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FLD2005-07062
i Pj 6- ORIGINAL FLD2005-07062 143 ISLAND WAY Date Received: 07/01/2005 ISLAND ESTATES RECEIVED NOV 08 2005 PLANNING DEPARTMENT CITY OFCIEgRWqTER ZONING DISTRICT: IEOD LAND USE: RH ATLAS PAGE: 267B PLANNER OF RECORD: R -T CLWCoverSheet Planning Department o ?Y C100 South Myrtle Avenue kamater Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-5624865 ? NN L O 0 SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION 0 SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans 0 SUBMIT APPLICATION FEE $ DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: EAST: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION C? Infill Redevelopment Project (Revised 04-05-05) PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: GFB Development. LLC. MAILING ADDRESS: 4208 W. Corona Street. Tampa. Florida 33629 PHONE NUMBER: 813-786-8087 FAX NUMBER: 813-805-7283 R ECC HVED PROPERTY OWNER(S): 125 Island Way - Miriam L. Cebula (owner) 143 Island Way - Harley P. & Sharon R. Evans (owner) NOV o 8 2x05 (Must include ALL owners as listed on the deed - provide original signature(s) on page 6) PLANNING DEPARTMENT CITY OF CLEARWATER AGENT NAME: Mr. Frank Salvo and/or Greg Singleton, GFB Development, LLC MAILING ADDRESS: 4208 W. Corona Street. Tampa, Florida 33629 PHONE NUMBER: 813-786-8087 FAX NUMBER: 813-805-7283 B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) T) UD V?j I t; STREET ADDRESS of subject site: 125&143 Island Way 1 I 15 S 3 20f0 l+er LEGAL DESCRIPTION: (see attached site plans and surveys) ?? ( ' ? I (if not listed here, please note the location of this document in the submittal) _ ,r PARCEL NUMBER: 08/29/15/43326/000/0050 & 08/29/15/43326/000/0040 PLANNING a (1" CITY Cif C., PARCEL SIZE: 39,484 square feet, 0.91 acres (acres, square feet) PROPOSED USE(S), SIZE(S) AND VALUE OF PROJECT: 27 condominiums residential dwelling units which well be collectively valued at $25,000.000 after substantial investment by the developer. (number of dwelling units, hotel rooms or square footage of nonresidential us DESCRIPTION OF REQUEST(S): Attach sheets and be specific when identifying the request (include all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) 27 residential condominium units to include an increase to the height of the parapet wall from 30 inches to 90 inches, a reduction to the front (west) setback from 15 feet to 13 feet (to pavement), a reduction to the rear (east) setback from 20 feet to 17 feet (to pool) and 0 feet (to pool deck) and a reduction to the side (north) setback from 10 feet to 4 feet (to pavement). Height 79.30'. Pape 1 of 7 - Flexible Develooment Comprehensive Infill Redevelopment Application 2005- City of Clearwater Attachment "A" ORIGINAL 2. Height: a. The increased height results in an improved site plan, landscaping areas in excess of the minimum required and/or improved design and appearance; The height proposed allows for construction of the 27 units allowed in a configuration that provides for recreational facilities on the site and sufficient open space to provide landscaping as required to build a quality residential project. In addition, this property is subject to a 1FEMA flood zone. Because of this flood zone the living units will be constructed over the proposed parking. b. The increased height will not reduce the vertical component of the view from a parcel of land which is designated as low density residential in the Zoning Atlas. No views of any low density residential property are affected. C. The height may exceed 80 feet if the parcel proposed for development fronts on Clearwater Bay or is only separated from Clearwater Bay by a public open space. This property does not meet the requirements of proximity to Clearwater Bay, therefore, the proposed building height does not exceed the 80'requirement. 3. The parcel proposed for development is not contiguous to a parcel of land which is designated as low density residential in the Zoning Atlas; This property is not adjacent to any property designated as low density residential in the Zoning Atlas. 4. Off-street parking is screened from adjacent parcels of land and any adjacent street by a landscaped wall or fence of at least four feet in height; All parking is proposed to be screened from the road. 5. All waste disposal containers which serve the proposed use are located within a landscaped enclosed structure. Rollout dumpsters are proposed. All dumpsters will be housed inside the building. 2 nCENED M NOV 0 8 2005 ptANNINGDEPARTMENT C11Y OF CLEA )____ CV t 07> r) 4'v P1.ANN&,11"'31 9- 1')E'V;'::. ..:fii aSV_a: CITY (V i DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMEN OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO _x_ (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) ? SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) ® Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. Island Estates is characterized by condominium developments of similar size, height and density. The proposed building conforms with the nature of the immediate community: within the line of sight of this property there are 3 buildings of greater height and 4 buildings of greater mass. 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. This development will remove two older dilapidated structures and will enhance the value of the adjacent properties that have already been developed. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. There are no health or safety issues associated with this proposed residential structure. 4. The proposed development is designed to minimize traffic congestion. This proposed development is entirely residential and is de minimus in nature. Only 27 units are proposed and these will replace 14 existing units. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. Island Estates is characterized by condominium developments of similar size, height and density. The proposed building conforms with the nature of the immediate community. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The building design is architecturally attractive and is entirely residential. Acoustic, olfactory, and impacts due to hours of operation are not anticipated. ® Provide complete responses to the ten (10) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA (as applicable) - Explain how each criteria is achieved in detail: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, intensity and development standards. The proposed condominium with free standing garages is impractical without the proposed deviations for several reasons. The proiects footprint is not large enough to provide 2 covered parking spaces underneath, therefore freestanding garages are necessary. The proposed footprint requires a reduction of the rear set back to efficiently utilize the site for necessary parking drainage and pool deck The City of Clearwater code was written to recognize the need for special criteria in design for areas such as Island Estates, this proiect is designed to fit within that criteria. Page 2 of 7 - Flexible Development Comprehensive Infill Redevelopment Application 2005- City of Clearwater o EC ntVnD Nov 08 2005 F-F 3 9 Z ,-5 PLANNINGDEPARTMERT >Vc Icily OF CLEARWAT --t 2. The development of the parcel proposed foi ?ent as a comprehensive infill redevelopment.p esidential infill project will not reduce the fair market value of abutting properties. (IncludethL?lSting value of the site and the proposed value of the site a improvements.) The fair market value 3. The uses within the comprehensive infill redevelopment project are otherwise permitted in the City of Clearwater. The proposed use as a condominium Is a permitted use. ORIGINAL 4. The uses or mix of use within the comprehensive infill redevelopment project are compatible with adjacent land uses. Th9 a condominium is T _._ Compatible with adjacent land uses which is multifamily, high density residential. D . 6r r, i ( i j ; z T1j PLAN' _, : 7 c t r o c ?5. Suitable sites for development or redevelopment of the uses or mix of uses within the comprehensive infill redevelopment W 44ee at.gthiarwise., available in the city of Clearwater. Suitable waterfront sites are limited resources that need to be developed to their highest and best use. 6. The development of the parcel proposed for development as a comprehensive infill redevelopment project will upgrade' s'??i txa Qialeni pa rcel proposed for development The proposed use as a condominium will upgrade the immediate vicinity of thi luxury high-end condominiums not cufrently available. I tr 08 1005 PLANNING DEPARTMENT 7. The design of the proposed comprehensive infill redevelopment project creates a form and function that enhances the cbf MPEhar ?RWATER immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The protects design enhances the community by 8. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The protects design enhances the community by several Adequate off-street parking in the immediate vicinity according to the shared parking formula in Division 14 of Article 3 will be available to avoid on-street parking in the immediate vicinity of parcel proposed for development. Adequate parking for residents is accommodated as discussed in Item #1 above. This will delete any necessity for street parking. \''I\. '10. The design of all buildings complies with the Tourist District or Downtown District design guidelines in Division 5 of Article 3 (as applicable). Use separate sheets as necessary. The design of this proiect follows the Tourist District design guidelines by the building's placement, Pnna Z of 7 - Flavihla navalnnmant rmmnrahnneiva Infill Parinvalnnmant Onnlinatinn WnrL (Aw of rlonmtntar E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that in, addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. 1 If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. , G (? i' '..a' is ?- ?x At a minimum, the STORMWATER PLAN shall include the following: ORIGINAL Existing topography extending 50 feet beyond all property lines; Proposed grading including finished floor elevations of all structures; All adjacent streets and municipal storm systems; Proposed stonnwater detention/retention area including top of bank, toe of slope and outlet control structure; A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ® Ac dgement of stormwater plan requirements (Applicant must initial one of the following): Stormwater plan as noted above is included provided. Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. O SIGNED AND SEALED SURVEY (including legal description of property) -One original and 14 copies; O TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) - 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; Not Applicable - Residential © GRADING PLAN, as applicable; ? N./A PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); CONDOMINIUM ? N/A COPY OF RECORDED PLAT, as applicable; CONDOMINIUM SITE PLAN with the following information (not to exceed 24"x 36"): All dimensions; North arrow, Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; Location map; Index sheet referencing individual sheets included in package; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; kr"AN , All required setbacks; All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; -cLEAWAIF0 Page 4 of 7 - Flexible Development Comprehensive Infill Redevelopment Application 2005- City of Clearwater Location of all street rights-of-way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening fper Section 201(DKi) and Index #7011; Location of all landscape material; Location of all onsite and offsite storm-water management facilities; Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. H IrMl {' ® 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; ORIGINAL Number of PROPOSED dwelling units; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces and driveways, expressed in square feet and percenta ge of the paved vehicular area; Size and species of all landscape material; Official records book and page numbers of all existing utility easement; Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F A R ) for all nonresidential uses n U . . . . O REDUCED SITE PLAN to scale (8'/ X 11) and color rendering if possible N/A FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: ?a3 !? 20 J55 L One-foot contours or spot elevations on site; Offfsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; PLANNING & DE,va, c a Location of all earth or water retaining walls and earth berms; Ctl y of C.'1_ ;'IN ?t Lot lines and building lines (dimensioned); ? Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) f ?' _I??„"f ??? ?j © LANDSCAPE PLAN: u u I? V L? V L? L? All existing and proposed structures; NOV 0 8 2005 Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; PLANNING DEPARTMENT Sight visibility triangles; CITY OF CLEARWATER Delineation and dimensions of all parking areas including landscaping islands and curbing; Proposed and required, parking spaces; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (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 landscape materials, including botanical and common names; . Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; N/A Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. O REDUCED LANDSCAPE PLAN to scale (8 %X 11) (color rendering if possible); ® IRRIGATION PLAN (required for level two and three approval); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. Page 5 of 7 - Flexible Development Comprehensive Infill Redevelopment Application 2005- City of Clearwater M 4 .' t II Imo' 11 (:' I K. a A AFFIDAVIT TO AUTHORIZE AGENT: ' MIRi6M L C56-UTA - n lh (Names of all property owners on deed - please PRINT full names) I 1. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): M1Rl4M L. CEbULA -125 .Trl-, A'b WAY 2. That this property constitutes the property for which a request for a: (describe request) 5 tTE 01-AIJ AE1900VAL -4MD RE16 0' /NC64-ASE To 7°t•g7' 3. That the undersigned (has/have) appointed and (doestdo) appoint: M A. FR ,4A/ i- SAW O • G F6 DEV ELoPMEntTf L.L:G 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 site 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 correct. .. Property Owner Property Owner Property Owner Property Owner STATE OF COUNTY OF GA- of f th d i d ff t i d i d b h fFl id hi JJ Ly? >00 da ers y e ore me e un gne , an o icer u y comm ss one y t e laws of the State o er e, on t s JULY 200 s ll fi t d l i d M R M L Mb persona rs u y sworn y appeare ng en . . uLA• av i A Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. LOU AYALAi NOTARY PUBLIC My Commission Expires: , GvAnnett County, Georgla S. (planning DepartmentlAppi/cation FwmsldevelnpmerrMMED2005.doc NOV 0 8 2005 PLANNING DEPARTMENT Page 6 of 6 - fi ? %QjARV0XW 2005- City of Clearwater L? lUL CJ Ya C):..._, . • AFFIDAVIT TO AUTHO IZE AGENT: N f/J,10oN iP. ?'VqN (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): /z/3 .i .rL*V,6 WAY 2. That this property constitutes the property for which a request for a: (describe request) .q7' 3. That the undersigned (has/have) appointed and (does/do) appoint: - MR • F/% /7 V k SJQ'LV o 9FA A gf4 1.-- -02 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 site 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 (1/we), the undersigned authority, hereby certify that the foregoing is true and Property Owner STATE OF Fi ORM, COUNTY OF Pffltf tbkS A 44-7(J ra??Y 1 Ejefore me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this L , 2ooy personally appeared #4406 40 s #A&4 A.,lWAIIS who he Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. ?pst! .,,a STEPHANIE 0. f?1lc `: Q tf % ii- OT ARY PUBLIC s 1'E OF NEVADA I Ni My Commission Exp' .. _VT. No. 91-2737-1 •Mev -'T EXPIRES Mak 1, 2008 RECENED S: IPlanniW Depaft-ntL4RP11can0n FOMSldevelopment revMwlAexib/e d?/Q?rn?nt &P"5 IV?J Y V 2003.doc pi.pNNING DEPARTMENT CITY OF CEARWA ER day of D ',3 4ytlLi- Page 6 of 6 - Flexible Development Application 2005- City of Clearwater I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part of Comprehensive Infill Redevelopment Project or a Residential Infill Project. ,q N y° z © BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials; O REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8 'Y2 X 11) (black and white and color rendering, if possible) as required. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) ? All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ? Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8th X 11) (color), if submitting Comprehensive Sign Program application. K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) ? Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-5624750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. ? Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs a ch turning movement at all intersections identified in the Scoping Meeting. If you have questions regarding these requirements, contact the City Public Works Administration Engineering L. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. tin, hAcv- it U Signat6Pe of prope owner or repres 9"M P(L?A(?N/N(I?NG DEPARTMENT STATE OF FLORIDA, COUNTY'OF PINFLARW' Sworn to and subscribed before me this day Se. le("-er A. D. 20 Oti to me and/or ',- SAY, ?I-D who is personally known has pro F4c (' C4 n (? J C? f 5 1 ?i ce " 5e- as identification. Notary public, My commission expires: r - -Jut Katherine L Naranjo PLal?NING' MY(:OMMISSION# DD124979 EXPIRES July 21, 2006 h n6 ° BONDED THRU TROY FAIN INSURANCE INC Traffic Impact Study is not required. OR A TRAFFIC IMPACT STUDY CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT F ED AND SIGNIFICANT DELAY MAY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITT OCCUR. AFFIDAVIT TO AUTHORIZE AGE (Names of all property owners on deed - please PRINT full names) t. That (I am1we are) the owner(s) and record title holder(s) of the following described property (address or general location): 44 2. That this property constitutes the property for which a request for a: (describe request) 3. That the undersigned (has/have) appointed and (does/do) appoint M- 12. I as (hisAhelr) agent(s) to execute any petitions or other documents necessary to affect such petition; d. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 5. That site visits to the property are necessary by City representatives in order to process this application and th e 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 7 / ), Property Owner 0FFICIALSE AL t WI)K A WATEL Pro r NOt?M ;PYbMO OW44y Nr , Cow " .. -- , - I - t, 4 -pq- 317 ' Mr COtnt11. fltrii btlp?.; ?00? Property Owner Property Owner STATE OF.'We V COUNTY OF, 4441 8'- ore me the undersiigned an officer duly commissioned by a laws of thl Stata of iFtor -on this personally appeared --?' Deposes and says that helshe fully understands the contents of the affidavit that hetshe signed. My Commission Expires: (/- 2-Z " Z W~-r~~^?^ day of first duly sworn S:Wfannbg beparb7*nA4pp e&6*n FonmW#vefopment mWewlilewbfe development comprehensfve lnfrlf redevelopment appfftn 20.&R EC NOV 0 8 2005 PLANNING DEPARTMENT CITY OF CLEARWATER Page 7 of 7 - Flexible Development Comprehensive Infill Redevelopment Application 2005- City of Clearwater i AFFIDAVIT TO AUTHORIZE (Names of all property owners on deed - please PRINT full names) 1. That (I am/we are) the owner(s) and record tide holder(s) of the following described property (address or general location): 2. That this property constitutes the property for which a request for a: (describe request) 3. That the undersigned (has/have) appointed and (does/do) appoint ?? AAA"? 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 site visits to the property are necessary by City representatives in orderto 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 correct Property Owner Property Owner Property Owner Property Owner COUNTY OFCYW-j,VI STATE OF Ems, 6---eorq I o- B or a the under ' Gt?l?r? ??' <ra?,? Gn s , an officer duty commissioned by the tap"' ` State?, on this w day of '? personally appeared 1.? who having been first duly sworn Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. ,7 My Comm€ssion F_xpirea: J l i Notary Public R n H ECHVED S: Ranning DeparbnMnn,4pp1J0aflon Formsldevelopment reviawWaxible, development comprehensive ?nrtn radavabpment appecation 2005.doc NOV 0 8 2005 PLANNING DEPARTMENT CITY OF CLEARWATER Page 7 of 7 - Flexible Development Comprehensive infiil Redevelopment Application 2005- City of Clearwater True luxury living blends the best of ,? the land and the sea. At.TalaVera, life is directly on the water, and for select resident boaters, deep water boat slips offer a gateway to the splendors of the gulf. All of your days deserve the high luxury of TalaVera. An intimate enclave of Twenty-Seven luxury living experiences lf?d with, boat slips. Distinctly unique to Clearwater from the $900's. Secure the lifestyle today and free your soul. Call 7274434400. Alslanid T ???? at Estates 125 Island Way, Clearwater, Florida talaveraliving.com A Development of High Crest Residential Broker participation welcome. i I M c7teA? ?J Engineers - Surveyors - Planners Island Way Condominium National Society Drainage Narrative: of June 20, 2005 Professional Engineers Revised September 29, 2005 Florida Engineering This site is an upland land area adjacent to the intercoastal waterway. As such, the outfall is tidal Society and the property is exempt from any attenuation requirements. The system has been designed to provide water quality treatment for the first 3/4" of runoff (150% of the normal, first 1/2") because of the classification of the receiving waterway. American Society of ORIGINAL Civil Engineers There are no existing wetlands involved. The following drainage analysis is also shown of the submitted plans. Florida Surveying and DETENTION AREA DRAINAGE ANALYSIS Mapping Society 7 } Data: D R Q ?r t`I N , i. 1. American Congress 1. Total Site Area =0.91 Acres I I ` on v?? ? ? ?CJ.l? , I it Surveying and Mapping 2. Total Drainage Area = 0.91 Acres . Proposed PLANN!N-3 3 Stage Storage Data: C,11Y of t:,i Institute • - of E1.=2.50 = 367 S.F. Transportation Engineers E1.=5.00 = 1,744 S.F. he detention system is designed to provide water quality treatment for the first 3/4" of run-off from Florida Planning the contributing drainage area. - and Zoning Association Attenuation is not required since the site has a direct outfall to The Gulf of Mexico. National Association 0.91 Ac x 43,560 S.F. / Ac /12" /Ft. x 3/4" = 2,478 C.F. Storage required of (2,638 C.F. Storage provided) Environmental Professionals Resultant water level = 5.00 Bleed down is accomplished through a filtration subdrain. Approved b . 7 Thomas G. Radcliffe . Florida Engineer's License No. PE 42044 RECEIVED NOV a s 2005 PLANNING DEPARTMENT 29228 U.S. Hwy. 19 North Pinellas: (727) 784-3?•? GF CLEARWATER Clearwater, Florida 33761 Pasco: (727) 842-76 www.lbsonline.com Fax: (727) 784-8153 FILTER DRAWDOWN ANALYSIS (USING DARCEY'S LAW) WATER HEAD INCR TOTAL INCR DIST. HYD. AREA FLOW AVG. INCR LEVEL W/L TO HEAD VOLUME VOLUME FILTER GRAD. FILTER Q=KIA FLOW TIME IN C/L (FT) (CF) (CF) MEDIA I=H/TD A=LxW C:.F.H Q1+Q2/2 (^T) BASIN S/D (^H) (V) (^V) (FT) (SF) C.F.H (HOURS) 5 5 2477 2 2.5 368 4986.4 .5 744.92 4737.08 0.16 4.5 4.5 1732.1 2 2.25 368 4487.76 .5 620.16 4238.44 0.15 4 4 1111.9 2 2 368 3989.12 .5 495.4 3739.8 0.13 3.5 3.5 616.5 2 1.75 368 3490.48 .5 370 64 3241.16 0.11 3 3 245.9 2 1.5 368 2991.84 .5 245.88 2742.52 0.09 TOTAL TIME= .64 HOURS L.W.L. or BOTTOM ELEVATION= 2.5 Ft.-(N.G.V.D) FILTRATION STORAGE WATER LEVEL= 5 .Ft.-(N.G.V.D.) AVERAGE CENTERLINE OF SUBDRAIN or CONTROL ELEVATION= 0 I."t.-(N.G.V.D.) .WATER SURFACE AT L.W.L.= 367 S.F. WATER SURFACE AT FILT. WATER LEVEL= 1614.6 S.F. DRAINAGE AREA= .91 ACRES REQUIRED STORAGE VOLUME: .91 Ac.x43560 / 16 = 2477 CUBIC FEET 2477 CUBIC FEET - STORAGE AVAILABLE i Z CD 0 " ? Z DQ° v?? „ a) 0 < 0 P rn oc m ? ?" z N ^ v r i r.: Advanced Interconnected Channel & Pond Routing (adICPR Ver 1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST BASIN NAME DA NODE NAME DA UNIT HYDROGRAPH UH256 PEAKING FACTOR 256. RAINFALL FILE FLMOD RAIN AMOUNT (in) 9.00 STORM DURATION (hrs) 24.00 AREA (ac) .91 CURVE NUMBER 91.00 DCIA (o) .00 TC (mins) 10.00 LAG TIME (hrs) .00 BASIN STATUS ONSITE BASIN QMX (cfs) TMX (hrs) VOL (in) NOTES DA 4.73 12.04 7.91 ORIGINAL RECEIVED NOV 0 8 1005 PLANNING DEPARTMENT CITY OF CLEARWATER p ? M Cp O r1? ?? r??, Kln_ A?{p'1?q p _f PLANNING&Dt" J' i s"fc, CaTY OF w . _ ii"i,; Ica Advanced InterconnE nnel & Pond Routing (adIC .40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST R Q r. R NODE ID: DA TIME STAGE (hrs) ------ - (ft) ------- .00 2.50 .25 2.50 .50 2.50 .75 2.50 1.00 2.50 1.25 2.50 1.50 2.50 1.75 2.50 2.00 2.50 2.25 2.50 2.50 2.51 2.75 2.53 3.00 2.54 3.25 2.57 3.50 2.60 3.75 2.63 4.00 2.67 4.25 2.71 4.50 2.77 4.75 2.82 5.00 2.88 5.25 2.95 5.50 3.02 5.75 3.09 6.00 3.17 6.25 3.25 6.50 3.34 6.75 3.44 7.00 3.55 7.25 3.66 7.50 3.78 7.75 3.90 8.00 4.03 8.25 4.17 8.50 4.32 8.75 4.49 9.00 4.67 9.25 4.86 9.50 5.03 9.75 5.04 10.00 5.04 10.25 5.05 10.50 5.05 10.75 5.05 RUNOFF (cfs) .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 ' .01 .02 .02 .03 .04 .04 .05 .05 .06 .06 .07 .08 .08 .08 .09 .10 .11 .11 12 .13 .14 .14 .15 16 .17 .20 .21 .22 .23 .26 .27 .32 .35 INFLOW OFFSITE (cfs) .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 i?ECtIVEd NOV 0 8 2005 NODAL STAGE/VOLUME/FLOW REPORT ------------------------------ ------------------------------ VOLUME (af) .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 01 .01 .O1 .02 .02 .02 .02 .02 .03 .03 .03 .04 .04 .04 .05 .05 .05 .06 .06 .06 .06 .06 pLANNING DEPARTMENT CITY OF CLEARWATER OTHER (cfs) .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ORIGINAL OUTFLOW (cfs) .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .19 .25 .27 .32 .35 .41 Advanced Interconnc Mannel & Pond Routing (adIc 1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST NODAL STAGE/VOLUME/FLOW REPORT NODE ID: DA 0 INR I G-1 I'N A I j<------- INFLOW ------->1 TIME STAGE VOLUME RUNOFF OFFSITE OTHER (hrs) -------- - (ft) ------- . (af) -------- (cfs) -------- (cfs) -------- (cfs) ------ 11.00 5.06 .06 .46 .00 - - .00 11.25 5.06 .06 .49 .00 .00 11.50 5.08 06 .80 .00 .00 11.75 5.17 .06 2.41 .00 .00 12.00 5.27 .06 4.61 .00 .00 12.25 5.23 .06 3.47 .00 .00 12.50 5.16 .06 2.09 .00 .00 12.75 5.11 06 1.15 .00 .00 13.00 5.08 .06 .70 .00 .00 13.25 5.07 .06 .52 .00 .00 13.50 5.06 .06 .47 .00 .00 13.75 5.05 .06 .40 .00 .00 14.00 5.05 .06 .37 .00 .00 14.25 5.05 .06 .33 .00 .00 14.50 5.05 .06 .32 .00 .00 14.75 5.04 .06 .28 .00 .00 15.00 5.04 .06 ..27 .00 .00 15.25 5.04 .06 .25 .00 .00 15.50 5.04 .06 .25 .00 .00 15.75 5.04 .06 .23 .00 .00 16.00 5.04 .06 .22 .00 .00 16.25 5.03 .06 .20 .00 .00 16.50 5.03 .06 .20 .00 .00 16.75 5.03 .06 .19 .00 .00 17.00 5.03 .06 .18 .00 .00 17.25 5.03 .06 .18 .00 .00 17.50 5.03 .06 .18 .00 .00 17.75 5.03 .06 .16 .00 .00 18.00 5.03 06 .15 .00 .00 18.25 5.03 .06 .16 .00 .00 18.50 5.03 .06 .16 .00 .00 18.75 5.03 .06 .14. .00 .00 19.00 5.03 .06 .14 .00 .00 19.25 5.03 .06 .14 .00 .00 19.50 5.03 .06 .14 .00 .00 19.75 5.03 .06 .14 .00 .00 20.00 5.03 .06 .13 .00 .00 20.25 5.02 .06 .12 .00 .00 20.50 5.02 .06 .12 .00 .00 20.75 5.02 .06 .11 .00 .00 21.00 5.02 .06 .11 .00 .00 21.25 5.02 .06 .11 .00 .00. 21.50 5.02 .06 .11 .00 .00 21.75 5.02 .06 .11 .00 .00 RECEIVED 70r NOV 0 8 2005 PLANNING DEPARTMENT ORIGINAL OUTFLOW (cfs) .45 .49 .78 2.32 4.51 3.53 2.17 1.21 .74 .54 .48 .41 .37 .34 .32 .29 .27 .25 .25 .23 ..22 .20 .20 .19 .18 18 .18 .16 .15 .16 .16 .15 14 .14 .14 .14 .13 .12 .12 .12 .11 11 11 .11 071. "I Svcs 'Y Of f" I P Advanced Interconnt? "annel & Pond Routing (adI( 1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST NODAL STAGE/VOLUME/FLOW REPORT ------------------------------ NODE ID: DA G r. j<------- INFLOW ------->1 TIME STAGE VOLUME RUNOFF OFFSITE OTHER (hrs) -------- - (ft) ------- (af) -------- (cfs) -------- (cfs) -------- (cfs) - ------ - 22.00 5.02 .06 .11 .00 - .00 22.25 5.02 .06 .11 .00 .00 22.50 5.02 .06 .11 .00 .00 22.75 5.02 .06 .10 .00 .00 23.00 5.02 .06 .10 .00 .00 23.25 5.02 .06 .10 .00 .00 23.50 5.02 .06 .10 .00 .00 23.75 5.02 .06 .09 .00 .00 24.00 5.02 .06 .08 .00 .00 RECEIVED NOV 0 8 2005 PLANNING DEPARTMENT CITY OF CLEARWATER OUTFLOW (cfs) .11 .11 .11 .11 .10 .10 .10 .09 .08 ORIGINAL p c a ?? PLMNING & i SVCS CITY Of? Advanced Interconnt annel & Pond Routing (adI( so 1.40) Copyright 198 ,Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST NODAL STAGE/VOLUME/FLOW REPORT NODE ID: GOM ORIGINAL 1<------- INFLOW ------->1 TIME STAGE VOLUME RUNOFF OFFSITE OTHER OUTFLOW (hrs) -------- - (ft) ------- (af) -------- (cfs) -------- (cfs) --------- (cfs) -------- (cfs) -------- .00 1.50 .00 .00 .00 .00 .00 .25 1.50 .00 .00 .00 .00 .00 .50 1.50 .00 .00 .00 .00 .00 .75 1.50 .00 .00 .00 .00 .00 1.00 1.50 .00 .00 .00 .00 .00 1.25 1.50 .00 .00 .00 .00 .00 1.50 1.50 .00 .00 .00 .00 .00 1.75 1.50 .00 .00 .00 .00 .00 2.00 1.50 .00 .00 .00 .00 .00 2.25 1.*50 .00 .00 .00 .00 .00 2.50 1.50 .00 .00 .00 .00 .00 2.75 1.50 .00 .00 .00 .00 .00 3.00 1.50 .00 .00 .00 .00 .00 3.25 1.50 .00 .00 .00 .00 .00 3.50 1.50 .00 .00 .00 .00 .00 3.75 1.50 .00 .00 .00 .00 .00 4.00 1.50 .00 .00 .00 .00 .00 4.25 1.50 .00 .00 .00 .00 .00 4.50 1.50 .00 .00 .00 .00 .00 4.75 1.50 .00 .00 .00 .00 .00 5.00 1.50 .00 .00 ..00 .00 .00 5.25 1.50 .00 .00 .00 .00 .00 5.50 1.50 .00 .00 .00 .00 .00 5.75 1.50 .00 .00 .00 .00 .00 6.00 1.50 .00 .00 .00 .00 .00 6.25 1.50 .00 .00 .00 .00 .00 6.50 1.50 .00 .00 .00 .00 .00 6.75 1.50 .00 .00 .00 .00 .00 7.00 1.50 .00 .00 .00 .00 .00 7.25 1.50 .00 .00 .00 .00 .00 7.50 1.50 .00 .00 .00 .00. .00 7.75 1.50 .00 .00 .00 .00 .00 8.00 1.50 .00 .00 .00 .00 .00 8.25 1.50 .00 .00 .00 .00 .00 8.50 1.50 .00 .00 .00 .00 .00 8.75 1.50 .00 .00 .00 .00 .00 9.00 1.50 .00 .00 .00 .00 .00 9.25 1.50 .00 .00 .00 .00 .00 9.50 1.50 .00 .00 .00 .19 .00 9.75 1.50 .01 .00 .00 .25 .00 10.00 1.50 .01 .00 .00 .27 .00 10.25 1.50 .02 .00 .00 .32 .00 10.50 1.50 .02 .00 .00 .35 .00 10.75 1.50 .03 .00 .00 .41 .00 RECEIVED NOV 4 8 2005 PLANNING DEPARTMENT U'7 -.? r Advanced Interconne flannel & Pond Routing (adIC. N1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST i? F NODAL ST AGE/VOLUME/FLOW REPORT ORIGINAL NODE ID: GOM (<------- INFLOW ------->1 TIME STAGE VOLUME RUNOFF OFFSITE OTHER OUTFLOW (hrs) -------- - (ft) ------- (af) -------- (cfs) -------- (cfs) (cfs) (cfs) 11.00 1.50 .04 .00 -------- .00 -------- .45 -------- .00 11.25 1.50 .05 .00 .00 .49 .00 11.50 1.50 .06 .00 .00 .78 .00 11.75 1.50 .09 .00 .00 2.32 .00 12.00 1.50 .16 .00 .00 4.51 .00 12.25 1.50 .25 .00 .00 3.53 .00 12.50 1.50 .31 .00 .00 2.17 .00 12.75 1.50 .34 .00 .00 1.21 .00 13.00 1.50 .36 .00 .00 .74 .00 13.25 1.50 .38 .00 .00 .54 .00 13.50 1.50 .39 .00 .00 .48 .00 13.75 1.50 .40 .00 .00 .41 .00 14.00 1.50 .40 .00 .00 .37 .00 14.25 1.50 .41 .00 .00 .34 .00 14.50 1.50 .42 .00 .00 .32 .00 14.75 1.50 .42 .00 .00 .29 .00 15.00 1.50 .43 .00 .00 .27 .00 15.25 1.50 .43 .00 .00 .25 .00 15.50 1.50 .44 .00 .00 .25 .00 15.75 1.50 .44 .00 .00 .23 .00 16.00 1.50 .45 .00 .00 .22 .00 16.25 1.50 .45 .00 .00 .20 .00 16.50 1.50 .46 .00 .00 .20 .00 16.75 1.50 .46 .00 .00 .19 .'00 17.00 1.50 .47 .00 .00 .18 .00 17.25 1.50 .47 .00 00 .18 .00 17.50 1.50 .47 .00 .00 .18 .00 17.75 1.50 .48 .00 .00 .16 .00 18.00 1.50 .48 .00 .00 .15 .00 18.25 1.50 .48 .00 .00 .16 .00 18.50 1.50 .49 .00 .00 .16 .00 18.75 1.50 .49 .00 .00 .15 .00 19.00 1.50 .49 .00 .00 .14 .00 19.25 1.50 .50 .00 .00 .14 00 19.50 1.50 .50 .00 .00 .14 .00 19.75 1.50 .50 .00 .00 .14 .00 20.00 1.50 .50 .00 .00 .13 .00 20.25 1.50 .51 .00 .00 .12 .00 20.50 1.50 .51 .00 .00 .12 .00 20.75 1.50 .51 .00 .00 .12 .00 21.00 1.50 .51 .00 .00 .11 .00 21.25 1.50 .52 .00 .00 .11 .00 21.50 1.50 .52 .00 .00 .11 .00 21.75 1.50 .52 .00 .00 .11 .00 RECEIVED NOV 0 8 2005 PLANNING DEPARTMENT a? t Advanced Interconnt .46annel & Pond Routing (adIc ..N 1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST NODAL STAGE/VOLUME/FLOW REPORT ORIGINAL NODE ID: GOM j<------- INFLOW ------->1 TIME STAGE VOLUME RUNOFF OFFSITE OTHER OUTFLOW (hrs) -------- - (ft) ------- (af) -------- (cfs) -------- (cfs) -------- (cfs) -- (cfs) 22.00 1.50 .52 .00 .00 .11 ---- -- -------- .00 22.25 1.50 .53 .00 .00 .11 .00 22.50 1.50 .53 .00 .00 .11 .00 22.75 1.50 .53 .00 .00 .11 .00 23.00 1.50 .53 .00 .00 .10 .00 23.25 1.50 .53 .00 .00 .10 .00 23.50 1.50 .54 .00 .00 .10 .00 23.75 1.50 .54 .00 .00 .09 .00 24.00 1.50 .54 .00 .00 .08 .00 RECEIVED NOV 0 8 2005 PLANNING DEPARTMENT CITY OF CLEARWATER LG uUujq l? 'A i ; Advanced Interconne jWnnel & Pond Routing (adIC 1.40) Copyright 198 , Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST CONTROL PARAMETERS START TIME: .00 END TIME: 24.00 TO TIME SIMULATION INC (hours) (secs) ------- -------------- 100.00 1.00 PRINT INC ORIGINAL (mins) 15.00 RUNOFF HYDROGRAPH FILE: DEFAULT OFFSITE HYDROGRAPH FILE: DEFAULT BOUNDARY DATABASE FILE: NONE NOTE: c4 RECEIVED NOY 0 8 2005 PLANNING DEPARTMENT CITY OF CLEARWATER a Advanced Interconne bannel & Pond Routing (adI(,.` .401.40) ' Copyright 1989, Streamline Technologies, Inc. 1' $:, ISLAND WAY CONDOMIN IUM - 25 YEAR POST NODE NODE INI STAGE X-COOR Y-COOR LENGTH STAGE AR/TM/STR NAME TYPE (ft) -------- ---- --------- (ft) --------- -- (ft) (ft) ------- --------- ---- (ft) (ac/hr/af) ----- -------- DA AREA 2.500 .000 .000 .000 - 2.500 .023 3.500 .023 4.500 ..023 5.000 .023 GOM TIME 1.500 .000 .000 .000 1.500 .000 1.500 12.000 1.500 20.000 1.500 24.000 ORIGINAL RECEIVED NOV 0 8 2005 PLANNING DEPARTMENT CITY OF CLEARWATER P'i AP.t, _x , T Advanced Interconne flannel & Pond Routing (adIC 01.40) Copyright 198 Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST >>REACH NAME OUTFALL FROM NODE DA TO NODE GOM REACH TYPE DROP STRUCTURE W/ CIRC. CULVERT FLOW DIRECTION POSITIVE AND NEGATIVE FLOWS ALLOWED TURBO SWITCH OFF CULVERT DATA SPAN (in): 24.000 RISE (in): 24.000 LENGTH (ft): 10.000 U/S INVERT (ft): -.320 D/S INVERT (ft): -.340 MANNING N: .013 ENTRNC LOSS: .500 # OF CULVERTS: 1.000 POSITION A RECTANGULAR RISER SLOT CREST EL. (ft): 5.000 CREST IN. (ft): 10.167 OPENING (ft): 999.000 WEIR COEF.: 3.200 . GATE COEF.: .600 NUMBER OF ELEM.: 1.000 POSITION B : NOT USED NOTE: ORIGINAL RECEIVED NOV o 8 2005 PLANNING DEPARTMENT CITY OF CLEARWATER pLANNiNG -CAE QTY Car . T `ACS Advanced Interconnt lWannel & Pond Routing (adl( 1.40) i Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST REACH SUMMARY INDEX RCHNAME FRMNODE TONODE REACH TYPE ----- ------- ------- ------ -------------------------------------------- 1 OUTFALL DA GOM DROP STRUCTURE W/ CIRC. CULVERT. ':? IPLRNr1' G & DES E c C c)? mater U Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-5624567 Fax: 727-5624865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans ? SUBMIT APPLICATION FEE $ DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: EAST: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION pry Infll Redevelopment Project (Revised 04-05-05) PLEASE TYPE OR PRINT- 0 R'l C Is IN' A[' - A. AF'1'11-I(:AN 1, I-KUI'tK I Y UWNtK ANU AGtN 1 INFUKMA I IUN: (coae ,ectlon 4-ZUZ.A) APPLICANT NAME: GFB Development, LLC. MAILING ADDRESS: 4208 W. Corona Street. Tampa, Florida 33629 PHONE NUMBER: 813-786-8087 FAX NUMBER: 813-805-7283 PROPERTY OWNER(S): 125 Island Way - Miriam L. Cebula (owner) 143 Island Way - Harley P. & Sharon R. Evans (owner) (Must include ALL owners as listed on the deed - provide original signature(s) on page 6) AGENT NAME: Mr. Frank Salvo and/or Greg Singleton, GFB Development, LLC MAILING ADDRESS: 4208 W. Corona Street, Tampa, Florida 33629 PHONE NUMBER: 813-786-8087 FAX NUMBER: 813-805-7283 B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) 0 t STREET ADDRESS of subject site: 125&143 Island Wat UU1 3 0 1 LEGAL DESCRIPTION: (see attached site plans and surveys) CEP 2005 (if not listed here, please note the location of this document in the submittal) PARCEL NUMBER: 08/29/15/43326/000/0050 & 08/29/15/43326/000/0040 PLANNING $ ( '? i_t,;r rrl; ;;.I SVGS PARCEL SIZE: 39,484 square feet, 0.91 acres (acres, square feet) PROPOSED USE(S), SIZE(S) AND VALUE OF PROJECT: 27 condominiums residential dwelling units which will be collectively valued at $25,000,000 after substantial investment by the developer. (number of dwelling units, hotel rooms or square footage of nonresidential us DESCRIPTION OF REQUEST(S): Attach sheets and be specific when identifying the request (include all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) 27 residential condominium units to include an increase to the height of the parapet wall from 30 inches to 90 inches, a reduction to the front (west) setback from 15 feet to 13 feet (to pavement), a reduction to the rear (east) setback from 20 feet to 17 feet (to pool) and 0 feet (to pool deck), and a reduction to the side (north) setback from 10 feet to 4 feet (to pavement). Height 79.30'. Paoe 1 of 7 - Flexible Development Comprehensive Infill Redevelooment Application 2005- Citv of Clearwater Attachment "A"' OR i G It N A 2. Height: a. The increased height results in an improved site plan, landscaping areas in excess of the minimum required and/or improved design and appearance-, The height proposed allows for construction of the 27 units allowed in a configuration that provides for recreational facilities on the site and sufficient open space to provide landscaping as required to build a quality residential project. In addition, this property is subject to a FEMA flood zone. Because of this flood zone the living units will be constructed over the proposed parking. b. The increased height will not reduce the vertical component of the view from a parcel of land which is designated as low density residential in the Zoning Atlas. No views of any low density residential property are affected. C. The height may exceed 80 feet if the parcel proposed for development fronts on Clearwater Bay or is only separated from Clearwater Bay by a public open space. This property does not meet the requirements of proximity to Clearwater Bay, therefore, the proposed building height does not exceed the 80'requirement. 3. The parcel proposed for development is not contiguous to a parcel of land which is designated as low density residential in the Zoning Atlas, This property is not adjacent to any property designated as low density residential in the Zoning Atlas. 4. Off-street parking is screened from adjacent parcels of land and any adjacent street by a landscaped wall or fence of at least four feet in height; All parking is proposed to be screened from the road. 5. All waste disposal containers which serve the proposed use are located within a landscaped enclosed structure. Rollout dumpsters are proposed. All dumpsters will be housed inside the building. K-p R _Uo PLANNING &0FDEVELOPf tot;n??T SVCS• 0 0-RiGINALl- DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO _x_ (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) ? SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) O Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. Island Estates is characterized by condominium develooments of similar size. heioht and density. The nrooosei 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. This development will remove two older dilapidated structures and will enhance the value of the adjacent properties that have already been developed. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. There are no health or safety issues associated with this proposed residential structure. 4. The proposed development is designed to minimize traffic congestion. This proposed development is entirely residential and is de minimus in nature. Only 27 units are proposed and these will replace 14 existing units. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. Island Estates is characterized by condominium developments of similar size, height and density. The proposed building conforms with the nature of the immediate community. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The building design is architecturally attractive and is entirely residential. Acoustic, olfactory, and impacts due to hours of operation are not anticipated. 0 Provide complete responses to the ten (10) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA (as applicable) - Explain how each criteria is achieved in detail: Page 2 of 7 - Flexible Development Comprehensive Infill Redevelopment Application 2005- City of Clearwater EP Uq 20:5 S 33 - -q 7203' .. Q- CIF 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, intensity and 2. The development of the parcel proposed foleelopment as a comprehensive infill redevelopment * or residential infill project will not reduce the fair market value of abutting properties. (include the existing value of the site and the proposed value of the site with the improvements.) The fair market value ORIGINAL 3. The uses within the comprehensive infill redevelopment project are otherwise permitted in the City of Clearwater. The proposed use as a condominium Is a permitted use. 4. The uses or mix of use within the comprehensive infill redevelopment project are compatible with adjacent land uses. Th ' ® u e s a condominium is Compatible with adjacent land uses which is multifamily, high density residential. X31 i Pike`,-., (,;Z .._ E SVC;?I Suitable sites for development or redevelopment of the uses or mix of uses within the comprehensive infill redevelopment 1 j c1 ?4e-not.Qthgnrvise .` f available in the city of Clearwater. Suitable waterfront sites are limited resources that need to be developed to their highest and best use.- 6. The development of the parcel proposed for development as a comprehensive infill redevelopment project will upgrade the immediate vicinity of the parcel proposed for development The proposed use as a condominium will upgrade the immediate vicinity of this proiect by providing ultra 7. The design of the proposed comprehensive infill redevelopment project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The proiects design enhances the community by 8. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The projects design enhances the community by several Adequate off-street parking in the immediate vicinity according to the shared parking formula in Division 14 of Article 3 will be available to avoid on-street parking in the immediate vicinity of parcel proposed for development. Adequate parking for residents is accommodated as VP discussed in Item #1 above. This will delete any necessity for street parking. The design of all buildings complies with the Tourist District or Downtown District design guidelines in Division 5 of Article 3 (as applicable). Use separate sheets as necessary. The design of this proiect follows the Tourist District design guidelines by the building's placement, Estates, minimizing the impact of its development. Pana I of 7 - Flavihla navalnnmanf r:mmnmhaneiva Infll Parlavainnmant Gnnlinatinn onnA_ f'ihi of rlaanuatar E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criti Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that in, addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. If a plan is not required, the narrative shall provide an explanation as to why the site is ORIGINAL © At a minimum, the STORMWATER PLAN shall include the following: Existing topography extending 50 feet beyond all property lines; Proposed grading including finished floor elevations of all structures; All adjacent streets and municipal storm systems; Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ® Ac dgement of stormwater plan requirements (Applicant must initial one of the following): Stormwater plan as noted above is included provided. Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. ® SIGNED AND SEALED SURVEY (including legal description of property) -One original and 14 copies; © TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) - 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; Not Applicable - Residential © GRADING PLAN, as applicable; ? N./A PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); CONDOMINIUM ? WA COPY OF RECORDED PLAT, as applicable; CONDOMINIUM ® SITE PLAN with the following information (not to exceed 24" x 36"): All dimensions; D ? North arrow, U C? ? t Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; It Location map; fit Index sheet referencing individual sheets included in package; .. , , 3 2 f 11 Footprint and size of all EXISTING buildings and structures; ?JJ ' Footprint and size of all PROPOSED buildings and structures; PLAW. -? ; All required setbacks; td7cy ', All existing and proposed points of access; All required sight triangles; { Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; Page 4 of 7 - Flexible Development Comprehensive Infill Redevelopment Application 2005- City of Clearwater Location of all street rights-of-way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per Section 3- 201(D)(i) and Index #701); Location of all landscape material; Location of all onsite and offsite storm-water management facilities; Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. ORIGINAL ® 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; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; Size and species of all landscape material; Official records book and page numbers of all existing utility easement; Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. O ??„ M -b U © REDUCED SITE PLAN to scale (8'/z X 11) and color rendering if possible ' +? N/A FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: U aJ ?j? J? One-foot contours or spot elevations on site; L Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All L open space areas; PLANNING 8, DELI--- -? Location of all earth or water retaining walls and earth berms; - -• - CITY Q!` EL V %jr- 41 Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) © LANDSCAPE PLAN: All existing and proposed structures; Names of abutting streets; Drainage 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 landscaping islands and curbing; Proposed and required parking spaces; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (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 landscape materials, including botanical and common names; Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; N/A Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. D REDUCED LANDSCAPE PLAN to scale (8 %X 11) (color rendering if possible); 0 IRRIGATION PLAN (required for level two and three approval); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. Page 5 of 7 - Flexible Development Comprehensive Infill Redevelopment Application 2005- City of Clearwater a AFFIDAVIT TO AUTHORIZE AGENT: 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): M /R (-FM G. CC-HULA - 125 -TJ'L,gNp WAY 2. That this property constitutes the property for which a request for a: (describe request) 5 tTE P+rAIJ /fftoVAL 4 m D ! &1-6tft ttj t;K&Aa To 711-q7 3. That the undersigned (has/have) appointed and (does/do) appoint: rv` Q • FR RN P- SALV 0 • G E6 D6V ELoPMC-rJL Q-C- 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 site 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 correct. v Property Owner STATE OF COUNTY OF G? afore me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this JLJ 1ULy , 2005 personally appeared M18!AM L. ICEbuL.4 H Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. -4001 My Commission Expires: NOTARY PUBLIC I W Liwinnett County, Georgia S. Ranning DepartmentlApplication Formsldevelopment reviewiflexible development application 2005.doc >00 `-' day of first duly swom p ??I uy [I SE? 3 26035 PLANNING & DEVI*I "' NT SM . CITY OF Page 6 of 6 - Flexible Development Application 2005- City of Clearwater AFFIDA ?WOA/ X. E'V, (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): i43 Zr -*V o WAY 2. That this property constitutes the property for which a request for a: (describe request) SE To 7M 3. That the undersigned (has/have) appointed and (does/do) appoint: - MJ`?• F rl N K SA'LV © 9FB DC-j1 AP,wh.r LI r 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 site 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 (1/we), the undersigned authority, hereby certify that the forgoing is trup and Property Owner COUNTY OF Pf #ttt*S Property Owner STATE OF ' 1-1"'Ley' Ejefbre me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this L . 2o 0i5 personally appeared #fAA 66 p, *.(` A ,CVus Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. yw: STEPHANIE D. U4fnsN J t ; 1M ITARY PUBLIC " . 'E OF NEVADA I My Commission Expi 'PT. No. 91-2737-' • "` "T EXPIRE -An.P. 1, 2008 S: IPlann/ng DepartmentlApptication Formsidevelopment reviewiflexible development application 2005.doc D SEP -4 'CANNING o DF R .-..j. c __ CCTV f r:? ` • .?;, ? ?'? ? ?`??., Page 6 of 6 - Flexible Development Application 2005- City of Clearwater /Y n n day of I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part of Comprehensive Infill Redevelopment Project or a Residential Infill Project. ® BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials; 0 R I G I IN!'A L, © REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8'/: X 11) (black and white and color rendering, if J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) ? All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ? Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8'h X 11) (color), if submitting Comprehensive Sign Program application. K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) ? Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. ? Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs a ch turning movement at all intersections identified in the Scoping Meeting. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. L. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. ~?1 11-5 SignatUe of prope owner or repres t r% Traffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this 30f?7 day 5C' tem -er_ A. D. 20 OS to me and/or 2 ih (e bv who is personally known has pro Flo C n Jars ) iee_ n Sf- as identification. Notary public, My commission expires: J L.fT._,._.._. ?.... - _..i _.? 7 Katherine L Naranjo MY COMMISSION # DD124979 EXPIRES PLANNING CITY (: P July 21, 2006 'ofFd' BONDED THRU TROY FAIN INSURANCE, INC AFFIDAVITTO AUTHORIZE C (Names of all property owners on deed - please PRINT full names) 1. That (I anVwe are) the owner(s) and record title holder(s) of the following described property (address or general location): 4 Q 2. That this property constitutes the property for which a request for a: (describe request) S I MP-ANIALe AAA-0 T ,VC4C170). 9?i - { 3. That the undersigned (has/have) appointed and (does/do) appoint ?' 49e(v $146ce'7'? 1-- 6'0 ? Lpyr 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 site 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 (Itwe). the undersigned authority, hereby certify that the foregoing is true and Property Owner OFFICIAL SEAL PW' 1K,P. AWEL Pro r 4; 2 Property Owner Property Owner . 0V COUNTY OF, ?1-A STATE OF W, Be ore me the undersigned an officer duly commissioned byre laws of tht S e of FlefWa-.on . ---- - personally appeared -iJLL reV "aNrL4 + Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. My Commission Expires: W - 2 " Z I I g been first duly sworn day of S'Oanning Doparbnenttappiicabw Fomtsldevalop»ant mviewftxible davakprnent mmpahenslve krl>il redevokpinent apprrcahan 2005.doc Page 7 of 7 - Flexible Development Comprehensive Infill Redevelopment Application 2005. City of Clearwater AFFIDAVIT TO AUTHORIZE AGE Cam. ' (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): .,I 1;44 -. L. - 'd-4.:. i1uf.?,i"l' - 2. That this property constitutes the property for which a request for a: (describe request) bra, PLzw C,'"hT f 3 `c `'j. t 3. That the undersigned (has/have) appointed and (does/do) appoint= =" Lt-L go !;' t s , i +4f L rN / rJO J a -=L'f4 } r lF , as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; a. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 5. That site 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 correct. Property Owner Property Owner Property Owner Property Owner ?BrA, 6- ? ? . COUNTY OF?(,',/Jt( STATE OF 6sfor me the under an officer duty commissioned by theIa o the State ot?{etrr s n this day of -.r ? .'?yersonall appeared " r x ? rl Y who having been first duty sworn Deposes dnd s y ftt t Wshe fujlyrgnderstands the contents of the affidavit that nelshe signed ?-? •r' L Notary Public My Cohimr5sipr.Fxpi: ! P'? bf &Ranning Depadmen&4pplicafran Fom>sideveiopment reviawWexible development comprehensive lnhti rode vskp uint application 2005.doc Page 7 of 7 - Flexible Development Comprehensive Infill Redevelopment Application 2005- City of Clearwater ORIGINAL FLD2005-07062 143 ISLAND WAY Date Received: 07/01/200V ISLAND ESTATES ZONING DISTRICT: IEOD LAND USE: RH ATLAS PAGE: 267B PLANNER OF RECORD: R -T ?'nf ' ._ s ,j fyc CLWCoverSheet • • 1 e I V O 8 B B 8 B B 8 _,o I fill a. flt - 0 o - ax D +t i ? f r 9 3 9 2 3 ' PLAN I E D?£P ISLAND ESTATES =' °D o 4 ' a GFB DEVELOPMENT ?$ o mum Q pa CLEARWATER, FLORIDA $ I . 0 m I I I I I I I ?jy pap r It"ij (F) (D O O O 00 Q • C IEL EE EE FTT 7, M ®® m a m-K , rs ea ad -a .Rr. --------- b . i M ROtlt aa Aff. ED ED X SiM ROYt NORTH ELEVATION D ecue. Ile - Vd Q F- 0 (!}Z? O Qau- w O Ww ZWa U) mw U ?-,piHM'A??RPFOV! Were war, As worm A202 Nglw Ebvrm O O O O O O O C,) !%5ST ELEVATION O LEST ELEVATION GARAGES 2 Im - ,•_v O W E EV-AoTION GARAGES /r. 1 - Q ?O (n z Q a 2 o O wWw F-- Zo LDmQ OW v ?^!_aumu?n aw?nuaRi+n. ??nu ..m?iwias u°'°°iw?mxm.rHB. 0 wroac ww mmaoo dui m:. eot wu os-oe-ro xuee ^/ ?s ¦onn X03 wei Er.aam . - -, C •v Irmo rlmt ? .Itl tl v sccaro raaeK ceouKO flmll O O O O EASTEVAATION il T- I L m?xv NAmE --l L- M?CT NAME LEST ELEVATION WALUMNAGE 2 I.s- . r-c OOOOOOOOOOOOC 001101300000000 :C?$8988CC:$S ............. ............. BESS0L0 DE R IN . ....t....ittill mnw m mn ttttttttttttt `/? C VJ z cr- 0 Q ^W 2 -1 1_ O Cl) _j W W W 0 W Q Cn m o w J U lilCs odL' PROFESSIOWJ $M ?:uw .+u rcunnm rwotcr rr?,., mme.oo ar.Nl en ez OSOtY O+[... Ka.' W2 ..Oh00-% SCNe+ a eellD A204 Eat q?wMr ISLAND ESTATES CONDOMINIUM 125 / 143 Island Way Clearwater, Florida ?+ v ti ?I C/ E C7 u CJ j yv Z t?. C ? 2 z ?'I wd o® Uy ?2 Wm 3 JUNE 29, 2005 BDG PROJECT NUMBER: 05018 00 . U? CLIENT REP ARCHITECT STRUCTURAL ENGINEER MECHANICAL & PLUMBING ENGINEER ELECTRICAL ENGINEER w GFB DEVELOPMENT, LLC. BESSOLO DESIGN GROUP, I NC. KEM ENGINEERS, INC. KEM ENGINEERS, INC. KEM ENGINEERS, INC. LL 2152 14TH CIRCLE NORTH 556 CENTRAL AVE. 556 CENTRAL AVE. 556 CENTRAL AVE. 556 CENTRAL AVE. ST. PETERSBURG, FL. 33713 ST. PETERSBURG, FL 33701 ST. PETERSBURG, FL 33701 ST. PETERSBURG, FL 33701 ST. PETERSBURG, FL 33701 p 8 PH# 727-321-8111 727.894.4453 727.894.4668 727.894.4668 727.894.4668 00 O? CONTACT: CONTACT: CONTACT: CONTACT: CONTACT: O FRANK SALVO KEVIN BESSOLO, AR #12069 WARNER CHANG, PE #56823 B.S. REED, PE #60228 BERNARD KAZMIERSKI, PE M O W ? ' am 0 0 0 0 0 0 0 General Notes Abbreviations L w M.q a w rrtr mlir,r f r ayt b w o.brrrw r w pL ? r M P?rW?yp??Re??AMS rw?M?r?r??Yr?! ?w ? w? r? #rrwMF b/na d d le ,NW AM MM. 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Watl lrrer m r?AF m r mwrn y. re? slsrr a brna+a r w r.Yr aro.ao +LOA nb? ? w Ir?aLrW ? m C1r 7fb. =W ba b F?e?Lr b ?yba Sys{ W e mFydMM r Fl n = tIM iL aiY aae re w N wn .? .9' O+IM ?ryr?rr rIr a .?y br w aarresrF m .r.Il b kerL b w .JIrR d d? rlr? artr k bb Ir Y ? OLwrh?l Orbrr G wti WL .. F F F 1 " L baeb b a®ds Me b d • rb?rr wA bd-k. Ya d.. rm.onW?i? rmmWr tW .r "bs bar Cr Q?Mwb tlOIR 07p a1 UI/?d q w 4 dF brr/ W u•C. Lt,rele CeIA NL.4 KFM. dnr rtlw Aill4 U114 Mrf C r • oa M7r .a. ar.r.r m r.. Calm m pq.e d aYMNate Io?M?y?by? blal m ^.rr ar. wr aoaa bNe m ar ? M deelm w b Wriw w wrYLOlr m b ? mmrr Baer w .aeLar er.o amaaLrp 1n CL ? DLerlr o?r rmrb 0. !l? " ? p. IIa41.IL.r _ r r w° wibm' r W mem rrr bF? r° r ? ? ? a ? r gpw 0 Dbraq?ea LpW RI Cmr?wOmbwm ?r1YO grnr r NrA 13 qy p? pyr P PVC = P. b! py ? a". rapwaab.Ar Materials in Plan o?ir a a an o.?r n ? ab d°r ea/orLrr w P-A m e a d raa Ae1a • e. . aeaaj ® error. (»rrar.4 M t i l i El i F Dear = pow a er a s n evat on m on A6 areMrp Fates. p rt Mr- M y r! Ilsr r _ AOLLM yy W Materials in Section AN ~ ra ?m ®? ? ®? ? . i r asbr L ? ??Ar ®b? Id lbea S M NM L_ A 0. p rwrr 1?.ar1 Rey m a y Rlr Rrr? ? C?arrb w ®Wkk L LS t?L'.?.r.:r:.:..:J?rF° rr ® rnLF o?ppp r ??rF/pFrrrM '? cps q d lulw= ®Yr+ Ooaa arW -rMd 9t• . er Rrr TM ?Y ?Uau IaFr aaaJ Ob a orb ? LL U. ®Aaaatlq w ®Iri.l aft ?r Iy I I ? X? UAL ?r I - aLaw ?e1Fa 9e wr. L..ai R E W IbrbL Nr Au r - i r+A w nosh ypp LYr?ry AI 1O RL ? h-t ? A ? e? AIIDIas r uppL POff_Ir1 sir u AII,_ _ AM M R ? R L. AM ? w a>I•?taair s fi.r r?.O General Inbm bw eM Dmu-nl OrpaYZ- aO00°m? lama M Dr lnpa ?.raro.P aa?e.m? Fro?rr drrr DMI Dravbn t Amlrlee Dm In1IF emp co eFr Fw m? FmrFin Inrrlor SVUCWreI DrevirrpF 6vucWrel PmlTwlan Orewl Ebcaiml DravYyp ®-DrewNpF rffmn mmn OR, Phase / Architectural Delta Legend 5" mu / p00t/IIOM eeR 6118 a IB er. enact ? oee? F?rln)1 raFEaF r/? N? 0. U) W z Q Q O W W W 0 W Q U)mW J U PROFESSIONAL SEAL .y. ?IFARCNIF.9.SLQNREMa 4xA-Fi?.Fmw xo o?