 2004 Response: PLANNING DEPARTMENT 1. Acknowledged. CITY OF CLEARWATER LAND RESOURCES: Comment: 1. Show all of the trees to be preserved and their canopies on ALL plans.. Provide prior to CDB. Response: 1. All trees to be preserved and their respective canopies, are shown on revised sheet 4 and the revised Landscape Plan. Comment: 2. It is not recommended to preserve any of the pine trees adjacent to the parking lot unless adequate space (drip line to drip line) is provided. Revise prior to CDB. Response: 2. These pine trees with driplines within the proposed pavement areas are now shown to be removed as shown on revised sheet 4 and the revised Landscape Plan. Comment: 3. Do not preserve any trees rated #2 or below (see tree inventory). Revise prior to CDB. Response: December 7, 2004 • Pae4of12 ®~~~~- _~q~ g 3. Any trees rated #2 or below have been proposed to be removed as shown on revised sheet 4 and the revised Landscape Plan. LANDSCAPING: Comment: 1. A 25-foot landscape buffer is required -the buffer shown is only a few feet wide. Revise the landscape buffer prior to CDB Review. In addition, make sure that any fence over three feet in height is setback at least 25 feet front any front property line. All landscaping along street r-o-w to be on the exterior side of fence. Response: 1. A 25-foot landscape buffer has been shown along the north and east property boundaries of the site. A 22-foot wide buffer has been shown along the southeast property boundary adjacent to vacant land owned by Lasalle Realty. As agreed to by Chip Gerlock and Wayne Wells at the December 2, 2004 DRC Meeting, since we are required to install the 5' wide concrete sidewalk adjacent to the exterior roadways, no proposed trees will be required on the interior or site-side of the 6' high opaque fence, between this fence and the proposed pavement. We have proposed a continuous hedge with some trees along the street side of this fence as shown on the revised Landscape Plan. PARKS AND RECREATION: Comment: 1. No Issues. ~ ~ ~ ~ ~~~ Response: Acknowledged. STORMWATER: Comment: ~tC 0 ~ 2~~~ PLANNING DEPARTMENT CITY OF CLEARWATER 1. Plans are difficult to read and interpret as a result of too much information and lack of varying pens. In subsequent DRC and building permit submittals, please clean plans to produce a more legible and easy to interpret plan set. December 7, 2004 • ~ /~ I Page 5 of 12 O R I G I N r`I l~ Response: 1. For clarification, we have divided our plan sheets with the Horizontal Control, site dimensioning and striping plan now detailed on revised sheet 3 and the Site Development Plan (Paving, Grading and Drainage) as revised sheet 4. Comment: 2. Stormwater pond does not appear large enough to hold the required volume as described in the City of Clearwater Stormwater Design Criteria. Please contact if a copy of this criteria is needed. Response: 2. As discussed with Jason Kinney, please refer to the revised Master Drainage Calculations. We have included a s separate section the City of Clearwater Drainage calculations to address the city's requirements. Comment: 3. Provide justification for MODRET parameters. SHW by Geotech is 1.5 feet below grade, which would be about 87.5. How was aquifer base determined? By MODRET manual Kvu is typically 2/3 of the test result. Response: 3. The retention pond has been revised to a wet retention pond as shown on sheet 4. We have provided a littoral shelf area around the proposed outfall as shown on revised sheet 4. SOLID WASTE: Comment: 1. No Comments. Response: 1. Acknowledged. TRAFFIC ENGINEERING: Comment: DEC 0 0 ~O[14 PLANNING DEPARTMENT CITY OF CLEARWATER 1. Are all proposed parking areas to be used for vehicle storage? If not any parking for use by employees or customers must meet city standard dimensions. On the site plan designate vehicle storage area, employee parking and customer parking. December 7, 2004 IGI~~IAL Page 6 of 12 Response: 1. The entire parking area is proposed to be used a vehicle storage area as detailed on the plans and the submittal documents. Comment: 2. 20' x 20' sight distance triangles must be shown on the site plan. The triangles are measured from the property line and must be shown at all access entrances/driveways per (City of Clearwater's Land Development Code). Objects within the sight distance triangles must not exceed 30" in height from the pavement. Response: 2. As discussed at the DRC meeting, this comment is not applicable since there are no proposed entrances or driveways proposed as part of this plan. In fact, we are actually proposing to remove and close the existing entrance to Fourth Avenue as detailed on the Demolition Plan. Comment: 3. Site plan is hard to read due to multiple layers. Subsequent review may include additional comments when revised plans are submitted. Response: 3. For clarification, we have divided our plan sheets with the Horizontal Control, site dimensioning and striping plan now detailed on revised sheet 3 and the Site Development Plan (Paving, Grading and Drainage) as revised sheet 4. Comment: 4. General note: If additional customer/employee parking is provided then disabled parking spaces must also be appropriately added per ADA code. Response: 4. The entire parking area is proposed to be used as a vehicle storage area as detailed on the plans and the submittal documents. Comment: ~~~~a~~~ 5. All of the above to be addressed prior to CDB. DED 0 8 2004 Response: PLANNING DEPARTMENT CITY OF CLEARWATER • December 7, 2004 Page 7 of 12 5 PLANNING: Comment: Acknowledged. ORIGINAL 1. Condition to be included in Staff Report: That lighting of this parking area be designed and constructed to comply with the requirements of Division 13 of Article 3 of the Code. A photometric plan shall be submitted as part of the construction plans showing compliance prior to the issuance of any permits. Site lighting of this parking area shall be automatically switched to turn off at 9:00 pm. Response: 1. The site lighting is proposed as 25-foot tall light poles with Low-glare light fixtures with side shields on light fixtures adjacent to property boundaries (to reduce illumination of offsite areas) with lights directed the site as noted on revised sheet 3. A photometrics plan will be submitted for review as part of the site permit review process. Comment: 2. Show on Sheet 3/4 and L1 the visibility triangle at the intersection of Third Avenue South and the north/south right-of-way (no name given). Response: 2. As discussed at the DRC meeting, this comment is not applicable since there are no proposed entrances or driveways proposed as part of this plan. In fact, we are actually proposing to remove and close the existing entrance to Fourth Avenue as detailed on the Demolition Plan. Comment: 3. Unclear as to location of proposed six-foot high fence, as the fence appears to end at Fourth Avenue South. Unclear why the fence does not parallel the unnamed street between Third and Fourth Avenues South parallel Third Avenue South and parallel the south property line. Unclear of the type of fence proposed (piers with wrought iron open fencing between, solid wood fence, masonry wall with piers, etc.). Provide a detail of proposed fence. Response: ~ ~ ~ ~ ~ ~ V DEC 0 8 2Q04 PLANNING DEPARTMENT CITY OF CLEARWATER December 7, 2004 ~ R ~ ~, I I~ Page 8 of 12 v 3. An existing 6' high wood fence exists along the north end of the site and a proposed 6' high opaque fence is proposed around the eastern perimeter of the site as shown on revised sheet 4. Comment: 4. Provide a project overview plan that shows this parking area in relation to the existing dealership, driveways and drive aisles. Response: 4. See enclosed aerial photograph of the site as previously submitted to the City of Clearwater. Comment: 5. Curb the edge of pavement in the extreme southeast corner of the site, the northern edge of the pavement and the edges of the angled parking areas on the west side of the subject area. Response: 5. We have proposed concrete wheelstops at these areas as previously shown and detailed on -sheet 3. The existing pavement areas to the southwest are not proposed to be modified as shown. Comment: 6. Condition to be included in Staff Report: That vehicles stored in this parking area not encroach into any landscaped area or drive aisle. Response: 6. Acknowledged. ~~C~GV~~ Q~C 0 8 2004 Comment: PLANNING DEPARTMENT CITY OF CLEARWATCR 7. Survey indicates that existing pavement on west side of subject area of body shop is 90-degree parking. Proposal appears to propose car wash building with angled parking on either side. The proposed car wash will need to be permitted though other appropriate processes, since it isn't (and can't) be within the subject area. However, it is unclear how the angle parking will work, in light of the proposed car wash building. Advise/revise. Response: December 7, 2004 Page 9 of 12 ~ ORIGI~'~AL 7. The Car Wash Area has been deleted and is not proposed as part of this site development as shown. The existing paved parking areas to the west are not proposed to be modified, with the exception of the minor area to the northwest, as shown on revised sheets 3 and 4. Comment: 8. Show proposed sidewalk within adjacent rights-of-way. Response: 8. See revised plan sheets 3 and 4. Comment: 9. Land to the south is owned by the City for parkland. Proposed fence should be extended along south property line to shield views of the vehicle parking/storage from the parkland. Response: 9. As mentioned by Chip Gerlock, the City was to re-explore the need of a fence to the south which abuts a wooded area with wetland area as well. Comment: 10. There is an existing 15-inch RCP running through the property from 4th to 5th Avenues S. This pipe appears to be retained. There does not appear to be any existing easement for this pipe. Provide an easement prior to the issuance of any permits, acceptable to the Engineering and Legal Departments. Response: 10. This existing 15" pipe provides an outfall from the Pinellas County maintained roadway. We will provide a drainage easement to be dedicated to Pinellas County if an easement does not exist encompassing this pipe. Comment: 11. Condition to be included in Staff Report: That loud speakers and phone ringer systems be prohibited to be used. Response: 11. Acknowledged. ~~~~I~~~ DEC 0 8 704 PLANNING DEPARTIVIENT CITY OF CLEARWATER December 7, 2004 • v ~ ` I ~ I ~ n Page 10 of 12 Comment: 12. Condition to be included in Staff Report: That a Unity of Title be recorded prior to the issuance of any permits, tying this property together with that property fronting on US Highway 19 N. Response: 12. See attached recorded Declaration of Unity of Title. Comment: 13. Section 6.1.3.3 of the Development Agreement requiring a " 25-foot landscape buffer around the perimeter of the site" is in conflict with the proposed site plan. Along the east (southeast) side, there is only a 22-foot wide buffer proposed. There is no buffer proposed along the west side of the property (development agreement should be modified to be more specific as to where and what size buffers are proposed). Response: 13. The Development Agreement will be revised to state the buffers are to be in conformance to the approved site plan. Comment: 14. Condition to be included in Staff Report: That vehicles associated with the service department be prohibited from parking in this parking area. ~~~~ Res onset ~~~® p DEC 0 8 ZQQ4 14. Acknowledged. PLANNING DEPARTMENT Comment: CITY OF CLEARWATER 15. Subject area is for the parking/storing of vehicles for the dealership. It is assumed that car transport vehicles/trucks presently off- or on-load vehicles within the Commercially zoned area. The subject area is to be residentially zoned. The off- or on-loading of vehicles should not occur within the subject area. Revise plans. Response: 15. The Off-Loading area has been removed from the site plan. This Transport vehicle turnaround area (through this vehicle storage area) is needed to provide a means by which these trucks can turn around and exit the site since the December 7, 2004 Pagellofl2 "~~~~~~~ driveway entrance to Fourth Street is proposed to be removed as part of this site plan submittal. Comment: 16. The proposed dumpster enclosure will need to be permitted though other appropriate processes, since it isn't (and can't) be within the subject area. Also, "area to be restriped" west of proposed car wash building will need to be permitted through other appropriate processes. Response: 16. The dumpster area is located outside of the residentially zoned area as shown and the proposed enclosure wall will be permitted through the Building Department. There are minor areas shown with pavement to be removed and areas to be restriped within the commercially zoned areas to the west of this vehicle storage area and this proposed work is necessary and part of this proposed development to be reviewed and approved by the City. Comment: 17. There is too much information provided on Sheet 3/4. Separate out site development from grading. Response: 17. For clarification, we have divided our plan sheets with the Horizontal Control, site dimensioning and striping plan now detailed on revised sheet 3 and the Site Development Plan (Paving, Grading and Drainage) as revised sheet 4. Comment: 18. Criteria #3 for "non-residential off-street parking" in the LMDR District requires the parking spaces to be "screened by a wall or fence at least three feet in height which is landscaped on the external side with a continuous hedge or nondeciduous vine." To have the fence along the property line, request must include a deviation from this criteria. Adjacent to private property, staff would support the fence along the property line with the landscaping on the inside of the fence. Staff also supports the six- foot high, solid fence. Along the street rights-of-way, however, staff would prefer to have landscaping on the outside (and inside) of the fence so that the starkness of the fence along the right-of-way is softened by landscaping. Response: R~~E9~4~~ DEG 0 ~ 200+ PLANNING DEPARTMENT CITY OF CLEARIlIIATER December 7 2004 •~ R ~ G ~ ~ ~ ~ ~ • Page 12 of 12 18. The proposed 6' high fence will be requested as a deviation from City of Clearwater criteria. As agreed to by Chip Gerlock and Wayne Wells at the December 2, 2004 DRC Meeting, since we are required to install the 5' wide concrete sidewalk adjacent to the exterior roadways, no proposed trees will be required on the interior or site-side of the 6' high opaque fence, between this fence and the proposed pavement. 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S~f ~k~~~'~'4y d ~ Yt ~ f~ (~'i' 710. 3 - ~. ~/ i~iM! ~ ~~ - ~M1 !, pp~ ~. ~slpll~ Ada `i KIIMS7~ R~a+it3. ~~. ~ i i~t et •e~e+ rw~ i'~ Iv.a. 1'~ *la~elll +td a.~e ~ ~' ~ JtMRIM~ #~ft1! l1rlA ~ ~' • ' • - ~.rcars~+eso_~: ~Aei.ts~.lL ~~a-swo~r»r~-~- ,~sss.~~o A.~.: ~ of 9 COOF~1 i9809ZLLZL XV3 T£~ZZ i~00Z/ZOlZT FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPART1VIEleTT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-465 TO: FAX: Phone: ~2. - 0 FROM: ~_ W Q-1 `~ Phone: S (o Z - 4- S ~_ DATE:_ ~ 0 RE: t~.~ LLD 200 ~ - ~~ ~-l7r MESSAGE: Q ~-D~-OO 4 - v 8o co 1 NUMBER OF PAGES(INCLUDING THIS PAGE)~~ • Nov. 29 2004 07:59PM YOUR LOGO CityDfClearwater-Plan Dept YOUR FAX N0. 727 562 4865 N0. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94620365 No~.29 07:54PM 05'26 SND 14 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING'+' OR '-'. FOR FAX ADUANTAGE ASSISTANCE, PLEASE CALL 1-800-HAP-FAX C435-7329). Clearwater November 02, 2004 E. D. Armstrong Po Box 1368 Clearwater, Fl 33757 CITY OF CL~ARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W.MYCLEARWATER. COM RE: FLD2004-08061 -- 25191 US HIGHWAY 19 N -- Letter of Completeness Dear E. D. Armstrong The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2004-08061. After a preliminary review of the submitted documents, staff has determined that the application is Complete. The Development Review Committee (DRC) will review the application for sufficiency on December 02, 2004, in the Planning Department conference room -Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. Please call Sherry Watkins, Administrative Analyst, at 727-562-4582 no earlier than one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments maybe generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 727-562-4504 or W ayne. Wells@myclearwater.com. Sincerely yours, ,~- M_~ ~~ Wayne ells, AICP Planner III Letter oJCompleteness - FLD2004-0806/ -15/9/ US HIGHWAY /9 N FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTIi~IENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-465 TO FAX: ~ ~ ~ " ~ 3 ~ s Phone: _ ~" ~4 ~ " ~ ~ 1 FROM:/ V ~ ~ IS Phone• '~ ~ L~'.T n ~' DATE:_ _~ I ~ RE: ~Z~7 Lp V - ~ ~'D_(~ Z~191 V~ 1q . MESSAGE: (~wl~ ~Q NUMBER OF PAGES(INCLUDING THIS PAGE) iM~^~ d. c A ~ ~ . Nov. 02 2004 09:12AM YOUR LOGO City0fClearwater-Plan Dept YOUR FAX N0. 727 562 4865 N0. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94620365 No~.02 09:11AM 01'05 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN! SELECT OFF BY USING '+' OR '-'- FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX C435-7329). • Gulf Coast onsulting, Inc. Land Development Consulting .Engineering .Planning .Transportation .Permittuig ICOT Center 13825 ICOT Boulevard, Suite 605 Clearwater, FL 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 October 29, 2004 Mr. Wayne Wells City of Clearwater Planning Department. 100 S. Myrtle Avenue, 2"d Floor Clearwater, FI 33756 Re: Dimmitt Parking Expansion Site Dear Mr. Wells "~ ~ -~ ~ } ~ ~' ~ ~ Ivuv _ 12004 ~~` F PLANNING 8 CIEVELOPMENT SERVICES CITY OF CLE;aRWATER Enclosed for your review are Three (3) Drainage Reports and Three(3) copies of the ERP Permit Application submittal to SWFWMD dated September 24, 2004. Please call me if you have any questions or. need any additional information to facilitate your review and approval. Sincerely, Principal Cc File 04-041 J • CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, ZOO SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562'4567 FAx (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW October 28, 2004 Mr. E. D. Armstrong III, Esquire Johnson, Pope, Bokor, Ruppel & Burns, LLP P. O. Box 1368 Clearwater, FL 33757-1368 RE: Case No. FLD2004-08061, 25191 US Highway 19 N. Dear Mr. Armstrong: The Planning staff has reviewed your application for Flexible Development approval for property generally located at 25191 US Highway 19 N. After a preliminary review of the submitted documents, staff has determined that the application is incomplete. Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. In order to stay on the current schedule for review for sufficiency by the Development Review Committee (DRC) on December 2, 2004, the following information is required to be submitted by 9 am on Monday, November 1, 2004 (should you be unable to meet this time frame, the next submittal deadline is November 23, 2004 [noon] to be reviewed for sufficiency by the DRC on December 23, 2004, if the application is deemed complete): The following items and/or information are required in order to make your application complete: 1. While stormwater calculations have been provided, and they are signed by a Florida registered Professional Engineer, they are not sealed by a Florida registered Professional Engineer. The engineer could come to our offices and seal the copies already provided. 2. While the transmittal comment/response package indicates that a copy of permit inquiry letter or SWFWMD permit submittal is attached, I am unable to locate such. Please provide at least three copies. If you have any questions, please do not hesitate to call me at 727-562-4504. You can access zoning information for parcels within the City through our website: ww~,v.myclearwater.com. Sincerely, !'V ~. YV(XXO Wa fie M. Wells, AICP Y Planner III S: IPinnning Depnrtmen[IC D BIFLEXI/nconlpletel US Hwy /9 N 25/9/ Dimnritt (LMDR)I US Hwy l9 N 25/9/ /ncomplete Letter /0.28.04.doc BRIAN J. AUNGST, MAYOR-COMMISSIONER HOYT HA1~IILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER FRANK HII3I3ARD, COMMISSIONER ® BILLJONSON, COMMISSIONER ~~EQUAI. EMPLOYMENT AND API'IRMATIVE ACTION EMPLOYF.R~~ FAX COVER MEMO CITY OF CLEARWATER TO: PLANNING DEPARTIi~IEleTT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-465 FAX: '4' ~o ~ - U 3 to S Phone: __ FROM: a e~\3 Phone: S ~o Z - ~-SO DATE:_ ~~ Z~ O ~ RE: ~L.1~ 7...0 ~ ~ ~ d $ 0 to i 2 51 5~ V ~ 1 9 ~1 MESSAGE: ~ n C.O~cr., ~~ !.~l~. ~ "}~ Z NUMBER OF PAGES(INCLUDING TIIIS PAGE) Oct. 28 2004 11:13AM YOUR LOGO City0fClearwater-Plan Dept YOUR FAX N0. 727 562 4865 N0. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94620365 Oct. 2$ 11:12AM 01'10 SND 02 DK TO TU}~d OFF REPORT, PRESS ' P'~ILJ' #04. THBd SELECT OFF BY USING '+' ~ '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HAP-FAX C435-7329). ~ ,Page 1 of 7 ~L~ ~oo~- vSobj ANX2004-08013 - 25191 U.S. HIGHWAY 19 N. DVA2004-00003 LUZ2004-08006 PLANNING DEPARTMENT: Comment: 1. Request is for "non residential off-street parking" in the proposed Low Medium Density Residential District. The proposal, however, is primarily for vehicle storage of a car dealership, which is a commercial use being requested within a residential district, and does not meet the intent or purpose of this Zoning District use. The intent of the "nonresidential off- - street parking" is for employee and customer parking for a commercial business, where there are no cars overnight. The proposal is to have cars in this area all the time. To permit vehicle storage for the car dealership, a land use plan category of ResidentiaVOffice/Retail (R/O/R) or Commercial General (CG) will be required, along with Commercial District zoning. Response: 1. Through discussions among the applicant, City Planning staff and City Engineering staff, it has been determined that the request may remain for non- residential off-street parking in the LMDR district, and therefore, the applicant continues to request rezoning to LMDR with a land use change to Residential Low, with a companion request for a development agreement. Comment: 2. Dumpsters for the commercial business cannot be within the proposed residentially-zoned area. Response: 2. The Dumpsters have been relocated as shown on revised sheet 3. ~~~~ ~ ~~ ~ c~ OCT 2 5 2004 ~ ,~ ~ NING P= r~,VFLOPMENT ~ P VAN SERVICcS CITY OF CLE~RW~TE~ Page 2 of 7 • • Comment: 3. Plans (each sheet) must be signed and sealed by a Florida registered Professional Engineer. Response: 3. Acknowledged. Comment: 4. Provide stormwater calculations, signed and sealed by a Florida registered Professional Engineer. Response: 4. Enclosed are Six (6) Signed and Sealed sets of the Drainage Report as previously submitted to the City of Clearwater. Comment: 5. Provide the copy of the permit inquiry letter or SWFWMD permit submittal. Response: 5. See attached copy of the cover letter of the ERP permit submittal to the Southwest Florida Water Management District (SWFWMD). Comment: 6. Provide the copy of the State and County stormwater system tie-in permit application, if applicable. Response: 6. Since this project does not propose to directly discharge stormwater to any public rights-of--ways, no county or city stormwater connection permits are required. Comment: 7. Depict by shading or crosshatching all required parking lot interior landscaped areas. Response: 7. Please refer to the revised Landscape Plan. ~~~~~~ I ~ OCT 2 5 200u ~.... ,.