°n!?°f.".eaa ry? aeaa efnrnv ....................................... .m.aJAM ............. A!?. om®mn ...... x P.! R........... Tt". ........... .W.M.. G001 .................................. IMex 8 Oenarel Inbnretlon PAN ,G CKcUl "T s O * * a, Wnc[s 0 Ili . I' III ? <?° Ik I ?. 4 I In n it >° II I III . i >' o o JI a L I. _ J ? d `?°? I I I I I ` o I I ? I I I, ?7 ? I ?I I I m "??? I ?I ?? I I I I I ,? I ,? I I ,J I I I I I c .3 ? „, I I ?? ;; f 1 Z c= I a . n' o' (D cl I I I . O O O O 0 0 0 ORIGINAi. MFAC C ATI S L^J V V ?lo »4 I ---- ---- -i- - - - _? I - - - - - - - - - - - - --------- ------------ ,AM I 1------- ??- II II O f + ------ O I-+ ---- ? p a 9 b R e FLOOR PLAN • SECOND FLOOR 9 srXC , -r-r a? ORIGINAL O ---------------A O 1 I i ® 1 ' o i- - - - -- -- T - - ??" ---------------- I I _? I I I I utw I I I I l- --- - ?z?....--- I----------------- I II D fir)PD?o7 w-r 7 0 Cc Cod n Cl) n n II 0, f? PLAN-16G-8 DEVELOPI''t'-N SVG - CITY of G t £. O O O \ 1? / OE ( OC OH AREA CALCULATIONS O O O `li'?-C M-Y J•-6 se•-n' u•b` rvs' w•s`-?T «.nr,.a«cuArox '? ? ? I I u«I? , , I I I I u«In ?? I I I u«?c O u«io zaeer _-_ _ _-_-_-_-_-_-_-_-. I 1f p ,N full O - - ..- - ------" aasEn I i srAn t yLTM u IT ..................? I I I I I- I I U II ? ' I I I I I C TM 115gC . 1 t-1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 10'-J'-? I L Y-4 HDROON J I N Uflj ~ M 6 ---- ------- ----- a I I'` A„ Do- _-_-_ _-_-_-_- 2 1Y . tY? O GIIYn i w - S eLmmY n, JI J10R. 0 16'i'.• -1C I BAnI J •? SIUt l.._.... ?1 I 1 I ? ,JdET O11RY 1,??p/,, i ............. I 'F. ,E'-f . IS 1 I - W4?A I I g I IEft S-J'. , 4 J ' AC ® I o eAn L_ I ..... I I I I - O --- ----- - - -- _I ----------------. - I I e' ' I I I ' II - - - - - - _ - _ - - - - - - - . ? I II I I U V, Btl i M-V i 6-R i ]8'd i i sYd i 1S-O 6'd ei FLOOR PLAN -THIRD THROUGH SEVENTH FLOORS 14'd q- ,fly nn+?F JfA L , _T_pA .? y Lt,vJ O 0 0 0 U) Z QUO LJL O j Of W W W ZwQ U) Co LL < W ?U PROFESSIONAL SEAL 0 ??//??C4FJJ!w`AIFfl?AW!FIlFMIJ refl wF"a?uwc?«? e -a. ,J[f11m ae we ( ' A103 .................................. Fbor Plan LP & I}E ?'N i ORIGINAi- QTY OF LR 0 R; G! N A 1?- MEN C CULAT.ONS O O O /1 O O O O O O O -II a BAM r,?,,] y O - - - - - - - - - - - - ia b® ,ta . u• a C?. _ 7 I a? it. r ?._.. . eN ' na?x ? `- } - - - - - - - - - - - - '2e I I I I ?TMI i pp I - . r-Y ---? -1 - - - I ,- ------ - -___ - - , . I I II , u•_Y . Y -: l j III l ! II air l i x. { i ti, l X160 P I.. I I ?'a b® I I ? I l ¦nr O I eN,l, i ,rte , ? ? O o ----- - - - - - - - - - - - - - - - --- - i 6 O --- -----+ -1------------ ? I II I I g8 I I I I D R e FLOOR PLAN - EIGHTH FLOOR / PENTHOUSE t 'r-r r-r ire I uI n-a ,r-r 6'-r tl ,a - O O s.. aS i- T• •? 000000000000 000000000.000?p0 a ?C ?o. .? 0SUg? ............. ............. BESSOLO DESIGN GROUP, INC. r mnNeaem ............. Q 0 cn z 0? Q2O f 0 O LLILjLU Z LLJ Q W v' co L LI LL < J U moo ssloN SFl1 44k?N,ta 1RpJINthFtlle Q.. . a . .......... . .... scar, Al 04 .................................. E4?M Floor Plan 6 s 6 j! ?g tl O 0 O 0 O 0 0 0 00 ------ II ------ ------ II I I- I _ ------ II O ---------------+- 0 O ------ H 0 I I I ? I ?-•-- II I I aao iyme wlr - crs o. r,\o - a?ir„ =n?.e\ocoia e... u?.. a m. .? ! \ _ - _ - _ - _ - _ _ _ - _ - ?_ _-_ - _ - _ I I I I I I ?; II I I I II p 00 I -_-_-_-_-_-_--_-_ o I i I I - - - - - - - - - - - - - - - - - 0 PIA c'ITY ---------- 0 n ^^^- _1' Ri ? S E l v/ A? ^ z Q2-j a- LL 0 U) _j W w w ZwQ J ° ry ?mw J U PR?PESSI?NAL SEAL 0 Pllo[L? IW molwao o?m............ osa?m., SINE ?s Nun?_ 5- 1 Rml Plan ORIGINAL, Q o 0 t6d U'-O' tY_e' ,Y_d Y r H • d ?1N?? ??m ?, ? N?a„ lC.aue Al ORIGINAL II I I p:« 11?, ,tl - - ?`- . I I I IIII?IlI?1>?Uld I I u l ?'I ? ? IIIIIIIII? Q m , m II ? I'I I ®I 1 C l LL1 .S s lucco IY I P , - 1-111) 51 ,cco UI'I N I ? "l I L? UI+'1 N 1 UI'I N I UI?I N I I? I I I I I I I I I?, O SOUTH ELEVATION 7 .we: ie .. u ORIGINAL Lip [a_ ,? caw ' I I !; I I ) ' I 1 I) ? 13 i l ,Is -, -- - 1 42' At ItAll- ?11 Y I ? W W I i? -Wt °I w ?I I I W W Im i f ?I IILI It001 ('I"'W11'-..III II - TI III m ? i., ? F Iln?l litl<x)Ili ?All<In In1?N?.N1/11 1111 nANi ()I? I (H'IN ()I?IN IN _ ICq Wqx o i6h I I IN (ll' `PIII ,ca al ?I I f? I I - ICUf pl • 1 w-II I u x V I i I I I I"x?`' I I I i I I I I Y r O NLORTH ELEVATION /W . 1 u ? H ; I I ??r,.I I,L rr I ?]INrvili li Wr l' Yxrl? IIUtMr S Vila lei li lxxr i Wirier riIXM1 ? ? ?,rW?l, I I?,I 1 A-q a cv B di.i. , cf) z'? zia ORIGINAL s mcco 11131121;1 ASS -- 41` Al IIM. IIAII- 1111 1-, i i WEST ELEVATION 11n- _ I a 1111 II?U I ? T 1 .1.1 .s AIUM. CA11AC1 UOUIt /V.I III II II II ?? II II II II II II 11 II I O EAST ELEVATION GARAGES I II II 11 II II IL II 11I II 11 I ¦.I II it II It II 1¦¦¦.I II I ¦¦1 II 111¦1 II L..1 II 1 ...¦.1 II.. L¦.¦1 L..1 II 1 ....... ..........ESSOLO... B DESIGN GROUP. INC. ¦¦¦¦¦¦¦¦¦¦¦¦¦ v / z O CL LL O LLJ LLJ LLJ Z ED Q Q 0 J co Fn LL LU J U PROFESSIONAL slA IrA???I= n Al ..It. A203 wet l b ,t w T T T T T I T NiC!NAL' i . I ? . ` " ! Qj AA I w LL?,? r?ss- i ]yalr ?uMUI ? i?uru?r i ?r ,?rrv, rvl 1, ,r, rvn, rr Hill 1111111- 1111ii? Pon 000, R I? I I??uN,1 nl 1 1--I ? I? ?? I-? -I R R R- - IIIIIIIII''IIJ ?, ).IIIIIIIIII IIIIII11 illlloillu "-' ?Ullsp?l?l _ Hill ' IIV VI?llllpl?llll?l I F , " , ? ? ? " ? it I I R? I I j I _-- -,- _I I I -_ hill pl II?u11111?91Vl?lllp ? "? u ? ? ? ? ? I?II?I fill IIII? ?I?IIllVIV?II IIpI??1J? I ? N ? ? ?" ? i III ?e v.1,, ,, rrl r in IT 1 ? - -ltn,I??? ?, 1°„; ?Illl I I III?IIU?I? I III11?1111? II I _ I I- w I IE - j- I?MMIt ll 1 1 1 1 1 ! I I- I, .1 AI luulu uul' u?ull? I I- I-1 Q Q UH i I- IIIIIIIIR? 1111(11 llll?gl?ll?l Jlpllllllll lilt ?1??11?IU1IUI1 MY I El IERE 11-11-1 A,l I II I I rI I ?? ?? ? I I I« I .l -I I F ?Il lllll ?? U H H ???11 r rv1, , , , ,rv . rvr Ar 1., 111111 I ?I' II Illlll? I ? ? H I--1 ?-? 1 ?--Ir I? i lmR u? Ilill? ?pllll?ll ??II ?l?l i II ?I mm?- IU 1-111I? I ll l n CAHACI (M'I N IU CANACI I I I I I I 11-1-1 r(- 1'ItU?ICI1NAMl\ I l.l.l .S SIUCW 11131.NCI ASS C(M UMN 9! ALUM. ItAl11NC -. . 01111 scol- slucco IELST ELEVATION O 1/n -I M O WEST ELEVATION WALUSIGNAGE OaAA.La )t eA Engineers - Surveyors - Planners National Society of Professional Engineers Florida Engineering Society American Society of Civil Engineers Florida Surveying and Mapping Society American Congress on Surveying and Mapping Institute of Transportation Engineers Florida Planning and Zoning Association National Association of Environmental Professionals Island Way Condominium ® Drainage Narrative: June 20, 2005 Revised September 29, 2005 This site is an upland land area adjacent to the intercoastal waterway. As such, the outfall is tidal and the property is exempt from any attenuation requirements. The system has been designed to provide water quality treatment for the first 3/4" of runoff (150% of the normal, first 1/2") because of the classification of the receiving waterway. There are no existing wetlands involved. The following drainage analysis is also shown of the submitted plans. DETENTION AREA DRAINAGE ANALYSIS Data: C?1?UVI15 1. Total Site Area =0.91 Acres 2. Total Drainage Area = 0.91 Acres 3. Proposed Stage Storage Data: E1.=2.50 = 367 S.F. E1.=5.00 = 1,744 S.F. [ !) H PLAN N1N .3 0: v: ; =1 SvCc. CITY 6F he detention system is designed to provide water quality treatment for the first 3/4" of run-off from the contributing drainage area. Attenuation is not required since the site has a direct outfall to The Gulf of Mexico. 0.91 Ac x 43,560 S.F. / Ac /12" /Ft. x 3/4" = 2,478 C.F. Storage required (2,638 C.F. Storage provided) Resultant water level = 5.00 Bleed down is accomplished through a filtration subdrain. t.h' =••' of •.'J Approved b o ?. • .w; 02 .0 0 0.7 Thomas G. J s 5 Florida Engineer's ffLicense ?No PF4? 41Its% 29228 U.S. Hwy. 19 North Pinellas: (727) 784-3965 Clearwater, Florida 33761 Pasco: (727) 842-7635 www.lbsonline.com Fax: (727) 784-8153 FILTER DRAWDOWN ANALYSIS (USING DARCEY'S LAW) WATER HEAD INCR TOTAL INCR DIST. HYD. AREA FLOW AVG. INCR LEVEL W/L TO HEAD VOLUME VOLUME FILTER GRAD. FILTER Q=KIA FLOW TIME IN C/L (FT) (CF) (CF) MEDIA I=H/TD A=LxW C:.F.H Q1+Q2/2 (^T) BASIN S/D (^H) (V) (^V) (FT) (SF) C- F.H (HOURS) 5 5 2477 2 2.5 368 4986.4 .5 744.92 4737.08 0.16 4.5 4.5 1732.1 2 2.25 368 4487.76 .5 620.16 4238.44 0.15 4 4 1111.9 2 2 368 3989.12 .5 495.4 3739.8 0.13 3.5 3.5 616.5 2 1.75 368 3490.48 .5 370.64 3241.16 0.11 3 3 245.9 2 1.5 368 2991.84 .5 245.88 2742.52 0.09 TOTAL TIME= .64 HOURS L.W.L. or BOTTOM ELEVATION= 2.5 Ft.-(N.G.V.D) FILTRATION STORAGE WATER LEVEL= 5 Ft.-(N.G.V.D.) AVERAGE CENTERLINE OF SUBDRAIN or CONTROL ELEVATION= 0 I.t.-(N.G.V.D.) WATER SURFACE AT L.W.L.= 367 S.F. WATER SURFACE AT FILT. WATER LEVEL= 1614.6 S.F. DRAINAGE AREA= .91 ACRES REQUIRED STORAGE VOLUME: .91 Ac.x43560 / 16 = 2477 CUBIC FEET 2477 CUBIC FEET - STORAGE AVAILABLE ? Z ?z D ? ? Q m t.? c u? n CD ?-9 J 0 0 0 Advanced Interconnected Channel & Pond Routing (adICPR Ver 1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST BASIN NAME DA NODE NAME DA UNIT HYDROGRAPH UH256 PEAKING FACTOR 256. RAINFALL FILE FLMOD "" R I G I RAIN AMOUNT (in) 9.00 0 STORM DURATION (hrs) 24.00 AREA (ac) .91 CURVE NUMBER 91.00 DCIA (%) .00 TC (mins) 10.00 LAG TIME (hrs) .00 BASIN STATUS ONSITE BASIN QMX (cfs) TMX (hrs) VOL (in) NOTES DA 4.73 12.04 7.91. p C?C0Cj?RF S. 9? 3 ZU15 , 1 FLAN CITY 4F E ` tai ), -, . : s t? SVC,"' Advanced Interconnc-d Channel & Pond Routing (adI* Ver 1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST ORIGINAL NODAL STAGE/VOLUME/FLOW REPORT ------------------------------ ------------------------------ NODE ID: DA <------- INFLOW ------->1 TIME STAGE VOLUME. RUNOFF OFFSITE OTHER OUTFLOW (hrs) -------- - (ft) ------- (af) -------- (cfs) -------- (cfs) -------- (cfs) -------- (cfs) -------- .00 2.50 .00 .00 .00 .00 .00 .25 2.50 .00 .00 .00 .00 .00 .50 2.50 .00 .00 .00 .00 .00 .75 2.50 .00 .00 .00 .00 .00 1.00 2.50 .00 .00 .00 .00 .00 1.25 2.50 .00 .00 .00 .00 .00 1.50 2.50 .00 .00 .00 .00 .00 1.75 2.50 .00 .00 .00 .00 .00 2.00 2.50 .00 .00 .00 .00 .00 2.25 2.50 .00 .01 .00 .00 .00 2.50 2.51 .00 .01 .00 .00 .00 2.75 2.53 .00 .02 .00 .00 .00 3.00 .2.54 .00 .02 .00 .00 .00 3.25 2.57 .00 .03 .00 .00 .00 3.50 2.60 .00 .04 .00 .00 .00 3.75 2.63 .00 .04 .00 .00 .00 4.00 2.67 .00 .05 .00 .00 .00 4.25 2.71 .00 .05 .00 .00 .00 4.50 2.77 .01 .06 .00 .00 .00 4.75 2.82 .01 .06 .00 .00 .00 5.00 2.88 .01 .07 .00 .00 .00 5.25 2.95 .01 .08 .00 .00 .00 5.50 3.02 .01 .08 .00 .00 .00 5.75 3.09 .01 .08 .00 .00 .00 6.00 3.17 .02 .09 .00 .00 .00 6.25 3.25 .02 .10 .00 .00 .00 6.50 3.34 .02 .11 .00 .00 .00 6.75 3.44 .02 .11 .00 .00 .00 7.00 3.55 .02 .12 .00 .00 .00 7.25 3.66 .03 .13 _ .00 .00 .00 7.50 3.78 .03 .14 .00 .00 .00 7.75 3.90 .03 .14 .00 .00 .00 8.00 4.03 .04 .15 .00 .00 .00 8.25 4.17 .04 .16. .00 .00 .00 8.50 4.32 .04 .17 .00 .00 .00 8.75. 4.49 .05 .20 .00 .00 .00 9.00 4.67 .05 .21 .00 .00 .00 9.25 4.86 .05 .22 .00 .00 .00 9.50 5.03 .06 .23 .00 .00 .19 9.75 5.04 .06 .26 .00 .00 .25 10.00 5.04 .06 .27 .00 .00 .27 10.25 5.05 .06 .32 .00 .00 .32 10.50 5.05 .06 .35 .00 .00 .35 10.75 5.05 .06 .42 .00 .00 .41 U UULg PLAi ?t c! Advanced Interconne6d Channel & Pond Routing (adI* Ver 1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST AL NODAL STAGE/VOLUME/FLOW REPORT NODE ID: DA j<------- INFLOW ------->1 TIME STAGE VOLUME RUNOFF OFFSITE OTHER OUTFLOW (hrs) ----- - (ft) ------- (af) -------- (cfs) -------- (cfs) -------- (cfs) -------- (cfs) -------- --- 11.00 5.06 .06 .46 .00 .00 .45 11.25 5.06 .06 .49 .00 .00 .49 11.50 5.08 .06 .80 .00 .00 .78 11.75 5.17 .06 2.41 .00 .00 2.32 12.00 5.27 .06 4.61 .00 .00 4.51 12.25 5.23 .06 3.47 .00 .00 3.53 12.50 5.16 .06 2.09 .00 .00 2.17 12.75 5.11 .06 1.15 .00 .00 1.21 13.00 5.08 .06 .70 .00 .00 .74 13.25 5.07 .06 .52 .00 .00 .54 13.50 5.06 .06 .47 .00 .00 .48 13.75 5.05 .06 .40 .00 .00 .41 14.00 5.05 .06 .37 .00 .00 .37 14.25 5.05 .06 .33 .00 .00 .34 14.50 5.05 .06 .32 .00 .00 .32 14.75 5.04 .06 .28` .00 .00 .29 15.00 5.04 ..06 .27 .00 .00 .27 15.25 5.04 .06 .25 .00 .00 .25 15.50 5.04 .06 .25 .00 .00 .25 15.75 5.04 ..06 .23 .00 .00 .23 16.00 5.04 .06 .22 .00 .00 .22 16.25 5.03 .06 .20 .00 .00 .20 16.50 5.03 .06 .20 .00 .00 .20 16.75 5.03 .06 .19 .00 .00 .19 17.00 5.03 .06 .18 .00 .00 .18 17.25 5.03 .06 .18 .00 .00 .18 17.50 5.03 .06 .18 .00 .00 .18 17.75 5.03 .06 .16 .00 .00 .16 18.00 5.03 .06 .15 .00 .00 .15 18.25 5.03 .06 .16 .00 .00 .16 18.50 5.03 .06 .16 .00 .00 .16 18.75 5.03 .06. .14 .00 .00 .15 19.00 5.03 .06 .14 .00 .00 .14 19.25 5.03 .06 .14 .00 .00 .14 19.50 5.03 .06 .14 .00 .00 .14 19.75 5.03 .06 .14 .00 .00 .14 20.00 5.03 .06 .13 .00 .00 .13 20.25 5.02 .06 .12 .00 .00 .12 20.50 5.02 .06 .12 .00 .00 .12 20.75 5.02 .06 .11 .00 .00 .12 21.00 5.02 .06 .11 .00 .00 .11 21.25 .5.02 .06 .11 .00 .00 .11 21.50 5.02 .06 .11 .00 .00 .11 21.75 5.02 .06 .11 .00 .00 .11 r'-7 D SHE' 3 0 2C'05 PLAN IN('- CUs w E_: F_ r. ' i avcs! Advanced Interconn#d Channel & Pond Routing (adI40 Ver 1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST ORIGI/V4 NODAL STAGE/VOLUME/FLOW REPORT NODE ID: DA j<------- INFLOW ------->1 TIME STAGE VOLUME RUNOFF OFFSITE OTHER OUTFLOW (hrs) - (ft) (af) ----- (cfs) -------- .(cfs) -------- (cfs) -------- (cfs) -------- ----- - --- 22.00 ------- 5.02 --- .06 .11 .00 .00 .11 22.25 5.02 .06 .11 .00 .00 .11 22.50 5.02 .06 .11 .00 .00 .11 22.75 5.02 .06 .10 .00 .00 .11 23.00 5.02 .06 .10 .00 .00 .10 23.25 5.02 .06 .10 .00 .00 .10 23.50 5.02 .06 .10 .00 .00 .10 23.75 5.02 .06 .09 .00 .00 .09 24.00 5.02 .06 .08 .00 .00 .08 PLANNING & DE'?4? fr,;? : s 1 SVCS CITY Or" C:1 Advanced InterconnWd Channel & Pond Routing (adI* Ver 1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST NODAL STAGE/VOLUME/FLOW REPORT ------------------------------ ------------------------------ NODE ID: GOM ORIGINAL j<------- INFLOW -- ----->1 TIME STAGE VOLUME RUNOFF OFFSITE OTHER OUTFLOW (hrs) - - (ft) ------- (af) -------- (cfs) -------- (cfs) -------- - (cfs) ------- (cfs) -------- ----- -- .00 1.50 .00 .00 .00 .00 .00 .25 1.50 .00 .00 .00 .00 .00 .50 1.50 .00 .00 .00 .00 .00 .75 1.50 .00 .00 .00 .00 .00 1.00 1.50 .00 .00 .00 .00 .00 1.25 1.50 .00 .00 .00 .00 .00 1.50 1.50 .00 .00 .00 .00 .00 1.75 1.50 .00 .00 .00 .00 .00 2.00 1.50 .00 .00 .00 .00 .00 2.25 1.50 .00 .00 .00 .00 .00 250 1.50 .00 .00 .00 .00 .00 2.75 1.50 .00 .00 .00 .00 .00 3.00 1.50 .00 .00 .00 .00 .00 3.25 1.50 .00 .00 .00 .00 .00 3.50 1.50 .00 .00 .00 .00 .00 3.75 1.50 .00 .00 .00 .00 .00 4.00 1.50 .00 .00 .00 .00 .00 4.25 1.50 .00 .00 .00 .00 .00 4.50 1.50 .00 .00 .00 .00 .00 4.75 1.50 .00 .00 .00 .00 .00 5.00 1.50 .00 .00 .00. .00 .00 5.25 1.50 .00 .00 .00 .00 .00 5.50 1.50 .00 .00 .00 .00 .00 5.75 1.50 .00 .00 .00 .00 .00 6.00 1.50 .00 .00 .00 .00 .00 6.25 1.50 .00 .00 .00 .00 .00 6.50 1.50 .00 .00 .00 .00 .00 6.75 1.50 .00 .00 .00 .00 .00 7.00 1.50 00 .00 .00 .00 .00 7.25 1.50 .00 .00 .00 .00 .00 7.50 1.50 .00 .00 .00 .00 .00 7.75 1.50 .00 .00 .00 .00 .00 8.00 1.50 .00 .00 .00 .00 .00 8.25 1.50 .00 .00 .00 .00 .00 8.50 1.50 .00 .00 .00 .00 .00 8.75 1.50 .00 .00 .00 00 .00 9.00 1.50 .00 .00 .00 .00 .00 9.25 1.50 .00 .00 .00 .00 .00 9.50 1.50 .00 .00 .00 .19 .00 9.75 1.50 .01 .00 .00 .25 .00 10.00 1.50 .01 .00 .00 .27 .00 10.25 1.50 .02 .00 .00 .32 .00 10.50 1.50 .02 .00 .00 .35 .00 10.75 1.50 .03 .00 .00 .41 .00 TIMM, :-F,P3.120;5 PLA.,Pf C41 Advanced InterconnE*d Channel & Pond Routing (adI* Ver 1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST 0 R INA L NODAL STAGE/VOLUME/FLOW REPORT ------------------------------ ------------------------------ NODE ID: GOM TIME STAGE VOLUME RUNOFF (hrs) -------- -- (ft) ------ (af) -------- (cfs) -------- 11.00 1.50 .04 .00 11.25 1.50 .05 .00 11.50 1.50 .06 .00 11.75 1.50 .09 .00 12.00 1.50 .16 .00 12.25 1.50 .25 .00 12.50 1.50 .31 .00 12.75 1.50 .34 .00 13.00 1.50 .36 .00 13.25 1.50 .38 .00 13.50 1.50 .39 .00 13.75 1.50 .40 .00 14.00 1.50 .40 .00 14.25 1.50 .41 .00 14.50 1.50 .42 .00 14.75 1.50 .42 .00 15.00 1.50 .43 .00 15.25 1.50 .43 .00 15.50 1.50 .44 .00 15.75 .1.50 .44 .00 16.00 1.50 .45 .00 16.25 1.50 .45 .00 16.50 1.50 .46 .00 16.75 1.50 .46 .00 17.00 1.50 .47 .00 17.25 1.50 .47 .00 17.50 1.50 .47 .00 17.75 1.50 .48 .00 18.00 1.50 .48 .00 18.25 1.50 .48 .00 18.50 1.50 .49 .00 18.75 1.50 .49 .00 19.00 1.50 .49 .00 19.25 1.50 .50 .00 19.50 1.50 50 .00 19.75 1.50 .50 .00 20.00 1.50 .50 .00 20.25 1.50 .51 .00 20.50 1.50 .51 .00 20.75 1.50 .51 .00, 21.00 1.50 .51 .00 21.25 1.50 .52 .00 21.50 1..50 .52 .00 21.75 1.50 .52 .00 INFLOW ------->1 OFFSITE OTHER OUTFLOW (cfs) ------- (cfs) -------- (cfs) -------- .00 .45 .00 .00 .49 .00 .00 .78 .00 .00 2.32 .00 .00 4.51 .00 .00 3.53 .00 .00 2.17 .00 .00 1.21 .00 .00 .74 .00 .00 .54 .00 .00 .48 .00 .00 .41 .00 .00 .37 .00 .00 .34 .00 .00 .32 .00 .00 .29 .00 .00 .27 .00 .00 .25 .00 .00 .25 .00 .00 .23 .00 .00 .22 .00 .00 .20 .00 .00 .20 .00 .00 .19 .00 .00 .18 .00 .00 .18 .00 .00 .18 .00 .00 .16 ..00 .00 .15 .00 .00 .16 .00 .00 .16 .00 .00 .15 .00 .00 .14 .00 .00 .14 .00 .00 .14 .00 .00 .14 .00 .00 .13 .00 .00 .12 .00 .00 .12 .00 .00 .12 .00 .00 .11 .00 .00 .11 .00 .00 .11 .00 .00 .11 .00 I? L -L; ULsu T U ? . r 7SF? 2t",35 Advanced Interconnoed Channel & Pond Routing (adI0 Ver 1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST ORIGINAL, NODAL STAGE/VOLUME/FLOW REPORT NODE ID: GOM j<------- INFLOW ------->1 TIME STAGE VOLUME RUNOFF OFFSITE OTHER OUTFLOW (hrs) -------- --- (ft) ------ (af) -------- (cfs) -------- (cfs) -------- (cfs)' -------- (cfs) -------- 22.00 1.50 .52 .00 .00 .11 .00 22.25 1.50 .53 .00 .00 .11 .00 22.50 1.50 .53 .00 .00 .11 .00 22.75 1.50 .53 .00 .00 .11- .00 23.00 1.50 .53 .00 .00 .10 .00 23.25 1.50 .53 .00 .00 .10 .00 23.50 1.50 .54 .00 .00 .10 .00 23.75 1.50 .54 .00 .00 .09 .00 24.00 1.50 .54 .00 .00 .08 .00 T UULC 24Jj i PLANS L"? Ca Advanced Interconnod Channel & Pond Routing (adI* Ver 1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST CONTROL PARAMETERS ---------------- START TIME: .00 END TIME: 24.00 TO TIME SIMULATION INC PRINT INC (hours) (secs) (mins) ------- -------------- - --------- 100.00 1.00 15.00 RUNOFF HYDROGRAPH FILE: DEFAULT OFFSITE HYDROGRAPH FILE: DEFAULT BOUNDARY DATABASE FILE: NONE NOTE: ORIGINAL pt"i * Advanced Interconn*d Channel & Pond Routing (ad Ver I 1.40) Copyright 1989, Streamli ne Technologies, Inc. ORI GIN AL ISLAND WAY CONDOMINIUM - 25 YEAR, POST NODE NODE INI STAGE X -COOR Y-COOR LENGTH STAGE AR/TM/STR NAME TYPE (ft) (ft) = (ft) (ft) ---- (ft) --------- (ac/hr/af) --------- -------- ---- --------- ---- DA AREA 2.500 --- - --- .000 ------ .000 ----- .000 2.500 .023 3.500 .023 4.500 .023 5.000 .023 GOM TIME 1.500 .000 .000 .000 1.500 .000 1.500 12.000 1.500 20.000 1.500 24.000 n ? ?3 PLANN r r; i t}i ^ E T Advanced Interconnod Channel & Pond Routing (adI* Ver 1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST >>REACH NAME OUTFALL NA 0, R FROM NODE DA L 6 TO NODE GOM REACH TYPE DROP STRUCTU RE W/ CIRC. CULVERT .FLOW DIRECTION POSITIVE AND NEGATIVE FL OWS ALLOWED TURBO SWITCH OFF CULVERT DATA SPAN (in): 24.000 RISE (in): 24.000 LENGTH (ft): 10.000 U/S INVERT (ft): -.320 D/S INVERT (ft): -.340 MANNING N: .013 ENTRNC LOSS: .500 # OF CULVERTS: 1.000 POSITION A RECTANGULAR RISER SLOT CREST EL. (ft): 5.000 CRE ST LN'. (ft): 10.167 OPENING (ft): 999.000 WEIR COEF.: 3.200 GATE COEF.: .600 NUMBER OF ELEM.: 1.000 POSITION B NOT USED NOTE: 113 F L' L r: r VCS TV c `;r U a Advanced InterconnlWd Channel & Pond Routing (adle Ver 1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST REACH SUMMARY INDEX RCHNAME FRMNODE TONODE REACH TYPE ----- ------- ------- ------ -------------------------------------------- 1 OUTFALL DA GOM DROP STRUCTURE W/ CIRC. CULVERT. 3 .1 QT-Y Of: r, Re su t??,? ? ORIGINAL q 1 FLID2005-07062 143 ISLAND WAY Date Received: 07/01/2005 ISLAND ESTATES ZONING DISTRICT: IEOD LAND USE: RH ATLAS PAGE: 267B PLANNER OF RECORD: R -T W Y A JU,. 2 9 2005 l'UH PLANNING 6 CCE" ! ? ,) CS? CITY QE :. _ ...._._ . CLWCoverSheet .0 Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 0 SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION 0 SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans 0 SUBMIT APPLICATION FEE $ 0 CASE #: DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: EAST: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION . (Revised 12/30/2004) ORIGINAL. -- PLEASE TYPE OR PRINT -- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: GFB Development, LLC MAILING ADDRESS: 4208 W. Corona Street, Tampa, FL 33629 PHONE NUMBER: 813-786-8087 FAX NUMBER: 727-327-1803 125 .TSla 4J4? m".tr???. L?1. teb?tq n PROPERTY OWNER(S): 143 TS1pnd VA.,4 / 1-(drf?y P. gnat ShArd&% R' EVQNS (Must include ALL owners as lis d on the deed - pr de original signature(s) on page 6) AGENT NAME: Mr. Frank Salvo, GFB Development, LLC MAILINGADDRESS: 4208 W. Corona Street, Tampa, FL 33629 PHONE NUMBER: 813-786-8087 CELL NUMBER: FAX NUMBER: 727-327-1803 g13, F-05 . '7 283 E-MAIL ADDRESS: B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) 125 & 143 Island Way STREET ADDRESS of subject site: LEGAL DESCRIPTION: (see attached site plans and surveys) (rno0t8s11 /29ej1?%433261hh/000t?0050 &cu0n?297?T+?326/0 a &Zq L-tom ?? PARCEL NUMBER: -- ----- d-_., I I 39 484 SF i PARCEL SIZE: , 0.91 acres (acres, square feet) w?lj?' •? PROPOSED USE(S) AND SIZE(S): 27 condominium residential dwelling unit l t t i!= K nc r J (number of dwelling units, hotel rooms or square footage of nonresidential us®)... Q T? C1.FFd DESCRIPTION OF REQUEST(S): Site plan approval and height increase to 79.97' Attach sheets and be specific when identifying the request (nclude all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) Above BFE . Tht 6{ZVCt¢DEr i r4te ,,o(S qt2 r'e jwlS ? O(oc ? ?JQ/? -45 G'- G (Gf?lr ?i-k . 'Tk doc-(- a"Wl" ( 4;VLI WTI( he ?jkmvl ?(r? ?v ( Zood-< CavtsU I?%hg 0 0 DOE& THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES NO _ (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) W SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) Q Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. Island Estates is characterized by condominium developments of similar size, height and density. The proposed building confirms with the nature of the immediate community. 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. This development will remove two dilapidated structures and will inhance the value of surrounding properties. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. There are no health or safety issues associated with this proposed residential structure. 4. The proposed development is designed to minimize traffic congestion. This proposed development is entirely residential and is de minimus in nature. Only 27 units are proposed and these 27 units replace 8 existing units. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. Island Estates is characterized by condominium developments of similar size, height and density. The proposed building conforms with the nature of the immediate community. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The building design is architecturally attractive and is entirely residential. Acoustic, olfactory and impacts due to hours of operation are not anticipated. 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 how each criteria is achieved, in detail: 70)rze Please see Attachment "A" lea m; nil ,? 6 203 r? I E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteri Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that invo addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with I City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption this requirement. If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. If At a minimum, the STORMWATER PLAN shall include the following X Existing topography extending 50 feet beyond all property lines; X Proposed grading including finished floor elevations of all structures; X All adjacent streets and municipal storm systems; X Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; X A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable t$ Acknowl Bement of stormwater plan requirements (Applicant must initial one of the following): Stormwater plan as noted above is included prowoeo. Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be CAUTION - IF APPLICATION REVIEW. RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) ff SIGNED AND SEALED SURVEY (including legal description of property) -One original and 14 copies; IX TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) - please design around the existing trees; 9 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 N/A 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; RESIDENTIAL CY GRADING PLAN, as applicable; ?Ep PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is pprovided)) CONDOMINIUM 1L3 COPY OF RECORDED PLAT, as applicable; CONDOMINIUM G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) cy X __X_ X X X X SITE PLAN with the following information (not to exceed 24" x 36"): All dimensions; D i North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; Location map; Index sheet referencing individual sheets included in package; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; PLAN',' All required setbacks; (.1: Y t . r? Fi ,! -X-. All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areasi such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; X Location of all public and private easements; X * • Location of all street rights-of-way within and adjacent to the site; X Location of existing public and private utilities; including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; X All parking spaces, driveways, loading areas and vehicular use areas; X Depiction by shading or crosshatching of all required parking lot interior landscaped areas; X Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening (per Section 3-201(D)(i) and Index #701); X _ Location of all landscape material; X Location of all onsite and offsite storm-water management facilities; X Location of all outdoor lighting fixtures; and X Location of all existing and proposed sidewalks. ? SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: X Land area in square feet and acres; X Number of EXISTING dwelling units; X Number of PROPOSED dwelling units; X Gross floor area devoted to each use; X Parking spaces: total number, presented in tabular form with the number of required spaces; -X- Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; X Size and species of all landscape material; X Official records book and page numbers of all existing utility easement; X Building and structure heights; }X Impermeable surface ratio (I.S.R.); and X Floor area ratio (F.A.R.) for all nonresidential uses. ? REDUCED SITE PLAN to scale (8 %: X 11) and color rendering if possible; N/b? FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: less than 1 acre _ One-foot contours or spot elevations on site; _ Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; _ Location of all earth or water retaining walls and earth berms; _ Lot lines and building lines (dimensioned); Streets and drives (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 4-1102.A) ? LANDSCAPE PLAN: All existing and proposed structures; ? Names of abutting streets; Drainage 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 landscaping islands and curbing; ? Proposed and required parking spaces; ? Existing trees on-site and immediately adjacent to the site; by species, size and locations, including driplines (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 landscape materials, including botanical and common names; Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; ? Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. 21 REDUCED LANDSCAPE PLAN to scale (8'/] X 11) (color rendering if possible); G;( IRRIGATION PLAN (required for level two and three approval); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. • • 1. Bt,11LDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. CJ BUILDING ELEVATION DRAWINGS -all sides of all buildings including height dimensions, colors and materials; C91/ REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8 % X 11) (black and white and color rendering, if possible) as required. J. SIGNAGE: (Division 19. SIGNS /Section 3-1806) ? All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ? Comprehensive Sign Program application, as applicable (separate application and fee required). J[ D ? Reduced sianage proposal (8 %X 11) (color), if submitting Comprehensive Sign Program application. n K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) PLANl`Ji€1f E?; .. J QTY ra f ' • `, ! ?'dC ? Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. Y3 Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs andch turning movement at all intersections identified in the Scoping Meeting. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. L. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my -knowledge and authorize City representatives to visit and photograph the property described in this application. Signa re of pro rty ownerorpresentative ...... ................... ?•••••••••••••AmBER L RAY Hour.- comrT'M 000406144 raffc Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY Y MAY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELA OCCUR. STATE OF FLORIDA, COUNTY OF PINELLAS Swr{i?Y.? and subscribed before me this ??day of JJII Y A.D. 20_? to me and/or by (f? J-7) who is personally known has produced as identificatiot. My commission expires: Bonded a" to""r'-- Flo oWry Assn.. Inc 6 . .................. (1Qif: ini?? . AFFIDAVIT TO AUTHORIZE AGENT: /y/RijjM L CEBULA (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): M tAt qM G. CEBt4LA -125 ZJ'L4ND WAY --- 2. That this property constitutes the property for which a request for a: (describe request) 5 !TE P`ArJ AfeCOVAL Ato 14ei6- 6T" INco-A 4 To 79-q7' 3. That the undersigned (has/have) appointed and (does/do) appoint: I v` R . RA A/ P- SA 1- V O `r Ed DEV ELoPMft1JTt "C - 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 site 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 (1/we), the undersigned authority, hereby certify that the foregoing is true and correct. Property Owner Property Owner Property Owner Property Owner STATE OF COUNTY OF 6A- Before me the undersigned, an officer duly commissioned by the laws of the State of F'er*de, on this ?? Ow day of j (A Ly , 200 5 personally appeared M ! R ! AM - C66 UL.4 o aving been first duly sworn Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. LOU'S AYA1 My Commission Expires: NOTARY PUBL PUBLIC Gwinnett County, Georgia ?..," S:IPlanning DepartmentlApplication Formsldevelopment reviewlflexible development application 2005.doc p L?U?LUUL? A r. Uj 20 €'LANNII4G u° OEFv c i.C),:1. I SVCS Page 6 of 6 - Flexible Development Application 2005- City of Clearwater ORIGINAL - Attachment "A" 2. Height: a. The increased height results in an improved site plan, landscaping areas in excess of the minimum required and/or improved design and appearance; The height proposed allows for construction of the 27 units allowed in a configuration that provides:for recreational facilities on the site and sufficient open space to provide landscaping as required to build a quality residential project. In addition, this property is subject to a FEMA flood zone. Because of this flood zone the living units will be constructed over the proposed parking. b. The increased height will not reduce the vertical component of the view from a parcel of land which is designated as low density residential in the Zoning Atlas. No views of any low density residential property are affected. C. The height may exceed 80 feet if the parcel proposed for development fronts on Clearwater Bay or is only separated from Clearwater Bay by a public open space. This property does not meet the requirements of proximity to Clearwater Bay, therefore, the proposed building height does not exceed the 80'requirement. 3. The parcel proposed for development is not contiguous to a parcel of land which is designated as low density residential in the Zoning Atlas; . This property is not adjacent to any property designated as low density residential in the Zoning Atlas. 4. Off-street parking is screened from adjacent parcels of land and any adjacent street by a landscaped wall or fence of at least four feet in height; All parking is proposed to be screened from the road. 5. All waste disposal containers which serve the proposed use are located within a landscaped enclosed structure. Rollout dumpsters are proposed. All dumpsters will be housed inside the building. V L? R G ? AUG 0 8 2005 OF C-1 N N July 28, 2005 City of Clearwater Planning Department 100 South Myrtle Ave. Clearwater, Florida 33756 RE: FLD2005-07062 - 143 Island Way - Letter of Incompleteness Attention: Robert Tefft Dear: Mr. Teftt: To follow up on your letter dated July 21, 2005 we respectfully submit the following responses: Item #l - Please note there are two property owners, each of which has signed a separate affidavit providing GFB Development to proceed. Item #2 - See the attached responses and supporting documents from our architect - Besssolo Design Group, our civil engineer - Lloveras, Baur, and Stevens, and our landscape architect - David W. Johnston Associates. Item #3 - See response from Lloveras, Baur, and Stevens. Item #4 - See response from Lloveras, Baur, and Stevens. Item #5 - See response from Lloveras, Baur, and Stevens. Item #6 - See plans provided by David W. Johnston Associates. Item #7 - See response from Bessolo Design Group. Item #8 - The Flexible Development Application has been signed by both Frank Salvo and Greg Singleton who are managers of GFB Development, LLC. The property owners have given Mr. Frank Salvo and GFB Development, LLC authorization to pursue i this matter. Item #9 - See authorizations signed by the two separate property owners giving GFB Development, LLC the authority to pursue this matter. If you have any additional questions please feel free to call either of the following individuals: Frank Salvo 727-638-5205 Greg Singleton 813-786-8087 JUL 2 9 2006 PLANNING & DE CITY OF t w ORIGINAL DDDDDDDDDDD?-;D ?DDDDDDDD?? D? . DE?DD?DDDQ13ClDD . D1D??1DD??4;D? ?1???1?1CJ?111 BESSOLO DESIGN GROUP, INC ARCHITECTURE DEVELOPMENT License #AA-00021 17 July 27, 2005 GFB Development 4208 W. Corona Street n ' a ?l, W Tampa, FL 33629 U JUL 2 A ZOD? RE: City of Clearwater Bldg Dept Comments Project Name: Island Estates Project Address: 143 Island Way PLANNING & DEVELOPk 141 SVGS -.QTY OF File #: FLD2005-07062 Commission #: 05018.00 Item 1: Comment: Section A of the Flexible Development Application is incomplete as the property owner(s) is/are not listed. ,k' Response: Not Applicable - Bessolo Design Group. ?N Item 2: It is noted that with regard to the requested increase in height, response to the flexibility criteria for the HDR zoning district have been received; however the subject property is located within the Island Estates Neighborhood Conservation Overlay District (IENCOD) and therefore there are additional development standards which must be met. Please provide a response to these standards, which are as follows: Comment: Parking: the parking of any type of vehicle, trailer, boat, personal watercraft, recreational vehicle, or any other similar vehicle shall be prohibited on grass or any other landscaped area. Response: Signage will be provided indicating that parking of any type on landscaped areas is prohibited. Fences: Comment: Fences shall not exceed six feet in height between any portion of the principal structure and any side lot line. Response: Fencing is not utilized within any side area. C, 4 ORIGINAL GFB Development Island Estates - City of Clearwater Bldg Dept Comments Page 2 Comment: All fences between the rear building setback line and the seawall shall be non-opaque (see-through). Response: Fencing is not utilized within the rear setback line and the seawall. Comment: Landscaping requirements: Use of gravel, stones, cinders and other similar material in any yard shall be prohibited unless included as an integral, but minor, element of a landscaping plan. -k- Response: Not Applicable - Bessolo Design Group. Comment: Outdoor storage: The storage of commercial fishing and crabbing equipment shall be prohibited outdoors on any residential property. Response: Signage will be provided indicating that storage of commercial fishing and/or crabbing equipment is prohibited. Item 3: Comment: Pursuant to Section E of the Flexible Development Application, a stormwater narrative must be submitted with all applications. No stormwater narrative was submitted. Response: Not Applicable - Bessolo Design Group. Item 4: Comment: Pursuant to Section G of the Flexible Development Application, all required sight triangles are required to be depicted on the site plan. Response: Not Applicable - Bessolo Design Group. Item 5: Comment: Pursuant to Section G of the Flexible Development Application, a site data table shall be provided on the site plan. The site data table provided is deficient with regard to the following items: Number of Existing Units; and Number of Required Parking Spaces. Response: Not Applicable - Bessolo Design Group. Item 6: Comment: Pursuant to Section H of the Flexible Development Application, the landscape plan shall depict sight visibility triangles, and provide dimensions of all required perimeter landscape uffers and landscape islands. D {? r Response: Not Applicable - Bessolo Design Group. i j ? I 2 .0 20 y . .x. ... .!r' . v J .. GFB Development ORIGINAL Island Estates - City of Clearwater Bldg Dept Comments Page 3 Item 7: Comment: Pursuant to Section I of the Flexible Development Application, the submitted building elevation drawings are to include proposed colors and materials. Response: Two additional color elevations have been added. Four full size elevations with color and material notations are included in this re- submittal package. Item 8: Comment: The Flexible Development Application has been signed by Greg Singleton. Greg Singleton is not listed as an owner of an associated property or as an agent of the subject development proposal. Response: Not Applicable - Bessolo Design Group. Item 9: Comment: The Affidavit to Authorize Agent attached to the Flexible Development Application is incomplete. The affidavit does not authorize anyone to act as agent for the development proposal and further, the affidavit has not been notarized. Response: Not Applicable - Bessolo Design Group. If you have any questions, please do not hesitate to call. Sincerely, BESSOLO DESIGN GROUP, INC Zeuuc P. Ve",&&, AW Kevin J. Bessolo, AIA President KJB/djc D ,U` 2 f1 1--? ,. I Secs PLAN i3_{hi i i Z1(Ir Planning Department 100 South Myrtle Avenue E Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans ? SUBMIT APPLICATION FEE $ CASE #: DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: EAST: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) ORIGINAL FLEXIBLE DEVELOPMENT APPLICATION (Revised 12/30/2004) .. . _. PLEASE TYPE OR PRINT - A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: GFB Development, LLC MAILING ADDRESS: 4208 W. Corona Street, Tampa, FL 33629 PHONE NUMBER: 813-786-8087 FAX NUMBER: 727-327-1803 PROPERTY OWNER(S): (Must include ALL owners as listed on the deed - provide original signature(s) on page 6) AGENT NAME: Mr. Frank Salvo, GFB Development, LLC MAILING ADDRESS: 4208 W. Corona Street, Tampa, FL 33629 PHONE NUMBER: 813-786-8087 FAX NUMBER: 727-327-1803 CELL NUMBER: E-MAIL ADDRESS: r,?.i 77M I-, B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) .i1Jo z 125 & 143 Island Way ?I fl] STREET ADDRESS of subject site: I ,' ' PLANNING & DEVf:,.c_;r'F LEGAL DESCRIPTION: (see attached site plans and surveys) F .. CL fi TJ J, g / (rfn08/29 1'5/43326t/hh000/0050 &c uff 2?h7f?TTM26/000/0040 PARCEL NUMBER: / PARCEL SIZE: 39 , 484 SF, 0.91 acres (acres, square feet) PROPOSED USE(S) AND SIZE(S): 27 condominium residential dwelling units (number of dwelling units, hotel rooms or square footage of nonresidential use) DESCRIPTION OF REQUEST(S): Site plan approval and height increase to 79.97' Attach sheets and be specific when identifying the request (nclude all requested code deviations; e.g. reduction in required number of parking spaces, speck use, etc.) Above BFE . Tht 0(We(¢ per . r }e>7o(s 2 rell,es ' 4oGk- 0e/,h'45 a L G Wfl_ O?A-k . ,roe doc.(- cowl - (a ,-OL, WTI I he 0 ov; ??? by (/ood s CohSU /? %? s , i a ? ?7 ORIGINAL DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROOVED PL'ANNEb UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES NO _ (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) W SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) Co Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it islocated. Island Estates is characterized by condominium developments of similar size, height and density. The proposed building confirms with the nature of the immediate community. 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. This development will remove two dilapidated structures and will inhance the value of surrounding properties. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. There are no health or safety issues associated with this proposed residential structure. 4. The proposed development is designed to minimize traffic congestion. This proposed development is entirely residential and is de minimus in nature. Only 27 units are proposed and these 27 units replace 8 existing units. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. Island Estates is characterized by condominium developments of similar size, height and density. The proposed building conforms with the nature of the immediate community. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The building design is architecturally attractive and is entirely residential. Acoustic, olfactory and impacts due to hours of operation are not anticipated. ? 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 how each criteria is achieved, in detail:""" Please see Attachment "A" U U QF CLE n nos r, r? Z ORIGINAL E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Stone Drainage Design Criteri Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that invo addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with I City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption this requirement. If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. C At a minimum, the STORMWATER PLAN shall include the following: X Existing topography extending 50 feet beyond all property lines; X Proposed grading including finished floor elevations of all structures; X All adjacent streets and municipal storm systems; X Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; X A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable I$ Acknow gement of stormwater plan requirements (Applicant must initial one of the following): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) I$ SIGNED AND SEALED SURVEY (including legal description of property) - one original and 14 copies; IX TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) - please design around the existing trees; CY LOCATION MAP OF THE PROPERTY; CI PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior NIA 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; RESIDENTIAL IY GRADING PLAN, as applicable; SAD PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); I CONDOMINIUM SAD COPY OF RECORDED PLAT, as applicable; CONDOMINIUM G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) EX SITE PLAN with the following information (not to exceed 24" x 36"): X All dimensions; X North arrow; E' X g Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; Location map; j?' j I 0 i j J 2 9 0 I X Index sheet referencing individual sheets included in package; 4 X Footprint and size of all EXISTING buildings and structures; PLAT X Footprint and size of all PROPOSED buildings and structures; aING - DFv"F:! . ? ?PMEtJ I $.? , QTY C X All required setbacks; _--.... AE C" r -X- All existing and proposed points of access; All required sight triangles; _ Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; X Location of all public and private easements; X Location of all street rights-of-way within and adjacent to the site; Y Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and fft stations, gas and water lines; X All parking spaces, driveways, loading areas and vehicular use areas; X Depiction by shading or crosshatching of all required parking lot interior landscaped areas; X Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening (per Section 3-201(D)(i) and Index #701); X _ Location of all landscape material; X Location of all onsite and offsite storm-water management facilities; X Location of all outdoor lighting fixtures; and X Location of all existing and proposed sidewalks. ? SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: X Land area in square feet and acres; Y Number of EXISTING dwelling units; X Number of PROPOSED dwelling units; X Gross floor area devoted to each use; X Parking spaces: total number, presented in tabular form with the number of required spaces; _Y_ Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; X Size and species of all landscape material; X Official records book and page numbers of all existing utility easement; X Building and structure heights; X Impermeable surface ratio (I.S.R.); and X Floor area ratio (F.A.R.) for all nonresidential uses. ? REDUCED SITE PLAN to scale (8 %X 11) and color rendering if possible; Nkt, FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: less than 1 acre _ One-foot contours or spot elevations on site; _ Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; _ Location of all earth or water retaining walls and earth berms; _ Lot lines and building lines (dimensioned); _ Streets and drives (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 4-1102.A) I D ? LANDSCAPE PLAN: t V All existing and proposed structures; `? jl 1` Z ?ft1f1C ? Names of abutting streets; t! LuUJ Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; ^ Sight visibility triangles; PLPJ,,;43 & DEVEL0t 11 Delineation and dimensions of all parking areas including landscaping islands and curbing; C,I,[1f t;V_c: -• ( ? Proposed and required parking spaces; ? Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (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 ? landscape materials, including botanical and common names; Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; ? Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. 1r REDUCED LANDSCAPE PLAN to scale (8'/2 X 11) (color rendering if possible); I/ IRRIGATION PLAN (required for level two and three approval); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. n--- A s c Clnv40. rl-ol-a r Annliratinn ?nn.;- City of Clearwater (' 0 M' ORIGINAL 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23), Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. Cd/ BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials; ff REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8'/z X 11) (black and white and color rendering, if possible) as required. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) ? All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ? Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8 '/= X 11) (color), if submitting Comprehensive Sign Program application. K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) ? Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Tra> ' 0 erl?6pridll?? aTttVthtr'Pla ArAS Department's Development Review Manager or their designee (727-562-4750) i1 Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. I,Ij 1) J1 /A ? CO, 5 J 1? L W i.?, f 3 Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): p i affic Impact Stud is included. The stud must include a summary table of pre- and post- e e oRmegt 'ervice for ati rloxt ay legs an ch turning movement at all intersections identified in the Scoping Meeting. . Traffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. L. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. ,- ? /7 ,,? `- re of property owner or E*M ea„dea Wu t800r32-42S, n_.w. Nmarv Assn., tnc STATE OF FLORIDA, COUNTY OF PINELLAS $or and subscribed before me this a?day ,1,Zto A.D. 2005: to me and/or KI , Q who is personally known produced ;? - - My commission expires: of by has as AFFIDN N IZE AGENT: AIVA S'Wod X. Ev, r= ORIGINAL (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): /43 ,-'sL*Ve WAY 2. That this property constitutes the property for which a request for a: (describe request) .97' 3. That the undersigned (has/have) appointed and (does/do) appoint: MR. Fll M K ` ALV 0 • QF6 vEvH.vPMh?T' . ?LG 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 site 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 (1/we), the undersigned authority, hereby certify that the foregoing is true and c9grect. STATE OF Ft?O'R"M??, COUNTY OF PtNEtt* AL4- ?V / a,?Ley afore me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this ,A4L 11 , 2005 personally appeared AIA040 r8 P. Y41JAhAl k CV414S Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. ot-k" STEPHANIE D. 66Ni t\+t)TARY PUBLIC My Commission Expi S-1 ' f E OF NEVADA PT. No. 91-2737-1 p. -L 7T EXPIRES 'AAR.1,200 JU 2 9 2005 S. (Planning DepartmentlApplication Formsldevelopment /Yl who having Page 6 of 6 - Flexible Development Application 2005- City of Clearwater day of • .. ORIGINAL AFFIDAVIT TO AUTHORIZE AGENT: (Names of all property owners on deed - please PRINT 1. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): MtAt4M L• CEBuLA '125 XX44AIb WAY 2. That this property constitutes the property for which a request for a: (describe request) 51 tE Pl- A-tJ Veto VA1, -4L)D 14r-i ift 1P1cO-Aa To 7°1.87' R RN K SffLV o G F6 3. That the undersigned (has/have) appointed and (does/do) appoint: MR. F nA-V EI-nPMK?Q-r. LLC 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 site 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 ([/we), the undersigned authority, hereby certify that the foregoing is true and correct. ? 4.4-x+ bL Owner Property Owner Property Owner Property Owner STATE OF COUNTY OF G?- Before me the undersigned, an officer duly commissioned by the laws of the State offleride, on this 3) J W L , 2005 personally appeared M R I AM L. 1066(4L,4 v Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. 7Z NOTARY PUBLIC My Commission Expires: . Gwinnett County, Georgia S. [Planning DepartmentlApplication Formsldevelopment revlewitlexible development application 2005.doc eO day of first duly sworn bl (; f JUL 2 -0 2005 PLANNING & 0PVcLQP-V"L.N't SV ; Page 6 of 6 - Flexible Development Application 2005- City of Clearwater • ORIGINAL Attachment "A" 2. Height: a. The increased height results in an improved site plan, landscaping areas in excess of the minimum required and/or improved design and appearance; The height proposed allows for construction of the 27 units allowed in a configuration that provides for recreational facilities on the site and sufficient open space to provide landscaping as required to build a quality residential project. In addition, this property is subject to a FEMA flood zone. Because of this flood zone the living units will be constructed over the proposed parking. b. The increased height will not reduce the vertical component of the view from a parcel of land which is designated as low density residential in the Zoning Atlas. No views of any low density residential property are affected. C. The height may exceed 80 feet if the parcel proposed for development fronts on Clearwater Bay or is only separated from Clearwater Bay by a public open space. This property does not meet the requirements of proximity to Clearwater Bay, therefore, the proposed building height does not exceed the 80'requirement. 3. The parcel proposed for development is not contiguous to a parcel of land which is designated as low density residential in the Zoning Atlas; . This property is not adjacent to any property designated as low density residential in the Zoning Atlas. 4. Off-street parking is screened from adjacent parcels of land and any adjacent street by a landscaped wall or fence of at least four feet in height; All parking is proposed to be screened from the road. 5. All waste disposal containers which serve the proposed use are located within a landscaped enclosed structure. Rollout dumpsters are proposed. All dumpsters will be housed inside the building. r oWINAL lza4 cc U t)ex? Engineers - Surveyors - Planners National Society of Professional Engineers Florida Engineering Society American Society of Civil Engineers Florida Surveying and Mapping Society American Congress on Surveying and Mapping Institute of Transportation Engineers Florida Planning and Zoning Association National Association of Environmental Professionals Island Way Condominium Drainage Narrative: June 20, 2005 This site is an upland land area adjacent to the intercoastal waterway. As such, the outfall is tidal and the property is exempt from any attenuation requirements. The system has been designed to provide water quality treatment for the first 3/4" of runoff (150% of the normal, first 1/2") because of the classification of the receiving waterway. There are no existing wetlands involved. The following drainage analysis is also shown of the submitted plans. DETENTION AREA DRAINAGE ANALYSIS Data: 1. Total Site Area =0.91 Acres 2. Total Drainage Area = 0.91 Acres 3. Proposed Stage Storage Data: El. = 2.50 = 1,008 S.F. El. = 5.00 = 1,008 S.F. Analysis: The detention system is designed to provide water quality treatment for the first 3/4" of run-off from the contributing drainage area. Attenuation is not required since the site has a direct outfall to The Gulf of Mexico. Water Quality: 0.91 Ac x 43,560 S.F. / Ac / 12" / Ft. x 3/4" = 2,478 C.F. Storage required (25.20 C.F. Storage provided) Resultant water level = 5.00 Bleed down is accomplished through a filtration subdrain. Nad r ?FJOW1 L 2 .02 20 PLANNING & Dlo!lci.OPt-- E: NT CITY OF Cl-H.RVIV,1 t _..4 29228 U.S. Hwy. 19 North Clearwater, Florida 33761 www.lbsonline.com ? ea Thomas G. Radcliffe ?? ; ?. `?? • ?? Florida Engineer's LicenseNo. 4204 r a • 3 TI ATE OF 'N•• 0 $? • Pinellas: (727) 784-3965d' ` ?• •,? ?? *% Pasco: (727) 842-7635 Fax: (727) 784-8153 Approved by: FILTER DRAWDOWN ANALYSIS (USING DARCEY'S LAW) WATER HEAD INCR TOTAL INCR DIST. HYD. AREA FLOW AVG. INCR LEVEL W/L TO HEAD VOLUME VOLUME FILTER GRAD. FILTER Q=KIA FLOW TIME IN C/L (FT) (CF) (CF) MEDIA I=H/TD A=LxW C.F.H Q1+Q2/2 (^T) BASIN S/D (^H) (V) (^V) (FT) (SF) C.F.H (HOURS) 5 5 2520 2 2.5 288 3902.4 .5 504 3707.28 0.14 4.5 4.5 2016 2 2.25 288 3512.16 .5 504 3317.04 0.15 4 4 1512 2 2 288 3121.92 .5 504 2926.8 0.17 3.5 3.5 1008 2 1.75 288 2731.68 .5 504 2536.56 0.20 3 3 504 2 1.5 288 2341.44 .5 504 2146.32 0.23 TOTAL TIME= 0.89 HOURS L.W.L. or BOTTOM ELEVATION= 2.5 Ft.-(N.G.V.D) FILTRATION STORAGE WATER LEVEL= 5 Ft.-(N.G.V.D.) AVERAGE CENTERLINE OF SUBDRAIN or CONTROL ELEVATION= 0 Ft.-(N.G.V.D.) WATER SURFACE AT L.W.L.= 1008 S.F. WATER SURFACE AT FILT. WATER LEVEL= 1008 S.F. DRAINAGE AREA= 0.91 ACRES REQUIRED STORAGE VOLUME: # C- ?--- 0.91 Ac.x43560 / 16 = 2477 CUBIC FEET 2477 CUBIC FEET - STORAGE AVAILABLE I ? ? r e Va • rW;_1 WIGINAL O Advanced Interconnected Channel & Pond Routing (adICPR Ver 1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM -,25 YEAR POST BASIN NAME DA NODE NAME DA UNIT HYDROGRAPH UH256 PEAKING FACTOR 256. RAINFALL FILE FLMOD RAIN AMOUNT (in) 9.00 STORM DURATION (hrs) 24.00 AREA (ac) .91 CURVE NUMBER 91.00 DCIA (o) .00 TC (mins) 10.00 LAG TIME (hrs) .00 BASIN STATUS ONSITE BASIN QMX (cfs) TMX (hrs) VOL (in) NOTES DA 4.73 12.04 7.91 D C Cp g J1U 2 2005 & DEVELOPM04T OF CL-PAR A! `R Advanced Interconne % Channel & Pond Routing (adIC4wr 1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST NODAL STAGE/VOLUME/FLOW REPORT ------------------------------ ------------------------------ ORIGINAL NODE ID: DA j<------- INFLOW ------- >? TIME STAGE VOLUME RUNOFF OFFSITE OTHER OUTFLOW (hrs) -------- - (ft) ------- (af) -------- (cfs) -------- (cfs) -------- (cfs) ------ (cfs) .00 2.50 .00 .00 .00 -- .00 -------- .00 .25 2.50 .00 .00 .00 .00 .00 .50 2.50 .00 .00 .00 .00 .00 75 2.50 .00 .00 .00 .00 .00 1.00 2.50 .00 .00 .00 .00 .00 1.25 2.50 .00 .00 .00 .00 .00 1.50 2.50 .00 .00 .00 .00 .00 1.75 2.50 .00 .00 .00 .00 .00 2.00 2.50 .00 .00 .00 .00 .00 2.25 2.50 .00 .01 .00 .00 .00 2.50 2.51 .00 .01 .00 .00 .00 2.75 2.53 .00 .02 .00 .00 .00 3.00 2.54 .00 .02 .00 .00 .00 3.25 2.57 .00 .03 .00 .00 .00 3.50 2.60 .00 .04 .00 .00 .00 3.75 2.63 .00 .04 .00 .00 .00 4.00 2.67 .00 .05 .00 .00 .00 4.25 2.71 .00 .05 .00 .00 .00 4.50 2.77 .01 .06 .00 100 .00 4.75 2.82 .01 .06 .00 .00 .00 5.00 2.88 .01 .07 .00 .00 .00 5.25 2.95 .01 .08 .00 .00 .00 5.50 3.02 .01 .08 .00 .00 .00 5.75 3.09 .01 .08 .00 .00 .00 6.00 3.17 .02 .09 .00 .00 .00 6.25 3.25 .02 .10 .00 .00 .00 6.50 3.34 .02 .11 .00 .00 .00 6.75 3.44 .02 .11 .00 .00 .00 7.00 3.55 .02 .12 .00 .00 .00 7.25 3.66 .03 .13 .00 .00 .00 7.50 3.78 .03 .14 .00 .00 .00 7.75 3.90 .03 .14 .00 .00 .00 8.00 4.03 .04 .15 .00 .00 .00 8.25 4.17 .04 .16 .00 .00 .00 8.50 4.32 .04 .17 .00 .00 .00 8.75 4.49 .05 .20 .00 .00 .00 9.00 4.67 .05 .21 .00 .00 .00 9.25 4.86 .05 .22 .00 .00 .00 9.50 5.03 .06 .23 .00 .00 .19 9.75 5.04 .06 .26 .00 .00 .25 10.00 5.04 .06 .27 .00 .00 .27 10.25 5.05 .06 .32 .00 .00 .32 10.50 5.05 .06 .35 .00 .00 .35 10.75 5.05 .06 .42 .00 _ .41 D? Jtl,. z a 2M !? PLANNIF <. ---- 'y?+..?..- Advanced Interconnect Channel & Pond Routing (adIC4&r 1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST ORIGINAL NODE ID: DA TIME (hrs) 11.00 11.25 11.50 11.75 12.00 12.25 12.50 1275 13.00 13.25 13.50 13.75 14.00 14.25 14.50 14.75 15.00 15.25 15.50 15.75 16.00 16.25 16.50 16.75 17.00 17.25 .17.50 17.75 18.00 18.25 18.50 18.75 19.00 .19.25 19.50 19.75 20.00 20.25 20.50 20.75 21.00 21.25 21.50 21.75 STAGE (ft) 5.06 5.06 5.08 5.17 5.27 5.23 5.16 5.11 5.08 5.07 5.06 5.05 5.05 5.05 5.05 5.04 5.04 5.04 5.04 5.04 5.04 5.03 5.03 5.03 5.03 5.03 5.03 5.03 5.03 5.03 5.03 5.03 5.03 5.03 5.03 5.03 5.03 5.02 5.02 5.02 5.02 5.02 5.02 5.02 NODAL STAGE/VOLUME/FLOW REPORT ------------------------------ ------------------------------ VOLUME (af) .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 06 .06 .06 .06 .06 .06 .06 .06 RUNOFF (cfs) .46 .49 .80 2.41 4.61 3.47 2.09 1.15 .70 .52 .47 .40 .37 .33 .32 .28 .27 .25 .25 .23 .22 .20 .20 .19 .18 .18 .18 .16 .15 .16 .16 .14 .14 .14 .14 .14 .13 .12 .12 .11 .11 .11 .11 .11 INFLOW OFFSITE (cfs) .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ------- >I OTHER (cfs) .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 OUTFLOW (cfs) .45 .49 .78 2.32 4.51 3.53 2.17 1.21 .74 .54 .48 .41 .37 .34 .32 .29 .27 .25 .25 .23 .22 .20 .20 .19- .18 .18 .18 .16 .15 .16 .16 .15 .14 .14 .14 .14 .13 .12 .12 .12 .11 .11 .11 .11 =I?L?UU JUL 21200 .?. T Svcs Advanced Interconnect Channel & Pond Routing (adICftr 1.40) Copyright 1989, Streamline Technologies, Inc. . ISLAND WAY CONDOMINIUM - 25 YEAR POST NODAL STAGE/VOLUME/FLOW REPORT ------------------------------ ------------------------------ NODE ID: DA ORIGINAL j<------- INFLOW ------->I TIME STAGE VOLUME RUNOFF OFFSITE OTHER OUTFLOW (hrs) ----- - - (ft) ------- (af) -------- (cfs) -------- (cfs) -------- (cfs) -------- (cfs) -------- -- 22.00 5.02 .06 .11 .00 .00 .11 22.25 5.02 .06 .11 .00 .00 .11 22.50 5.02 .06 .11 .00 .00 .11 22.75 5.02 .06 .10 .00 .00 .11 23.00 5.02 .06 .10 .00 .00 .10 23.25 5.02 .06 .10 .00 .00 .10 23.50 5.02 .06 .10 .00 .00 .10 23.75 5.02 .06 .09 .00 .00 .09 24.00 5.02 .06 .08 .00 .00 .08 tLLgUTL? JU 2 9 2M5 I,, PLANNING & DEVELQP%-i,- NT SVCS --QTY OF CUI.iV?l Advanced Interconne % Channel & Pond Routing (adICar 1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST NODAL STAGE/VOLUME/FLOW REPORT ORIGINAL ------------------------------ ------------------------------ NODE ID: GOM I< ------- INFLOW ------- >I TIME STAGE VOLUME RUNOFF OFFSITE OTHER OUTFLOW (hrs) (ft) (af) (cfs) (cfs) (cfs) (cfs) -------- -------- -------- -------- -------- -------- -------- .00 1.50 .00 .00 .00 .00 .00 .25 1.50 .00 .00 .00 .00 .00 .50 1.50 .00 .00 .00 .00 .00 .75 1.50 .00 .00 .00 .00 .00 1.00 1.50 .00 .00 .00 .00 .00 1.25 1.50 .00 .00 .00 .00 .00 1.50 1.50 .00 .00 .00 .00 .00 1.75 1.50 .00 .00 .00 .00 .00 2.00 1.50 .00 .00 .00 .00 .00 2.25 1.50 .00 .00 .00 .00 .00 2.50 1.50 .00 .00 .00 .00 .00 2.75 1.50 .00 .00 .00 .00 .00 3.00 1.50 .00 .00 .00 .00 .00 3.25 1.50 .00 .00 .00 .00 .00 3.50 1.50 .00 .00 .00 .00 .00 3.75 1.50 .00 .00 .00 .00 .00 4.00 1.50 .00 .00 .00 .00 .00 4.25 1.50 .00 .00 .00 .00 .00 4.50 1.50 .00 .00 .00 .00 .00 4.75 1.50 .00 .00 .00 .00 .00 5.00 1.50 .00 .00 .00 .00 .00 5.25 1.50 .00 .00 .00 .00 .00 5.50 1.50 .00 .00 .00 .00 .00 5.75 1.50 .00 .00 .00 .00 .00 6.00 1.50 .00 .00 .00 .00 .00 6.25 1.50 .00 .00 .00 .00 .00 6.50 1.50 .00 .00 .00 .00 .00 675 1.50 .00 .00 .00 .00 .00 7.00 1.50 .00 .00 .00 .00 .00 7.25 1.50 .00 .00 .00 .00 .00 7.50 1.50 .00 .00 .00 .00 .00 7.75 1.50 .00 .00 .00 .00 .00 8.00 1.50 .00 .00 .00 .00 .00 8.25 1.50 .00 .00 .00 .00 .00 8.50 1.50 .00 .00 .00 .00 .00 8.75 1.50 .00 .00 .00 .00 .00 9.00 1.50 .00 .00 .00 .00 .00 9.25 1.50 .00 .00 .00 .00 .00 9.50 1.50 .00 .00 .00 .19 .00 9.75 1.50 .01 .00 .00 .25 .00 10.00 1.50 .01 .00 .00 :27 .00 10.25 1.50 .02 .00 .00 .32 .00 10.50 1.50 .02 .00 .00 ..35 .00 10.75 1.50 .03 .00 r7ijIUL .41 .00 M 1, V. (! rLAN ING & ;' SVCS Advanced Interconne? Channel & Pond Routing (adIC?r 1..40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST NODAL STAGE/VOLUME/FLOW REPORT ® ? ???? ------------------------------ ------------------------------ NODE ID: GOM ?<------- INFLOW ------->? TIME STAGE VOLUME RUNOFF OFFSITE OTHER OUTFLOW (hrs) (ft) (af) (cfs) (cfs) (cfs) (cfs) -------- -------- -------- -------- -------- -------- -------- 11.00 1.50 .04 .00 .00 .45 .00 11.25 1.50 .05 .00 .00 .49 .00 -11.50 1.50 .06 .00 .00 .78 .00 11.75 1.50 .09 .00 .00 2.32 .00 12,.00 1.50 .16 .00 .00 4.51 .00 12.25 1.50 .25 .00 .00 3.53 .00 12.50 1.50 .31 .00 .00 2.17 .00 12.75 1.50 .34 .00 .00 1.21 .00 13.00 1.50 .36 .00 .00 .74 .00 13.25 1.50 .38 .00 .00 .54 .00 13.50 1.50 .39 .00 .00 .48 .00 13.75 1.50 .40 .00 .00 .41 .00 14.00 1.50 .40 .00 .00 .37 .00 14.25 1.50 .41 .00 .00 .34 .00 14.50 1.50 .42 .00 .00 .32 .00 14.75 1.50 .42 .00 .00 .29 .00 15.00 1.50 .43 .00 .00 .27 .00 15.25 1.50 .43 .00 .00 .25 .00 15.50 1.50 .44 .00 .00 .25 .00 15.75 1.50 .44 .00 .00 :23 .00 16.00 1.50 .45 .00 .00 .22 .00 16.25 -1.50 .45 .00 .00 .20 .00 16.50 1.50 .46 .00 .00 .20 .00 16.75 1.50 .46 .00 .00 .19 .00 17.00 1.50 .47 .00 .00 .18 .00 17.25 1.50 .47 .00 .00 .18 .00 17.50 1.50 .47 .00 .00 .18 .00 17.75 1.50 .48 .00 .00 .16 .00 18.00. 1.50 .48 .00 .00 .15 .00 18.25 1.50 .48 .00 .00 .16 .00 18.50 1.50 .49 .00 .00 .16 .00 18.75 1.50 .49 .00 .00 .15 .00 19.00 1.50 .49 .00 .00 .14 .00 -19.25 1.50 .50 .00 .00 .14 .00 19.50 1.50 .50 .00 .00 .14 .00 19.75 1.50 .50 .00 .00 .14 .00 20.00 -1.50 .50 .00 .00 .13 .00 20.25 1.50 .51 .00 .00 .12 .00 20.50 1.50 .51 .00 .00 .12 .00 20.75 1.50 .51 .00 .00 .12 .00 21.00 1.50 .51 .00 .00 .11 .00 21.25 1.50 .52 .00 .00 .11 .00 21.50 1.50 .52 .00 .00 .11 .00 21.75 1.50 .52 .00 ? .11 .00 p ??? ;? i? Z ? ? ? ... ?7Y CAF' ??A„i'6" ?- . -`--` i .... v Advanced Interconne % Channel & Pond Routing (adICwr 1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST ORIGINAL NODAL STAGE/VOLUME/FLOW REPORT NODE ID: GOM j<------- INFLOW ------->1 TIME STAGE VOLUME RUNOFF OFFSITE OTHER OUTFLOW (hrs) -------- - (ft) ------- (af) -------- (cfs) -------- (cfs) -------- (cfs) -------- (cfs) -------- 22.00 1.50 .52 .00 .00 .11 .00 22.25 1.50 .53 .00 .00 .11 .00 22.50 1.50 .53 .00 .00 .11 .00 22.75 1.50 .53 .00 .00 .11 .00 23.00 1.50 .53 .00 .00 .10 .00 23.25 1.50 .53 .00 .00 .10 .00 23.50 1.50 .54 .00 .00 .10 .00 23.75 1.50 .54 .00 .00 .09 .00 24.00 1.50 .54 .00 .00 .08 .00 L5 L? ii? ?rU! 2 a 2105 PUANNNG CITY Advanced Interconnect Channel & Pond Routing (adIC*r 1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST ORIGINAL. CONTROL PARAMETERS ------------------ ------------------ START TIME: .00 END TIME: 24.00 TO TIME SIMULATION INC PRINT INC (hours) (secs) (mins) ------- -------------- --------- 100.00 1.00 15.00 RUNOFF HYDROGRAPH FILE: DEFAULT OFFSITE HYDROGRAPH FILE: DEFAULT BOUNDARY DATABASE FILE: NONE NOTE: l L9 LuvL? JUL 2 10 2M5 PLANN:''1t-' ,g 0 i ISVC,- Advanced Interconnec% Channel & Pond Routing (adIC*r 1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST NODE NODE INI STAGE X-OOOR Y-OOOR NAME TYPE --- (ft) ---- (ft) (ft) --- ------ DA -- - AREA ----- - 2.500 -------- - .000 ----- .000 GOM TIME 1.500 .000 .000 ORIGINAL LENGTH STAGE 11 AR/TM/STR (ft) ------- - (ft) -------- (ac/hr/af) --------- .000 2.500 .023 3.500 .023 4.500 .023 5.000 .023 .000 1.500 .000 1.500 12.000 1.500 20.000 1.500 24.000 p ?? c? 2 72005* PLANIVIiVG 8 DEt' t QTY CtF Advanced Interconnec% Channel & Pond Routing (adICI* r 1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST >>REACH NAME OUTFALL FROM NODE DA TO NODE GOM REACH TYPE DROP STRUCTURE w/ CIRC. CULVERT FLOW DIRECTION : POSITIVE AND NEGATIVE FLOWS ALLOWED TURBO SWITCH : OFF ORIGINAL CULVERT DATA SPAN (in): 24.000 RISE (in): 24.000 LENGTH (ft): 10.000 U/S INVERT (ft): -.320 D/S INVERT (ft): -.340 MANNING N: .013 ENTRNC LOSS: .500 # OF CULVERTS: 1.000 POSITION A RECTANGULAR RISER SLOT CREST EL. (ft): 5.000 CREST IN. (ft): 10.167 OPENING (ft): 999.000 WEIR C OEF.: 3.200 GATE COEF.: .600 NUMBER OF ELEM.: 1.000 POSITION B : NOT USED NOTE: P JU z .0 2005 PL.ANN!NG & DEVELOPMENT SVCS CITY QF CLE 4E3MLER ...._._.. Advanced Interconne% Channel & Pond Routing (adIC#fer 1.40) Copyright 1989, Streamline Technologies, Inc. ISLAND WAY CONDOMINIUM - 25 YEAR POST REACH SUMMARY ORIGINAL- INDEX RCHNAME FRMNODE TONODE REACH TYPE ----- ------- ------- ------ ---------=---------------------------------- 1. OUTFALL DA GOM DROP STRUCTURE w/ CIRC. CULVERT 41 ,I)s_ 2 4 2005 ???1IU PLANNING & DEVELOPMENT SVCS1 ORIGINAL FLD2005-07062 143 ISLAND WAY Date Received: 07/01/2005 ISLAND ESTATES ZONING DISTRICT: IEOD LAND USE: RH ATLAS PAGE: 267B PLANNER OF RECORD: NOT ENTERED M CLW CoverSheet a ? Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans ? SUBMIT APPLICATION FEE CASE #: 1- UO" &-01 C DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: EAST: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) ORIGINAL FLEXIBLE DEVELOPMENT APPLICATION (Revised 12/30/2004) -- PLEASE TYPE OR PRINT A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: GFB Development, LLC MAILING ADDRESS: 4208 W. Corona Street, Tampa, FL 33629 PHONE NUMBER: 813-786-8087 FAX NUMBER: 727-327-1803 PROPERTY OWNER(S): • (Must include ALL owners as listed on the deed - provide original signature(s) on page 6) AGENT NAME: Mr. Frank Salvo, GFB Development, LLC MAILINGADDRESS: 4208 W. Corona Street, Tampa, FL 33629 PHONE NUMBER: 813-786-8087 CELL NUMBER: FAX NUMBER: 727-327-1803 E-MAIL ADDRESS: B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) U0 ,;I 1( 0 1 2005 125 & 143 Island Way STREET ADDRESS of subject site: G & DEVELUF l',;gN'f SV surveys) LEGAL DESCRIPTION: (see attached site plans and QF ?xAC? s in th (if not 8 s/29fH7433261/gq0001/0050 &c 00n/29 /P tTM26/000/0040 PARCEL NUMBER: PARCEL SIZE: 39,484 SF, 0.91 acres (acres, square feet) PROPOSED USE(S) AND SIZE(S): 27 condominium residential dwelling units (number of dwelling units, hotel rooms or square footage of nonresidential use) DESCRIPTION OF REQUEST(S): Site plan approval and height increase to 79.97' Attach sheets and be specific when identifying the request (include all requested code deviations; e.g. reduction in required number of parking spaces, speck use, etc.) Above BFE . 'Dif- okye,(¢D2r i r4gl,ra(S 472lAn "/ doc (c OQ/M. ?,5 G?- G 10i?lr ?Gi ?{' . rte d,, ,k a'Wl < Ca4;oti cdz(( he v; ?(rD bw ( /odds Cohn, W,,on Page 1 of 6 - Flexible Development Application 2005- City of Clearwater • • DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES NO (if yes, attach a copy of the applicable documents) - ?C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) ?,J W SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) DD WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) ? W Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. Island Estates is characterized by condominium developments of similar size, height and density. The proposed building confirms with the nature of the immediate community. 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. This development will remove two dilapidated structures and will inhance the value of surrounding properties. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. There are no health or safety issues associated with this proposed residential structure. 4. The proposed development is designed to minimize traffic congestion. This proposed development is entirely residential and is de minimus in nature. Only 27 units are proposed and these 27 units replace 8 existing units. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. Island Estates is characterized by condominium developments of similar size, height and density. The proposed building conforms with the nature of the immediate community. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent pro erties. The buildping design is architecturally attractive and is entirely residential. Acoustic, olfactory and impacts due to hours of operation are not anticipated. L. ? Provide complete responses to the applicable flexibility criteria fnr the snerifir land use as listed in aach 7nninn nistrirt to which tho -i.,or requested (use separate sheets as necessary) - Explain how each criteria is achieved, in detail: "A" h U laJ . ? -- - ment Please see Attac -- ?i 2005 I PLANNING& DE1tr-- t Page 2 of 6 - Flexible Development Application 2005- City of Clearwater L-7 0 E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Crite Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that invo addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with I City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption this requirement. ORIGINA, If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. 9 At a minimum, the STORMWATER PLAN shall include the following X Existing topography extending 50 feet beyond all property lines; X Proposed grading including finished floor elevations of all structures; X All adjacent streets and municipal storm systems; X Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; X A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable 11 Ackno ment of stormwater plan requirements (Applicant must initial one of the following): gytormwater plan as noted above is included provided. Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) / 'L- d SIGNED AND SEALED SURVEY (including legal description of property) -One original and 14 copies; .el L`CX TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) - please design around the existing trees; l/E 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 N/A 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; RESIDENTIAL L,d GRADING PLAN, as applicable; ?A3 PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); CONDOMINIUM 1A7 COPY OF RECORDED PLAT, as applicable; CONDOMINIUM G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) D - _ l? L$ SITE PLAN with the following information (not to exceed 24" x 36"): X All dimensions; X North arrow; JUL A y 2005 X Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; g Location map; X Index sheet referencing individual sheets included in package; PLANNING & DEVELOPMENT SVC X Footprint and size of all EXISTING buildings and structures; X Footprint and size of all PROPOSED buildings and structures; X All required setbacks; _X_ All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Page 3 of 6 - Flexible Development Application 2005- City of Clearwater X Location of all public and private easements; X Location of all street rights-of-way within and adjacent to the site; X Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; X All parking spaces, driveways, loading areas and vehicular use areas; X Depiction by shading or crosshatching of all required parking lot interior landscaped areas; X Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening (per X Section 3-201(D)(i) and Index #701); _ Location of all landscape material; X Location of all onsite and offsite storm-water management facilities; X Location of all outdoor lighting fixtures; and X Location of all existing and proposed sidewalks. ORIGINAL ? SITE DATA TABLE for existing, required and proposed development, in written/tabular form: X Land area in square feet and acres; X Number of EXISTING dwelling units; X Number of PROPOSED dwelling units; X Gross floor area devoted to each use; X Parking spaces: total number, presented in tabular form with the number of required spaces; -Y_ Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; X Size and species of all landscape material; X Official records book and page numbers of all existing utility easement; X Building and structure heights; X Impermeable surface ratio (I.S.R.); and X Floor area ratio (F.A.R.) for all nonresidential uses. ? REDUCED SITE PLAN to scale (8 % X 11) and color rendering if possible; NYLA FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: less than 1 acre One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (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 4-1102.A) U -- -' `'?-"- ?-= ? LANDSCAPE PLAN: V All existing and proposed structures; JU ` 0 1 20 Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; PLAT NING & DEVELOf'r: d Sight visibility triangles; Q1QEQL >ia Delineation and dimensions of all parking areas including landscaping islands and curbing; ? Proposed and required parking spaces; ? Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (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 ? landscape materials, including botanical and common names; _ Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; I/ Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; ? Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and HIS, percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. Q' REDUCED LANDSCAPE PLAN to scale (8'/z X 11) (color rendering if possible); IRRIGATION PLAN (required for level two and three approval); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. Page 4 of 6 - Flexible Development Application 2005- City of Clearwater 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part 1 of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. U BUILDING ELEVATION DRAWINGS -all sides of all buildings including height dimensions, colors and materials; O R IGINAL f9 REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8 % X 11) (black and white and color rendering, if possible) as required. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) ? All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ? Comprehensive Sign Program application, as applicable (separate application and fee required). O ? Reduced sianaae proposal (8 %X 11) (color), if submitting Comprehensive Sign Program application. K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) ? Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: Rr„•,,,,-%AA.X LIB %d-4 =U.U6" - - Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. Y] Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs and epeb turning movement at all intersections identified in the Scoping Meeting. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. L. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. re of DroWrtv owner or re ?y pppi0{NA dondw tfru a ffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. STATE OF FLORIDA, COUNTY OF PINELLAS 11 r1r, Sw n J. and subscribed before _we this t day of A. D. 2005 to me and/or by PnOVI t fl who is personally known has pr duce .1 as My commission expires: Page 5 of 6 - Flexible Development Application 2005- City of Clearwater 0 0 AFFIDAVIT TO AUTHORIZE AGENT: ORIGINAL (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): )m 101 j}A' L . CE6y bj - 12S TS Gi,* L1 E9RXV&'f P• AV-0 S41AAev /R- Ly 41 - (417 15r-Akio 4/411 2. That this property constitutes the property for which a request for a: (describe request) 51 I1L to(-M/ 10AP40YO- 10A/9 41Z_f Alf .1'AX&M 5 f IT 7°I , q 7 3. That the undersigned (has/have) appointed and (does/do) appoint: 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 site 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 (11we), the undersigned authority, hereby certify that the foregoing is true and correct. M l?l gA. L. C?(j4Lg Property Owner I./s G1A?ty?H ry. Property Owner S?.tA?t.ow 2_ LUA^'S Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this day of , personally appeared who having been first duly sworn Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. Notary Public My Commission Expires: J UL p 1 2005 SAPlanning DepartrnentlApplication Formsidevelopment reviewlflexible development application 2005.doc 1.. ?.? -?--?= Vt'i$ PLANI`11AIG & DEt EELl( i'fi,rcNT$ __ QTYQE ? ..- Page 6 of 6 - Flexible Development Application 2005- City of Clearwater • Attachment "A" 2. Height: ORIGINAL a. The increased height results in an improved site plan, landscaping areas in excess of the minimum required and/or improved design and appearance; The height proposed allows for construction of the 27 units allowed in a configuration that provides for recreational facilities on the site and sufficient open space to provide landscaping as required to build a quality residential project. In addition, this property is subject to a FENM flood zone. Because of this flood zone the living units will be constructed over the proposed parking. b. The increased height will not reduce the vertical component of the view from a parcel of land which is designated as low density residential in the Zoning Atlas. No views of any low density residential property are affected. C. The height may exceed 80 feet if the parcel proposed for development fronts on Clearwater Bay or is only separated from Clearwater Bay by a public open space. This property does not meet the requirements of proximity to Clearwater Bay, therefore, the proposed building height does not exceed the 80'requirement. 3. The parcel proposed for development is not contiguous to a parcel of land which is designated as low density residential in the Zoning Atlas; This property is not adjacent to any property designated as low density residential in the Zoning Atlas. 4. Off-street parking is screened from adjacent parcels of land and any adjacent street by a landscaped wall or fence of at least four feet in height, All parking is proposed to be screened from the road. 5. All waste disposal containers which serve the proposed use are located within a landscaped enclosed structure. Rollout dumpsters are proposed. All dumpsters will be housed inside the building. D U? la [_ U VI/ !_t All 0 1 2005 0 Pinellas County Property Ap Information: 08/29/15f43326/000/0 Page 2 of 4 03 / 29 / 15 / 43320 / 000 / 0040 05-Jul-2005 Jim Smith, CFA Pinellas County Property Appraiser 13:10:56 Ownership Information Residential Property Address, Use, and Sales CEBULA, MIRIAM L OBK; 03649 OPG; 0504 660 ISLAND WAY # 306 CLEARWATER FL 33767-1916 EVAC: A EUAC ORIGINA Comparable sales value as Prop Addr: 125 ISLAND WAY of Jan 1, 2004, based on Census Tract: 260.01 sales from 2002 - 2003: 662,400 Sale Date OR Book/Page Price (qual/Unq) Vac/Imp Plat Information 0 /0 01 0 0 ( ) 1958; Book 047 Pgs 19A-020 0 /0 01 0 0 ( ) 0000: Book Pgs - 0 10 0/ 0 0 0000: Book Pgs - 0 10 01 0 0 2004 Value EXEMPTIONS Just/Market; 625,000 Homestead: NO Owne rship % .000 Goyt Exem; NO Use %: .000 Assessed/Cap: 625,000 Institutional Exem; NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 625,000 Agricultural: 0 2004 Tax Information District: CW Seawall: Frontage: Canal/River Clearwater view: 04 Millage; 22.9694 Land Size Unit Land Land Land Front x Depth Price Units Meth 04 Taxes: 14,355.88 1) 98 x 200 50.00 19, 600.00 S Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2004 taxes will be : 5) 0 x 0 .00 .00 14, 355.88 6) 0 x 0 .00 .00 Without any exemptions, 2004 taxes will be 14, 355.88 Short Legal ISLAND ESTATES OF CLEARWATER UNIT2 Description LOT 4 Building Information http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &r=&s=1 &u=0&p=08/29/15/4332... 7/5/2005 Pinellas County Property Ap Information: 08/29/15/43326/000/ Page 3 of 4 Property and Land Use Code descriptions 08 / 29 / 15 / 43326 / 000 / 0040 :01 05-Jul-2005 Jim Smith, CFA Pinellas County Property Appraiser 13:10:55 Residential Card 0i of i Prop Use; 222 Land Use; 08 Living Units; 6 Imp Type. Mult Res Apt C4 St Prop Address; 125 ISLAND WAY S-tructural E1?m?n-ts Foundation Spc Footing- Wd1Blk Floor System Slab on Grade Exterior Wall ConcBk Stucco/Reclad Roof Frame Flat-Shed Roof Cover B U Tar&Oravel/Othr # Stories 2.0 Floor Finish Crpt/Unyl/SftWd/Tern Interior Finish Drywall/Plaster Quality Year Built Effective Heating Cooling Fixtures Other Oepri Functional Econonomic Sub Ar4-- aS Average 1,960 Age 25 Central Duct Cooling (Central) 18 Bciation 0 Depreciation 0 Depreciation 0 Description Factor Area Description Factor Area 1) Base Area 1.00 2,628 7) 00 0 2) Screen Porch .40 1,512 8) .00 0 3) Open Porch .30 1,532 9) .00 0 4) Garage .55 432 10) .00 0 5) Carport .30 1,760 11) .00 0 6) Upper Stry Base Area .90 2,628 12) .00 0 RiesidE!ntia1 Extra F?atur?s Description Dimensions Price Units Value RCD Year 1) DOCK 15.00 250 3,750 1,500 1,970 2) .00 0 0 0 0 3) 00 0 0 0 0 4) .00 0 0 0 0 5) 00 0 0 0 0 6) 00 0 0 0 0 TOTAL RECORD VALUE; 1,500 Pinellas County Property Appraiser Parcel Information 17-1 L http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &r=&s=1 &u=0&p=08/29/15/4332... 7/5/2005 Pinellas County Property Ap Information: 08/29/15/43326/000/ Page 2 of 5 05 / 29 / 15 / 43326 / 000 / 0050 05-Jul-2005 Jim Smith, CFA Pinellas County Property Appraiser 13:09:24 Ownership Information Residential Property Address, Use, and Sales EUANS, HARLEY P OBK: 08384 OPG: 1867 EUANS, SHARON R 143 ISLAND WAY CLEARWATER FL 33767-2267 EVAC: A EUAC PR?I'Gl? Comparable sales value as Prop Addr: 143 ISLAND WAY of Jan 1, 2004, based on Census Tract: 260.01 sales from 2002 - 2003: 816,000 Sale Date OR Book/Page Price (qual/Unq) Vac/Imp Plat Information 0 /1,978 4,6881 160 259,500 (0) I 1958: Book 047 Pgs 19A-020 0 /0 0/ 0 0 0000: Book Pgs - 0 /0 0/ 0 0 0000: Book Pgs - 0 10 0/ 0 0 { 2004 Value EXEMPTIONS Just/Market: 950,000 Homestead: NO Ownership % .000 Govt Exam: NO Use %: .000 Assessed/Cap: 950,000 Institutional Exam: NO Tax Exempt: .000 Historic Exam: 0 Taxable: 950,000 Agricultural: 0 2004 Tax Information District: CW Seawall: Frontage: Canal/River Clearwater View: 04 Millage: 22.9694 Land Size Unit Land Land Land Front x Depth Price Units Meth 04 Taxes: 21,820.93 1) 98 x 200 50.00 19, 600. 00 S Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2004 taxes will be : 5) 0 x 0 .00 .00 21, 820.93 6) 0 x 0 .00 .00 Without any exemptions, 2004 taxes will be 21, 820.93 Short Legal ISLAND ESTATES OF CLEARWATER UNIT 2 Description LOT 5 Building Information AL http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=l&a7--l &b=1 &r=&s=1 &u=0&p=08/29/15/4332... 7/5/2005 Pinellas County Property ApV& Information: 08/29/15/43326/000/a Page 3 of 5 Property and Land Use Code descriptions • Building 1 ORIGINAL • Buildiniz 2 Building #1 08 / 20 / 15 / 43326 / 000 / 0050 :01 05-Jul-2005 Jim Smith, CFA Pinellas County Property Appraiser 13:09:21 Residential Card 0i of 2 Prop Use: 222 Land Use: 08 Living Units: 6 Imp Type: Mult Res Apt 44 St Prop Address: 143 ISLAND WAY Structural E1?men?s Foundation Spc Footing- Wd/Blk Floor System Slab on Grade Exterior Wall ConcBk Stucco/Reclad Roof Frame Oable-Hip Roof Cover Conc Tile/Avg Mtl # Stories 1.0 Floor Finish Crpt/Unyl/SftWd/Terr Interior Finish Drywall/Plaster Quality Year Built Effective Heating Cooling Fixtures Other Depri Functional Econonomic Average 1,963 Age 25 Central Duct Cooling (Central) 18 sciation 0 Depreciation 0 Depreciation 0 Sub Areas Description Factor Area Description Factor Area 1) Base Area 1.00 3,315 7) .00 0 2) Screen Porch .40 1, 360 8) . 00 0 3) Open Porch .30 1.135 9) .00 0 4) Utility .40 60 10) .00 0 5) Upper Stry Base Area .90 3,315 11) .00 0 6) .00 0 12) .00 0 Rosidan-tial Extra Fcaturas Description Dimensions Price Units Value RCO Year 1) CONC PAVE 2500 3.00 2,500 7,500 71500 999 2) ASPHALT 1.50 750 1,130 1,130 999 3) DOCK 15.00 480 71200 21880 1'975 4) BT LFT/DAU 21500.00 2 51000 2,000 1,965 5) PATIO/DECK 10.00 230 2,300 920 1,975 6) .00 0 0 0 0 TOTAL RECORD VALUE: 14,430 Building #2 http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &r=&s=1 &u=0&p=08/29/15/4332... 7/5/2005 Pinellas County Property Ap Information: 08/29/15/43326/000/ ft Page 4 of 5 08 / 29 I 15 / 433226 / 000 / 0050 :02 05-Jul-2005 Jim Smith, CFA Pinellas County Property Appraiser 13:09:31 Residential Card 02 of 2 Prop Use: 222 Land Use: 0$ Living Units: 2 Imp Type: Duplex/Triplex Prop Address: 143 ISLAND WAY Structural Elements ORIGINAL Foundation Spe Footing- Wd/Blk Floor System Slab on Grade Exterior Wall ConcBk Stucco/Reclad Roof Frame Gable-Hip Roof Cover Cone Tile/Avg Htl # Stories i.0 Floor Finish Crpt/Unyl/SftWd/Terr Interior Finish Drywall/Plaster Quality Average Year Built 1,963 Effective Age 25 Heating Central Duct Cooling Cooling (Central) Fixtures 6 Other Depreciation 0 Functional Depreciation 0 Econonomic Depreciation 0 Sub Areas Description Factor Area Description Factor Area 1) Base Area 1.00 2,511 7) .00 0 2) Utility .35 392 8) .00 0 3) Open Porch .20 i85 9) .00 0 4) Garage .35 2,139 10) .00 0 5) Open Porch . 15 124 11) , 00 0 6) . 00 0 12) , 00 0 Residential Extra Features Description • Dimensions Price Units Value RCO Year 1) 00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) , 00 0 0 0 0 5) .00 0 0 0 0 6) , 00 0 0 0 0 TOTAL RECORD VALUE: 0 Pinellas County Property Appraiser Parcel Information Back to Search Page http://pao.co.pinellas.fl.us/htbin/cgi-ser3?o=l&a--l &b=1 &r=&s=1 &u=0&p=08/29/15/4332... 7/5/2005 • Island Way Condominium ORIGINAL Drainage Calculations The drainage calculations for this project are typed directly on sheet No. 4 of the site plan • • Island Way Condominium Existing Tree Inventory No trees other than palms exist on this site. 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C011MTMENT ................................................................ 8631 2 .......... ............................................WAM?AN`I'Y DEED ............................................................. 30611296 ..... ...................................................QUIT CLIM DEED .......................................»................... 30491504 REQUUZEMENTS: 5 .............................................NOTICE OF COYIA=NCEMENT............................... 1379012060 EXCEPTIONS: 8 ....... ...................................... TAX INFORMATION ............................................... 9 .............................................DECLARATION ...................................................... 256/675 ............. ......... ......................... MODJFJED............................................................. 1699/683 j o ........................................... PLAT .................................................................... 47119 :. OUR FILE: NCS-139223A-CLW2 2005 • ? ORIGI FA71C-217P ALTA217P rh1ENT 1982 F17,..-C 8631 TITLE INSURANCE COMMIMEN"In ?S AAlEn! g ? Issucu BY First American Title Insurance Company AGREEMENT TO ISSUE POLICY ?We agr ee. to issue a policy to you according to the terms of the Commitment. When we shoNv the policy amount and your name as the proposed insured in Schedule A, this Commitment becomes of active as of the Commitment Date shown in Schedule A. If the Requirements shown in this Commitment have not been met within six months after the Commitment Date, our obligation under this Commitment will end. Also, our obligation under this Commitment will end when the Policy is issued and then our obligation to you will be under the Policy. : ?J Our obligation under this Commitment is limited by the.followingn The Provisions in Schedule A. JUu '' ?? Q f 2035 The Requirements in Schedule B-1. The Exceptions in Schedule B-2. PLANNING& DEVEOP,,,;r., The Conditions on the other side of this page. . . QF k This Commitment is not valid without SCHEDULE A and Sections 1 and 2 of SCHEDULE B. First American Title Ins ante Company BY U PRESIDENT ATTEST 4 SECRETARY 4- w 0 ORIGINAL CCNI}I ONS 1. DEFINITIONS (a) "Mortgage" means mortgage, deed of trust or other security instrument. (b) "Public Records" means title records that give constructive notice of matters affecting your title according to the state statutes where your land is located. ?. LATER DEFECTS The Exceptions in Schedule B - Section ? mRy be. amended to show any defects, liens or encumbrances that appear for the first time in the public records or are created or attach between the Commitment Date and the date on which all of the Requirements of Schedule B - Section 1 are met. We shall have no liability to you because of this amendment. 3. EXISTING DEFECTS U any defects, liens or encumbrances existing at Commitment Date are not shown ill Schedule B, we may amend Schedule B. to show them. If we do amend Schedule B to show these defects, liens or encumbrances, we shall be liable to you according to Paragraph 4 below unless you knew of this information and did not tell us about it in writing. 4. LIMITATION OF OUR LIABILITY Our only obligation is to issue to you the Policy referred to in this Commitment, when you have met its Requirements. If we have any liability to you for any loss you incur because of an error in this Commitment, our liability will be limited to your actual loss caused by your relying on this Commitment when you acted in good faith to; Comply with the Requirements shown in Schedule B - Section 1 or Eliminate, with our written consent, any Exceptions shown in Schedule B - Section ?. We shall not be liable for more than the Policy Amount shown in Schedule A of this Commitment and our liability is subject to the terms of the Policy form to be issued to you. 5. CLAIMS MUST BE BASED ON THIS COMMITMENT Any claim, whether or not based on negligence, which you may have against us concerning the title to the land must be based on this Commitment and is subject to its terms. ORIGINAL T?-Vi.da Promulgated Closing Service LeA The operation and scope of the followinrclosing protection letter ("Letter") is limited to"llia transaction which is the subject of the commitment to which this Letter is attached and is also directed to those person(s) andl?r entity(ies) set forth in the Letter and identified as a proposed insured in the commitment. RE: Issuing Agent: Agent countersigning the attached commitment. When title insurance of FirstAmerican Title Insurance Company is specified for your protection in connection with closings of real estate transactions in which you are to be the lessee orpurchaser of an interest inland or a lender secured by a mortgage (including any other security instrument) of an interest inland, the First American Title Insurance Company, subject to the Conditions and Exclusions set forth below, hereby agrees to rei mburse you, for actual loss incurred by you in connection with such closing when conducted by said Issuing Agent when such loss arises out of: 1. Failure of said Issuing Agent to comply with your written closing instructions to the extent dint they refute to (a) die status of the title to said interest in land or die validity, enforceabilityand priority of the lien of said mortgage on said interestin land, including the obtaining of documents and the disbursementof funds necessary to establish such status of title or lien, or (b) the obtaining of any other document, specifically required by you, but not to the extent that said instructions require u determination of the validity, enforceability or effectiveness of such other document, or (c) the collection and payment of funds due you, or 3. Fraud or dishonesty of said Issuing Agent in handling your funds or documents in connection with such closing. If you are a lender protected under the foregoing paragraph, your borrower in connection with a loan secured by a mortgage on a one to four family dwelling shall be protected as if this letter were addressed to your borrower. Conditions and Exclusions A. The First American Title Insurance Company will not be liable to you for loss arising out of; 1. Failure of said Issuing Agent to comply with your closing instructions which require title insurance protection inconsistent with that set forth in the title Insurance binder or commitment issued by the First American Tale Insurance Company. Instructions which require the removal of specific exceptions to title or compliance with the requirements contained in said binder or commitment shall not be deemed to be inconsistent. ?. Loss ?r impairment of your funds in the course of collection or while on deposit with a bank due to bank failure, insolvency or suspension, except such as shall result from failure of said Issuing Agent to comply with your written closing instructions to deposit the funds in a bank which you designated by name. 3. Mechanics` and materialmen's liens in connection with your purchase or lease orconstiuction loan transactions, except to the extent that protection against such liens is afforded by ad de insurance binder, commitment or policy of the FlrxiAmerican Trig Insurance Company. 4. The periodic disbursement of construction loan proceeds or funds furnished by the owner to pay for construction costs during the construction of improvements on the land to be insured, unless an officer of the company has specifically accepted the responsibility to your for such disbursement program in writing. 13. When the First American Tide Insurance Company shall have reimbursed you pursuant to this letter, it shall be subrogated to all rights and remedies which you would have had against any person or property had you not been so reimbursed. Liability of the First American MIE Insurance Company for such reimbursement shall be reduced to the extent that you have knowingly and voluntarily impaired the value of such right of subrogation. C. Any liability of the First Anrerican Tide Insurance Company for loss incurred by you in connection with closings of real estate transactions by said Issuing Agent shall be limited to the protection provided by this letter. However, this letter shall not affect the protection afforded by a title Insurance binder, commitment or policy of First American 7-41a Insurance Company. The dollar amount of liability hereby incurred shall not be greater than the amount of the title insurance binder, commitment or policy of title insurance to be issued, and liability hereunder us to any particular loan transaction shall be coextensive with liability under the policy issued to you in connection with such transaction. Payment in accordance with the terms of this letter shall reduce by the same, amount tine liability under such policy, and payment under such policy shall reduce by the same anhount the company's liability under the terms of this letter. D. Claims of loss shall be. made promptly to the FirstAmerican Title Insurance Company at its principal office at 1 First American Way, Santa Ana, California 93747. When the failure to give prompt notice shall prejudice theFirst American TiteInsurance Company, then liability of the First American Title Insurance Company hereunder shall be reduced to the extent of such prejudice. The First American Title Insurance Company shall not be liable: hereunder unless notice ofloss in writing is received by the First American Title Insurance Company within ninety (90) days From the date of discovery of such loss. E. Nothing contained herein shall be construed as authorizing compliance by any issuing agent with any such closing instructions, compliance with which would constitute a violation of any applicable law, rule or regulation relating to the uctivity of title insurers, their issuing agents, and their failure to comply with any such closing instructions shalt not create any liability under tie lerms of this letter. 17. The protection herein offered will be effective until cancelled by written notice from die First American Title Insurance Company. Any previous insured Closing Serv ice letter or similar agreement is hereby cancelled, except as to closings of your real estate transactions regarding which you have previously sent (or within 30 days hereafter send) writt`-I't sits-&i siructians to said Issuing Agent I1 -? v [? i_I I,? I F FMST AME, RICAN TITLE INSURANCE COMPANY By: 6A 6D?z Vice Preside rrn; , - First American Title Insurance Company SCHEDULE A Customer Reference No.: 38072-0280 Boos/Cebula Agents File No: NCS-139223A-CLW2 Commitment No.: FA-C-8631 Date Issued: June 03, 2005 Date Effective: April 10, 2005 at 8:00 a.m. (2nd Revision) 1. Policy or Policies to be issued: (a) A.L.T.A. Owner's Policy Amount of Policy: $ 2,300,000.00 (10/17/92 with Florida Modifications) ORIGINAL Proposed Insured; 'Boos Development Group, Inc., a Florida corporation (b) A.L.T.A. Loan Policy Amount of Policy: $ (10/17/92 with Florida Modifications) Proposed Insured: 2. The estate or Interest In the land described or referred to in this Commitment and covered herein is an estate designated as follows: Fee Simple 3. Title to the estate or interest in the land described or referred to In this Commitment and covered herein (and designated as indicated in No. 2 above) is, at the effective date hereof, vested in: Miriam L. Cebula - Parcel I North Bay Company, a dissolved Florida corporation - Parcel II 4. The land referred to In this Commitment is in the State of Florida, County of Pinellas and described as follows: See Schedule "A" attached hereto and by this reference made a part hereof. BRYAN J. STANLEY, P.A. By. Authorized Signatory THIS COMMITMENT 15 FURNISHED BY FIRST AMERICAN TITLE INSURANCE COMPANY OR ITS POLICY ISSUING AGENT SOLELY FOR THE ISSUANCE OF A POLICY OR POLICIES OF TITLE INSURANCE OF FIRST AMERICAN TITLE INSURANCE COMPANY. THIS COMMITMENT IS NOT AN ABSTRACT OR AN OPINION OF TITLE. LIABILITY UNDER THIS COMMITMENT IS DEFINED BY AND LIMITED TO THE TERMS AND CONDITIONS OF THI5 COMMITMENT AND THE TITLE INSURANCE POLICY TO BE ISSUED. PERSONS AND ENTIITES NOT LISTED ABOVE AS PROPOSED INSUREDS ARE NOT ENTITLED TO RELY UPON THIS COMMITMENT FOR ANY PURPOSE. Q L? %If-' g lr ?s r p ; 2055 PIW . ,. _ .., .,:... 4i Page I aF 9..+Mi.»,?,;. S First Apican Title Insurance COORpany Schedule A (Continued) ORIGINAL Issuing Office File No.: NCE-139223A-CLW2 Parcel I Lot 4 of Unit 2 Island Estates of Clearwater, according to the map or plat thereof as recorded in Plat Book 47, Pages 19A and 20, of the Public Records of Pinellas County, Florida. Parcel II All that parcel labeled as "Waterway" located adjacent to Lot 4 on the Plat of Unit 2, Island Estates of Clearwater, according to the Map on Plat thereof, as recorded in Plat Book 47, Page 19A and 20, of the Public Records of Pinellas County, Florida; which is more particularly described as follows: Lk, (IOU 20'05 LANNING & DEVctOPh;VN7 SVC: QTY OF Page 2 of 9 First ArPIcan Title Insurance Coany SCHEDULE B-I (Requirements) Agents File No.: NCS-139223A-CLW2 The following are the requirements to be complied with: 1. 2. 3. 4. rl:_ . j ORIGINAL Commitment No.: FA-C- 8631 Payment to, or for the account of, the grantors or mortgagors the full consideration for the estate or interest to be insured. Payment of all taxes, assessments, levied and assessed against subject premises, which are due and payable. Satisfactory evidence shall be produced that all improvements and/or repairs or alterations thereto are completed; that contractor, subcontractor, labor and materialmen are all paid in full. Instruments in insurable form which must be properly executed, delivered and duly filed for record: Warranty Deed conveying the land from Miriam L. Cebula, as a single person or joined by spouse, if married, to.Boos Development Group, Inc., a Florida corporation. b. Record a deed in favor of BOOS DEVELOPMENT GROUP, INC., a Florida corporation, from Charles F. Barber, as Trustee of the North Bay Company Liquidating Trust (as appointed pursuant to the Trust recorded in O.R. Book 5717, Page 1561), and as the last surviving officer and director of the North Say Company, a dissolved Florida corporation. Which deed must include the statement that "it was the intent of all of the officers, directors and shareholders of the North Bay Company that all of the land owned by the corporation, prior to its dissolution, was conveyed to the Trust in the name of the s Trustee, Charles F. Barber." Record an affidavit or letter in recordable form from the City of Clearwater, Florida that it makes no claim to the title of the submerged lands set forth In the plat of Unit Two Island Estates of Clearwater, recorded in Plat Book 47, Pages 19A and 20 of the Public Records of Pinellas County, Florida and that the dedication in said plat which states, "...that It hereby dedicates to the Public in general all streets, waterways and public places shown on this plat(.)" is equivalent to an easement in the sense that the extent of the interest conveyed by the dedication was for use by the public with regard to the waterways, streets and public places and that transfer was neither intended nor occurred, 7 5. In relation to the. Notice of Commencement filed November 1, 2004, recorded in O.R. Book 13790, Page 2060, the Company requires completion of the following: (1) Owner's Affidavit identifying all parries who gave notice to owner. (2) Contractor's Final Affidavit, together with Final Waiver and Release of Liens from each of the subcontractors and materialmen who gave notice to owner or are listed as unpaid in the Contractor's Final Affidavit. (3) Termination of Notice of Commencement in compliance with 713,132, F.S. (1993). (4) Final lien waiver and release from the General Contractor. The Company reserves the right to make additional requirements based upon its evaluation of lien exposure. Page 3 of 9 First Apican Title Insurance Copany 6. Submit an Affidavit of Title, acceptable to First American Title Insurance Company, executed by or on behalf of Miriam L. Cebula, sufficient to afford Extended Coverage over Standard Exceptions 1, 4 and 6 in the Policy to be issued to the insured (s), and shown in Schedule B-II hereof as 2, 5 and 7. 7. Submit a proper survey certified to all parties involved in this transaction, including but not limited to, f=irst American Title Insurance Company. 8. Note: The Company reserves the right to make additional requirements as it may deem necessary. ORIGINAL Page 4 of 9 First ArrOcan Title Insurance Co"any SCHEDULE B-II ORIGINAL (Exceptions) Agents File No.: NCS-139223A-CLW2 Commitment No.: FA-C 8631 Schedule B of this policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. 1. Defects, liens, encumbrances, adverse claims, or other matters, if any, created, first appearing in the public records, or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. ?R 2. Rights or claims of parties in possession not shown by the public records. 1? ('11L 01 203 3. Easements or claims of easements not shown by the public records. & DEVELOPMENT SVC6 OF CLE1AY, ER. 4. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey or inspection of the premises. S. Any lien, or right to a lien, for services, labor, or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 6. Any adverse claim to any portion of said land which has been created by artificial means or has accreted to any such portion so created and riparian rights, if any. 7. Taxes or speciai assessments which are not shown as existing liens by the public records, 8. The lien of the taxes for the year 2005 and all subsequent years, which are not yet due and payable. Parcel No.: 08-29-15-43326-000-0040 2004 taxes are PAID In the gross amount of $14,355.88 9. Restrictions, which contains provisions for a private charge or assessments, recorded in O.R. Book 256, Page 675; as modified in O.R. Book 1699, Page 683 , but deleting any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, handicap, familial status or national origin to the extent such covenants, conditions or restrictions violate 42 USC 3604(c). 10. Provisions of the Plat of Unit 2 Island Estates of Clearwater, recorded in Plat Book 47, Pages 19A and 20 of the Public Records of Pinellas County, Florida; including, but not limited to the terms and conditions of the reservation of the right to build dock on the submerged land no longer that 30 feet from the seawall of the platted lots. 11. Any adverse claim to any portion of said land which has been created by artificial means or has accreted to such portion so created. Page 5 of 9 First ArMlican Title Insurance Corany 12, INTENTIONALLY DELETED. 13. INTENTIONALLY DELETED. 14. Subject to any and all residual royalty rights of Coastal Petroleum Company, or its assigns, resulting from any agreements with the Trustees of the Internal Improvement Trust Fund of Florida, which does not include the right of entry for the purpose of exploration, mining or drilling. 15. Subject to the rights of the public to use the waterway set forth on the Plat of Unit 2, Island Estates of Clearwater, Plat Book 47, Pages 19A and 20, Public Records of Pinellas County, Florida. ORIGINAL r U L 0 1 2 C,?j 51 G & DEVEL. T SVC! Page 6 of 9 First ArrOcan Title Insurance Colpany Issuing Office File No.: NCS-139223A--CLW2 Note: All of the recording information contained herein refers to the Public Records of Pinellas County, Florida, unless otherwise indicated. Any reference herein to a Book and Page is a reference to the Official Record Books of said county, unless indicated to the contrary. Notices - Where Sent All notices required to be given the Company and any statement in writing required to be furnished the Company shall include the number of this policy and shall be addressed to the Company, Attention: Claims Department, 2075 Centre Pointe Boulevard, Tallahassee, Florida 32308-3752. Service, Qvaiity and Availability First American Title Insurance Company cares about its customers and their ability to obtain information and service on a convenient, timely and accurate basis. A qualified staff of service representatives is dedicated to serving you. A toll-free number is available for your convenience in obtaining information about coverage and to provide assistance in resolving complaints at 1-800-929-7186. Office hours are from 8:30 a.m. through 5.30 p.m, Monday through Friday. ORIGINAL s ?? 0 2Cu5 Svcs Page 7 of 9 First Aican Title Insurance CoranY ORIGINAL Florida Promulgated Closing Service Letter The operation and scope of the following dosing protection letter ("Letter") Is limped to the transaction which is the subject of the commitment to which this Letter is attached and is also directed to those person(s) and/or entity(les) set forth in the Letter and Identified as a proposed Insured in the commitment. Re: Issuing Agent: Agent countersigning the attached commitment. When title insurance of FirstAmedcan Tide Insurance Company is specified for your protection In connection with closings of real estate transactions in which you are to be the lessee or purchaser of an interest in land or a lender secured by a mortgage (Including any other security instrument) of an Interest In land, the FirstAmerican rtle Insurance'Company, subject to the Conditions and Exclusions set forth below, hereby agrees to reimburse you for actual loss Incurred by you In connection with such dosing when conducted by said Issuing Agent when such toss arises out of: 1. Failure of said Issuing Agent to comply with your written dosing Instructions to the extent that they relate to (a) the status of the title to said interest In land or the validity, enforceability and priority of the lien of said mortgage on said Interest In land, Including the obtaining of documents and the disbursement of funds necessary to establish such status of title or lien, or (b) the obtaining of any other document, . specifically required by you, but not to the extent that said Instructions require a determination of the validity, enforceability or effectiveness of such other document, or (c) the collection and payment of funds due you, or 2. Fraud'or dishonesty of said issuing Agent in handling your funds or documents in connection with such closing. If you are a lender protected under the foregoing paragraph, your borrower in connection with a loan secured by a mortgage on a one to four family dwelling shall be protected as if this letter were addressed to your borrower. Conditions and Exclusions A. The FirstAmerican Title Insurance Companywill not be liable to you for loss arising out of: 1. Failure of said Issuing Agent to comply wlfh your closing instructions which require title Insurance protection Inconsistent with that set forth in the tide Insurance binder or commitment issued by the FrstAmerican 7116 Insurance Company. Instructions which require the removal of specific exceptions to title or compliance with the requirements contained In said binder or commitment shall not be deemed to be Inconsistent. 2. Loss or impairment of your funds in the course of collection or while on deposit with a bank due to bank failure, Insolvency or suspension, except such as shall result from failure of said Issuing Agent to comply with your written dosing Instructions to deposit the funds In a bank which you designated by name. 3. MechanI& and materiaimen's liens In connectlori with your purchase or lease or construction loan transactions, except to the extent that protection against such liens is afforded by a title insurance binder, commitment or policy of the FrstAmerican Title Insurance Company . 4. The periodic disbursement of construction loan proceeds or funds furnished by the owner to pay for construction casts during the construction of Improvements an the land to be Insured, unless an officer of the company has specifically accepted die responsibility to you for such disbursement program in writing. B. When the FrstAmerican Tile Insurance Company shall have reimbursed you pursuant to this letter, it shall be subrogated to all rights and remedies which you would have had against any person or property had you not been so reimbursed. Liability of the FirstAmradran Tide Insurance Company for such reimhursernent shall be reduced to the extent that you have knowingly and voluntarily Impaired the value of such right of subrogation. C. Any liability ?f the FirstAmedcan 77delnsuiance Companyfor loss Incurred by you in connection with closings of real estate transactions by said Issuing Agent shall be limited to the protection provided by this letter. However, this letter shall not affect the protection afforded by a title Insurance binder, commitment or policy of FirstAmerican Title Insurance Company. The dollar amount or liability hereby incurred shall not be greater than the amount of the title insurance binder, commitment or policy of title Insurance to be issued, and liability hereunder as to any particular loan transaction shall be coextensive with ilablllty under the policy Issued to you In connection with such transaction. Payment In accordance with the terms of this letter shall reduce by the same amount the liability under such policy, and payment under such policy shall reduce by the same amount the company's liability under the terms of this letter. D, Claims of loss shall be made promptly to the FirstAmedcan Title Insurance Companyat its principal office at 1 First American Way, Santa Ana, California 92707. When the failure to give prompt notice shall prejudice the First American Title Insurance Company , then liability of the First American 77de Insurance Company h ereund er shall be reduced to the extent of such prejudice. The First American Title Insurance Campanyshall not be liable hereunder unless notice of loss in writing is received by the tIrstAmarican Title Insurance Company within ninety (90) days from the date of discovery of such loss. E. Nothing contained herein shall he construed as authorizing compliance by any issuing agent with any such closing Instructions, compliance with which would constitute a violation of any applicable law, rule or regulation relating to the activity of title Insurers, their issuing agents, and their failure to comply with any such closing Instructions shall not create any liability under the terms of this letter. F, The protection herein offered will be effective until cancelled by written notice from the FirstAma lean 771e Insurance Company. Any previous Insured Closing Service leer or similar agreement Is hereby cancelled, except as to closings of your real estate transactions regarding which you have previously sent (or within 30 days hereafter send) written dosing instrurtlons to said Issuing Agent. FIRST AMERICAN TITLE INSURANCE COMPANY By: Vice President page 8 of 9 First AMican Title Insurance CIPpany ORIGINAL Privacy Policy We Are Committed to Safeguarding Customer Information In order to better serve your needs now and In the future, we may ask you to provide us with certain Information. We understand that you may be concerned about what we will do with such information - particularly. any personal or financial information. We agree that you have a right to know haw we will utilize the personal information you provide to us. Therefore, together with our parent company, The First American Corporation, we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity. First American has also adopted broader guidelines that govern our use of personal information regardless of its source, First American calls these guidelines its Fairinformation Values, a copy of which can be found on our website at www.Rrstam.com, Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include; • Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; • Information about your transactions with us, our affiliated companies, or others; and • Information we receive from a consumer reporting agency. Use of Information We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will:not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or more of our affiliated companies. Such affiliated companies include financial service providers, such as title insurers, property and casualty insurers, and trust and investment advisory companies, or companies involved in real estate services, such as appraisal companies, home warranty companies, and escrow companies. Furthermore, we may also provide all the information we collect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated comPanies or to other financial institutions with whom we or our affiliated companies have oip ' ?