+ ~------- Si ~TM ~~ .,~Trr F_~• Page 3 of 7 , • • Comment: 8. Provide in the Site Data Table the percentage of interior landscape coverage, expressed in both square feet and as a percentage of the vehicular use area (VUA) (minimum of 10 percent of the VUA required). Response: 8. See Revised Site Data Table on revised sheet 3 as well as the revised Landscape Plan Comment: 9. Provide typical planting detail for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures. Response: 9. Please refer to the Landscape Detail sheet. Comment: 10. Provide an irrigation plan. Response: 10. Please refer to the Irrigation Plan sheet. Comment: 11. Provide a tree inventory, prepared by a certified arborist, of all trees 8 inches DBH or greater, reflecting size, canopy (drip lines) and condition of such trees. Response: 11. The Tree Inventory Chart, as prepared by Joe Samnik, Certified Arborist, is shown on revised sheet 2 and the revised Landscape Plan. Also enclosed are Fifteen (15) copies of the Tree Assessment Report as prepared by Samnik & Associates, LLC. ~ -- ---- L..,~ ,--- ~ i ~ ~ --- OCT 2 5 2004 ____ _ -~ p~NNIN~ R, ~`r4'ELOPh''y~' Cyr. ~wa~. Page 4 of 7 • • Comment: 12. Provide a traffic impact study or obtain a waiver from the Traffic Engineering Department. Response: 12. As discussed at the October 7 DRC Meeting, since this is a proposed parking lot, a Traffic Impact Study was deemed to not be necessary. ENGINEERING CONDITIONS: Comment: 1. Where is the application and site plans for flexible development agreement? Response: 1. Applications and Plans were previously submitted to the City of Clearwater. Comment: 2. Section 6.2.2: City Will Approve Preliminary and Final Site Plans for ...? Response: 2. This Section was revised as requested by the City Attorney. See the revised Development Agreement. Comment: 3. Section 8 Local Government Permits: Need health permit for water main extension and/or D.E.P. permit for sanitary sewer main extension. Response: 3. No water or sanitary sewer extensions are proposed as part of this development. Comment: 4. Section 18:... hereto and recorded in the official records of Pinellas County? Response: 4. The reference to City records is correct. The Development Agreement~is n~ being recorded in the public records. _ - - ~ - - ~ ~" ~ r.. _ -_. ~ J `; OCT 2 5 2CQ~ ~ # > ~ (~ I ~ - .~ r- Page 5 of 7 • • Comment: 5, The acknowledgement found on page 9 acknowledges Richard Dimmitt as President of Lasalle...while his capacity found on page 8 lists him as Manager. Response: 5. The notary acknowledgment was revised to reflect the correct capacity of Mr. Dimmitt, as Manager. See the revised Development Agreement. Comment: 6. Need full size set of drawings attached in order to comment appropriately. Response: 6. The required number of full size sets of plans were previously submitted to the City of Clearwater. Comment: 7. Need improvements to Third Avenue to be installed between U.S. 19 and Main Street (Chautauqua Avenue). Response: 7. Please realize that the existing driveway connection to Third Avenue (Chautauqua Avenue) is proposed to be removed /eliminated as part of this proposed project. Therefore, this comment is not applicable. Comment: 8. No off-loading of vehicles within the right-of-way of Chautauqua Avenue. Need to show truck path within property. Response: 8. There will be no off-loading onto Chautauqua Avenue since this driveway connection to Chautauqua Avenue to the east is proposed to be removed as part of this project. i T ~~ ~ ,- - i ~; OCT 2 5 2~7~ L_.__ _ __ ~ _ _ . -S ."""~.. ; ~I I r~ Page 6 of 7 • • Comment: 9. Provide the copy of the permit inquiry letter or SWFWMD permit submittal. Response: 9. See attached copy of the cover letter of the ERP permit submittal to the Southwest Florida Water Management District (SWFWMD). LANDSCAPE ISLAND PLANT CONDITIONS: Comment: 1. Per Section 3-1202.E.1. - 1 Tree/Island 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 in lieu of turf. Several islands have "sod" indicated; this is detrimental to the development of trees and tends to be a maintenance problem. Change these areas to meet Code. Response: 1. See revised Landscape Plan. LANDSCAPE CONDITIONS: Comment: 1. The use of several trees of the same variety in a continuous row is not recommended as this is how diseases spread easily. Change out some of the bald cypress with pond cypress and red maple for a nice blend in the retention (wet areas). Also, the change of some of the live oaks to magnolia or red bay is recommended. Response: 1. See revised Landscape Plan. Comment: 2. The plant list states to look for the C.T. of the palms on the plan, yet there is no indication for heights found. ~~ ~~_ Response: 2. See revised Landscape Plan ~ ' _. r- r--- ~ ~~ OCT 2 5 ~`~'~'~ ~..~ ~ _ _ - PLA~~ ~'R~~.~t~ , St~Vl~t~ CITY pF C~E~RwA' -„ ,,, D ~- Page 7 of 7 TRAFFIC ENG CONDITIONS: Comment: 1. Need site plan to show parking lot design complying with current City standards. Show city standard dimensions for :parking stall width and depth, also width of drive aisle. Prior to CDB. Response: 1. The typical parking area dimensions are as shown on sheet 3 as previously submitted to the City of Clearwater-. #330457 v ] ~ O ,.._'."~ 1 r- ~, _ .._.- ~~ QCT 25`~ ~ L~ ~ ~_ ~. Message ~ ~ Page 1 of 1 Welis, Wayne From: Wells, Wayne Sent: Wednesday, September 29, 2004 8:06 AM To: 'Jayne E. Sears' Subject: RE: LaSalle Realty -Flexible Dev. Application Jayne - I have found all signed and sealed copies (six copies) of the Drainage Design Report for this project. It did not make it initially into my original package when the file was given to me. There are other issues in the "incomplete letter" (see attached) that still need to be submitted. Note: Item #1 has been resolved and the proposal will be viewed as "nonresidential off-street parking." Wayne -----Original Message----- From: Jayne E. Sears [mailto:JayneS@jpfirm.com] Sent: Monday, September 27, 2004 10:55 AM To: Wells, Wayne Subject: LaSalle Realty -Flexible Dev. Application Gina Claytori mentioned to me that there may be a problem with drainage calculations not included in the referenced application. When I submitted the application I included about 5 sets of a Drainage Report prepared by Gulfcoast Consulting. Just wanted to call that you your attention and make sure you received it, as there were 5 different applications submitted at the time -annexation, rezoning, lupa, dev. agt. and flex. dev. Perhaps the drainage report got attached to the wrong batch. Please let me know if you received it. Thanks. Jayne E. Sears Legal Assistant Johnson, Pope, Bokor, Ruppel & Burns, LLP 911 Chestnut Street Clearwater, FL 33756 Phone: (727) 461-1818 Fax: (727) 462-0365 9/29/2004 ,~.=. ~:~. LONG RANGE PLANNING DEVELOPMENT REVIEW • ITY OF ~ LEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, ZOO SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 52-4567 FAx(727) 562-4576 September 8, 2004 Mr. E. D. Armstrong III, Esquire Johnson, Pope, Bokor, Ruppel & Burns, LLP P. O. Box 1368 Clearwater, FL 33757-1368 RE: Case No. FLD2004-08061, 25191 US Highway 19 N. Dear Mr. Armstrong: The Planning staff has reviewed your application for Flexible Development approval for property generally located at 25191 US Highway 19 N. After a preliminary review of the submitted documents, staff has determined that the application is incomplete. Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. The next submittal deadline is September 29, 2004 [noon] to be reviewed for sufficiency by the DRC on November 12, 2004 (if the application is deemed complete): The following_items and/or information are required in order to make your application complete: ,~1. Request is for "nonresidential off-street parking" in the proposed Low Medium Density Residential District. The proposal, however, is primarily for vehicle storage of a car dealership, which is a commercial use being requested within a residential district, and does not meet the intent or purpose of this Zoning District use. The intent of the "nonresidential off-street parking" is for employee and customer parking for a commercial business, where there are no cars overnight. The proposal is to have cars in this area all the time. To permit vehicle storage for the car dealership, a land use plan category of Residential/Office/Retail (R/O/R) or Commercial General (CG) will be required, along with Commercial District zoning. ~2. Dumpsters for the commercial business cannot be within the proposed residentially-zoned area. f 3. Plans (each sheet) must be signed and sealed by a Florida registered Professional Engineer. 4O Provide stormwater calculations, signed and sealed by a Florida registered Professional Engineer. Provide the copy of permit inquiry letter or SWFWMD permit submittal. BRWV J. AUNGST, MAYOR-COMMISSIONER HOYT HAMILTON, VIC@ MAYOR-COMMISSIONER WHITNEY GRAY, COM\11SSIONIiR FRANK HIF3IIARD, COMMISSIONER ® BILL~ONSON, COMMISSIONER ~~EQUAI. EMPLOYMENT AND AI'FIRMATIVE ACTION EMPLOYER~~ • • September 8, 2004 Armstrong -Page 2 Q Provide the copy of the State and County stormwater system tie-in permit application, if applicable. ~7. Depict by shading or crosshatching all required parking lot interior landscaped areas. ~8. Provide in the Site Data Table the percentage of interior landscape coverage, expressed in both square feet and as a percentage of the vehicular use area (VUA) (minimum of 10 percent of the VUA required). ~9. Provide typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures. ~10. Provide an irrigation plan. ~11. Provide a tree inventory, prepared by a certified arborist, of all trees 8 inches DBH or greater, reflecting size, canopy (drip lines) and condition of such trees. ~12. Provide a traffic impact study or obtain a waiver from the Traffic Engineering Department. Fifteen copies (one original and 14 copies) of the above must be submitted to the Planning Department. If you have any questions, please do not hesitate to call me at 727-562-4504. You can access zoning information for parcels within the City through our website: www.myclearwater.com. Sincerely, ~/ ~ ~.w~ Way~e M. Wells, AICP Planner III S: IPlnnning DepnrunentlC D BIFLEXVncompletel US Hwy /9 N 25/91 Dimmitt (LMDR)I US Hwy /9 N 25/9/ Incanplete Letter 9.8.04.doc FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-465 To: ~• FAX: ~ V 2 - 0 3 ~oJ~ Phone: ~" ~9 ~ ' ~ FROM• ~ ~ Phone• ~ ~0 Z- ~}~0 ~' Z J l g l v 3 19 ~l . MESSAGE: NUMBER OF PAGES(INCLLIDING TIIIS PAGE)~_ ~J~If~~~fl~~9~9~19~ ~ • Sep. 08 2004 05:44PM YOUR LOGO City0fClearwater-Plan Dept YOUR FAX N0. 727 562 4865 N0. OTHER FACSIMILE START TIME USRGE TIME MODE PAGES RESULT 01 94620365 Sep. 08 05:43PM 01'12 SND 03 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAf~ ASSISTANCE, PLEA~.~E CALL 1-80@-FOP-FAX 1435-73291. * t Wells, Wayne From: Dougall-Sides, Leslie Sent: Tuesday, November 01, 2005 9:49 AM To: Wells, Wayne Subject: RE: Restrictive covenant for 25191 U.S. Hwy. 19 North On August 30, Pam forwarded them to me "for my review and approval." My review stated [by email to you, see below] that the restrictive covenant declaration was o.k. but that the Unity of Title needed to be in your format. I never saw a revised Unity of Title in your format. -----Original Message----- From: Wells, Wayne Sent: Tuesday, November O1, 2005 9:19 AM To: Dougall-Sides, Leslie Subject: RE: Restrictive covenant for 25191 U.S. Hwy. 19 North Leslie - I am a little confused. The email to Pam Akin on August 29th had the documents attached for review and approval prior to recordation. If these were acceptable, I am just looking for confirmation for my files. Wayne -----Original Message----- From: Dougall-Sides, Leslie Sent: Tuesday, November 01, 2005 9:01 AM To: Wells, Wayne Subject: RE: Restrictive covenant for 25191 U.S. Hwy. 19 North Importance: High We did not receive the actual documents prior to recordation. What Jayne is saying is that she is interpreting my previous a-mail of September 2 as being "approval" of the documents. The normal procedure is that we view the actual documents in order to approve them. -----Original Message----- From: Wells, Wayne Sent: Tuesday, November O1, 2005 8:39 AM To: Dougall-Sides, Leslie Subject: Restrictive covenant for 25191 U.S. Hwy. 19 North Leslie - Have you had a chance to check your files for my question below? Wayne From: Wells, Wayne Sent: Friday, October 21, 2005 2:08 PM To: Dougall-Sides, Leslie Subject: FW: BCP2005-06196/25191 U.S. Hwy. 19 North Leslie - Irrespective of Jayne Sears assertion that the below emails indicate the City Attorney's approval of the restrictive covenant document, which I don't see, could you let me know if the document was approved by your office prior to their recording of the document? Wayne -----Original Message----- From: Jayne E. Sears [mailto:JayneS@jpfirm.com] Sent: Friday, October 21, 2005 8:31 AM To: Wells, Wayne Cc: Sean Cashen Subject: FW: BCP2005-06196/25191 U.S. Hwy. 19 North . ~ • Wayne, I am recording the documents now, with the Unity of Title in the "City's form" and with the "missing" vacated rights-of-way added. I will email the recorded instruments shortly. The email below evidences the City Attorney's approval. Thanks. Jayne E. Sears Legal Assistant Johnson, Pope, Bokor, Ruppel & Burns, LLP 911 Chestnut Street Clearwater, FL 33756 Phone: (727) 461-1818 Fax: (727) 462-0365 -----Original Message----- From: Leslie.Dougall-Sides@myClearwater.com [mailto:Leslie.Dougall-Sides@myCleanruater.comj Sent: Friday, September 02, 2005 10:40 AM To: Wayne.Wells@myClearwater.com Cc: Pam.Akin@myClearwater.com; Jayne E. Sears Subject: RE: BCP2005-06196/25191 U.S. Hwy. 19 North Wayne, I agree with you that the restrictive covenant declaration needs to be recorded, and that the Unity of Title should be in essentially the same format as the City's form and should include descriptions of all of the referenced property. As I am out of the office all next week, please call me today if there is anything further I need to do at this time. -----Original Message----- From: Akin, Pam Sent: Tuesday, August 30, 2005 3:40 PM To: Dougall-Sides, Leslie Subject: FW: BCP2005-06196/25191 U.S. Hwy. 19 North for your review and respond -----Original Message----- From: Wells, Wayne Sent: Tuesday, August 30, 2005 8:12 AM To: Akin, Pam Cc: Delk, Michael; Clayton, Gina; Thompson, Neil; Jayne Sears (E-mail) Subject: RE: BCP2005-06196/25191 U.S. Hwy. 19 North Pam - This email from Ed Armstrong, through Jayne Sears, is in response to my comments on Building Permit #BCP2005-06196. One of my comments was: "Per the Development Agreement Section 6.1.4, provide evidence of the recording of the deed restriction encumbering the property as to the development limitations. Also provide evidence that such deed restriction was approved as to form by the City Attorney." I am concerned that Mr. Armstrong is questioning the need to record the restrictive covenant. The development agreement approved by City Y ~ • Council on Februar 17, 2ll05, included this provision requiring the Y recordation of the deed restriction prior to the issuance of the building permit. My second comment on the building permit was: "Need to record a new Unity of Title that ties both the property on US 19 with the subject property, in conformance with the condition of approval for FLD2004-08061. (Note: The Unity of Title submitted was recorded in June 2003 and is only for that property fronting on US 19.)" The attached Unity of Title is not in the form that Planning provides to individuals needing to record such Unity of Titles. I am attaching the form that we use. Since the issue through the review of the building permit was that the legal description for the property under the Unity of Title submitted was for only that portion of the property fronting on US 19 and did not include the subject property under FLD2004-08061 and DVA2004-00003, I will request assistance from Engineering to ascertain the accuracy of the legal description (as I did previously). If I can be of assistance, let me know. Wayne -----Original Message----- From: Jayne E. Sears [mailto:JayneS@jpfirm.com] Sent: Monday, August 29, 2005 6:06 PM To: Akin, Pam Cc: Wells, Wayne; patc@dimmitt.com; scashen@gulfcoastconsultinginc.com Subject: BCP2005-06196/25191 U.S. Hwy. 19 North Attached for your review are a proposed Declaration of Restrictive Covenants and Declaration of Unity of Title in connection with the referenced permit application. Planning requires these items in connection with permit approval. Since the Development Agreement between LaSalle Realty and the City was recorded in the public records, Ed Armstrong questions whether it is necessary to record the restrictive covenant. Please review and let us know if acceptable to you. Jayne E. Sears Legal Assistant Johnson, Pope, Bokor, Ruppel & Burns, LLP 911 Chestnut Street Clearwater, FL 33756 Phone: (727) 461-1818 Fax: (727) 462-0365 -----Original Message----- From: Jayne E. Sears Sent: Monday, August 29, 2005 5:59 PM To: Jayne E. Sears Subject: Scanned document <12 pages -542 KB> -- 8/29/2005 5:58:29 PM «DecRests.pdf» ~ ~ ~ • Wells, Wayne From: Wells, Wayne Sent: Friday, October 21, 2005 2:08 PM To: Dougall-Sides, Leslie Subject: FW: BCP2005-06196/25191 U.S. Hwy. 19 North Leslie - Irrespective of Jayne Sears assertion that the below emails indicate the City Attorney's approval of the restrictive covenant document, which I don't see, could you let me know if the document was approved by your office prior to their recording of the document? Wayne -----Original Message----- From: Jayne E. Sears [mailto:JayneS@jpfirm.com] Sent: Friday, October 21, 2005 8:31 AM To: wells, Wayne Cc: Sean Cashen Subject: FW: BCP2005-06196/25191 U.S. Hwy. 19 North Wayne, I am recording the documents now, with the Unity of Title in the "City's form" and with the "missing" vacated rights-of-way added. I will email the recorded instruments shortly. The email below evidences the City Attorney's approval. Thanks. Jayne E. Sears Legal Assistant Johnson, Pope, Bokor, Ruppel & Burns, LLP 911 Chestnut Street Clearwater, FL 33756 Phone: (727) 461-1818 Fax: (727) 462-0365 -----Original Message----- From: Leslie.Dougall-Sides@myClearwater.com [mailto:Leslie.Dougall-Sides@myClearwater.com] Sent: Friday, September 02, 2005 10:40 AM To: Wayne.wells@myClearwater.com Cc: Pam.Akin@myClearwater.com; Jayne E. Sears Subject: RE: BCP2005-06196/25191 U.S. Hwy. 19 North Wayne, I agree with you that the restrictive covenant declaration needs to be recorded, and that the Unity of Title should be in essentially the same format as the City's form and should include descriptions of all of the referenced property. As I am out of the office all next week, please call me today if there is anything further I need to do at this time. -----Original Message----- From: Akin, Pam Sent: Tuesday, August 30, 2005 3:40 PM To: Dougall-Sides, Leslie Subject: FW: BCP2005-06196/25191 U.S. Hwy. 19 North 1 3 for your review and respond • -----Original Message----- From: Wells, Wayne Sent: Tuesday, August 30, 2005 8:12 AM To: Akin, Pam Cc: Delk, Michael; Clayton, Gina; Thompson, Neil; Jayne Sears (E-mail) Subject: RE: BCP2005-06196/25191 U.S. Hwy. 19 North Pam - This email from Ed Armstrong, through Jayne Sears, is in response to my comments on Building Permit #BCP2005-06196. One of my comments was: "Per the Development Agreement Section 6.1.4, provide evidence of the recording of the deed restriction encumbering the property as to the development limitations. Also provide evidence that such deed restriction was approved as to form by the City Attorney." I am concerned that Mr. Armstrong is questioning the need to record the restrictive covenant. The development agreement approved by City Council on February 17, 2005, included this provision requiring the recordation of the deed restriction prior to the issuance of the building permit. My second comment on the building permit was: "Need to record a new Unity of Title that ties both the property on US 19 with the subject property, in conformance with the condition of approval for FLD2004-08061. (Note: The Unity of Title submitted was recorded in June 2003 and is only for that property fronting on US 19.)" The attached Unity of Title is not in the form that Planning provides to individuals needing to record such Unity of Titles. I am attaching the form that we use. Since the issue through the review of the building permit was that the legal description for the property under the Unity of Title submitted was for only that portion of the property fronting on US 19 and did not include the subject property under FLD2004-08061 and DVA2004-00003, I will request assistance from Engineering to ascertain the accuracy of the legal description (as I did previously). If I can be of assistance, let me know. Wayne -----Original Message----- From: Jayne E. Sears [mailto:JayneSCjpfirm.com] Sent: Monday, August 29, 2005 6:06 PM To: Akin, Pam Cc: Wells, Wayne; patc@dimmitt.com; scashen@gulfcoastconsultinginc.com Subject: BCP2005-06196/25191 U.S. Hwy. 19 North Attached