` "{(7 (I ?? marketing agreements. I ?J Former Customers Even if you are no longer our customer, our Privacy Policy will continue to apply to you. Confidentiality and Security PIAtv;v:'?G 8 D1 VFi n;.x. yy,QF We will use our best efforts to ensure that no unauthorized parties have access to an of oi?r `" QTY ' `'u'?'F j SVCS? Information, We restrict access to nonpublic personal information about you to those individuals and entities who need to know that information to provide products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy and First American's Fair Information Values: We currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. Page 9 or 9 f First s? American Title Insurance Company TITLE INSURANCE 70 0 $-? AME RI ` al /18/2005 15: 08 FAX 72770I7R.An. FIRST _UMRiCAN t?gg2 Jan-1>I-ZOti6 j6: 5Ea? Prarrllicr4lir a Sum, No r--ffas 0RlGll?i"i_ MAN U14 V..n+sr .-mgt ?t? •s Pn-( ?j ? 7ur.yan a ?.,?u . `fir ?. loci .lfgdc cl is ] d> h day of n,??rYd y 7 4v fig or. -0 ? , Ike xA7(?[ X1?,.". It. BTACK, jc;inrd kae TICV h114IM-4, Tah1 Q. -dT?1Cfir aLA/b6 ¢Att ?, ? C o? }?'a L?asrtl 7 q? , , ?:LAal?na Ai ChG bC4CG Of dl-933:ldh f ? tY 0? ? 1 a'F?• y..7 +? Q?i? 4 Lt?? ??CVLT: t? ?'$S9LYS31 and mznv , L. 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N hw L.4-1I t8 M 71.w ?..,-.,.41+._Y1=N N',I.41'l?M ..fVll.l 1W-Iy lvfplr mill, 'jrfV??l•?•? - •t?, •?r ?/„? '• 'i?t...c .N4'li.l F?1oY r?'r»IF$ •.-_.-? ?' ;?'"-_ -• YI......-.:.., ? ,k? ? r.,y?? ? - -1• i f-?r 1_?-I-V-.'-'Itlr p.1..3 ant :(rj•i?,..J r;,rf W f?l.l? 7•qt J.it> k1'4,'.i?.lt1.T.J? Y„7y??* ?_-?'' `.?, •,• 'r•_. -. I- l~ '.r?=?:J. _h.0.?C-IY.•.y•_r?•;'?l.y•r. :S_'r`rs:•r, ;.%?-?'•r' r7?r.?•i.?.r: ??:`i:- :•1•. i ' t ' - • - •_ • '. 1. . • ? q',-,•: t• Qti-C.1 : ?te• Y? F1??-,??L)?LT • - .1 • --?Mn f.-.11fWSP..?11 ?b?•• ?• -' j -•'• • ?J 1• ?t :?•' •Ir-•5'•??•'' --??_ _• •r - _ ' . f -1 ••.I,..x ••, , IT.1 "' ? ?• _ 'ir Yi .r .+- •%1=••,?r-y: -?' ? ...1 _ Q,Q,•? •{? _ ^?-.' ..; ?•..-%•'.1 Iiti?S?f+"..?! .__:.?:;?• .:;'a'te', '?'';...'':.' - •` {r1'•w-.__a - . 1 ': '}•1 • - - +' J?G?.',r,1:y?^`f?i?'?? a •: ? •i':; ?`,.•?i;•n•or• ?• : = ?i_- .: ??''?'• " :i : %r::_-::?a3.'Y?Y'+...'t.•+^ Vii`:-1 - .s 1. `? ?,.s+'kr, ? + -i,.li.??•T?s.. ORIGIN "U 0 f ZC-- CT,'50 3JGd H.Ld3H BLOTh6LELL ST :9T G00K/9TJTO N .of 10'' 2004341899 HK: 19790 Pt;: 2060, 08/26/2004 at 10:15 AM, RECOPmING 1 PAGES $10.00 T,Z'E9 F. DE T'.'RER, CLERK OF COURT PINELLAS: 1UNTY, FL 13Y DEPUTY CLERK, C1JM1.1C2 NOTICE OF COMPAENCEMENT Pcmih No. Parcal I.D. No. -;At" State of Florida County of Pinellas " •?r ORIGINAL . D L'G[-? UU•L? THE UNDERSIGNED hereby give notice that the improvement will bo Trade To certain real property in accordance with Chapter 713, Florida S(atues, the following information is provided in this notice of J I` 0 20 CoUtrrtenccmcnr. 'r- d t? Jiu ?7-e,- -' .u PLANNING & DEVELOPMENT SVCS L.DescriptEon of property (L-gal dcsrrr"pda of property and address if available.) _ ?- -/- ?c' 2.Ganeral description of irnprovemants?gon G-? f ,• fe.r" `'4 3.0vner information n)Name and address-/W/gym 3 C) 1, rtac?v?r ?, b)Lnterest In property T 3?7L c)Namo and address of fee simple titleholdet,(if other then owner) .Contractor (Wane and addrtss) ,7, Garry 'Ronfi na Tnr• 558D _ FFKkh Ai resat Win .r,,f'. PPf'PrSbiirr1, ?L ' -137fln _ ' S.Surety a)Name and adds b)Amount. of bon 6.Lender (name and adds 7-PersorLavithin the State of Florida d'csignated by owner upon who notices or other documents nay bt. served as provided by Section 713.I3(I)(a)(7), Florida Statues. Larne and address Mn addition to him or herself,'owner designaltrs_ ,r rarria Et•?c?fi?_,__ Inr- T SFt7f1 _ F6th Si .-DI- of -St .,,, E?e+-arr "r-rJ' lg-T. to recelvt a cop,} of the LSd:nor'L h'otioa a.5 pro+rlded in Scctlon 713.13(l)(b), Florida Statues. 9.Explration date of notice of commencement ^? (the expiratiap.da "?ycwnc year t'1urn the date of recording unless a different date is specified). STATE OF FLORIDA -_• '1 n COUNTY OF PINELLAS Signature of Owner. It a?; ~` ?,. ;Aa Y1.? 'nr following instrument was acknowledged More me this?.day of " who is personally I ,-town to me or who produced C.r-n r-, I c rr, as t ti t?sW .+'` Aftcr recording, rcrum to: Notary-Signature Name J. Cerda Roa=incr. Tne. Name(print) ri f Address 568{) -- 66th Street No, Title ?r ran]: 1Jr?,? 1 `- City SL. Pehersburti FL 33709 Serial number, if t? MyColnmiil any 14A W E1/60 9E)'Vd Hitf3H EE0Ih6Lc,LL 5T:9T 5002/9T/T0 • C • ORIGINAL NOTICE OF AD VALOPZM TAXES & NON-AD VALOREM ASSESSMENTS AD VALOREM TAXES PxNELLAS COUNTY TAX COLLECTOR 2012rr R=AL ESTATE TAX/N0T3C F_ kECt"TN 1 1-UR NINLLLAS COUNTY RE 054437-9 PAY XN U-S. FUNDS TO DIANE NELSON TAXCOLLE'CTOR P.n. RnY'I na;aT . rl i-A;ZWA'TPR_ FI. 33757..8832 • (727) Sr7-i71S> GROSS TAX At1I DACE PAID !iECG'=TT NO RCGYSCitiFi VALIDATL`D AMT SI?,3?S_S$ I 1.2/22/04 1 019783 13 1 513,925.20 Misr Cade Escrow Mllla a Code Mille a Rate cW 22.9694 Assessad Valua Exerrt t Value Taxable Value 625,000 0 , 625,000 Parcel # OR/29/15M3326/00010040 Site Address 125 ISLAND WAY CEBULA, NURrAM L 660 TSLANT] WAY n 3M CLEARWATER, FL 33767-1916 Legal Description ISLAND ESTATES OF CLEARWATER YJI`ll'T ? LOT 4 TAXENG AUTHORITY COUNTY-AGGREGATE SCHOOL-STATE LAW SCHOOL-LOCAL ED, r_mr sW FLA WTA MGMT. PINEL.LAS ANCLOTE P1N.Co.pL1g.ClrcL. 3tJV, WELFARE 6d. SUNCST. MAOTH, UJ( MILLAGE TAXES RATE LEVIED 5.8010 $$,250.61 5.5040 :3,440.00 3.61B0 $1,61s.25 5.7530 $3,595.63 .4220 4263.75 14000 $250.00 .(1320 7+.73,T? .x117 $507,31 4377 $398.56 JUL 0 t 2035 ! ! G & DEVELOPKiEN r CYOE t! EAt MIER C1/01 39Vd HiV3H SE0106LZLL 91 ?91 SOOG/91/TLl 08 / 28 I 1'? / 48326 / 000 00040 ORIGINAL IZ-,Jan-aon5 -jim Smith, CFH Pinellas UcUnuy Property Rppraleer tb'.45:10 'OwnDr•ehip Information Residential Proparbj Address; Uzo, and Sexes CEBULB. HIRIAH L- a3Ga0 OPG: n5ad 560 ISLAND LJRY N 9QG CLBRRWACEii FL 33767-xnic r 1 nol avalI k EVACLiA,TxOW SANE; i1 Comparable =ales VaLlua as Prop Rddrl 125 XSLAHn WAY aF Jan 1, 2004, baccd on Conauc Tract: zeu, ai 2002 - 2003 l f o ca ms r m ! 662,4UM Salo Oate OR Soak/Pciee Price (Qual/UnQ) Vac/Imp Plat Information a 10 a/ D D ( ) 195Gi Horuh 041 F jt3 isR-q?a a /U U/ Q a C 000D: 600% Pas - 0 10 O/ a O C } 0000: Book PAe - 0 1o n/ n 0 ( } 200+1 valuo EXEMPTIONS XunL/Mark et; L25, UU0 Hom=hoad: NO Ow artihi.p x , (full Bayt Exam: Nu Uec x; ,qan Rseaased/Cap; 625,000 Institutional Exem; NO Tax E-wipt x: .000 H is tvric Cxei*+; o Taxablel G25,000 Pgricultbral: 0 2004 Tak Information ?i3LrictI CU 3taweLllI Frorrta2?: Canal/FtLvar clearuiatur Yiewl .04 milla0e: 2„9694 Land size Unit Land Land Land Front x OcpLh Price Unit= PJmtfl 04 Ttsxea: iA,3S'S.66 1) 83 X Zia Z5 DD is, 600'. 00 s OpcCiim Tax .00 2) D x a .DD no 3S 0 x a Da on hlithcut the stub--Our--Homes 4) o x 0 .00 . DU magi 2OUA ha;;ea will be 6} 0 x b , 00 , 00 14, 355. DD G) a x tl , on , 00 i:Ji thni, L any eXemp t i=ns , 2004 taxes Uill ba 1 14,75,08 Short Legal 15621D EBTFITES OF CLEAwnrER UNIT 2 Daztoripti.on LOT 4 B uildirig Tuformaiion Pro?ortY?t0.d Ltui l?U?E_?t?dc des?llfaUunS. ale wi f l Hee=l COI v?rc?e u? S vaqfirI6 - eeju thy, I PT ITT avy-r HIV3H BEOTOGLU". GT :9Z 5002/9T/Tn r ? 08 / 29 / Aw / 48326 l 0000040 :0 1 Al 1-2-lan-2005 xim Smith, can M-Lnvl.lau County Proporty mpprbiccr 16163:10 Rcaidantial Card al of i Prop U*w, 22z LAnd Uaet 04 Livina Unita; G Tmp Type; Hult Ras Apt (4 St Prop Address: 125 ISLAND WRY Foundatiun Spc Footing- UdfBlk Floor 5F., M111 Slab on Grado Extari'ar Ulall CcncBk Stucco{Raclad Roof Framo Flat-Sbcd Roof Co am B U T.ar&U r-avnl j0th r M 5toriaa 2.0 Floor Finish Crpt[UnyllSFtWdfTcrr interior Finimh DrUuallIPlaztcr Quality R.vevage Yaar Built 1,9Go Effective age "l5 Heatine Cante&l Uuct Cooling Cna.Unq {Central} Fixtures to Other D-nio ecihtian U Functional 13spraclartan 0 Econonomic 0cpraciaL'ion 0 Deaeription Factor Area Dovcription Factor nrea .; oaxa nr-an 2_ as 2, F, 3a 7) . 00 0 2) 5croan Parch .4a 1,517, B} ,00 0 :5) Open Porch .30 1;532 9) UU 4 4) aat-3ga .55 432 io) < , o0 0 5) carport .30 1.75 11) .00 D 6) Uppsr Stry 12&zia Hraa . 00 2, G2$ 12) . 00 a Dcacription Dimensiano i} da?K z) 3) 4) 6) Price Unit* Value RCD. Ydar Is, on Z50 3,750 1,500 1,97M .00 0 D' 0 U 00 0 a 0 i1 . nn o 0 a o .00 o D 0 0 ,'UQ Q 0 0 I} TOT19L RECORD VRLUE: 1, 50 0 :Pinellas County Property Appraiser Parcel Yxformafion aar,U 'earch I'a-e An explanatiQn L)ELhis screen. UKIVIIV j i PLANNING DEVELQQ Mt 5V( ul ..--.I nr.ri T HC:: I; CT'4T Cfl13,-r4T 17 1:1 r ? 08 l 29 / 15 f 43326 1 040 1 0050 :02 li-Jan-Taus Jim smith, apes I'lncrlla? councY Property F2ppra,iuar 16:33:32 Radidtntial card '02 of a Prop Uaa: 2z2 Land Uza: aD Livine Unitst 2 Imp Type: oup1nx1Triplcx Prop Addraaai 193 XULAHD WAY S`?rx?.c-t?.z'a1. E1e?tn?n.-rs Foundation 5pe Foot-iqg- 6WdjAik Floor Systom 51-ah on Grade 8xtcr 'or Wall Cnncflk staccofRec,l.ad Roof Framo Gable-Flip -Roof Covor Corte Tllnfnvg Ht-1 N Stories i.0 Floor Finish CrptjUny1/SftWdfTdrr Yntarior Fi.niah OrymulllPlaster Quality nVara,go Yoar Built 1,463 EffectiYin A$e 25 Heating Cantrnl Duct cooling Conling {Crrntral) Fixtures 6 dth r ?opraoiation a Fur+ctionx1 Depreciation a EcbnvnoMic Dmpr6olation 0 Description a) Daxc nroa 2) utility 3) Upon Porch 4) earaga A) Opan Parch 6) Fa mtur Area 1.00 Z. 511 T) .35 • 3sz 8) . 20 Jos 5) .35 2, J nn i0) .is i2? 11) . uD o i.z) 0"cr ip Lion Factor Rroa .IID o ,a0 D .oD o . ou u .0D 0 no 0 Dc.Zcription Oimnnnione PT•icv Units Value RCO Yur it 1) 00 0 D n a 27 DD a D, 0 0 3) . 00 D 0 D D 4) . 11II 0 D D D ?) . do n A a D 6) . no 0 0 0 0 TUMA RECOR13 YMLUE: D ORIGINAL Pi-n.eUas County Property Appraiser Parcel Information 5,U R.to-&anc An explariatian dt 's sere PL<,h, : ;. = DEV?!^? .... a? r SvCS. r"Y(? i:R CT/CT -nOVd H!y7H acaihecz?c 51:91 51113(('91/10 0 ? PAGE 14/21 111/16!2005 .16 :07 MEATH 7727941 (Page 1 of 101, ' Ua/71/94 mao VOID 271 7017 D A T A T U I M s i i SST AX CG I?g02 O RIGINAL Ti133=XCT7:()1ii -• TSLA2M =VAT .= CLZjT WL7=, IIl(T 7;W y moor lTY•• ice= Dim =m= I'T1R&>y'7", Th.-b tha tmdgzo Ll asrpCrA&I-j. bujAe tku tivnmr xn tea lImple of all at I$IJ? ftSxlTFL5 7 CTZAAV17m., Ma7 7x'0, aoanrdinj to tha b my or plat tharsat romaraB4, in Mat Book { •17, Passe 1[1-1 "d Bo ruh.Lu 11soorllt ur VinellasCmtmt1•, Merida., doaa hrT-gbf 4a01ar4 that a.11 or ¦atd.asibdiTiaian io V441e0t ,'GC 't-1•+A -y? , .?? •tal20%1mg rroatrioitapsl Si T)W59 rostriatlam.4 anfl ;.. ttaUMx 9nall Ilia doYw31"ir runn±U 7r?L4 the 1Ltd, rojrdl•arn of vhothsr or nvta thay are spaaJAiaxllr lantionpiA Ya unT dooda at adary.'rnni +ubraelrwMOlY axrau?nd. i ' cq_t JL* 7? 1. A-U of the abay* pro or3t ab.YT 'ha Sca rn'ra1 Maser-lrtssd ;r• g `-•?; r antlantial prbparty and rail-Lipia 4xo11zn4 Pru"k-ty A" tG sf?uat?>~a ti[ a"ll be erootad ca Yzq paroal nr the mama other than t:hoad strctotru, paraitt43 b7 tho Riatriorl,oa>, or lulaad Aatstor of Clrartrztitat•, 17 , line, R• ruaarded 3n O? 3Saak 1?7, 0.4 Xu 88 cbUn Ilaaasdr aS k7e?3laa cauntT, Mtsrilu, cad otbor t ono Cl) fiatol, xatsl, part =ant bouae, or otbar =ult?pla ctvv1X1ng, to?etlzer *;L+h cam (13 p 'aTRt[s ? Y h T &to or taonntl=uctadd ir narr ?wateriaall.sa? doni? se tII• At= ssruat+ard, Z. ac au%13u1.3.adag at' LTtr =atUrsp QZ Sap/ 4 A;*i-ALm, gx?r as •NbS§4 on the property am3 L na grAV or -otzar strmotmr4 sh*11 be ar+at43 on tho pr•apnm:r prior to the araction or the xrrldmoos. a. go trai,Icr•, baaanaat, tant, mlZdle, jP%mP;-b* n or mbar out= J bu-tidin6 mum.11 ax am t ma ba unu4 a: a raalGaaas, ZaKparxr13,T or . ,•'al pirmaxioutI,T, uor %Ik&ll ?T r0>SldikII4+3 Of a tU S13E?• pfthiz-; art be twr-, ? , '• ,? aittad. No atmo%urs of am Idnd Aball ba m0lftll ahtc mq-yez,& ?? [hs+:.; -?.;•, • a7toTe deter7.hed Ztlrolsas-Cx• .' ? '1? ..=5 1t •-;l.ta .7• •• JT. LOTS AND LOCd.TIM OF Bl MMUGB. - lti He bulldinr 0)1411 1ta ouUK-tzuated UNA "Y lov ax'' plats hmTU' 1,? xa,:i? [ tue?ft [,0-ao A*uLrs raat, aw *km araui%4 floor, oxoluarl_v aL paroboa acrd open araar. 1' Na. o u l l i I J A Z shall be arnotoa ilaarar''tiuss tlfdntr?rira I X I to a.V atroat lot Ltoa or wnj ratariruUt l.nt tTnw, 110 IrdIlding cr ' y parro Lbeset :ha11 ha oroatod naaror -LL", efT&m. irisr : hxix 7C (7„a 1) to AU: a3da lot line U iAzamor tat lino, exoapt that 41M xmtre nag by no Oleaar thin rITe raas (s[•1) trace an;- ride let itnd4 C- PU)4 R4, UMS, CY.OTE= POTAM4 IND LSMR•r- l, Ho zanoo or xu11. :heal be oobrtrua'ted or j,.crx •itad. »aarvr be anT rt,renj yr T}LarrrQ;rL lot 7lae than the bul7.ninr setbanic ltn.t set ='L inn I.ara.G?an a-2 harwinborara. , 2. No a1a;11ar dr3tag polar at, 11 *kmll b.' emoted, or u:rsd as tbs - prvp6rir to auoh a maanor tbat rsiQ pul¦a, 1`inea ar 01"big the "On abmlll bo -riaibla rr= the at-rt., user or sAlrooWt IQVW% ?. 2to ronoa. _all, {,6,ra, I_d&¦, •hrllh, ar any obrtruotlou or any . jka.LlirZ1 ,rbloh obxt"ot¦ the 7j.bV aboT4 t•1o rant (pl) or bulaV AaTmm rest ' (71) abdTQ thO a47Latnt toadrar?, rbx11 bs plzard.or par-RdttaA ;to i'a><ain ' an.saT oornnr 10t naaror to *Jtkur m#.r*at thAn the rrrpaatiTa bldldis[? s.rbuck 1{ us. .••Y?4? 'D. SIGNS4 4.:1 it t." ti.:--- 01f 16/2005 16: 07 77279 110 HEATH so :P,pa: of lay .44I1Q.0ni. S/raI v91.3 2111 L zA=k=Lc4 ... 7z1T AM LT. a0a ¦ 4W r.4?tt • shall Dr ISloL44 an' _. r __-._...o v.. p,.. r, _,. VW m. oar EX psrobl nS x 90=4 othnrr fluty; Vh*gd a£ru?turc ? Q?":, paratttiad bT tttd Aeerrintianr at Inland Sxtatar as C],eNY•?fatnr, IIa?t ?:? ' fir; as s?aarSad in ow'i,:. BaoY 7.SI, 1'Xga ci8 , RLZ1Iia klaa4t?is ,Qx' ?..t 3siU$11ax L'o"tT, Flcrida1 acid othar tbxn ouv (Z) tlotal,,,mc.pal, AIL art- t dint houao, or othar nu3,p1•p1a dvplling, 'l,utotjt.r frith Ovat (1) p Yxt,s :t II •gxzRgn of kho same xrahitueturv and Kzzora1 daeian am the aLdIm attbSt,ora; :r? bet4L to b-a nRURCrzawa or now nxtoriels. 2. No autbuildin6 af-xmr n.atux-4, ssoop"t a dru-ngn, alllr be erootad an the proportr &AA no tat- ra or -utbar stnuotura Nual bo emotek ou the prvpar y prior tq tha 4ructicm of tba roxidsueo. 2. xq--yrAj.IGr' a"'a_t-senf, brut, shsaY, rage, 'barsi or OLbbg Olt- bul.lfliag sha7,l as, any -Lima ba brad u c ror &.rna, CsFtporarilr dr Ilar 4nacttly, nor s1?11 soy ro3sjdsuoa or K te3lpOt4t VWP °2..Oirr ba p.r- AiUad. No ntmoturo of omr k al v"Il be ma-rod ants an:r pr-rt. df ths. ; y ,a1SOTo dosa:7POCL prOpartr, ,. I1. LOTS .1H31'_Y,OC.42TOt2S QF BUZ"EfI3x23G3„ 1% Hd builAIjaX- rQYll be oaristrust}d Lou 2xT lei. Or plAt hs&Y p6 I&M , dean 5,2(14 ¦tLs;ara fast, an *.he Amauhi r1oar, •salUci.TO or 9&ra6ts„ pornha¦ And open asks: . • ti 2. No bU1141 njj xhtll ba 6"o LsQ nva tyr `thxri t nfr-tiT+ ;`oY; (JZS I) ti4 ear x'GrOOL ads 11.134 yr arlr ssLerrrvae lay 11.na. 3i13 '..ail ar ,3 ps.rL thuroof shall tad 4r,fored Raa tr Vona X*Tva and a hs-tr taab (7 51) Lo axLT siclo lot 13na or Irtarizr l.or, liar, a-lxanB$ {hat, Cis "OZ na? ba ao Ulosor than fi,T„ rows (ai) rroai .a= aido lot 'WI ppad? C. .PEIiQ89F Y1LL9, G7G4TSSFi9 S'Ut?9 1cfD FJS2?4. ?-Y. 1. No rouoa or tmli ahn11 be oanatrunmad or pprmMts,s4 nocrrr to } L .4,t.T atira.l Pr vai,9r:r2rit lac. Xlav v=casi LU¦ brxt3diag r4Llraaae 11a41t rrtw Otit: ? Sn parasr7gh I3-2 horoinbofnro. Z. ko alat.h.r dr.-7'].3a4 p41xa or )-wasp stul.X. 'be ti"otod ar goad on ib• pmparty- Iu fcaah r. auauur that xr`id paler, l.Uox or cl.ntbing Lbarsou wk+n1I b• T1.01b1• r"" ili- •wr.*ar %n.o.r or r iP•ilt auto. ? s. Na r.,rcr3, call ttino, bedZs, phru.'h, or anj 4brtructioa me xxry •? nzimr2 wiioh obstruotc iha view 41.0" two Xaut t;a or below swan rapt i (7iJ abdrv the sdjeosnt ""Avis, ¦WLI-t b•4 pI ned.or possdtt44 tri rtmi11i i on any aOM07 lot ¢rhr,4lP kn oiLhar sts-1111(, t•f..^ -Uhx roapao&I-en '6.,1.1dirtz ea•toaak lx.na? I3, 9IGH3, ? ,f • .w 1. Av A3an "mil b-a vonaLU:tt ar VMLt?d X0.1 or rtricta t3,aahar op or Off, roraxTMTSW, nharsp¦ is hr+ ¦,ar auosrsg,a,•' , •,. of 111tLas?rxtina, or vaplayr. uaY ?a(rtitlg pars or pit°LU" AD dirge , =- bntm ar boaaan rim or ].idlh; rhw11 he cena4run+A14 or X?ardttd'%- ?. I}ybr7 ¦S pz "11 ha.T¦ itr b"U *dd *11 mpportr p+i'rauvcrtIy-, p,ttaathsd to the %min building. '. p. No alp %bir2l be.aonxkrUQind or p,oxmitw tmt:U- Xt4 &Lae. r, ,. ' •;,,', g{ flsslgn and lou&L-Lan haYa rl"L p+aa sppt" V04 'b7 tlta•f.Taloysr, -,..;?•, _? , ?f 4, No nigh shs.11 be aonit Imutad or pondttad VULOU is bdrIA , • ?,?, $0 rquat-o fUUil is s.rsa as *"h r4IA4* Or rids at.saIA aiLs_ 'tCa;? ts. Ho viga sha71 bo oonstrmotari or p4ridtEad Af or vu tba axttf Or : - : -"s, PAGE 15/21 ORIGINAL R' FR, Fc' 1. i.a 0 i 14 3 JE! ("If: -;...14T 01J16I2005. 16:07 7727941fl40 HEATH irclpn S ul jai i nelesm 16:2r trAla oil 7417 D.lT. MCG -++ l5T AN Q rQlual of =7 tuildins tar tba pmAd ear adFertlains sir lul il4is con- A at-Gd tfs•rvd¢, sxa.r4 zAa rantY ar xvomx, apartatinty, =4 Gthxr dxallisY annoatGcbs.tiapa, B. D003M JIM ZUIZ9. 1. A-r 490k, boatlwuac, bWLUtur or ocructut•o over the lrrlt*r '• %4joi.niag tLe 3rropartr :lull be conatk•Uote4 or 223 pound, prs5rur4- •? arooxatafl pillug uld 0917 arirad .docld.ag or better: IFO* u. lta duple 071.12 e=Qntl Unrs %U= tj:ZJM7 rest (dot) rroa tJza 1eaYa11 amorpt tar the tto-orr j?;L1 nS uhith mar ba'.s aasLss hK di.n-t"ca ? of forty rmat Cow) rrda the svaanlA¦ 0. Ho dank shall l,u pla4ad an i0 to binder nAvIcxtion, piuttiaal1?17 rp to the paax?&as but.trvon the 121gadg. 4. lto dank or tiv -oCf piitug obx11 be U-1+1171 12 toot aP tbo projaation ar 04e7 aid• or i.ntarier Sate 7,ino, 5, Ha boiLt 247 be •o unahare4 or taooood u to J.1Lterfeno vith t,ttyl,rttd,oa batvoaa the ialande, P. G'&HS1tLS+. ? .. 1. ?b• avr?or o? nruc? 3di ar pateol "on vulpu M. uulrapLo drs13j.nT ¦trveturu is "nrtnzatad shall prarids adoiju=tu puyud utr- Irreet partcing rat- not limits then one [1) oar ror :Rah room, nprxrtxant try mul u p L a dua Lu ny aaadagedntion. 2. tia huminnra „hall be awnatrltatod or paratti.od uphn. 4LLW lot. or ps_resl or ?Mthin YnTr- promises szoopt tbr,+se 1imiLed 'bacLnsgs not rrom tl=a to ti-mu pnratttod b•T the zoulns or4i.ap oa4 ar tho r4tT.aFos Claxrvttter, 141orida. 0, No grads or alavation me arty pnrtd.ou or &=tr let =.y ba chnngaa Y1L11out tea spsniria uonaartL or the dor41lapar. •4. U1 6arbaga or trash ennta.inara, ail ?r 1-1.R bottlz a xM tankS4 sort witL•r tanks and x??lrte aerUct"rsa or lnatall*1Xonx, abb3Z Le plike" under the aurfacu or the r round. ar jrl.Lao-a in -11rd-ta &"a.a ua--tb-zt tha,- alx=il not bn A=iblo rroc "he propaMr, r 5. He outb, dndal6go ¦truotura, "-t4' 11-met, aDlrar ].d.ilu, ¦as, l v.r ar%ivp or Lay atrcat shall bd "noved ar Lltarvd, tov. -".11 l,arr. xityytsaut the spaciria oansunt or tho dvvolopar, 0. Omen at raapuntiyo lotp :ball be di..rtta`Lly EfnaaC3aIly trelr :-pon:lbla to tha doYalopur for dsxxgs ca the i'arsjp:1; W ]xpi•o?mo4k¦ raAtil,ting rrap the action/ or earployaol at? Wald ounarp or ±uttepandttnt aantraaLors rnrnish1nK labor or cr.tarirln'to or ror' eokiUt awnet•so do atruotorn sharp bu arootnd, lelaaad at- parmIttet. and po Lltor*Lionr 113411 b? mAdo or part=ittid ate the proporty-=oh awl in an vm6K h1ndar the surfaao or nub;-surraca drainago of the ycuport7. Ho buililtng, strtlature ar iaxL% .aLtiaA, 10olvaoX InLTt riot lixitoR to rsr1dand4, garagoj patia, boakt7etu4, look, "'11, Pence, V-x7A pl"ting and Tturbaauu 6t-JU, ali,ekl, lea "ia6truabod, prdatltl,, p1mced• or parmitt+a upon Lhe propsrtr until Lba p1mmo 7La4 :pUtdl'lne- tYana Dlmrsrar jlkve rlr}t been r.ppenved nr zna ¢arnl.opes1 ar It.a 11s s! v tod atSLhar:L%y. ihu ¦LSd pitrir =eL rp uo1f;f natl4nr *yhtlX hr ¦ttb. ltad 137 tht, ovq-r to thu dvealapar in duplic-ta, aaa of lthieh uhmll b• returned to thn owner *Ioau- Ipprovad ce rwJaatad., a m& Vii ocher rutalnaa ry tnu dwy lapvr. Ap pruvax by Llui anvaxop-, V NM:U plane and apociriaoLlone :bull not Ae 4oa"d to bd L V14r r o[ t?beae rnalriot,tonr. • iha deYeldp4r har•ebr rdaonan the rigUl to dlaLppraro r7Lns Lad spaal.Mattlons soLtY7 an thy, b-ifi ar xtathatiGw- a. ur T.Lk]11?5 t?oi¦ agUl4u4 C4 iYsr¦a r xLrjutiona, pa.r0'luaarr: ?.¦,,,. r";. Lba tLtlYOlup:r an.1 th.a auaoosxarrt i.a tl-Lls to quote VixrDb4v#r# heroby Laimnvladgm that the Oyclapar wIll aoutinue dTA t2$, rall t an,i ganairseaLian opar}ti,uns on tb4 ati wt .1ando of ?the ? 10TTw1ap*r°L tha 1101-nity ar 1hr pPrv wrty, -,J the ruf' in tibla pia, bi to g title subjeot be tbout r9strJ ptlans, veiia PAGE 16/21 -Ism ORIGINAL D Lct Li? U a, 066 24); 01/16122005 , 16: 07 iPaaQ? ? tal al4/2bf?d 77279 4119 15:17 V3LJ 971 T317 HEATH RATAMCH 444 zur AX at, qoPab + o r+: 256 a; a Off.ARi r•r :rU' dj?-&vx A4atl kij:LL result limn rlunar or 4-KAQI 1-0 Sul L:WS . ntzo 133'*tij;ihK a;mratlons, and do vadv¦ objaationc to the jco,ning or ?? tP1h OL2rar Ztuxdm ar Lua Alultalapar br tba ty of CZrpi-yaUr &0j:c t tb • , . o ¦ 4110i 0s or tbQ daralopar. No build aZ sbLU b.s srsoWL upon the jss-opsr{. xtsi S a.ir pS-ut or ather me,6rx31t7.s vkzLnh v111. beonat ditiaolcrod, or dmxffgai by tho ruwo0 qr sxvog vtdaU alght 'rosuit ,[a"aR . • . drr+ial-ua epsa-aC:Locr. , ?. No gaziour or arronaiTn trade or xnti'ritr Y Lt11 In anrrjod- _ t r'. an ugob tan,' 101,, nor x"11 anytb3-ng ha done theraan which and b4(. Or haoaAOe aaa Asix?or?.ggo or nlyj,aFiAdO CO t}xa aoS,gbTirJr]Aaad. ? 1 - :0. No rzs'irimla, 1-t-rnabauk yr pavlzl'T' nr aky )Cni1 trl.l]• tM s rvLlnua, brad or kapt ou aaY Sat, axdopt Uzzt nut bard ttl a;•th"a (53, ¦, doge, aAZS and athbr houaa2solA Rate may an ]kept, groTjArA that than. at'o oat kup;j brad or as.1ritiLLn6d for unr aoaz-6"Lax pur?QAAS. • ; 1L, lto st"ctuv-o shall ba armotod or 1aoTmd, npan xnj pslrt of •'4bs t, .,T prslsod hnrn;W dasaribrd, uer 02WA ari• anon? nr moMflca.tion be . loads to the oxtar:tor or stay ol%gh e£xuoturs t(u7.r1s tha,smtertar pIAA/ d a.? an spaoiClum.Unns tharmor or of suoh -proposed. Ylodit'lostians rbo7lint Cho nxm3 +, I=Ln4, eha.ra hart sad 1oaat:LwL tbo"or, "h ju ra b+ra b i ;a -? . au ttud • to, sad 1m UnC approTad by thr doYolopor or :,tip 4Lgy • deal?na.tad tala:kcaa-d,t7'. , 1Z_ Hart-h AaT Company, a trlvri" oorpnr%Uoi1, 1a he1"shf d+triCMLted . an atho d•%VAlagOt•e fan Oia usaa, end pur•pomsa or 112maa ruAti le?iaaaar. 10, The 407010ppar Ahall ha-ra Lho ri.&,o sad Luthor?ty to approYa axovptions or variatiour rrots than0 r0atrictioam YAthl5ut na•ti,as ar lisbl,lity to Lha ouners or otter iatx or Any parootsm or tztrt erity kt%iL/QatYOr. ,t 14, 9hauld wuzm tz- ana bat,. m,; ohms oR t -a I&Xw%. or tha •t4b- diTisiOn, be nand as a: slitXle Luii•lir mats, thave rmwtr: at1rms 1hftl]L l r h b h i r rpp y nt t lnue r o stvUra a 1sl2.0g aita ware ana lat. . 15. Thnao ooronalcia oast raatrxoti-aasx era real aaTemAut:u.mnd restr1o"on0 snd rr-q to ruc rtth %he IL=, and ahx11 be binJAC oA aa11 FLrtios aAd olr:trra, and ou a1I partlas alriu_ ?_nr angst t3t?, LdM q'• . 4 jmrlod of tYOatT-L'a (2C) roars from the ds.ti thAr. noy-smaltts grid .. 1 y? rsrs o?Sonr are i•saardod, AJ'ter Yrhtoh tuna 004SI 0a7¦s3ants Aan3 re-- stA-latlon¦ sha11 b¦ .u'Lanat7.oa11r a%tvrAed Par gueeagvIya -t fulrigds -} L pr tdn (10) Taara OLCh, UxaAM11 prior td, the Oo><aVnDArtxt . 17 Azz;r 10-sass pnriod, %A iasrruaant jlh U-cl ing, t1gua(z by a Majarity at •=? tha oxnaro AC Into Uxs boon rooorAad in Llx. Pablia Asavrndq or Plhrllsa Cutlhtr, Piorids, which maid i=%t7u=^mt sbs.11 A4rea to cb.-tgv, s.ltor 0r rLaraLnd sA1,d aarunsuts and r?asttj.etJLamA -Ln vbOIA or Jo pert. 10. If 0.n1' pora4n, virq or oarporaxtson, or tbsir hairs; ' " ; •, ¦uoooaaors or Aas1xnx, shall VIOXAto or at t to o.r r,1,aUty ay { tkxora rautriations boron their axptrmy?0ai, -.t rha,Il be 1 vCtx1 Car .z, aaW athllr p4roon or pgrvagx avui:xt aW pars ?r gsroml ar *43Y oba74 dafOrlaad land to praard4i¦ azir proomodimg At. 1av or i.n aqulty Y • aaainaL cna parson or parmans rJ.o1mrjWj; or 1?ttienpLJU to V?LDlMbx ? sxW auah aoxrnxnt or r0a11-.letj.=x sad, oitbmr• to proeent b1 A ar tl?- f rrota so aoirzZ or to risaaTor dsntab-as al- other dUva ror stldU 'MD1L iau. Y 17¦ ZuraJ idaLlan ur say aar or Lbaso o%rrru.rx7lt10 Isr judyssgtr or t. Cc-AM gruar IFL-IL 3n no mlee ati.ot A"Y or t:1r Ar110r pr0711i.CCX, uhlah Mhx12 err as;la la 0411 Lorot1 end s[Caa t. • 1,? • M 1 PAGE 17/21 ORIGINAL it I ?'!6 0 ? ?,?3 0111G/2005 . 15; 07 77279410! HEATH rveza S at 101 oa/?a?DC la:za 173317 uTi 7?_. olfrxrRdcu •,» L01 Aft C. Doll 258 ?Aaf 678 WORTH Ti LY 00101HY ; C, 4,N . ? ire ?•'r 9T TO nr FLORID-L - CafUp{ a'Y OF FxNa treks _ f • •r 7 11MUY CMTXFY That an t? id 10th d.?''o[ Il. Or 193A, baforo ton pnrxunxllr nppea.rad. WAT.T•C3j14r,uhd 4'•:: CIiARI•RS H- P7IiLY,Ip3, Tk-. , PreyidariL and. 5naratirr'?tdallaatlY017-, or :IORT1i jSAY C41pA}tY, •a onrparaLian nff3ur the! 1atnY 17x L11D 51:fxtio .<'`f' A of E+1or3dx, to ma ]rnozrn to ba the por0o?s vha exaputcd'ttie+ r- f r.,V. ,raragaltiG iY+atrun,fnt, nntl a?Tera7.11' aaSrnovla?garl;thd ATtCfitiali . ;;? • Lharaa7' La bo •thtsir Tr9s :at and d&*d all muan'armclurCh, ror Lba uoea and purpoaou tharaln montinhvd; and that tboy aZt,'Sisad theroto bkpt arriaiu.X'anal 9C maid aorpnration, and the said inrtcruraan; in tho act a.nd dead of sold. mr ormt,inlt. YIZTHi.`79 1177 eirynacuru .nd ortloial aawl aL Clanructrr, In tho Coutitx CDC Pi ellaa, and SLato ut Tilorida, ERn day MCA Tasr l"T, mraf oaairi. yAa-•w...n rr.. .? ' `??- r li? lttfxarr gf;v7.l.o '- ,t +i. 117. VV41 fU=M t1171 N M1434 RrLA96 ,Y PAGE 19/21 OR161NA L 0E 01 203 P(./ir. r Jvr.? yy [31/16.!29155 • 16:07 (YJgp a of };l 1?G83 117 Lr7 ,ear a• . ?? Wi 7727941331& HEATH I • ? art ?G?'??483 ?•?:? Y it,^l'1-L•c1- 1-IJ4111 any romV6111, . flarias sarpar riaa SAldsf?',, }1 Cufatua, Cluar-atur Plarld.I p[rcy at via First Pact; AAA lier.1 ti r Iluuan. 11.17,. A Plal-LJL Iaroaraclan, Inixnd Gr(tolow, C.Loer?stdr; I'laridn, jturky uC the .auaaJ V•rtt '•Ir.rrw••1 j•urtl, nnY l-4rAPaa7, t: c rcmar cuomrs at alp. Ca;7JSM••'•rf t !u lusdrl4al j r•tAni?c?,1,a[zraad adrt.in rcrtrioalana allarron xs ra li curJ.d U. u;rl...ial irdau r.l t).,ot; 7SC., Nja 615 .4 th- Puk].:a k.accild.• I. al j111Jllas L:uuncy, Flaridai ALL) I1jj.nlh5 1{ar}r.ton llaaad/ Maa,, are .• r 1 Llw p,+•r anu vusrw of cl,u ra1,l.-lnu Jarurtb d j+ron?•., to ML61 ?,.4?• al that cart-.11i j7.,rtlott aC Tr•ot 110r Unit 1, ¦a ahaun WI thu llot ut S.,land U"tatalt CC Cl.e.r+ta'r4r roeordrd 1r• i•1ao ronlr 47, Lulea 19A n,.J 717 in 0,r. F3Ua Raanrda •PC of i•?.,,u71n? Cutn,oy, Flap"., uhLch ydreidn of laud is p"rrn ..u7•?Ty t.gan?laJ •nJ .i..an11...?.. edu..w, •?. pr- ahY PA9 al: Ahm abr. Vasturly caraar of Tract DAN., of uu.1.G Z, 1slow aal:r Caa we Clsaraa Car n:x polaa er '11 na_ila,Lud, rur, hartli 40' ]61 }9" Ca.c .L ng ttla UaraarlY j, linT aC aVitt rr-uL •a ", . .11. t.aaa of 195 es.al t4oop... •: Pull 4-a41t 7y• yr •1111 tlact, a distunas of 715.04 %14tl t :•4 .. clldh,ta rrai eatf iorly 21anr tno i> stsrlyy line a8 said • 7rnor I'A,1 rn a euana to 211e rig tt at $1310 Enec rrdltla C 01-rd 4oarltid ?au Cl, 91, 061 SR11 It.aC e110t•4 di[•tanac ?j 425.46 Cagt} 10.SG faoti Yhanc- r1,n starch AV- 131 4L• ' eruct malt,[ clll -'•uur•I,+.+aauxy line ar mid Trace 1/An , .3s0.30 rear. I.v u•. p?l,.u of L.uSi• t„g. -, A::u IMUht AS ir. La Wilt chairg or tn. pcrt-l!toi iiarato to nadiY7 thu nfu PO.,a I-r r-.erJxzlaaa• so LIwr •ffaad tnc aeara daa.erihsJ pre- , al.+.j I:In_ :St{G,LPUi:L• i„ ca n.sil]"rlo t»an L G/.+: (yi_atl) udL2.A9 ..C' o4ilor ,suuJ ar,J •-lunLJe ean.3doraeiun the Lwrtz aE s firsa-rapt . Jan., trr tills rAgK. alul Avocritr Pro'doi la t• Sn L'ra asill r?}tric. r:iane, rurahy nwary tho .Lid rfatrletluua ritlr rdnpaati as Una lacy- , i;1 trn7aC via G•rpor64 P„d tlia loaetiaga of Via PLltar rvae Car th¦ to ,T our Oal are Lt., of irrrawaimLve thaoiatrdl toua rcacarr El!id adYtho cIt4 =*A"atlana. i•?^o 1-quia SAY cOMPACY ' .,•_r?rp9ra is ITTl "y •y?.r-.iC..t ,~'j ?.tn4..l. _ V' ,ku (d !f v7 RH'C3 - ? 5 tj6rn7AjLY - Ad b,.d ,r STATE! oP FLU=ti: - -'" C0n$:'Y nP 7M4MLhS& pears, '?= j•t a? ¦nd4_'. th - a or r ? l ? `? K . r nor vwl7 z ra c -; +'ar n aucauuLaJ ctt. r err to laZ Ijr..rxsnt7 la cud Host: or and lar Fhsr. 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"l1 i- . ;j% i L.. ., : ` :J - - • • [ . L' .?' , - '1 •' ..:. . • • :I _ %:?. ' % } ,....: . 1 ; .' _ - r i'+ ' ; .: • t - k %,, tiff t: jy - • £ i„q 1' - - - -'ir: f "'j:. - - - .v i I.ri•- _ '{ i:7,[ • OUR FIX: NCS-139223-CI.W2 FOUR F.LLE: 38072 Aw E!'HIDIT DOCUMENT BOOX/PAGE I ...................................................... COMRNIITMENT ................................................................ 8630 2 ......................................................W.AR.lIMTX DEW ............................................................. 838441867 ....................................... ................. WAPJRJLD TY DEED ............................................................. 46S8/160 ..... CERTIFICATE OF DEATH ................................................... 6226/594 REQUIREMENTS: 5 ........... ......................... I........ NOTICE OF C4 +?r? rrC11 NT............................... 13937198 EXCEPTIONS: 8 ............................................. TAX WOMUTION............................................... 9 ............................................. DECLARATION ...................................................... 256/675 ............................................... MODIFIED .............................................................. 16991683 10 ........................................... PLAT ..................................................................... 47119 ORIGINAL % - AA?4' - 0 FATIC-217P FA -C CCMMiTMi=13i 1982 .? FA-C 8630 TIT LE INSURANCE COMMITMENT ?5q AN1rJ1l0 ISSUED HY First American Title Insurance Company AGREEMENT TO ISSUE POLICY We agree to issue a policy to you according to the terms of the Commitment. When we show the policy amount and your name as the proposed insured in Schedule Ay this Commitment becomes effective as of the Commitment Date shown iu Schedule A. If the Requirements shown in this Commitment have not been met within six months after the Commitment Date, our obligation under this Commitment will end. Also, our obligation under this Commitment will end when the Policy is issued and then our obligation to you will be under the Policy. Our obligation under this Commitment is limited by the following: The Provisions in Schedule A. ORIGINAL The Requirements in Schedule B-1. The Exceptions in Schedule B-2. The Conditions on the other side of this page. This Commitment is not valid without SCHEDULE A a SCHEDULE B. ;Ui 01 2005 First American Title Insurance Company BY PRX. StD&MT A7TESr SECRL'lARY Aj CONDITIONS 1. DEFINITIONS (a) "Mortgage" means mortgage, deed of trust or other security instrument. (b) "Public Records" means title records that give constructive notice of matters affecting your title according to the state statutes where your land is located. 2. LATER DEFECTS The Exceptions in Schedule B - Section 2 may be amended to show any defects, liens or encumbrances that appear for the first time in the public records or are created or attach between the Commitment Date and the date on which all of the Requirements of Schedule B - Section 1 are met. We shall have no liability to you because of this amendment. 3. EXIS'T'ING DEFECTS If any defects, liens or encumbrances eadsdng at Commitment Date are not shown in Schedule B, we may amend Schedule B to show them. If we do amend Schedule B to show these defects, liens or encumbrances, we shall be liable to you according to Paragraph 4 below unless you knew of this information and did not tell us about it in writing. 4. LIMITATION OF OUR LIABILITY Our only obligation is to issue to you the Policy referred to in this Commitment, when you have met its Requirements. If we have any liability to you for any loss you incur because of an error in this Commitment, our liability will be limited to your actual loss caused by your relying on this Commitment when you acted in good faith to: Comply with the Requirements shown in Schedule B - Section 1 or Eliminate, with our written consent, any Exceptions shown in Schedule B - Section 2. ORIGINAL We shall not be liable for'more than the Policy Amount shown in Schedule A of this Commitment and our liability is subject to the terms of the Policy form to be issued to you. 5. CLAIMS MUST BE BASED ON THIS COMMITMENT Any claim, whether or not based an negligence, which you may have against us concerning the title to the land must be based on this Commitment and is subject to its terms. -r CIFIda Promulgated Closing Service `? The operation and scope of the following closing protection letter ("Letter") is limited to Lie trans6 'OrD hG h is El ie s bj et of die coranaltment to which this Letter is attached and is also directed to those person(s) and/or entity(ies) s`et-fairth iii the Utter 7n?d identified as a proposed insured in the commitment. RE: Issuing Agent: Agent countersigning the attached commitment When title insurance of First American Title Insurance Company is speciliud for your protection in connection with closings of real estate transactions in which you are to be the lessee or purchaser of an interest in land or a lender secured by a mortgage (including any odtersecurity instrument) of an interest in land, the FirstAtnerican Title Insurance Company, subject to the Conditions and Exclusions set forth below, hereby agrees to reimburse you for actual loss incurred by you in connection with such closing when conducted by said Issuing Agent when such loss arises out of., 1. Failure of said Issuing Agent to comply with your written closing instructions to the extent that they relate to (a) the status of the tide to said interest in land or the validity, enforceability and priority of the lien of said mortgage on said interest in land, including the obtaining of documents and the disbursement of funds necessary to establish such status of title or lien, or (b) the obtaining of any other document, specifically required by you, but not: to the extent thus said instructions require a determination of the validity, enforceability or effectiveness of such other document, or (c) the collection and payment of funds due you, or Fraud or dishonesty of said Issuing Agent in handling your funds or documents in connection with such closing. If you are a lender protected under the foregoing paragraph, your borrower in connection with a loan secured by a mortgage on a one to four family dwelling shall be protected as if this letter were addressed to your borrower. Conditions and Exclusions A. The First American Trtle Insurance Company will not be liable to you for loss arising out of: 1. Failure of said Issuing Agent to comply with your closing instructions which require tide insurance protection inconsistent with that set forth in the title Insurance binder or commitment issued by the First American 71tle Insurance Company. Instructions which require the removal of specific exceptions to title or compliance with the requirements contained in said binder or commitment shall not be deemed to be inconsistent ?. Loss or impairment of your funds in the course of collection or while on deposit with a bawl: due to bank failure, insolvency or suspension, except such as shall result from failure of send Issuing Agent to comply with your written closing instructions to deposit the funds in a bank which you designated by name. 3. Mechanics' and materialmm's liens in connection with your purchase or lease or construction loan transactions, except to the extent diatprotection against such liens is afforded by a tideinsurance binder, comm? tment or policy of theFirsiAlnaricarrTitleInsurance Company. 4. The periodic disbursement of construction loan proceeds orfunds furnished by the owner to pay for construction costs during the construction of improvements on the land to be insured, unless an officer of the company has specifically accepted the responsibility to your for such disbursement program in writing. B. When the First American Title Insurance Company shall have reimbursed you pursuant to this letter, it shall be subrogated to aU rights and remedies which you would have had against any person or property had you not been so reimbursed. Liability of the First American 11de Insurance Canrpany for such reimbursement shall be reduced to the extent that you have knowingly and voluntarily impaired the value of such. right of subrogation. C. Any liability of the First American Title Insurance Company for loss incurred by you in connection with closings of real estate irunsactions by said Issuing Agent shall be limited to die protection provided by this letter. However, this letter shall not affect the protection afforded by a title insurance binder, commitment or policy ofFirst American Title Insurance Company. Thu dollar amount of liability hereby incurred shall not be greater than die amount of the tide insurance binder, commitment or policy of title insurance to be issued, and liability hereunder as to any particular loan transaction shall be coextensive with liability under die policy issued to you in connection with such transaction. Payment in accordance with the terms of this letter shall reduce by the same amount the liability under such policy, and payment under such policy shall reduce by die same amount die company's liability under the terms of this letter. D. Claims of loss shrill be made promptly to the FirstAmerican Title Insurance Company at its principal office at 1 Fust American Wny, Sanin Ana, California 92707. When the failure to give prompt notice shall prejudice the FuSLAmerican Tide Insurance Company, then liability of the First American Title Insurance Company hereunder shall be reduced to die extent of such prejudice. The First American Title Insurance Company shall not be liable hereunder unless notice of loss in writing is received by die First American Title Insurance Company within ninety (90) days from the date of discovery of such lass. E. Nothing contained herein shall be construed as authodzing compliance by any issuing agent with any such closing instructions, compliance with which would constitute a violation of any applicable law, rule arregulation relating to the activity of title insurers, their issuing agents, and their failure to comply with any such closing instructions shall not create any liability under die terms of this letter. F. The protection herein offered will be effective until cancelled by written notice from the First American Title Insurance Company. Any previous insured Closing 5erviceletter or similar agreement is hereby cancelled, except as to closings of your real estate transactions regarding which you have previously sent (or within 30 days hereafter send) written • osi g instructions to said Issuing Agent. ?r; i FIlZST AME, RICAN TITLE INSURANCE' COMPANY ;i i` 0 1 2005 By: Vice Preside P'?it/C & OEVI=LOPME? ?, C.r lY QF ft_ Ft, R?a?ASr_ sV^w. First Arr%can Title Insurance Ccftany SCHEDULE A Customer Reverence No., 38072-0280-Boos/Evans Agents File No: NCS-139223-CLW2 Commitment No.: FA-G8630 Date Issued: June 03, 2005 Date Effective: December 17, 2004 at 8:00 a.m. (2nd Revision) 1. Policy or Policies to be Issued: (a) A.L.T.A. Owner's Policy Amount of Policy: $ 2,300,000.00 (10/17/92 with Florida Modifications) ORIGINAL Proposed Insured: Boos Development Group, Inc., a Florida corporation (b) A.L.T.A. Loan Policy Amount of Policy: $ (10/17/92 with Florida Modifications) Proposed Insured: 2. The estate or Interest in the land described or referred to in this Commitment and covered herein is an estate designated as follows: Fee Simple 3. Title to the estate or interest in the land described or referred to in this Commitment and covered herein (and designated as indicated in No. 2 above) is, at the effective date hereof, vested in: Harley P. Evans and Sharon R. Evans, husband and wife - Parcel X North Bay Company, a dissolved Florida corporation - Parce[ II 4. The land referred to in this commitment is in the State of Florida, County of Pinellas and described as follows: See Schedule "A" attached hereto and by this reference made a part hereof. AN J. STANLEY, P By: f, y v Signatory THIS COMMITMENT IS FURNISHED BY FIRST AMERICAN TITLE INSURANCE COMPANY OR ITS POLICY ISSUING AGENT SMELY FOR THE ISSUANCE OF A POLICY OR POLICIES OF TITLE INSURANCE OF FIRST AMERICAN TrrLE INSURANCE COMPANY. THIS COMMITMENT IS NOT AN ABSTRACT OR AN OPINION OF TITLE. LIABILITY UNDER TI•IIS COMMITMENT IS DEFINED BY AND LIMITED TO THE TERMS AND CONDITIONS OF THIS COMMITMENT AND THE TITLE INSURANCE POLICY TO BE ISSUED. PERSONS AND ENTITIES NOT LISTED ABOVE AS PROPOSED INSUREDS ARE NOT ENTITLED TO RELY UPON THIS COMMITMENT FOR ANY PURPOSE. Page I of 9 First Akan Title Insurance C*any Schedule A (Continued), Issuing Office File No.: NC5-139223-CLW2 Parcel I ORIGINAL Lot 5 of Unit 2, Island Estates of Clearwater, according to the map or plat thereof as recorded In Plat Book 47, Pages 19A and 20, of the Public Records of Pinellas County, Florida. Parcel IT All that parcel labeled as"Waterway" located adjacent to Lot 5 on the Plat of Unit 2, Island Estates of Clearwater, according to the Map on Plat thereof, as recorded in Plat Book 47, Page 19A and 20, of the Public Records of Pinellas County, Florida; which is more particularly described as follows: Page 2 or 9 First ArI Imcan Title Insurance CdWany SCHEDULE B-1 ORIGINAL (Requlrements) Agents File No.: NCS-139223-CLW2 Commitment No.: FA-C° 8830 The following are the requirements to be complied with: Payment to, or for the account of, the grantors or mortgagors the full consideration for the estate or interest to be insured. 2. Payment of all taxes, assessments, levied and assessed against subject premises, which are due and payable. 3. Satisfactory evidence shall be produced that all improvements and/or repairs or alterations thereto are completed; that contractor, subcontractor, labor and materialmen are all paid in full. 4. Instruments in insurable form which must be properly executed, delivered and duly filed for record: a. Warranty Deed conveying the land from Harley P. Evans and Sharon R. Evans, husband and wife to Boos Development Group, Inc., a Florida corporation, b. Record a deed in favor of B005 DEVELOPMENT GROUP, INC., a Florida corporatlon, from Charles F. Barber, as Trustee of the North Bay Company Liquidating Trust (as appointed pursuant to the Trust recorded in O.R. Book 5717, Page 1561), and as the last surviving officer and director of the North Bay Company, a dissolved Florida corporation. Which deed must include the statement that "it was the intent of all of the officers, directors and shareholders of the North Bay company that all of the land owned by the corporation, prior to its dissolution, was conveyed to the Trust in the name of the Trustee, Charles F. Barber." C. Record an affidavit or letter in recordable form from the City of Clearwater, Florida that it makes no claim to the title of the submerged lands set forth In the plat of Unit Two Island Estates of Clearwater, recorded in Plat Book 97, Pages 19A and 20 of the Public Records of Pinellas County, Florida and that the dedication in said plat which states, "...that it hereby dedicates to the Public in general all streets, waterways and public places shown on this plat(.)" Is equivalent to an easement in the sense that the extent of the interest conveyed by the dedication was for use by the public with regard to the waterways, streets and public places and that transfer was neither intended nor occurred. 5. In relation to the Notice of Commencement filed November 1, 2004, recorded in O.R. Book 13917, Page 9B, the Company requires completion of the following: (1) Owner's Affidavit identifying all parties who gave notice to owner. (2) Contractor's Final Affidavit, together with Final Waiver and Release of Liens from each of the subcontractors and materialmen who gave notice to owner or are listed as unpaid In the Contractor's Final Affidavit. (3) Terml iorrof(?? Notice of Commencement in compliance with 713.132, F.S. (1993). (4) Fnal lien i rWndt-9 15 Q U release from the General Contractor. The Company reserves the right to make a al requirements based upon its evaluation of lien exposure. J UL 01 2005 Page 3 of 9 ^Lrl .. ?i*" & DEVELOPME First Arrftcan Title Insurance Cdftany 6. Note: The Company reserves the right to make additional requirements as it may deem necessary. 7. Submit an Affidavit of Title, acceptable to First American Title Insurance Company, executed by or on behalf of Harley P. Evans and Sharon R. Evans, husband and wife, sufficient to afford Extended Coverage over Standard Exceptions 1, 4 and 6 In the Policy to be issued to the insured (s), and shown in Schedule B-II hereof as 2, 5 and 7. S. Submit a proper survey certified to all parties involved in this transaction, including but not limited to, First American Title Insurance Company. 9. In relation to the Notice of Commencement filed April 12, 2005, recorded In O.R. Book 14240, Page 266, the Company requires completion of the following: (1) Owner's Affidavit identifying all parties who gave notice to owner. (2) Contractor's Final Affidavit, together with Final Waiver and Release of Liens from each of the subcontractors and materialmen who gave notice to owner or are listed as unpaid in the Contractor's Final Affidavit. (3) Termination of Notice of Commencement in compliance with 713.132, F.S. (1993). (4) Final lien waiver and release from the General Contractor. The Company reserves the right to make additional requirements based upon its evaluation of lien exposure. ORIGINAL Page 4 of 9 First AAcan Title Insurance Cdftpany SCHEDULE B-II (Exceptions) Agents File No.: NCS-139223-CLW2 ORIGINAL Commitment No.: FA-C- 8630 Schedule B of this policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. 1. Defects, liens, encumbrances, adverse claims, or other matters; if any, created, first appearing In the public records, or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. 2. 3. 4. 5. 6 7. D Rights or claims of parties in possession not shown by the public records.1 Easements or claims of easements not shown by the public records. J UL 01 2005 Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey or inspection of the premises. Any lien, or right to a lien, for services, labor, or material heretofore or hereafter fumished, imposed by law and not shown by the public records. Any adverse claim to any portion of said land which has been created by artificial means or has accreted to any such portion so created and riparian rights, if any. Taxes or special assessments which are not shown as existing liens by the public records. 8. The lien of the taxes for the year 2005 and all subsequent years, which are not yet due and payable. Parcel No.: 08-29-15-43326-000-0050 2004 taxes are PAID in the gross amount of $21,820.93 9. Restrictions which contain provisions for a private charge or assessments, recorded in O.R. Book 256, Page 675; as modified in O.R. Book 1699, Page 683. , but deleting any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, handicap, familial status or national origin to the extent such covenants, conditions or restrictions violate 42 USC 3604(c). 14. Provisions of the Plat of Unit 2 Island Estates of Clearwater, recorded in Plat Book 47, Pages 19A and 20 of the Public Records of Pinellas County, Florida; including, but not limited to the terms and conditions of the reservation of the right to build dock on the submerged land no longer that 30 feet from the seawall of the platted lots. 11. Any adverse claim to any portion of said land which has been created by artificial means or has accreted to such portion so created. Page 5 of 9 First Arran Title Insurance Cc..?any 12. INTENTIONALLY DELETED. 13. INTENTIONALLY DELETED. 14. Subject to any and all residual royalty rights of Coastal Petroleum Company, or Its assigns, resulting from any agreements with the Trustees of the Internal Improvement Trust Fund of Florida, which does not include the right of entry for the purpose of exploration, mining or drilling. 15. Subject to the rights of the public to use the waterway set forth on the Plat of Unit 2, island Estates of Clearwater, Plat Book 47, Pages 19A and 20, Public Records of Pinellas County, Florida. ORIGINAL D 1? U511? U 1'J1s IFIuL 0 22005 C; _c.PrT SVCS Page 6 of 9 First Ar%can Title Insurance Cdftpany Issuing Office File No.: NC5-139223-CLW2 Note: All of the recording information contained herein refers to the Public Records of Pinellas County, Florida, unless otherwise indicated. Any reference herein to a Book and Page is a reference to the Official Record Books of said county, unless indicated to the contrary. Notices -1 e e Se t ?? AEI notices required to be given the Company and any statement in % iting reglirJd to be furnished the Company shall include the number'of this policy and shall be addressid to the Company, Attention: Claims Department, 2075 Centre Pointe Boulevard, Tallahassee, Florida 32308-3752. Service Quality and Availability First American Title Insurance Company cares about its customers and their ability to obtain information and service on a convenient, timely and accurate basis. A qualified staff of service representatives is dedicated to serving you. A toll-free number is available for your convenience in obtaining information about coverage and to provide assistance in resolving complaints at 1-800-929-7186. Office hours are from 8:30 a.m. through 5:30 p.m. Monday through Friday. ORIGINAL J! 1s o 12005 Page 7 of 9 First Anftican Title Insurance C?hany ORIGINAL Florida Promulgated Closing Service Letter The operation and scope of the following closing protection letter ("Letter") is limited to the transaction which is the subject of the commitment to which this Letter Is attached and is also directed to those person(s) and/or entity(ies) set forth in the Letter and Identified as a proposed Insured In the commitment. Re: Issuing Agent: Agent countersigning the attached commitment. When title Insurance of First-American Title insurance Company Is specified for your protection In connection with closings of real estate transactions in which you are to be the lessee or purchaser of an interest in land or a lender secured by a mortgage (including any other security instrument) of an interest In land, the FnstAmerlcan Title Insurance Company, subject to the Conditions and Exclusions set forth below, hereby agrees to reimburse you for actual loss Incurred by you In connection with such dosing when conducted by said issuing Agent when sue, loss arises out aft. 1. Failure of said Issuing Agent to comply with your written closing Instructions to the extent that they relate to (a) the status of the titre to said interest: in land or the validity, enforceability and priority of the lien of said mortgage an said interest in land, including the obtaining of documents and the disbursement of funds necessary to establish such status of title or lien, or (b) the obtaining of any other document, specifically required by you, but not to the extent that said instructions require a determination of the validity, enforceability or effectiveness of such other document, or (c) the collection and payment of funds due you, or 2. Fraud or dishonesty of said issuing Agent In handling your funds or documents In connection with such closing. If you are a lender protected under the foregoing paragraph, your borrower In connection with a loan secured by a mortgage on a one to four family dwelling shall be protected as If this letter were addressed to your borrower. Conditions and Exclusions A. The First American Title Insurance Company wIII not be liable to you for lass arising out or: 1. Failure of said Issuing Agent to comply with your closing Instructions which require title Insurance protection Inconsistent with that set forth In the title Insurance binder or commitment issued by the FrstAmerkan Title Insurance Company. Instructions which require the removal of specific exceptions to title or compliance with the requirements contained In said binder or commitment shall not be deemed to be inconsistent 2. Loss or Impairment of your funds In the course of collection or while on deposit with a bank due to bank failure, Insolvency or suspension, except such as shall result from failure of said Issuing Agent to comply with your written dosing instructions to deposit the funds in a hank which you designated by name. 3. Mechanics' and materlalmen's liens in connection with your purchase or lease or construction loan transactions, except to the extent that protection against such liens is afforded by a title insurance binder, commitment or policy of the FrrstAmerlcan Title Insurance company . 4. The periodic disbursement of construction loan proceeds or funds furnished by the owner to pay for construction costs during the construction of improvements on the land to be insured, unless an officer of the company has specifically accepted the responsibility to you far such disbursement program in writing. S. When the FtrstAmerlcan 77t/e Insurance Companyshall have reimbursed you pursuant to this letter, It shall be subrogaticd to all rights and remedies which you would have had against any person or property had you not been so reimbursed. Liability of the FirstAmerlcan Title Insurance Company for such reimbursement shall be reduced to the extent that you have knowingly and voluntarily impaired the value of such right of subrogation. C. Any liability of the FirstAmerican Title Insurance Companyfor loss incurred by you In connection with closings of real estate transactions by said Issuing Agent shall be limited to the protection provided by this letter. However, this letter shall not affect the protection afforded by a title Insurance binder, commitment or policy of FirstArnerican Title Insurance Company. The dollar amount of liability hereby incurred shall not be greater than the amount of the title Insurance binder, commitment or pofrcy of title insurance to be issued, and liability hereunder as to any particular loan transaction shall be coextensive with liability under the policy Issued to you In connection with such transaction. Payment in accordance with the terms or this letter shall reduce by the same amount the liability under such policy, and payment under such policy shall reduce by the same amount the company's liability under the terms of this letter. D. Claims of loss shall be made promptly to the FirstAmerican Title Insurance Company at Its principal office at 1 First American Way, Santa Ana, California 92707. When the failure to give prompt notice shall prejudice the First American Title Insurance Company , then liability of the FtrstAmerlean Title Insurance Company hereunder shall be reduced to the extent of such prejudice. The FirstAmerlcan 77da Insurance Campanyshall not be liable hereunder unless notice of loss In writing Is received by the FlrstAmerican Title Insurance Companywlthin ninety (90) days from the date of discovery of such loss. 1~ Nothing contained herein shall be construed as authorizing compliance by any Issuing agent with any such closing Instructions, compliance with which would constitute a violation of any applicable law, rule or regulation relating to the activity of title Insurers, their issuing agents, and their failure to comply with any such closing instructions shall not create any liability under the terms of this letter. F. The protection herein offered will be effective until cancelled by written notice from the FlrstAmerlcan Title Insurance Company. Any previous Insured regarding which you lshave previously sent (or llwithin 0 days hereafter send) written closing Instructions to said Issuing Agent FIRST AMERICAN TITLE INSURANCE COMPANY By. Vice President Page a of 9 First Arftcan Title Insurance CdWany Privacy Policy ORIGINAL We Are Committed to Safeguarding Customer Information In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such information - particularly any personal or financial information. We agree that you have a right to know how we will utilize the personal information you provide to us. Therefore, together with our parent company, The First American Corporation, we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the Information which you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity. First American has also adopted broader guidelines that govern our use of personal information regardless of Its source. First American calls these guidelines its Falrlnformation Values, a copy of which can be found on our website at www.firstam.com. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal Information that we may collect include: Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; • Information about your transactions with us, our affiliated companies, or others; and Information we receive from a consumer reporting agency. Use of Information We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your Information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. -Such information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or more of our affiliated companies. Such affiliated companies include financial service providers, such as title insurers, property and casualty Insurers, and trust and investment advisory companies, or companies involved in real estate services, such as appraisal companies, home warranty companies, and escrow companies. Furthermore, we may also provide all the information we collect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or to other financial institutions with whom we or our affiliated companies have joint marketing agreements. Former Customers Even if you are no longer our customer, our Privacy Policy will continue to apply to you. Confidentiality and Security We will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to nonpublic personal Information about you to those individuals and entities who need to know that information to provide products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy and First American's Falr.Informatdon Values We currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal Information. U 01 2005 Page 9 of 9 1 • first American Title Insurance Company m AN OI " I ITLE INSURANCE "COMMITMENT ® .r r 1 _ . ? r $ ? A M L -R { 01/16A2005 16: E!7 7727941 14EATH ? PAGE 05/21 rNST 0 93-248627 AVG 30, 1992 2:22VM atishyd ?tltstators 7rq?) PTAIBLLAS cpilmrr ,FLA. 2=6 mmwmgmagffS QEe . REC. BK 8384 PC 1867 !facia tb3s day ct G•-y-f , ]?.n. , 1993 bet*eaa, MARLEY P. ZVAHS d Jlr ORIGINAL =& Caaui~y a2 p1 all nce Saco at Pia5ir3a. ?SZ?9 pe r ?? Chi i3rwt pars, ' P. Zmws and Swmct; it. :T ^ _rv"S, hkl=ba6nr3. aad brSSe, 830 Tnl.and Nay, C1atLr mtar, /C :£nT +x the Caunty of UtnrllAO , In c" 3raen ai r1cric R. 34630, K??y r k?. ??{.btr 1'.ISKL' Lhs s p?y at tha tZlf+C Pal.?, ?.OY. lLCid ?t~v _____.c7sur ?r4oa cr TI1?7 tszn.no) L orls.r goad +rnd vo.Swsbts omr a:ttan---Do?.lazs, to him is band P" hg vue. a e&id p?(s) 7?TaL V- rrrcard per i ha ?adpt edb*t*gr .ie barabg aCknovl , hers muted, bars-4amA and a.mld to tD•a w6 d paz-t;y(s) of the wercoo? pa=r ivorevaxa the 9011OWLucr dad)Csibad 2A=d nlen tty` 13+in:l -^-a b•o&mg 3a 1t 'eas aoctiy aE Pi-.aC2?4i Srartw o? x].ax3aa,. to-xtx ? r LOT FZ]i'E (5) UNIT TWO (Z) ISZ UM =ATES of C1aar+datax u •aeeordlag to map es plat tZareot as r4oordad J.a Elat •• Aanlc 47. Vmo5ar 77-A and 2a, lub=c ArccrzLa Of P3x1e.Lias .7 '3 A COisat3+, plori" a TIG3 LS P7QS` M4 {xmesCrrDd c! Lha Gza nt=.. :. xad zh.. w,i d P-=t- ar mu= rdrs? pax= donm hax tw fti].xy wa=A=t_ the Uc,34 co sa3C lcedj 'aid Id{ dasaad t.,ha ssa &gal== :lea 1r??7 c].atssa of all psrtanns xhaaacevar. 31313 lWLtmamm Wb.7e•aaff, thM tald V*=Vr of the Xlc-w= parC heat j ha=w=tp rest h" Baud aad osal_ the day end year h=art. aboo? ; +; trsietaa. } t SS.ga B3 a () $r1AL _ltzcharicx+r sLse1[ j*y?+.r, ?. ML;q!s .i rISgA ?1/.? ??i J ??/1 /J l 7lddrasc 8313 Zal4nd as plat aa.? tix slteo C1Yas?ratox, VL 34630 j 823L= or __==0A COO=& W" p•nevr ,&-- d+ The b pin eras ac3cucxlede*d be t=& Me Thin {,, lg day ri j?O?rtCii6.LLaP own ?O 56.130 ti I`?'?;=?., > >rtL: 4.70 =6 z6 70 y^? ^ ???T'??1?.: ?ir1GA TCtGiit+wr t F= , ?'P^ '•wy;3? F"" xr cc 3S SICK EV. RAT i9 TM , ¦o,® liar &mxs%, W. gm..a r Awl a 1+oa1v.+3-+?xvri i {? KAALE=4 ir. 37}TBLAi FI, ' L l H?CC11? Yri2Tr? SY.'?? D PLANNING & DEVELOPMENT SVGS s oeaa_iptian: PisxaZla9, ? Dacsunnat-BoaJc.2?pga 0382, x867 .PAp4: x of 1 a:'dcs: Piaol2aJ ecmxwnt: ? 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From-}.ikcrol,;?QinrF?aurae, Im - ? ?-'•• r f'tT+1d68384 1'-645 p.006/005 F-86H i r.1 "l ?;?p*"( ?•;•'??•?w?.?.•?:`''•?`, `-?"l+L?tiy` t,.,??Nw y,? ?ia?? ?' _ _ .?+ ???a,-w ..? +' ' .• z t r,.e r CER77FICATE,OFp5ATf H • 'Q `- T r4gfiIDA ,,,?xr cam yr w hitlpii•r miui ? Ulu i ^ +F• 1n4f ?? r r -;1•ra +F ..1= +.r a r.r r. Ulu Ya.C;S Ferflalt , A riI E g • .. _ 'Y'N.c?.tx??wc+•a: ?•'1 ??•nnaa caGlO ?'cfia?r Ltilarp.A+.Y ,., ?^ 1i •l 11•,14 e•Nli n.+++ a. -a -• ;r j?rr Pinellas ?-?... cir an Plant csplc&1 i,=•1• rr?-.?.??40n "•' ?t;,T? Q ruFNOr rowrcauhrn.? • 1•Wit? U-8. A, 1 ,ua.1,w,.nv;M?,,i „??r>,:r...b f l+Cti-atflXu.air.+ra+uaw .etw4Pecu?arAn,C.Z'•i *.'i,ar9ur+,L?Ya% FratliTq+ OWnee+ & 4 - a razor- 3 Ym?'tr i rHli T4!15 N?C+CL Siwir CCtw+Yr Crt•. 711an D3{acat•ni, G: A nar••o,va=c fi ???..,r., Plcx'3da 1'tucI169 ,.? CIL-ar??r?? +.,W12 Skiff oint 4212 r """•. r?rso as `? . 1+.+4 F. r •.c,eir .wf wreEn-."iecu.,..C raxr s.?GOcn ti .+ai .? 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I nr•op.ra I 1 • •• ' ?. .. . .-eaaTr. roan e,et mnl, '"•r Nyora?da?1 x,a?arc?zatt. Con •esx3ve lteaz?zai?u?: ' '.i ,? P-4 is OP 49_,% rft.MpAjCE or I,n-...4•+,?a•+??....: - :x r GSCL rotiSS 1 r+! _ ArcF- +? to ca ?:. cc+rn??ct+ ar -- .,._w?,_, ?,-.. r .: , lY ' Iti'R a,q?9 tii•,t?Mll?dlla,i r.-.-.?..u ?G.7 _.n...-?.^? ....r... ?.we. ..7 _ ?1 iM,r.4GIOtP-'K hn T•:art:?.l?yc, ??? •.+[f l h ' -4 v' a l ./ •'d}a.. Da1L 1... ._ . ; q?c,?,,??ecwenrSU,CAEa. •O.w4•CL r•t7aC?it:+l.n,{.-I=Z.yrl Q.T(prl+bTtilrwdr/,n1 •Onlauv.++i DC'rJi.LEr??I•W1+ft?CG.A-ssa aa• 7.e r-,he" Al wf:uNSi ft4Ix Dn PaJ.r1f,..111yf•( 4rtK 11..1 I+c41Pl V10 1,OC.+Z,pa SAL61 AMA 1 II he Y?aa 6q ae+wy :1 rt4' - I r I a= - +? A C'MTIP= Copr ICS7: CA=!Z M MZ095 3D $9AL CI 199 P=gMm OF UT1Z„EAMICS. . X haraby cP=ut:fy rhac r4Lv in a r=a anti torrwcG copy q# al ,raxcltice?A an Ma In r. t& offlea as f:br L4CAT 'R- g grri Qf VU41 1rr<tiac3 =r of th - • e Pi LC:Lj ifr Cr+sr s 9"IiC 3 Dupermw C, U:. PCc6rilbarg, YjavidL. may I?dpury Local Ir-gim=.xr ? 01/15/2025, 16:07 7727Sd1C? HEATH 0 FA GE 20'21 Cr. ??u.?i?F.? ??? ??? .i :,M '?-+,.?? s.l' ? c4r .i.I? 5 .+i fw tt. n`?... tj , . .'s G Florida Profit BOOS DEVELOPNMNT GROUT, INC. PRINCIPAL ADDRESS 2651 MCCOR 4CK DRIVE CLE,ARWATERFL 33759 US Cisnged 41/04/2002 MAMi NG ADDRESS 2651 MCC01,UvIiCK DRIVE CLEARWATER FL 33759 US Changed 01/04/2002 Document Number FEI Number Date Filed P97000097926 593493138 11/1811997 State SOW Effective Date FL ACTTVE NONE R egigtered .Anent Namc & Address BaQS, ROBERT H BOOS DEVELOPMMT GROUP, INC, 2651 MGCOJLt icn Dpavra CL.FARWATER EL 33759 Name Chnn rd: 04174/2003 Ad== Gimn5td: 1341J4200-a Officer/Director Detail Name & Address Title BOOS, ROBERT D 2651 MCCOTWICKvr"L• PD CLBARWATER FL 33759 1 OOS. PMEET 8 2651 MCMUIIC:K13FJV'B SvD GLEAMATM rL 337S I 1 t"' 91/16/21305, 15: E17 7727941% HEATH A mmal Repoits Report Year T`Ud pate :003 oan0fam 01 rrua004 Ms O IIOSMM PAGE 21/21 ORIGINAL. :e?<.,i?S<S?Zp?s?????g'?•i•S? }Y •?;,fl?LFJ?'P?, C.?l?i??^;e F':. ?. ?.y9?. No Events No Name History Information Document Images Listed below are the images available for this filing. ?A -- A -A -- A -A of i l &12005 . 16: 07 I;r: 2004427714 HK: . $10.00 TsnRr,EE? CLERK: CLKDMC4 7727941 HEATH ? PAGE 88121 13917 TC; 98, 11/01/2004 at 12:49 RDCORDINC; 1 PAGES F. DE BLAEMR, CLERK OF COURT P=-T,1,AS 03MZTy, FL IRY DEPUTY lar d f brat-? evO nS NOTICE OF CONIMiNCEMENT ORIGINAL Permit No. Parcel I.U. NO. $ -2t _ -ppO -0050 ' State of Florida JUIS 0 t 2005 County of Pinellas THE UNDERSIGNED hereby giva notiec that the improvement will PLANNING & DEVELOPMENT SVCS C r_1 be made to certain real property in accordance with Chapter 713, Florida Stamws, the following infurumdon is proyldcd in this Notice of Con=enca rent, ' I *Description of property (legal description of property and address if available) 1 2.General description of improvements 3.Ownerinformavoa y ? C ] ?rn, ca 1L a) Nm= and address VACW W b) Interest in property c) Name and address of fen simple titleholder (if otherihaa owner) 4.Contractor (name and address) L t rlo-te- .-. cl -2,U I.9 " S.Surety a) Name and address b) Amount of bond 6.Lender (name and address', 7.Person within Suitt OfFlorida designau:d by owner upnn Wbo Notices or arlter decucnonrs may be sctvad as provided by Section 713.13(l)(a)(7), Florida Statutes. Name and addm-;s 8.In nddition to him. or herself, owner designates of N I Pr to receive a copy of the Lienor's Notica as provided in Section 713.13(l)(b), rloridaStaturs. 4.F.-xpir$tiQn elate ofNotice of Coramenc=ent (the expiration date is one yet from the dato of recording unle z s d H-6-rLrit date is specified). Pil6L1C STATE OF FLORIDA .. 7r-mNA F '/ACOUNTY O)I:+' IMNELLAS T. L MEtt Signature o Ownet T11e follo-Nving i nst = nt was who is personally lmcnkm to nee ar who produced After recording, rearm to: Name QNi ULa- Y?tQ_CI? Address SC?Zl 19 1-3 City AaLL? r FL 3 of ?? 20Q.?-, by )j( flY as idtmti8cation. Notary Siffnat= t x'1it l.C4c ? Nam*rint) Title or rack Steal number, if any mcr.+,Caj4 rx: rmM..rM Elii16/.2005 ,16: a7 7727941!% 1-1 P.O. 6QX 0932 r CLEbRwAZ9 FL337S7-88Z2 . 727 5G2-32G2 GROSS TAX AMT DATE PAID RECEIPT NO ItEQISTER VALIDATED AMT 821,820.93 11/30/04 01.3159 13 520,948.09 HEATH 0 PAvGE 09/21 NOTICE OF AD VALOREM TAXES & NON-AD VALOREM ASSESSMENTS AA VALOREM[ TAXES PINELLAsCOUNTYTAXCOLLrcTOR 2004 REAL ESTATE TAX/NOTICE RECEIPT FOR PINELLAS COUNTY RE 054439-7 PAY IN U.S. FUNDS TO DXANS NELSON TAXCOLLa':C,rOR Mlsc code Escrow Mllla a Cadc Mlllaae Efate CW 22.9694 Assessed Value Exem t Value Taxable Value 90.000 0 950,000 Parcel# 08/29/95143326/00010050 Site Address M3 ISLAND WAY EVANS, HARLEY P EVANS, SHARON R 1.43 ISLAND WAY CLEARNKkTER, FL 337G7-2267 Legal Description ISLAND ESTATES OF M .RA R WATER UNIT 2 LOTS TAXING M7ILLAGE TAXES AUTIJORITY MATE LEVIED COUNTY-AGGREGATE 5.8010 $6,460.94 SCHOOL-STATE L+IW 5.5040 $51228.90 SC.H001 -1 OCAL MD. 2.6180 ,fa,4M7.10 CFTY 5.7530 $5,465.35 5W FLA WTR MGMT. .4220 $400,90 VINELLAZ ANCLOTE .4000 $390.00 PIN.CO.PLN.CNCL .0230 ,520.9!7 ]UV, WELFARE BD. .8117 $771.12 SUNC:S1. 1K,AUTH. .6377 $$05.B2 ORIGINAL 01/15/2005 .]6:07 7727941t HEATH PAGE 18/21 05 / 29 / 15 / 43326 / 000 / 0050 12-3an-2005 Jim smith, CFA Pinallas County Property Appra-iser i6:23:22 ausnarah:ip ZnfurPlCSLion Rasidentia.L Prahartg address, Use, and Salss EtJnnu, HARLEY P BKI QS3a4 OPCa'1 1067 E?URH6, SHOROH R 143 I1 WAY ^ ? O CLE ARWRTWRTER Ft. 33767••3267 ?;b f' DPV EVACUATION 2'QIVEI A Cbfnparable 9ale9 value as Prop Addt+: 147 ISL A119 UAY of Jan 1. 2004, baaod on Cenaua Treats 2611.111 sake from 2002 - 2003; 016,000 Sale Oats OR Book/Pale Price (Qua2/UnQ) Vac(Imp Plat Information a /i, an 4, 611111 LGU x5a sio'o (q? I 39581 Book 047 Pia iRA-9211 a 10 0! 0 0 t 0 { ) OaOO: Book P2s - a 10 Of U a C ] agog: Bock P$.9 - 0 /a 131 0 2004 Value- EXEMPTIONS Just/MarKe t; !158, 0130 Homestead: NO Ownerohip % .11II0 3evt Exem: t[o Use %1 .000 Nasaaaad/Cmo; $ p.0o0 In4titutianal Cxvrl, !to Tax ExbropL %i . out Hi,z toric Exam'. D Taxable, 950. aa0 AOr:,cultural% a 2004 Tax Informattion District: Cu seawall' Frontage' Canaljkl Ver Clearwater Yiaw1 04 Millage: 22,9694 Land Size Unit Land Land Land Front X Depth Price Unito Meth i) so x ZUG 25. 0o is, F1313:an 6 Special, Tax . to 2) a X Q . 00 . 00 ' 3) o x d .110 . aa Without tho save-nur-Hnmags .4) a x a .00 . go pap, 2004 taxes Will be I U) a x 6 •00 .01 Without any nx®mptiona, 21704 taxed will be ; 7:5, UZQ. 93 Short Leaal I5LRHO ESTRTES Of CLEARwgTER U141T 2 D==Qription LOT S ORIGINAL anna? -end a. Building Information ----? Pro e . and Ladd Use Code dqcriptions !i 19 2CG5 . Dildigg l PLANNING &DEVELOPMENTSV CITY QF BI/16/2005. 16:07 7727941 HEATH PAGE 111',1 • 13 Lu ?d?r?g..? Building #1 08 /-29 l 15 / 43326 /.000 1 0050 :01 31-Jan-Zeus Jinn smite, CFR •P:,naa1as county Praperty Appraiser 16:33:23 Residential CarU 61 of 2 Prop Usa: 222 Land Wc: 08 Living Unifa: 6 Imp Typet Milt Ras Rpt {4 6t Prop Rddrgso; 143 ISMIC WAY ???uc-kuac?l E1e3n?r?.'ts Fcunaation Sac Foatin!3-. Ud/011c Floor Syetem slab an tirade EYtcrior Wall CancOk Stucco/Raclad Roof Framr_` Uablo-Hip Roof Cv'vor nano TilefAug kttl li storiaa 1.0 Floor Finish Crrrt1Uo9115f'tWdf•7crr Interior Finish Drywall/Plaster Quality Avoraga YOar Built 11 063 Effective Age 25 Heratima Cantrat Oust. Cooling Cooliny Cuentra l) Fixtures 10 other ?aarr ciatian o Functional 0epreciation 0 Econanomic OapreciatiOM 0 Sul:) Areas . Description Fa.ator groa ' doacripti.on Factor RT-ma 2) Bain Brea i. uo 3,315 7) .00' 0 2) Screen Porch .40 1,360 H) .00 a 3) Open Parch .312 i, 195 9) .110 a 4) ULill ty .40 60 lo) .00 U 5) uppar Stry Base Rrea .80 3,355 .00 0 6) '00 0 12) . Bo a RE3side3-.-t 1 al Ex-tra ?ea-t t??ces Description Dimensions Price units Value RCD Year i) COuC PAVE" 2500 3.44 2,500 7.600 ?,Sao a00 P) RSPHALT I.SA 750 1.130 1,i3o 999 3) DOCK is. 00 480 7,200 2,000 1.975. 4) aT Lryinau z,5o0.00 2 s,nan 2_nnn [.n6s S) PATIO/DECK Mae 230' E, 900 020 1,475 6) .0A 0 0 0 0 TOTAL. RECORD VALM 14,430 Building M2 14 !°" r-. r 7l ri 01/16-'2805 .16:07 7727941% HEATH 4D i?agn 1 al 701 as/20i94 1413a =411 971 7411 DATATULZ +++ sST AM CL 3haa= / - •, htls;`h=GTIO1j3 - LY•L!2{h] MT.LTM D3/ ?'M,.,/A-M2, UNIT TM „j T:{OY 173'+ 1=1 MY ThQ;-fi. I'itC N=,p %23&-6 th4 a Aar+ a oaryorsLioa j, balm tbA ovmar 3n Cat ri?pl aA + or all or rau= X3x+l'a or v?+ ?1?? •, ?xTT TKF, aaaardisut to the ta or plat Chas-an! ioaa?ari ipt t]ilat $COSG + d7, Nr6as 14-.1 sad zo rublLn nooardn of Ildmallss,D=Mty" FIcrids, Z; yo demo he"Ur dsoltam :U.+. all or oa14.ass4slliri.ieu 1.a J044jact• 40 Lua •fo118riaq rostriati,ans; +.: Thove roatriaticns and 11"tailoas sbal1, ba aoradiUla r=zd Y _ vlt? the Imit, ragardlaad or vhnthar or not thee xre apxdrima'17 : ; YeiltianerL -in ant dnmda or anpYrraao? snbasgl.oac •xma,s?s+rd¦ +L ?.?IttG9 --• 1. A11 of the sboro preportT ahall bd 7maav's7s? .Yasarl'ba?a &a• ?•??-? rnstdomt1 l propamr and sa+ltxpla dxoUlzx propart7 asi4 a* zilnwUL" at., o"11 be *rvctai! PA yaroaI of the ¦ama other, t2lath• t1tose xtraa , parnitted bT the 11iLtriations or Ialaad ldetites or oxa&rvatsr, 17tLit . Dee, ar raoardaa in 4:Aa zoax 127 Para as publio Ilsdorda of 2•tnnllu Cauntri P14rida, mad otbsp tRim aAn (:.) fiotal, :eatrly apart- want bDuad, or oissar t,1sl#pla dTeli.UW" taic'tlsrs' v +h ens (13 prira,te y &srxLa or aha nsnn 1&ro7stte*LUk0 P-WL Atnar-e1 dasd•St as the main p-t antz" . both to ba, oons%ruatad or now materials, :. w tea auYDV0.lalag or biq Dd?MU10 axaapt s Kam&-# s=,* "be srsataa on the property pzd. no airaje ar atkks stmaturc s'bx11 ,bs ¦rsatm& an. the proporty prier ho tha 4rsatioa• or the rta'XAAnoo. 7. Uo tivJlar, baxomsat, tent, sh4a7c., p,eapr bean up ctbsr vat- .bail a0' ass= tfxu be unuM as s rsfflaonce, Lasipa _xr:LIl ar p*rwa.nent],7, Oar sb&1l sar resliltzaa or L. tujtporOrr ?a1imiatsr Ls, par--: nittad No atruaturs of =7 SAM shall bo xoim& ably a?•ykM 49 th&:.;?' '3•";?. abo•ra daicribed. proparty. ?,?_ •-,} A. LOTS AND LoakTION8 or $unBIT2iGa. ? ? -s _? i? • - ;;4? li }la lundin` .hall be oanatiustedUrq adr lot' a%;' Viet bs itits XiYar •• f , *.U4K 1,600 axXuar+ Casa, ern ?ka &reand tleor, eselwir• a>: parnloa Ya11 ogao eraaa. • ' ' ?" r • ?;"%?" N_ Ha. OP d_n& sb 11 be arente ltnarac'ttucu txeatr=tx.Ti"tiit:,(si?6')'' ?? to ear Ytrast lot Ilea or Raj VXterrraat lot 21sta. No VdiI• ar ;j .)• ,.Jf porn nharant +baall t,a urvoto4. aoaror than saT& t"t' ? h-7,. f*4 (7 « to xUr stao lat line so 3nsariar lot 1ino, axoapt th&t 'kite roar 1 a? in as 020ner th= r±T@ coot, (ar } tram =T &=a lot lsaa. ' C_ FUCV4• YAMS, MOTH Pa= AHn 7,7Nitsl_ 1. No ranco or Wali allall be constructed or peraLstact uaarar to LuT 1 pamot. o xb rrrrQutra.aro11m TZMU the b adink eat7?ack X=211 not out . 1. No alatrisa dryj" polaa or 11mas shall b: sr•sated or vssd ari *Us - prbpartT In such a naascaor that, astOL pa3•es, Ian+s or clothier theruoa sh+ 1 bp -rialbla from *4 "root., MAter ar WuUaaoitt lots. S. tfo Totlon, x•411, b+m, had,cti¦ shrub, ar a? obsula0t7,oA. oL' saT _ , .6 future Thich aDataZtats Tba TieY abaTa I&D raet (,L' er bd10a ?sY?>z ?Nt (P1 ) AbdTO the t iIaoshlt roadxy%e, alsall bra placad.or parmitteA to r*Q&in ' an.a1L7 cornaT let aes"r to *ither at.t•sat then tba r4gpaet:iTa Ik4ldlx? a+>:baak line. •'? ?. •?.G?? 'D. NXGNQ. .. • PAIGE 1 U / 21 ORIGINAL Ol r 16; 2095 .16:07 7727941% HEATH ? PAGE 15/ 21 ;Papn : or toy a4/16"L Less 0614 v71 7517 DATMAGl »•-.. 1sT ofd Cr. IM a0i Yom` °•?? C`?Y41 ., .al,.r? Lar 1)* --64"wLLV urof,w f. rr.11 .=-oosnq ari &nY ?p&x?Lbl at WS sail aLhar th.sm 'Crowe iftUat paroattad by tLa Anstrictions at 7sleaad ratatea or Qlsxxlfater, ttait 0=6,' am rwaeravd " w.&; . 13"k is'r, x1ago 88 , Pubuo 8aos?'?is pr f..L? P'n"12e County, A1orida, Lail othar than Otis (1) Roinl,.rlaLel?,`apa ,l••,a Caen. houao, or other multiple avt1l:bm, tatatber wWL ag. (2) pZat-6 .:? .garago or the rams arabitaaturs and goneraa, doh as tha assn AvogLma: ,64gt to tae .}4RHtruasaa or tow aa•Lorials. 2. No outbuilding of anr• aatus•a, esaapt • gnra¢•, ?? be nxiapta4 oil the groportT &ad no ga.r.Xa or •othar straaturn ab+al.l ha --CUA on the property prior to the araotioa nQ tha r%Aidonoo. a. No trA%lar, bata?ont, tart, sneak, ?tmoss,"hm2 or aLhar out-- bulliisg xUll at arq -Lima tka tapp? as a rosidanoa, taraparasilT or parxAnantly, ear AM21 any ro-Wonae or s{ towporary•ohu-AaMer bo par- aitced.. No atruaturn ar am WA& sh,%11 ba sates at?tn anx pert, dr tba- ,aAare 1osaM.Daa proportT. `? i!. LOTS AXD lion- IONS OF Bi3 G4. i; as putlolni Pt all be aalslrtrActad 6ea any lot o2` plat ba#hg 1o1fM than 6,Ooo eTLere treat, ap the gTowa Boor, asoluaita or gut eve porahoa And opoo areas. - 2. No bu17 shall 'on troat•e4 avmxvr'tb,r1 LY+a it=ti7R ksw 4 tag.) zo war assaaL zap I=a or say "terrrvrio tor, 1=a. No tull 3a? ar part thoir'ao[ shL11 lie arrrotaa aaarar •Lban ssTell =4 a hAir Fret t'I.6r] to uLl• aide lot Tina or interl.or lot line, ctaunt that. Lha "of MAY Ua ap oicaar sba.n rAvQ roat (W) Cron was sida tat 1.1t1 s, . n •? 1 .i 1. Nu runes or roll Mha11 be aaaetruasad or perxLttst aexrsr -to a %a- aare.t or V*tVrrrQn% let :L"q 1j%= Clio U-31d as, aatllaox 12ME so'lr out in paraF,raph. B-P. hsrotabai'are. 2. Xa a;atkaa dx7lna polwa or Bias shall "bii area"& or vAa& aey the, prap'perLT dm w;ab x.r-naor chat saw poLos, I=ax or nlutbUtd ibsrsaa sb+a11 us risitla rraa t11- arrw*c, vurar or &dJaasnz lotws a. No raaeo, VX11 taaa, 2lodgn, abrub, or axq abmtruati on. or s'iT n;tu. - :=1ah ebaLs-_a!a (ha clot xto:a t u= ?aem (911) a larm --.:r, T:wt (71) abd-re ibs mAjocant raadvxTM, shall be laced.or parsdttad tti rraa,.,' an air coraor lo-L a-Kx+r -to olUxar r{reat iLsa miss xwup94L1-ya 7?zildLa? naT.baek lime. ' 1. 'HO dad gha.ll b4 oaaatracied or tootttitted or trnr part, a • • or thick naalisa aR or art, rololYSK, al-Sef In b anal, uaaerar---, or ills-ma6tianj or enplor'w-% MoTlez palm. or par-cr:, No dikedvto"Al.,-. 'haam or bnaaon rl.ga or light sh¦ 1 be aauatruistad av "vvcVLte3. 2. Btor7 rip= shall bx-re its ba.ro pied mal Pup+patts p+r-w*rdX7_, .,?:•? attsabod to tbo uala biudlLimg. - = - ;i. No ni ryes sba27 bs.caaat?latod ar potld tt.ed tthtjl' itrr 11te, .• r,, , dsslg7s and Loaatiati hkrr rivot?wsa appraesll'h tlte.pa'rrlapar. -k...-_,j:• 'I, No c:Lp sboll U aonsUvotaa or pr1vtt*4 VULds i.s Wre On square loot 1si araa an each rsoa or vido ar.ealA wtpa. ,. o. Ito sl5n sb43. 'bo onnatrwaLad or pdx kbtsdd st or on tba rxt ar . . J7. ISLAND ESTATES CONDOMINIUM 125 / 143 Island Way Clearwater, Florida 0 (D e :N.. wEer E??.? r ?- JUNE 29, 2005 BDG PROJECT NUMBER: 05018.00 01 CLIENT REP ARCHITECT STRUCTURAL ENGINEER MECHANICAL & PLUMBING ENGINEER ELECTRICAL ENGINEER GFB DEVELOPMENT, LLC. BESSOLO DESIGN GROUP, I NC. KEM ENGINEERS, INC. KEM ENGINEERS, INC. KEM ENGINEERS, INC. 2152 14TH CIRCLE NORTH 556 CENTRAL AVE. 556 CENTRAL AVE. 556 CENTRAL AVE. 556 CENTRAL AVE. ST. PETERSBURG, FL. 33713 ST. PETERSBURG, FL 33701 ST. PETERSBURG, FL 33701 ST. PETERSBURG, FL 33701 ST. PETERSBURG, FL 33701 PH# 727.321-8111 727.894.4453 727.894.4668 727.894.4668 727.894.4668 8 a 0 0 0 0 0 CONTACT: CONTACT: CONTACT: CONTACT: CONTACT: FRANK SALVO KEVIN BESSOLO, AR #12069 WARNER CHANG, PE #56823 B.S. REED, PE #60228 BERNARD KAZMIERSKI, PE General Notes Abbreviations List of Drawings ee?ss?s5. $ L 1M Ylst a IM embed damsm Y b =.- MemwOF MM A ? f?7®r1? Odb nymE? ? N aswrObo m! aou.vlm rseM b Bn tlbe a IN AB MvAm bl FIT FFM Tl-t S (FHA m eemF.e Y Ne otati eneF M w aFpmrYHl> a tlw emtrslm. u,e? Ydr+y' YFNeeO N NY W dmea a ryNma BF== pes o FnaaWl r ?aW Nitl Fe?nF ak dl FrlEmld ee?ery ACT N.wlbd COY ib [0. 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AFe SOIL IHirM?IIIHH v M e4 IMm a General IMwmetlon SFeN ORIGINAL A B C D E F y_ G H V/ 11 vi L'n U I L9 -WHH x y + B Hg " PARWNG CPL CUUtIDN3 M- C-R d 1!' -P t -C 5- ¦ } j } ? 3 ? 0 u re,v. roo.e r. ®rcE.s „,, o-, I I I I J6lI U H i ? ? j // // on ¦ / BESSOLO - VV? DESIGN GROUP, INC. o- - - - - - - - - - - v?- - ---_ -------- ............?. N PtArvNiroc & EVcLO-PM 13 , J C, CLZAR6 Vl7 g ... o- - - - - g - - - - -- ---------------- - a e ui \ (nz0? W W 0 I ? ~ F- 0 ? I I ?A WWW 0 d ------------------- - EYAlm Lk I _-_-_-_ , ?1 - ml OC - _ - _ - _ g re ' A < ' LL _ ] a W ? 1 [D I L`A ? m 1 19 I .._...._.._..._._ v I 1' l ea _?__ M11A1 IOO,1 ? PROFESBIGNK SElLL I I I n.. I / I I I / / „ 'hl) Ih] ( I I , _ Q - - ---- ---- -------- I H --- -- ?„ - -------- --- e d ........... _......_.._. 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A102 S,mntl Rom Plan nRf MCU TIQNS BBB ii¦o BESSOLO DESIGN GROUP, INC. ¦B¦¦¦¦¦¦¦¦O D uaHrECUd''?..u?rmxexr won J [ , ?- - - -- - - - - - - -- -- --------------- amaooll ! llmrl, ,r.,Y Ao ? I Q I r w F- 2 4 i ^ i a- LET 'J -_-_-_-I_ -_-_ s J W W W Y - - Q W Q Ad L --------------- - - - - - - - - - - - - - - - - - - Un.j - - - - b ?' W r r J - - t momssioNk S I I I - - - - - - - - I EN- y J Q- Lr - - - - - --- - - - - - - - - - --- - - - e uw -------------- Lo._ §g[ R e FLOOR PLAN - THIRD THROUGH SEVENTH FLOORS Al 03 j? a tea' ?- A D C D E F 0 M `??f? O' 2?1 AREA CALCULATIONS Q o 0 0 0 0 0 M.?x"G.cuiAiwr? 1? ? I 11 - I i I L Y o• w-D' ?-Q? Md ID'd xtd 11-Y ux,E ,,., I I I I? I - _ - _ - _ - _ - _ - _ - _ I I I 4 I I I rLYr i L.U ?) to am I I I Olen , C t. Y l C, t IT' - aoQ sae . ',RM I - - - --- - - - - - - - - - - - - - - - - - - - - - I II I I I Ta'-e• L?Amk O - ------ - - - - ---_....... .' 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PNOFESSIONPL SEAL B naw Lu ij ?A .................... PLANNING & DEVELOPMENT SVCS A201 ®i SOUTH ELEVATION ,(?T•\/ ( !`I G a? ?.•?A? ? suw r -r_ asc+?.w.el?ce 7+1+iwiY?ai- Sautl? Ebvetbn a f i9 A 9 6 d®i NORTH ELEVATION d rJ1p t .r_ ea ?!Y-S AAI. fb XOOf LLVEL _____?___ ao'd Ail. Wd AiJ. A •JD'd M A ?3o'd AIJ. _ _ _ 1H?i nLan _ _ _ _ _ Otgp fLOfA ORIGINAL 0 ol [4?? Q cnz0? pi LU o O W W W C) > JQ?\? U) m LL < Cq W J U weoEessioNx sex .................... .................................. oca®m w ................................. am ae-?o-ae A202 NaM Ebvebn QQ Q T Q T° T ORIGINAL i s d 9 6 9 e" d? n7 ORIGINAL i 9 9 sd d, as 1. e1 -.. Q ?o cnzof LU LU o 0 WwW °w< Jm ? w RZ: fn LL < W ? J U 3 ° a ° Y v, M I.v. v. , pxs m fl? A. v?. r 4 . 3 ? 3 V B - :.gt'7 Jt 11 7i-c ! 0 91 ?? 6alws o .a -1 x Ww -11% o f ?nlwx a TREE REMOVAL LEGEND 7•tlAAA tl CEDNYI 4 A •U1•E11p[pl9 PLANT LEGEND X u xer. u .h?.e ?... ?o.,..,. ?... d..a., ?..w. 0 17 ?sY+? _ tnc BARB ?..?nreanamm r? eArrsl oerAL lL?N191b0 BfIE ?lB?ABR PLN?POR 1P?Et(N1 yp AE YIYIONE r1AAw? MEET NO. °Ore r•mo PROTECTION PLAN LAGmCAW wwctrr?cTs ISLAND WAY CONDOMINIUMS TREE REMOVAL+ N CLEARWATER BEADS FLORDA DAVID W. JOHNSTON ASSOCIATES -o? 5 GEB DEVELOPMENT IBBI®m 01.]Vp6 L3?B 14fl1 BEGONO STREET BU1TE B .BAgABOTA, FL 341.. $(fl o 000-.150 G?Z 1 0 0 KTERICR LANDSCAPE CALCN.ATMIN _ PARKING AREA FOR LALG.IA- • ISIS •/- 51. RewIRED PROVIDeD TOIAL INTERIOR LANDSOAPE 5F. IR] ./- SF. 5- PERIMETER I-FER NOT INOLIAEO IN LALOLIATION. MEF IOA LANDSCAPE CALCIJLA710N GRAPHIC -P.. TYPQ'MB IIMCF 9J'iEA RE CANDPT IREES SOLID HEDGE 11 6 tE5 YES 12 PAIRS PALMS I CANOPY TREE 0 F1 SAO / 0 C I I TTRIS V HIO EUSER AREA 15 PART OF TNI! MILD- ,P SCO AND NOT INCLLOED IN THE OA10LlATIDN. I I I GENERAL NOTES ,y I re . ,.e,• s.wL ee .P .wrecl .u aaaR ? anno o I N„P,.A,K .ww.m, snro.?.. s sn.r,? r.vw .o sao+•o w.ne.i»ece m +,e un a $a ? I I ? I I I LANDSCAPE LEGEND MASSED AND SCDEENwD SHHUSS C TD>EES.A1DwKlAS.. s ., , .... ?.u O ID ....^....•..•, ..-N.ti.`s ... N, ,., ? ?.. I. I wg...,r.....„.,. ?...?. _.,.. ,,,, V ORDIADCAVERS SOD n ACCENT TFEFS Qle •..... ... ?.,? IDtg. TYPE'A' 9RBI II xoe @RBD - .. o.. ». o., CANOPY DREES 6• 8 ® yaw..... e....c iK, .,.. n.. n .w ?,? 50.10 HEDGE YES TES • 12 PAL PALMS -S I CANOPY TFEE 611E ?VaOPAElif PL'EDlB TOR ERD.LCY xq STO II e v I B I O x 8 LANDSCAPE lI? A I? SIgT ND. ISLAND WAY CONDOMINIUMS IF Fl? PLAN LAIxC?CAW ANC;"T=CT* 5 CLEARWATERSEACH,FLORDA I>RAxNm DAVID W. JOHNSTON ASSOCIATES ?-a2 DFB bLYELOPMENf BBl® 00/2• 14p1 BECON- ET .- BUTTE B • SARA-TA. FL_ rf427E .(041) AGE-J134 LANDSCAPE NOTES PRIOR TO CpIPLEIICOR Or B - i1HGH[ I C IIA-All 1. ILORID. x0. K a001? All .IH iK KPtH I., ?s (St'•bLItKU Ox 1Wap[s Oµ _S 1. RRI IS K-ECH iK RI-C - 1K BOTIOx tr IK ROOT x.Si. Pul Ax PPRI 11 I$IPIE 0' R PART ni Cf` . u LASE. SHE. .S OtOOU.to. rOR`"`S KCDI?ROn[ROERLr'ILwLCTC. M Ix SUCH , ALL .ORx M 1K 21 ..x TARSI 10 CRAI TAKET 10 LRAx TA I1 C. [.4LOx [Ax uns C_ .LLGTI eA.1 MEN' aECS aGC la ES OR x xs as I LL. C1111-11 .. ... IFICITICII TED m AHTS O.ERD _,S Ana lA`npue o[i?uio rnsaosueE OR PeKORxAxeE s ra.cl rAHDUeos AxD .TITS R[OUIa[Knli R[ W uHKRLapuxD UiiltiE?. RR'. ip •BLST 1.BLCIS r,Bl[li -LCTS TREE'i 10 E [AVnIR1 C 11Cµ iK I[Ox1RAG 7. Sn B`CK[" v lETI iA ?E13/Ew TA EIS S TV LOCA11V1 a ALL KU1RIi1[S CMIP[R PER PAL. H CH R RS. A xlxlwR+ Or .B xOURS KICRE BEEZ.- .pax. OR EA, x ccannED ? Ell OR O10 C RIlt PRIOR s eSC'C" LA oS oS `pri RC`M TO CLT .DSOD -.1Cex m ?p S PL.IOw ," r S xArerACTUREO Br. A?vr PITS E KrE'TU "TAT "Z ORxITr ILL KI 500 [?R`CN'?`LIrv 11 SSID AR AS, OF RTKICAll. To D[ ROLLED IxKOPTCU -EI I.SI,LLAll- " 1 +.S,.ITE oR -11TRS. C. D>ros OvEO E.ALI`L ` OTI P[•_S L" I URO ?cI["I1 .1 R E.- TO BE RRE.-I 1. PLANTIxG . u xu C SPR.ICD PRIOR 10 COwrEKIxG Ax" LaAOITIG pPCaANOM. R.CIGa , " RE.. I R xILL .ITH L xp,[ PE .R HIiEEt « G.Ka FERTILIZATION - TREES, SHRUBS AND GROUNDCOVERS REPRESE. OR LFPPpvAt. KL HC.1-Ei IWSI KO APtt1EDUTLI[[xSED S'PCa x i S. POST ALL x0I TO I-C R " xD1-PTARt APPLICAI-S P-TIHO 'CC' RI ?ESIED SOIL IS EKLES1 Ati T.x[x TO , C COLIB II SL,n rILL OTH1EV LE"'LL 81 A.S`xAVVCO [DOR 1K -C xl4CH KL K. 1.x11K .I1HDn1n O. 1. AS M111 01KRV1K On 1-1 Ot rdtAK A CIPRESS f? fY 1.? ?d TREE AND SHRUB MING SPECIRCATION .1 TO - MAINTENANCE PROGRAM -.1. -0 EID 1PEC III OR D IORES PI..1- SA NCwTEx .TID R[PAIR Si . REACT REE_ D_SE PRp.lo ` .r`IIIA .,... SCS1aID.NGx AI ,LL ll I'll T.1 nR I. P .C-1 R[ ETE. PRO- 10 IK E_ .IT, _IE,Ip iK LAx :? „ a x° D TINS NOTE TII' V& TO T1 IS 0' OR -ERSI- INVESTIGATE BEFORE YOU IO IK ,[-C. -- vxwE a IK EXCAVATE I T "CALL SUNSHINE STATE oicrxi s?viEO iR; ms?rKL 111""K`D" -ST v G NSKC- ONE-CALL CENTER" fOR 1-1 OR 0-1 -IER 1-1 V wslar -0- IS L... Sw 1 -SS`IECORE I(El .a..xu 1-800-432-4770 In SILL ss1 novas uuwxs 1 11 SIT' 11 ' IMPORTANT NOTE D ""p i?Rrc?'[ P•I"r s'"µ"K nAxrzp r¢ n. waK l x wu u. t 1E11 11V. SIRL . i S Rm1uLL 1 SIT r I IS .11. 1 11= "I .1 cw c.L.. srtn_ - P1. K w TR. , n IRIC T. A 11.01D IIII U,K. a[.IaS C.IS,I TI --> ' OR ILaausx, I- .1 ,[ ?mixc "" zuxx rux sIAxL- II. v KII D I ?1- 1. RlST -D i. I mm 11: REC - It, W. R_ 11 _ nxax DaAK d TO IK - K US CPI ln--0 Rrl IT _ IETE. R T 1 • •" LJ -IIIu Im K I TI - TREE PLANTING. .1 10 STAKING AND PRUNING uuAl ? KDDIREKn1S ? ? ? ";rimEg? 3 NxISH rR,K ,S ? •. i 1rF :: H11x .S 1 .,K„?.a.D * p TDDs Tt .Il -UT; Prcxcs "'R .,. 1 ??T=(LI-IIE?II ?I T I-L -C 11. tn?r = Px[.1aS E.ISTI.r. Cx.K SHRUB / GROUNDIC R PLANTING 6[[E oe?acveTr RING FOR Plocc?Ra DO D.laloxe ,? ..L?.:? A4 SARASOTA, arfE w. ISLAND WAY CONDOMINIUMS D06 - SAN AVIL D W. ?? -- 3 RN onAwa srr OOR I L-o3 DA y OM DEVELOPMENT ro/RUD6 D BEG 0 W. L?A UU J' is Q ? RIB ?' ?1 PEAll, 4;14 ORIGINAL /1-1 mm 0 _m 9 Nore, TNiswTS sNUi EuE La?ieu rxx ?POFRtt IC4 EASE ?N A(,(,ESSABa?Tt rwNrewwce ALL LNSiZED Plce 5?uLL BE Mirv. 3/t' LLNiRA $XALL ND -o iRIG- tION LO55 VELCC1TiES OF S IN ALL PiRNG GOa1RAGt(%L IO IKI.LOE KL COSlS OP CONECiI(MS IN tNE &D ,11 is p 1 Zap ?i 9fE DE?FIOPAENf RNIB FON EELd t_ia NO, APm AROiTfOT. ISLAND WAY CONDOMINIUMS aMIA90TA, FLOMA N., _ DAVID _W. JOHNfiTON ASBOCIATEB L-04 i oFe oEV?oRW.?(T M/M/06? 6? 401 BEGONO BTRE°ET BUTE'. 0_ RABOTA. PL 3423E .(041) 3EE-3160 ORIGINAL IRRIGATION NOTES: HAS BEEN OfiIFwED TO FaOVIDE IOOA 1=T=`5N?KL. BE In DA>?p[fYEln wTH rrES! 5 AEDARpSE SRICES wTNIN VALVE CCORq. LIKS. A10 a CPFLE0.5 5N•1L BELOLnTED B wivn 105 VALVE OXL9 A5 P0.LCh6? r-ILGFL n1CEa M1DS fIIDBL;t 6AlE viJ EST ^ANO - T UrzLIIM X RER! RIIG noRE SP.NVCf RE •IVNEIL ? LAi0IG -FF. CDR NABER 109 ONZ Ci ALL NGERGAMIp UµLIGR TO HA L_ IHU?.aER u H- AP 0 iNE LLAtOSCAFE ARCHITELT. FFOtLT CONST21LTIOn INE51 -R ASFVfALT FAVB-Enr 5NNL 8F SHKL BE LLNTAIIED wTHI?N w SEPARAMTE? MLLER ARK Lp¢UIi? AIO DIRECPOILAL 6Ax^ E5. DIRELRY REJ1'kGBI-E T-LR ALL ALL OF IEXT TO ARa ALVFS I. RANPIVS BEGS wiN A wNwn OF S'- O' FPOn F,FF 5 ZES at nTHFR SIDE a SELiEOII vKVES CoRECTIN6 w. x r0 SECTION LATERAL SHKL BE OIE N FIVE SIZE LAPOER TI- VALVE SIZE. ALL IMIZED PIPE SHKL M V] DaE55 ORA+li) SHALLINAVE ONF ni .n T-11 PiooDfe LeR fS?EE?IREaISA IZ KEr rca ?TI1. ALL ITT OSI'-'- WwMUH Eb'L-FAl OL90tE0. OH THE LRIILL SIDE LF TRE[9 ON ALL SLOVEZ.L _ oP OF ALL VAL- BDX LIDS w H ..I- V nele»>r TD LOmi[v610 TO wrcMAnc Aw 6- vAL.x SI W L/32ET- WTH ifE DFSIENnTION ?XFS? A ALL FFCLIXK --TS i0 cORNE5POt0 W ix IartIBAETPI LLOLK F-AH DESIENATION. ALL SwW. BE S IF DIRECT -AL CCVFEa wRE A5 POLLOMIS. wRE - fv K?n?fSEL EKM VKVE Ate;AVE A5[PARAIE F- 1-15 FROMI OF -1. iREIr.IES OF GL ?K RED TO CONIRaLLER _=A5 R-*A= mt I.IZ; n EKH SECTION VKVE SxKL HnvE A SEFARAR WLSE HIRE F-1 Ran n.ECiESOCKAKTMKIeE. oeE N FOOT To '"'L "I" L11P 11 ALL CvL C.pnRA - ?KLAS nwaFKTUSED By lI1EEUAFD, INC- wCATpI IL -.1 CR F SPELIFILATIONS AN EEIZ Eta n HOaE D[rAILED DISCLO-E OF pEPFONHAICE 5TUDA0.C5 AIO FEaeREHENrS. v?e -NIAT. o;'?e kaly e;«.P eatage ?." . Ine pwrp, ppe cemectan ble•. aYi vb? ? dtbr per rocery>oy ?w Q?4EMq gycp> atl met Wp W>lrpeflf?e, aav Yn e.pelbeW I(reon un ppep 11 ? ? roce>say, Vrea6ee tops IMII be mope at Ibe p6wa d nlger ?p r wxm M.actrd. e>tf >mII a m66e 6, .eulo-» bewe.e.6l.,e+. Q .ceea>Xj Zpoo reef H IengEL v ego??? ? mIS beiael [estrg m ??btrg Ueybocul?' Tra?t atlissesi mewdo l?wP?a Pef ?ivr.efn fp>U >MII? wt io?US pqe re>a..°•en6n ?nta?rc.a%d ?Mw tM.?ro. Lcasage wall be measvee q ua gmuty Of ester pnpe6 I>a P b reaetm Left pessu-e o?>g teft peloo. w PI, crmnro6le Ieakoge mall tw Icff Uan IM nmv>m Of goilau Per I.o>v eeterm>.[e q use wlla..Hy lamb. L• l5 D n (P)SAn33?Z'W mgt H ? 5 L?rgtn d Isectbn Iexee, b ieet P . wl e?m.etm o1 Iro pqe >. Hcrof • AverH _pe? teat pre ve .nd?i a wd?. `fvtrq awll x ouotnea Tres. m gyVrbvea wwr wvice _ II polar an ester .equree d Ns o•w .gseree All 1? Uu ws v?er?o? x e1real ti?u>a ?I?n? re?I?'otwn Mrpofee ln.rm?by .ae ?wctea T e ?ae me remove ta?parny I'"teTaaroy cwm?ctwe?NFll?meet Una .µayol??tmac<R Arcnltect. V.e aNwnn oMrbll>?ve ••aa yetem ad P.DIR He61tn anNwnn> R eavrg Y oo??rrqq M rep6re0 until the test meets [rotes Ar?y?epl?oeeeert dito,tty mda e?rbita ct al `?w?eU?iae? ?Fwef e.pen>e d ?Ir SITE FINIBN FiR/OE fi CLEAH BACKPILL . _ SLEEVES - 512E AS NDTEO aN PLANS. `. SLEEVES SNALL WITH L.YL YAMS -?9' MAIMA 1' OF <IFAn BKKFILL SEPMATINB ALL SLEEVES, SLEEVES SIDE OF IRBtGN, AND SLEEVE MAIK N. TO SET TOP OF SLEEVES Bb' BELON .. FINISH ENiADE AT SLEEVE LOCA7I0r1. BACKFILL TRENCH "" LLEAN FILL ENTEAIK FREE OF O-ANIC HATERIAL AND R(KK. E-D6E OF E F YEEVES F-- - BE -K O OF F p)T5IDE OR BAC GAtB. STAKE EACH E10 OF SLEEVES wiN SLitVEYORS LATH MARKED IRR16 SLEEVES'. SLEEVE If TRENCH DETAIL r oven vuH ??? ? cAVltt V=1 Y oven wne5. ? T R5x xALlw V.W INTa EAx •A,pr. croU.ecivns rt 5F/1IN5 a ? ?N.- TYPICAL WIRE CONNECTION TYPICALDRP LAYOUT NSTALLATION -ILI _ .*55[Nar I mLITFITO A H LIRE IEM 1r6FK OF TREE - aAi - E? K STAKE Gv1 \ 9ZE AS sPECVR6 Ox PL.ws. U A'j„•?yiyAu, tFnILL SIDE. OF I7' FLEXIBLE PVC (• LUf 7 / .APIA BY ANL. PRODlCiS, INC. F- uwOx Eav LfsL m IrcuOVU. TORO FB-ZS-PC ?v rN13H Gvu °? i AIL p f 20 TO bl D PVC IFE F- - .- 3v5rzR I.- AAIL. ??? nOGOi COP [xN nCN [?BOnx3xvaG E[ D . T ' TREE BAUBBLER - DOUBLE CKECK BACKFLOW PREVENTER PLANNING& D EM To -E Ei/EI n?A 6? a E b?POPaP $APDN IffAD IT? FLEXIBLE PVC P IFE WTN I LA TETEEION RTFInIP - K I LATERPL INEM-M HI LENSTN 5x5r! lEE ?_ TYP. POP-UP INSTALLATION SITE ?18 R'UlB FIXi Ero.EC ND. yIB RE vIEIDHE ATM dvviB SHEET ND.. OFB DEYELOf'AIEM RETIED 0!/)463 1-1 BECON. STREET BUTTE B • BARABOTA, FL -a .(D41) -3159 TYNCAL ANGLE AUTOMATIC VALVE ISLAND WAY CONDOMINIUMS 6; DETAILS I L.. 'L'E... L-OS SARASOTA, FLOFEDA BV.vx ET DDE DAVID W. JOHNSTON ASSOCIATES 0 0 0 0 0 0 0 ° ?.. ° ® ° amp ?toaa l _ - - ? i ® ® 11 0 El i i WEST ELEVATION z z t t_ N i e WEST ELEVATION GARAGES ? : .,m wuc era J C-1 _v 6 e EAST ELEVATION GARAGES ? +x> cwe r.ra v ww0 O ?(? co O ? W Z W Q Cl) mw ? J U 0 o 0 0 wa aaoc cae ,u rmo A203 wvn = 0 0 0 0 0 0 0 aMM555M RIM e oan no L I mi F-"L rum , n .?_? to BOB H' LrM 060000 y 888888 B®®®®0 _ BUBBOO I.I H O rf .? p p•.?f f i? fo g __ _ ' w-c Arr t Iff R 1-7 U T1 oeaw naa , :,. .. ._.. , .. 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R T wl I I ?j 1 I 11 - r wv .n 4,mm MO uWmalw°R0°Rm? I S 11 II }f i i it II ild I i I I I I i aioi a I iC II I i it 1 1 211 ?KXA WA m AYR o. M °« a a3 . m. o .«wa i 1 i_ I I 11 ? ,> 1 I ? V I I I • Q? ? - 1 I ? RLQ - S' K?mK'K. GUIm ? YNR,1W1°K _ we Iw d?ln - ?? j I I 1 I ? ap P•V,?' S - YN. - 1.12 f!i I I I II 1 xm.la(n II wm ?? T I I I II II I II A p [ V P.v,.C. N0"r-3r% V) 31 V C I.V.a UTDUL II srto wn a can.u.+m w rcmno'ic1 rm, I'(I! • lnlt 4.ew4 wtt wa+.''VO4o M wn ""4m°w®i °we 1 II II WV.M6 ' I I I 1 I I (-KM M J] (i'ILTMTipI ;'/DI I Ifs w.? M!N 1 Iww ?I I II Po4 0 - S.OO W. [ . (-)Q01 II w e NeRA w Rc°c w«.« wa "« 4.i. wop r a w• L IM RY [L.300 Mns.e mm«w wa ?.lMO mM wCv '1 i II U I? N. W.. 1.12 1 (L nn. w. - fdo .? Y? ? -I I I I Nv.K- 1.0> I '1 O ? {?? `tar. I I I I I uK P41. m ro ![ , SIDEWALK RAMPING NOTE Jr1u1 K mmRC1m w ietl ruv+.m .T1 GV ?i v ? c Ell O , ,w im ih[ l R I I I >p llN?lDt m ACON .1Cm I I I I I ?? I II I C.3 ' GY1 ISLAND WAY CONDOMINIUM - ?,? yam' «,w..?? ,,. _ ? couPOSrTe corsrRUCTaN PUN ,?j}.a•- : ?r'?y -, ¢w ..may .'°" A' aww,Y_, n... mn a,_.?," Wa a fa ,m °i4.,Yr.:n .ma ?a ® M-1 o,« SUCH MARK Nom NSw m LLOVERM. BAUR STEVE _ nw,e. : ? m'e,A°^'?` ?.4i" ofwfine - sumeTCle - n.vNOes ..... ___°-------- a ¢A-e., - - ws/°- - - mr « mY w wnN. I,afm .r '""' .. ,1., anfv.. ,,..e,. ? ?>e°q1 rm wa wn1.. Juo m4u ,..? n,,, ,.?+., N •? r.. n, _ ,... C-- _ n ,......, 7 CONSTRUCTION PLANS Ir ,pa Y¢ N 33895 ' vim`'`, LONG RANGE PLANNING DFVELOPMENT RFVIFW February 24, 2006 Mr. Frank Salvo GFB Development 4208 West Corona Street Tampa, FL 33629 CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICF BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SFRVICFS BUILDING, 100 SOUTH MYRTLE AVENUE, CLFARWATFR, FLORIDA 33756 TFLF.PHONF (727) 562-4567 FAX (727) 562-4865 Re: FLD2005-07062-125-143 Island Way Dear Mr. Salvo: This letter constitutes a Development Order pursuant to Section 4-206.D.6. of the Community Development Code. On January 17, 2006, the Community Development Board (CDB) reviewed your Flexible Development request to permit 27 attached dwelling units in the High Density Residential (HDR) District / Island Estates Neighborhood Conservation Overlay District (IENCOD) with an increase to building height from 30 feet to 79 feet (to roof deck) with an additional 90 inches for perimeter parapets (from roof deck), a reduction to the front (west) setback from 25 feet to 21 feet (to building) and 12 feet (to pavement), a reduction to the rear (east) setback from 15 feet to zero feet (to pavement), a reduction to the side (north) setback from ten feet to six feet (to building) and three feet (to pavement), and a reduction to the side (south) setback from ten feet to eight feet (to building/pavement) as part of a Residential Infill Project under the provisions of Section 2-504.17, and a reduction to the widths of the perimeter landscape areas along the sides (north/south) of the property as a Comprehensive Landscape Program under the provisions of Section 3-1202.G. The CDB APPROVED the application based upon the following Findings of Fact and Conclusions of Law .and subject to the attached conditions of approval: Findings of Fact and Conclusions of Law: 1. That the 0.91-acre subject property is located within the High Density Residential (HDR) District and the Residential High (RH) Future Land Use Plan category; 2. That the subject property is located within the Island Estates Neighborhood Conservation Overlay District (IENCOD) and therefore subject to the requirements of Section 2-1602.H; 3. That the subject property is permitted a maximum density of 27 dwelling units (30 du/ac) and maximum building height of 130 feet; 4. That there are no pending Code Enforcement issues with subject property; 5. That the development proposal is consistent with the General Applicability criteria as per Section 3-913.A; 6. That the development proposal is consistent with the Standards and Criteria as per Sections 2-501.1 and 2- 504; and 7. That the development proposal is consistent with the Flexible Development criteria as a residential infill project as per Section 2-504.F. FRANK HIBBARD, MAYOR Bii.LJONSON, VICE-MAYOR JOHN KORAN, COUNCILMEMBER HOYT HAMHAON, COUNCILMEMBER ® CARLEN A. Pm-rRSENN, COUNCILMEMBEK 'TLQUAL 1?MPLOYMFMT AND AI'I7IRMATIVE ACTION EMPLOYER" Conditions of Approval: 1. That evidence of a filing of Unity of Title with Pinellas County be submitted to and approved by Staff prior to the issuance of any building permits; 2. That any/all required Parks and Recreation fees are paid prior to the issuance of a building permit; 3. That all Fire Department requirements be met, prior to the issuance of any permits; 4. That all Traffic Department requirements be met, prior.to the issuance of any permits; 5. That all utility equipment including but not limited to electrical and water meters is screened from view and/or painted to match the building to which they are attached, as applicable, prior to the issuance of a Certificate of Occupancy; 6. That any/all required Transportation Impact Fees are paid prior to the issuance of a Certificate of Occupancy; 7. That a condominium plat be recorded with Pinellas County prior to the issuance of the first Certificate of Occupancy; 8. That boats moored at the docks, lift and/or slips be for the exclusive use by the residents and/or guests of the condominiums and not be permitted to be sub-leased separately from the condominiums; 9. That any/all future signage meets the requirements of Code and be designed to match the exterior materials and color of the building; 10. That all applicable requirements of Chapter 39 of the Building Code be met related to seawall setbacks; 11. That all proposed utilities (from the right-of-way to the proposed building) be placed underground; 12. That the final design and color of the building be consistent with the conceptual elevations submitted to (or as modified by) the CDB, and be approved by Staff; 13. That any/all wireless communication facilities to be installed concurrent with or subsequent to the construction of the subject development are screened from view and/or painted to match the building to which they are attached, as applicable; 14. That a right-of-way permit be secured prior to any work performed in the public right-of-way; 15. That where walls impede maneuverability or vision, parking spaces shall be revised in order to provide for safe and efficient vehicular movement; 16. That the vertical clearance throughout parking garage is no less than eight feet-two inches (8'-2") in order to accommodate a handicap accessible van; 17. That the first building permit be applied for within one year (by January 17, 2007) of Community Development Board approval; and 18. That the final Certificate of Occupancy be obtained within two years of issuance of the first building permit. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (by January 17, 2007). All required Certificates of Occupancy shall be obtained within two years of the date of issuance of the initial building permit. Please be advised that 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 CDB 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. Should you have any questions, please do not hesitate to contact Robert G. Tefft, Planner III at (727) 562-4539 or via e-mail at robert.tefft@Myclearwater.com. Sincerely, Michael Delk, AICP Planning Director S:IPlanningDepartmentlCDBIFLEX(FLD)Vnactive or Finished Applicationsllsland Way 125-143Island Estates (HDR) -ApprovedUsland Way 125- 143 - Development Order 02-24-06.doc 0 CITY OF C LEARWATE R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARYXIATFR, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 LONG RANGE PLANNING DEVELOPMENT REVIEW January 18, 2006 Mr. Frank Salvo GFB Development 4208 West Corona Street Tampa, FL 33629 Re: FLD2005-07062 and FLD2005-11106 (125-143 Island Way) Dear Mr. Salvo: This letter is being provided to you as the designated agent for the above referenced project. At its meeting of January 17, 2006, the Community Development Board (CDB) approved the Flexible Development request to permit 27 attached dwelling units in the High Density Residential (HDR) District / Island Estates Neighborhood Conservation Overlay District (IENCOD) with an increase to building height from 30 feet to 79 feet (to roof deck) with an additional 90 inches for perimeter parapets (from roof deck), a reduction to the front (west) setback from 25 feet to 21 feet (to building) and 12 feet (to pavement), a reduction to the rear (east) setback from 15 feet to zero feet (to pavement), a reduction to the side (north) setback from ten feet to six feet (to building) and three feet (to pavement), and a reduction to the side (south) setback from ten feet to eight feet (to building/pavement) as part of a Residential Infill Project under the provisions of Section 2-504.F, and a reduction to the widths of the perimeter landscape areas along the sides (north/south) of the property as a Comprehensive Landscape Program under the provisions of Section 3-1202.G, based upon Findings of Fact and Conclusions of Law, and subject to conditions. Please be advised that prior to the issuance of a Development Order for this project, the following conditions of approval must be addressed: 1. That a completed application for the vacation of the existing ten-foot drainage easement is submitted prior to the issuance of a Development Order; and 2. That the site plan is revised to provide a rear standpipe with four inch diameter supply pipeline for fire protection of marine facilities prior to the issuance of a Development Order. In addition to the above, the Board approved the Flexible Development request for a 2,193 square foot, ten wet slip commercial dock as an amenity to the aforementioned 27-unit condominium development, under the provisions of Section 3-601, based upon Findings of Fact and Conclusions of Law, and subject to conditions. Among the conditions of approval associated with this Flexible Development request was that no Development Order be issued for these docks prior to the issuance of a Development Order for the upland improvements (FLD2005-07062). FRANK HIBBARD, MAYOR BII.1. JoNsoN, VICE-MAYOR JOHN DORAN, COUNCILMEDIBER HOYr HAMILTON, COUNCILMEMBER CARI.FN A. PETERSFN, COUNCILMEMBER "EQUAL. EMPLOYMENT AND AFFIRMA iw ACTION EMPLOYER January 18, 2006 0 FLD2005-07062 and FLD2005-111025-143 Island Way) Page 2 of 2 Next Step: Submittal of Revised Plans One complete set of plans (collated, folded and stapled) must be revised to address the above conditions of approval and submitted to the Planning Department for review. Once the revised plans have been reviewed for compliance with the above conditions, the Development Order for this project can be issued. Please be advised that the Flexible Development approval is valid for one year; thus expiring on January 17, 2007. Prior to this expiration date, the first building permit must be applied for in order for this proposal to be considered established, and no permits may be applied for until the Development Order has been issued. Should you have any questions, do not hesitate to contact me. Sincerely, T Robert G. Tefft, Planner III Tel: (727) 562-4539 Fax: (727) 562-4865 E-Mail: robert. tee t a myclearwater. com cc: Terri Skapik, Woods Consulting, Inc. (via facsimile) Tefft, Robert From: Tefft, Robert Sent: Friday, December 09, 2005 11:34 AM To: 'gfbdevelop@gmail.com' Subject: FLD2005-07062 - 125-143 Island Way (Greg Singleton) Greg: Please find attached a letter regarding the rescheduling of the above referenced application. Robert G. Tefft, Planner III Planning Department City of Clearwater Tel: (727) 562-4539 Fax: (727) 562-4865 C Island Way 25-143 - Reschedul. 0 CITY OF C"L E A RWA T E R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE(727)562-4567 FAx(727) 562-4865 LONG RANGE PLANNING DEVELOPMENT REVIEW December 9, 2005 Mr. Greg Singleton GFB Development, LLC. 4208 W. Corona Street Tampa, FL 33629 - Re: FLD2005-07062 -125-143 Island Way Dear Mr. Singleton: The letter is to serve as a follow-up to our conversation earlier today regarding the Community Development Board (CDB) meeting date for the above referenced project. As we discussed, the proposed building encroaches into the side (north) setback of ten feet (the building is set back approximately six feet). This setback was not previously part of the development proposal and was not identified on the application as being part of the request with the revisions submitted on November 8, 2005. Accordingly, the public notice for the development proposal did not include a deviation to the side (north) setback to building; therefore the development proposal must be rescheduled for the CDB meeting of January 17, 2006. Should you have any questions, please do not hesitate to contact me at (727) 562-4539 or via e-mail at robert.tefftQMycl earwater. com. Sincerely, Robert G. Tefft, Planner III Planning Department City of Clearwater Tel: (727) 562-4539 Fax: (727) 562-4865 FRANK HIBBARD, MAYOR BILL. JONSON, VICE-MAYOR JOHN DORAN, COUNCIL MEMBER HOYT HAMILTON, COUNCILMEMBER CARLEN A. PFTFRSEN, COUNCII.MI?® MBiR "EQUAL BMPLOYMFNT AND AFFIRMATIVIi ACTION EMPLoYFR" 0 0 ????????????? ????????????? ????????????? ????????????? ????????????? ????????????? ????????????? BESSOLO DESIGN GROUP, INC ????????????? ARCHITECTURE? DEVELOPMENT License #M{002117 November 8, 2005 GFB Development 4208 W. Corona Street Tampa, FL 33629 0 R161NALg\ a-?3-off c?a d31b'M V373 3o Avo 1NMWIM30 0NINNV1d RE: City of Clearwater Development Review Comments #2 9001 S 0 AON Project Name: Island Estates Project Address: 125-143 Island Way File #: FLD2005-07062 03AS03d Commission #: 05018.00 GENERAL ENGINEERING (Responses provided by Lloveras, Bauer, Stevens) Item 1: Comment: Applicant shall submit complete application to vacate drainage easement. Response: This application is currently being prepared and will be submitted as soon as it is completed. Item 2: Comment: Fire department connection shall be located no further than 40 feet from a fire hydrant. Response: The Civil plans had been previously revised and the FDC label has been clarified in accordance with the DRC requirements. Item 3: Comment: Provide rear standpipe with 4" diameter supply pipeline for fire protection of marine facilities. Response: Refer to the notations on the architectural plans. Item 4: Comment: Sheets #6 and #7 will be reviewed when submitted as part of a building permit application. No review /comment will be provided at this time. Response: This comment is acknowledged. • GFB Development Island Estates - City of Clearwater DRC Comments #2 November 8, 2005 Page 2 Item 5: Item 6: Item 7: Item 8: Item 9: ORIGINAL Comment: Show how the pool deck and retention pond are to be constructed without interference with seawall tie-backs and deadmen. Response: The deadmen will be located as part of the proposed construction and any relocation necessary will be accomplished by a licensed marine contractor and in accordance with City of Clearwater requirements. Comment: Identify on the plan where the solid waste is to be picked up. Response: The plans have been modified, call for a roll-out dumpster and the staging area, and are consistent with Solid Waste Department's comments at the DRC. Comment: Move new sidewalk to 1-foot from property line in accordance with City of Clearwater Contract Specifications and Standards index # 109. Response: This sidewalk has been reconfigured as requested on the Civil plans. Comment: Can this development be served by a existing lateral rather than open cutting Island Way and making a new connection? Response: We will investigate this potential and the final permit plans will reflect the final solution. Comment: Sidewalk shall be 5-ft. in width, not 4' as shown on plans. Response: The sidewalk width has been revised to 5' as requested. The existing sidewalk to the north is only 4' wide, however. ENVIRONMENTAL Item 1: Comment: In no circumstance will vertical walls on detention ponds be permitted adjacent to the rights-of-ways, along the boundaries of adjacent parcels of land, on more than two sides of a detention pond, or any side of a pond serving only as a water quality facility. The side slopes and bottom shall be sodded. (Design Criteria; Storm Drainage, pg. 7). Response: Requirement met on 10/26/05. GFB Development Island Estates -City of Clearwater ORIGINAL DRC Comments #2 November 8, 2005 Page 3 Item 2: Comment: How is the filtration system going to function with high tides frequently reaching E1.2.5? Response: Letter was provided at the 11-3-05 DRC meeting to Mr. D. Scott Rice, PE, Engineering Manager that documented the question regarding the bottom elevation of the proposed detention area relative to the high tide. FIRE DEPARTMENT COMMENTS Item 1: Comment: An emergency generator is required as a back up source of power for elevators and fire pump. Must be located above BFE. Emergency lighting should also be connected. PRIOR TO CDB. Response: An emergency generator will be provided. Item 2: Comment: FDC Piping must be the same size as piping for fire control riser. PRIOR TO CDB. Response: Acknowledged and will comply. Item 3: Comment: Stairs are required to exit directly to the outside of building. Exiting is not to dump into the garage area. PRIOR TO CDB. Response: Stair towers have been revised to discharge to a public way outside of the building envelope. Item 4: Comment: Provide Fire Flow Calculations by a FIRE PROTECTION ENGINEER to assure adequate water supply for project. Acknowledge intent PRIOR TO CDB. Calculations due PRIOR TO PERMIT. Response: Calculations will be provided prior to permit. Item 5: Comment: Clearances of 7'/z feet in front of and to the sides of the fire hydrant, with a 4-foot clearance to the rear of the hydrant are required to be maintained as per NFPA-1. Please acknowledge intent to comply PRIOR TO CDB. Response: We acknowledge the requirement to provide 7 1/Z' in front of and to the sides of the proposed fire hydrant assembly. The location chosen is sufficient to meet this requirement and the construction plan submittal will detail compliance. r GFB Development Island Estates - City of Clearwater DRC Comments #2 November 8, 2005 Page 4 0 ORIGINAL Item 6: Comment: Fire Department Connections shall be identified by a sign that states "No Parking, Fire Department Connection" and shall be designed in accordance with Florida Department of Transportation standards for information signage and be maintained with a clearance of 7 1/z feet in front of and to the sides of appliance as per Florida Fire Prevention Code 2004 edition. Please acknowledge intent to comply PRIOR TO CDB. Response: We acknowledge the requirement to provide 7 1/z' in front of and to the sides of the proposed fire department connection. The location chosen is sufficient to meet this requirement and the construction plan submittal will detail compliance. In addition, we acknowledge the sign requirements outlined above. Item 7: Comment: Fire Alarm System in accordance with NFPA 72 and NFPA 101 shall be installed. Acknowledge PRIOR TO CDB. Response: Acknowledged and will comply. Item 8: Comment: This building is determined to meet the criteria of a High Rise Building as defined by both the Florida Building Code, 2001 Edition and the Florida Fire Prevention Code, 2004 Edition, therefore the requirements of a High Rise structure must be met. These requirements include, but are not limited to Building Code and Fire Code items such as: Fire Pump and generator if pump is electric, sprinkler system through with control valve and water flow device on each floor, Class 1 Standpipe System, Fire Alarm using voice/alarm communication, Central Control Station, Firefighter phone system, Emergency lighting, and Standby Power as per NFPA 70, Pressurized Stairwells, Stairwell marking and Elevator Lobbies. Please acknowledge PRIOR TO CDB. 10/17/05 provide survey info on elevation from the street level to top of floor on 8`h floor to determine what other requirements are needed. Response: Letter provided to City of Clearwater Fire Dept at 11-3-05 DRC meeting per the request of Steve Strong, confirming building is not a high rise. Item 9: Comment: Must provide access area or Fire Lane for setting up a ladder truck. Must be 24' wide minimum with the inner edge no closer than 10' and no farther than 30' from building. Show on Plan PRIOR TO CDB. 0 0 GFB Development Island Estates - City of Clearwater DRC Comments #2 November 8, 2005 Page 5 ORIGINAL Response: Access has been provided for a Pierce 100' mid-mount ladder truck with jacks extended. Truck is able to maneuver a turning radius of 30'. Access has been provided for a Pierce 100' rear-mount ladder truck with jacks extended. The ladder will have an 84' reach at a 50 degree angle to the top floor. Based on our discussion with Lenny Rickard it does not appear that the building is a high rise. Item 10: Comment: Standpipe connection for dock area must be connected to firepump/wet standpipe system. Acknowledge PRIOR TO CDB. Response: Class 1 Standpipe with fire pump connection to dock as noted on A101. SOLID WASTE Item 1: Comment: How will solid waste be handled? Where will recycling be staged? Dumpster staging area needs to be angled more towards the street. Response: Per 11-3-05 DRC meeting, temporary dumpster holding area size, location and orientation are adequate. Recycling staged in room behind elevators. Recycling containers will be moved to temporary dumpster holding area for pick up. Trash pickup and recycling pickup are on different days. PLANNING Item 1: Comment: With regard to the landscaping along the north side of the property, how are the sodded areas proposed to be maintained? Consider the use of additional groundcovers in-lieu of sod (xeriscape). 10/20/05: While the size of the sodded area appears to have been reduced, there are still small areas where sod is proposed. Response: Please refer to Civil/Landscaping drawings. All areas under the building will be concrete. No sod will be placed under the building. Item 2: Comment: Clarify why the proposed sidewalk along Island Way is undulating. 