for your review are a proposed Declaration of Restrictive Covenants and Declaration of Unity of Title in connection with the referenced permit application. Planning requires these .items in connection with permit approval. Since the Development Agreement between LaSalle Realty and the City was recorded in the public records, Ed Armstrong questions whether it is necessary to record the restrictive covenant. Please review and let us know if acceptable to you. 2 • • Jayne E. Sears Legal Assistant Johnson, Pope, Bokor, Ruppel & Burns, LLP 911 Chestnut Street Clearwater, FL 33756 Phone: (727) 461-1818 Fax: (727) 462-0365 -----Original Message----- From: Jayne E. Sears Sent: Monday, August 29, 2005 5:59 PM To: Jayne E. Sears Subject: Scanned document <12 pages -542 KB> -- 8/29/2005 5:58:29 PM «DecRests.pdf» 3 Wells, Wayne From: Jayne E. Sears [Jaynes@jpfirm.com] Sent: Friday, October 21, 2005 8:33 AM To: Wells, Wayne Cc: Sean Cashen Subject: FW: BCP2005-06196/25191 U.S. Hwy. 19 North This is your email, for your ease of reference, referring to the rights-of-way I needed to add to the Unity of Title. When I send you the recorded Unity of Title you will see that they were ad ded to Exhibit .. A.. Jayne E. Sears Legal Assistant Johnson, Pope, Bokor, Ruppel & Burns, LLP 911 Chestnut Street Clearwater, FL 33756 Phone: (727) 461-1818 Fax: (727) 462-0365 -----Original Message----- From: Wayne.Wells@myClearwater.com (mailto:Wayne.Wells@myClearwater.com] Sent: Thursday, September O1, 2005 10:59 AM To: Jayne E. Sears Cc: Pam.Akin@myClearwater.com Subject: RE: BCP2005-06196/25191 U.S. Hwy. 19 North Jayne - The legal descriptions attached to the Unity of Title do not include all of the property necessary. Based on the survey submitted as part of FLD2004-08061, the vacated rights-of-way adjacent thereto, as recorded in OR Book 8055, Page 1430 and OR Book 6037, Page 2033 have not been included in the legal description. Please revise the legal description to include all properties. Wayne -----Original Message----- From: Jayne E. Sears [mailto:JayneS@jpfirm.com] Sent: Monday, August 29, 2005 6:06 PM To: Akin, Pam Cc: Wells, Wayne; patc@dimmitt.com; scashen@gulfcoastconsultinginc.com Subject: BCP2005-06196/25191 U.S. Hwy. 19 North Attached for your review are a proposed Declaration of Restrictive Covenants and Declaration of Unity of Title in connection with the referenced permit application. Planning requires these items in connection with permit approval. Since the Development Agreement between LaSalle Realty and the City was recorded in the public records, Ed Armstrong questions whether it is necessary to record the restrictive covenant. Please review and let us know if acceptable to you. Jayne E. Sears Legal Assistant Johnson, Pope, Bokor, } ~ ~ • Ruppel & Burns, LLP 911 Chestnut Street Clearwater, FL 33756 Phone: (727) 461-1818 Fax: (727) 462-0365 -----Original Message----- From: Jayne E. Sears Sent: Monday, August 29, 2005 5:59 PM To: Jayne E. Sears Subject: Scanned document <12 pages -542 KB> -- 8/29/2005 5:58:29 PM «DecRests.pdf» 2 • • Wells, Wayne From: Jayne E. Sears [Jaynes@jpfirm.com) Sent: Friday, October 21, 2005 8:55 AM To: Wells, Wayne Cc: Sean Cashen; patc@dimmitt.com Subject: BCP2005-06196 - 25191 U.S. 19 `r'~ Unity. pdf Attached is the Declaration of Unity of Title, recorded in O.R. Book 14691, Page 330. Jayne E. Sears Legal Assistant Johnson, Pope, Bokor, Ruppel & Burns, LLP 911 Chestnut Street Clearwater, FL 33756 Phone: (727) 461-1818 Fax: (727) 462-0365 «Unity .pdf» 1 ~ ~ • • ~A1w+or KEN BURKE, CLERK OF COURT PLANNING DEPARTMENT PINELLAS COUNTY FLORIDA ,~Ir ¢ ND INST# 2005424431 10/21/2005 at 08:24 AM R. ~_ ~ 100 S. MYRTLE AVENUE, 2 FLOOR OFF REC BK: 14691 PG: 330332 9gly,~ ~° CLEARWATER, FL 33756 DoCType:AGM RECORDING: 527.00 PHONE: 727-562-4567; FAX: 727-562-4865 DECLARATION OF UNITY OF TITLE Property Owner: LaSalle Realty, LLC Property Address: 25191 U.S. Highway 19 North, Clearwater, Florida 33763 KNOW OF ALL MEN BY THESE PRESENTS, that pursuant to the ordinances of the City of Clearwater pertaining to the issuance of building permits and regulating land development activities, the undersigned, being the fee owner (s) of the following described real property situated in the City of Clearwater, County of Pinellas and State of Florida, to wit: do hereby make the following declaration of conditions, limitations and restrictions on said lands, hereafter to be known and referred to as a DECLARATION OF UNITY OF TITLE; as to the following particulars: 1. That the aforesaid plot or combination 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 indivisible building 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 in its entirety, as one plot or parcel of land. 3. That this Declaration of Unity of Title shall constitute a covenant to run with the land, as provided by law, and shall be binding upon the undersigned, and the heirs, successors and assigns of the undersigned, and all parties claiming under them until such time as the same may be released in writing under the order of the City Manager of the City of Clearwater. The undersigned also agree(s) that this instrument shall be recorded in the public records of Pinellas County, Florida. Signed, sealed, witnessed and acknowledged this o2 day of , 20 0 ~ , at Clearwater, Florida. LaSalle Real LLC ~ WITN~ STATE OF FLORIDA COUNTY OF PINELLAS iifl,'!.°y'•• PATRICIA A. CLOUGHSEY MY COMMISSION # DD 131209 :•~ EXPIRES: October 21, 2006 ~'~,,;of ^Q:` Bonded Thru Notary Public Undernriters (SEAL ABOVE) The OWNER By: Manac~P r oin instrument was ackno~ _,20~S~by of whom the instrument Public Signature Name of Notary Printed Notary Commission Personally /mown Type of identification produced or produced identification S:\Planning Department\Application Forms\development review\Unity of Title Declaration 2005.doc ~ '~ • • Exhibit "A" Lots 16 and 17 of Block 14, Unit No. 1, Section A, CHAUTAUQUA "on the Lake", according to the plat thereof as recorded in Plat Book 9, Page 52 of the Public Records of Pinellas County, Florida., and Lots 1$ to 23, inclusive, in Block 14, Unit No. 1, Section A, of CHAUTAUQUA, according to the map or plat tllereaf recorded in Plat Book 9, Page 52, of the Public Records of Pinellas County, Florida, and Lot 25, less the West 17 feet thereof, and all of Lot 24, in Block 14, Unit No. 1, Section A, of C1dAUTUQUA, according to the map or plat thereof as recorded in Plat Book 9, Page 52, Public Records of Pinellas County, Florida, and COti1tEF1CE A7-iHE'NORTHUE51 CORNER OF THE SOU1HUEST l/4 OF SECTION 32, TOUxS-ijP ZR SOtf7H, RRNGC 16 EAST, YINElLAS GOUNTr,,FIORIDA 7+ND NUH 5,0'0'Op'S9"1t, 964.55 FEET AtpNG THE NEST LINE Of SECT101t 32, THENCC S 89'3a'S0"E, 100.00 fEET 70 A'POIflT ON THE EASTEREY RIGHT Oi 51AY LINE OF U.S. HIGHHAT 19 fOR~A PLANT OF 6EG1HHIHG; THEHCE~RUN 5 89°57'07"E, 44Z.1Z FEET ;.•THENCE d OO'01'S0"H,•.104.05 1:EET, ?HENGE S 89'51'0]"E, 95.02 FEET; THENCE 5 00"01'50"E, af08.10 FEC1; THftiCE h 69'57'07"N. X9.10 FEET, THEBGE 5 00`01'50"E.~gg0:00~1EtT; 7t+[HCE e9`57'07"N, 49~,A8 fEE1 TO~H~ AFORESk1U EASTEREY R1GiiT `Of WAY L'IHEi. THENCE N 00°00'S8'E AEONG~SAID EA5IERE.t RIGHT OF~NAr LINE A'DtS1ANCC OF 546.05 FEET TO THE POINr. 0~' BEG]tthlNG. coriTrlrQlNC E.s4e ACRES, MORE OR 1E55. Parcel I:D, No. 32/28/16/1~l922/014/0160 AIQD All right, title and interest in and to that certainthea Cittaof vacated by and through Ordinaneeht of-wa7 of Third Avenue South,. Clearwater, tahich vacates a 60 Qi9 yTest of Chzutzuqua P.venue ]ring Hast of U.s. Highway 1_ snd [formerly Main gtreetl, as the same was recorded in O.R. Boot: llpl~,, page 19"70, public records of Pinellas County, Florida, being mare particularly described as a sixty according to ethe hpl t-woE identified as Third Avenue South, CHATUAUpUA ON THE LAKE UNIT 1•l0. 1 - SECTION A, as recorded in Plat good;, g; page 52, public records of Pinellas County, Florida, lying East o£ State Road 55 (U.&. Highway 19 North) and Fleet of Third Avenue South Itdain Street per plat] AND • .. f ~ • LOTS 1 TO 9 INCLUSIVE ANDS LOTS 24 TO 32 INCLUSIVE, BLOCK 35, CHAUTAUQUA "ON THE LAKE" UNIT NO. 3, SEC. A, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 9, PAGE 146, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. AND LOTS 1 THROUGH 7 AND 26 THROUGH 32, BLOCK 36, CHAUTAUQUA SUBDIVISION, UNIT 1 SECTION A A5 RECORDED IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH THAT PORTION OF VACATED FOURTH AVENUE SOUTH RIGHT-0F-WAY, AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130 OF THE PUBLIC RECORDS OF PINELI;~S COUNTY, FLORIDA. LESS LANDS AS DESCRIBED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. BEING FURTHER DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEAST CORNER OF LOT 24, BLOCK 35, UNIT NO. 3, SEC. A CHAUTAUQUA "ON THE LAKE' AS RECORDED IN PLAT BOOK 9, PAGE 146, OF THE PUBLIC RECORDS OF PINELIAS COUNTY, FLORIDA; THENCE ALONG THE EAST LINE OF SAID LOTS 24 AND 9, S 00'01'23" E, 220.00 FEET TO THE SOUTH LINE OF SAID BLOCK 35; THENCE ALONG SAID SOUTH LINE, N 89'37'18" W, 410.01 FEET TO THE SOUTHWEST CORNER OF SAID BLOCK 35; THENCE ALONG THE WEST LINE SAID BLOCK 35, N 00'01'16" W, 220.00 FEET TO THE NORTHWEST CORNER OF SAID BLOCK 35, AND THE NORTH LINE LINE OF SAID BLOCK 35; THENCE ALONG SAID NORTH LINE, S 89'37'17' E, 38.83 FEET TO THE SOUTHERLY EXTENSION OF THE WEST LINE OF SAID BLOCK 36 UNIT 1, SEC. A CHAUTAUQUA'ON THE LAKE'; THENCE ALONG SAID WEST LINE, N 00'01'57' W, 259.70 FEET TO THE SOUTH RIGHT-0F-WAY LINE OF THIRD AVENUE SOUTH AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130; THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE, S 89'40'51" E, 260.01 FEET TO THE WEST LINE OF A 60' RIGHT-0F-WAY AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130; THENCE ALONG SAID WEST RIGHT-0F-WAY LINE, S 00'02'20" E, 259.97 FEET TO THE NORTH LINE OF SAID BLOCK 35; THENCE ALONG SAID NORTH LINE, S 89'37'18' E, 111.13 FEET TO THE POINT OF BEGINNING. Together with vacated right-of-way adjacent thereto, as recorded in O.R. Book 8055, Page 1430, O.R. Book 8304, Page 1130., and O.R. Book 6037, Page 2033, all being recorded in the Public Records of Pinellas County, Florida. 4 + • • KEN BURKE, CLERK OF COURT PINELLAS COUNTY FLORIDA INST# 2005424432 10/21/2005 at 08:24 AM OFF REC BK: 14691 PG: 333.340 DocType:AGM RECORDING: $69.50 This instrument was prepared by and return to: E. ~D. Armstrong Ill, Esquire Johnson, Pope, Bokor, Ruppel & Burns, LLP P. O. Box 1368 Clearwater, FL 33757-1368 DECLARATION OF RESTRICTIVE COVENANTS KNOW ALL MEN BY THESE PRESENTS THAT: A. LASALLE REALTY, LLC, a Florida limited liability company ("LaSalle") is the owner of the land located in Pinellas County, Florida more particularly described on Exhibit "A" attached hereto and incorporated herein ("Property"); and B. LaSalle entered into a Development Agreement with the CITY OF CLEARWATER, FLORIDA, a political subdivision of the State of Florida ("City"), dated February 24, 2005, recorded in O.R. Book 14168, Page 712, Public Records of Pinellas County, Florida; C. In accordance with the terms of the Development Agreement, LaSalle has agreed to record a deed restriction affecting the use of the Property; NOW, THEREFORE, in consideration of premises and for other good and valuable consideration, LaSalle, for itself and its successors in title to the Property, does hereby place upon the Property the following covenants to run with the Property in perpetuity: 1. Recitals. The above recitals are true and correct and are incorporated herein by reference. 2. Use Restrictions. The following restrictions shall apply to the development of the Property: a. The Property shall be developed substantially in conformance with the conceptual plan shown on Exhibit "B" attached hereto and incorporated herein ("Concept Plan"); • • b. The Property shall be used solely for non-residential off-street parking; c. LaSalle shall maintain 25' landscape buffers around the perimeter of the site as shown on the Concept Plan; d. The use of loud speakers on the Property shall be prohibited; e. Parking of vehicles associated with the automotive service department operated on the adjoining property shall be prohibited; and f. Lighting on the Property shall be designed and directed in such a manner that light does not intrude beyond the Property. - 3. Binding Effect. This Declaration shall constitute a covenant running with the Property, as provided by law, and shall be binding upon the undersigned and all successors in title to the Property, and their heirs, successors and assigns. 4. Modification or Termination. This Declaration may not be modified in any respect whatsoever, or rescinded, in whole or in part, except with the written consent of the City, in a written instrument duly recorded in the Public Records of Pinellas County, Florida. 5. Attorney's Fees, etc. Should any party employ an attorney or attomeys to enforce any of the provisions hereof, or to protect its interest in any matter arising hereunder, or to recover damages for the breach hereof, the party prevailing shall be entitled to recover from the other party all reasonable costs, charges and expenses, including attomeys' fees, the value of time charged by paralegals and/or other staff members operating under the supervision of an attorney, and other legal costs, expended or incurred in connection therewith, before, during and subsequent to any litigation, including arbitratioh and appellate proceedings, bankruptcy or similar debtorlcreditor proceedings, and proceedings to enforce any indemnity agreement herein contained. 2 • IN WITNESS WHEREOF, LaSalle has executed this Declaration this ~~ ~ , 2005. WITNESSES: S' natur Print name Signature LASALLE REALTY, LLC, a Florida li 'ted liability company By: Richard R. Dim i Manager Date: `~ / Z /d Address: 25191 U.S. Hwy. 19 No. Clearwater, FL 33763 Print name STATE OF FLORIDA COUNTY OF PINELLAS / i The foregoing instrument was acknowledged before me this 9 z<~ ~ , 2005, by Richard R. Dimmitt, as Manager of LASALLE REALTY, LLC, a Florida limited liability company, on behalf of said company. He [is personally known to me] [ r}~,s~caBd tificatio Public My commission expires: Exhibit "A" -Legal Description of Property M~ 'r' PATRICIA A. CLOUGHSEY Exhibit "B" -Concept Plan ~`~ `'~;~ MY COMMISSION # OD 131209 y~~,,P EXPIRES: October 21 2006 ' pf F~?;:`~~ Bonded Thru Notary Public Underwriters 08/29/05 09:57 AM d-1 45147.108284 #354175 v1 3 • • EXHIBIT "A" ANNEXATION SITE LOTS 1 TO 9 INCLUSIVE ANDS LOTS 24 TO 32 INCLUSIVE, BLOCK 35, CHAUTAUQUA "ON THE LAKE" UNIT NO. 3, SEC. A, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 9, PAGE 146, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. AND LOTS 1 THROUGH 7 AND 26 THROUGH 32, BLOCK 36, CHAUTAUQUA SUBDIVISION, UNIT 1 SECTION A AS RECORDED IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH THAT PORTION OF VACATED FOURTH AVENUE SOUTH RIGHT-OF-WAY, AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. LESS LANDS AS DESCRIBED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130 OF THE PUBLIC RECORDS OF P1NElLAS COUNTY, FLORIDA. BEING FURTHER DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEAST CORNER OF LOT 24, BLOCK 35, UNIT NO. 3, SEC. A CHAUTAUQUA "ON THE LAKE" AS RECORDED IN PLAT BOOK 9, PAGE 146, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE EAST LINE OF SAID LOTS 24 AND 9, S 00'01'23" E, 220.00 FEET TO THE SOUTH LINE OF SAID BLOCK 35; THENCE ALONG SAID SOUTH LINE, N 89'37'18" W, 410.01 FEET TO THE SOUTHWEST CORNER OF SAID BLOCK 35; THENCE ALONG THE WEST LINE SAID BLOCK 35, N 00°01'16" W, 220.00 FEET TO THE NORTHWEST CORNER OF SAID BLOCK 35, AND THE NORTH LINE LINE OF SAID BLOCK 35; THENCE ALONG SAID NORTH LINE, S 89°37'17" E, 38.83 FEET TO THE SOUTHERLY EXTENSION OF THE WEST LINE'OF SAID BLOCK 36 UNIT 1, SEC. A CHAUTAUQUA "ON THE LAKE"; THENCE ALONG SAID WEST LINE, N 00°01'57" W, 259.70 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF THIRD AVENUE SOUTH AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130; THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE, S 89°40'51" E, 260.01 FEET TO THE WEST LINE OF A 60' RIGHT-0F-WAY AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130; THENCE ALONG SAID WEST RIGHT-0F-WAY LINE, S 00°02'20" E, 259.97 FEET TO THE NORTH LINE OF SAID BLOCK 35; THENCE ALONG SAID NORTH LINE, S 89°37'18" E, 111.13 FEET TO THE P01NT OF BEGINNING. CONTAINING 3.6217 ACRES, MORE OR LESS Parcel Nos. 32/28/16/14940/035/0010, 32/28/16/14940/035/0240 and 32/28/16/14922/036/0010 LEGAL DESCRIPTION DIl~~.VIITT CADILLAC VEHICLE STORAGE PARKING EXPANSION CITY OF CLEARWATER, FLORIDA FINAL SITE PLAN SECTION 32, TOWNSHIP 28 S, RANQE 16 E PINELLAS COUNTY, FLORIDA PARCEL ID # 32/28/16/1492y036/0010, PARCEL ID # 32/28/16/14940/035/0010, PARCEL ID # 32/28/16/14940/035/0240. LEGAL DESCRIPTION OR 6277. PG 2315 LOTS 1 TO 9 INCLUSIVE AND LOTS 24 TO 32 INCLUSIVE, BLOCK 35, CHAUTAUOUA 'ON THE LAKE' UNIT N0. 3, SEC. A, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 9. PACE 146. PUBLIC RECORDS OF PINELLAS COUNTY; FLORIDA. LEGAL DESCRIPTION OR 6311, PG 2328 LOTS 1 THROUGH 5 AND.26 THROUGH 32, BLOCK 36, CHAUTAUOUA SUBDINSION, UNIT 1, .SECTION A AS RECORDED Ik THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH VACATED RIGHT-Of-WAY ADJACENT THERETO. CONTAINING 4.2a ACRESt PROJECT LOCATION c 01711%ION , arits:'1' itvur.n I COVER SHEET 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 SITE DEVELOPMENT PLAN 4 CONSTRUCTION DETAILS oAa°:~ oe-~o-a M A N I N 5 ~,w~clw tiww m~ ~[ ~ ~i~ww~~w~w~i iw ~w.n,a:{~ DIMMITT CADILLAC 25191 US 19 NORTH CLEARWATER, FLORIDA 33763 Phone: (727) 797-7070 FAX: (727) 726-0861 c)ultCoat Comulttny, Inc. 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ANO '70 I I ~5~; I yl ( I ....-._......_... ....... , DI7PWt O- DtNOLfNLO ITtN7 I i Yti ~' .• I ~ ~ I umLLT. t•• :<. ,~';~~ i 'n •;, '':y ` t. CONTRACTOR fNAIb YLRI/Y THAT ~~• I - .,~ I,. .,, ~ .. ~ t1iCTRlCAL POtItR NAt Yt[N !! ~_ i ~ M1 ~ I ~: ~: DIDCONNLCTtO AND/OA TUANLD OFY ~ ;=''~ ''Z ' '~ I I I t l-•. PAIOR TO DL1101RION O/ ANY P01tA a„_°.~r..:~r; ' --~.. e: . ~-p ~ --.._ ~ ........~--...........'....._._.........._.......... uNU oR APPVRTSNtNen tvutD oR ._, .--.. I ~ i ~:r ~ ~ .- . i ••, , a. tat LoCAt1oN oP tw[rlna uTlunes : ( AAt AP-110A14TL N 7tlOtt11 AND 17 ~'.-`/ ...,}'•• J•~ •, •. I ~ I_.. ' It THt CONTT4CTOA'f RL9PON8ILILC{Y 6~ r r • ~~~' ~ I , i' •}, ~ ~ I _ TO DL[LRNHIt Ttt DtACT. LOCH ;~ .q. .I ,, ~ I i O/ TN[ MLLTILI PRIOR M ~" I ;^ ••; ~ a •` r ~ ~ '• NfTRVC710N D{ TN[IR VICINITY. ! i I CD ..; .. ..I: j:I~ ~- ... _. :P.. - ..- .. x. ••~.• ~:^=. ~~ ~~. y.,..;:.i. its ~.r`>•y.~•. ~`~-i..x n, •'•"~T:M ~,. • r?i'1, hVEI:U: ..JU ill .~ ~,~;t•,~:: ,-; ,:~:. '~0` DIIST[nC ETAB[Ll4LD k - ,. .. ' ~....' ................ ... ......................_:....'............_...__....... _.._.................._.._......... ...................................._----° ----................. __..- -................. ........... PAYLD AAtAS TO tt RLNOVCD i• i• oarco~I coMadlw nX. DIMMITT CADILLAC ,. ~ ,•, . DIMMITT CADILLAC :;r,,a^':A;..°~=~.-.. VEHICLE STORA(?E PARICII~fOEXPANSION 45191 U.S. HWY, l9 NOATH 't' O0f " ' ' O1 EXLtTTNO CONDI170N3 3 DEMOLITION PLAN }G'."'~,~'~ CLEARWAIER FLORIDA 13767 - IW W 0X1 Xr.XX 1~6(•M NIYr ~.. , ~1» ^" 'N t`E ,r~ x. .~...... iv.i ~~ ..... _. L .:ax `': ..'. .-p~ .~ .... .9 ;,. ,.... f. ~ TO , . .. V T ...:~ .~ }~- .:, .... I.. .. t~' ~,~„~u 1 ~,; .w .. 1E flt a I y 1 .. u: ~~ , _ ~ ... . '_...' q - - ,/ ~ r } ) ~ .....-'_ .................__.. M t .. I ... I . ~ I i s a M ,,,. :~ , F !; 'i '^'Y :,~ )..."` i~t)~! I 4,~ ~ ( ( .IN,I ~ i`ll.. 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I Irw R 1 I `•` •. ~ b' ri a:. .- ;T: -, : :: <~ .. ~ :, ~1` (1 : ~ I - : _- -~., 1., -. :. ,; ~' t:.:.a'~: :~ ~-_I intila' ,, ~E (AR NO ~ : ~ „ s,oir rt:° ~ -~ I Prl I alw ( ', t)~ EA T ) ! , ~ ~ •.£~ ~»'i. •a,avr:~ .,I I f\ r i t 1 n ..r1i,':. ~.c. Y~ *.:!,•.':~w:~'w.~. f! T°c N v fr D • rv I v •v I ,.. , ~ ~.. M .'i - ~ AINACE TENTION • EA ~,ttr nu Rwr .. ..m .,.. ,ue,•~r:• . . t~ ••: n• / rate BOTTOM EI~ a7.00 I,..K ~~~ I t t ~r• ~ ~° ~ ,~, "ar . ,~ , ~. ;,. : i~ :;p~ "~ 4. .. OHW r: 47//1173 » _a "' T.._„ ozY~l .:; piM - _ ~: ~r~rFF ` Rif ~~ . rp .. ~....~...-•_,e~.~r: ~,,Yra +;r__ _'n n. 'i'ce ..f, ~.~.p..y,a. :. i; :. ,. 1 •`•~3F'I'~ilA`'V!s' SOVIH "'4'0.01' H, ~i c~ ws •,,} ~ .f i'r.. •. ••• 1K~tlortll Rr) - ..-_-.--- --._____..._._- IANO USE DE90NATION: R/OS ,~:Z~.T ';' .,L i TIOL ImICTYR WT.•ta0• v jai irw~ Iat tour. 33?~~S .e: -,Ir.• v...~ ~.I DIA•IIv1ITT CADILLAC DI1~IIr1ITf CADII.LAC 2sl>'- v.s, xun. )9Nalere VBIiICLB S'PORAC3B PARKING HXPANSION CLSAAWATSR,fLORIDA 37763 STCH DHVIILOPAIHNT Pi.AN rrort0„twlaw rtepurmaw _ _ -' - ~* ~ , ceclr srSc,r_ Yrn tta tr6 w t/[ctr s rt•• ~ M% •t6t p tvwr tr selw p rater ffr tuv •,Y rttrR Ir1 trot 4SGi - am rr v.s nr wi+a r -ot ~~ yy j»/.r rrrNt tllrt ytMr•t 1uw10 ww~n tlrlr•u li p;p woo wt rrc IN7 {yYir /M O[~Yt >• / rilr i ~~ tt•I•s tK.rl ttc• t.aca. t.n.c ts~ r /.rr,r Wql tt rrrt6 I•It10 f•M r{r.Nlu M r rW •rtl ..'d wRw 4.M. rrtt SITE DATA TAHLE Paneacrn I aNn Tlv MQI .NAnoN. RESIDEN11Al LOW (Rl) PROPOQII 2ONtNQ LOW MLOIUM DLNyTT RESIDENTIAL (W pR) OIIOPOSEO VSEt KNICLC ST011AOE ARCA (PARKING) q~{~; sse Aacs (rss.ax s.f.) % YA){IMUM ALLOM£0:0~ PROPOYO: 112,960 S.f. (2.39'AC) ~ 60.3% PRENOUS MLA: 73.00 S.f. (f.69AC) ~ 39.5% FRONT c_TTRICIQ ALLOMCO: 2!' NINRIUM PROPOSED: 2S' (NOttTN, LAST) ~O ~ TBA K' ALLO'ALO: 10 NWIMUM rnovosca 2:' (usT), 6s' (sK>uTN) RTAR Sr, ITB AG'K• N/A • • ~~ fIY•~w+rr T~^..~'5..~'^C1~t` Lt w • it ~. w =.1-tl-= - 7 ~'~S" t ~~~y L~[Y ti w.l Ku •r ~.y .•ei.. ~. t a~w+~~~..+ fl'C: 3 ::?C.. ~........ r ..G N ~~ r •r~•~.S F•i +. y.~:.w. r.~.~~i N ~. ~...... •...... ~r = ~..~ ,...:~..rxa:~,.~. ~v~na1 ria •' ti N r M+• r IYr •a u Ybr• 1'r t.vtrt rw.w1 Knur „ y ~ f.~+ur ^~ ; ~ + r ... ri~~t~r7*7 ••~ n4 M • .•~ • G 1M y .Gw•fw: '.~.~:.~.. Mff M•M M Vv M• IOTGrw •wwwr~ .. •.~.~~:a w I r+ ~'••'o.'u w v. W.1 STRAIGHT CURB `~"~~ ~ ~„~ ~~ w °• °i~`" `~' TrpE i CURB MV f/ M L [WVVY.• fr•+VwY L ,~.~.~ IY•ww/ C ~~ 3' TRAN$IT10N AT DRIVES W •r•. rY M • W ••r !.r V"ri` /-M W 4•••rP 1. Cw•n•• M MIf•. rW M 11111 M4 I.rr AM n~•'- ~ 1 r..~._ p L ~ I a ~..,.-J ,,.. p TTTG A CONCRETE WHEEL STOP DETAIL .. M1/ .........r..•... _ ~.L~.