10/20/05: No explanation has been provided which addresses this condition. • GFB Development Island Estates - City of Clearwater DRC Comments #2 November 8, 2005 Page 6 • ORIGINAL Response: Please refer to Civil/Landscaping drawings. The sidewalk was undulating due to the existing configuration of the existing walk in the Island Way right-of-way and due to the location of the existing power pole. This configuration has been revised (including relocation of the existing power pole). Item 3: Comment: Clarify how access is proved to the pool area. 10/20/05: While a pathway to the pool area has been provided, the path does not accommodate handicap accessibility. Provide a handicap accessible route from the elevators to the pool area that is compliant with the ADA. Response: Pool and retention areas have been flipped to accommodate ADA accessibility. Item 4: Comment: As part of the response to Written Submittal Requirement #6, clarify how the architecture of the development proposal minimizes adverse visual impacts of the development. It is suggested that the revised response pay particular attention to height. 10/20/05: The revisions have not addressed this condition. Response: The front (west) of the main residential structure is setback 80± feet from the street and 60± feet from the setback line. The development steps away from the roadway in three rising tiers beginning with the entryway, to the garage and then to the building. This provides a human scale at the entry and sidewalk areas, and moves the building deeper into the property. The scale of the architectural details reinforce this. Furthermore, the elevator runs and balconies are offset 10 feet from the front of the building, creating visual appeal and reducing the perception of the building as a solid mass. Item 5: Comment: The development proposal requires reductions to the rear (east) setback and the side (north) setback; however, no response has been provided to the Flexibility Criteria for side and rear setbacks [ref. Section 2-504.A.1.]. 10/20/05: The revisions have provided no response to this condition. Further, the revised development proposal now requires reductions to the side (south) setback. GFB Development ORIGINAL Island Estates - City of Clearwater DRC Comments #2 November 8, 2005 Page 7 Response: Refer to Civil drawings. The rear (east) and side (north) setback are requests that allow us to increase parking to 2 spaces per unit. Parking, and the current code requirement of 1.5 spaces per unit have been an issue for the past few years. The building has been designed to provide parking in excess of code requirements to the benefit of both unit owners and the City. Secondly, the rear setbacks are not for building structure, but only for pool and pool deck, which permits the accompanying pool uses to be moved away from neighbors and roadways while not creating structures that detract from neighboring view corridors along the water. Lastly, the reduction in side and rear setback does not prevent access to the rear of any building by emergency vehicles since access is provided through the garage, which has sufficient height for emergency vehicles and two access ways to the rear of the property of 5 feet each. Item 6: Comment: As part of the response to the Flexibility criterion 2-504.A.2.a, clarify how landscaping areas in excess of the minimum required have been provided and/or how an improved landscaping design has been provided. 10/20/05: The revisions have not addressed this condition. Response: Refer to Civil/Landscape drawings. Landscape design is enhanced to be more attractive than standard Code. Decorative fencing, additional specimen shrubs (including more valued medjool and washintonia palms), flowering understory trees, a harmonious mix of colorful shrubs and ground cover are additional features to upscale the property. Item 7: Comment: The development proposal requires a reduction to the front (west) setback, however no response has been provided to the Flexibility Criteria for the front setback (ref. Section 2-504.A.6]. 10/20/05: The revisions have not addressed this condition. Response: Per the 11-3-05 DRC meeting, a reduction to the front (west) setback to 22' was approved. The existing structures in the neighborhood are uniform in relation to the right-of-way, and the front setback requested is well within this uniformity, and is actually setback further than many of the neighboring properties. Item 8: Comment: Consider increasing the depth of the proposed garages from 19 feet to 20 feet in order to provide a more adequate depth for vehicles. • GFB Development Island Estates - City of Clearwater DRC Comments #2 November 8, 2005 Page 8 Response: Garages will be increased to 21 feet. ORIGINAL Item 9: Comment: The site plan depicts 15 foot by 15 foot sight visibility triangles along Island Way; however, Section 3-904 requires the provision of 20 foot by 20-foot sight visibility triangles along rights-of-way. Response: Please refer to Civil drawings. The required 20' x 20' sight triangle has been added to both the Civil and Landscape plans. Item 10: Comment: Clarify why the east/west drive aisle curves prior to its intersection with Island Way. It is recommended that the drive aisle is situated so that it aligns with the driveway across Island Way. Response: Please refer to Civil for clarification. The driveway has been straightened and aligned with the drive across Island Way. The existing catch basin will need to be modified and replaced with a grate inlet as agreed at the November 3, 2005 DRC. The construction plans will reflect this modification to the existing storm structure. Item 11: Comment: The westernmost north/south drive aisle width is dimensioned at 25 feet; however the proposed stairwells encroach into the drive aisles reducing the width to 24 feet. Provide revised dimensions. Response: The plans have been revised to show that the drive aisle is 24' as required. Item 12: Comment: A pair of columns encroach upon the north side of the east/west drive aisle reducing its width below 24 feet. The columns must be located outside of the drive aisle. Response: Item has been addressed, columns have been moved. Item 13: Comment: Clarify if the proposed ground level doors located at the center of the east elevation are intended to be functional. If so, the proposed parking spaces on the west side of these doors would appear to severely limit their functionality when occupied. Response: Openings have been revised to be window openings. Item 14: Comment: The north stairwell empties directly into the east/west drive aisle. r? Response: Stair towers have been revised to discharge to a public way. • GFB Development Island Estates - City of Clearwater DRC Comments #2 November 8, 2005 Page 9 ORIGINAL Item 15: Comment: Provide the proposed ground level grades. Response: Please refer to Civil drawings. Ground level grade are shown on sheet 4 of 7 of the Civil plans and vary between elevation 6.07 to elevation 6.84 NGVD. Item 16: Comment: Provide dimensions on the architectural elevations from the roof deck to the top of the parapet that is not associated with the stairwells or elevators. Response: Dimensions have been provided. Item 17: Comment: Provide a setback dimension on the site plan from the west property line to the proposed refuse staging area. Response: Dimension and setback line have been provided. This dimension has been added to the Civil plans. Refer to sheet 3 of 7. Item 18: Comment: The building height noted on the site plan (79.97 feet) differs from the building height on the architectural elevations (79.39 feet). Please revise the plans to provide a consistent building height. Response: The elevation of 79.39 feet is the correct dimension. Drawings will be revised. The elevation of 79.39 feet is the correct dimension. The plans have now been revised to be consistent. Item 19: Comment: The proposed reduction to three (3) feet along the north property line (to pavement) will not be supported. It is recommended that the two northernmost parking spaces are eliminated in order to provide an adequate buffer along this portion of the north property line. Response: Per the 11-3-05 DRC meeting, solid wall/fence will be provided as noted on Civil/Landscape drawings. The requested 3' reduction is to provide a back-out flair for Owners for better safety. Based on DRC discussions with staff, the revised design will provide both adequate buffer from neighbors for potential noise and car lights, which are the possibly determents of the reduced setback. GFB Development ORIGINAL Island Estates - City of Clearwater DRC Comments #2 November 8, 2005 Page 10 Item 20: Comment: The architecture of the proposed garages is inconsistent with that of the proposed residential tower. Therefore, the development proposal does not meet Attached Dwelling flexibility criterion 2.a, or Residential Infill .flexibility criterion #6. Revised elevations must be provided which provided for the architectural compatibility between these two elements of the proposal. Response: In this project, the garage's function is to be subservient to the primary residential structure in both size and architectural detail. This is consistent with the elaborate Tuscan villa, which has simple architecture for its barns and stables. Also, in the Midwest, the farmhouse typically has more architectural detail than the adjoining barn or shed. This helps focus the attention away from the garage or subservient structure and toward the residential structure. Item 21: Comment: The north and south elevations of the development proposal are not consistent with the level of design provided on the east and west elevations. Submit revised architectural elevations that will provide a uniform level of design across all of the proposed elevations. Response: The north and south elevations have been revised to enhance the design detail. E.I.F.S. details at roof parapets, additional window trim, and enhanced stucco detailing throughout now provides uniformity. If you have any questions, please do not hesitate to call. Sincerely, BESSOLO DESIGN GROUP, INC Xev& 4. &a"&, 49,4 Kevin J. Bessolo, AIA President KJ B/d jc Cc: Greg Singleton Burl Horton Paul Lauber 0 ????????????? ?s?lllel?®??®®®?? BESSOLO DESIGN GROUP, INC III®®®®®m®®®®®® ARCHITECTURE® DEVELOPMENT License #AA-0002117 September 7, 2005 Revised September 29, 2005 GFB Development 4208 W. Corona Street Tampa, FL 33629 RE: City of Clearwater Development Review Comments Project Name: Island Estates Project Address: 125-143 Island Way File #: FLD2005-07062 Commission #: 05018.00 FIRE DEPARTMENT COMMENTS C ? t1 tivJ .? 4? ?F ff Item 1: Comment: ***PLEASE NOTE****REVIEW AND APPROVAL BY THE AUTHORITY HAVING JURISDICTION SHALL NOT RELIEVE THE APPLICANT OF THE RESPONSIBILITY OF COMPLIANCE WITH THE FLORIDA FIRE PREVENTION CODE 2004 EDITION. PLEASE INCLUDE FLORIDA FIRE PREVENTION CODE 2004 EDITION IN YOUR SUMMARY OF CODES. Response: 2004 Florida Fire Prevention Code will be added. Item 2: Comment: An emergency generator is required as a back up source of power for elevators and fire pump. Must be located above BFE. Emergency lighting should also be connected. PRIOR TO CDB. Response: Emergency generator is not required for this project per our response to item 12 below. Item 3: Comment: An automatic Class 1 standpipe system with a Fire Pump is required. Must have a connection for dock coverage 100psi at roof is required. Fire Pump to be located above BFE. PRIOR TO CDB. 0 i ?1. N ORIGI Response: Class 1 standpipe with Fire Pump, connection to dock and 100psi at roof will be provided per note added to drawing. GFB Development Island Estates - City of Clearwater DRC Comments September 7, 2005 Revised September 29, 2005 Page 2 i? 9 2? I PLANNING x t r _ : t SVCul ORiGi N 11L Item 4: Comment: FDC is required and shall be a minimum of 15' from building and shall have a fire hydrant within 40'. Hydrant shall not be located on same main as Fire Sprinkler and must be on supply side of double detector check valve. This hydrant is in addition to any required for firefighting. PRIOR TO CDB. Response: Refer to Civil drawings. Item 5: Comment: Show location of fire hydrant for fire fighting use. Must be within 300' of building as hose lays and on same side of street as building. PRIOR TO CDR. Response: Refer to Civil drawings. Item 6: Comment: Ground Floor Plan missing. Is parking OPEN or CLOSED by NFPA 88 A Standards? How is exiting to stairs to public way executed? Remote exits are required from garage on north and south sides and must have sidewalks leading to public right of way. PRIOR TO CDR. Response: Parking is open as indicated on drawing A101. Stairs exit directly to the public driveway. Item 7: Comment: Provide Fire Flow Calculations by a FIRE PROTECTION ENGINEER to assure adequate water supply for project. Acknowledge intent PRIOR TO CDR. Calculations due PRIOR TO PERMIT. Response: Hydraulic calculations will be provided for fire sprinkler system prior to permit. Item 8: Comment: Clearances of 7'/z feet in front of and to the sides of the fire hydrant, with a 4 foot clearance to the rear of the hydrant are required to be maintained as per NFPA-1. Please acknowledge intent to comply. PRIOR TO CDR. Response: Refer to Civil drawings. Item 9: Comment: Fire Department Connections shall be identified by a sign that states "No Parking, Fire Department Connection" and shall be designed in accordance with Florida Department of Transportation standards for information signage and be maintained with a clearance of 7'/2 feet in front of and to the sides of appliance as per Florida Fire Prevention Code 2004 edition. Please acknowledge intent to comply PRIOR TO CDR. Response: Refer to Civil drawings. • GFB Development Island Estates - City of Clearwater DRC Comments September 7, 2005 Revised September 29, 2005 Page 3 Fri ?I PLANNI;,4? t?r C; 0, R'lGINAL Item 10: Comment: Where underground water mains and hydrants are to be installed, they shall be installed, completed, and in service prior to construction as per NFPA-241. A hard road surface able to support the weight of Fire Apparatus prior to any building construction being started. Please acknowledge: PRIOR TO CDB. Response: Refer to Civil drawings. Item 11: Comment: Fire Alarm System in accordance with NFPA 72 and NFPA 101 shall be installed, acknowledge. PRIOR TO CDB. Response: Fire Alarm System per NFPA 72 and NFPA 101 shall be provided. Item 12: Comment: This building is determined to meet the criteria of a High Rise Building as defined by both the Florida Building Code, 2001 Edition and the Florida Fire Prevention Code, 2004 Edition, therefore the requirements of a High Rise structure must be met. These requirements include, but are not limited to Building Code and Fire Code items such as: Fire Pump and generator if pump is electric; sprinkler system throughout with control valve and water flow device on each floor, Class 1 Standpipe System, Fire Alarm using voice/alarm communication, Central Control Station, firefighter phone system, Emergency Lighting, and Standby Power as per NFPA 70, Pressurized Stairwells, Stairwell marking and Elevator Lobbies. Please acknowledge. PRIOR TO CDB. Response: The measurement from the driveway (lowest level of fire department vehicle access) to the floor of the highest occupied story is less than 75', therefore the building is not a high rise. PLANNING Item 1: Comment: A Flexible Development Application has been submitted for this development proposal. However, the maximum rear setback reduction permissible for attached dwellings under this application is 10 feet and the proposal includes a reduction of the rear (east) setback to zero (0) feet. Therefore, an application for a Comprehensive Infill Redevelopment Project would need to be submitted. Response: Comprehensive Infill Redevelopment Application attached. t 11 GFB Development Island Estates - City of Clearwater DRC Comments September 7, 2005 Revised September 29, 2005 Page 4 DI ? L? u u LL PLANNING 8 OE ? t S`?; CITY OF i,_,. :?..s . i oR;c,tual L Item 2: Comment: The Description of Request(s) included in the submitted application states that the only deviation being requested is an increase to the height from 35 feet to 80 feet. However, based upon a review of the proposed plans, the Description of Request(s) must be revised to include the increase to the height of the parapet wall from 30 inches to 90 inches, a reduction to the front (west) setback from 15 feet to 13 feet (to pavement), a reduction to the rear (east) setback from 20 feet to 17 feet (to pool) and 0 feet (to pool deck), and a reduction to the side (north) setback from 10 feet to 6 feet (to pavement). Please review the above for accuracy and verify by review of the proposed plans that no other deviations from code are required for the development proposal. Response: Application is revised north to 4' setback. Item 3: Comment: Please note that as no specifically identified "site plan" has been provided with the submittal all references to "site plan" are intended to reference the Layout and Erosion Control Plan (sheet 3 of 7), as it most closely resembles a site plan. Response: Noted. Item 4: Comment: The site plan depicts what appear to be a pair of decorative walls on either side of the entry drive aisle. Please provide details for the "walls" with regard to appearance and height. Response: Walls are now indicated in elevation on drawing A204. Item 5: Comment: Pursuant to Community Development Code (CDC) Section 3-1402, the minimum standard parking space shall have a dimension of 9 feet x 19 feet. The support columns for the building encroach into several of the parking spaces, thereby reducing their widths below the required 9 feet. Response: The support columns are revised to allow 9' x 19' clear parking spaces. Item 6: Comment: Consider increasing the depth of the proposed garages from 19 feet to at minimum 20 feet in order to provide a more adequate depth for vehicles. It may be possible to reduce the width of abutting drive aisle from 25 feet to 24 feet to accomplish this. Response: Depth cannot be increased due to the aisle width at each stair being 24' as indicated. GFB Development Island Estates - City of Clearwater DRC Comments September 7, 2005 Revised September 29, 2005 Page 5 • p PLANti'?3r? t•* E J`er{ R'GINAk, Item 7: Comment: The proposed handicap accessible parking spaces do not meet the minimum width of 12 feet as required by the ADA or the Florida Accessibility Code for Building Construction. Response: The handicap spaces have been revised to 12' width. Item 8: Comment: The site plan depicts what appears to be a support column with the access panel between the two (2) proposed handicap accessible parking spaces. No encroachments are permitted upon the access panel. Response: Support column has been deleted. Item 9: Comment: The proposed location of the handicap accessible parking spaces does not allow for a safe accessible route to the lobby/elevators. Please revise. Response: Safe accessible route is provided and defined on drawing A101. Item 10: Comment: Clarify how the bicycle rack is to function when the abutting parking spaces are occupied. Relocate bicycle rack. Response: Two bicycle racks have been relocated. Item 11: Comment: Pursuant to CDC Section 3-1402, the minimum acceptable width for a two-way drive aisle with 90 degree parking shall be 24 feet. The east-west drive aisle for the development has a width of only 22 feet. Please revise. Response: The east west drive aisle is now 24' clear in width. Item 12: Comment: With regard to the southernmost stairwell, there is a dimension depicted on the site plan of 12 feet. Clarify the purpose of this dimension. Response: Refer to civil drawings. Item 13: Comment: Clarify the intent of the area immediately east of and abutting the elevators on the ground floor. Response: Space is designated for recycling containers. Item 14: Comment: Depict the location of the trash chute on the site plan. Response: Trash chute falls within trash room per drawing A101 as labeled. • GFB Development Island Estates - City of Clearwater DRC Comments September 7, 2005 Revised September 29, 2005 Page 6 ire" ? Lc.uJ F 1 I 0 PLANNING & DE' I S°rC CITY QE OR;GINAL Item 15: Comment: Clarify the status of the existing docks. Are they to remain? If so, how is access to the docks proposed to be provided based upon the proposed site plan? Response: Renovation of dock area to be under a separate application. Item 16: Comment: Provide a roof plan for the development proposal. Response: Roof plan provided. Item 17: Comment: How is access to the roof being accommodated? The elevations do not appear to include stair access to the roof or elevator over runs. Clarify the elevations. Response: One stair will provide code required roof access. The elevator overruns are within the parapet shown. Item 18: Comment: Revise the ground floors of the elevations to clarify what areas are building (i.e. walls) and what areas are open. Response: Open areas are now clarified. Item 19: Comment: Clarify what is proposed on the ground beneath the balconies on the upper floors. Response: These areas are defined by the shear wall from above and will be concrete. Item 20: Comment: The development plans depict what appears to be a parking space on the north side of the drive aisle. Is this, in fact, proposed to be a parking space or is this a staging area for trash/recycling collection? Clarify the purpose of the cross-hatching and the "rectangle" located within the space. Response: This is a staging area for a dumpster. Item 21: Comment: The architectural elevations dimension height as being measured from the average finished floor (A.F.F.); however, height is to be measured from Base Flood Elevation (B.F.E.). Response: Height is now indicated from the Base Flood Elevation. p 05 L" 0 W Rp I N A L Page 7 Item 22: Comment: It is recommended that the proposed Black Olive trees are replaced by Live Oak trees. If not all the proposed Black Olive, at least those along Island Way. GFB Development Island Estates -City of Clearwater DRC Comments September 7, 2005 0 0 R 16 Revised September 29, 2005 Response: Refer to Landscape plans. Item 23: Comment: With regard to the landscaping along the north side of the property, how are the sodded areas proposed to be maintained? Consider the use of additional ground covers in lieu of sod (xeriscape). Response: Refer to Landscape plans. Item 24: Comment: Clarify why the proposed sidewalk along Island Way is undulating. Response: Existing sidewalk is undulating. The walk is designed to cross the driveway in the proper relationship to the edge of the travel lane, stop sign and step bar per ADA and MUTCD. Item 25: Comment: Clarify how access is provided to the pool area. Response: Pool access is now labeled on drawing A101. Item 26: Comment: As part of the response to Written Submittal Requirements, clarity of the architecture of the development proposal minimizes adverse visual impacts of the development. It is suggested that the revised response pay particular attention to height. Response: Written Submittal Requirement #6 - the building's architectural design minimizes adverse visual aspects by placement and by massing. The placement of the main building is set back a large distance from the street to lessen the impact and by placing garages in front of the main building it brings down the massing to a human scale. The enhanced height allows more landscaped areas enhancing the project and the neighborhood. Item 27: Comment: The development proposal requires reductions to the rear (east) setback and the side (north) setback; however, no response has been provided to the Flexibility Criteria for side and rear setbacks (ref. Section 2-504 A.I.). Response: The reductions to the east and north setbacks allow the building to be placed on the property resulting in an improved site plan accommodating an efficient traffic flow and parking layout. These reductions do not prevent emergency vehicles from access to these areas and results in an improved design and building appearance. 0 0 GFB Development Island Estates - City of Clearwater DRC Comments September 7, 2005 Revised September 29, 2005 Page 8 G8 cRl' siN A L Item 28: Comment: As part of the response to Flexibility criterion 2-504, A.2.a., clarify how landscaping areas in excess of the minimum required have been provided and/or how an improved landscaping design has been provided. Response: Refer to landscape plans for the enhanced design as a result of the increased height. Item 29: Comment: The development proposal requires a reduction to the front (west) setback, however, no response has been provided to the Flexibility Criteria for the front setback (Ref. Section 2-504 A.61). Response: The reduction to the front setback to allow pavement only does not adversely affect adjacent property values. It is in conformance (if not an improvement) with both properties on each side setbacks, so it is not out of character with the neighborhood. If you have any questions, please do not hesitate to call. Sincerely, BESSOLO DESIGN GROUP, INC Zcul* P.'Vcaao&, AIA Kevin J. Bessolo, AIA President KJ B/d jc Cc: Greg Singleton Frank Salvo Paul Lauber 11:25 am Case Number: FLD2005-070-- 143 ISLAND WAY • Owner(s): Harley P Evans 143 Island Way Clearwater, F133767 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: Gfb Development 4208 W Corona Street Tampa, F133629 TELEPHONE: 813-786-8087, FAX: No Fax, E-MAIL: No Email Location: The 0.91 acre subject property is located on the east side of Island Way, approximately 350' north of Windward Passage. Atlas Page: 267B Zoning District: IEOD, Island Estates Neighborhood Overlay District Request: Flexible Development approval to permit 27 attached dwelling units in the Tourist (T) District with an increase to height from 35 feet to 80 feet (as measured from the base flood elevation to roof deck), an increase to the height of the parapet wall from 30 inches to 90 inches, a reduction to the front (west) setback from 15 feet to 13 feet (to pavement), a reduction to the rear (east) setback from 20 feet to 17 feet (to pool) and 0 feet (to pool deck), and a reduction to the side (north) setback from 10 feet to 6 feet (to pavement), as part of a Comprehensive Infill Redevelopment Project under the provisions of Section 2-803.C. Proposed Use: Attached dwellings Neighborhood Dolphin Cove Condo Association Association(s): Clearwater, F133767 255 Dolphin Point TELEPHONE: 727-442-7880, FAX: Neighborhood Village On Island Estates Association(s): Clearwater, F133767 240 Windward Passage Unit 803 TELEPHONE: 727-461-3861, FAX: Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33761 No Fax, E-MAIL: dlphincovel@netzero.com No Fax, E-MAIL: narctom@msn.com 2544 Frisco Drive TELEPHONE: 727-725-3345, FAX: No Fax, E-MAIL: Djw@gte.net Neighborhood Island Estates Civic Association Association(s): Clearwater, Fl 33767 140 Island Way TELEPHONE: 442-2237, FAX: No Fax, E-MAIL: No Email Presenter: Robert Tefft, Planner III Attendees Included: City Staff: Robert Tefft, Neil Thompson, Scott Rice, Lenny Rickart. Applicant/Rep: Frank Salvo. The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda -Thursday, September 1, 2005 - Page 22 1. Applicant shall0mit complete application to vacate drainage eal vent 2. Fire Hydrant shall be connected to water line so that flow is unrestricted by backflow prevention device. 3. Fire department connection shall be located no further than 40 feet from a fire hydrant. 4. Provide rear standpipe for fire protection of marine facilities. 5. Sheets #6 and #7 will be reviewed when submitted as part of a building permit application; no review/comment will be provided at this time. 6. Show how pool deck and retention pond walls are to be constructed without interference with seawall tie-backs and deadmen. All of the above to be addressed prior to CDB. The following to be addressed prior to building permit: 1. Thrust blocks are not permitted, use mechanical restraints only. Prior to CO: 1. Condo plat shall be recorded with Pinellas County. General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 . 1) In no circumstance will vertical walls on detention ponds be permitted adjacent to the rights-of ways, along the boundaries of adjacent parcels of land, on more than two sides of a detention pond, or any side of a pond serving only as a water quality facility. The side slopes and bottom shall be sodded. (Design Criteria; Storm Drainage, pg. 7) 2) How is the filtration system going to function with high tides reaching El. 2.5 frequently? Fire: Development Review Agenda -Thursday, September 1, 2005 - Page 23 ***PLEASE NO .*** REVIEW AND APPROVAL BY THE AWORITY HAVING JURISDICTION SHALL NOT RELEIVE THE APPLICANT OF THE RESPONSIBILITY OF COMPLIANCE WITH THE FLORIDA FIRE PREVENTION CODE 2004 EDITION. PLEASE INCLUDE FLORIDA FIRE PREVENTION CODE-2004 EDITION IN YOUR SUMMARY OF CODES. 2. An emergency generator is required as a back up source of power for elevators and fire pump. Must be located above BFE. Emergency lighting should also be connected. PRIOR TO CDB 3 . An automatic Class I standpipe system with a Fire Pump is required.Must have a connection for dock coverage. I 00psi at roof is required. Fire Pump to be located above BFE, PRIOR TO CDB. 4. FDC is required, and shall be a minimum of 15' from building and shall have a fire hydrant within 40'. Hydrant shall not be located on same main as Fire Sprinkler and must be on supply side of double detector check valve. This hydrant is in addition to any required for firefighting.PRIOR TO CDB 5 . Show location of fire hydrant for fire fighting use. Must be within 300' of building as hose lays and on same side of street as building. PRIOR TO CDB 6. Ground Floor Plan missing. Is parking OPEN or CLOSED by NFPA 88 A Standards? How is exiting to stairs to public way executed? Remote Exits are required from garage on north and south sides and must have sidewalks leading to public right of way. PRIOR TO CDB 7. Provide Fire Flow Calculations by a FIRE PROTECTION ENGINEER to assure adequate water supply for project. Acknowledge intent PRIOR TO CDB. Calculations due PRIOR TO PERMIT. 8 . Clearances of 7 1/2 feet in front of and to the sides of the fire hydrant, with a 4 foot clearance to the rear of the hydrant are required to be maintained as per NFPA-1. Please acknowledge intent to comply PRIOR TO CDB. 9. Fire Department Connections shall be identified by a sign that states "No Parking, Fire Department Connection" and shall be designed in accordance with Florida Department of Transportation standards for information signage and be maintained with a clearance of 7 1/2 feet in front of and to the sides of appliance as per Florida Fire Prevention Code 2004 edition. Please acknowledge intent to comply PRIOR TO CDB. 10 . Where underground water mains and hydrants are to be installed, they shall be installed, completed, and in service prior to construction as per NFPA-241. A hard road surface able to support the weight of Fire Apparatus prior to any building construction being started. Please acknowledge PRIOR TO CDB. 11 . Fire Alarm System in accordance with NFPA 72 and NFPA 101 shall be installed, acknowledge PRIOR TO CDB 12. This building is determined to meet the criteria of a High Rise Building as defined by both the Florida Building Code, 2001 Edition and the Florida Fire Prevention Code, 2004 Edition, therefore the requirements of a High Rise structure must be met. These requirements include, but are not limited to Building Code and Fire Code items such as: Fire Pump and generator if pump is electric, sprinkler system throughout with control valve and water flow device on each floor, Class I Standpipe System, Fire Alarm using voice/alarm communication, Central Control Station, firefighter phone system, Emergency lighting, and Standby Power as per NFPA 70, Pressurized Stairwells, Stairwell marking and Elevator Lobbies. Please acknowledge PRIOR TO CDB. Harbor Master: No Comments Legal: No Comments Land Resources: I . Provide a "Demo Plan" prior to building permit. Landscaping: No Comments Parks and Recreation: 1 . Open space/recreation impact fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Development Review Agenda -Thursday, September 1, 2005 - Page 24 Stormwater: 1 . Before CDB 1) Water qualilty only ponds are not allowed to have vertical walls. They are required to have 4:1 side slopes. Before Building Permit 1) Please provide roof drain and grading details demonstrating that all site runoff is flowing through treatment pond and not adversly affecting the neighbors. 2) Please comply with environmental comments. Solid Waste: 1 . How will solid waste be handled? Traffic Engineering: 1 , 1. Vertical height clearance for parking garage must be at a minimum of 8' 2" to accommodate H/C van parking including entrance, route, parking space and exit. Please acknowledge. 2. H/C space must be near an accessible entrance i.e. elevator. 3. Provide an accessible path from a building's accessible entrance to a public sidewalk compliant with Florida Accessibility Code for Building Construction Chapter 11, Section 11-4.3.2. 4. Drive aisle under building shown as 22 feet; 24 feet is required. 5. H. C. parking spaces shall be 12 foot wide, not 11.5 feet shown on plan. 6. Columns must not encroach in the required minimum parking space dimensions. 7. Relocate bike rack to avoid damage to parked vehicle and to prevent liaiblity issues. All of the above to be addressed prior to CDB. Planning: General note: Comply with the current Transportation Impact Fee Ordinance and fee schedule. Development Review Agenda -Thursday, September 1, 2005 - Page 25 A Flexible Devel*nt Application has been submitted for this de0opment proposal However, the maximum rear setback reduction permissle for attached dwellings under this application is 10 feet and the proposal includes a reduction of the rear (east) setback to zero (0) feet. Therefore, an application for a Comprehensive Infill Redevelopment Project would need to be submitted. The Description of Request(s) included in the submitted application states that the only deviation being requested is an increase to the height from 35 feet to 80 feet. However, based upon a review of the proposed plans, the Description of Request(s) must be revised to include the increase to the height of the parapet wall from 30 inches to 90 inches, a reduction to the front (west) setback from 15 feet to 13 feet (to pavement), a reduction to the rear (east) setback from 20 feet to 17 feet (to pool) and 0 feet (to pool deck), and a reduction to the side (north) setback from 10 feet to 6 feet (to pavement). Please review the above for accuracy and verify by review of the proposed plans that no other deviations from code are required for the development proposal. 3 . Please note that as no specificly identified "site plan" has been provided with the submittal all references to "site plan" are intended to reference the Layout and Erosion Control Plan (sheet 3 of 7) as it most closely resembles a site plan. 4. The site plan depicts what appear to be a pair of decorative walls on either side of the entry drive aisle. Please provide details for the "walls" with regard to appearance and height. 5. Pursuant to Community Development Code (CDC) Section 3=1402, the minimum standard parking space shall have a dimension of 9 feet x 19 feet. The support columns for the building encroach into several of the parking spaces, thereby reducing their widths below the required 9 feet. 6. Consider increasing the depth of the proposed garages from 19 feet to at minimum 20 feet in order to provide a more adequate depth for vehicles. It may be possible to reduce the width of the abutting drive aisle from 25 feet to 24 feet to accomplish this. 7. The proposed handicap accessible parking spaces do not meet the minimum width of 12 feet as required by the ADA or the Florida Accessibility Code for Building Construction. 8 . The site plan depicts what appears to be a support column with the access panel between the two (2) proposed handicap accessible parking spaces. No encroachments are permitted upon the access panel. 9. The proposed location of the handicap accessible parking spaces does not allow for a safe accessible route to the lobby/elevators. Please revise. 10. Clarify how the bicycle rack is to function when the abutting parking spaces are occupied. Relocate bicycle rack. 11 . Pursuant to CDC Section 3-1402, the minimum acceptable width for a two-way drive aisle with 90 degree parking shall be 24 feet. The east-west drive aisle for the development has a width of only 22 feet. Please revise. 12 . With regard to the southernmost stairwell, there is a dimensions depicted on the site plan of 12 feet - clarify the purpose of this dimension. 13 . Clarify the intent of the area immediately east of and abutting the elevators on the ground floor. 14 . Depict the location of the trash chute on the site plan. 15 . Clarify the status of the existing docks. Are they to remain? If so, how is access to the docks proposed to be provided based upon the proposed site plan? 16. Provide a roof plan for the development proposal. 17 . How is access to the roof being accommodated? The elevations do not appear to include stair access to the roof or elevator over runs. Clarify the elevations. 18 . Revise the ground floors of the elevations to clarify what areas are building (i.e. walls) and what areas are open. 19 . Clarify what is proposed on the ground beneath the balconies on the upper floors. 20 . The development plans depict what appears to be a parking space on the north side of the drive aisle. Is this, in fact, proposed to be a parking space or is this a staging area for trash/recycling collection? Clarify the purpose of the cross-hatching and the "rectangle" located within the space. 21 . The architectural elevations dimension height as being measured from the average finished floor (A.F.F.); however height is to be measured from Base Flood Elevation (B.F.E.). 22. It is recommended that the proposed Black Olive trees are replaced by Live Oak trees. If not all the proposed Black Olive, at least those along Island Way. Development Review Agenda -Thursday, September 1, 2005 - Page 26 23 . With regard to the andscaping along the north side of the property,ow are the sodded areas proposed to be maintained? Consider the use of additional groundcovers in-lieu of sod (xeriscape). 24. Clarify why the proposed sidewalk along Island Way is undulating. 25 . Clarify how access is provided to the pool area. 26. As part of the response to Written Submittal Requirement #6, clarify of the architecture of the development proposal minimizes adverse visual impacts of the development. It is suggested that the revised response pay particular attention to height. 27. The development proposal requires reductions to the rear (east) setback and the side (north) setback; however no response has been provided to the Flexibility Criteria for side and rear setbacks [ref. Section 2-504.A.1.]. 28 . As part of the response to Flexibility criterion 2-504.A.2.a., clarify how landscaping areas in excess of the minimum required have been provided and/or how an improved landscaping design has been provided. 29. The development proposal requires a reduction to the front (west) setback; however no response has been provided to the Flexibility Criteria for the front setback [ref. Section 2-504.A.61.]. Other: No Comments Notes: This application has been deemed insufficient to proceed before the Community Development Board (CDB). Please submit revised plans and application package on or before Noon, September 30, 2005, for review by the DRC on November yr, 2005. 3 Development Review Agenda -Thursday, September 1, 2005 - Page 27 • Aug. 29 2005 08:25AM YOUR LOGO City0fCleaarwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 93271803 Aug.29 08:23AM 02'23 SND 07 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP=FAX (435-7329). 9 CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 TEL: (727) 562-4567 FAx: (727) 562-4865 0 Clearwater FACSIMILE COVER SHEET Date: August 29, 2005 To: Frank Salvo, (727) 327-1803 From: Robert G. Tefft, Planner III Re: FLD2005-07062 / 125-143 Island Way Number of Pages Including Cover Sheet: 7 Comments: Please find attached the DRC conditions associated with your project for the meeting of September 1, 2005. ** Please confirm receipt via e-mail at: robert.tejf amyclearwater.com ** ** Visit the Planning Department online at www invelearwater.com ** 0 0 CITY OF C LEARWAT E R PLANNING DEPARTMENT / POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 -,,AT ER,r1r?. J177- MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW August 8, 2005 Mr. Frank Salvo GFB Development 4208 W. Corona Street Tampa, FL 33629 Re: FLD2005-07062 -143 Island Way - Letter of Completeness Dear Mr. Salvo: The Planning Staff has entered your application into the Department's filing system and assigned the case number FLD2005-07062. 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 September 1, 2005. Should you have any questions, please do not hesitate to contact me at (727) 562-4539 or via e-mail at robert.teffigmyc learwater.com. Sincerely yours Robert G. Tefft, Planner III Planning Department City of Clearwater Tel: (727) 562-4539 Fax: (727) 562-4865 BRIAN J. AUNGSf, MAYOR PRANK HIBBARD, VICE MAYOR Letter of Completenppy` HA!V11'fib2WSIib MY-"'BER_ 143 ISLAND WAY BILL JONSON, COUNCILMEMBER ® CARLEN A. PETERSEN, COUNCIL.MEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACPION EMPLOYER" • CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE' CLEARWATER, FLORIDA 33756 TEL: (727) 562-4567 FAx: (727) 562-4865 • Clearwater U FACSIMILE COVER SHEET Date: To: From: Re: August 8, 2005 Frank Salvo, GFB Development, (727) 327-1803 Robert G. Tefft, Planner III FLD2005-07062 - 143 Island Way Number of Pages Including Cover Sheet: 2 Comments: ** Please confirm receipt via e-mail at: r-obert.tefft(a,mycleanvater.com ** ** Visit the Planning Department online at www.myclearwater.com ** • Aug. 08 2005 04:05PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 93271803 Aug.08 04:05PM 00'45 SND 02 OK TO TURN OFF REQORT, PRESS 'MENU' ##04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL i-100-HELP-FAX (435-7329). 0 E ITY OF C LEARWATER Q?4ti PLANNING DEPARTMENT ?lygTEa,?wO POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW August 4, 2005 Mr. Frank Salvo GFB Development 4208 W Corona Street Tampa, FL 33629 Re: Letter of Incompleteness for FLD2005-07062 -143 Island Way Dear Mr. Salvo: The Planning Staff has entered your application into the Department's filing system and assigned the case number FLD2005-07062. After a preliminary review of the submitted documents, staff has determined that the application is incomplete with the following comments. 1. Section A of the Flexible Development Application is incomplete as the property owner(s) is/are not listed. 08103105 - The revised application does not list the property owner names: Harley/Sharon Evans and Miriam Cebula. Please revise; 2. Pursuant to Section I of the Flexible Development Application, the submitted building elevation drawings are to include proposed colors and materials. 08103105 - The elevation drawings do not identify the proposed colors of the building; 3. Provide 8'/z" x 11" reductions of the revised site plan and landscape plan. 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. Please resubmit by Noon, Tuesday, August 9, 2005. Should you have any questions regarding the above, please do not hesitate to contact me at (727) 562-4539 or via e-mail at robert.tefftamvclearwater.com. Sincerely yours, Robert G. Tefft, Planner III Planning Department City of Clearwater Tel: (727) 562-4539 Fax: (727) 562-4865 BRIAN J. AUNGST, MAYOR FRANK HIBBARD, VICE MAYOR HOYI'HAMILTON, COUNCIIAfEMBER BILL JONSON, COUNCILMEMBER ® CARI.EN A. PEII?RSrN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" 0 • CITY OF CLEARWATER LL PLANNING DEPARTMENT ° Clearwater 100 SOUTH MYRTLE AVENUE _ CLEARWATER, FLORIDA 33756 U TEL: (727) 562-4567 FAx: (727) 562-4865 FACSIMILE COVER SHEET Date: To: From: Re: August 4, 2005 Frank Salvo, GFB Development, (727-327-1803) Robert G. Tefft, Planner III FLD2005-07062 / 143 Island Way Number of Pages Including Cover Sheet: 2 Comments: ** Please confirm receipt via e-mail at: robert.teffiginyeleamater.com ** ** Visit the Planning Department online at www.nzLglearwater.com ** 0 . • Aug. 04 2005 08:26AM YOUR LOGO City0fClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 93271803 Aug.04 08:26AM 00'50 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 (435-7329). • LONG RANGE PLANNING DEVELOPMENT REVIEW July 5, 2005 GFB Development 4208 W Corona Street Tampa, FL 33629 RE: FLD2005-07062 --143 Island Way -- Letter of Incompleteness Dear GFB Development: ORIGINAL The Planning Staff has entered your application into the Department's filing system and assigned the case number FLD2005-07062. After a preliminary review of the submitted documents, staff has determined that the application is incomplete with the following comments: (ap 1. ,Section A of the Flexible Development Application is incomplete as the property owner(s) is/are not listed. r It is noted that with regard to the requested increase in height, responses to the flexibility criteria for the HDR zoning district have been received; however the subject property is located within the Island Estates Neighborhood Conservation Overlay District (IENCOD) and therefore there are additional development standards which must be met. Please provide a response to these standards, which are as follows: Parking: The parking of any type of vehicle, trailer, boat, personal watercraft, recreational vehicle, or any other similar vehicle shall be prohibited on grass or any other landscaped area. Fences: a. Fences shall not exceed six feet in height between any portion of the principal structure and any side lot line. b. All fences between the rear building setback line and the seawall shall be non-opaque (see-through.) Landscaping requirements: Use of gravel, stones, cinders and other 'similar material in any yard shall be prohibited unless included as an integral, but minor, element of a landscaping plan. Outdoor storage: The storage of commercial fishing and crabbing equipment shall be prohibited outdoors on any residential property. /3` Pursuant to Section E of the Flexible Development Application, a stormwater narrative must be submitted with all applications. No stormwater narrative was submitted. Pursuant to Section G of the Flexible Development Application, all required sight triangles are required to be depicted on the site plan. BRIAN J. AUNGST, MAYOR so C ITY OF GLEARWAT E R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 FRANK HIBBARD, VICE MAYOR How HA.MICTON, COUNCIIMEMBER BILL JONSON, COUNCIIMEMBER ® CAREEN A. PFTERSFN, COUNCIL MEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" L-1 ~ ORIGINAL Pursuant to Section G of the Flexible Development Application, a site data table, shall be provided on the site plan. The site data table provided is deficient with regard to the following items: Number of Existing Units; and Number of Required Parking Spaces. Pursuant to Section H of the Flexible Development Application, the landscape plan shall depict sight visibility triangles, and provide dimensions of all required perimeter landscape buffers and landscape islands. 7. Pursuant to Section I of the Flexible Development Application, the submitted building elevation drawings are to include proposed colors and materials. The Flexible Development Application has been signed by Greg Singleton. Greg Singleton is not listed as an owner of an associated property or as an agent for the subject development proposal. The Affidavit to Authorize Agent attached to the Flexible Development Application is incomplete. The affidavit does not authorize anyone to act as agent for the development proposal and further, the affidavit has not been notorized. 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. Please resubmit by Noon, Monday, July 11, 2005. If you have any questions, please do not hesitate to contact me at (727) 562-4539 or at robert.tefftgMclearwater.com. Sincerely yours, Robert G. Tefft Planner III Letter of Incompleteness - FLD2005-07062 - 143 ISLAND WAY ? r ORIGINAL. Jul. 06 2005 08:25AM YOUR LOGO : CityOfClearwater-Plan Dept YOUR FAX NO. : 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 93271803 Jul.06 08:24AM 01'09 SND 03 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). of CITY OF CLEARWATER LL PLANNING DEPARTMENT ° y 100 SOUTH MYRTLE AVENUE Clearwater ~ CLEARWATER, FLORIDA 33756 U TEL: (727) 562-4567 FAX: (727) 562-4865 FACSIMILE COVER SHEET ORIGINAL Date: To: From: Re: July 6, 2005 GFB Development, (727-327-1803) Robert G. Tefft, Planner III 143 Island Way / FLD2005-07062 Number of Pages Including Cover Sheet: 3 Comments: "Please confirm receipt via e-mail at: rrobert.te[ft(a?,myclearivater.com ** ** Visit the Planning Department online at www.nzvclearwater.com ** 07/05/2005 20:58 727327180 SCHERER CITY OF CLEARWA'Z'ER PLANNING DEPARTMENT 100 SOUTH MYWIIE Avmux CLFARWArRRO FLORIDA 337M 'emu.: (7M 562-4567 VAX., (727) S U-4865 49 PAGE 01/01 66 1va r _ a U FAcsimi E COVER SHEET Daft, ___"? ?ul?c 6e-AIS To., G FB Development, (727-327-1803) From: R16 r-t Twf , Planner M Re: 14.1 bland Way/ FI D204S-07062 Numb" of Pgfs Including Cover Meet: 3 c6CrpS`?tC?lt I at: r?rl?srA?leA?fS??Rfl!?'laurwr{rer,Lrg? ss onIIncat K7Vigo N4?t *« _ Td WUSE :80 SOW 90 " I of S51W Z% a L : 'ON Xdd ;daQ up (d t?'+?Mapa t D tD? ? i D : w0dj CDB Meeting Date: Case Number: Agenda Item: January 17, 2006 FLD2005-07062 D. 1. 0 Owners: Miriam L. Cebula and Harlem P. and Sharon R. Evans Applicants/Agents: Frank Salvo and Greg Singleton, GFB Development, LLC. Address: 125 - 143 Island Way CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development request to permit 27 attached dwelling units in the High Density Residential (HDR) District / Island Estates Neighborhood Conservation Overlay District (IENCOD) with: ? An increase to building height from 30 feet to 79 feet (to roof deck) with an additional 90 inches for perimeter parapets (from roof deck); ? A reduction to the front (west) setback from 25 feet to 21 feet (to building) and 12 feet (to pavement), a reduction to the rear (east) setback from 15 feet to zero feet (to pavement), a reduction to the side (north) setback from ten feet to six feet (to building) and three feet (to pavement), and a reduction to the side (south) setback from ten feet to eight feet (to building/pavement) as part of a Residential Infill Project under the provisions of Section 2-504.17; and ? A reduction to the widths of the perimeter landscape areas along the sides (north/south) of the property as a Comprehensive Landscape Program under the provisions of Section 3-1202.G. EXISTING ZONING: High Density Residential (HDR) District / Island Estates Neighborhood Conservation Overlay District (IENCOD). EXISTING LAND USE: Residential High (RH) Category. PROPERTY USE: Current Use: Attached dwellings (14 units). Proposed Use: Attached dwellings (27 units). ADJACENT ZONING / North: High Density Residential (HDR) District / Attached Dwellings. LAND USE: South: High Density Residential (HDR) District / Attached Dwellings. East: Preservation (P) District / Clearwater Harbor. West: Commercial (C) District / Retail Sales and Service. CHARACTER OF THE The immediate vicinity predominantly consists of owner occupied/rented IMMEDIATE VICINITY: attached dwellings with detached dwellings further to the east and nonresidential uses to the west. Community Development Board - January 17, 2006 Case FLD2005-07062 - Page 1 0 • UPDATE: At its meeting of December 20, 2005, the Community Development Board (CDB) continued this Flexible Development request based upon an error in the advertising for said item. The item has subsequently readvertised correctly and the Flexible Development request is now before the Board for action. ANALYSIS: Site Location and Existing Conditions: The 0.91-acre subject property, which is located on the east side of Island Way between Windward Passage and Dory Passage, is zoned High Density Residential (HDR) with an underlying Future Land Use Plan (FLUP) category of Residential High (RH). The subject property is also located within the Island Estates Neighborhood Conservation Overlay District (IENCOD). According to the City's records, the subject property presently consists of two separate developments. The existing development at 125 Island Way is a two-story apartment building consisting of six dwelling units and an eight-space covered parking area as well as a wood dock. The existing development at 143 Island Way is a two-story apartment building consisting of eight dwelling units with back out parking onto Island Way as well as two wood docks. It is noted that the existing docks will be replaced via a separate application; however all other existing on-site improvements (i.e. buildings, pavement, walkways, etc.) will be removed as part of this redevelopment application. The immediate vicinity predominantly consists of owner occupied/rented attached dwellings with detached dwellings further to the east and nonresidential uses to the west across Island Way. Development Proposal: The development proposal consists of the construction of a 79-foot high building (to roof deck) containing 27 attached dwelling units ranging in size from a 2,382 square foot three-bedroom dwelling unit to a 3,296 square foot four-bedroom dwelling unit. The existing back out parking onto Island Way will be eliminated as part of this development proposal and a new five-foot wide concrete sidewalk will be installed adjacent to the property line except where the existing sidewalk is to remain. The development proposal also includes the provision of a swimming pool/spa with associated deck at the southeast side of the property. Lot Width: Pursuant to Section 2-504, there is no minimum required lot width for residential infill projects. It is noted, however, that the standard minimum lot width for development as attached dwellings would be 150 feet, and the width of the subject property is approximately 192 feet. Thus, the development proposal is consistent with the requirements of Section 2-504. Setbacks: Pursuant to Section 2-504, the development standards for residential infill projects are guidelines that may be varied based upon the flexibility criteria specified for residential infill projects. The development standards in Section 2-504 set forth a front setback of 10-25 feet, a side setback of 0-10 feet, and a rear setback of 0-15 feet. As proposed, the building will provide the rear (east) setback of 15 feet set forth by the Code; however lesser setbacks are requested for the front (west) and sides (north/south) of 21 feet, six feet and eight feet, respectively. These reduced setbacks are to accommodate the proposed garage structure, and do not involve the primary building containing the projects dwelling units. - In order to mitigate these lesser building setbacks, the development proposal includes the provision of a six-foot high masonry wall and combination six-foot high masonry wall/metal picket fence as well as landscaping along the north and south property lines and along the western fagade of the garages. Community Development Board -January 17, 2006 Case FLD2005-07062 - Page 2 0 • The development proposal also requests that lesser setbacks are permitted to pavement; specifically a setback of 12 feet at the front (west) to accommodate the refuse staging area, setbacks of three feet and eight feet at the sides (north/south) to accommodate surface parking, and a setback of zero feet at the rear (east) to accommodate the swimming pool deck and a dock walkway connection. The swimming pool deck/dock walkway constitutes only 23.5% of the rear (east) property line, and the deck actually tapers of slightly as it moves westward from the property line. The majority of the rear yard will exist as open/landscape space. As stated previously, the lesser setbacks along the sides (north/south) of the property will be mitigated through the provision of a six-foot high masonry wall and combination six-foot high masonry wall/metal picket fence as well as landscaping. Based upon the above as well as compliance with the flexibility criteria as set forth in Section 2-504; the requested setbacks can be supported. Building Height: Pursuant to Section 2-504, the maximum allowable height for the development of attached dwellings is 30 feet; however this may be increased to a maximum of 130 feet through a Level Two (FLD) development submittal as a residential infill project. The proposed building has a height of 79 feet (to roof deck) with an additional 90 inches (from roof deck) for perimeter parapets. The flexibility criteria for residential infill projects states that flexibility in regard to height shall be justifiable based upon the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The applicant has indicated "the projects' design enhances the community by several factors. The main eight-story structure is setback a considerable distance from the street to lessen the impact. Garages are provided at street level to bring a human scale to the pedestrian traffic along the sidewalk. Side setbacks for the structure have been increased beyond the minimum to lessen the impact on both abutting properties". The proposed redevelopment will be more aesthetically appealing than what presently exists on site and will certainly benefit the immediate vicinity and City in that respect. With specific regard to height, a majority of the buildings in the surrounding area are between two and four stories in height with the existing adjacent building to the north being eight stories in height, which is consistent with the proposed development. Based upon the above, the development proposal is consistent with the flexibility criteria for residential infill.projects as they most closely pertain to increases in building height. The development proposal is also compatible with existing and proposed development in the vicinity; therefore the requested increase to height to 79 feet (to roof deck) with an additional 90 inches (from roof deck) for perimeter parapets can be supported. Off-Street Parking: Pursuant to Section 2-504, residential infill projects shall provide a minimum of one parking space per unit. As such the proposed 27-unit development would require 27 parking spaces. However, the development proposal provides 54 parking spaces, thereby exceeding the requirement of the Code (two per dwelling unit). Solid Waste: The development proposal includes the provision of separate refuse holding and recycling areas within the building. In addition, a refuse staging area will be provided along the north side of the drive aisle at the entrance to the development. Signage: The applicant is not proposing any signage with this development proposal. Any future signage must be designed to match the exterior materials and color of the building. Utilities: All on-site utility facilities (i.e. electric and telecommunication lines) are required to be placed underground as part of the redevelopment of the site. Provisions for the future undergrounding of existing aboveground utility facilities in the public right-of-way must be completed prior to the issuance of the first certificate of occupancy in a manner acceptable to the utility companies and the City. Community Development Board - January 17, 2006 Case FLD2005-07062 - Page 3 • • Landscaping/Tree Protection: Pursuant to Section 3-1202.D, a 10-foot wide landscape buffer is required along the north, south and west property lines. At minimum, the buffer is to consist of one tree every 35 feet and 100 percent shrub coverage. The development proposal provides for the required buffer along the west property line, which in some instances exceeds the minimum 10-foot width; however with regard to the north and south property lines the minimum width can not be accommodated based upon the location of the proposed buildings and surface parking (see above with regard to Building Setbacks). Pursuant to Section 3-1202.G, the landscaping requirements of the Code may be waived or modified as a part of a Level Two approval if the development proposal satisfies certain criteria. The following table outlines those criteria and finds that the development proposal is consistent with those criteria set forth in Section 3-1202.G: Consistent Inconsistent 1. Architectural Theme: X a. The landscaping in a comprehensive landscape program shall be designed as part of the architectural theme of the principal buildings proposed or developed on the parcel proposed for development; or b. The design, character, location and/or materials of the landscape treatment proposed in the comprehensive landscape program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. 