>w ~~........... ~A~~~i~~~ ~r~~~ Ci.i:L.:~~~ r.".`~rr i~'rs., r::~~..wsw:~.+:.r~:. S •• r.r..r=.•~ L'6'1~~~ .~'! ~ ==Yl~iiY "1 ~R ..Arrl~ ~rM M{M r -r r. r••+! s t ts.! ~ w slfteJ ~ ra•t wr. a as1 wrd r.r~ ~ratG lrwr •w rrw•Irr •I~x•••••~ oG1a urlaa ux r ar1••~ • r•. iiwwii V~.•M rrrrwl TYPICU P1VE11fNT SECTI - INYERTFO GROWN [t fMMW~1•l1'.r S r ~y raY ` 1?p~j M 1 iwM~M ~~ \ ~~;~ BR .~.. ~'" r u1.ew I.e IKI ntra -r•s r ~~ ~_ ~ ~~1~~~~ ~~ . ..G~~ DIMMITT CADILLAC ]3191 U.S. HWY. 19 NOATH O TWO TEI~PIAm DrAe3T63 CROcc_SEC ON S-5 (9pRp11y~~,i ARN . .'., .; DIMMITT CADILLAC VEHICLE STORAOE PARKIDIO EXPANSION ' CONSTRUCTIDN DBTAIIS rvI:L~S3~:t ~. ..+ elea_it:,wt rmr irrt o lan pwlr) K RETENTION AREA CROSS-SECTION KTJ. t Vr ii1 ~ {I~•.1 N f ~~ .• e~m w ~tt W111 KVK MY•M V.YA ~'~p$ 1• S-'-ill.i- !• WIDE CONCRETE FLLME KI.~ . r '~..: r r t.. rwr .:. ..~...~. r « ~ :•ui M ~ ~.'Lx ... •..•r ~~. • • $SECOND AVE S 308.77 184.75 g' 31N1 Q ~ o s 2.60 37/03 ~ 89 r ~ 1 1.68 ~ V 1 2 3 4 5 6 7 8 9 0 11 12 13 2 ~ U 320 22.9 3os.n z3o.os 352cs) 185 ~ THIRD e ~ AVE n avlz ~~~ 2so eo 423.e ,A , v, N y ~ 1.13 V t7 16 32 31 30 29 28 7 25 24 23 22 21 20 352.12 °' ~ ~ 14 1 ~ 2 3 4 5 6 8 9 10 11 12 13 60 515.8 55 250 ;9~ 50 $ FOURTH AVE S 9.1 45 45 259.6 1 _ ~ s 1 o 32 31 30 29 28 27 26 25 24 3 22 '21 20. 1 55 ; ~ y~ 1 440 1 2 3 4 5 6 7 8 9 10 11 12 13 1 1 a N a 1ao a ' ss 1° ; $ FIFTH AVENUE o R 1 ~ 1 ezs.se ~ 1 ; ~ 33/01 '2.64 , 498.4~D) 528(S) 1050.51 _J 2 3 4 5 6 7 8 9 10 11 12 ~~ 3yoz 1 $ ~ 1 ase. so 2.98 1 sot 731 100 ~ 140 'g S~4 20 45 TRACT 1 100 TRACT 2 zN~tA • • ANNEXATION SITE LOTS 1 TO 9 INCLUSIVE ANDS LOTS 24 TO 32 INCLUSIVE, BLOCK 35, CHAUTAUQUA "ON THE LAKE" UNIT NO. 3, SEC. A, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 9, PAGE 146, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. AND , LOTS 1 THROUGH 7 AND 26 THROUGH 32, BLOCK 36, CHAUTAUQUA SUBDIVISION, UNIT 1 SECTION A AS RECORDED IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH THAT PORTION OF VACATED FOURTH AVENUE SOUTH RIGHT-OF-WAY, AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. LESS LANDS AS DESCRIBED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130 OF THE PUBLIC RECORDS OF PINEILAS COUNTY, FLORIDA. BEING FURTHER DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEAST. CORNER OF LOT 24, BLOCK 35, UNIT N0. 3, SEC. A CHAUTAUQUA "ON THE LAKE' AS RECORDED IN PLAT BOOK 9, PAGE 146, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE EAST LINE OF SAID LOTS 24 AND 9, S 00'01'23" E, 220.00 FEET TO THE SOUTH LINE OF SAID BLOCK 35; THENCE ALONG SAID SOUTH LINE, N 89'37'18" W, 410.01 FEET TO THE SOUTHWEST CORNER OF SAID BLOCK 35; THENCE ALONG THE WEST LINE SAID BLOCK 35, N 00°01'16" W, 220.00 FEET TO THE NORTHWEST CORNER OF SAID BLOCK 35, AND THE NORTH LINE LINE OF SAID BLOCK 35; THENCE ALONG SAID NORTH LINE, S 89°37'17" E, 38.83 FEET TO THE SOUTHERLY EXTENSION OF THE WEST LINE OF SAID BLOCK 36 UNIT 1, SEC. A CHAUTAUQUA "ON THE LAKE"; THENCE ALONG SAID WEST LINE, N 00°01'57" W, 259.70 FEET TO THE SOUTH RIGHT-0F-WAY LINE OF THIRD AVENUE SOUTH AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130; THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE, S 89°40'51" E, 260.01 FEET TO THE WEST LINE OF A 60' RIGHT-0F-WAY AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1 i30; THENCE ALONG SAID WEST RIGHT-0F-WAY LINE, S 00°02'20' E, 259.97 FEET TO THE NORTH LINE OF SAID BLOCK 35; THENCE ALONG SAID NORTH LINE, $ 89°37'18' E, 111.13 FEET TO THE POINT OF BEGINNING. CONTAINING 3.6217 ACRES, MORE OR LESS • • Exhibit "A" Lots 16 and 17 of Block 14, Unit No. 1, Section A, CHAUTAUQUA "on the Lake", according to the plat thereof as recorded in Plat Book 9, Page 52 of the Public Records of Pinellas County, Florida., and Lots 18 to 23, inclusive, in Block 14, Unit No. 1, Section A, of CHAUTAUQUA, according to the map or plat thereof recorded in Plat Book 9, Page 52, of the Public Records of Pinellas County, Florida, and Lot 25, less the West 17 feet thereof, and all of Lot 24, in Block 14, Unit No. 1, Sectioa A, of CHAUTUQUA, according to the map or plat thereof as recorded in Plat Book 9, Page 52, Public Records of Pinellas County, Florida, and COtittEHCE AT~THE'NORTHUEST CORNER OF tltE SOUTHUEST 1/4 OF 5ELT10N 32, TOkNS}i~P 20 SOUTH, RRNGC lb EAST. YlNELLAS COUNTY, FLORIDA kNO HUH 5.0'0'00'58"N, 964.55 ('EE1 ALONG THE REST LIRE OF 5ECT10N 3Z, THENCE 5 89'34'50"E, 100.00 FEET TO A~PDIRT ON 1HE EASTERLY RIGHT Of NAY t(NF OF U.S. HIGHHAY 19 FORA POINT OF BEGIHNlN6; THENCE~RUN 5 89°57'87"E, 442.11 fFET;.•THEffCE N 000]'50"N,~.104.05 1=EE`I. TKEttCE S 89'57'07"E. 95,02 FEET; THENCE S OO"01'50"E, X08.10 fEEI; THEtiCE h 69'57'01"N, 39.10 FEET, THENCE S 00`81'50"E, g40:OD~~~tT; Tk[NCE 69'57'07"H, 49$,48 FEET TOOTH: aFORES4lU EASTERLY A1GHT ~OF uAY L'INi;, THENCE N 00°00'S8'E A(.ONG'SAID EASTERLY RIGHT OF~NAY~LIkE A'D{51ANCE OF SQZ.05 FEET TO THE PO(NT.O~'BEG1NhlHG. COk;F1ti1NG E.54d ACRES, MORE OR LE55. Parcel I;D. Ho. 32/28/16/1~922/Ol9/0160 AND AJ.1 right, title and interest in and to that certainthea Cittaof vacated by and through Ordinance No. 6476-D0, by Y Clearwater, tahich vacates a 60' Yighe-ef-way of Third Avenue 9outh,• lying Bast of U.S. gighcaay 1? and `test of Chzutzuqua Avenue (formerly Main 5treetJ, as Che same was recorded 1n O.R. Boo]: 1zQ1j., page 19"70, public retards of Pinellas County, Florida, being more particulazly described as a sixty ac0 o1r~ ° g ~p a khe hPla -wof identified as Third Avenue South, C'fiATCTAUQUA OD] THE LAKE U2JIT 1d0. 1 - SECTION A, as recorded in Plat Hook 9,' page 52, ,public records of Pinellas County, Florida, lying East of State Road SS (U_s. xiga~jY l9 North) and West of Third Avenue South [ldain Street per p 'AND • • I I I I ~ I 254 j I i i W , I n ~ I I Q l__ ~ ~ _~ -_ ~ f-- lul --r- ~ ~ i ~ i I I ~ ' w w //////~VV/// I I t ~ I ~ I - I ~ -t I--- ¢ 'cs. I j ~ I I I I I I Q I V I I L-----------' 253 ~~~~ r- _"-------------I ~--` ~ -I I I j l ~ ----- I ~ 2519 - I r-~s__ ~-~~-------~~- I I I I __I li I I r1 I I I I I I I I I I I I ~ I I I I I- _ _ r-------- i I I ; - I I ~__; I I `-----~ _- __ I-`---I - - i ~ 25350 ~ I 1 I I 1 ~~-~1-~~ I I I I ~ I I 1 I I 1 I I I I L-----I L-----I ! • 252 ~ r-~ ~ I 1 I y ~ ~ I I 1 I I .7 ~ I I---_~ I I 1 ~---------' i ~ I I 1 I ~ 25191 j ~ 1 __ ~~z_~r~-t_I ~--' I I I I ~ I----~z__r--i--~ 1 I I I r~i ~~L~ r---I --- - ~-' 1 rl I .-, I I I -r _ - 1 I ti I I 11 III I ~ `I ~___, I_1 _~,_I __ 1 1 1 1 1 251 25078 5032 ' \ ~~~~\\ ~ ~ \ ~/ \ ~ -- \ \ ~\ ~,_ ~ / \ ` \\ ~~i \\ \\ \ \ \ ° I I ~ \ I I ~ c, d,,. . • Z0"d ~ti1.01 ;.: . ~ .~ ,,~ ~~ . ~iq ~'1-i. LA5 -~~4k~~M.~ ft.,~„;~ 2~~~,,~~ i6~~ `,,.. ~~.J t73-252964 JLiN-26-2003 12 ; 40pp P INELLRS CO BK 12651 PQ 3St1 1~8~f~ll~l~~Ilpal~N~~u PLANNING DEP~-RTMENT ioo ~_ ~~ AvE., ~'''° Fl..ooR, cL>:~awar~, ~. PHGNE: X82 4567; FAX; 5G2.~865 i(I~tLID4 f . DE ~.AKER, CLERK OF COtiRT PIi~liAS COII~l, F1.4R11~ (72?) 4b4-3008 5C264679 4&-2b--,403 12:39:18 6AT ~ r ~ ~1Y 3410 - 64~a~ 337I91~132b2864 ~K:12851 ~PG:434 ff'G:6351 l~DING 062 PASS 3 :14.54 ffEICIAI. CCU 5 :2.40 CERt1fCRTIflH 6 :1.00 ...ltc ra ~; : re. 33r ~A~.: . A~aparly URGE A#QM: r~,- .: ~s~ s i ~ s ~~: y i ~ ~ ~ ~~.~ fi~ 3 ~ ~~3~ arc :1.3.54 s13,5o xlvow ~ wr,L >~ ax .mss, tit p~tant m ~ ~~ ~ ,~ ~ ~ c pera~inu>tg m $e ireau~ce of hvil~diag prnmita and raga3ati>ng lastd devielogmiaat acdtrities, ~ tmdaai~led, heieg wa ~ ~ {~I) ~ ~ ~ d~nvea ~ pity >atna~ed in ~ cx:s- of clea~vvaber, Ca~mty of Pluella~a and 6tate cf Flooda, ~ ~~ . See Exhibit "A" attached hereto and made a part hereof. da hetieby ~ the foIIonving daeIstatiaa of oaaditiam~ li~ooitstilons cad ~ caa said loads, heteafbae m be ]m+c~n cad netea rd bo ss >r DECI.A1tA'i'I+QN OF ZJNtTY OF 1'1TLE, as m fbo Solla~ring parties~lars; I. 7bat tba ~'ooasaid Plat ~ ~fnatiaa of aepstab laM. pit. psaacels, scrasge of P~~ ~+~, s~ benca8c- be ~c~e~srded as and is flay dealaad to be ntdfiod t>Indes osre title as sts iodtiniin'ble ~s ~~ err '~~ Timt_ the asid pity shall firth be c~dde:nd as one lot ar of cad that as ~ tbQwf slssll be add, astdp>led. t><as~eerad, conveyed ar ae.is d ~ s~c~ in i~ ~~ eacaety, as ante ;- ~5~ piot ar patzei of tmd. . ottzis .~3.-_ 3bat tms Dmeltnratio~ of Ugly o~ 2>tle mall cacasti44a a covnaaat to =tm vri$t the L~a~c3, a4 p~+ovided by Taw, afld Rlssll be npcm I1SC uaadeasigned, sad tl>le hsaa, ~oessms and sssi~s of the F ~ and all parties claiming ut~ them ua~ each tisae ss tho same Wray be zzl~ased i>dt w~ritin5n5 u~ yrC- odes' of ffie CSry M~mager of the Gtity of Cle>pcpa~ac. 'il>le madersig~ad also agt+x(s) t>4at his a>IStu~ameat ~ sbaTt ba xecamded in 8>de public t+ecosds of PiaeIIaa Cottayr, Florida, 8igded, sosi~, tvitaessed cad aCloaoa~rkd~d this a?3 day of ~ u N ~- , 2Q c 3 , at C1ea;vlratet. Flaaida. be ltis,l~ rx their free act as>bd deed far the asses >tsul puipnaa reran a>Imtinaed. =.: ; MY COMMISSION Il DD 131209 IXPIRES: Odober2l 2006 ~~;,~ ~ BoidgTwNmaryWmeWrrmwlc~s Sr.4~Bcidon Formt/[Jaity olTida Deciaadoa Tool 7Q ~J fi1Cl T~fs 171 nay of ~14ti ~ no ^~^~~ .n... ....n..C .. . ~. .... .~ .~.. .. __ - - . r a . i P 1NELLAS CnIJMTY F~Fr , . OFF . i~EC , BK 12881 PG 351 Exhibit "A" Lots 16 and 17 of Block I4, Unit No. 1, Section A., CHAUTAUQUA "on the Lake", according to the plat thereof as recorded in Plat Book 9, Page 52 of the Public Records of Pinellas County, Florida., and • Lots 18 to 23, inclusive, in Block 14, Unit No. 1, Section A, of CHAUTAUQUA, according to the map or plat thereof recorded in Plat Book 9, Page 52, of the Public Records of Pinellas County, Florida, and Lot 25, less the West 17 feet ffiereof, and all of Lot 24, in Block h4, Unit Na. 1, Section A, of CHAUTUQUA, according to the Wrap or plat thereof as recorded in Plat Book 9, Page 52, Public Records of Pinellas County, Florida, and C01'u!ElICE AT' 1NE' NOATHHE57 CORNER OE TIIE 5411TIINEST 1 JA pF SELT IOH 32 , TDkNSHIP Z8 50117H, RRHGE 16 EAST. YINElLAS COUHTY, FLOR1pA AND NUN ~ OTl`QO'S8"N, 964.55 I'EE1 ALONG THE NEi7 LINE OF SECTION 37, 7HENCL ~aa•aa'Sm•c, 1n~ET t0 A'POt11T DH THE EASTERLY-&ltglt Of qAY • LINE OF' U.S. HTGHHA7 19 fOR•A POINT OF BEGINH3N6; THENCE•Rt1N ~8 °A~ 57_~7~4A7 12 fEET;.•TEtEHCE N 00'DT'SO°H.•.10A.OE FEE7. THEnCE _S 99'S7•nT"E, 95 DZ fEET; THEIICE S ~1';a__.~E 209 10 fEE1; THEh[E• A~9S7'D7"N, 34.10 FEET, THEBCE x_.90°01'50"E. •4AO:OD~ 1'sE7: TH[NCE K 69~57'O7"ti, a48.A8 fEEl TQ.~Hr AiDRES~ID fAS3ERLY R3GiiI `Oi ~tAti LINE;. TH£NCE,N ~Qo~a'S8"~ALON6 SAtO EA57EALY RIGHT Of-~IAY' EINE A'OLS1ANtf OF 5dt.05 FEE7 TD THE Pfl1Nr• D~- BEGIrthING. COk;~ItaING E.5A4 ACRES. HORS DR LE55. Parcel Z;D. Ho. 32/ZO/16/I~922/O1~/0160 AND - All right, title and interest in and to than certainth a Cat tato~ vacated by and through Ordinance No. 6476-00, by Y Clearwater, cahich vacates a 60' righe-ef-way of Third Avenue 9outhr. lgiag Bast of U.S_ 73ighway 1? Azad west o~ Chautauc~za P_venue (fozmerly Main Street], as the same was recorded in O.R. Book Sioli, gage 1970, public records of Pinellas County, Plerida, being mole-particularly described a9 a sixty (60') Eoat wide right-of-Quay identified a6 Third AvSUUe South, according Ca the plat of CSiATt7AUp1I~- ON THE LAKE UNIT 2a0. 1 - SECTION A, as recorded in Plat Hook s, page 52, ,public records of Pinellas County, Florida, lying East of State Road 55 (U_8. Highway 14 Nortb) and West o£ Third Avenue South (Main Street ger plat]- ~~ Z0'd ~ti1Ql i. • ,,. ,,.~ ~. . ~ ~: ,~ } :, . Y,.. .~. ~3-262864 JUN-26-2003 12:40rn P INELLAS CO BK 12851 PO 35[1 Wla INII VIII ICI III I~~ ul~ I~ ~~ Up ` PLAJVNING DEPARTMENT 104 SO_ MYRTf.E AVE., 2"° FLOOR, CLEARWATER, FL PHONE: 682-4567; FAX: 562865 TR<~iul~rt Ftri~77ti r~~~ati bL9 ~{..EEt! F. DE ~.AKER, Cl~RK (F COURT PIf~T1AS COl1NTY, FI.ORIDR (?27) 4E4-3008 5C284679 06-26 ~~ 12:39:18 DRT 51 At~-LA SALLE REALTY 3010 - 000336 337I~1032b2864 Bl(:12851 SPG:0~0 ffG:0~11 RE~tDING 002 PAGES 1 510.50 ~F'ICIAL COPIES 5 52.00 CERTff CATIOF! 6 31.00 pt+aporty Q~q-ner: ~ ~A(.-~E ~L7- L. L ~ CW~GE AI~U#T: ~;?Sl 9 ~ Gl 5 ~y Addrtesa: ~-, /~u= y / 9 ~ ~ ~li.~ fiL 3 3 7~~~ CLEF( - :13.50 313.50 XNOW OF ALL MEN HX 1~3E P1i,8SBNTS~ that piuauant to the ocdinaacea of the City of Clearwater petbiairgg to Bye ieauaace of b4iLdiag permits and regulating }raid develcpoaaat tetivities, tlu uaderaig>oed. beitzg the fee awaQt (s) of the follawiag deaonbed real ptraperty aituatad in the City of Ciearwater~ County of Pinellas ~d 3tste of Florida, tv wit: See Exhibit "A" attached hereto and made a part hereof. do herleby maloe the SaUawiTg deala:atiam of oamditioma, limitations and restrictions an said la>ada, heQeafbar to be lmorvo sad sefoa+ed tb wa a DE['f.IIEATiON OF UNtIY OF T`iT1.E, as ds 8~e Fvlla~v}ng partioulats: 1, lbat Poe afoeasaid plot ac motion of aejansbe lots, Pinta. p:rocls, aGrasge or poeetions Waoofy shall bareafter be regtrded u and is hertby deolarod ba be untt5ed uasder one tide sa an fadiviu'b1e buildfng ~s stte. ~ ~~`"' Tbst the acid pc+aperty shall helnneforth be oamaidered as one plot ar parcel of land, arad that too paada~n art theataf shall be sold wdgved, bcasu~5errad, ceaveyed or da.ised aspaately act in ifs e~il:t7-, as ooze ~-5~- plot ar par+cel of 1m8. o~t~s _____.__.- That this Dvcl>rratiaat of ihxtly of ?itle shall constitute a cove:>umt do tun vrith rho ]~, ss pwvided by ~,,, awd sha11 be bmdimg upaa the wdarsigned, and the bona, aueoeaaara and wig~u of the >fmdaai~aed, F s~ and all Pottle: cLiming ands: tham uadl suoh time as the ssare msy be released nn wrritit>s under tlx fir(., order of the City Manager of the City of Clear'. ?he ><mdersigaed alas agrecta) that the inatru~at ~ -7 shall be t+ccorded in the public reoosds of Pi~eIIae County, Florida. ` 8i~g~sed~ coaled, ~rimeaaed and ac~mowledged this ~3 day of _ ~% ~ ~t7 ~ , 2p c .3 , at Aeatwatac. Flaeida. COUNTY OF P'II~FSLAS MB ll and ~- ~ ~ MM trT and BEFO~ifi peasoma y apps __ . to me boawa to be the petava(a) deson"bed is execution thereof bo be his, her ar their fi~ee not and deed for tb~e assn amd purpoaa betein mentioned, .a ,~. ~ :s MY COMMISSION to DD 13t2C9 ~• • ~ = EXPIRES: Odober 21, 2006 '~;yi ~~ •'' 66100E Tlw Ncmry Public UMeiwrOm slAOSsa•~ Farrcd[JnstY oiTide Decisradan 2001 ~rn•~ ra~c~ ro... ~~~ day of ~./~ ti f _ ~o G ary PubLc CO~ISSIOtI ,..,., ........c ., . _...... .....__.. - - -- - - - I ~ ~ I , ~, ~/~ ~ J~' ~'~ ~~ ~ ~ ~ ~ ~ >>~ ~~ Exhibit "A" PINELLRS COUNTY FLR. OFF,REC.BK 12651 PQ 351 Lots 16 and 17 of Block 14, Unit No. 1, Section A, CHAUTAUQUA "on the Lake", according to the plat thereof as recorded in Plat Bovk 9, Page 52 of the Public Records of Pinellas County, Florida., and Lots 18 to 23, inclusive, in Block 14, Unit No. 1, Section A, of CHAUTAUQUA, according to the map or plat thereof recorded in Plat Book 9, Page 52, of the Public Records of Pinellas County, Florida, and Lot 25, less the West 17 feet thereof, and all of Lot 24, in Block 14, Unit No. 1, Section A, of CHAUTUQUA, according to the map or plat thereof as recorded in Plat Book 9, Page 52, Public Records of Pinellas County, Florida, and LOI1ilENCE AT'TNE NORTHrrEST CORNER OF THE SOUTH-tEST I/4 OF SECTION 32, TOkHSNIF 20 SOUTH. RANGE Iti EAST. YlHEItAS COUNTY, FEpRtpA 1.N0 HUN S, 00'00' S8"N. 964.55 1'EE1 ALONG THE tifEST L lNE OF SECT 14N 32. THENCE S 9A'3a'SO"E, 100.00 FEET TO A'PO1RT ON THE EASTERLY A1GHT Or 1tAY 6lNE 0~ U.S. HIGHHAY 19 FOR A POINT OF gEGlFitilNG; THENCE~RUN 5 89°57'D7"E, 44Z.1Z FFET;~~THENCE N DO'O]'S0"N,~ 104.05 1•EE1, THENCE 5 89`57'07"E, 95,OZ FEET; THENCE S 00"Dl'S0"E. X08.10 FEC1; THEtiCE~ h 89°57'07"N, .39.10 FEET, THEtICE S 00`D1'S0"E.~g4d:00 IEE7i THENCE N 84`57'07"W. +~9~,4t? fEE1 TOaNr aFDRESaiu EASTERLY RIGIi1 ~OF uAt L'IH{;, . THENCE t1 00°00'S~`E AI.OtVG~ SAIO ~EASTER[.1 RIGHT t?F NA1f I.IftE A~OISTANCE OF SQZ.05 FEET TD THE POiNT.Or~ BEGINhlNG. COk;r1ro1NG 6.54A ACRES, FORE OR LESS. Parcel I:D. Ho. 32/28/16/1~9x2/D1~1/0~60 AND A].1 right, title and interest in and to that certainthea C~ttaof vacated by. and through Ordinance No. 6476-00, by Y Clearwater, tahich vacates a 60' right-of-way of Third Rvenue 9outh,• Bing Halt of U.S. Highway 14 and !lest of Chautauqua Rvenue [formerly Main Street], as the same was recordedFlor da, being 11011., page 1970, public records of Pinellas County, more particularly described as a sixty (60~) foot wide right 1 t'wof identified as Third Avenue 9ovth, according to the p CHATLTp,UQUA ON THE LAKE UNIT t]O. 1 - SECTION A, as recorded in Plat Baok 9, page 52, .public records of Pinellas County, Florida, lying East of State Road 55 (U.B. Highway 19 North) and West of Third Avenue South It~Isin Street per plat] I~ J Policy of Title Insurance Commonwealth Land Title Insurance Company Schedule A Order Number: 4i206406CA Our File No. Lasalle Realty/ECM • Policv Number: F03-0215545 Amount of Insurance: 53.000,000.00 Date of Poiic~•: The date shown belo~~- or the date of recording of the instruments referred to in Item 4, whichever is the later. May 30, 2004 at 11:47 a.m. I . Name of Insured BANK OF AMERICA. N.A.. iu successors and/or assigns, as their interests may appear ?. The estate or interest in the land described herein and which is covered by this policy is: Fee Simple 3. Title to the estate or interest in the land is vested in: LA SALLE REALTY, LLC. a Florida limited liability company 4. The insured mortgage and the assignments, thereof, if any, are described as follows: Mortgage and $ecurin~ Agreement from RICHARD R. DIMMITT in favor of GENERAL MOTORS ACCEPTANCE CORPORATION. a New York corporation, dated October 1 i, 1991. recorded October 11, 1991 in O.R. Book 7703, page 32, Given to secure the original amount of S~. 113,600.00, as modified by Mortgage Spreader Agreement recorded November 13, 1991 in G.R. Book 7731, page -174, Mortgage Modification Agreement for Future Advance and Other Modifications recorded Au=ust 30. 1496 in O.R Baok 9450, pane 454. Partial Release of Morgage recorded December 1, 1997 in O.R. Bock 4919, patre 1373, bt• Mortgage and Promissory Note Modification agreement recorded February 36, 1994 in O.R. Book f 0430, page 412 and by Notice of Receipt of Advance recorded December 30, 3002 in O.R. Book 1'_'441, pane 1031, and assisned to $ANI; OF AMERICA, N.A.. by Assignment of Notes. MongaQe, and Other Loan Documents recorded in Official Records Book 1355, page 1232; and last modified by Amended and Restated Mortgage, Security Agreement and Fixture Filing dated April 19, 2004 and recorded May 2U. 2004 in Official Records Book 13585, page I?35. Public Records of Pinelias Count\~. Florida. ~. The Land referred to in this policy is described as follows: (See attached Exhibit A far legal description) MacFarlane e~guspntg McMullen -~ ei3~ Court Street Clearwater, FL :3756 This polic}~ is invalid unless a cover sheet acrd Schedufe B are attached. • • Exhibit A Policy Number: F02-0215545 PARCEL I A tract of land lying within Section 32, Township 3S South. Range 16 East, Pinellas County, Florida, and being more particularly described as follows: Commence at the Northwest corner of the Southwest 1/4 of said Section 32; thence S 00°00'58" W along the West line of the Southwest 1%4 of said Section 32, said West line also being the centerline of U.S. 19, for 860.30 feet; thence leavin_ said centerline S 89°34'50 E. for 100.00 feet to a point on the Easterly right-of--way line of U.S. 19 (A 300 foot right of way j, said point being the POINT OF BEGINNMG; thence leaving said right-of--way line S 89°51'07: E along the North line of those Tracts conveyed in Of£icia! Records Boak 4328, page 1598 and Off cial Records Book 5321. page I 17, for 352.091 feet to the Northwest comer of that certain property conveyed in Official Records Book 4140, pace l 180: thence S 00°01'30" E, along the West line of said Property, for 104.45 feet: thence S 89°57'0?" E aion~~ the South line of said propem~ for 90.02 feet; thence N 00°01'50" W along the Easterly line of said property. for 104.05 feet to the Northeast comer thereof: also being a point on the Southerly right-of--way line of third Avenue South. as recorded in the Plat of UNIT NO. t - SECTION A CHAUTAUQUA "ON THE LAKE", as recorded in Plat Boak 9, pale 52, Public Records of Pinellas County. Fiarida: thence S 89°57'07" E along said right-af--way line, for 95.02 feet to a point on the VlWesterl}' ri_ht-of-~vay of 1Vlain Street, as recorded in said Plat: thence alons said right-of-way tine, alone a Line 30.00 feat West of and parallel to the East line of the West 1!4 of said Section 33, S 00°OI'S0" E. for 305.10 feet to the Nortlteriy right-of--way line of Fourd~ Avenue South; thence N 84°57'07" W along said Right-of--way line, for 39.10 feet to a point on the Westerly right-of--way of Main Street, as recorded in the Plat of CHAUTAUQUA - SECTION A - UNIT N0. 5, as recorded in Plat Book 18, page 61; Public Records of Pinellas County, Florida: thence alone said right-of--way line S 00°01'50" E, for 44U.00 feet; thence leaving said right-of--way line N 89°57'07" W along the North tine of the FLORIDA POWER CORPORATION right-or'-way as recorded in Deed Book 1516, page 581, for 498.48 feet to a point an the Easterly right-of--way line of U.S. 19; thence alon, said right-of-way line N 00°00'58" E, for 048.10 feet to the POINT OF BEGINNING. PARCEL I1: Lots 16 and 17. Block f 4, UNIT N0. 