2. Lighting: Any lighting proposed as part, of a comprehensive landscape N/A program is automatically controlled so that the lighting is turned off when the business is closed. 3. Community Character: The landscape treatment proposed in the X comprehensive landscape program will enhance the community character of the City of Clearwater. 4. Property Values: The landscape treatment proposed in the comprehensive X landscape program will have a beneficial impact on the value of property in the immediate vicinity of the parcel proposed for development. 5. Special Area or Scenic Corridor Plan: The landscape treatment proposed in X the comprehensive landscape program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. Community Development Board - January 17, 2006 Case FLD2005-07062 - Page 4 Compliance with Standards and Criteria (Sections 2-501.1 and 2-504): The following table depicts the development proposals consistency with the standards and criteria as per Sections 2-501.1 and 2-504: Standard Proposed Consistent Inconsistent Density 30 dwelling units per 27 dwelling units X acre (27 dwelling units) Impervious 0.85 0.65 X Surface Ratio Lot Area N/A 39,484 square feet (0.91 acres) X Lot Width N/A 192 feet X Height 30 - 130 feet 79 feet (to roof deck) X Parking Spaces 1 space per unit 57 spaces (2 spaces per unit) X (27 spaces) Front Setback 10 - 25 feet West: 21 feet (to building) X 12 feet (to pavement) Side Setback 0 - 10 feet North: 6 feet (to building) X 3 feet (to pavement) South: 8 feet (to building) X 8 feet (to pavement) Rear Setback 0 - 15 feet East: 34 feet (to building) X 0 feet (to pavement) Flexibility Criteria (Section 2-504.F): The following table depicts the development proposals compliance with the Flexibility Criteria as set forth in Section 2-504.F: Consistent Inconsistent 1. The development or redevelopment of the parcel proposed for development is X otherwise impractical without deviations from one or more of the following: intensity; other development standards. 2. The development of the parcel proposed for development as a residential infill X project will not materially reduce the fair market value of abutting properties. 3. The uses within the residential infill project are otherwise permitted in the X district. 4. The uses within the residential infill project are compatible with adjacent land X uses. 5. The development of the parcel proposed for development as a residential infill X project will upgrade the immediate vicinity of the parcel proposed for development. 6. The design of the proposed residential infill project creates a form and X function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. 7. Flexibility in regard to lot width, required setbacks, height and off-street X parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. Community Development Board - January 17, 2006 Case FLD2005-07062 - Page 5 • • Additional Development Standards for Multi-Family Areas Zoned RDRAENCOD (Section 2- 1602.H): The following table depicts the development proposals compliance with the Development Standards set forth in Section 2-1602.H: Consistent Inconsistent 1. Parking: The parking of any type of vehicle, trailer, boat, personal watercraft, X recreational vehicle, or any other similar vehicle shall be prohibited on grass or any other landscaped area. 2. Fences: X a. Fences shall not exceed six feet in height between any portion of the principle structure and any side lot line. b. All fences between the rear building setback line and the seawall shall be non-opaque. 3. Landscaping Requirements: Use of gravel, stones, cinders and other similar X material in any yard shall be prohibited unless included as an integral, but minor, element of a landscaping plan. 4. Outdoor Storage: The storage of commercial fishing and crabbing equipment X shall be prohibited outdoors on any residential roperty. General Applicability Standards (Section 3-913.A): The following table depicts the development proposals compliance with the General Applicability Standards as set forth in Section 3-913.A: Consistent Inconsistent 1. The proposed development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use X of adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of X persons residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community character of the X immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adjacent Code Enforcement Analysis: There are no outstanding code enforcement issues associated with this site. SUMMARY AND RECOMMENDATION: The Development Review Committee reviewed the application and supporting materials on September 1, 2005. The Planning Department recommends APPROVAL of the Flexible Development request to permit 27 attached dwelling units in the High Density Residential (HDR) District / Island Estates Neighborhood Conservation Overlay District (IENCOD) with an increase to building height from 30 feet to 79 feet (to roof deck) with an additional 90 inches for perimeter parapets (from roof deck), a reduction to the front (west) setback from 25 feet to 21 feet (to building) and 12 feet (to pavement), a reduction to the rear (east) setback from 15 feet to zero feet (to pavement), a reduction to the side (north) setback from ten feet to six feet (to building) and three feet (to pavement), and a reduction to the side (south) setback from ten feet to eight feet (to building/pavement) as part of a Residential Infill Project under the provisions of Section 2-504.17, and a reduction to the widths of the perimeter landscape areas along the sides (north/south) of the property as a Comprehensive Landscape Program under the provisions of Community Development Board - January 17, 2006 Case FLD2005-07062 - Page 6 • • Section 3-1202.G for the site located at 125 and 143 Island Way, based upon the following Findings of Fact and Conclusions of Law and conditions of approval: Findings of Fact and Conclusions of Law: 1. That the 0.91-acre subject property is located within the High Density Residential (HDR) District and the Residential High (RH) Future Land Use Plan category; 2. That the subject property is located within the Island Estates Neighborhood Conservation Overlay District (IENCOD) and therefore subject to the requirements of Section 2-1602.H; 3. That the subject property is permitted a maximum density of 27 dwelling units (30 du/ac) and maximum building height of 130 feet; 4. That there are no pending Code Enforcement issues with subject property; 5. That the development proposal is consistent with the General Applicability criteria as per Section 3- 913.A; 6. That the development proposal is consistent with the Standards and Criteria as per Sections 2-501.1 and 2-504; and 7. That the development proposal is consistent with the Flexible Development criteria as a residential infill project as per Section 2-504.F. Conditions of Approval: 1. That a completed application for the vacation of the existing ten-foot drainage easement is submitted prior to the issuance of a Development Order; 2. That the site plan is revised to provide a rear standpipe with four inch diameter supply pipeline for fire protection of marine facilities prior to the issuance of a Development Order; 3. That evidence of a filing of Unity of Title with Pinellas County be submitted to and approved by Staff prior to the issuance of any building permits; 4. That any/all required Parks and Recreation fees are paid prior to the issuance of a building permit; 5. That all Fire Department requirements be met, prior to the issuance of any permits; 6. That all Traffic Department requirements be met, prior to the issuance of any permits; 7. That all utility equipment including but not limited to electrical and water meters is screened from view and/or painted to match the building to which they are attached, as applicable, prior to the issuance of a Certificate of Occupancy; 8. That any/all required Transportation Impact Fees are paid prior to the issuance of a Certificate of Occupancy; 9. That a condominium plat be recorded with Pinellas County prior to the issuance of the first Certificate of Occupancy; 10. That boats moored at the docks, lift and/or slips be for the exclusive use by the residents and/or guests of the condominiums and not be permitted to be sub-leased separately from the condominiums; 11. That any/all future signage meets the requirements of Code and be designed to match the exterior materials and color of the building; 12. That all applicable requirements of Chapter 39 of the Building Code be met related to seawall setbacks; 13. That all proposed utilities (from the right-of-way to the proposed building) be placed underground; 14. That the final design and color of the building be consistent with the conceptual elevations submitted to (or as modified by) the CDB, and be approved by Staff, 15. That any/all wireless communication facilities to be installed concurrent with or subsequent to the construction of the subject development are screened from view and/or painted to match the building to which they are attached, as applicable; 16. That a right-of-way permit be secured prior to any work performed in the public right-of-way; Community Development Board - January 17, 2006 Case FLD2005-07062 - Page 7 17. That where walls impede maneuverability or vision, parking spaces shall be revised in order to provide for safe and efficient vehicular movement; 18. That the vertical clearance throughout parking garage is no less than eight feet-two inches (8'-2") in order to accommodate a handicap accessible van; 19. That the first building permit be applied for within one year (by January 17, 2007) of Community Development Board approval; and 20. That the final Certificate of Occupancy be obtained within two years of issuance of the first building permit. Prepared by: Planning Department Staff. Robert Tefft, Planner III ATTACHMENTS: Photographs of Site and Vicinity Location Map Aerial Map Future Land Use Map Zoning Map Existing Surrounding Uses Map Application S.•IPlanning DepartmentlCD BIFLEX (FLD)IPending casesiUp for the next CDBIIsland Way 125-143 Island Estates (HDR) 01-17- 06(RT)Ilsland Way 125-143 - Staff Report 01-17-06.doc Community Development Board - January 17, 2006 Case FLD2005-07062 - Page 8 0 Robert G. Tefft 100 South Myrtle Avenue Clearwater, FL 33756 (727) 562-4539 robert.tefftnmyclearwater.com PROFESSIONAL EXPERIENCE • Planner III City of Clearwater, Clearwater, Florida • Planner II City of Clearwater, Clearwater, Florida • Senior Planner City of Delray Beach, Delray Beach, Florida June 2005 to Present May 2005 to June 2005 October 2003 to May 2005 Performed technical review of and prepared staff reports for land development applications such as, but not limited to: site plans, conditional uses, rezonings, land use amendments, and text amendments. Organized date and its display in order to track information and provide status reports. Make presentations to various City Boards. • Planner City of Delray Beach, Delray Beach, Florida • March 2001 to October 2003 Performed technical review of and prepared staff reports for land development applications such as, but not limited to: site plans, conditional use and text amendments. Organization of data and its display in order to track information and provide status reports. Provided in-depth training to the Assistant Planner position with respect to essential job functions and continuous guidance. • Assistant Planner City of Delray Beach, Delray Beach, Florida October 1999 to March 2001 Performed technical review of and prepared staff reports for site plan development applications. Performed reviews of building permit applications. Provided information on land use applications, ordinances, land development regulations, codes, and related planning programs/services to other professionals and the public. EDUCATION • Bachelor of Arts, Geography (Urban Studies), University of South Florida, 1999 LICENSES & CERTIFICATES • American Planning Association Community Development Board - January 17, 2006 Case FLD2005-07062 - Page 9 r CDB Meeting Date: December 20, 2005 Case Number: FLD2005-07062 Agenda Item: E. 3. Owners: Miriam L. Cebula and Harley P. and Sharon R. Evans Applicant/Agent: Frank Salvo and Greg Singleton, GFB Development, LLC. Address: 125 - 143 Island Way CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval to permit 27 attached dwelling units in the High Density Residential (HDR) District / Island Estates Neighborhood Conservation District (IENCOD) with: ? An increase to building height from 30 feet to 79 feet (to roof deck) with an additional 90 inches for perimeter parapets (from roof deck); and ? A reduction to the front (west) setback from 25 feet to 21 feet (to building) and 12 feet (to pavement), a reduction to the rear (east) setback from 15 feet to zero feet (to pavement), a reduction to the side (north) setback from ten feet to three feet (to pavement), and a reduction to the side (south) setback from ten feet to seven feet (to building) and eight feet (to pavement) as part of a Residential Infill Project under the provisions of Section 2-504.F. EXISTING ZONING: High Density Residential (HDR) District / Island Estates Neighborhood Conservation Overlay District (IENCOD). EXISTING LAND USE: Residential High (RH) Category. PROPERTY USE: Current Use: Attached dwellings (14 units). Proposed Use: Attached dwellings (27 units). ADJACENT ZONING / North: High Density Residential (HDR) District / Attached Dwellings. LAND USE: South: High Density Residential (HDR) District / Attached Dwellings. East: Preservation (P) District / Clearwater Harbor. West: Commercial (C) District / Retail Sales and Service. CHARACTER OF THE The immediate vicinity predominantly consists of owner occupied/rented IMMEDIATE VICINITY: attached dwellings with detached dwellings further to the east and nonresidential uses to the west. Community Development Board - December 20, 2005 Case FLD2005-07062 - Page 1 0 • UPDATE: Due to an advertising error, this case must be continued to the Community Development Board (CDB) meeting to be held on January 17, 2006. Prepared by: Planning Department Staff: mo`t' 74?/-f Robert G. Tefft, Planner III S: (Planning DepartmentIC D BIFLEX (FLD)IPending cases)Up for the next CDBIIsland Way 125-143 Island Estates (T) - 12-20-05(RT)Ilsland Way 125-143 - Staff Report 12-20-05.doc Community Development Board - December 20, 2005 Case FLD2005-07062 - Page 2 Robert G. Tefft 100 South Myrtle Avenue Clearwater, FL 33756 (727) 562-4539 robert.tefft n,myclearwater.com PROFESSIONAL EXPERIENCE • Planner III City of Clearwater, Clearwater, Florida June 2005 to present • Planner H City of Clearwater, Clearwater, Florida • Senior Planner City of Delray Beach, Delray Beach, Florida May 2005 to June 2005 October 2003 to May 2005 Performed technical review of and prepared staff reports for land development applications such as, but not limited to: site plans, conditional uses, rezonings, land use amendments, and text amendments. Organized date and its display in order to track information and provide status reports. Make presentations to various City Boards. • Planner City of Delray Beach, Delray Beach, Florida March 2001 to October 2003 Performed technical review of and prepared staff reports for land development applications such as, but not limited to: site plans, conditional use and text amendments. Organization of data and its display in order to track information and provide status reports. Provided in-depth training to the Assistant Planner position with respect to essential job functions and continuous guidance. • Assistant Planner City of Delray Beach, FL October 1999 to March 2001 Performed technical review of and prepared staff reports for site plan development applications. Performed reviews of building permit applications. Provided information on land use applications, ordinances, land development regulations, codes, and related planning programs/services to other professionals and the public. EDUCATION • Bachelor of Arts, Geography (Urban Studies), University of South Florida, 1999 LICENSES & CERTIFICATES • American Planning Association Community Development Board - December 20, 2005 Case FLD2005-07062 - Page 3 9 O -,--l W N n' Rt` M ?n,.y'1 \ f ? eIe ? U N K-"' M'Irq. ('h.b' vnv? (.: S? I? :+wir£ i Coin - -- -- - - -- ¦ f S) 1 of c 3 n5: -? z 0 f"1 V Z-W O C O QD (:-? L? ? V^) ef _I- D r,- SOUTH ELEVATION Co z it w w 0 Q a- CO) wwW Z ? J U .¦OFp.IO¦.?am r- e.n.cr rw< anus' nur..r w. Sauih Hn.'m I- i LI 1 i I I I (` ! ", iF.) ?J { l EE al EE, to f J I? F .: .1 i (E , - -- i CD [0 V Z Oz ° Y y Y r? 0 Q m m 00 -?- _ 0 - ?7 iT NORTH ELEVATION Q WWp <au W W W Q Z 0 m Q . LL W .J U ?=b?iaitC?i??1ip 1N.M.2IMIIR OJMIAb fMM t( W0 O?UF1 IM. .,SA IMC? I•, d-H A202 co D I I T'j' -? qr.[.C +. 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COM urn fr?iu 0 0 0 0 N 0 0 L" TA CIV'L CONSUBLNT S 29228 HIGHWAY 1 19 9 NORTH 29228 U.S. U.TH CLEARWATER, FLORIDA 33761 (727) 784-3965 TRADCUFFEQLBSONUNE.COM C N RA CONTRA .TOR VOELLER CONSTRUCTION INC 4490 ALTERNATE 19 PALM HARBOR, FLORIDA 34683 (727) 785-9'98 SEANOVOELLERCONSTRUCTION.COM BDG PROJECT NUMBER: ARCHITECT BESSOLO DESIGN GROUP 556 CENTRAL AVENUE ST. PETERSBURG, FLORIDA, 33701 (727) 894-4453 KBESSOLOCBESSOLO.COM CONTACT: GREG SINGLETON CONTACT: SEAN SOMMERFIELO CONTACT: KEVIN BESSOLO CONTACT: TOM RADCLIFFE t- 05018.00 STRUCTURAL N IN R KEM ENGINEERS 556 CENTRAL AVENUE ST. PETERSBURG, FLORIDA, 33701 (727) 894-4668 WCHANGCKEMENGINEERS.COM M HANI -A /P IMBIN . CONS I TANT KEM ENGINEERS 556 CENTRAL AVENUE ST. PETERSBURG, FLORIDA, 33701 (727) 894-4668 GREED CKEMENCINEERS.COM ELECTRICAL 9NS TANT HEM ENGINEERS 556 CENTRAL AVENUE ST. PETERSBURG, FLORIDA, 33701 (727) 894-4668 BK AZMI ERSKI CKEMENCINEERS. COM CONTACT: WARNER W. CHANG, PE CONTACT: BRIAN S. REED CONTACT: BERNARD KAZMIERSKI ABBREVIATIONS GENERAL NOTES A ME NTENT OF ME CONTRACT DOCIDAINR Is TO ALLEN FW THE PERFOMANQ BF NE Waal. 11 AB .1 AN_ BOLT NIT AB04E NO MTD1E4 -OUT ALL ASSEYBUES AND ACCESSORIES REOJIROD FOR THE E%ECUIgN OF THE WON, NWW .1 SFTNIED IN NE PLANS, S1KL BE TIE KIPBAS-1 OF ME CON-TOR . UNLCSS E%PRESY ACT AN CWSTICK CEILING TILE NR p ST- M PLATE TATEO. ALL SYSTTNS AND ECUIPIIENT SNALL BE mIAPLETCD AND AFPROPRATELY C EBABLF. NRIA91 AM dsTALL m AM APPROPRAn ITCAS AJA AL CEWTAL ACCESSORY "I S B iYn H U BOOR No uar AN LL'v AN A1°"i H Y , D OMN'-I NOT SP EOIIm BUT pEWRm 1. 001PIfTE A AND IN- A-., KT E AAwNIuu LB PGANE, 2 No - DEFEC'. In xORNUANSHP W WrBTY OR DO1OO!} IN ANY RE-ENR OF =x APP .ATE LA LABEL NEE TRACT -WIN. wLL SE ACOPTAaE -TC NE AROLTEM F- To C=T W T CUT DEFECTS OR BORDEN— B F G CW 1 T ? ARW ARCH TE C T" WAAL) W EM FOOT/FEET LEFT HAND U N S RlIC ON. WORN C--- TO NE o NE CWRACI SNALL REPLACE ODECNE MFN RE - WI NN TILE nuE REWIRED el AU. M I AYAAQ UNIT LEIT NAM RC.FBSE CLAAAlIKT- K PWA n.ROP.- IA TU W RNAL LULL SE CWSNIIEU As AN ACQ -. OF OT D60w FTMSEO ROTA Y?Av IIATEPA 1 WPwo ME COURSE OF CONSTRUCT, A— 1--S OF CONSTRUCTION ITEMS DENOTED IN EDT/91- SNAD'ous PEW BlD oAU-G n ODD BULIN M YEWANCAL Y rK _AC._ NC CWSRNCTIW WCUYENTS 9MLL EC NCICATEO T° SCALP, IN CW RASTNO WIN ON ME WABINOS FOR ALL RUNS OF LEONAAACAL, S IANLER. PLVYNND, AND EECIRICK WORN; NCLLQNo SITE uRUREI AND CWQALM BCWATWS - NE WAWKS. UPON CCNPIETCN OF NE (O) 6 W A BlOpoG x BELOW BEAN MDG U EWS OCLL vUIOxGMI PRO.ECT ME ARCaTECT WILL INIG- TE CEA-TOR WN REPRWJCaE SET 6 OR D-ENR FOR 'AS-BULT' DOOMENTAMW. MB SET SNAIL BE COx4GjE- YMNm UBULLS' AND QU- TO TIE AR011TECT. BN BIq u0 BETWEEN u0o Y SORRY CPDAK YOWLF O 4. R IS INTEMm NAT T HC CONWACTOR FFNADE A COUNETE JOB AND ANY (MISS 1 IN W WIT-UP ROOF C . W T((CCC) YWx M1. -1 OR N ME CUEANE O NON SHNL NOT BE CONSIRUED AS BOLE NNO TIE COWNACTDR OF SUOI NESWSIBUTIES IAIRAED BY SCOPE 0' WORN EXLEPI Fat I-I CAB CA9NE1 SPFCFICALLY NOTED. CEwAI _ CATE" TBA9X/COH EASE N NW M & ENCUm ANY POWnOV OF NE CONTRACT OOL VENTS I-I TO BE FOR ""'C"' "A""" U QPANrc PUC_ MOT I" CaNMACI NEW-CEAEAE. SUW UNOUW CE- SNALL NOi EXTEND To ME PEAA ACER OF THE TRACT A. SNAL IT -13 ARY OMER PRON9oNS W THE CWNACT ED J C cam[R WARD N? NCL CW JONT N ? d . CL A CI R NR C M"° or TO SCALE a ..-C 11 ME -ATW OF NE -CT RORNN IRON ACTIONS MAT CWm LEAD TO THE lO CLAUS OF LAN BY SIBCWRACTWS EUPPUms OF YATERALa LABOR S RwQ D , , , [OUPUExT OR .1 OMCR IMNIDUK OR -1 SO WTTED U.- 00AERAMO IwWS AND * rz 1 YRT ? REWLATIDNS UNLESS REAmYA91E AND LsnF - CAUQ = sNOwN. NPPROVK FOR YAIFANR SHALL BE CONTINGENT UPON ME CONTR NR 0. CWC « OpLUYN CCN_TE Go ? ? WTSQ OAYETET M S OBT,WND AND FURx9ONC TO ME AND NOECT YANA- BONED RELEASES NON WW INOWWKS CA COLPAIRES CCO1Nbli Ecl(IW) -.ACT. t1V OP" O_.. _`E NATO ;Now c.-TOW O TE9H%N90E FW WECNNC CWN_ DOOM m DELD CONOIMNs UI"ENSWi FOR ACCINACY AND CONRAIN MAT WOAF Is BUADARE AS SN_ BETWE CWST 01 11 SNUCT 0 OPP CFO _ POQmNO INN -,-CoWF THERE ARE N,CQSTWS no-. MESE W IT TIT GAAxK TLL crowDINAT -S .. IN -FIND, To TIE ARCNTECT AM SMALL ME PF I YAPAQAL uE TIS RE?S W +WSEAU, FEW, OB -- A -_ CLA TC. IRO" TIE C Pl AAU UK PUS IC LOERTY AMNATE MOa TECT AND PRCLECT YANADER SETWE PROCEMNO IAN WOO M O.IEST, W REU Im NWN kE PLAS TON oEP "U PLASTIC . . nM EN I A PLYM Q1NL P" P.- 6 nEWTE WORN Ix MJ>]RpARQ INN .1 ANO ALL ANTI- LOCAL StArt, iEOE1A COPES. C" " R C'CU.- i Fp PAT 4A S KCOYNDIDAna$ RACE AND REFERWQ STANDNNpI INCLUDIHO BUT NOT T UNITED iC . .G, SflSRC COOEL N.E.C.. HF.P.A, ASU.G.. U.Y.C.. LATEST .-CE. CDITWS. p4 S pSPO15EA l POUNDS PER SCAARE NCH PONT S. DO NOT SCALE WAWNOS; aNENSWS SNALL GD%TJR. BETALS SNAL OONEN ORAL PLANS AND E TI N psR P 1R•YT K 00 wxW o PCL NNOLOGQ O S, tNIQ SCALE DBMS .- Do- .- IN- SCALE BE,— ARD- SPECFICATIWS SNAL WO N OKR ALL. IF IN 9WS ARE IN WEST, ME CONRACTOR S1AL BBEREOR 9BLE NA OE-NG CL- IRON ME -RCT BDORE CW nNUM WM p OS OT o pYM pO?wN40V0V WOn AO ? WAARY TLE WAVnM1 s W . ° DNS AsBrY AL DISWEPANOES R N,C To CONSTRUCT pOt Ex TS, SPEOFlCAnWS, AND FlF1D CW NOW TO SUBYITTINO DES AND <aMENCM WORN. EA E OFF EAW IPAIN xT ' FETTR(ENQ) REF1E TED Q CONPLETE NINDWAAIWATIC SRaNSILR SYSTEM PER -1 L! APNI MRW01DIAi BUILCM RI Cl [°n ENa E LEV"TI a EHnaQa"ixc PEW n RnaR""0N wIR[_ (M DID) SYMBOLS ECIP EwN EC%PYFNT NEv ELECNIC WATER HEATER O rtIPAx9W RoR WE SORT RINWWT NAM .- OPExrNO SE -' WCAN DETAIL BUBO T E01T IW EXSIER N M A2i0w '?-"L-g1E CT MMBEA RR ATUD N REC N R0°" WNN S FCUNCl;l iRE EE. 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FT 1 5 Fr O } n p }o } 23 OHA }O 00 FT FE 10 o wll ww) oKA w F1 To o f TI NA-M (N.)-No IAUR BUILDING CLASSIFICATION OCCUPANCY: OR x IESXEHTIK o \.4ANCr Qi 5-2 I-- - OPEN PARNNO OMAQ TYPE OF CONSTRUCTIO N:: C 3001 RORDIH (pL(I (1E y mr sNa«uRm. jW? iUD W EE01 A M? OM ¢LiE V ELA PAOkc1m??Li??RPox i I LER } w E p ? ?,W V ? 1 E ALLOWABLE p)V LDING AriE(A PER 2000 FBC TABL SPA003TEC1ED' v SRa"NtBim. - I.OwAftETECTED, -1 9•RNNLERm - A Al - LNUMT PRO POSE ELOON AREA • T -I '=. ANIT / " _E ECTEn, NLLY SPRN"ICIPO - NA ALLOWABLE- 59.000 4. 5 ARE Il'. PRdgSED TROOP A - }N,OS] 4. I STWv IYPF y A / ?] MAXIMUM HEIGHT IN FEET PER 200A FBC TABLE EON: -I PRO = NLLY SPRN"LERED , . AL -DWADUE VNU- NOOK / UALEV D STORES / UNUNITm AREA P W ROPOSED - p]•-p' (T9.O9• N- N N IBI]')/ B STORIES / IMOpe IF TECTEn NLLV SPNxNUERm tf wwO , l .AE AlOWANE p5' HOWT / 5 STORES / ]9,000 IT p. am INT._ - ]NP53 4. I STONY irPF Y • / ALLOWABLE NOWT / • STONES / ]1,000 IF Ps TIED ARa"OSED . OCCUPANT LOAD FACTOR PER FBC TABLE 100!.1: R-} RESDONTK - 200 CAWS IF PER OCNPAIT 5-] SWSTORAM 0- MUp POOL BEIX,- ]0 W2DO DRESS V PER OES 4 PFA CU'AN, NT SWAIN G PDCL WATER SURFACE . SO DROSS IF PEA BCWPANT MAXIMUM TRAVEL DISTANCE PER 2006 FBC TABLE 101&1: alai R-2 OCCUPANCY, PROTECTED, NLLY pRNNURBC DOOR MMBD UST NNC u"A(]OONTiEX EEE] i5B FEE .2)T. ISO FEET ro CORSDOW WQR S-] DCWPANCY, PROTECTED. NLLY SPRNNUERFB A- """'C" - "U"O" W PAM OF RAH! SHAL Nor EXCEED 50 FEET BE__ CWREOR EHAL NOT EXCEED ]O FEET MINIMUM CCO RIDDOR MOTH H A DD NkTING PER 2004 FBC SECTION 101& RCSSTANQ HARM CODES ;004 NCBDA BU IC! CODE 001 NCRDA BU ONK C00( KONANCA 2004 - A BUUCM CONE "U"'. 200. aa'A SALEM - NE / cAS 2004 -DA FIRE PREHNT - }00D RNA 101 LIFE SArLIY CODE MATERIALS IN PLAN 1T? oAA INv .-f INMATE GUISE, 91QT x11YeN REFERENCE BEET .0. JWCnW 80X xt CA N S OW Q NU- :i A? PRECAST C_ ® CONWETE (sTWUCl11RKl LQG wF[ MESH JS'1 Jr nrsii ?v"nW SAMOA MATERIALS IN PLAN ? G.C. 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DESIGN GROUP, INC. a.li'n.?a®aem ? \ \ N OmIMr / \ Y^l wR U) z iwR }O ]0 / \ / w W Z O - / Q U) \ -weal E ? of ? J W UJ UJ e C) U J 1 z _ ____ _ ? i sr. Q < A N ?i w \ / ? ? ? \ ZAN , co / J LL U) 1 ? v.m+ rn I\ /? (D J I I I -------- ROOF eELOW 1 I ------------- 1 U ?a o ? r ^ } ? / PROFESSIONK SE ` - --------- -- -- - oz c:5 I '? I \ 1 OMMT \ !-kM[ -xEGnxeu[NIS C= - -.a m c.,, ? IL m .............. rz .. o; H NORTH a^ II_ae_ ............. . a ` sum EL 9 ROOF PLAN 1 L _ ,•_a• O Al 05 6 L 19 RoPI Ran swwa. ?wrr?a?i•r?r.°?w?.??ii : ry?.?:?.. 'L'`? • A..Ar.ywl.r r.?a w1rrA.A.l.r?a.?Atrrr..rr??•rw. arty tii BAN**" q Ap LMM Ato ANNIN a.l. .rr?.r.l r. a owwr.A¦. ao m tarlglww p A rrr i o u i ? u t w +.w >i "a }YAw¦?gh q 0. rr..rrrW • rra rr...r..t.t...rnt s t i w wr u.ry.w . OR ..ltl.l/yn IN w nlrrlt...r..+. A' " MY.II?MUY' to w .trr•l.r. SNOWAV" IV" 1APA*Mb N6L.wq% W&A r IOM n.?ry fp,1a¦w o.. M w + • i? q ? u.. Aw. yn i4 r w r tAw? 1.tyrrr.rrq.. .nw. rAr r?A.rrra.rrrr. w.. •?L.NI?.Mgr. pia OWI. pWoAl.. IffmartR. row¦r . to o^ OntOW.b .rI.NM.wWh ,La r pr. Alljpdnr? 1dY . A.A¦/ONolm aft. rrr.. Ir.p we& .WMM/r 7016wmw I..' Ar.o¦rr•..r?.w .r• IrM¦IMltn We& MAroAllr trAp m.rwUrrY.w. ro" tYiM.ItM tµ.•r..o? r.y Z F Q a z 0u QQ O N CD o G7 n0 m ? °° 0 CnA st;.re t l • xo? L - RNMLgw-c mW" , = .3 INTERIOR LANDSCAPE CALCULATION .,,.,..., ul., •`I . ?, ?I ?. ???' ?f8 ur?nl I n?lnw ..nls Irra:? Irr.?fr:., ,'?? C='-_. J INTERIOR LANDSCAPE CALCULATION CRAPMC > _=p 4 ?p CA 'V -Cui AHI-Nei ? ? ? l 1 A ? ?, CxISn?INR SIZE ?IqI I ??rr. n elq£P nv,LE 9f? ? ? , ??;? ? I ?? _ . ?tl PE .E .uf( uilLlrv EeSENCNI r l? f%eN I N Is'I5'r I'E <°_Li=; n . - .r ]cl 20V r-JC! ?• i ??rwiCi'to-all t NG ?' I In ___- -?`=-i -.-_. ,_ arlC• ??? r rt c c .rER I j v ,Sp rNl -? IIRB r 1111- _II{I !IF \/) ¢? 0 --ILA-\I' ?I ? Fpppdr??Ql?[?fIISC I- SH[SI No ?- - 1 ? ?_ _X I I ?? I A O i5I i ? I -- -I GENERAL NOTE5.- _- .j st'A aRpOnc SCI rlE 1:1l, .,... ,,.. w a? ?? - L _ / ?.. F . e _ .... ... .._. 5AJ'[J ?.Nd - E IS IINL SIRCVn(Y \ - 5r \ f' 1A S LI n0 S ? I .1 F I - - T _ P - c l ^ LANDSCAPE. LEGEND ... MASSED AND srPPMNC sHm,es \ R e7 TRffS 410 PALMS _ .._ .- , ,.. ... •. ... _ - i RWpSfp? ? '>('v? O O- J r510[ Rao IIYE°RnCY ? I \i - •.• ?. .• - '? ,. »...,...._. ...., cROUVOCOVErtS • O e ` ACCENT TREES ----?a.e .............w_.. .... ,..... .... _... (B),A dl WOe ]R .}0'( O .._........._?....,_..?..., ..... ,. L ?ir.,...... ................. ...... .._,?..... ..._. Y ' Y ..,...._... .Rx ca J TFE - M 11 Nr,. I ... C•ua`+ taEE_ - - ? r ?,.,1 ?.......r,..,. ... ?, ,.. .-.. ... r: ... .., I I ? ..,._..... RIN EL- 3.40 0.1c n[0c KS I 2 4 LL 'NV E. ? 122 c I nlu, uSE M.hl. N(, "? _ _ -- _- _ i I. 2 ] I [sNpp.?C R.E?9 •.N- ?Y? INV N • 16> LANDSCAPE L oelRelM ? _ --. - Ae110pGAP6 ARC:MI ECTO ISLAND WAY CONDOMINIUMS i CLEARWATER BEACH, FLORIDA a,>, L. - - - - - - - -1 -- - -- VMD W JOHNSTON ASSOCIATES I . Cn DEVELOPMENL - - ? - -A W. ...-.. __ _ _.-.-_ ,,,,., ?„ „ 14G1 9eCON0 aTEIEET SUITE B_!.B/, BOTn, FL 0120E •( 1) 0E0? ?I30 ?, -- - --- -- --- -- --- - ? -R.IR(IL, -- - I D T 0 coL-ort A COCA'.0 It. C4"M 0 jhvji ll COO LO IL G LANDSCAPE NOTES _____ _. .__.__._ .. __. _.__. .__._. ", n.nns .?•u ec rt=n[iup ,vnnu" ___ ?einvr a an c" p m n t sa C.n <,n a[nwc . n,t ) [w n Mtt GG n"cco pii0.05o.It pr rc"rpo.C"iuu[[ Lwow pS •np - °c'?K 'IMF x:C ?Oan wSC er 11?xix S B[C [.v[o r'[v on?n a "s Muni "»r• [r + ,ins M wiK, w." L1411111 •[[ ur n?rirs [,cnr.r •:[ SDp S,w[ ptrv: r'wG i•»rnn s[cu"m?un r[W,?•"S,up Lnpvn c(n?ir i[p ?" O KiG", o",p?nc ,,. snn ,"cs n.nn "..r. „?o. ,p ?nsn.x?"c spp. c ?a+ .o c„..np •c.nw .a ?p s pmc t.nps-[ C.11- .,,. »n.c . ",npp,, .n ,0- >[P6 4 ow ° P p5 w :rc '> "G« `w ""' FERTILIZATION - TREES -SHRUBS AND GROUNDCO EERS __. - 11 ryr?'Yls aNfp4p 4'b L.?.! Y ??\;\? r ?, Y_T ? ^y^ ?M f2k?gtyri. moo: 9 yR ?„ ??L?y ?y d .11_;11 Z11 ZZ TREE AND SHRUB SIZING SPECIFICATION MAINTENANCE PROGRAM ^"o c.r[,. .....n .,ys I„c [?c.??acs rc[[?n .n ors".„[c"? x wCCr c"nxlu[?,mi?rNU .n,[a pli r"I BU?[pni?i nii ii [) 11ej . .woo. n arr?rs pcrni.nc „nn?rn.ncr ., . cartu[p acw[ .o n.u-? INVESTIGATE BEFORE YOU EXCAVATE "CALL SUNSHINE STATE ONE-CALL CENTER" _800_43_4 7 7 0 ? r•aain i q C, III -?- III _? ?x?s„ m,n<. _.. ,.M[ wn, xrn s nrs ,•,p nl ' m f ill - I rte, c?",.) a?-rx •xp? W?3[r^`t PALM PLANTING AND STAKING DETAIL PALM SIZING SPECIFICATIONS____ NOTE L ,.i,. r, .., n., r.. - ? ? X 1 TREE PLANTING STAKING, AND PRUNING M- _ SHRUB / GROUNDCOVER PLANTING - ,p s-1 e_IrN i I 1? f' NT ?M?M {e?iWt ?j? ?-?------ -- ----- LANOBCAPC AACMT6B ISLAND WAY CONDOMINIUMS - m`" 0 m a - -? SARAWTARORIDA DAVID W. JOHNSTON ASSOCIATES L-o2 (KB 010,1E-0PMENi 14x1 BECONO STREET BUDS B . BnRnHOTA. FL_a42ae .(941) ?0E=?13a _ _ _ _ _ >.,.. , .._,.... `.fie. ... ??:• ,.» ... ...... .. .........- ... ,..,?.., 14 - 20 ., . Wife, ?l. . .?.?...? .............??...__...?..,, .. .. ?, ?....., ..... ... ,.... ..... ( 9H(£1 NO ', H10.EC1M REVIBIOH9 LA dv* ISLAND WAY CONDOMINIUMS _ Rorvau can n - _ - gp[?p A710NS ANOBCAPi AFMWMCTB SARASOTA, FLOFtlDA DAVID W. JOHNSTON ASSOCIATES x-03 _OFB CEVELOPMEM- OB1ED OGRVM ? ZL26L? 1g91 BECONO 617`RCET 9U(TE B . GAFIAHOTA, FL 3x236 .(941) 3CE-3t39 _ I ' I I II II I II I I. II I I li Ean CA I - r ca r Imv I cw ^a rt'31u[vn tlE I?? .rv ?nx /I Ae?SFH3x I II I 1?" ?>Np tuR? IO ? ____ I I I M ?? `LII / I + I ' 1 IIII 1 6. OpuBtC-LNCEk pEv?Q -I? III ?C[, p[Inll Sr(E 6-? 1 I bRf1cOSCp EIRE I I P04R4000?C 3 II 1. 1I. I ? UTI TV E?IE!Exr '? I ill 11 1 11111 I I (? I II IIII -? I II 6 i ? li ?II I I. I I? I I I d:' -'I ? I ; i '?III? II p Qp??Ep y? AI ?I I...I I f I f6ef 2Tt 31pEv?tk II III: `? b 1 11111 I I I? I I ? ?:• ?? I II I I I? II II I I I I ? l i l i I I I A=. I _. - I I' i I I I- i II i I I I II I WAY CONDOMINIUMS J!loooFd4 E?ELOPAEilf IRRIGATION LEGEND I ATERAL?PIPE SONG REOX"ENTS A, I LON'NK.IJR In Iw u n ,._ ? . • »rcf...lln.; ?w r... .r c? a c7o =:3 1 i31i CD raaecr 4o Re vl elowe__.__.-_ -- IRRIGA110N a.•e r b .tYV rt/'lrrr'CM??v+.+nv,+6C!+ _ -.-_ _-_ PL,ANAMBCAP® AACY#T6Cl'0 ..- oRA?p _ a« - --- DAVID W. JOHNSTON ASSOCIATES Rpl4Wpp - - _ - _ 2L26/.0 Lgpr BECONO HTREET B-M B • BARABOTA. FL -36.<c<ie aee=aiso F 7 IRRIGATION NOTES r0. 'n.v w N. ?Fy?n IJN r,rv! w'wc! clcrw?iw? ?f J ?r? v-YJFL nre.rk +L?.^IY urv ninEO.ri rf? ;r nr,n?[?Y n, tfR z!f'/'w. nrx+n?WGRL« ?5Dar5 [O Jrff„orr.bK?cr+flLi b? srnfwriRb Oa4fDGC OFwAn vCrrrvr iw pr?RERw Fr: rprl Lr r?xfuG ?aE? c n E I-L wanr, nLw ?: ?. r?nrrr n knrt wLx Mree ,ne. `u tnRlr M ff3rrn Hr i vChr.up rY.. ?n `Yprr, L nrnH '.n ?? crrr^uRF. rF ?Ttur siwnrow?e .?.nonapi? ?o -I'LL r? v°`w•ry,°w °r°.rvr"iJ ..m,.o,?..,, w cyb«.eo •1EEV 5 silE n5L LL SLEEK`i ,CJMr L I ZCJL Vfrv. „ELC,Eo 'J. ruivrn?rv nirv n'QE CLEnrv Fnr. 1F11L SEVnRn*lub nLL SLEEVES. `?I.EtvES rp 1Dt C,E ,RErvr,rr, wup •.LtEVF. r0 n^» SEr rpr• a -EVES 3p' beld+-E Eirviy. ER^DF r 4EEK rK - bKKrILI r - wi cl LL nn.Eai r. Rf!' l,a OR,bnuir. nnre RinLrnvp RcC.s I YN C1Cv(f[yJ rrvF a115?pC nasELEnr S v°r !ReROrLAn- E.ua D CF '+wXeEEE KVF•i SLEEVE r+`i /TRENCH DETAIL pay ? 9=,`r,wn.etohe.=`..ae, a .a caW Grier e r ^En.,,-? rz TYPICAL WIRE CONNECTION Hcu,RE .'core rmx+a rx rase ern, sr^nE a+ rmrriLL srpf - _ e?'eL?mr; ,cRa ra a, rc ? ? •nrvil. a. ..e s. i L. `bELi.E rvG nvE 'hE N?S_ffiIE CS Rtcon» TREE BUBBLER rRa,bn, prv „Enp -- --/ \ _?%"/ n OViDE r u:, nLL =LC ribLC W.. r r TYP. POP-UP INSTALLATION- '.i ?????'« ??rK NaY. 1 I nc>/n`K.oevm I e ?,i^ morr. ,..r o ne• a r ro m I .a ee uo rte. rn•rrre I I __.__ vewL..ov «.<w i _ _., nvraa r ..r v ref I I uG+rorv eK. ?o TYPICA DRIP LAYOUT INSTALLATION . ?-pl??l{tl( _- ?xrzv. rm r.+ rr krr,m. rnr . ? ? J?? ? ?- --? tl _:i lu llillu v? li III?II n r jr-??•f, III. II III 111 " •'-II III 'f [?v rRp.3w,e[w ur rro R?-' ?cn cmw° r.i r,uriw =.r.ii xl ?R9 ? •? 0 tan DOUBLE CKECK BACKFLOW PREVENTER__ O CJ A l ?roullnin `F- TYPICAL ANGLE AUTOMATIC VALVE ?.a e a r. BrE oEVaavuErrt n.Afs r?on f? Rp :R p.,re ym -- ----- DETAILS - LANOBCAP¦ ARC CTS SFE ISLAND WAY CONDOMINIUMS °°°°'° - "`??°" SARASOTA. RORIDA - ?. L ? AVID W.JOHNSTON ASSOCIATES LareDEVELMIENT ___ _ f®ID - ?,=v? - ----- L26/ 1115, fl1 9ECON0 BTAEET BU- 8 • BAPA90TA_l. 34 30-=(B41) 300-3150 -05 SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST i h II , I III I I I I I I II II I NOTE. I; 1! II I:1 v..m6 n I + yyI I f/ I RIDNB _ ulo.ar I ARC ? 8269' II LB C.B. N 19268 aSAJ Ww. 1 J I I ` I I I ?`jI/` Q } I I I 111 J Q III ?4. i.r. V) I I? I Y Y I II I r- I II YY YY I L-ll II Y1 Y II II I II I II II III I I II it II II II I I III 11 f ABBREVIATION LEGEND P ` 7 „ rrt # c= Ao t? I ? T ? -, .I ,an Wnl r i. Ear . K "" S' PROPOSED EROSKr CAIIIROL m x st onu s s >: a ,a 2a .a - - PROPOSED GARAGES . n l < ml.xo?(h - scuL IN rEET I . I 3 5 GENERAL NOTES: _ Y9 J a - i9' I I 2 I - I Ii I '; ? ?: mrt rpm. a?tm ox x.av_ ow. hw,M Awrouw,c v6¢r m vmn. „. o.axs - TO Irc A ,... .. .. ., a.< ,ava?m. n u. 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PROPOSm ERa51LX canRaE 19:R on.. sxm 9 s ?naR"w ,. .rn,PO•a+am,r _ n 2s' I 2 I I I oETENnoN ARU 1 2Y I ,. l 61 ? mm.Pr PNN n asx . vw ,m., xoa 21 .BTJ>•AS'E.(P) a M,.(h BENCH ARK NOS: w?n.• w? «. uAV• ,px.i crmcnc PROPOSED GARAGES cu=I.- 6: ,.. r,ax xb SYMBOL m LEGEND 1=1 -E 0 -AL ' ?xl?iuEem` e srrtur 9AVnRE _ f6?_ ISLAND WAY CONDOMINIUM LAYOUT AND EROSION CONTROL PLAN KR. main. w9Ex av Oruwwcs P„..: nnl ,i, e„"' s yam sms ....mxm sxrn LLOVERAS BAUR & S_TEVEN_S_ ?17 Na1?EER3 - 611pv?EloaP9 - PIAKA[RB ? v CONSTRUCTION PLANS 33895 0 &_5 WAIL A ?N-C AFF. Y 9.wn?? Rll?an ,Y ?(M RQT -p AFF• IiIM iLaL11 A rJC-a' AiF. ?y ?1d-C AFF. ?y srmw Haan 5ry 7 _ 1-r A.Fl. V mane Ham {g 8 9 l? ®i SOUTH ELEVATION G xuu 1 .r- da 0 00 Q ? T SU oQ ii LLF.S 12' ALAC RALING SOORm STUCCO ORIGINAL o r^ 17 v / ` 1. W W O W W W 0 W Q m V) W ? J U ?????? ?O???OO? ¦ ¦¦ ¦88oo?¦???¦¦ ¦ ¦¦??¦¦¦?¦¦¦oo SOMMUsimmi BESSOLO DESIGN GROUP, INC. MMM muE ¦ oe wommom ar rE ? • l . Mne"'o.«a as rnn eoee® oom O O O (% O O Q l LLF.S L W WW 8 U fl? A?N-R APJ. Lli.4 W W W a ® ® B 4Y AW11, RAl1NG W ~ ? Q U) L.LQ flLq (D LU l& 0 g Mo aw ® ® ® rIX ROOF M I Ell i I p_ OR IGINAL UE 2 It 2003 I NORTH ELEVATION acwut .r- P xt _ SV?J LJ'N41sia'.1 ISLAND ESTATES CONDOMINIUM 125 / 143 Island Way Clearwater, Florida i z 1 v: 7 CD u z4 aQ as wm 3 U O6 U? W a to Og cq CV O2 I JUNE 29, 2005 BDG PROJECT NUMBER: 05018.00 CLIENT REP GFB DEVELOPMENT, LLC. 2152 14TH CIRCLE NORTH ST. PETERSBURG, FL. 33713 PH# 727-321-8111 CONTACT: FRANK SALVO ARCHITECT BESS040 DESIGN GROUP, INC 556 CENTRAL AVE. ST. PETERSBURG, FL 33701 727.894.4453 CONTACT: KEVIN BESSOLO, AR #12069 STRUCTURAL ENGINEER KEM ENGINEERS, INC. 556 CENTRAL AVE. ST. PETERSBURG, FL 33701 727.894.4668 CONTACT: WARNER CHANG, PE #56823 MECHANICAL & PLUMBING ENGINEER KEM ENGINEERS, INC. 556 CENTRAL AVE. ST. PETERSBURG, FL 33701 727.894.4668 CONTACT: B.S. REED, PE #60228 ELECTRICAL ENGINEER KEM ENGINEERS, INC. 556 CENTRAL AVE. ST. PETERSBURG, FL 33701 727.894.4668 CONTACT: BERNARD KAZMIERSKI, PE 0 0 0 0 0 0 0 0 I I i I i i i General Notes r rrarw ?r fr trw rd a.?.w.rr_?.•,arew??t ?? rar.?? mr., . ??y r?.lr. ? r ?.ilrf .r eDna.fr mar ?_? a ? drpaa.?rf w aM•? rr s?.?r.N.?.ar r a m adr?aA?wa Cdr b? M frwl? rge?1 rrr pd . K b aYw/ ? w wrrr r ib ..?(i•.rr aoawir rd tr fr.1.f r Maew?Y?Sarw ..Wk. tr ? nr. r .dr.r.l sralYn M.Mia •r r.•rt •sYIM r re.a.A a.Aew. fan w yin e.til.?i rte! ..?.t w .trr?ir?,hwfr w a.re y. ?.i .•a+Mdrw. ? a r m. r1 r fwYW ?n?Y e.ta. M w/ .drrd. r ?w.?r?wwnertrd . r w aMd r ?f..nn Mr eM V dr, ? ?_ w a E a er...wi r?++e.gr b r.r. r ?.• rM'is ?•e. a "Nay r r ? c 0 rd a 1w4fr r Yfr r r P.W .ad, do"-wla r rr r rr r r . rar.`.e.a .err. r ar.w rt anr? .e rr ..r..p' r n••d .r. Mn r ufr nse.W ed }U•?rrya?r?? M tr a? rrrf. r/rr ?hw~ M MYb+s~arr? b r T. w .aumtr r r.a,.W. tr f..rn.M? 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Mt •f a>m ................................. .rxq............!P!m.. G001 .............................. Inge. a Generel Inkrrnegpn IY-C °?o"?.. Q Q Q Q Q Q 4 m'-P ? mt recd >a-d' .1i t ?y I - _ _ _ - _ I _ - _ _ _ I I I e± . ;? I i to . -? I _-_-_-_-_-_-_- -_-_-_-_-_-_-_-_ -_-_-i- tmnaWa Ao I 1 I I par `?? a ? . uC _ - _ - _ - _ - _ - _ - _ - -- _ - _ - _ - _ -1_ 4 _ I II I II I ? 1 Aa I I ?t{ti`.ZLrtJ S'E.V?r1ai1V1 ?Y t>T.._...; y..- • w ???57 ?•sSA?A ---------- ) -------------------- ' ' i tN [is] ? DIY f u gtopY ? I. ? I? _........ ... I I DA &W .. k.i Lend ?.?._ -_-_-_-_-_-- t _-_-_-_-I_ _ ?_-_-_-_-_-_-_-_-_ I? I II I I I II ORIGIN' A[__ I FLOOR PLAN - SECOND FLOOR 7 I xAtO t ? _? A B C D E F C H e 1 (n ` W W 1 L O U) _j W W W Z W ?`J\ Q ? I J m ? (n L W C? J c PROFESSIONAL SEAL ........................ !-?CIE!IIwAtEH.HEW WEN 6 .PI10[CI HAA,.. Omt600 tMANE BM .....,. B00 OEGtm !fl .......AJ _ 611¢ 0l-SD-M A102_ L=-,- rNEACALCU! 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W-r F-9 _ a u.Yw na i _? Ao .......... __ r arst emr. I ? I ? SIM i - - - - - - - - - - - - - - - - - - - - - - - - "TM ,N , I u AMC '^^ F- VJ Z U, Wi 0 www ZUJQ J 0 (n co W U 1 MOMSSIONALSEAL h p? C d I 9 6 F tl a I I I ( ---------------r--------I- 1 2 " 200 PLAWN,N ;r ORIGINAL .naeSr.?Mk,,, aeaaao.. ,oiubN en o0 ........................ s? A: NonD A1O4 .................................. Egnm Floor Ran g? 3 s 9 6 !N e7 ju L Jl) L 2 jt'20 P taMf f - . (D G-) WEST ELEVATION awn yr.- WEST ELEVATION GARAGES arxn i EAST ELEVATION GARAGES awn t 0 DARAM DO( Q I- ? U) Z LU w0 wj 0 wQ cn LL w c? J U PROFESSIONAL SEAL 4wnnA?[R.!?o?irtacn, D ................. vROEtI MAC aminoo 0AA Oa-.]D-Oa ................................ r.in Al Nn1FD A203 wmt Eleretbn { ?? 0 0 0 0 0 0 0 0 0 0 ? Q Q Q U RS I .ez r Mow ODD 000i 0®®®®0 11111111111111 1111111 Mill ®®®®d --o 096 m ®® ®®? ®® ®®? Arr ? Jul pill A Mill JIL AWY. GRILL .d-a' ur SCORED ST1000 Raon OPEN lO GAMGE OPEN 7O GA?AGE--\ 20, 205 PLAi JNINrm! & DEM.OPMFNTS V CS C OF C3 CARt EAST ELEVATION ®i a I- ? '/? 7N v/ ` FO f F- L O F- ° w W 0 w Q Q 0 imp Ln U- W U IIIIIIIIIIIIJ ORIGINAL r i 4 oa o Q o oq .Way- -- RCd ?Sld Aff ____ ____ • ttlt RObI _ ? Md ru.r. Wd Asi. a,?t. ImA e SOUTH ELEVATION - ------------------------ O i > ov?JW?w ImW C"«, (!) Z (y ww tau. W w W Z W Q J Q CWW V PIOYESSIWKSEK 0 MIP[<T MII! mWtm YM111N m6 Ot020 ?tl tJ. r••e. Af Yglm A201 0 0 • cr, CD 6 ei NORTH ELEVATION b7 00 O O O 00 O : I o T IUL- 210 2005 PLAN ILINIGY&C Q v l Z 1.1. Q a. U- 0 W W W Z W Q J ? ? CQ Co W C7 J U ............. 4. 0 A202 MvN E- p?p E? X dk 0 0 CD ?F a El El ° CD ? ? ?? io 02W e WEST ELEVATION s.ue K - e WEST ELEVATION GARAGES EAST ELEVATION GARAGES ocvE twnn 0 0 0 0 0 El 0 Ell] 8 Q 1 0 ® co zw 0 < CL LL o W-,W ® > F- zL< - CNQ - U U rnw[ei we « sro aN; , er, eoo. aa?ao e.. . wre a-rm suu: ?v wtm AO L-==-i IR; C d K t v $g x& s. a+ '? rou=rx now .? .ta-7 nrv. 4?- s Y acaT r- CD e EAST ELEVATION v -. n i ?^ a ca. Q ?- 0 W W O CL LL O W W W zWQ ? LL W J U PROiga"SIONAL SgLL ?ro[tt xw: aeou.aa ocn.x er a aeoue ex o•rt: ae-:•-m u.u: •s xorw A204 qur q?ylon 0 0 Q- R- Q? ASTER Q // !! ACACIA ST ID ?? aAY g j : . OAV E3'lANAOE m K.(i P? nnaw. y^N pWW' sT w g ?R P°? ? ?t ?? o POMT O 8 t f o Sr f ? ? ? ? p ave WNOW ARD SAGE J CED ` OR PROJECT L p I SITE all 9 , v HT WATER DR } BAYSIDE GEWWG1A ? y JCXIE Q Location Map Owners: Miriam L. Cebula and Case: FLD2005-07062 Harley P and Sharon R. Evans Site: 125 and 143 Island Way Property Size(Acres) : 0.91 08-29-15-43326-000-0050 PIN: and 08-29-15-43326-000-0040 Atlas Page: 2676 S:\Planning Department\C D B\FLEX (FLD)\Pending cases\Up for the next CDB\Island Way 125-143 - Island Estates (T) - 12-20-05(RT)\Maps\Is1and Way 125-143 - Location Map.doc 0 • L ! U d yl--. 11 320 i o i 1 p t 1 ^? 1 -1 1/ 310 yk.M 31 , 1 ^I `i ?y t 2, 229 1 _1224 1 -J t ' 227 226 j i J j 223 r 1 1 L 222 .M.229 i i -- i r 1 N 217 I t1 1 R1 , I -' r D 215 `- ?- 2 f+, Z 213 ` 1 n 1 t ' 211 ? 209 t 1-? j Q L____- 1 -1 __? t j I 203 I 1 200 201 tr- i_I ly 1 y ? ? yl 150 1 11 i i i , 11 1 1 -1 148 1 1 1 I t 1- 1 1 - ' 146 -' 144 i t---1 125 t ; I YI 1 1 1 y j ?- 1 - t 1 y 142 I 1 1 ' I1-- 1 2 --- 1 1--t I 1 140 ! I 138 I 1 I 1 1---' 1 I , I r'? I 136 1341 I NN NN 1321 1 ,,a 1 _ 116 r 1 119 N , g3pp 1 128 X121 j I __ ------c-J ?_?-------- 14 M. -I I ----I 1 t" t r----l H3--------- 1 0 " j 11112 ?, ---- ? p v /? °? I 1 L I 1 - ti -" 105 r--------------I _, 10 '---/ 100 `I I I I 1 WINDWARD PSGE N N ?? 60 tom` Zoning Map Owners: Miriam L. Cebula and TCase: FLD2005-07 062 Harley P and Sharo n R. Evans Site: 125 and 143 Island Way Property 0.91 Size(Acres): 08-29-15-43326-000-0050 PIN: and 08-29-15-43326-000-0040 Atlas Page: 267B S:\Planning Department\C D B\FLEX (FLD) \Pending cases\Up for the next CDB\Island Way 125-143 - Island Estates (T) - 12-20-05(RT)\Maps\LsIand Way 125-143 - Zoning Map.doc 0 1 _-J / ; •,?; 156 - 1 ; ? 321 ......-0 1 i 1 1 0 1 1 ; d 320 tta(c ?d ? 57 I ` I t k M 2 '('--- - I 1 t - 32j . 310V 3, L 1 56 ach t L------- z 229 9 22" 1 ` llln -- , --, RY P 226 223 159 1 - J O 222 .M. 221 1 6 1 r ?-1 F- 1 l- ? 217 215 DjvflliAg 212 D `""-- -- r-j D 213 1, e 211 ' L 1 1 ;U , 61 5 O 1 29\ , i f i J -------, r--'- i , 209 i I r 1.--- _-? I Retail I 207 205 `- t 62 1 281 1 n Sales & I p; 6 zoo, 1 gP.l'Vice 1 _ -- I 163 ; 27 1 I 1 ? ? 150 1 It I 1 I I 1 I I 148 1 I I 1 1 1 64 1' 1 j .1 I2q 1 Place of _ 146 1 144 I 42 t---I 12r I 1 i 1 1 t ---- 2 , 1 _i ?_ 1 -- orship 1 ; ; t o _ I---' ; 1, 85 ;- I r , ; , 1 25 I J 1 136 1341 21 V ON AON) 13 ----------- I- 118 119 3 I 1281 t 121 j ?6 I JT-24'1 ---^ 114 M. 1 t- L 67t=' j_ 23jj \? , r----l ffe--------- 1 1112 ' 11 ; C, Attached -- I 107 -- / _ I--------- 166 F' , 22 I Sales & Dwellings 105 a lot , > C ? ---- 1 i I -r ' -- ?\ PF?iI?SE 10?N PMV CP. .v...i I m I 1 N 100 I T I 70 I r \ 1 t_ WINDWARD PSGE y A ) N -, 60 N /\ I 311 rn / 5 Existing Surrounding Uses Map Miriam L. Cebula and Owners: Case: FLD2005-07 062 Harley P and Sharon R. Evans Site: 125 and 143 Island Way Property 0.91 Size (Acres) 08-29-15-43326-000-0050 PIN: and 08-29-15-43326-000-0040 Atlas Page: 2676 C? S:\Planning Department\C D B\FLEX (FLD) \Pending cases\Up for the next CDB\Island Way 125-143 - Island Estates (T) - 12-20-05(RT)\Maps\Island Way 125-143 - Existing Uses Map.doc • • i 1 1 'A / ? ? ?? 1 -.j ? i ?- i 1 J? 321 - 0 1% 11 ?j j 1 320 11 ?o I; 1 •? 1 I? 0 1 1 l - 1 --'? - 310 •y 1• Off, 1 1 1 R 231 L---- 229 _? _ 227 I --- 4 y i --, J 5 l GE S 3 pORY p S ' - n4 221 1 ---I r m 219 217 M , W 215 ; Lt- -,212 D 3r j 213 211 r `I 0 I l r 209 t -- - _ - 1 --- ? -------- t - L, 207R ?- WA TER - __ CA 1 - , I 1 205 - - •? 203 200 1 201 1 t 150 ; I ---_ 148 ; I W I 1 ---, 1 S I_ ' l - 1 148 -1 t---1 I j 1 1 1 I j L l t 144 1 125___ r 1 142 1 r 1 1 ---- 2 - 1 5--t J _ 1 140 I 1 L I 1 138 1 ?---' 1 ` j 1 I j I J I j 138 1341 _-_- I ON A. 1321 I ?'--- - ? 1 I r 118 1 119 - CS X121 -- I 1 , / I _____ -- ---J --'" 114 M. ,---- I `----- ----1 0 t1 ------------ - 1 1 ??? i 1112 1 _ I-----'------1 ?? l i^v^? Q ?? 105 1 1 _ 1--? 10 ? I ?'---/ > 07 - - - - - - - - - - - - - - - WINDWARD PSGE N ? RH o. .? / t?- YE r W ? A I? L IN Future Land Use Map Miriam L Cebula and Owners: . Case: FLD2005-07 062 Harley P and Sharon R. Evans Site: 125 and 143 Island Way Property 0.91 Size(Acres): 08-29-15-43326-000-0050 PIN: and 08-29-15-43326-000-0040 Atlas Page: 2676 S:\Planning Department\C D B\FLEX (FLD)\Pending cases\Up for the next CDB\Island Way 125-143 - Island Estates (T) - 12-20-05(RT)\Maps\Island Way 125-143 - Future Land Use Map.doc CJ Looking northeast from Island Way toward adjm property to the north. • 'T Looking northeast from Island Way toward subject property (143 Island Way). 94k Z Looking east from Island Way toward subject property (125 Island Way). w r r 7 Z?1-1 Looking west from subject property across Island Way. I,ex>kine north??est from Wind?aar l Passage toward subject property. 125-143 Island Way - FLD2005-007062 Looking east from Island Way toward subject property (14 Island Way). • k V . o , 17 f ff? :.• S q ? ' y ?? ,•? `r J / .ter to • i::t ' i s ? 10 PLO r 1't'lt?'C?l't'll:L !rL F?l•PA- 111?.1'! •,?ti ?? ' ?'? 4 J„E`9 ? J r Aerial Map Owners: Miriam L. Cebula and Case: Harley P and Sharon R. Evans FLD2005-07062 Site: 125 and 143 Island Way Property Size(Acres): 0.91 08-29-15-43326-000-0050 PIN: and 08-29-15-43326-000-0040 Atlas Page: 2676 S:\Planning Department\C D B\FLEX (FLD)\Pending cases\Up for the next CDB\Island Way 125-143 - Island Estates (T) - 12-20-05(RT)\Maps\Island Way 125-143 - Aerial Map.doc 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 17, 2006, beginning at 1:00 PM, 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'd from 12-20-05) Miriam Cebula and Harley & Sharon Evans are requesting Flexible Development approval to permit 27 attached dwelling units in the High Density Residential (HDR) District / Island Estates Neighborhood Conservation Overlay District (IENCOD) with an increase to ht from 30 ft to 79 ft (to roof deck) with an additional 90 inches for perimeter parapets (from roof deck); a reduction to the front (west) setback from 25 ft to 21 ft (to building) and 12 ft (to pavement), a reduction to the rear (east) setback from 15 ft to zero ft (to pavement), a reduction to the side (north) setback from 10 ft to 6 ft (to building) and 3 ft (to pavement), and a reduction to the side (south) setback from 10 ft to 8 ft (to building/pavement) as part of a Residential Infill Project under the provisions of Sec 2-504.17; and a reduction to the widths of the perimeter landscape areas along the sides (north/south) of the property as a Comprehensive Landscape Program under the provisions of Sec 3-1202.G. (Proposed Use: Attached Dwellings) at 125 & 143 Island Way, Island Estates of Clearwater, Lots 4 & 5. Assigned Planner: Robert G. Tefft, Planner III. FLD2005-07062 2. Church of Scientology Flag Svc Org Inc, and Church of Scientology Religious Trust, are requesting Flexible Development approval for a 54,761 sq ft office with accessory basement dining with an increase to building ht from 30 ft to 77 ft (to roof deck); and a reduction to the parking requirement from 240 to 87 parking spaces (inclusive of the existing 76 room hotel and the proposed 54,761 sq ft office) as part of a Comprehensive Infill Redevelopment Project, under the provisions of Sec 2-903.C. (Proposed Use: Offices) at 400 & 410 Jones St, 410 N Ft. Harrison Ave, and 221 & 301 N. Osceola Ave, Kingston, T.H. Property, Lots 1- 3 & W '/2 VAC Alley Adj on E; Cate's, A.B. & Jennie Sub, Lots 1-7 incl & Vac Alley betw & Bergen's Repl Blk A & Blk B & Vac Alley; Hayden's Estate Revised, Lots 1 & 4 & '/2 Vac Alley adj on W; Jones' Sub of Nicholson's, Blk 2, part of Lots 1 & 2, & less RD R/W on NW. Assigned Planner: Robert G. Tefft, Planner III. FLD2005-08085 3. The Family` Interest Inc. are requesting Flexible Development approval to permit a Problematic Use within the Commercial (C) District under the provisions of Sec 2-704.L. (Proposed Use: Problematic Use) at 2760 Gulf to Bay Blvd, Sec 17-29-16, M&B 24.01. Assigned Planner: Robert G. Tefft, Planner III. FLD2005-09097 4. Miriam Cebula, and Harley & Sharon Evans are requesting Flexible Development approval for a 2,193 sq ft, 10 wet slip commercial dock as an amenity to a 27-unit condominium development, under the provisions of Sec 3-601. (Proposed Use: Attached dwellings) at 125 & 143 Island Way, Island Estates of Clearwater, Lots 4 & 5. Assigned Planner: Robert G. Tefft, Planner III. FLD2005-11106 i,:. • 0 Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Council, with respect to any matter considered at such hearings, will need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Sec 4-206 states that party status shall be granted by the Board in quasi-judicial cases if the person requesting such status 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, and needs to be requested and obtained during the case discussion before the CDB. An oath will be administered swearing in all persons giving testimony in quasi-judicial public hearing cases. If you wish to speak at the meeting, please wait to be recognized, then state and spell your name and provide your address. Persons without party status 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 the case presenter, at 562-4567 to discuss any questions or concerns about the project and/or to better understand the proposal and review the site plan. Michael Delk Planning Director Cynthia E. Goudeau, CMC City Clerk City of Clearwater P.O. Box 4748, Clearwater, FL 33758-4748 NOTE: Applicant or representative must be present at the hearing. A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562-4093 WITH THEIR REQUEST. Ad: 01/02/06 0 Carmen & Michelle Rowland 100 Leeward Island Dr. Clearwater, FL 33767 January 1, 2006 City of Clearwater Planning Department P.O. Box 4748 Clearwater, FL 33758-4748 • RE: 125 & 143 Island Way Various Height & Setback requests 125 & 143 Island Way 10-wet slip Commercial Dock request To Whom It May Concern: Thank you for your letters received Saturday, December 31, 2005. For the first time ever, we, as property owners would like to voice our opposition to ALL of the various requests outlined in the two letters received. The request for an increase in building height is unwelcome because it will add another high density residential building in close proximity to single family residential properties. This is difficult to approve having so many sets of eyes peering "down" upon your house from across the canal. The fewer the better as privacy is a legitimate concern. We also do not feel we need any additional condo units in the Island Estates area-and feel such a high-rise condominium project would be better suited for the beach area - not an area mixed with single family residential. The commercial dock request causes concerns due to the increase in waterway traffic and its attendant noise security intrusion wake and bottom wash - all of which would be most unwelcome and disruptive. Thank you for giving us the opportunity to be able to have a say-so in such matters. We appreciate your efforts. Sincerely, Mi elle & armen Rowlan 100 and 106 Leeward Island EYED i JAN 4 20OR I gU PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER 12/15/05 To: Michael Delk - Planning Director, City of Clearwater Fm: Jim McCleary property owner, 350 Windward Passage ?_' ?nA f V730 Z ?+- - Re: Public Hearing on December 20, 2005 regarding 125 & 143191and"Way Sorry for this Federal Express response to the notice I received on this matter yesterday, 12/14/05, but unfortunately this is the only way I can get my feelings regarding this matter into your hands or those of the case presenter prior to the 2&. I am strongly against any project, including this one, that is near my property and would substantially interfere with the views I presently enjoy. This project, if I understand it correctly, would increase the height permitted on these lots from 30 feet to 79 feet, or over two and one-half times what is permitted by code. It seems ludicrous to me to even consider a variation of that magnitude, essentially resulting in almost a total blockage of view from my home in that direction. I also am not in favor of granting front, side, and rear yard setbacks of the magnitude proposed here. Is the owner really requesting a rear yard setback of zero? Wouldn't that mean that the building would abut the water, as in Venice, Italy? I am a reasonable person and would be generally helpful to others for reasonable requests, but this request seems to me to be completely outside the definition of reasonable. I also believe the impact of essentially no yard space for tenants of this property is environmentally unsound, and would produce an unhealthy lifestyle. Where will they go, anyway? The street? My property? Also what kind of precedent would this create for the rest of the neighborhood? I am sure that the planning department is taking these kinds of concerns into consideration, but for my part and interests I strongly request that this unreasonable request be denied. The codes that apply to this property are designed to provide a particular kind of living style and neighborhood. To permit this proposal would obviate those purposes, and the reasons I and others have purchased homes in this neighborhood. Thank you. You may reach me at 612 226 7890 if you would like to discuss this further. PS: I also request that a copy of staff reports and recommendations on this matter be forwarded to me at 6661 Horseshoe Curve, Chanhassen, MN 55317. 