1, SECTION A, CHAUTAUQUA "ON THE LAKE" according to the plat thereof recorded in Pleat Book 9, pate 5'_. Public Records of Pinellas County, Florida. PARCEL lil: .411 right. title and interest in and to that certain real estate vacated by and through Ordinance No. b476-00, by the CITY OF CLE.4RWATER, which vacates a 6U foot right-of--way of Third Avenue South, lying East of L'.S. Highway 19 and West of Citautauqua Avenue t.fornterly i\lain Street). as the same was recorded in Official Records Book 1101 1, pace 1980. Public Records of Pinellas Count`. Florida. bein_ mare particularly described as a sixty (60) foot wide ri~ltt-of-~vay identified as Third Avenue South, according to the Plat of CHAUTAUQUA ON THE LAKE UNIT NO. I -SECTION A, as recorded in Plat Book 9, page 52, Public Records of Pinellas County. Florida. ]yin; East of State Road 55 (U.S. Highway 19 Nonh j and West of Third Avenue South (Main Street per Plat). PARCELS I. II ~. III ALSO KNOWN AS: Commencing: at the Northwest corner of the Southwest 1!4 of Section 33, Township'_8 South, Range 16 East; thence S 00°00'58" W alon_ the West Line of the Southwest I!4 of said Section 32, said West line also being the centerline of U.S. 19, for a distance of 860.SU feet; thence S 89°3~1'S0" E. far a distance of 100.00 feet to the East riJtt of way line of said U.S. 19, and the POINT OF BEGINNING: thence N 00°00'58" E alone the East right of way line of said U.S. 19, for a distance of 60.00 feet to the Northerly right of way line of Third Avenue South per UNIT NO. 1 - SECTION A CHAUTAUQUA "ON THE LAKE", as recorded in Plat Book 9. pare 52. Public Records of Pinellas Counn•, Florida; thence S 89°57'07" E along said Northerly line, for a distance of 537.00 feet; thence S 00°01'50" E leaving said Northerly line for a distance of ?68.10 feet: thence N 89°57'07" W, for a distance of 39.10 feet to the West right of way line of Main Street per CHAUTAUQUA -SECTION A. as recorded in Plat Book 18, page 61, Public Records of Pinellas Counr}~. Florida: thence S 00°01'50" E along said West right of way line, for a distance of 440.00 feet co the North right of way of the FLORIDA POWER CORPORATION right of way, as recorded in Deed Book 1516, pale 581, Public Records of Pinellas County, Florida: thence N 39°57'07" W, for a distance of 495.48 feet to the East right of way line of said L'.S. 19; thence N 00°00'5$" E aion~~ said East riuht of ~c•av line of U.S. 19 for a distance of 048.10 feet to the POINT OF BEGINNING. ~ • Schedule B -Pan I Policy lYumber: F02-02 t 5545 This polic}~ does not insure against foss or damage ("and the Compam~ will not pay costs, attorneys' fees or expenses) which arise by reason of: t . Taxes and assessments for the year 2004 and subsequent years, which are not yet due and payable. ?. Easement irr favor of the Cin• of Clearwater recorded in O.R. Book 5473, pane 1386. (affects PARCEL I) ;. Distribution Easement in favor of Florida Power Corporation recorded in C.R. Book 6090, page 940. (affecu PARCEL I) 4. Easement in favor of the City of Clearwater recorded in O.R. Book 6l 78, page 1586. (affects PARCEL I) ~. Easement in favor of the Cin~ of Clearwater recorded in O.R. Book 6178, page 1589. (affects PARCELS [ and lI) 6. Distribution Easement in favor of Florida Power Corporation recorded in O.R. Boot; 10903, page 1645. (affects PARCELS [, II and/ar [11} 7. Communication Easement in favor of GTE Florida Incorporated recorded in O.R. Book 11041, pale 1118. (affects PARCELS I, Il and III) 8. Lease Agreement dated September 21, 1984 by and between DIMMITT CAR LEASING, INC. and ARBOR ADVERTISING CORPORATION. recorded 3anuar;~ %, 1985 in O.R. Book 5910. page 521 and possible interests of SOUTH £SSEi: DEVELOPMENT CORPORATION, a Florida corporation by virtue of that certain A~eement recorded in O.R. Book 6855, pa~~e 2391. (affects PARCEL l) 9. Lease dated June 1.1985, by and between RICH.~RD R. DIMMITT and LARRY DIMivtITT CADILLAC, INC., a Florida corporation, as disclosed by that certain instrument recorded in O.R. Book 604;, pa~e'_152. (as to PARCEL I) 10. Lease Agreement dated January 4. 1985 by and between LAWRENCE H. DIMMITT, 1Il and ARBOR ADVERTISING CORPORATION, recorded January 7, 1985. in O.R. Book 59]0, page 523. (affects PARCELS 1 and II) 11. Declaration of U oily of Title recorded in O.R. Book 1'_'851, page 350. (affecu PARCELS 1, II and III) 12. Rio hts or"tenantl.s) in possession, if any, under (ease{s) not recorded in the Public Records. l3..4cce ss to and from PARCEL II is over and across PARCELS I and III. 14. Matters as s hown on that survey prepared by Raymond Thompson, dated October 1, 2003 as Job Ivo. SUNCOOl4. NOTE: All recording references in this commitmentrpalic}~ shall refer to the Public Records of Pinellas County, Florida, unless othervise noted. NOTE: In accordance with Florida Statutes section 637.4131, please be advised that the insured hereunder may present inquiries, obtain infomlation about coverage, or receive assistance in resolvin!* complaints. by contacting the Commonwealth Land Title Insurance Company Re;ional Office, 301 Soutlr Orange Avenue, Suite 1350. Orlando, FL 32801 Telephone 407-481-8181. ~ • Schedule B - Part II Policy Nurtrber: F02-031.545 in addition to the matters set forth in Part I of this Schedule, the title to the estate or interest in the land described or referred to in Schedule A is subject to the followine matters, if an~~ be shown, but the Company insures that such matters are subordinate to the lien or charge of the insured mortgage upon said estate or interest. l . Assi_~ttment of Lessor's interest in Leases recorded in O.R. Book 5043; page 3152, as assigned to BANK OF AMERICA. N.A. by .4ssi~nment recorded in Official Records Book 1385, pace 1232. '?. UCC-1 Financing Statement recorded in O.R. Hook 504;, pa_e ?? SS, as assigned to BANK OF AMERICA. N.4. by Assignment recorded in Oft"icial Records Book 13585, page 1232. 3. UCC-i Financing Statement securing BANK OF .4IvtERICA. N..4., recorded Nlay 30, 3004 in Official Records Book 13385, page 1258. • • Commomvealth Land Title Insurance Company ENDORSEMENT Attached to and made a part of Policy Number: FO'-0'_1545 The Company insures the owner of the indebtedness secured by the insured mortnaQe a?ainst loss or damage sustained by reason of I .Any incorrectness in the assurance that, at date of policy: a. There are no covenants. conditions or restrictions under which the lien of the mortQase referred to in Schedule A can be divested, subordinated or extinguished, or its vaiidiry, priority or enfarceabifiry impaired. b. ~ttless expressly excepted in Schedule B: (11. There are no present violations on the land of any enforceable covenants, conditions or restrictions nor do any existing improvements on the land violate buildin: setback lines shown on a plat of subdivision recorded or filed in the public records. (2). Any instrument referred to in Schedule B as containing covenants, conditions or restrictions on the land does not, in addition. (i) establish an easement on the land: (ii) provide a lien for liquidated damages: (iii) provide for aprivate charge or assessment: i iv) provide for an option to purchase, a right of first refusal or the prior approval of a future purchaser or occupant. (31. There is no encroachment of existin_ improvements located an the land onto adjoining land, nor any encroachment onto the land of existing improvements located on adjoining land. l4). There is no encroachment of existing improvements located an the land onto that portion of the land subject to any easement excepted in Schedule B. (5). There are no notices ofviolation of covenants. conditions and restrictions relatin_ to environmental protection recorded or filed in the public records. ~. Any future violation an the Land of anv existing covenanu, conditions or restrictions occurring prior to the acquisition of title to the estate or interest in the land, provided the violation results in: a. Impairment or loss of the lien of the insured mortgage; or b. Loss of title to the estate or interest in the land if the insured shall acquire title in satisfaction of the indebtedness secured by the insured mongaee. 3. Damage to existing improvements (excluding lawns, shrubbery or trees). a. Which are located on or encroach upon that portion of the land subject to any easement excepted in Schedule B, which damage results from the exercise of the right to maintain the easement for the purpose for which it was Qranted or reserved. b. Which results from the future exercise of amp right to use the surface of the land for the extraction or development of minerals excepted from the description of the land or excepted in Schedule B. 4. Any final court order or jud_ment requiring the removal from any land adjoining the land of any encroachment excepted in Schedule B. 5. Any final court order or jud;rrtent denyin_ the right to maintain any existing improvement to the land because of an}~ violation of covenants, conditions or restrictions or building setback lines shown on a plat or subdivision recorded or filed in the Public Records. Wherever in this endorsement the words "covenants. conditions or restrictions" appear, they shall not be deemed to refer to or include the terms. covenants. conditions or limitations contained in an instrument creating a lease. As used in paragraphs i(b)(I)and 5, the phrase "covenants. conditions or restrictions" shall not be deemed to refer to or include the terms, covenanu conditions or restrictions relating ro environmental protection. This endorsement is made a pan of the policy and is subject to all of the terms and provisions thereof and any prior endorsements thereto. Except to [hc extent exprrssl}• stated. is neither modifies anv of the terms and provisions of the policy and am• prior endorsements, nor does it extend the effective date of the policy and any prior endorsements, nor does it increase the face amount thereof. IN WITNESS WHEREOF. the Company has caused this endorsement to be issued and valid when sib*ned b~~ an authorised off ter or licensed a:ent of the Company. lviacFarlane Fer;uson g McMullen ~.- .,.; Authorized Officer or Licensed .4zent ~~"- Endorsement-FotTn 9 • • Commonwealth Land Title Insurance Company ENDORSEMENT Attached to and made a part of Policy Number: F02-0313~t5 Tile Company insures the owner of the indebtedness secured by the insured mortgage against loss or damage sustained by reason of: i. The invalidi[y~ or unenforceability of the lien of the insured mortga;e resulttng from the provisions therein which provide for chances in the rate of interest. '_. Loss of priority of the Tien of the insured monsaae as securin~ for the unpaid principal balance of the loan, together with interest as chan~~ed in accordance with the provisions of the insured mortgage, which loss of priority is caused by the changes in the rate of interest. "Changes in the rate of interest". as used in tltis endorsement. shall mean onl}~ those chances in the rate of interest calculated pursuant to the formula provided in the insured mort,age at Date of Policy. i his endorsement does not insure a_ainst loss or damage based upon (a) usun~, o; (b j any consumer credit protection or truth in lending law. Phis endorsement is made a part of the policy and is subject to all of the terms and provisions thereof and of any prior endorsements thereto, except that the insurance afforded by this endorsement is not subject to Section 3(d) of the Exclusions From Coveraee. Except to the extent expressly stated. it neither modifies any of the terms and provisions of the policy and anv prior endorsements, nor does it extend the effective date of the policy and any prior endorsements. nor does it increase the face amount thereof. 1N WITNESS WHEREOF, the Company has caused this endorsement to be issued and valid when si?ned by an authorized officer or licensed anent of the Company. MacFarlarte-Fer;!uson &. McMullen Authorized Officer or Licensed Ageirt-~----~. ~~ Endursement -Variable Rate 1~lort_~aee ALTA 5 i i ORIGINAL CDB Meeting Date: January 18, 2005 Case Numbers: FLD2004-08061 (Related to ANX2004-08013, LUZ2004-08006 and DVA2004-00003) Agenda Item: E2 (Related to F1, F2 and F3) Owner/Applicant: LaSalle Realt. Representative: Mr. E. D. Armstrong III, Esq., Johnson, Pope, Bokor, Ruppel & Burns, LLP Address: 25191 US Highway CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval to permit a nonresidential off-street parking lot in the Low Medium Density Residential District, under the provisions of Section 2-204.C. EXISTING ZONING/ Commercial (C) (City), Open Space/Recreation (OS/R) (City) and LAND USE: Rural -Residential (County) Districts; Residential Suburban (RS) Category PROPOSED ZONING/ Low Medium Density Residential (LMDR) District; Residential Low LAND USE: (RL) Category PROPERTY SIZE: 4.28 acres PROPERTY USE: Current Use: Non-residential off-street parking Proposed Use: Non-residential off-street parking ADJACENT ZONING/ North: County; Vacant LAND USES: East: County; Detached dwellings and vacant South: Open Space/Recreation District; Vacant West: Commercial District; Vehicle sales and display CHARACTER OF THE IMMEDIATE VICINITY: The Dimmitt car dealership abuts to the west. The. surrounding area to the north, east and south is sparsely developed with detached dwellings and is otherwise vacant. Staff Report -Community Development Board -January 18, 2005 Case FLD2004-08061 -Page 1 of 6 • • ANAT .VCTC~ Site Location and Existing Conditions: The 4.28-acres, consisting of three parcels, is located at the southern terminus of Chautauqua Avenue approximately 550 feet east of U.S. Highway 19 North. The site is presently used for the unauthorized use of the off-street parking of vehicles. The majority of the site is presently within unincorporated Pinellas County and is being annexed (ANX2004-08013). The Land Use Plan is being requested to be amended from the Residential Suburban (RS) Classification (City and County) to Residential Low (RL) Classification (City) (LUZ2004-08006). The property is also being requested to be rezoned from the Commercial (C) and the Open Space/Recreation (OS/R) Districts (City) and from the Rural Residential (R-R) District (County) to the Low Medium Density Residential (LMDR) District (City) (LUZ2004- 080006). The property is also subject to a Development Agreement (DVA2004-00003) to ensure the use of the property is solely for nonresidential off-street parking. Proposal: The proposal includes constructing a surface parking area, meeting Code requirements, for the storage of approximately 285 vehicles. This off-street parking area is solely for vehicle storage of new and used vehicles and for employee parking, and is not intended for the parking of vehicles associated with the service department awaiting repair. There are some areas where vehicles will be stacked, but since the majority of the parking area is for vehicle storage, this complies with Code requirements. Access to the residential streets to the east of Chautauqua Avenue is being removed with this proposal. The design of this parking area will allow for transport trucks to traverse this area to be able to return to US Highway 19 N, but it is not the intention of this proposal to continue to off-load vehicles within this parking area. The north and east sides of this parking area will be screened from view by a six-foot high solid fence, which will be landscaped on the outside adjacent to streets and on the inside on the east side abutting residentially-zoned property. A 25-foot wide landscape buffer is being provided along the street frontages and a 22-foot wide landscape buffer is being provided along the east side. The parking lot pavement is 44 feet from the south property line. A retention pond is proposed along the south side of the parking area. All invasive, exotic vegetation in the ditch on this property must be removed prior to the issuance of a Certificate of Completion. All edges of pavement need to be designed with vertical curbing or wheel stops for the protection. of landscaped areas and be shown on a revised site plan prior to the issuance of any permits. An existing 15-inch RCP runs through the property from 4th to 5th Avenues S. Prior to the issuance of any permits an easement should be provided, unless one presently exists, acceptable to the Engineering and Legal Departments. A sidewalk will be constructed within the abutting public rights-of--way, where none exists today. Lighting of this parking area must be designed and constructed to comply with the requirements of Division 13 of Article 3 of the Code. A photometric plan will need to be submitted as part of the construction plans showing compliance prior to the issuance of any permits. Site lighting of this parking area will need to be automatically switched to turn. off at 9:00 pm, in compliance with Flexibility criteria for this use. For compatibility with the adjacent residentially zoned area, loud speakers and phone ringer systems should be prohibited to be used in this parking area. Since this parking area is associated with the car dealership fronting on US Highway 19 N, a Unity of Title Staff Report -Community Development Board -January 18, 2005 Case FLD2004-08061 -Page 2 of 6 • s should be recorded prior to the issuance of any permits, tying this property together with that property fronting on US Highway 19 N. All applicable Code requirements and criteria including, but not limited to, General Applicability criteria (Section 3-913) and for Non-residential Off-Street Parking criteria (Section 2-204.C) have been met. Code Enforcement Analysis: There are no outstanding enforcement issues associated with this site. f'(1MPT.TAN(''F. WTTN fiTANnARTI~ ANT) (''RTTFRTA: (Sections 2-2(11.1 and 2-2041: STANDARD PROPOSED CONSISTENT INCONSISTENT MAXIMUM FLOOR 0.00 FAR (use is for non-residential X AREA RATIO (0.30 off-street parking) maximum) IMPERVIOUS 0.605 X SURFACE RATIO (ISR) (0.65 maximum LOT AREA (n/a) 4.28 acres X LOT WIDTH (n/a) Over 500 feet of contiguous boundary X FRONT SETBACK North: 25 feet (to pavement) X 25 feet) East: 25 feet (to avement REAR SETBACK (10 South: 44 feet (to pavement) X feet) SIDE SETBACK East: 22 feet (to pavement) X (10 feet) HEIGHT (n/a) Surface parking X PARKING SPACES 285 storage spaces provided X (n/a Staff Report -Community Development Board -January 18, 2005 Case FLD2004-08061 -Page 3 of 6 • • COMPLIANCE WITH NON-RESIDENTIAL OFF-STREET PARKING CRITERIA (Section 2-204.C1: Consistent Inconsistent 1. The parcel proposed for development is contiguous to the parcel on X which the non-residential use which will be served by the off-street parking spaces, is located and has a common boundary of at least 25 feet, or the parcel proposed for development is located immediately across a public road from the non-residential use which will be served by the off-street parking spaces, provided that access to the off-street parking does not involve the use of local streets which have residential units on both sides of the street. 2. No off-street parking spaces are located in the required front setback X for detached dwellings in the LMDR District or within ten feet, whichever is greater, or within ten feet of a side or rear lot line, except along the common boundary of the parcel proposed for development and the parcel on which the non-residential use which will be served b the off-street arking s aces. 3. Off-street parking spaces are screened by a wall or fence of at least X three feet in height which is landscaped on the external side with a continuous hedge or non-deciduous vine. 4. All outdoor lighting is automatically switched to turn off at 9:00 p.m. X 5. All arking s aces shall be surface arking. X (''[IMPT.TANf'F. WTTN (iFNFRAi, STANDARDS (Section 3-9131: Consistent Inconsistent 1. Development of the land will be in harmony with the scale, bulk, X coverage, densit and character of adjacent roperties. 2. Development will not hinder or discourage development and use of X adjacent land and buildings or significantly im air the value thereof. 3. Development will not adversely affect the health or safety of persons X residing or working in the nei hborhood. 4. Develo ment is designed to minimize traffic congestion. X 5. Development is consistent with the community character of the X immediate vicinit . 6. Design of the proposed development minimizes adverse effects, X including visual, acoustic and olfactory and hours of operation im acts on adjacent ro erties. Staff Report -Community Development Board -January 18, 2005 Case FLD2004-08061 -Page 4 of 6 • • SUMMARY AND RECOMMENDATION: The Development Review Committee reviewed the application and supporting materials on December 2, 2004. The Planning Department recommends APPROVAL of the Flexible Development approval to permit a nonresidential off-street parking lot in the Low Medium Density Residential District, under the provisions of Section 2-204.C, for the site at 25191 US Highway 19 N, with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria for a nonresidential off-street parking lot per Section 2-204.C; 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913; and 3. The development is compatible with the surrounding area and will legitimize the existing use of the property. Conditions for Approval: 1. That use of this parking area be solely for vehicle storage of new and used vehicles and for employee parking, and not be for the sales and display of vehicles. This parking area shall not be used for the parking or storage of vehicles associated with the service department to be repaired, nor shall transport trucks on- or off-load vehicles within this parking area; 2. That vehicles stored or parked in this parking area not encroach into any landscaped area or drive aisle; 3. That lighting of this parking area be designed and constructed to comply with the requirements of Division 13 of Article 3 of the Code. A photometric plan shall be submitted as part of the construction plans showing compliance prior to the issuance of any permits. Site lighting of this parking area shall be automatically switched to turn off no later than 9:00 pm; 4. That loud speakers and phone ringer systems be prohibited to be used in this parking area; 5. That all edges of pavement be designed with vertical curbing or wheel stops for the protection of landscaped areas. Compliance shall be shown on a revised site plan prior to the issuance of any permits; 6. That an easement be provided, unless one presently exists, for the existing 15-inch RCP running through the property from 4th to 5th Avenues S prior to the issuance of any permits, acceptable to the Engineering and Legal Departments; 7. That all invasive, exotic vegetation in the ditch be removed prior to the issuance of a Certificate of Completion; . 8. That, prior to the issuance of any permits, a copy of the SWFWMD permit or letter of exemption be submitted; and 9. That a Unity of Title be recorded prior to the issuance of any permits, tying this property together with that property fronting on US Highway 19 N. Prepared by: Planning Department Staff: iv2_ ~^~- Wayne .Wells, AICP, Planner III Staff Report -Community Development Board -January 18, 2005 Case FLD2004-08061 -Page 5 of 6 ATTACHMENTS: Aerial Photograph of Site and Vicinity Location Map Future Land Use Map Zoning Atlas Map Application • S: IPlnnning DepnrbnentlC D BIFLEX (FLD)IPentling cnseslUp for the next CDBI US Hwy 19 N 25191 Dimmitt (LMDR) 1.18.05 CDB - WWI US Hwy 19 N 25/9/ Stnff Report.doc Staff Report -Community Development Board -January 18, 2005 Case FLD2004-08061 -Page 6 of 6 ~ • SAEETGUM WAY g S O ~ { ~ ~p$ RUN ~ BaM D ~~ T 5 M DECti r p a ~ ,S PARI(CREEIC g ~J ~ ~ ~ Ot ~ ENTERPRISE RD E -aa a W 5 p N ~,ypS~~~'~~[~( ri_ ~ W 2 2 w 6 ~ ~ m m ~ ul qg 'a Q ~ W p `~ ~ii U ~ BAKER DR Y Mllwaod l DWINDT(gl z e ~ o ~ x SUNSTRENA p Td M11 AVE N 3 y~ = VYARWICK 9JMATRAN p d ASMND7~ F~~~ TNIRD AVE N HILLCREEK CIR S l.~ RNODES4W ~ ¢ 2nO AYE e F 111 m RRSf AVE N TRAA FERSIW BIYD _ ~ PROJECT .~~~ ~ AYES SITE ~ FR4NCISCAN DR 0 p FO S S FLORENTINE Y~Y z O DR ~ REOENi" > FINLANDN LA 2 OiPHGERY IANE C4 iN CEN W ~^ ~ BETHJWY ~ CELO R 5 ~ _ ECUAODRWI NP.Y Md:ORMICK ~ m ~ OR RD CIm15g0 I N S ChBISBB i ~ g y CfS ~ Uygpg~ Cnelsee S ~ 0.VSNM m WAY WLUMBIA Oit WORLD PA,~ S pYIMUMI WAY PRBELIA Z+ BERMUD4 < r $ 'ks giAZILL4 CR ~ ~ m ~ @ ~ u AUBTRAt1A WAY E BLACKBURN KFMON ~ D ~ ~ RDBINVADD 8 cECEIw IQ~~ ~t1 'za °~mb ~ g ~ ~~~~~ ~ HNS AVE ~ w S' g {~ ~ a RAVMONT OR ~^~1 ~ W .. ___ O~ _ C.R. 576 StNSET ._. 1--~ CR. 576 3 Location Map Owner: I LaSalle Realty, LLC Case: FLD2004-08061 Site: 25191 US Highway 19 N Property 4.28 Size(Acres): 32/28/16/14940/035/0010 PIN: 32/28!16/14940/035/0240 32/28/16/14940/036/0010 Atlas Page: 244A • • - ,-- g -T ~' ! +! 1~~~_( .~ _ - ~~. il+ ~-^~.. ~~ .s. ~_J"/ ~- ' ~ -, FYI ~ ' : _ _y' ..per ~ ~ ~ .. '.. -'s'- , ,~ ~f C `,~. 7t ~~~: ~ ~ ~- ter: _~_~ ~ Y ~ _ E ~~~~ ~~ '~ Z .r a_ M~ ~r~.- r( c2 ~ ~~ . . . ~ ~ ~ ,Z ~ ~ • 1F .fin' S17~'~ ~~ 'b 1. ~'~ - 1 _ -`r .4 ~r ' ~ ~~ i ~r y. ~ R ~~ w- F, .~ * r _ ~, Aerial Map Owner: LaSalle Realty, LLC Case: FLD2004-0806' Site: 25191 US Highway 19 N Property 4.28 Size (Acres) 32/28/16/14940/035/0010 PIN: 32/28/16/14940/035/0240 32/28/16/14940/036/0010 Atlas Page: 244A • • Zoning Map Owner. LaSalle Realty, LLC Case: FLD2004-08061 Site: 25191 US Highway 19 N Property 4 28 Size(Acres): 32/28/16/14940/035/0010 PIN: 32/28/16/14940/035/0240 32/28/16/14940/036/0010 Atlas Page: 244A --J ~ j I I -~ 1, i_i I I I I IJ I __ I I DR I ~ ~ ,=1 I g 2ND AVE. S. . I ~ I Q ~ • ~~ Q V THIRD AVE ^ i -I I I ; -----' ~ . L r-~ ~ I I ~ r--1 I I I I I I 1 I ~ ~ ~ I ~3 , I I I I I I i i I--~ ~ ~ r_. `---I I I ~ ~ I I I I ^ __ -----' ^ ; - ; ~ FOURTH AVE. ______ ~ i I I I I I I 1 .--- -, ; I I I I -~ I i 1__I N Y I I r- ~ ~ ~ D , ~ I----~+__r---i--I __ ~ .-~ ~.J - .^...... ^. ~i~ m O p osiR O LDR .. • • I i ~ , 8 a I .1 ,84 ~ I I 90 to ao z82 ~ R g ,0 I ' i s2ND AVE. S. °° ~° °'b `~~` `~ "°" ~`°~' soon I i I ~ I ~ ~ ,eaaa an ~ a~ 6 s,,a f ~ j + Q g 2685 r a I O i -I Q ~, °i 2.60 Act iI! i ~~ I aayw 1 _t L__~ (~f sot(s) 1 1.68 A c (c) ~ ~ ~ ~ 1 2 3 4 5 8 , t, 7 8 9 0 11 12 13 14 18 Vehicle sal and display i g s~ 1 f es denti SAC ~ s 3s2ts) vAC '~ V g g o '„ ~ THIRD AVE $ sane i R so aa.e 18 1.13 A C (~ _ ~ ' ~,~ _ _ 32 31 30 29 2B gg 25 24 23 C2f 19 f --I I I I I I I I I ' ( J ~ 4 .1 2 3 4 5 6 I `~ ~ 18;a g g 10 11 12 13 14 ) VAC ~--- ~ ~ 7 ---~ ~ s, .e 15 ~4 ~ ~ vAC ~° $ FOURTH AVE. $ g ~ 1,. - ,+..~1 91 R vac I I ~ ( , u z~.e 18 Q ~ I m a as~ ' r_~ ~ j 32 31 30 29 28 27 28 21 20 18 _ 25 24 22 17 I---~ ~-t j '----~ I ~ ~ ~ ~ ,6 m I ~ 1 2 3 4 5 6 7 1 8 9 10 11 12 13 ~4 ,syg) ` ,4 o S ~ e affi~ ~ o Ve~.ic~e ~Tes ~>~~ display ~ ~ „° ,° m ,_, rest en a , ~ ~ $ ~ aza.sa ~ Vacant e `~ tea, 2.64 Ac( ~ aea.alo) sale) ti~ ,osa.a, 4 5 6 7 8 9 10 11 12 ssAz 8 8 , ase 1 958 ~ 2.98 A c (c~ ~~ ~ ts, sa, zsae / 45 6 C TR \/~T~r \ /\ ~ ` ` = ` ` - '~ , l.l'H ~ ,~ ,\ ; ~, TRACT 2 ~ej -,.,~ ,, ~ ~ >, a Existing Surrounding Uses Map Owner LaSalle Realty, LLC Case: FLD2004-08061 Site: 25191 U.S. Highway 19 Norfh Property 4 28 Size Acres 32/28/16/14940/035/0010 PIN: 32/28/16/14940/035/0240 32128/16/14922/036/0010 Atlas Page: 244A .. -',_~ ~ -- 1: View looking southeast from corner of Chautauqua and Tlu~ 3: View looking southwest from northeast side of site. 5: View looking southwest from Fourth. 25191 U.S. Highway 19 North FLD2004-08061 2: View looking south from Third. 4: View looking southwest from Fourth and Third. 6: View looking east from vacated Chautauqua and Fourth Page 1 of 3 7: View looking south along Third. ~;..: ~~ ~: ,fir:. ~. a ,...- "~Q- Wes' ya ~. ~' ~~`._. .. 9: View looking south from center of site. `~ ~~ k f S.Y.!' ~~ ~_~ .Q_ 'l~ krJ ~~~ ~ ~+~. ~~ a ! __~ ..~- ~= :.~, ~ ~. /~ r.{. "~Y `mayy ~. ~ F~ , ti ~• ~'' , . ~, ; 11: View looking northeast from center of site. 25191 U.S. Highway 19 North FLD2004-08061 10: View looking southeast from west side of site. Page 2 of 3 8: View looking southwest from center of site. 12: View looking north from center of site. 1) 7 :4 .4- -•• wk~ mj ~. .. 7 ~~~: ~~~ ~ a 11 ~~_. ~~ '~~ ~ ~ ~ ~~ 5 25191 U.S. Highway 19 North FLD2004-08061 Photograph Key ~~ 7~ 7~ ~~ ~~~ Page 3 of 3 ~~ U • • • Wells, Wayne From: Albee, Rick Sent: Monday, December 13, 2004 11:28 AM To: Wells, Wayne Subject: RE: Resubmitted plans for the January 18, 2005, CDB 25191 US 19- Conditions met, revise PP 521 Gulfview- No Issues 605 Poinsettia- Condition 15 still not met, revised to be corrected prior to building permit, revised PP 503 Marshall-Modified conditions in PP -----Original Message----- From: Wells, Wayne Sent: Friday, December 10, 2004 7:26 AM To: Albee, Rick; Blackburn, Anne; Buysse, Beverly A.; Colbert, Joseph; Dittmer, Arden; Dougall-Sides, Leslie; Tarapani, Cyndi; Gerlock, Chip; Glenn, Tom; Gluski, Roberta; Haines, Angel; Melone, Donald; Morris, William D.; Reynolds, Mike; Rice, Scott; Richter, Debbie; Schodtler, John; Watkins, Sherry Subject: Resubmitted plans for the January 18, 2005, CDB DRC Members, Plans for the following cases have been res~ 1. FLD2004-08061; 25191 US Highway 19; 2. FLD2004-04025; 521 S Gulfview Blvd; 3. FLD2004-04029; 605 Poinsettia Ave.; 4. FLD2004-02010; 503 Marshall St.; added) ibmitted for the January 18, 2005, CDB meeting: Dimmitt Cadillac Entrada/Ramada Park Place 1504 Garden Inc. (Note: Two parking spaces have been I have placed one copy of the case resubmittal package on the cabinets outside of Room 216 in our office for your review (please do not take it, as we need it for the CDB mail out). Please review your comments/conditions for this case in Permit Plan and determine if they are met. Whether the conditions are "met" or still "not met," please affirm to me via email. Please have these cases reviewed, if possible by 4:00 pm on Tuesday, December 14, 2004. Thanks, Wayne • • Wells, Wayne From: Richter, Debbie Sent: Tuesday, December 14, 2004 3:40 PM To: Wells, Wayne Subject: RE: Resubmitted plans for the January 18, 2005, CDB No change to P&R conditions. -----Original Message----- From: Wells, Wayne Sent: Friday, December 10, 2004 7:26 AM To: Albee, Rick; Blackburn, Anne; Buysse, Beverly A.; Colbert, Joseph; Dittmer, Arden; Dougall-Sides, Leslie; Tarapani, Cyndi; Gerlock, Chip; Glenn, Tom; Gluski, Roberta; Haines, Angel; Melone, Donald; Morris, William D.; Reynolds, Mike; Rice, Scott; Richter, Debbie; Schodtler, John; Watkins, Sherry Subject: Resubmitted plans for the January 18, 2005, CDB DRC Members, Plans for the following cases have been resubmitted for the January 18, 2005, CDB meeting: 1. FLD2004-08061; 25191 US Highway 19; Dimmitt Cadillac jDeb Richter) No comment 2. FLD2004-04025; 521 S Gulfview Blvd; Entrada/Ramada Deb Richter) OS/Rec fees still apply 3. FLD2004-04029; 605 Poinsettia Ave.; Park Place Deb Richter) $1,200 Recreation Fac fees still nppfy 4. FLD2004-02010; 503 Marshall St.; 1504 Garden Inc. (Note: Two parking spaces have been added) ['Deb Richter) No comment I have placed one copy of the case resubmittal package on the cabinets outside of Room 216 in our office for your review (please do not take.it, as we need it for the CDB mail out). Please review your comments/conditions for this case in Permit Plan and determine if they are met. Whether the conditions are "met" or still "not met," please affirm to me via email. Please have these cases reviewed, if possible by 4:00 pm on Tuesday, December 14, 2004. Thanks, Wayne • • Wells, Wayne From: Rice, Scott Sent: Thursday, December 16, 2004 8:40 AM To: Wells, Wayne Subject: FLD2004-08061 - 25191 US Highway 19 -Dimmitt Cadillac Engineering has completed review of the subject application, the following need to be conditions of approval: Prior to building permit provide copy of approved SWFWMD Permit or letter of exemption. Prior to Certificate of Occupancy, remove all invasive, exotic vegetation in jurisdictional wetland in southwest portion of the property. D. Scott Rice Land Devel. Engr. Manager 727-562-4781 Scott.rice@MyClearwater.com -----Original Message----- From: Wells, Wayne Sent: Friday, December 10, 2004 7:26 AM To: Albee, Rick; Blackburn, Anne; Buysse, Beverly A.; Colbert, Joseph; Dittmer, Arden; Dougall-Sides, Leslie; Tarapani, Cyndi; Gerlock, Chip; Glenn, Tom; Gluski, Roberta; Haines, Angel; Melone, Donald; Morris, William D.; Reynolds, Mike; Rice, Scott; Richter, Debbie; Schodtler, John; Watkins, Sherry Subject: Resubmitted plans for the January 18, 2005, CDB DRC Members, Plans for the following cases have been rest. 1. FLD2004-08061; 25191 US Highway 19; 2. FLD2004-04025; 521 S Gulfview Blvd; 3. FLD2004-04029; 605 Poinsettia Ave.; 4. FLD2004-02010; 503 Marshall St.; added) ~bmitted for the January 18, 2005, CDB meeting: Dimmitt Cadillac Entrada/Ramada Park Place 1504 Garden Inc. (Note: Two parking spaces have been I have placed one copy of the case resubmittal package on the cabinets outside of Room 216 in our office for your review (please do not take it, as we need it for the CDB mail out). Please review your comments/conditions for this case in Permit Plan and determine if they are met. Whether the conditions are "met" or still "not met," please affirm to me via email. Please have these cases reviewed, if possible by 4:00 pm on Tuesday, December 14, 2004. Thanks, Wayne F~DUO4- oeoGl 2519 v s F1w, ~ l.ae 1 _ a y! r• aI r. a °.I ~ 0 k 9, ,., a .:, . .. ~ ys i a p. { .. CCD , ~ ~ n rt<, a ~...: i Q C ' ~ ~ S u fl! '" ~ A x ,~ M kM a i O ~ x 33, a Sre a J ,a a: ' P ~.. a ~ ' V O ~ ~ ~~ ~~ ~ ~' p & n .~~ L//9}I ~ t 'o 0 o t.e. ~ o LE! ///9 O ~ ~ 9 GRt ~, tiT o Y :~ ~ ~ P ~ _ ,H ~ ~ ~ _ ;os~ ~ Je o D O ~ Da. ,,. l.' 1 t ( ,. h ~ ~ - ,. ~ ,.. ~ .. .. ~ ~ a .~ ..~.. 2. . a ~ 1 m ~ T t ,. ~ ~ ~ ~ ~ ~ S 3 ' T ~ _ ! i a i I na~a "7 E e s, _ ~ t + W aD.• o T ~ :. J .ea Y QLNNCERYCHANCERY ,o n ^ - 6 ~ ,,., ~ COMT N. " 4. ; a t a. a, i f. > va T : ._ McCORMICK S it a ~~ :~` °I ,I, t W M 1. xsu ~ m ~, ~ ~ ,. t - ~ .K ~~ _ ~ i ~ i ... `?i1 ~ ,... ,., Drt ~ r ? 333111~~` CAMDEN aD~ p t , _ c ~ ~ S ~~•~'~ p CIIELSI anx. ..~ I"~~ 3a .,o st~ ~ a~ ¢a •a ~` ua i .. ¢ ; tz sue' i ism ame rvn P b ~aE ~'1 r)o99 J 'R a b a~ a t .ra IR ,v ~ 3 ~_ b ~ CHELSEA DP. E L ~ "' zMr ~ ae nn'~ `~ :,.., FxZ' -+ ~ 1°. de s a ~N a, 1 WOPT s. a r ~.,>, ~ 1, a re '~ CAMDEN WY. - - ~ ~- ; a F ?r F eF °. H~4s°m a1 ~ re r. ~'L ~' CHEl9F ~ ~: :. l~ a ~ ti N r N a t ,F ,,, ! ~ ... 6 ~ . 'het'Z 'lE aLp e t ^ s ,. a r N°aN u mr 1 o O $ m, ..,, I -..... 1g N. -Clete PREPARED BY PUBLIC WORKS ADMINISTRATION ENGINEERING/ GIS 100 S. Myrtle Ave., Clearwater, FL 33756 Ph.:(727)562-4750, Fax: (727)526-4755 www. M yC l ea rwa to r. c o m dsdaimer Publk Inlwmehw Bela re Iwnished 6y fhe Liy of Lleerwaler PuDlk Works Admhlshailw/EngheeNq, aMmvsl be eccepled eM used Dl' Ne recp ~enl wllh the weevterW ng lhal (he Bala recaved was canenee yor me Puryose omeveropmg a gmvnk hlreslvcluremvenlwy AS SUCK he pyol GaenvalerPWA,E maxea np wamnnes, evpreasee a enpiee. cwcemmg u,e aavrary, eomplelanev, regebfy w sunaNlly of ehrs eels Iweny oherpartiw4r use Furthermore Ine Liy al ClaenvaierPWNE no IuDlliy whalaverereasocreree xlln lha use or misuse dsuN dale. N w~E zoo too a a RESI)ENTM~ O STP LTS Uxl Lon Oensiy Readentiel MDR Law Meknwn Onsiy Peatln~e MDR M.d.m D.nhy P..,eMn. MMOR AYGon Hp~pnny RaeMwu NOR HgN p.m;y ReaCeMOI N)IP .Abble Nona PaA Li1NCOO ~ rnechman aa9e Ne 9heo,NmO Cmaxvetion Ovw ay 0 sli cl IENCOO k one EsM~x N~gMVnme Lmseve on Ovx1aY Oivnn COMMEPCIAL DISTPILTS SPEGK NSEOSTR LTS O.Onice IRT IMa~nL MeevcAaN Tnnnq,gy T.Tooam i in,t i L.CVame,c al OS'R OPn Spa eAlm,n,wnal O-Down,oan P Rsewvnnn A:n City Owned Property Agreement to Annex o Annexation o Deannexation • Correction o Rezoning Caa'_ ~ SUB NUMBER (' - Reler to Plat) O BLOCK NUMBER O SUB PARCEL NUMBER 9zN2 PARCEL NUMBER (M&B) LAND HOOK (COMMON OWNERSHIP) ~~ PLATTED SUBDIVISION BOUNDARY O COUNTY HIGHWAY O STATE HIGHWAY ya U.S. HIGHWAY Outside City of Clearwater Zoning Atlas Oct 13, 2004 SW 1/40/32-28-i6 244A .. *'x ~ ~ `` ~'"~~` • a ,~ ~~~ ~ ' Conditions Associated Wit M ~r s ` ' ~~ ~: ~ fi FLD2004-08061 ` ~ ~~%,-,: ;,,~~t~;' ' 25191 US HIGHWAY 19 N <,d~TEA,.,,A+ Environmental Condition Scott Rice 562-4781 12/16/2004 12/16/04 - S_R APPLICANT RESPONSE DOES NOT ADDRESS REMOVAL OF EXOTICS. 11 /22/04 - H F Removal of all inva sive, exotic vegetation in ditch prior to building permit. Landscape Perimeter Conditi Initials Missing 562-4558 Not Met 12/02/2004 A 25-foot landscape buffer is required -the buffer shown is only a few feet wide. Revise the Not Met lanscape buffer prior to CDB review. In addition, make sure that any fence over three feet in height is setback at least 25 feet from any front property line. All landscaping along street r-o-w to be on the exterior side of the fence. Zoning Condition Wayne Wells 562-4504 12/15/2004 12/15/04 & 11/22/04 - WW Not Met Condition to be included in Staff Report: That lighting of this parking area be designed and constructed to comply with the requirements of Division 13 of Article 3 of the Code. A photometric plan shall be submitted as part of the construction plans showing compliance prior to the issuance of any permits. Site lighting of this parking area shall be automatically switched to turn off at 9:00 pm. 12/15/2004 12/15/04 - WW Not Met Include as a condition in Staff Report. 11 /22/04 - W W Curb the edge of pavement in the extreme southeast corner of the site, the northern edge of pavement and the edges of the angled parking areas on the west side of the subject area. 12/15/2004 12/15/04 & 11/22/04 - WW Not Met Condition to be included in Staff Report: That vehicles stored in this parking area not encroach into any landscaped area or drive aisle. 12/15/2004 12/15/04 - WW Not Met Include as a condition in the Staff Report. 11 /22/04 - W W There is an existing 15-inch RCP running through the property from 4th to 5th Avenues S. This pipe appears to be retained. There does not appear to be any existing easement for this pipe. Provide an easement prior to the issuance of any permits, acceptable to the Engineering and Legal Departments. 12/15/2004 12/15/04 & 11/22/04 - WW Not Met Condition to be included in Staff Report: That loud speakers and phone ringer systems be prohibited to be used. 12/15/2004 12/15/04 & 11/22/04 - WW Not Met Condition to be included in Staff Report: That a Unity of Title be recorded prior to the issuance of any permits, tying this property together with that property fronting on US Highway 19 N. 12/15/2004 12/15/04 & 11/22/04 - WW Not Met CaseConditons Print Date: 12/26/2004 Page 1 of 2 . • • FLD2004-08061 25191 US HIGHWAY 19 N Zoning Condition Wayne Wells 562-4504 Condition to be included in Staff Report: That vehicles associated with the service department be prohibited from parking in this parking area. 12/15/2004 12/15/04 - WW Not Met The off-loading of vehicles is being removed, but this area is needed for the turning around of the transport truck. Include as a condition in the Staff Report. 11 /22/04 - W W Subject area is for the parking/storing of vehicles for the dealership. It is assumed that car transport vehicles/trucks presently off- or on-load vehicles within the Commercially zoned area. The subject area is to be residentially zoned. The off- or on-loading of vehicles should not occur within the subject area. Revise plans. Print Date: 12/26/2004 CaseConditons Page 2 of 2 ~ 1 ~~ 10:45 am Case Number: FLD2004-v"oT161 -- 25191 US HIGHWAY 19 N Owner(s): La Salle Realty Llc ~ • ~ . 25191 Us Highway 19 N Clearwater, Fl 33763 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: E. D. Armstrong Iii, Esquire ~~rrr~ Po Box 1368 Clearwater, Fl 33757 TELEPHONE: 727-461-1818, FAX: 727-441-8617, E-MAIL: ed@jpfirm.com Location: 4.28 acres located approximately 700 feet east of US Hwy 19 N, south of Third and Fourth Avenues South and approximately 400 feet west of Lake Shore Drive. Atlas Page: 244A Zoning District: C, Commercial Request: Flexible Development approval to permit a nonresidential off-street parking lot in the Low Medium Density Residential District, under the provisions of Section 2-204.C. Proposed Use: Parking garages and lots Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33761 2544 Frisco Drive TELEPHONE: 727-725-3345, FAX: No Fax, E-MAIL: Djw@gte.net Presenter: Wayne Wells, Planner III Attendees Included: City Staff: Wayne Wells, Chip Gerlock, Scott Rice, Joe Colbert, Rick Albee Applicant/Rep: E.D. Armstrong, Jayne Sears The DRC reviewed this application with the following comments: General Engineering: 1 . 1) Dumpster enclosure does not meet City Standards, Index 701 Sheets 1 through 3. 2) Need to grant additional right-of--way for Third Avenue where road improvements are on private property. 3) Need to install a 4 ft. concrete sidewalk along all right-of--ways per Code of Odinances, Section 3-1701. 4) Need to show the existing 8" effluent water line along Chautauqua Avenue per City Atlas. 5) This DRC review by the Engineering Department is not an approval or review of any construction plans for permitting purposes. All of the above to be addressed prior to C.D.B. Environmental: 1 . No issues 2 , Romoval of all invasive, exotic vegetation in ditch prior to building permit Fire: 1 . No Issues Harbor Master: 1 . No issues. Legal: 1 , No issues. Land Resources: 1 . Do not preserve any trees rated #2 or below (see tree inventory). Revise prior to CDB. 2 . It is not recommended to preserve any of the pine trees adjacent to the parking lot unless adequate space (drip line to drip line) is provided. Revise prior to CDB. 3 , Show all of the trees to be preserved and their canopies on ALL plans. Provide prior to CDB. Landscaping: 1 . No issues. Parks and Recreation: 1 , No issues. Stormwater: Development Review Agenda -Thursday, December 2, 2004 -Page 15 1 . 1. Plans are di~ult to read and interpret as a result of too much iformation and lack of varying pens. In subsequent DRC and building permit submittals, please clean plans to produce a more legible and easy to interpret plan set. 2. Stormwater pond does not appear large enough to hold the required volume as described in the City of Clearwater Stormwater Design Criteria. Please contact if a copy of this criteria is needed. 3. Provide justification for MODRET parameters. SHW by Geotech is 1.5 feet below grade, which would be about 87.5. How was aquifer base determined? By MODRET manual Kvkr is, ; ~: typically 2/3 of the test result. Solid Waste: No Comments Traffic Engineering: 1 , 1. Are all proposed parking areas to be used foe vehicle storage? If not any parking for use by emplyees or customers must meet city standard dimensions. On the site plan designate vehicle storage area, employee parking and customer parking. 2. 20' x 20' sight distance triangles must be shown on the site plan. The triangles are measured from the property line and must be shown at all access entrances/driveways per (City of Clearwater's Land Development Code). Objects within the sight distance triangles must not exceed 30" in height from the pavement. 3. Site plan is hard to read due to multiple layers. Subsequent review may include additional continents when revised plans are subnutted. 4. General note: If additional customer/employee parking is provided then disabled parking spaces must also be appropriately added per ADA code. 5. All of the above to be addressed prior to CDB. Planning: Development Review Agenda -Thursday, December 2, 2004 -Page 16 1 . Show proposed s~walk within adjacent rights-of-way. • 2 . Show on Sheet 3/4 and L1 the visibility triangle at the intersection of Third Avenue South and the north/south right-of--way (no name given). 3 . Curb the edge of pavement in the extreme southeast corner of the site, the northern edge of pavement and the edges of the angled parking areas on the west side of the subject area. 4 . Unclear as to location of proposed six-foot high fence, as the fence appears to end at Fourth Avenue South. Unclear why the fence does not parallel the unnamed street between Third and Fourth Avenues South, parallel Third Avenue South and parallel the south property line. Unclear of the type of fence proposed (piers with wrought iron open fencing between, solid wood fence, masonry wall with piers, etc.). Provide a detail of proposed fence. 5 . Condition to be included in Staff Report: That a Unity of Title be recorded prior to the issuance of any permits, tying this property together with that property fronting on US Highway 19 N. 6 . Section 6.1.3.3 of the Development Agreement requiring a " 25-foot landscape buffer around the perimeter of the site" is in conflict with the proposed site plan. Along the east (southeast) side, there is only a 22-foot wide buffer proposed. There is no buffer proposed along the west side of the property (development agreement should be modified to be more specific as to where and what size buffers are proposed). 7 . Condition to be included in Staff Report: That loud speakers and phone ringer systems be prohibited to be used. 8 . Condition to be included in Staff Report: That vehicles associated with the service department be prohibited from parking in this parking area. 9 . Condition to be included in Staff Report: That lighting of this parking area be designed and constructed to comply with the requirements of Division 13 of Article 3 of the Code. A photometric plan shall be submitted as part of the construction plans showing compliance prior to the issuance of any permits. Site lighting of this parking area shall be automatically switched to turn off at 9:00 pm. 10 . There is too much information provided on Sheet 3/4. Separate out site development from grading. 11 . Criteria #3 for "non-residential off-street parking" in the LMDR District requires the parking spaces to be "screened by a wall or fence at least three feet in height which is landscaped on the external side with a continuous hedge or nondeciduous vine." To have the fence along the property line, request must include a deviation from this criteria. Adjacent to private property, staff would support the fence along the property line with the landscaping on the inside of the fence. Staff also supports the six-foot high, solid fence. Along the street rights-of--way, however, staff would prefer to have landscaping on the outside (and inside) of the fence so that the starkness of the fence along the right-of--way is softened by landscaping. 12 . Condition to be included in Staff Report: That vehicles stored in this parking area not encroach into any landscaped area or drive aisle. 13 . Survey indicates that existing pavement on west side of subject area south of body shop is 90-degree parking. Proposal appears to propose a car wash building with angled parking on either side. The proposed car wash will need to be permitted though other appropriate processes, since it isn't (and can't) be within the subject area. However, it is unclear how the angle parking will work, in light of the proposed car wash building. Advise/revise. 14 . The proposed dumpster enclosure will need to be permitted though other appropriate processes, since it isn't (and can't) be within the subject area. Also, "area to be restriped" west of proposed car wash building will need to be permitted through other appropriate processes. 15 . Provide a project overview plan that shows this parking area in relation to the existing dealership, driveways and drive aisles. 16 . Subject area is for the parking/storing of vehicles for the dealership. It is assumed that car transport vehicles/trucks presently off- or on-load vehicles within the Commercially zoned area. The subject area is to be residentially zoned. The off- or on-loading of vehicles should not occur within the subject area. Revise plans. 17 . Land to the south is owned by the City for parkland. Proposed fence should be extended along the south property line to shield views of the vehicle parking/storage from the parkland. 18 . There is an existing 15-inch RCP cunning through the property from 4th to 5th Avenues S. This pipe appears to be retained. There does not appear to be any existing easement for this pipe. Provide an easement prior to the issuance of any pei-nuts, acceptable to the Engineering and Legal Departments. Development Review Agenda -Thursday, December 2, 2004 -Page 17 Other: No Comments Notes: To be placed on the 1/18/05 CDB agenda, submit 15 collated copies of the revised plans & application material addressing all above departments' comments by noon, 12/8/04. Packets shall be collated, folded and stapled as appropriate. Development Review Agenda -Thursday, December 2, 2004 -Page 18 • • Wells, Wayne From: Tarapani, Cyndi Sent: Friday, September 24, 2004 10:18 AM To: Clayton, Gina Cc: Parry, Mark; Wells, Wayne Subject: RE: Dimmitt land use plan amendment sounds good. Cyndi Tarapani Planning Director (727)562-4547 Cyndi. tarapani@MyClearwater. com -----Original Message----- From: Clayton, Gina Sent: Wednesday, September 22, 2004 11:22 AM To: Tarapani, Cyndi Cc: Parry, Mark; Wells, Wayne Subject: RE: Dimmitt land use plan amendment Just to confirm, We will process as a land use plan amendment - as submitted from RS to RL. Amendments will need to be made to the development agreement and site plan which extends the life of the agreement to 10 years, improves landscaping around perimeter, limits parking to employees and vehicle storage of new cars. Cars waiting to be serviced are not allowed to park in this area. Please let me know if you think I've omitted any big issues. Thanks. -----Original Message----- From: Tarapani, Cyndi Sent: Wednesday, September 22, 2004 11:12 AM To: Clayton, Gina Cc: Parry, Mark; Wells, Wayne Subject: RE: Dimmitt land use plan amendment ok, let's go fot~x~ard as «e discussed. thanks. Cyndi Tarapani Planning Director (727)562-4547 Cyndi. tarap a ni@MyClearwater. com -----Original Message----- From: Clayton, Gina Sent: Wednesday, September 22, 2004 11:01 AM To: Tarapani, Cyndi Cc: Parry, Mark; Wells, Wayne Subject: Dimmitt land use plan amendment I spoke with the PPC regarding the parking vs. vehicle storage interpretation of the countywide rules. Mike Crawford said that the PPC would support this decision being made at the local level and could support either Residential Low or Commercial Limited on this site. • • Wells, Wayne From: Clayton, Gina Sent: Thursday, September 23, 2004 12:11 PM To: E. D. Armstrong (E-mail) Cc: Wells, Wayne; Parry, Mark Subject: Dimmitt ANX/LUZ/DVA/FLD Hi Ed, I just want to confirm our discussion from this morning regarding the Dimmitt property. We will process the annexation and land use plan amendment as you submitted them. The City would like your client to consider the following: Extend the timeframe of the development agreement from 5 to 10 years; Prohibit the use of loud speakers in this area of the site; Increase the amount of landscaping in the 25' setback/buffer around the perimeter of the site; Prohibit the parking of vehicles associated with the service department in this area; and Provide lighting that does not shine beyond the site and.consider using low light poles (app. 12'). As I mentioned, I'm sure there will be other comments associated with these applications, however, I wanted to pass these comments on to you as soon as possible due to their importance. Also, when Wayne and Mark return, I can let you know whether or not the site plan is complete now the zoning issue has been resolved. If the site plan is still incomplete, we will process the annexation, land use plan amendment, and development agreement whenever the site plan can proceed. If you have any questions, please let me know. Thanks. Gina L. Clayton Long Range Planning Manager 727-562-4587 gina.clayton@myclearwater.com Welcome to VDB on the Web. ~:~~~>~~ ~ ~~~ r -, ~ ,~ ., ~~~ ~1 :?VIFJ:.~'{4 s7 `, rJhl^ ,~ ~: €: f ~ h.Y 3 . 4i.~ rrl (:... ~~ ...._. tt~~ i !!1~ ,m. ~ S_-L u..1 ~(" - V$-fa~~~1'J1 ~I'~': LF~~., iY ~tYI E`i ~.f~~Y ~.+.A .V i ~? ; Identify Toot Aerial Photography: ?009 Color ~~; ~~ Transparency (0.0- 0.5 Theme Descrinti is is the defaults !It has no data ers, just linew .All of the map ers are blac . ~~~-~i~~ 03e- pnlD http://vdb.pcpao.org/vdb.php • Page 1 of 1 ~ r '~~'~ x -~ _ 1 ,~ ~~ 1 ~~ } 1 f ^' ~~ i I'f ~ ~Y ~ ~~~. ,,.~ -~ ~i, ~` ,.~ : ~~ .~ v~ '~ j~l ~~ ' ~E ' ~ ~ _ ppl~ 0 3~ . `DZ q-~ ~ 3 ~ 4/23/2010 Property Appraiser General In~ation • Page 1 of 10 Interactive Map of this Sales Back to QuerX New Tax Collector Home Question/Comment about this parcel ue Results Search Page pale 32-28-16-14922-014-0160 Portability Data Current as of Apri123, 2010 Improvement Value Calculator [10:51 am Friday Apri123] Print Radius Search per F.S. 553.844 Ownership/Mailing Site Address (First Building) Address LA SALLE REALTY 25191 US HIGHWAY 19 N CLEARWATER 33763- LLC 25191 US HIGHWAY 19 N Jum to buildin CLEARWATER FL (1) 25191 US HIGHWAY 19 N CLEARWATER 33763- ... ~ ,,,,~~_~, ~.- . ~.._.~. ~ M .. _.,..,, _ ,_. _ 33763-2102 Property Use: 2742 (Automobile, Motorcycle, Farm Machinery, Tractor Trailer Dealership -Full Agency, Sales & Service (G) Y.- ~~'. _' .~ ~ ;. ~.. Living Units: 0 [click here to hide] 2010 Legal Description CHAUTAUQUA-SEC A UNIT 1 BLK 14, LOTS 16 & 17 & VAC AVE ON N & PART OF UNPLATTED TRACT IN SW 1/4 & PART OF W 1/2 OF VAC CHAUTAUQUA AVE PER O.R. 8041/65 ALL DESC FROM NW COR OF SW 1/4 TH S ALG W SEC LN 964.SSFT(D) (945FT (S)) THE 100FT TO E R/W OF US HWY 19 FOR POB TH CONT E 352.12FT TH N 140FT (S) TH E 185.02FT TH S 65 FT(S) TH S89D57'07"E 29.76 FT TH S 238FT(S) TH W 69.lOFT(D) (39FT(S)) TH S 440FT(D) (409FT(S)) TH W 498.48FT(D) (528FT(S)) TH N ALG E R/W OF US HWY 19 544.OSFT(D) (568FT(S)) TO POB 2010 Exemptions Homestead: No Save-Our-Homes Cap Percentage: 0.00% Non-Homestead 10% Cap: Yes Government: No Institutional: No Agricultural: $0 Historic: $0 2009 Parcel Information 2009 Original Trim Notice Most Recent Conve ance Sales Com arison Census Tract Evacuation Zone Plat Book/Pa e 13935/1724 ~ Sales ue 121030268131 NON EVAC 009/052 2009 Value Information Save-Our- Just/Market Assessed Value/ Coun School Munici al Year Homes Cap Value SOH Cap Taxable Value Taxable Value Taxable Value 2009 No $3,975,000 $3,975,000 $3,975,000 $3,975,000 $3,975,000 [click here to hide] Value History Year 2009 2008 2007 2006 2005 12004 Save-Our- Homes Cap No No No No No No Just/Market Value $3,975,000 $4,673,100 $4,343,700 $4,337,000 $4,178,400 $3,996,900 Assessed Value/ SOH Cap $3,975,000 $4,673,100 $4,343,700 $4,337,000 $4,178,400 $3,996,900 County Taxable Value $3,975,000 $4,673,100 $4,343,700 $4,337,000 $4,178,400 $3,996,900 School Taxable Value $3,975,000 $4,673,100 N/A N/A N/A N/A Municipal Taxable Value $3,975,000 $4,673,100 $4,343,700 $4,337,000 $4,178,400 $3,996,900 http://www.pcpao.org/general.php?strap=162832149220140160 4/23/2010 Property Appraiser General In~ation • Page 2 of 10 2003 No $3,486,800 $3,486,800 $3,486,800 N/A $3,486,800 2002 No $3,634,600 $3,634,600 $3,634,600 N/A $3,634,600 2001 No $3,549,600 $3,549,600 $3,549,600 N/A $3,549,600 2000 No $3,404,400 $3,404,400 $3,404,400 N/A N/A 1999 No $53,600 $53,600 $53,600 N/A N/A 1998 No $53,600 $53,600 $53,600 N/A N/A 1997 No $53,600 $53,600 $53,600 N/A N/A 1996 No $53,600 $53,600 $53,600 N/A N/A 2009 Tax Information Ranked Sales See all transactions Click Here for 2009 Tax District: Sale Date Book/Page Price ~ V/I Tax Bill CW 27 Dec 2002 12437 / 0772 ~ $2,315,600 U I 2009 Millage Rate: 21.0279 Jul 1986 06270 / 1939 +~ $200,000 U Taxes without any $g3,585.90 Sep 1985 06075 / 0470 m $200,000 M exemptions: A significant change in taxable value may occur when sold due to changes in the market or the removal of exemptions. Click here for more information. 2009 Land Information Seawall: No Frontage: None View: Land Use Land Size Unit Value Units Method Vehicle Sl/Serv/Rent (27) 0x0 7.75 199936.0000 SF Vehicle Sl/Serv/Rent (27) 0x0 3.25 135138.3000 SF [click here to hide] 2010 Building 1 Structural Elements Back to ToP Site Address: 25191 US HIGHWAY 19 N CLEARWATER 33763- Quality: Above Average Square Footage: 20240.00 Foundation: Spread/Mono Footing Floor System: Masonry Pil/Stl Exterior Wall: Concrete Blk/Brick Roof Frame: Gable & Hip Roof Cover: Composition Shingle Stories: 0 Living units: 0 http://www.pcpao.org/general.php?strap=162832149220140160 4/23/2010 Property Appraiser General In~ation . Page 3 of 10 Floor Finish: Carpet Combination Interior Finish: Dry Wall Fixtures: 19 Year Built: 1986 Effective Age: 10 No Building Drawing Av~.il~ble Cooling: Heat & Cooling Pkg Building 1 Sub Area Information Description Building Finished Ft? Gross Area Ft? Factor Effective Ft? Base 12,800 12,800 1.00 12,800 Canopy(only or loading 0 1,840 0.25 460 platform Open. Porch 0 5,600 0.30 1,680 Total Building finished SF: 12,800 Total Gross SF: 20,240 Total Effective SF: 14,940 [click here to hide] 2010 Building 2 Structural Elements Back to Ton Site Address: Quality: Average Square Footage: 43400.00 Foundation: Spread/Mono Footing Floor System: Masonry Pil/Stl Exterior Wall: Concrete Blk/Stucco Roof Frame: Bar Joint/Rigid Frame Roof Cover: Blt Up Metal/Gypsum http://www.pcpao.org/general.php?strap=162832149220140160 4/23/2010 Property Appraiser General In~ation ~ Page 4 of 10 Stories: 0 Living units: 0 Floor Finish: Concrete Finish Interior Finish: None Fixtures: 16 Year Built: 1986 Effective Age: 14 Nc~ Building L)~av~ing Available Cooling: None Building 2 Sub Area Information Description Building Finished Ft2 Gross Area Ft? Factor Effective Ft? Base 31,280 31,280 1.00 31,280 Canopy only or loading 0 4,680 0.20 936 latform Office Average 7,440 7,440 1.75 13,020 Total Building finished SF: 38,720 Total Gross SF: 43,400 Total Effective SF: 45,236 [click here to hide] 2010 Building 3 Structural Elements Back to Top Site Address: Quality: Average Square Footage: 2257.00 Foundation: Continuous Footing Floor System: None Exterior Wall: Concrete Blk/Brick Roof Frame: Gable & Hip Roof Cover: Composition Shingle Stories: 1 http://www.pcpao.org/general.php?strap=162832149220140160 4/23/2010 Property Appraiser General Iration • Page 5 of 10 Living units: 0 Floor Finish: Carpet Combination Interior Finish: Dry Wall Fixtures: 4 Year Built: 1986 Effective Age: 14 Cooling: Heat & Cooling Pkg Open plot in New Window Building 3 Sub Area Information Description Building Finished Ft? Gross Area Ft? Base 1,891 1,891 Open Porch 0 366 Total Building finished SF: 1,891 Total Gross SF: 2,257 [click here to hide] 2010 Building 4 Structural Elemer. Site Address: Quality: Average Square Footage: 4680.00 Foundation: Continuous Footing Floor System: Masonry Pil/Stl Exterior Wall: Concrete Blk/Brick Roof Frame: Gable & Hip Roof Cover: Composition Shingle Stories: 1 http://www.pcpao.org/general.php?strap=16283 2149220140160 Factor Effective Ft? 1.00 1,891 0.30 110 Total Effective SF: 2,001 its Back to Top 4/23/2010 Property Appraiser General Ir~ation • Page 6 of 10 Living units: 0 Floor Finish: Carpet Combination Interior Finish: Dry Wall Fixtures: 8 Year Built: 2003 Effective Age: 6 Cooling: Heat & Cooling Pkg Open plot in New Window Building 4 Sub Area Information Description Building Finished Ft? Gross Area Ft? Base 3,600 3,600 Open Porch 0 1,080 Total Building finished SF: 3,600 Total Gross SF: 4,680 [click here to hide] 2010 Building 5 Structural Elemen Site Address: Quality: Average Square Footage: 5761.00 Foundation: Continuous Footing Floor System: Rigid Frame Exterior Wall: Prefinished Metal Roof Frame: Steel Truss & Purlins Roof Cover: Corrugated Metal Stories: 1 http://www.pcpao. org/general.php?strap=162832149220140160 Factor Effective Ft? 1.00 3,600 0.30 324 Total Effective SF: 3,924 its Back to Top 4/23/2010 4t1 R A ~ 4t7 Property Appraiser General Ration ~ Page 7 of 10 Living units: 0 Floor Finish: Concrete Finish Interior Finish: None Fixtures: 0 Year Built: 2003 Effective Age: 6 BAS ~~^~ z.+ t'Ah! =I'~ ~,~ ac~-~ ~~ SAN ;~ Cooling: None Open plot in New Window Building 5 Sub Area Information Description Building Finished Ft? Gross Area Ft? Factor Effective Ft2 Base 3,750 3,750 1.00 3,750 Canopy(only or loading 0 2,011 0.20 402 latform Total Building finished SF: 3,750 Total Gross SF: 5,761 Total Effective SF: 4,152 [click here to hide] 2010 Building 6 Structural Elements Back to Top Site Address: Quality: Average Square Footage: 4336.00 Foundation: Spread/Mono Footing Floor System: Rigid Frame Exterior Wall: Prefinished Metal Roof Frame: Steel Truss & Purlins Roof Cover: Corrugated Metal Stories: 1 http://www.pcpao.org/general.php?strap=162832149220140160 4/23/2010 Praperty Appraiser General In~ation ~ Page 8 of I O Living units: 0 Floor Finish: Concrete Finish Interior Finish: None Fixtures: 0 Year Built: 1986 Effective Age: 14 Cooling: None Open plot in New Window Building 6 Sub Area Information Description Buildinc Finished Ft? Gross Area Ft? Factor Effective Ft? Base 2,910 2,910 1.00 2,910 Canopy only or loading 0 1,426 0.20 285 latform Total Building finished SF: 2,910 Total Gross SF: 4,336 Total Effective SF: 3,195 [click here to hide] 2010 Building 7 Structural Elements Back to Tou Site Address: Quality: Average Square Footage: 9768.00 Foundation: Spread/Mono Footing Floor System: Rigid Frame Exterior Wall: Prefinished Metal Roof Frame: Steel Truss & Purlins Roof Cover: Corrugated Metal Stories: 1 http://www.pcpao.org/general.php?strap=162832149220140160 4/23/2010 •Property Appraiser General Iration • Page 9 of 10 Living units: 0 Floor Finish: Concrete Finish Interior Finish: None Fixtures: 0 Year Built: 1986 Effective Age: 14 Cooling: None Description Base Canopy(only or loading platform _ Open plot in New Window Building 7 Sub Area Information Building; Finished Ft2 Gross Area Ft? Factor 7,840 7,840 1.00 0 960 0.20 Office Average 968 968 Total Building finished SF: 8,808 Total Gross SF: 9,768 [click here to hide] 2010 Extra Features Description Value/Unit Units Total NewValue ASPHALT $1.75 80,000.00 $140,000.00 FENCE $11.00 600.00 $6,600.00 FENCE $14.50 420.00 $6,090.00 ~c+~,.,.+:.,,, ~+2 7,840 192 1.75 1,694 Total Effective SF: 9,726 Depreciated Value Year $140,000.00 0 $4,290.00 1986 $3,959.00 1986 click here to hide Permit Data Permit information is received from the County and Cities. This data may be incomplete and may exclude permits that do not result in field reviews (for example for water heater replacement permits). Any questions regarding permits should be directed to the permitting office in which the structure is located. Permit Number Descri tion Issue Date ~ Estimated Value 200711141 ASPHALT 08 Jan 2008 $15,500 200707529 ROOF 17 Se 2007 $11,725 200309040 FENCE 13 Oct 2003 $6,500 200302040 COMMERCIAL ADD 21 Mar 2003 $0 http://www.pcpao.org/general.php?strap=162832149220140160 4/23/2010 Property Appraiser General Ir~ation ~ Page 1 of 3 Interactive Map of this Back to uerX parcel Results New Tax Collector Home _Ouestion/Comment about this Search Paee p~ 32-28-16-14922-036-0010 :Portability Data Current as of Apri123, 2010 print Radius Search Calculator [10:53 am Friday Apri123] Ownershi /Mailin Address Site Address LA SALLE REALTY LLC 25191 US HIGHWAY 19 N No site address found CLEARWATER FL 33763-2102 ~~ ~_ ~.~ _. Prope Use: 0000 (Vacant Residential -lot & acreage less than 5 acres} Living Units: [click here to hide] 2010 Legal Description CHAUTAUQUA-SEC A UNIT 1 BLK 36, LOTS 1 THRU 5 & LOTS 28 THRU 32 & W 30FT OF LOTS 6 & 27 LESS N 5.03 FT OF LOTS 27 THRU 32 TOGETHER WITH N 1/2 OF VAC FOURTH AVE S LYING S OF SD LOTS & E 1/2 OF VAC CHAUTAUQA AVE ADJ ON W PER O.R. 8041/65 2010 Exemptions MOrtg~e Letter Homestead: No Save-Our-Homes Cap Percentage: 0.00% Non-Homestead 10% Cap: Yes Government: No Institutional: No Agricultural: $0 Historic: $0 2009 Parcel Information 2009 Original Trim Notice Most Recent Conveyance Sales Comparison Census Tract Evacuation Zone Plat Book/Page 06311/2328 ~ $259,600 121030268131 NON EVAC 009/052 2009 Value Information Save-Our- Just/Market Assessed Value/ Coun School Municipal Year Homes Cap Value SOH Cap Taxable Value Taxable Value Taxable Value 2009 No $197,257 $197,257 $197,257 $197,257 $197,257 [click here to hide] Value History Save-Our- Just/Market Assessed Value/ County School Year Homes Cap Value SOH Cap Taxable Value Taxable Value 2009 No $197,257 $197,257 $197,257 $197,257 2008 No $195,100 $195,100 $195,100 $195,100 2007 No $257,300 $257,300 $257,300 N/A 2006 No $163,500 $163,500 $163,500 N/A 2005 No $146,200 $146,200 $146,200 N/A 2004 No $160,600 $160,600 $160,600 N/A 2003 No $91,200 $91,200 $91,200 N/A 2002 No $92,900 $92,900 $92,900 N/A 2001 No $92,600 $92,600 $92,600 N/A 2000 No $95,900 $95,900 $95,900 N/A 1999 No $72,000 $72,000 $72,000 N/A Municipal Taxable Value $197,257 $195,100 $257,300 $163,500 $146,200 $160,600 $91,200 $92,900 $92,600 N/A N/A~~ http: //www.pcpao. org/general.php?pn=16283 21492203 60010&sn=0&idTool=true&aerFla... 4/23/2010 ~'roperty Appraiser General In~ation • Page 2 of 3 1998 No $60,100 $60,100 $60,100 N/A N/A 1997 No $72,000 $72,000 $72,000 N/A N/A 1996 No $67,700 $67,700 $67,700 N/A N/A 2009 Tax Information Ranked Sales See all transactions Click Here for 2009 Tax Bill Tax District: CW Sale Date Book/Page Price ~ V/I 2009 Millage Rate: 21.0279 Sep 1986 06311 / 2328 ~ $97,100 U Taxes without any $4,147.90 exemptions: A significant change in taxable value may occur when sold due to changes in the market or the removal of exemptions. Click here for more information. 2009 Land Information Seawall: No Frontage: None View: Land Use Land Size Unit Value Units Method Vacant (00) 290x225 800.00 290.0000 FF [click here to hide] 2010 Extra Features Description Value/LJnit Units Total NewValue Depreciated Value Year No Extra Features on Record f click here to hide) Permit Data (Permit information is received from the County and Cities. This data may be incomplete and may exclude permits that do not result in field) reviews (for example for water heater replacement permits). Any questions regarding permits should be directed to the permitting office in Permit Number Descri tion Issue Date Estimated Value No Permit Data Found .~ ~ .. amus i erials: 2009 Color ~' ransparency: 0.5 Update Map (feet): 870_ I - If you do not see map, the SVG viewer has not been installed. Click here for information and installation. ow to copy and paste a static map using Internet Explorer: Right-click on the map; Select "Copy SVG"; Open a Word document; Select "Paste Special" from Edit menu on toolbar; Select Bitmap, then OK ow to copy and paste a static map using Mozilla Firefox: Right-click on the map; Select "This Frame"; Select "Open rame in New Window"; Print from the new window. http://www.pcpao.org/general.php?pn=162832149220360010&sn=0&idTool=true&aerFla... 4/23/2010 Property Appraiser General Ination . Page l of 3 Interactive Map of this Back to QuerX New Tax Collector Home Question/Comment about this parcel Results Search Pale pie 32-28-16-14940-035-0240 Portability Data Current as of Apri123, 2010 print Radius Search Calculator [10:54 am Friday April 23] Ownershi /Mailin Address Site Address ,_ , ~; ~~ ; LA SALLE REALTY LLC ~ - 25191 US HIGHWAY 19 N No site address found - ~ CLEARWATER FL 33763-2102 ~` ~ ~"~'~~ ~ . ' Property Use: 0000 (Vacant Residential -lot & acreage less than 5 acres) Living Units: [click here to hide] 2010 Legal Description CHAUTAUQUA-SEC A UNITS 2-3-4 BLK 35, LOTS 24 THRU 32 & THAT PT OF VAC MAIN ST W OF LOT 32 & THAT PT OF VAC CHAUTAUQUA AVE N OF LOT 32 PER O.R. 8041/65 ALL DESC AS BEG NW COR OF LOT 32 TH E l OFT(S) TH N 30FT THE 290FT TH S 30FT TH E 110FT TH S 100FT TH W 440FT TH N 100FT THE 30FT TO POB 2010 Exemptions Mortgage Letter Homestead: No Save-Our-Homes Cap Percentage: 0.00% Non-Homestead 10% Cap: Yes Government: No Institutional: No Agricultural: $0 Historic: $0 2009 Parcel Information 2009 Original Trim Notice Most Recent Conveyance Sales Com arison Census Tract Evacuation Zone Plat Book/Page 06277/2315 ~ $352,400 121030268131 NON EVAC 009/146 2009 Value Information Save-Our- Just/Market Assessed Value/ Coun _ School Ivlunici al. Year Homes Cap Value SOH Cap Taxable Value Taxable Value Taxable Value 2009 No $269,571 $269,571 $269,571 $269,571 $269,571 [click here to hide] Value History Save-Our- Just/Market Assessed Value/ Coun School Year Homes Cap Value SOH Cap Taxable Value Taxable Value 2009 No $269,571 $269,571 $269,571 $269,571 2008 No $332,600 $332,600 $332,600 $332,600 2007 No $434,300 $434,300 $434,300 N/A 2006 No $422,400 $422,400 $422,400 N/A 2005 No $194,600 $194,600 $194,600 N/A 2004 No $214,500 $214,500 $214,500 N/A 2003 No $84,200 $84,200 $84,200 N/A 2002 No $86,100 $86,100 $86,100 N/A 2001 No $86,000 $86,000 $86,000 N/A 2000 No $69,600 $69,600 $69,600 N/A 1999 No $53,000 $53,000 $53,000 N/A Municipal Taxable Value $269,571 $332,600' $434,300 $422,400 $194,600 $214,500 $84,200 $86,100 $86,000 N/A N/A http://www.pcpao.org/general.php?pn=16283 21494003 5 0240& sn=0&idTool=true&aerFla... 4/23/2010 r~ Property Appraiser General Ir~ation • Page 2 of 3 1998 No $43,600 $43,600 $43,600 N/A N/A 1997 No $52,300 $52,300 $52,300 N/A N/A 1996 No $48,500 $48,500 $48,500 N/A N/A 2009 Tax Information Click Here for 2009 Tax Bill Tax District: CW 2009 Millage Rate: 21.0279 Taxes without any $5,668.51 exemptions: A significant change in taxable value may occur when sold due to changes in the market or the removal of exemptions. Click here for more information. Ranked Sales See all transactions Sale Date Book/Page Price ~ V/I Jul 1986 06277 / 2315 ~ $300,000 M 2009 Land Information Seawall: No Frontage: None View: Land Use Land Size Unit Value Units Method Vacant (00) 290x130 800.00 290.0000 FF Vacant (00) 150x100 800.00 150.0000 FF [click here to hide] 2010 Extra Features Description Value/Unit Units Total NewValue Depreciated Value Year No Extra Features on Record I (click here to hide) Permit Data (Permit information is received from the County and Cities. This data may be incomplete and may exclude permits that do not result in field) reviews (for example for water heater replacement permits). Any questions regarding permits should be directed to the permitting office in Permit Number Descri tion Issue Date Estimated Value No Permit Data Found Zadius erials: 2009 Color feet): 1320... _ _~ - ransparency 0 5 ~ Update Map F you do not see map, the SVG viewer has not been installed. Click here for information and installation. how to copy and paste a static map using Internet Explorer: Right-click on the map; Select "Copy SVG"; Open a Word locument; Select "Paste Special" from Edit menu on toolbar; Select Bitmap, then OK how to copy and paste a static map using Mozilla Firefox: Right-click on the map; Select "This Frame"; Select "Open game in New Window"; Print from the new window. http://www.pcpao.org/general.php?pn=162832149400350240&sn=0&idTool=true&aerFla... 4/23/2010 ~ ~ Property Appraiser General Ir~ation . Page 1 of 3 Interactive Map of this Back to QuerX parcel Results New Tax Collector Home Question/Comment about this Search Page page 32-2 8-16-14940-03 5-0010 I?ortability Data Current as of April 23, 2010 print Radius Search Calculator [10:55 am Friday April 23] Ownershi /Mailin Address Site Address LA SALLE REALTY LLC 25191 US HIGHWAY 19 N No site address found CLEARWATER FL 33763-2102 ~_~. ,~ f;,f Property Use: 0000 (Vacant Residential -lot & acreage less than 5 acres) Living Units: [click here to hide] 2010 Legal Description CHAUTAUQUA-SEC A UNITS 2-3-4 BLK 35, LOTS 1 THRU 9 & THAT PT OF VAC MAIN ST W OF LOT 1 & N 1/2 OF VAC FIFTH AVE ADJ TO S OF SD LOTS PER O.R. 8041/65 ALL DESC AS BEG NW COR OF LOT 1 TH W 30FT TH S 150FT THE 440FT TH N 150FT TH W 410FT TO POB 2010 Exemptions Mortgage Letter Homestead: No Save-Our-Homes Cap Percentage: 0.00% Non-Homestead 10% Cap: Yes Government: No Institutional: No Agricultural: $0 Historic: $0 2009 Parcel Information 2009 Original Trim Notice Most Recent Conveyance Sales Com arison Census Tract Evacuation Zone Plat Book/Page. 06277/2315 ~ $258,300 121030268131 NON EVAC 009/146 2009 Value Information Year Save-Our- Just/Market Assessed Value/ Coun School Municipal Homes Cap Value SOH Cap Taxable Value Taxable Value Taxable Value 2009 No $196,276 $196,276 $196,276 $196,276 $196,276 [click here to hide] Value History Save-Our- Just/Market Assessed Value/ Coun School Municipal Year Homes Cap Value SOH Cap Taxable Value Taxable Value Taxable Value 2009 No $275,190 $275,190 $275,190 $275,190 $275,190 2008 No $339,800 $339,800 $339,800 $339,800 $339,800 2007 No $467,700 $467,700 $467,700 N/A $467,700 2006 No $424,600 $424,600 $424,600 N/A $424,600 2005 No $182,300 $182,300 $182,300 N%A $182,300 2004 No $200,800 $200,800 $200,800 N/A $200,800 2003 No $71,400 $71,400 $71,400 N/A $71,400 2002 No $73,300 $73,300 $73,300 N/A $73,300 2001 No $73,500 $73,500 $73,500 N/A $73,500 2000 No $51,000 $51,000 $51,000 N/A N/A 1999 No $39,700 $39,700 $39,700 N/A N/A http://www.pcpao.org/general.php?pn=1628321494003 50010&sn=0&idTool=true&aerFla... 4/23/2010 x .. Property Appraiser General Ration ~ Page 2 of 3 1998 No $32,600 $32,600 $32,600 N/A N/A 1997 No $39,100 $39,100 $39,100 N/A N/A 1996 No $36,400 $36,400 $36,400 N/A N/A 2009 Tax Information Ranked Sales See all transactions Click Here for 2009 Tax Bill Tax District: CW Sale Date Book/Page Price ~/U V/I 2009 Millage Rate: 21.0279 Jul 1986 06277 / 2315 ~ $300,000 M Taxes without any $4,127.27 exemptions: A significant change in taxable value may occur when sold due to changes in the market or the removal of exemptions. Click here for more information. Seawall: No 2009 Land Information Frontage: None Land Use Land Size Vacant (00) 440x63 Vacant (00) 440x87 View: Unit Value Units 800.00 440.0000 1000.00 0.8800AC Mn+h n rl FF [click here to hide] 2010 Extra Features Description Value/LTnit Units Total NewValue Depreciated Value Year No Extra Features on Record I f click here to hide) Permit Data I Permit information is received from the County and Cities. This data may be incomplete and may exclude permits that do not result in field) reviews (for example for water heater replacement permits). Any questions regarding permits should be directed to the permitting office in which the structure is located. Permit Number ~ Description Issue Date Estimated Value No Permit Data Found EZadius - (feet): 1320 ~ erials: ?009 Color ~ rans arenc 0.5 Update Map g ..~ ,..~. p y ~~ __ If you do not see map, the SVG viewer has not been installed. Click here for information and installation. How to copy and paste a static map using Internet Explorer: Right-click on the map; Select "Copy SVG"; Open a Word 3ocument; Select "Paste Special" from Edit menu on toolbar; Select Bitmap, then OK How to copy and paste a static map using Mozilla Firefox: Right-click on the map; Select "lfiis Frame"; Select "Open Frame in New Window"; Print from the new window. http://www.pcpao. org/general.php?pn=1628321494003 50010&sn=0&idTool=true&aerFla... 4/23/2010 CITY OF CLEARWATER NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS The Community Development Board of the City of Clearwater, Florida, will hold public hearings on Tuesday, January 18, 2005, beginning at 2:00 p.m., in the City Council Chambers, in City Hall, 3rd floor, 112 South Osceola Ave, Clearwater, Florida, to consider the following requests: NOTE: All persons wishing to address an item need to be present at the BEGINNING of the meeting. Those cases that are not contested by the applicant, staff, neighboring property owners, etc. will be placed on a consent agenda and approved by a single vote at the beginning of the meeting. 1. (cont. from 12/]4/04) 1504 Garden Inc. is requesting a Flexible Development approval to permit retail sales within an existing two-story commercial building with a reduction to lot area from. ] 0,000 sq ft to 7,720 sq ft, a reduction to lot width (west) from 100 ft to 50.81 ft, reductions to the front (north) setback from 25 ft to 19 ft (to existing and proposed building) and from 25 ft to 5 ft (to proposed pavement), a reduction to the front (west) setback from 25 ft to 15 ft (to proposed pavement), and reductions to the side (south) setback from 10 ft to 1 ft (to existing and proposed building) and from 10 ft to zero ft (to proposed pavement), as a Comprehensive Infill Redevelopment Project, under the provisions of Sec 2-704.C, and a reduction to the landscape buffer along the south property line from 5 ft to zero ft and a reduction in the width of the required foundation landscaping adjacent to the building (west side) from 5 ft to 3.75 ft, as part of a Comprehensive Landscape Program, under the provisions of Sec 3-1202.G. (Proposed Use: Retail sales and services) at 503 Marshall St., E.A. Marshall's Sub, Lot 10 & W 'h of vac alley on E. Presenter: Wayne M. Wells, AICP, Planner III. FLD2004-02010 2. (cont. from 12/14/04) Clearwater Bay Marina, LLC is requesting a Flexible Development approval to permit 1.33 attached dwelling units and an increase in the permitted height from 30 ft to 100 ft (as measured from base flood elevation and the mean elevation of the site) under the provisions of Sec 2-903.B. (Proposed Use: 133 attached dwelling units) at 900 North Osceola Ave, J.A. Gorra's Sub, Blk 2, Lots 2&3, part of Lot 1 and VAC Nicholson St, Sue Barco Sub, Lots 1, 13&14, Lot 23, part of Lot 22, F.T. Blish's Sub, Lots 1-3, Lots 8-10 and tringl land to West, Sec. 09-29-15, M&B 14.01.. Presenter: Mark T. Parry, Planner III. FLD2004-07053 3. Florence Enterprises, LLC is requesting a (1) Flexible Development approval to permit 8 attached dwellings (townhomes) with a reduction to the front (west) setback from 15 ft to 11.3 ft (to building), reductions to the rear (east) setback from 20 ft to 8.52 ft (to the northeast corner of the ground floor of the building), from 20 ft to 5.52 ft (to ground floor stoop) and from 20 ft to 8.02 ft (to second through fourth floor balconies), an increase to building height from 35 ft to 37 ft (to roof deck) with an additional 4 ft for perimeter parapets (from roof deck) and an additional 12.67 ft for a roof top pavilion (from roof deck) and to permit parking that is designed to back into the public right-of--way, as a Comprehensive Infill Redevelopment Project under the provisions of Sec 2-803.C, (2) Transfer of Development Rights for 1 dwelling unit from 200 Brightwater Dr, under the provisions of Sec 4-1403 (TDR2004-08009) and (3) Preliminary Plat approval for 8 townhome lots (PLT2004-00004). (Proposed Use: 8 attached dwellings (townhomes) at 605 Poinsettia Ave, Mandalay Replat, Unit 5, Lots 11&12. Presenter: Wayne M. Wells, AICP, Planner III. FLD2004-04029 La Salle Realty, LLC is requesting a Flexible Development approval to permit a nonresidential off-street parking lot in the Low Medium Density Residential District, under the provisions of Sec 2-204.C. (Proposed Use: Non-residential off- street parking) at 25191 US 1.9 N, Chautauqua-Sec A, Units 2-3-4, Blk 35, Lots 1-9, 24-32, and part of VAC Rd W, Chautauqua-Sec A, Unit 1, Blk 36, Lots 1-5, 28-32, and parts of Lots 6 & 27. Presenter: Wayne M. Wells, AICP, Planner III. FLD2004-08061 5. Decade Gulfcoast Hotel Partners and J K Gulfview, LLC are requesting (1) Termination of Status of a Nonconformity for density (existing 289-rooms/units overnight accommodation use - to be converted to 241-rooms/units overnight accommodation use and 36 dwelling units), under the provisions of Sec 6-109; (2) Flexible Development approval to permit a mixed use (241-unit overnight accommodation use [including accessory restaurant, retail sales and wave runner business], 38 attached dwellings, a restaurant and an office use) with reductions to the front (north) setback from 15 ft to 3.52 ft (to existing pavement), a reduction to the side (east) setback from 10 ft to 2.95 ft (to existing pavement), an increase to building height from 35 ft to 1.28 ft (to highest roof deck) with an additional ] 6 ft for the pinnacle facade focal point (from highest roof deck) and with a deviation to allow direct access to a major arterial street, as a Comprehensive Infill Redevelopment Project, under the provisions of Sec 2-803.C; and (3) Transfer of Development Rights for two dwelling units from 850 Bayway Blvd, under the provisions of Sec 4-1.403 (TDR2004-09011). Proposed Use: Mixed use (241-unit overnight accommodation use with accessory restaurants and retail sales and 38 attached dwellings [condominium]) at 521 S Gulfview Blvd., Sec 17-29-I5, M&B 22.02. Presenter: Wayne M. Wells, AICP, Planner III. FLD2004-04025 6. Hiehland Prop Gulfcoast, LTD (Crown. Eurocars, lnc.) are requesting a Flexible Development approval to permit vehicle sales and display with a reduction. to the front (east) setback from 25 ft to 15 ft (to pavement), a reduction to the side (north) setback from 1.0 ft to 5 ft (to existing pavement), a reduction to the side (south) setback from 10 ft to 6 ft (to existing pavement), an increase to building height from 25 to 26 ft (to flat roof deck) with an additional 4 ft for an architectural embellishment (from roof deck) and deviations to permit the outdoor display of vehicles and to permit direct access to a major arterial street, as a Comprehensive Infill Redevelopment Project, under the provisions of Sec 2-704.C, and a reduction to the width of the required foundation landscaping adjacent to the building from 5 ft to 1 ft, as a Comprehensive Landscape Program, under the provisions of Sec 3-1202.G. (.Proposed Use: Vehicle sales and display) at 18940 US 19 N, Sec 19-29-16, M&B 41.05. Presenter: Keyl Groff, Planner II. FLD2004-10074c 7. 302-308 N Osceola Properties, LLC, Osceola-Jones Properties LLC, Salvation Army (Triangle Property Development, LLC) are requesting a Flexible Development approval to permit 191 attached dwelling units, a reduction in required parking from 371 parking spaces (1.5 spaces per dwelling unit and 4 spaces per 1,000 sq ft GFA for non-residential uses as required by Code) to 343 spaces (1.5 spaces per dwelling unit or 290 spaces, 2.55 spaces per 1,000 sq ft GFA for office uses or 53 spaces and zero spaces for the retail uses), an increase in the permitted height from 30 ft to 150 ft to the roof and up to 174 ft to architectural embellishments for the portion of the site on the west side of North Osceola Ave, an increase in height from 30 ft to 50 to the roof and up to 58 ft to architectural embellishments for the portion of the site on the east side of North Osceola Ave and an increase of the permitted density from 145 dwelling units to 191 dwelling units by using 45 dwelling units from the Clearwater Downtown Redevelopment Plan Public Amenities Incentive Pool, as a Comprehensive Infill Redevelopment Project, under the provisions of Sec 2-903.C. (Proposed Use: Mixed use (191 attached dwelling units and approximately 20,000 sq ft of retail and office uses), at 400 Jones St, Jones' Sub of Nicholson's Add to Clearwater Harbor, Blk 2, Part of Lots 1 & 2, A.B. & Jennie Cate's Sub, Lots 1-7 & VAC Alley & Bergen's Replat, Blk A & B & VAC Alley, Sec 09-29-15, M&B 43.03, Sec 09-29-15, M&B 43.06, Clovis C. Lutz Sub, Tracts A & B & submerged land Deed # 17377 & 10 ft strip of land adj N & submerged land. Presenter: Mark T. Parry, Planner III. FLD2004-05037 8. Nikieh Properties LLC is requesting a Flexible Development approval to permit retail sales and services with a reduction to the front (west) setback from 25 ft to I S ft (to pavement), a reduction to the front (south) setback from 25 ft to 9.5 ft (to pavement), a reduction to the side (north) setback from 10 ft to 5 ft (to building and pavement) and reductions to the side (east) setback from 10 ft to 5 ft (to building) and from 10 ft to 1 ft (to sidewalk), and an increase in building height from 25 ft to 38 ft (to roof peak for decorative architectural design), and a reduction in required parking from 44 spaces to 36 spaces, as a Comprehensive Infill Redevelopment Project, under the provisions of Sec 2-704.C, and to allow 2 landscape islands to be less than 8 ft wide (from back of curb to back of curb) as a Comprehensive Landscape Program, under the provisions of Sec 1202.G. (Proposed Use: Retail sales and services), at 21557 US 19, Sec.08-29-16, M&B 33.06. Presenter: Michael H. Reynolds, AICP, Planner III. FLD2004-10075 Interested parties may appear and be heard at the hearings or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearings. Any person who decides to appeal any decision made by the Board, with respect to any matter considered at such hearings, will need to request and obtain party status by the Board during the case discussion, 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 Florida Statute 286.0105. Community Development Code Sec 4-206 states that party status shall. be granted by the Board if person requesting such demonstrates that s/he is substantially affected. Party status entitles parties to: personally testify, present evidence, argument and witnesses, cross-examine witnesses, appeal the decision and speak on reconsideration requests. An oath will be administered swearing all participants in public hearing cases. If you wish to speak please wait to be recognized, then state and spell your name and provide your address. Persons speaking before the CDB shall be limited to three minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to 10 minutes. Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave., Clearwater, FL 33756. Please contact Frank Gerlock, Development Review Manager, at 562-4557 to discuss any questions or concerns about the project and/or to better understand the proposal and review the site plan. • This notice was sent by the Official Records and Legislative Services Department, Cynthia E. Goudeau, CMC, City Clerk Cyndi Tarapani Planning Department City of Clearwater P.O. Box 4748, Clearwater, FL 33758-4748 NOTE: Applicant or representative must be present at the hearing. Cynthia E. Goudeau, CMC City Clerk YOU ARE BEING SENT THIS NOTICE IF YOU ARE THE APPLICANT OR OWN PROPERTY WITHIN 200 FT. OF THE SUBJECT PROPERTY. A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN THE OFFICIAL RECORDS AND LEGISLATIVE SERVICES DEPT. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL THE OFFICIAL RECORDS AND LEGISLATIVE SERVICES DEPT WITH THEIR REQUEST AT (727) 562-4090. Ad: 01/02/05 ,! ,~: ~~: :~= LONG RANGE PLANNING DEVELOPMENT REVIEW CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, ZOO SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 January 20, 2005 E- D. Armstrong III, Esquire Johnson, Pope, Bokor, Ruppel & Burns, LLP P.O. Box 1368 Clearwater, FL 33757-1368 RE: Development Order -Case FLD2004-08061 25191 US Highway 19 N Dear Mr. Armstrong: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On January 18, 2005, the Community Development Board reviewed your request for Flexible Development approval to permit a nonresidential off-street parking lot in the Low Medium Density Residential District, under the provisions of Section 2-204.C. The Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria for a nonresidential off-street parking lot per Section 2-204.C; 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913; and 3. The development is compatible with the surrounding area and will legitimize the existing use of the property. Conditions for Approval: 1. That use of this parking area be solely for vehicle storage of new and used vehicles and for employee parking, and not be for the sales and display of vehicles. This parking area shall not be used for the parking or storage of vehicles associated with the service department to be repaired, nor shall transport trucks on- or off-load vehicles within this parking area; 2. That vehicles stored or parked in this parking area not encroach into any landscaped area or drive aisle; 3. That lighting of this parking area be designed and constructed to comply with the requirements of Division 13 of Article 3 of the Code. A photometric plan shall be submitted as part of the construction plans showing compliance prior to the issuance of any permits. Site lighting of this parking area shall be automatically switched to turn off no later than 9:00 pm; 4. That loud speakers and phone ringer systems be prohibited to be used in this parking area; 5. That all edges of pavement be designed with vertical curbing or wheel stops for the protection of landscaped areas. Compliance shall be shown on a revised site plan prior to the issuance of any permits; BRIAN]. AUNGST, MAYOR-COMMISSIONER HOPI' HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER FRANK HII3I3ARD, COMMISSIONER ® BII,1,]ONSON, COh1611SSIONER ~~EQUAI, EMPLOYMr;NT AND AFFIRMATIVE ACTION EMPI,OYER~~ January 20, 2005 Armstrong -Page Two 6. That an easement be provided, unless one presently exists, for the existing 15-inch RCP running through the property from 4th to 5th Avenues S prior to the issuance of any permits, acceptable to the Engineering and Legal Departments; 7. That all invasive, exotic vegetation in the ditch be removed prior to the issuance of a Certificate of Completion; 8. That, prior to the issuance of any permits, a copy of the SWFWMD permit or letter of exemption be submitted; and 9. That a Unity of Title be recorded prior to the issuance of any permits, tying this property together with that property fronting on US Highway 19 N. Issuance of this Development Order is subject to the annexation of the property (ANX2004-08013), the amendment of the Land Use Plan category and rezoning of the property (LUZ2004-08006) and the approval of a Development Agreement (DVA2004-00003). No building permits may be issued prior to the final approval of the annexation, land use plan amendment, rezoning and development agreement. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (January 18, 2006). All required, certificates of occupancy/completion shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on February 1, 2005 (14 days from the date of the CDB meeting). If you have any questions, please do not hesitate to call Wayne M. Wells, Planner III, at 727-562-4504. You can access zoning information for parcels within the City through our website: www.myclearwater.com/~ov/depts/planning. *Make Us Your Favorite! Si cerely, ~~~ Cynthia H. Tarapani, AICP Planning Director S: IPlnnning DepnrtmentlC D BIFLEX (FLD)Ibmctive or Finished Applications) US Hwy 19 N 25191 Dimmitt (LMDR) - Approved) US Hwy 19 N 25191 Development Order. doc