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REVISED: 03/08/99 ZONING ATLAS • 1/4 OF SECTION -7 M 8E-15S-15E 26/o i 0 FLD2005-07062 = 3*. 1233741 ONTARIO INC 51 ISLAND WAY CONDO ASSN INC ABATE, SHELLEY 1614 44TH ST JOSEPH ST 51 ISLAND WAY 240 WINDWARD PSE # 406 TORONTO ON M4Y 2W4 00030 - CLEARWATER FL 33767 - 2262 CLEARWATER FL 33767 - 2247 CANADA ABREU, JOAQUIN AFRIAT, NATHALY ALEXIOU, GEORGE N ABREU, SILVIA ARFIAT, GELMIRES ALEXIOU, SUSAN L 320 ISLAND WAY # 503 320 ISLAND WAY # 6-602 240 WINDWARD PSE # 601 CLEARWATER FL 33767 - 2181 CLEARWATER FL 33767 - 2179 CLEARWATER FL 33767 - 2248 ALLEN, ADDISON E THE ALLEN, MICHAEL AMORATIS, NICHOLAS ALLEN, EVELYN M THE YOSHIDA, EIKO AMORATIS, JOHN 105 ISLAND WAY # 143 301 ISLAND WAY # E 1060 GOFFLE RD CLEARWATER FL 33767 - 2221 CLEARWATER FL 33767 - 2164 HAWTHORNE NJ 07506 - 2020 ANDERSON, VERA G ANGELIKOUSSIS, EMANUEL ANGELIKOUSSIS, LEON THE ANDERSON, ELIZABETH L ANGELIKOUSSIS, LEON 29 N PINE CIR 200 LEEWARD IS 51 ISLAND WAY # 301 BELLEAIR FL 33756 - 1639 CLEARWATER FL 33767 - 2305 CLEARWATER FL 33767 - 2212 ARIPOLI, DOMINICK J ASNER, LANNY PROPERTIES LLC ARIPOLI, EMELENE H ASNER, GWENDOLYN M B B D D ARABIAN LN 105 ISLAND WAY # 123 240 WINDWARD PSE # 903 P1634 ALM HARBOR FL 34685 - 3340 CLEARWATER FL 33767 - 2219 CLEARWATER FL 33767 - 2238 BAIOCCO, THOMAS J BAISLEY, JOHN J BAISLEY, JON J 240 WINDWARD PSE # 803 23 CHANNINGVILLE RD 33 MERRYWOOD DR CLEARWATER FL 33767 - 2238 WAPPINGERS NY 12590 - 2305 WAPPINGERS FALLS NY 12590 - 1205 BAKKER, NICOLAAS BARLAMAS, FRANCIS BARR, THOMAS J 105 ISLAND WAY # 147 BARLAMAS, CONSTANCE 9 RUTGERS DR CLEARWATER FL 33767 - 2221 219 ELM RD DELRAN NJ 08075 - 1609 AMBRIDGE PA 15003 - 2133 BARTH, ROGER C BELL, BARBARA L BERARDI, LUCIANO 51 ISLAND WAY # 1102 BELL, GORDON L BERARDI, PHYLLIS CLEARWATER FL 33767 - 2251 121 ISLAND WAY # 3-323 73 CANTON TER CLEARWATER FL 33767 - 2265 WESTWOOD MA 02090 - 2207 BERGER, MICHAEL A BERLE, RONALD F BHASIN, PAUL G BERGER, ANN BERLE, PEGGY A 320 ISLAND WAY # 306 224 LEEWARD ISL 131 LEEWARD IS CLEARWATER FL 33767 - 2181 CLEARWATER FL 33767 - 2305 CLEARWATER FL 33767 - 2304 BIBERSTINE, TOM Bill Woods and/or Terry Skapik BINDER, IRENE G THE ONZ, LINDA Woods Consulting, Inc. BINDER, RALPH H THE 320 ISLAND WAY # 110 1714 County Road 1, Suite 22 320 ISLAND WAY # 204 CLEARWATER FL 33767 - 2180 Dunedin, FL 34698 CLEARWATER FL 33767 - 2180 BIUNDO, GAETANO • BIUNDO, BARBARA 373 N KESWICK CT ROUND LAKE IL 60073 - 9665 BOTTS, FREDERICK L THE 240 WINDWARD PSE # 702 CLEARWATER FL 33767 - 2248 BLANCO, TONY PO BOX 190540 SAN JUAN PR 00919 - 0540 BOWEN, ROBERT M 51 ISLAND WAY # 1006 CLEARWATER FL 33767 - 2250 BRAKER, BRUCE C BREEN, ROBERT D BRAKER, KATHLEEN D BREEN, MARYE 437 POTOMAC LN 22 WEDGEWOOD DR ELK GROVE VILLAGE IL 60007 - 2763 SARATOGA SPGS NY 12866 - 2820 BUDIN, RICHARD J 201 LEEWARD IS CLEARWATER FL 33767 - 2306 BURNETT, CHARLES BURNETT, GERALDINE 320 ISLAND WAY # 5-509 CLEARWATER FL 33767 - 2179 CARLIVATI, DAVID F 51 ISLAND WAY # 109 CLEARWATER FL 33767 - 2212 CASEY, THOMAS J THE CASEY, VERONICA THE 19362 COFFINBERRY BLVD FAIRVIEW PARK OH 44126 - 1610 CEBULA, MIRIAM L 1480 LEAFMORE PL DECATUR GA 30033 - 2023 CHIGAS, CHARLES G CHIGAS, FLORENCE W 206 LEEWARD IS CLEARWATER FL 33767 - 2305 CHRISOHOIDIS, IFIGENIA 51 ISLAND WAY # 601 CLEARWATER FL 33767 - 2213 CARLIVATI, DAVID 51 ISLAND WAY # 1203 CLEARWATER FL 33767 - 2251 CASS, LAVENIA 51 ISLAND WAY # 604 CLEARWATER FL 33767 - 2215 CHAMBERLAND, RUTH S 320 ISLAND WAY # 606 CLEARWATER FL 33767 - 2181 CHOCHOLA, SANDRA M 51 ISLAND WAY # 701 CLEARWATER FL 33767 - 2214 CHRISTOPHER, JAMES 300 LEEWARD IS CLEARWATER FL 33767 - 2307 • BONFIGLIO, ANTHONY D 320 ISLAND WAY # 501 CLEARWATER FL 33767 - 2181 BRACCO, JOAN V 240 WINDWARD PSG # 1001 CLEARWATER FL 33767 - 2239 BRUNO,ANGELO BRUNO, CYNTHIA 180 CHEROKEE RD HENDERSONVILLE TN 37075 - CALHOUN, JAMES A CALHOUN, PATRICIA 105 ISLAND WAY # 146 CLEARWATER FL 33767 - 2221 CASALE, PETER M CASALE, ROSE 37 ASHFORD DR BOHEMIA NY 11716 - 3960 CASTEN, ROBERT P CASTEN, VIDA L 240 WINDWARD PSE # 203 CLEARWATER FL 33767 - 2256 CHAUNDY, THOMAS M CHAUNDY, SHANNON L 301 ISLAND WAY # H CLEARWATER FL 33767 - 2164 CHOTECHUANG, THONGCHAI F CHOTECHUANG,SOMSRIS 2955 MEADOW OAK DR N CLEARWATER FL 33761 - 3338 CHRISTOPOULOS, JIM CHRISTOPOULOS, ANNE 60 ELVASTON DR TORONTO ON M4A l N4 00030 - CANADA CHRONE, MAURICE CIEZCZAK, CHESTER CLARK, BETTY L CIEZCZAK, MARIA 1541 RAHWAY RD 113 ISLAND WAY # 225 SCOTCH PLAINS NJ 07076 - 2730 320 ISLAND WAY # 201 CLEARWATER FL 33767 - 2222 CLEARWATER FL 33767 - 2180 CLARK, CONRAD C THE • CLARK, ROBERT K LEE-CLARK, BRENDA A THE CLARK, TERESA C 113 ISLAND WAY # 244 320 ISLAND WAY # 603 CLEARWATER FL 33767 - 2223 CLEARWATER FL 33767 - 2181 CLAYTON, SHARON HOOVER, DOROTHY J 113 ISLAND WAY # 232 CLEARWATER FL 33767 - 2222 Clearwater Neighborhoods Coalition Doug Williams 2544 Frisco Drive Clearwater, FL 33761 COFFEY, JOSEPH C 51 ISLAND WAY # 702 CLEARWATER FL 33767 - 2214 COOK, BARBARA S 1507 RED JACKET RD GRAND ISLAND NY 14072 - 2328 COYLE, LORRAINE A 320 ISLAND WAY # 604 CLEARWATER FL 33767 - 2181 D A M CLEARWATER 30 JELLIFF LN SOUTHPORT CT 06890 - 1482 DAVIES, THOMAS C DAVIES, BONNIE E 51 ISLAND WAY # 303 CLEARWATER FL 33767 - 2212 DE LUCO, DANIEL DE LUCO, DENISE 240 WINDWARD PSG # 1201 CLEARWATER FL 33767 - 2249 DEMOS, DIMITRIOS 6601 N OLIPHANT AVE CHICAGO IL 60631 - 1515 COHEE, JOHN J 51 ISLAND WAY # 901 CLEARWATER FL 33767 - 2250 COOPER, J ROBERT III DOTTERER, NINA J 21 CATHERINE ST NEWPORT RI 02840 - 3232 CROCKER, VICTORIA K 50 CLOUGH RD BREWSTER MA 02631 - DALEY, ROBERT C DALEY, LINDA M 2298 BEACONSFIELD AVE MONTREAL PQ H4A 2G8 00030 - CANADA DAVIS, MARK DAVIS, HANNAH M 240 WINDWARD PSG # 1303 CLEARWATER FL 33767 - 2249 DE PACE, JOSEPH A DE PACE, LINDA A 240 WINDWARD PSE # 201 CLEARWATER FL 33767 - 2256 DI DOMIZIO, GIOVANNI P 124 LEEWARD IS CLEARWATER FL 33767 - 2303 CLARRIDGE, SALLY 51 ISLAND WAY # 706 CLEARWATER FL 33767 - 2214 CLEMENT, JAMES M JR 105 ISLAND WAY # 122 CLEARWATER FL 33767 - 2218 COLUCCI, CHRISTINA E 51 ISLAND WAY # 200 CLEARWATER FL 33767 - 2212 COTTINGHAM, CAROLE 320 ISLAND WAY # 106 CLEARWATER FL 33767 - 2180 CUTTER COVE CONDO HMOWNS ASSN 600 BYPASS DR CLEARWATER FL 33764 - 5078 DARGO, DAVID R DARGO, BETTY C 301 ISLAND WAY # A CLEARWATER FL 33767 - 2164 DAY, THOMAS E 240 WINDWARD PSE # 602 CLEARWATER FL 33767 - 2248 DEARBORN, CITY OF DEARBORN HOUSING BUREAU 13615 MICHIGAN AVE DEARBORN MI 48126 - 3545 DI NOBLE, ANTHONY HABOUSH, LISA 659 DAY AVE RIDGEFIELD NJ 07657 - 2720 DICKSON, JACK A DIMITRI, SAM DIOCESE OF ST PETERSBURG DICKSON, JO-BETH DIMITRI, PARASKEVI PO BOX 40200 202 LUMBERTON RD 51 ISLAND WAY # 401 ST PETERSBURG FL 33743 - 0200 HAINSPORT NJ 08036 - 2954 CLEARWATER FL 33767 - 2213 Dolphin Cove Condo Association 255 Dolphin Point Clearwater, FL 33767 DRAKOULIAS, DEMETRA 28 DOWNEY CT HUNTINGTON NY 11743 - 5160 DUKE, ROBERT N JACKSON, MARILYN R 140 ISLAND WAY # 202 CLEARWATER FL 33767 - 2216 EBY, BETTY L 370 KATIEBUD DR CINCINNATI OH 45238 - 5100 EVANS, HARLEY P EVANS, SHARON R 143 ISLAND WAY CLEARWATER FL 33767 - 2267 • DORIZAS, VLADIMIROS DORIZAS, KOULA 18 FOREST ST BELLEVILLE NJ 07109 - 2227 DRAPER, CHARLES L DRAPER, NANCY N 105 ISLAND WAY # 112 CLEARWATER FL 33767 - 2218 DULY, GILDA R EST 323 URBANDALE PARKWAY ROME NY 13440 - 3666 EICHLER, WILMER E 105 ISLAND WAY # 114 CLEARWATER FL 33767 - 2218 EVOE,FREEDAI 51 ISLAND WAY # 904 CLEARWATER FL 33767 - 2250 FAROKHMANESH, MASHALLAH THE FERGUSON, ERMA C FREDRICK, CYNTHIA J THE 51 ISLAND WAY # 1110 1009 GOLDENROD DR CLEARWATER FL 33767 - 2251 IOWA CITY IA 52246 - 8602 FEY, WILLIAM H FEY, L BEVERLY 113 ISLAND WAY # 235 CLEARWATER FL 33767 - 2223 FINN, JAMES FINN, STELLA 2265 CHATHAM RD AKRON OH 44313 - 4313 FITZPATRICK, THOMAS L FITZPATRICK, JUNE H 3523 EASTERN AVE DAVENPORT IA 52807 - 2025 FRAHMANN, CAROL ANN FRAHMANN, MELTON R 105 ISLAND WAY # 125 CLEARWATER FL 33767 - 2219 FLORENCE, CHARLES HEALY, GENEVIEVE 51 ISLAND WAY # 1106 CLEARWATER FL 33767 - 2251 FREITAG, HERBERT FREITAG, LORRAINE 829 NARCISSUS AVE CLEARWATER FL 33767 - 1335 DOUANGBOUPHA, PHAN DOUANGBOUPHA, PAGE K 1213 HILLSIDE RD PASADENA MD 21122 - 2414 DREW, DENNIS DREW, MARGARET PO BOX 779 CLEARWATER FL 33757 - 0779 DURSHORDWE, WILLIAM G 51 ISLAND WAY # 610 CLEARWATER FL 33767 - 2214 ERICKSON, VIVIAN 105 ISLAND WAY # 116 CLEARWATER FL 33767 - 2218 FALCO, ANTONIO F FALCO, LUCY A 27 SUMMER ST QUINCY MA 02169 - 6605 FERRIELL, SUSAN G 301 ISLAND WAY # C CLEARWATER FL 33767 - 2164 FIRST NATL BANK NAPLES 2150 GOODLETTE RD N STE 800 NAPLES FL 34102 - 4812 FORDE, PETER FORDE, KATHLEEN 240 WINDWARD PSG # 1004 CLEARWATER FL 33767 - 2239 FREUND, GERALDINE THE 51 ISLAND WAY # 111 CLEARWATER FL 33767 - 2212 FRITZ, ALBERT C II FRY, ROBERT B FUDENS, GARTH J 320 ISLAND WAY # 304 FRY, DOLORES M FUDENS, LORI CLEARWATER FL 33767 - 2181 240 WINDWARD PSG # 1203 755 SNUG IS CLEARWATER FL 33767 - 2249 CLEARWATER FL 33767 - 1832 FUSCO, CHRISTINA • FRANCO, MARIA 7 COURTLAND CT SOUTH HUNTINGTON NY 11746 - 4309 GARCIA, JOSE M GARCIA, MARGARET 41 1/2 BELMONT ST CARBONDALE PA 18407 - 1639 GERLUFSEN, HOMER 51 ISLAND WAY # 908 CLEARWATER FL 33767 - 2250 GRAF, JOAN E THE 3504 HAYES BAYOU DR RUSKIN FL 33570 - 6154 GREENFIELD, ALAN R GREENFIELD, BARBARA 203 JEFFERSON ST EAST ISLIP NY 11730 - 1317 HANLEY, FRANK A 51 ISLAND WAY # 311 CLEARWATER FL 33767 - 2212 HEAD, THOMAS E THE 121 ISLAND WAY # 311 CLEARWATER FL 33767 - 2224 RESTER, HAL L 105 ISLAND WAY # 136 CLEARWATER FL 33767 - 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2251 MINNEAPOLIS MN 55432 - 4706 OLDSMAR FL 34677 - 2775 SPANGOLO, JOE • SPAULDING, KEITH J SPINDLER, BRIAN C SPANGOLO, SHERI SPAULDING, VALERIE A 51 ISLAND WAY # 300 51 ISLAND WAY # 1207 1055 ST ANDREWS CIR CLEARWATER FL 33767 - 2212 CLEARWATER FL 33767 - 2251 GENEVA IL 60134 - 2996 SPINDLER, BRIAN STEFOS, STAVROS STOCK, RICHARD J 51 ISLAND WAY # 1105 STEFOS, SOPHIA 207 LEEWARD ISL CLEARWATER FL 33767 - 2251 P O BOX 2404 CLEARWATER FL 33767 - 2306 TARPON SPRINGS FL 34688 - 2404 STOUT, C EDWIN STRICKLIN, KIMBALL R STUPANSKY, DOROTHY J FATH, PATRICIA A STRICKLIN, SUZANNE M 320 ISLAND WAY # 605 240 WINDWARD PSG # 1102 5350 BIBURY RD CLEARWATER FL 33767 - 2181 CLEARWATER FL 33767 - 2259 FAIRFIELD OH 45014 - 3642 SULLIVAN, ANDREA SULLIVAN, ROBERT J SWANSON, RICHARD L TRUST 51 ISLAND WAY # 411 SULLIVAN, JEANNE SWANSON, RICHARD L THE CLEARWATER FL 33767 - 2213 105 ISLAND WAY # 138 7499 PEPPER CREEK CLEARWATER FL 33767 - 2220 WEST BLOOMFIELD MI 48322 - 1071 SZENTAL, MARY TAILLON, FRANK TANSKE, LOUIS R 320 ISLAND WAY # 101 TAILLON, JUDY TANSKE, SHARON R CLEARWATER FL 33767 - 2180 75 MICA POINT RD 113 ISLAND WAY # 224 BARRINGTON NH 03825 - 3303 CLEARWATER FL 33767 - 2222 TARTARONE, VINCENZO TELECKI, GREGORY TETZKE, WILLIAM TARTARONE, ANNA TELECKI, CZESLAWA 9215 N PARKSIDE AVE 123 ISLAND WAY # 242 320 ISLAND WAY # 401 DES PLAINES IL 60016 - 5131 CLEARWATER FL 33767 - 2217 CLEARWATER FL 33767 - 2181 TODROW, ALEXANDER TRENDSETTER AQ & DEV INC TRIVEDI, JITENDRA H 240 WINDWARD PSE # 101 1480 BELTREES ST STE 5 TRIVEDI, RITA J CLEARWATER FL 33767 - 2246 DUNEDIN,FL 34698 - 8302 320 ISLAND WAY # 506 CLEARWATER FL 33767 - 2181 TROUT, ROGER L TSETSEKAS, HARRIET TSOLAKIDES, JORDAN A 13000 STAGE COACH RD TSETSEKAS, RIA TSOLAKIDES, KONDYLENIA BUMPASS VA 23024 - 8831 400 ISLAND WAY #1604 4617 176TH ST CLEARWATER FL 33767 - 2131 CNTRY CLB HLS IL 60478 - 4534 TSOLAKIDES, KONDYLENIA TURNER, GEORGE F VALSAMIDES, GEORGE 4617 W 176TH ST TURNER, MADELYNNE D VALSAMIDES, GEORGIA CNTRY CLB HLS IL 60478 - 4534 2020 RAINBOW FARMS DR 4879 WEST BREEZE CIR SAFETY HARBOR FL 34695 - 5226 PALM HARBOR FL 34683 - 1122 VAUGHT, RICHARD M VENTURA, DONNA C VILLAGE ON ISLAND ESTATES VAUGHT, AVIS L 105 ISLAND WAY # 142 COND 51 ISLAND WAY # 1003 CLEARWATER FL 33767 - 2221 251 WINDWARD PSG STE F CLEARWATER FL 33767 - 2250 CLEARWATER FL 33767 - 2260 r Village on Island Estates VITALE, JOSEPH S VUILLIOMENET, PAUL R Tom Baiocci VITALE, PATRICIA A VUILLIOMENET, DIANA L 240 Windward Passage, Unit 803 51 ISLAND WAY # 807 3718 LOCUST CIR W Clearwater, FL 33767 CLEARWATER FL 33767 - 2250 PROSPECT KY 40059 - 9234 WAGNER, LARRY H 240 WINDWARD PSG # 1202 CLEARWATER FL 33767 - 2249 WALSER, DEBRA H WALSER, ROBERT L 240 WINDWARD PSG # 1301 CLEARWATER FL 33767 - 2249 WARNER, JEFFREY S 240 WINDWARD PASSAGE # 901 CLEARWATER FL 33767 - 2238 WARREN, GLENN T WARREN, CAROL 240 WINDWARD PSE # 105 CLEARWATER FL 33767 - 2246 WEISS, ARTHUR I WEISS, DIANNE M 118 LEEWARD ISL CLEARWATER FL 33767 - 2303 WILLIAMS, DANNY PO BOX 1213 NORMANDY BCH NJ 08739 - 1213 WOOD, WILLIAM N WOOD, JANET R 320 ISLAND WAY # 107 CLEARWATER FL 33767 - 2180 WEATHERILT, EILEEN M 51 ISLAND WAY # 309 CLEARWATER FL 33767 - 2212 WEST, JOY G 51 ISLAND WAY # 1007 CLEARWATER FL 33767 - 2250 WILLIARD, JAMES D WILLIARD, BETTY J 105 ISLAND WAY # 141 CLEARWATER FL 33767 - 2220 WOODARD, GARY WOODARD, PATRICIA 121 ISLAND WAY # 334 CLEARWATER FL 33767 - 2225 WEHOFER, ELLEN J THE 100 S WAPELLA AVE MT PROSPECT IL 60056 - 3035 WIERSMA, PETER 51 ISLAND WAY # 1005 CLEARWATER FL 33767 - 2250 WILSON, JASON E WILSON, LENA R 903 GRAND CYPRESS CT CINCINNATI OH 45245 - 3334 YAZBECK, JOSEPH YAZBECK, ELISA T 240 WINDWARD PSE # 801 CLEARWATER FL 33767 - 2238 YIACHOS, CHRISTOS YOUNG, DANIEL A JR YOUNG, SEAN YIACHOS, FOTINI YOUNG, HELEN T 301 ISLAND WAY # F 51 ISLAND WAY # 501 13 E FOXWOOD DR CLEARWATER FL 33767 - 2164 CLEARWATER FL 33767 - 2213 MORRIS PLAINS NJ 07950 - 2636 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, December 20, 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'd from 10-18-05) KP 23 Enterprises Inc, Peter & Kelly L Nascarella, and KP 26 LLC are requesting Flexible Development approval (1) to permit vehicle sales/display and an automobile service station in the Commercial District with reductions to the front (east) setback from 25 ft to 5 ft (to pavement), from 25 ft to 13.7 ft (to existing building) and from 5 ft to zero ft to retain existing signage (to the leading edge of the sign), reductions to the side (south) setback from 10 ft to 5.8 ft (to carport) and from 10 ft to 3.9 ft (to pavement), reductions to the rear (west) setback from 20 ft to 3.5 ft (to pavement and existing building), a reduction to required parking from 55 spaces to 30 spaces, an increase to sign ht from 14 ft to 15 ft (for existing signage), a deviation to allow vehicle sales/display contiguous to residentially-zoned property, a deviation to allow the display of vehicles for sale outdoors and a deviation to allow direct access to a major arterial street, as a Comprehensive Infill Redevelopment Project, under the provisions of Sec 2- 704.C, and reductions to the landscape buffer width along South Missouri Ave from 15 ft to 5 ft (to pavement) and from 15 ft to 13.7 ft (to existing building), a reduction to the landscape buffer width along the south property line from 5 ft to 3.9 ft (to pavement), a reduction to the landscape buffer width along the west property line adjacent to single family dwellings from 12 ft to 5.8 ft (to pavement), a reduction to the landscape buffer width along the west property line adjacent to a nonresidential use from 5 ft to 3.5 ft (to pavement and existing building), a reduction to the foundation landscaping adjacent to buildings from 5 ft to zero ft and a reduction to reduce the interior landscape area from 10 percent to 7.45 percent of the vehicular use area, as a Comprehensive Landscape Program, under the provisions of Sec 3-1202.G; and (2) to permit non-residential off-street parking in the Low Medium Density Residential District, with a deviation to allow landscaping on the inside of a perimeter fence, as a Residential Infill Project, under the provisions of Sec 2-204.E. (Proposed Use: Vehicles display and sales) at 1460, 1470, & 1480 S Missouri Ave, , A H Duncan's Resub Parts of Lots 11-13, and Zephyr Hills Sub Lots 7-10. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2003-08039 2. (Cont'd from 10-18-05) Patrick E & Toni V Hickey are requesting Flexible Development approval to permit a doctor's office in the Office (O) District with a reduction to the minimum lot width of 100 ft to 64.08 ft, a reduction to the front (west) setback from 25 ft to 16 ft (to pavement), reductions to the side (north) setback from 20 ft to 10.7 ft (to existing building), from 20 ft to 1-ft (to pavement) and from 20 ft to 5 ft (to sidewalk) and reductions to the side (south) setback from 20 ft to 7.1 ft (to existing building), from 20 ft to 9.7 ft (to pavement) and from 20 ft to 7.3 ft (to sidewalk), as a Comprehensive Infill Redevelopment Project, under the provisions of Sec 2-1004.13, and reductions to the landscape buffer along the north property line from 12 ft to 10.7 ft (to existing building), from 12 ft to 1-ft (to pavement) and from 12 ft to 5 ft (to sidewalk), reductions to the landscape buffer along the south property line from 12 ft to 7.1 ft (to existing building), from 12 ft to 9.7 ft (to pavement) and from 12 ft to 7.3 ft (to sidewalk) and a reduction to foundation landscaping from 5 ft to zero ft, as a Comprehensive Landscape Program, under the • • provisions of Sec 3-1202.G. (Proposed Use: Doctor's office) at 107 McMullen Booth Rd, Sec 16-29-16, M&B 21.05. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2005- 07077 3. (Cont'd from 10-18-05) Lenny Cristino is requesting Flexible Development approval to permit the expansion of a restaurant with a reduction to lot width from 100 ft to 96 ft, reductions to the front (west) setback from 25 ft to 15 ft (to existing outdoor seating deck), from 25 ft to 22 ft (to canopy), and from 25 ft to 9 ft (to pavement), a reduction to the side (south) setback from 10 ft to 5.8 ft (to existing building), a reduction to the side (north) setback from 10 ft to zero ft (to existing pavement), reductions of the rear (east) setback from 20 ft to 14.3 ft (to building), from 20 ft to 4 ft (to existing pavement) and from 20 ft to zero ft (to dumpster enclosure) and a reduction of parking spaces from 43 spaces to 9 spaces, under the provisions of Sec 2-704.M, and a reduction to the front (west) landscape buffer from 15 ft to 9 ft (along S Ft Harrison Ave), and a reduction to the rear (east) landscape buffer from 5 ft to zero ft (to dumpster enclosure), as part of a Comprehensive Landscape Program under the provisions of Sec 3-1202.G. (Proposed Use: Restaurant) at 1101 S Ft Harrison Ave Magnolia Park Blk 39, Lot 1, parts of Lot 2 & Vac Lotus Path Adj on N. Assigned Planner: Michael H. Reynolds, AICP, Planner III. FLD2005-06053 4. (Cont'd from 11-15-05) Peter Pan Developments LLC (Panayiotis Vasiloudes, Petrit Meroli, Somerset Condominium) are requesting Flexible Development approval to permit 8 attached dwellings in the Medium High Density Residential (MHDR) District with a reduction to the minimum lot area from 15,000 sq ft to 13,087 sq ft, reductions to the minimum lot width from 150 ft to 120 ft along Bay Esplanade and from 150 ft to 110 ft along Somerset St, a reduction to the front (west) setback from 25 ft to 22 ft (to water feature), reductions to the front (south) setback from 25 ft to 11 ft (to building and pavement) and from 25 ft to zero ft (to trash staging area), a reduction to the side (north) setback from 10 ft to 3.1 ft (to pavement), a reduction to the side (east) setback from 10 ft to zero ft (to pool deck), an increase to building ht from 30 ft to 46.83 ft (to roof deck) with an additional 4.17 ft for perimeter parapets (from roof deck) and to permit the building within the visibility triangles, as a Residential Infill Project, under the provisions of Sec 2-404.F, and a reduction to the landscape buffer along Bay Esplanade from 5 ft to 3 ft (for the retention pond planting area), a reduction to the landscape buffer along Somerset St from 10 ft to zero ft (to trash staging area) and a reduction to the landscape buffer along the north property line from 10 ft to 3.1 ft (to pavement), as a Comprehensive Landscape Plan, under the provisions of Sec 3-1202.G. [Proposed Use: Attached dwellings (8 condominiums)] at 693- 699 Bay Esplanade, Mandalay Unit No. 5 Replat, Blk 76 & unplatted Blk 76. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2005-08090 5. Clearwater Townhomes Inc (Roland Rogers) are requesting (1) Flexible Development approval to permit the addition of a pool to a previously approved attached dwelling project (FLD2002-11042, approved January 21, 2003) in the Tourist District with a reduction to the rear (east) setback from 20 ft to zero ft (to pool deck), as a Comprehensive Infill Redevelopment Project, under the provisions of Sec 2-803.C; and (2) Preliminary Plat approval revising the previously recorded plat to provide for the proposed pool (PLT2005-00026). (Proposed Use: Addition of pool to townhomes) at 161 Brightwater Dr, Island Townhomes, Lots 1-10. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2005-09095/PLT2005-00026 6. Carlouel Yacht Corp. is requesting Flexible Development approval for the expansion of an existing commercial dock (10' x 107' floating dock addition to an existing 10' x 250' floating dock for transient vessel mooring), with a reduction in side (north) setback from 226.13 ft to 3.3 ft, under the provisions of Sec 3-601. (Proposed Use: Expansion of an existing commercial dock) • • at 1091 Eldorado Ave, Mandalay Replat Blk 171, Lots 6-11 & part of Lots 4 & 5. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2005-09094 7. Miriam L Cebula, & Harley P and Sharon R Evans (GFB Development, LLC) are requesting Flexible Development approval to permit 27 attached dwelling units in the High Density Residential (HDR) District with an increase to ht from 30 ft to 79 ft (to roof deck) with an increase to the ht of the parapet from 30 inches to 90 inches (from roof deck), a reduction to the front (west) setback from 25 ft to 21 ft (to building) and 12 ft (to pavement), a reduction to the rear (east) setback from 15 ft to zero ft (to pavement), a reduction to the side (north) setback from 10 ft to 3 ft (to pavement), and a reduction to the side (south) setback from 10 ft to 7 ft (to building) and 8 ft (to pavement) as part of a Residential Infill Project under the provisions of Sec 2-504.F. (Proposed Use: Attached Dwellings) at 125 & 143 Island Way, Island Estates of Clearwater, Lots 4 &.5. Assigned Planner: Robert G. Tefft, Planner III. FLD2005-07062 8. Georgia Street Properties LLC, 302-308 N Osceola Properties LLC, Belvedere Land Trust, Church of Scientology Flag Svc Ore Inc, Osceola-Jones Properties LLC, & Triangle S A Land LLC (Triangle Old Bay Holdings, LLC, Triangle Development Company LLC) are requesting Flexible Development approval to permit a mixed-use development (324 attached dwelling units and 26,124 sq ft of non-residential floor area), an increase in the permitted ht from 30 ft to 169 ft (to roof deck) with an additional 28 ft for architectural embellishments (from roof deck) for that portion of the development on the west side of N Osceola Ave, an additional 21 ft (from roof deck) for architectural embellishments for that portion of the development on the east side of N Osceola Ave as a Comprehensive Infill Redevelopment Project, under the provisions of Sec 2-903.C. (Proposed Use: Mixed-use) at 302, 303, 304, 308 and 309 North Osceola Ave: 410 Jones St, and 410 N Ft Harrison Ave, A. B. & Jennie Cate's Sub Lots 1-7 & Vac Alley Betw & Bergen's Repl Blk A-B & Vac Alley, Lots 8-11 & Subm Land, Sec 09-29-15, M&B 43- 03, Sec 09-29-15, M&B 43.04, Sec 09-29-15, M&B 43-05, Sec 09-29-15, M&B 43-06, Clovis C Lutz Sub Tract A-B, Subm Land, & 10 Ft Strip of Land Adj N of Tract A, Belvedere Apts Co-op Apt 2 A, Jones' Sub of Nicholson's Blk 2, part of Lots 1-2. Assigned Planner: Robert G. Tefft, Planner III. FLD2005-09098 9. Flamingo Bay of Clearwater, LLC is requesting (1) Flexible Development approval to permit 27 attached dwellings in the Tourist District with reductions to the front (south) setback from 15 ft to 2.27 ft (to sidewalk) and from 15 ft to zero ft (to trash staging area), reductions to the rear (north) setback from 20 ft to 18 ft (to building) and from 20 ft to zero ft (to pool deck and boardwalk), an increase to building ht from 35 ft to 45.67 ft (to roof deck) with an additional 5.5 ft for parapets (from roof deck) and with an additional 16 ft for a roof top pavilion (from roof deck), as part of a Comprehensive Infill Redevelopment Project, under the provisions of Sec 2- 803.C (retaining 5 existing boat docks for sole use by the property owners); and (2) the Transfer of Development Rights for 2 units from 28 Idlewild St and 2 units from 321 Coronado Dr, under the provisions of Sec 4-1403 (TDR2005-09027). [Proposed Use: Attached dwellings (27 condominiums)] at 170, 174, 180, & 188 Brightwater Dr, Bayside Sub No.2, Lots 36-40. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2005-09101/TDR2005-09027 10. LaBella Vista of Clearwater, LLC is requesting (1) Flexible Development approval to permit 18 attached dwellings in the Tourist District with reductions to the front (north) setback from 15 ft to 10.8 ft (to building) and from 15 ft to zero ft (to sidewalk and dumpster staging area), a reduction to the side (east) setback from 10 ft to 7 ft (to pavement and wall), reductions to the side (west) setback from 10 ft to 8.8 ft (to building) and from 10 ft to 7 ft (to pavement and wall), reductions to the rear (south) setback from 20 ft to 18 ft (to building) and from 20 ft to zero ft (to pool deck and boardwalk) and increases to building ht from 35 ft to 45.67 (to roof deck) with an additional 5.5 ft for parapets (from roof deck) and with an additional 14.25 ft for a roof top pavilion (from roof deck), as part of a Comprehensive Infill Redevelopment Project, under the provisions of Sec 2-803.C (retaining three existing boat docks for sole use by the property owners); and (2) the Transfer of Development Rights for 3 units from 200 Brightwater Dr, under the provisions of Sec 4-1403 (TDR2005-09026). (Proposed Use: Attached dwellings [18 condominiums]) at 193, 199, & 201 Brightwater Dr, Bayside Sub No. 2, Lots 24 & 25, and part of Lots 23 & 26. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2005- 09102/TDR2005-09026 11. Shaul & Meir Lew Partnership (C/O L&L Wings Inc.) are requesting a Flexible Development approval (FLS2003-09046) for redevelopment of an existing retail sales establishment and includes a reduction to front (south along Marianne St) setback from 25 ft to 10.75 ft (to building) and a reduction to front (south along Marianne St) setback from 25 ft to zero ft (to pavement), per Sec 2-803.K. (Proposed Use: Remodel of existing Retail Sales Store) at 400 Poinsettia Ave, Barbour-Morrow Sub, Blk A, Lots 29-33 Incl. Assigned Planner: John Schodtler, Planner I. FLD2005-09096 12. Parkdale, LLC (Maria Nikolova & Belleair Harbor, LLC) are requesting a Flexible Development approval to construct a 2 unit attached dwelling building in the Tourist Marina Residential District and includes a minimum lot area reduction from 10,000 sq ft to 8,171 sq ft, a minimum lot width reduction from 100 ft to 60 ft, the rear, waterfront (east) setback from 20 ft to zero ft (to pool deck), and the rear, waterfront (east) setback from 20 ft to 10 ft (to pool), as a Comprehensive Infill Project under the provisions of Sec 2-8.03.C. (Proposed Use: A 2 unit attached dwelling) at 475 East Shore Dr, Clearwater Beach Park, ls` Add Replat, Blk C, Lot 5 & Submerged Land E to Channel. Assigned Planner: John Schodder, Planner I. FLD2005-10105 13. Magnolia Park Realty & BKB Properties Inc. are requesting a (1) Flexible Development to permit a Mixed Use of offices (5,250 square feet) and nine attached dwellings in the Commercial and Office Districts with a reduction to the minimum lot width in the Commercial District from 100 feet to 79.5 feet, a reduction to the front (west) setback in the Commercial District from 25 feet to 10 feet (to building), reductions to the front (south) setback in the Office District from 35 feet to 8.18 feet (to building) and from 35 feet to 16.34 feet (to pavement), a reduction to the side (north) setback in the Commercial District from 10 feet to zero feet (to pavement), a reduction to the side (north) setback in the Office District from 20 feet to 8.02 feet (to building), reductions to the side (south) setback in the Commercial District from 10 feet to seven feet (to building), from 10 feet to four feet (to pavement) and from 10 feet to three feet (to sidewalk), a reduction to the side (south) setback in the Office District from 20 feet to zero feet (to pavement), a reduction to the side (west) in the Office District from 20 feet to one foot (to pavement), reductions to the side (east) setback in the Office District from 20 feet to 7.3 feet (to building), from 20 feet to 5.4 feet (to pavement) and from 20 feet to 4.2 feet (to sidewalk), an increase to building height for offices in the Commercial District from 25 feet to 31 feet (to flat roof), an increase to building height for townhomes in the Office District from 30 feet to 37.5 feet (to midpoint of roof) and to permit buildings within the visibility triangles, as a Comprehensive Infill Redevelopment Project, under the provisions of Sections 2-704.17 and 2-1004.D, and a reduction to the landscape buffer along the west property line along South Ft. Harrison Avenue from 15 feet to 10 feet (to building), a reduction to the landscape buffer along the south property line along Magnolia Drive from 10 feet to 8.18 feet (to building), a reduction to the landscape buffer along the north property line in the Commercial District from five feet to zero feet (to pavement), a reduction to the landscape buffer along the north property line in the Office District from 10 feet to 8.02 feet (to building), a reduction to the landscape buffer along the south property line in the Commercial and Office Districts from five feet to zero feet (to pavement), a reduction to the landscape buffer along the west property line in the Office District from 10 feet to one foot (to pavement) and reductions to the landscape buffer along the east property line in the Office District from 10 feet to 7.3 feet (to building), from 10 feet to 5.4 feet (to pavement) and from 10 feet to 4.2 feet (to sidewalk), as a Comprehensive Landscape Program, under the provisions of Section 3-1202.G; and (2) Preliminary Plat approval for a 10-lot subdivision. (Proposed Use: Mixed Use of offices (5,250 square feet) and nine attached dwellings.) at 907 S Ft. Harrison Ave, Magnolia Park, Blk 33, Lots 4, & 7-8, and part of lots 5 & 6, and Sec 16-29- 15, M&B 44.01. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2005- 07074/PLT2005-00027 Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Council, with respect to any matter considered at such hearings, will need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Sec 4-206 states that parry status shall be granted by the Board in quasi-judicial cases if the person requesting such status 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, and needs to be requested and obtained during the case discussion before the CDB. An oath will be administered swearing in all persons giving testimony in quasi-judicial public hearing cases. If you wish to speak at the meeting, please wait to be recognized, then state and spell your name and provide your address. Persons without party status 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 the case presenter, at 562-4567 to discuss any questions or concerns about the project and/or to better understand the proposal and review the site plan. Michael Delk Planning Director Cynthia E. Goudeau, CMC City Clerk City of Clearwater P.O. Box 4748, Clearwater, FL 33758-4748 NOTE: Applicant or representative must be present at the hearing. A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562-4093 WITH THEIR REQUEST. Ad: 12/04/05 +s ? j'' H A ij', 0. s ?..?? »41i= LONG RANGE PIANNING DEVELOPMENT RFvIFW February 24, 2006 Mr. Frank Salvo GFB Development 4208 West Corona Street Tampa, FL 33629 CITY OF C LEARWATE R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL. SFRVICI?S BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 Re: FLD2005-07062-125-143 Island Way Dear Mr. Salvo: This letter constitutes a Development Order pursuant to Section 4-206.D.6. of the Community Development Code. On January 17, 2006, the Community Development Board (CDB) reviewed your Flexible Development request to permit 27 attached dwelling units in the High Density Residential (HDR) District / Island Estates Neighborhood Conservation Overlay District (IENCOD) with an increase to building height from 30 feet to 79 feet (to roof deck) with an additional 90 inches for perimeter parapets (from roof deck), a reduction to the front (west) setback from 25 feet to 21 feet (to building) and 12 feet (to pavement), a reduction to the rear (east) setback from 15 feet to zero feet (to pavement), a reduction to the side (north) setback from ten feet to six feet (to building) and three feet (to pavement), and a reduction to the side (south) setback from ten feet to eight feet (to building/pavement) as part of a Residential Infill Project under the provisions of Section 2-504.17, and a reduction to the widths of the perimeter landscape areas along the sides (north/south) of the property as a Comprehensive Landscape Program under the provisions of Section 3-1202.G. The CDB APPROVED the application based upon the following Findings of Fact and Conclusions of Law.and subject to the attached conditions of approval: Findings of Fact and Conclusions of Law: 1. That the 0.91-acre subject property. is located within the High Density Residential (HDR) District and the Residential High (RH) Future Land Use Plan category; 2. That the subject property is located within the Island Estates Neighborhood Conservation Overlay District (IENCOD) and therefore subject to the requirements of Section 2-1602.H; 3. That the subject property is permitted a maximum density of 27 dwelling units (30 du/ac) and maximum building height of 130 feet; 4. That there are no pending Code Enforcement issues with subject property; 5. That the development proposal is consistent with the General Applicability criteria as per Section 3-913.A; 6. That the development proposal is consistent with the Standards and Criteria as per Sections 2-501.1 and 2- 504; and 7. That the development proposal is consistent with the Flexible Development criteria as a residential infill project as per Section 2-504.F. FRANK HIBBARD, MAYOR L311.I. JONSON, VICF-MAYOR JOHN DORAN, COUNCILMENIBER HOti'I' HA\111:fON, COIINCIl.b11?Mlil?R ® CAHI_I[N A. Pli'I'I?'SEN, CotINCI M EMBER "EQUAL EMPLOYMENT AND AI;FIRMAI iw ACTION EMPLOYER" Conditions of Approval: 1. That evidence of a filing of Unity of Title with Pinellas County be submitted to and approved by Staff prior to the issuance of any building permits; 2. That any/all required Parks and Recreation fees are paid prior to the issuance of a building permit; 3. That all Fire Department requirements be met, prior to the issuance of any permits; 4. That all Traffic Department requirements be met, prior.to the issuance of any permits; 5. That all utility equipment including but not limited to electrical and water meters is screened from view and/or painted to match the building to which they are attached, as applicable, prior to the issuance of a Certificate of Occupancy; 6. That any/all required Transportation Impact Fees are paid prior to the issuance of a Certificate of Occupancy; 7. That a condominium plat be recorded with Pinellas County prior to the issuance of the first Certificate of Occupancy; 8. That boats moored at the docks, lift and/or slips be for the exclusive use by the residents and/or guests of the condominiums and not be permitted to be sub-leased separately from the condominiums; 9. That any/all future signage meets the requirements of Code and be designed to match the exterior materials and color of the building; 10. That all applicable requirements of Chapter 39 of the Building Code be met related to seawall setbacks; 11. That all proposed utilities (from the right-of-way to the proposed building) be placed underground; 12. That the final design and color of the building be consistent with the conceptual elevations submitted to (or as modified by) the CDB, and be approved by Staff; 13. That any/all wireless communication facilities to be installed concurrent with or subsequent to the construction of the subject development are screened from view and/or painted to match the building to which they are attached, as applicable; 14. That a right-of-way permit be secured prior to any work performed in the public right-of-way; 15. That where walls impede maneuverability or vision, parking spaces shall be revised in order to provide for safe and efficient vehicular movement; 16. That the vertical clearance throughout parking garage is no less than eight feet-two inches (8'-2') in order to accommodate a handicap accessible van; 17. That the first building permit be applied for within one year (by January 17, 2007) of Community Development Board approval; and 18. That the final Certificate of Occupancy be obtained within two years of issuance of the first building permit. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (by January 17, 2007). All required Certificates of Occupancy shall be obtained within two years of the date of issuance of the initial building permit. Please be advised that 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 CDB 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. Should you have any questions, please do not hesitate to contact Robert G. Tefft, Planner III at (727) 562-4539 or via e-mail at robert.tefft@inyclearwater.com. Sincerely, Michael Delk, AICP Planning Director S: (PlanningDepartmentlCD BIFLEX(FLD)Ilnactive or Finished Applicationsllsland Way 125-143 Island Estates (HDR) -Approvedllsland Way 125- 143 - Development Order 02-24-06doc 1#1:•2007036654 BK: 15613 PG: 138, 02/01/2007 at 10:52 AM, RECORDING 3 PAGES `$27.00 KEN BURKE, CLERK 6 COURT PINELLAS COUNTY, FL BYWPUTY CLERK: CLKDMC4 PLANNING DEPARTMENT 100 S. MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 PHONE: 727-562-4567; FAX: 727-562-4865 DECLARATION OF UNITY OF TITLE Property Owner: GFB DEVELOPMENT, LLC, a Florida Limited Liability Company Property Address: 125 and 143 Island Way, Clearwater, Florida 33767-2266 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 (legal description) situated in the City of Clearwater, County of Pinellas and State of Florida, to wit: SEE EXHIBIT "A" ATTACHED HERETO 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 except for individual condominium units developed thereon. 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 day of (AOJ q r 20dy at Clearwater, Florida. WITNESSES: OWNER (S): GFB DEVLOPMENT, LLC, a Florida Limited Liability Company By: Cuscowilla Partners, LLC, a Florida Limited Liability Company 04 Print ame: V-ILWIM By: gory P. . igleton Its: Manager ame: ?. ?- CS uD c PINELLAS COUNTY FL OFF. REC. BK 15613 PG 139 STATE OF •F7_D1L.1 6 14 COUNTY OF A 1 .1 S RO&C O I HEREBY CERTIFY that on this day personally appeared before me, an officer duly authorized to take acknowledgements, Gregory P. Singleton as Manager of Cuscowilla Partners, LLC, a Florida limited liability company, Managing Member of GFB Development LLC, a Florida limited liability company, who is personal! knomp to me or who has produced as identification, and he is the person described in and who executed the foregoing Unity of Title and he acknowledged then and there before me that he executed the same as such officer on behalf of said company for the purposes therein expressed; and that the said Unity of Title is the act and deed of said company. WITNESS my hand and official se. KATHLEEN NICHOLS-014 Notary Public • State of Florida t •Y Commission Expires May 19, 2009 Commission 0 DD 430982 "•Bonded By National Notary Assn. is this J day of WW"LJ , 2001P Name. Notary Public S? & P.s9?? Ida- CommissionNo. My 3J)482 My Commission expires: k to y I ,'WO-1 EGP/mk G:/Epgrp/Zndofc/GFBDevLLC/Unity PINELLAS COUNTY FL OFF. REC. BK 15613 PG 140 Lot 4 (Cebula Property): Parcel I Lot 4 of Unit 2 Island Estates of Clearwater, according to the map or plat thereof as recorded In Plat Book 47, Pages 19A and 20, of the Public Records of Pinellas County, Florida. Parcel 11 All that parcel labeled as "Waterway" located adjacent to Lot 4 on the Plat of Unit 2, Island Estates of Clearwater, according to the Map on Plat thereof, as recorded in Plat Hook 47, Page 19A and 20, of the Public Records of Pinellas County, Florida; which Is more particularly described as follows: Begin at the Southeast comer of sold Lot 4 and run, along the East boundary line of said Lot 4, along a curve to the left having a radius of 5610.00 feet, an arc length of 99.82 feet, a chord length of 99.82 feet and a chord bearing of N.03012'S5W., to the Northeast comer of said Lot 4; thence leaving the East boundary line of said Lot 4, N.86016127"E., 140.00 feet; thence along a curve to the right having a radius of 5750.00 feet, an arc length of 102.31 feet, a chord length of 102.31 feet and a chord bearing of South 03012'55"E.; thence S.87017'43'W., 140.00 feet to the Point of Beginning. Lot 5 (Evans Property): Parcel I Lot 5 of Unit 2, Island Estates of Clearwater, according to the map or plat thereof as recorded in Plat Book 47, Pages 19A and 20, of the Public Records of Pinellas County, Florida. Parcel II All that parcel labeled as "Waterway" located adjacent to Lot 5 on the Plat of Unit 2, Island Estates of Clearwater, according to the Map on Plat thereof, as recorded in Plat Book 47, Page 19A and 20, of the Public Records of Pinellas County, Florida; which Is more particularly described as follows: Begin at the Southeast corner of said Lot 5, and run along the East boundary line of said Lot 5, along a curve to the left having a radius of 5610.00 feet, an arc length of 100.00 feet, a chord length of 100.00 feet and a chord bearing of N.041014'12"W., to the Northeast corner of said Lot 5; thence leaving the East boundary line of said Lot 5, N.85015110"E., 140.00 feet; thence along a curve to the right, having a radius of 5750.00 feet, an arc length of 102.49 feet, a chord length of 102.49 feet and a chord bearing of S.04014'12"E.; thence S 86016'27"W., 140.00'feet to the Point of Beginning. STATE OF FLORIDA - PINELLAS COUNTY Is a the off ciallrrewrds of true r aes edyn tor = ?... fps lr copy re o Pinelh? klunty. F 20 l? a This aY of KEN BURKE ClL f Circuit CouA ?g``CQUM?? cam= By Deputy Clerk Exhibit Page____ Of CITY OF'C LEARWATE R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTI,F AVF,NUF, CLEARWATFR, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 KONG RANGE PIANNING DEVELOPMENT RFVIFW February 24, 2006 Mr. Frank Salvo GFB Development 4208 West Corona Street Tampa, FL 33629 Re: FLD2005-07062-125-143 Island Way Dear Mr. Salvo: This letter constitutes a Development Order pursuant to Section 4-206.D.6. of the Community Development Code. On January 17, 2006, the Community Development Board (CDB) reviewed your Flexible Development request to permit 27 attached dwelling units in the High Density Residential (HDR) District / Island Estates Neighborhood Conservation Overlay District (IENCOD) with an increase to building height from 30 feet to 79 feet (to roof deck) with an additional 90 inches for perimeter parapets (from roof deck), a reduction to the front (west) setback from 25 feet to 21 feet (to building) and 12 feet (to pavement), a reduction to the rear (east) setback from 15 feet to zero feet (to pavement), a reduction to the side (north) setback from ten feet to six feet (to building) and three feet (to pavement), and a reduction to the side (south) setback from ten feet to eight feet (to building/pavement) as part of a Residential Infill Project under the provisions of Section 2-504.F, and a reduction to the widths of the perimeter landscape areas along the sides (north/south) of the property as a Comprehensive Landscape Program under the provisions of Section 3-1202.G. The CDB APPROVED the application based upon the following Findings of Fact and Conclusions of Law .and subject to the attached conditions of approval: Findings of Fact and Conclusions of Law: 1. That the 0.91-acre subject property is located within the High Density Residential (HDR) District and the Residential High (RH) Future Land Use Plan category; 2. That the subject property is located within the Island Estates Neighborhood Conservation Overlay District (IENCOD) and therefore subject to the requirements of Section 2-1602.H; 3. That the subject property is permitted a maximum density of 27 dwelling units (30 du/ac) and maximum building height of 130 feet; 4. That there are no pending Code Enforcement issues with subject property; 5. That the development proposal is consistent with the General Applicability criteria as per Section 3-913.A; 6. That the development proposal is consistent with the Standards and Criteria as per Sections 2-501.1 and 2- 504; and 7. That the development proposal is consistent with the Flexible Development criteria as a residential infill project as per Section 2-504.17. FRANK HIBBARD, MAYOR Bju. JONSON, VICE-MAYOR JOAN DORAN, COIINCILNII:NIBIT HOrr HAMILTON, COUNCILMBMBER ® CARLF.N A. PI I'ISKSI`.N, C 1INCII MEMBER "EQUAL EMPLOYMENT AND AI--I--IRMA•I•IVI? A( 170N EMPLOYEW, 1 Conditions of Approval: 1. That evidence of a filing of Unity of Title with Pinellas County be submitted to and approved by Staff prior to the issuance of any building permits; 2. That any/all required Parks and Recreation fees are paid prior to the issuance of a building permit; 3. That all Fire Department requirements be met, prior to the issuance of any permits; 4. That all Traffic Department requirements be met, prior.to the issuance of any permits; 5. That all utility equipment including but not limited to electrical and water meters is screened from view and/or painted to match the building to which they are attached, as applicable, prior to the issuance of a Certificate of Occupancy; 6. That any/all required Transportation Impact Fees are paid prior to the issuance of a Certificate of Occupancy; 7. That a condominium plat be recorded with Pinellas County prior to the issuance of the first Certificate of Occupancy; 8. That boats moored at the docks, lift and/or slips be for the exclusive use by the residents and/or guests of the condominiums and not be permitted to be sub-leased separately from the condominiums; 9. That any/all future signage meets the requirements of Code and be designed to match the exterior materials and color of the building; 10. That all applicable requirements of Chapter 39 of the Building Code be met related to seawall setbacks; 11. That all proposed utilities (from the right-of-way to the proposed building) be placed underground; 12. That the final design and color of the building be consistent with the conceptual elevations submitted to (or as modified by) the CDB, and be approved by Staff; 13. That any/all wireless communication facilities to be installed concurrent with or subsequent to the construction of the subject development are screened from view and/or painted to match the building to which they are attached, as applicable; 14. That a right-of-way permit be secured prior to any work performed in the public right-of-way; 15. That where walls impede maneuverability or vision, parking spaces shall be revised in order to provide for safe and efficient vehicular movement; 16. That the vertical clearance throughout parking garage is no less than eight feet-two inches (8'-2') in order to accommodate a handicap accessible van; 17. That the first building permit be applied for within one year (by January 17, 2007) of Community Development Board approval; and 18. That the final Certificate of Occupancy be obtained within two years of issuance of the first building permit. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (by January 17, 2007). All required Certificates of Occupancy shall be obtained within two years of the date of issuance of the initial building permit. Please be advised that 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 CDB 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. Should you have any questions, please do not hesitate to contact Robert G. Tefft, Planner III at (727) 562-4539 or via e-mail at robert.tefft -a myclearwater.com. Sincerely, Michael Delk, AICP Planning Director S.•lPlanningDepartmentlCD BIFLEX (FLD)Ilnactive or Finished Applicationsllsland Way 125-143 Island Fstates (HDR) -Approvedllsland Way 125- 143 - Development Order 02-24-06doc ava5- O~o~a ~ O , SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST ~ I LOT 8 u I T.B. e 4 J2 I I I ~ EL _ ~ I ~ I I METAL COVERED CARPORT 0 I I ~ a-- I E ...o~~~- u 0 I 6 ~r,®, ~ "'mso0'(~l ROOF DRAIN NOTE:. I ~ I < ~1~ - 201.04 I I I 0 I ~ 0" u R :800 ALL ROOF DRAINAGE SHALL BE COLLECTED VIA ROOF DRAINS, GUTTERS I I _ _ - - '1o'E. P N.6578 I I II AND/OR DOWNSPOUTS, AND SHALL BE DIRECTED TO DRAINAGE PIPING m SYSTEM. REFER TO ARCHITECTURAL PLANS FOR DETAILS. p~ I ~ I V SNN Ei . M _ - _ ~ I I I 0' 15' 30 60 ~P~°~SE I ,IT C TION I I I I ~ I SCALE IN FEET ' ~ ~ ~ I ~ ~ - DET~NT ON II I 9 AREA CLEARWATER I NOTE: ~ ;a I ~ I I o.oa '::0 II RADIUS ..341, I I I FENCES AND SIGNAGE WILL BE SUBJECT OF SEPARATE PERMffTING. sa JD ST ARC • 1s2.6s 0 i HORO ='192.68' I C;B: v N.OT43'35".Wi A ~ I \ I ? NOTE: s- ~ = G I ~ , : i :S ; A LANDSCAPE AND IRRIGATION PLAN SHALL BE SUBMITTED UNDER SEPARATE COVER. - ~ cn, I l I' ~ ~i 0 , s. ~ _ SOD NOTE: VICINITY MAP ~ ~ I ~ : ~ RADIUS 5610.00 ~ I D r ~ , / . ARC = 1 s9.as' t~ : I , ANY AREA SUBJECT TO EROSION SHALL BE STABILIZED BY 50LID SOD. THIS APPLIES TO SWALE ~ I I - S ; . CHORD = 199.85 I I SPA _ AND DITCH EMBANKMENTS. SEED AND MULCH WILL NOT BE ALLOWED IN THOSE AREAS SUBJECT Not To Scale I -(D ~ i • ,t~ C.B. - S.03 47 49 E. . ~ o./ I ~ ~ TO EROSION. I .'S' ~I . I z FLOOD ZONE NOTE: ~ ~ . ~ ~ I THIS SITE LIES WITHIN F.E.M.A. FLOOD ZONE AE (EL 11) ACCORDING TO FLOOD INSURANCE p ..0 _ _ _ ~ 9 - - ~ WATERWAY P RATE MAP COMMUNITY-PANEL NUMBER 12103C0102G, INDEX DATED SEPTEMBER 3, 2003. GE=290' - 30'RCP ~ 7~'r . L I IE E-(-)1.57 ~ I IE W= - 1.35 ~ ACCESS TO CLEARWATER HARBOR II / FLOOD ELEVATION NOTE: DESCRIPTION: THE FEMA FLOOD ZONE ELEVATIONS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN I p~ T.B.M. , : ~ o I VERTICAL DATUM. GROUND, STRUCTURE, AND FLOOD ELEVATIONS MAY BE COMPARED AND/OR LOT 4, UNIT TWO ISLAND ESTATES OF CLEARWATER, ACCORDING TO THE MAP o Q ?II I REFERENCED TO NGVD 29 BY APPLYING A STANDARD CONVERSION FACTOR. TO GET THE OR PLAT THEREOF AS RECORDED IN PLAT BOOK 47, PAGES 19A AND 20, OF I I o ® i i I CONVERSION FROM NGVD 29 TO NAVD 88, ADD 0.88 FOOT TO THE NAVD 88 ELEVATION. THE THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. F..:.: . i 0.88 FOOT VALUE IS AN AVERAGE FOR THE ENTIRE COUNTY. TOGETHER WITH; i ; • ~ . \ qj~ BENCH MARK NOTE: LOT 5, UNIT TWO ISLAND ESTATES OF CLEARWATER, ACCORDING TO THE MAP m i I ~ \ 0 ELEVATIONS SHOWN ARE BASED ON PINELLAS COUNTY BENCH MARK No. 144, ELEVATION = OR PLAT 1HEREOF AS RECORDED IN PLAT BOOK 47, PAGES 19A AND 20, OF • o~ ~ !I.: ~ I NOTE. . g1 ~ I J 12.607, NATIONAL GEODETIC VERTICAL DATUM-1929, UNADJUSTED. THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. ` . - - ' ~ ~ I ~ I ANY RENOVATIONS AND OR ADDITIONS TO THE EXISTING 6"CLAY / TGP-3.75' I ~ I DOCK FACILITIES ARE NOT INCLUDED HEREIN AND SHALL BE ° I IE H-(-)s,zG I ~ ~ THE SUBJECT OF A FUTURE PERMIT REQUEST. UTILITY NOTE: ONLY SURFACE INDICATIONS OF UNDERGROUND UTILITIES HAVE BEEN LOCATED OR SHOWN IE E_(- 0.49 g~ I I I _ - 8.21 I IE S I ~ I HEREON. NO EXCAVATION WAS DONE TO LOCATE OR VERIFY UNDERGROUND UTILITIES. ~ I I K I IE=1.4T I 0 I I I ~ I NOTE: I I I I IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL i I ; I I 0x - - 201.29 (F) BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING GENERAL NOTES: SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS 1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR ~ N.67"1T43"E.(P) soo•Val I u REQUIREMENT WILL APPLY CONTINUOUSLY AND WILL NOT BE LIMITED TO NORMAL WORKING INTERVAL =ONE FOOT. soun+ eaw+orm tm ego ws I HOURS. THE DUTY OF THE OWNER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S - ~ PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. ~ I - - ~ SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE. CONTRACTOR WILL BE I I THE ISLAPlDER RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL BARRICADES, WARNING SIGNS, FLASHING 3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS LIGHTS AND TRAFFIC CONTROL DEVICES DURING CONSTRUCTION. CONTRACTOR TO COMPLY WITH SHEETS "AS-BUILT' PLANS AND FIELD INFORMATION. THE CONTRACTOR I I A COhIDOMIhIIUM CPB 11, PG BL ALL OSHA REGULAT10NS REQUIREMENTS AND SAFETY MEETING REQUIREMENTS. SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO ~I CONSTRUCTION. } NOTE: ALL PIPES USED WITHIN PUBLIC RIGHT-OF-WAY SHALL BE NEW REINFORCEQ CONCRETE PIPE. 4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCITON. SCALE; 1" = 30' DEMOLITION NOTE: 5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, ALL REMOVAL OF EXISTING PAVEMENTS, STRUCTURES, UTILITIES, ETC. IS BY OTHERS AND IS NOT BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING INCLUDED HEREIN. ANY DELETERIOUS MATERIAL WITHIN BUILDING.OR PAVED. AREAS SHALL BE CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND OTES TABULATION OF N ROOF ELEVATION= 89.51 N.G.V•D. CITY OF CLEARWATER CONSTRUCTION NOTES: REMOVED AS DIRECTED BY THE SITE GEOTECHNICAL ENGINEER. - ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. (90.39 N.A.V.D.) AREA -EXISTING AREA -PROPOSED THIS APPLIES TC ALL IVORK WITHIN CITY OF CLEARWATER MAINTAINED ( ~ EXISTING UTILITY NOTE: 6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER ONLY SURFACE INDICATIONS OF UNDERGROUND UTILITIES HAVE BEEN LOCATED OR SHOWN SERVICE AREA. OF % OF RIGHTS-OF-WAY) USE S.F. Ac. TOTAL S.F. Ac• TOTAL HEREON. NO EXCAVATION WAS DONE TO LOCATE OR VERIFY UNDERGROUND UTILITIES. 1. ALL PROPOSED WORK MUST COMPLY WITH F.D.O.T. INDEX No. 700 (2004 0 (2004 7. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVICE 7TH LVING FLOOR EDITION). 1. IMPERVIOUS AREAS 22,968 S.F" 0.53 Ac. 58.179 28,881 S.F. 0.66 Ac. 72.539 (3 UNITS) PARKING -LOT LIGHTING NOTE: AREA. PARKING LOT LIGHTS SHALL BE PROVIDEb BY PROGRESS ENERGY CORPORATION AND SHALL " 6 56 S.F. 0.37 Ac. 40.66% 2• ALL RIGHT-OF-WAY INSTALLATIONS WILL COMPLY WITH THE STATE OF OF COMPLY WITH CITY OF CLEARWATER REQUIREMENTS. 8. ALL STRIPING, PAVEMENT MARKINGS, SIGNAGE AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO F.D.O.T. STANDARD INDEXES -LATEST G FLOOR A. BUILDING GROUND 14,352 S.F. 0.33 Ac. 36.35% 1 ~2 FLORIDA UTILITIES ACCOMMODATIONS GUIDE.. 6TH LIVIN COVERAGE (4 UNITS) ~ 0 Ac. 21.82% 3 559 S.F. 0.08 Ac. SJ9% r? B. WALKS,STOOPS,DECKING, 8,616 S. F. 0.2 ~ 3. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH THE U.S, DEPARTMENT DUMPSTER NOTE: ° ~ EDmoN AND F.A.c. 14-110. DEPARTMENT DUMPSTER ENCLOSURE SHALL BE OF SIMILAR MATERIAL AND COLOR AS BUILDING. ~ ~C• OF TRANSPORTATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" AND 1EVICES AND 9. ALL HANDICAP SPACES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT, THE CITY OF CLEARWATER 5TH LIVING FLOOR ~ C. CONCRETE PAVING 0 S.F. 0.00 Ac. 0.00% 9,066 S.F. 0.21 Ac. 23.08% THE FLORIDA DEPARTMENT OF TRANSPORTATION'S "ROADWAY AND TRAFFIC (4 UNITS) II TRAFFIC UTILITY NOTE: REQUIREMENTS AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING DESIGN STANDARDS INDEXES 600 TROUGH 665 (LATEST EDITIONS). ALL ON-SITE UTILJIIES, INCLUDING ELECTRIC AND COMMUNICATION LINES, SHALL BE CONSTRUCTION. 4TH LIVING FLOOR = CE 5 6 S.F. 0.38 Ac. 41.839 10 603 S.F. 0.25 Ac, 27.479 2. OPEN SPA 16, 1 ~ 4. ANY DISTURBED SIDEWALK SHALL BE RECONSTRUCTED WITHIN THREE (3) 2EE 3 UNDERGROUND. 10. AT ALL INTERSECTIONS OF SIDEWALKS AND PAVED AREAS A RAMP SHALL (4 UNITS) ~ EMOV SAF PEDESTRIAN TRAFFIC IS TO BE w DAYS AFTER R AL AND E = A. DETENTION AREA WATER 0 S.F. 0.00 Ac. 0.00% 0 S.F. 0.00 Ac. 0% MAINTAINED AT ALL'TIMES. WHEN EXISTING SIDEWALK IS REMOVED, IT D, IT NOTE: BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. INDEX No. 304 AND ALL UNUSED DRIVEWAY APRONS SHALL BE REMOVED PER CITY OF CLEARWATER REQUIREMENTS. THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. 3RD LIVING FLOOR ~ SURFACE SHALL BE REMOVED TO THE NEAREST EXPANSION JOINT. (4 UNITS) z B. GRASS AND LANDSCAPE 16,516 S. F. 0.38 Ac. 41.83% 10,603 S.F. 0.25 Ac. 27.47% 5. DISTURBED AREA WITHIN PUBLIC RIGHT-OF-WAY SHALL BE COMPACTED 9 'ACTED 2ND LIVING FLOOR j AREAS TO 100% OF MAXIMUM DENSITY AND SODDED. (4 UNITS) m 39.484 S.F. 0.91 Ac. 100.009 39,484 S.F. 0.91 Ac, 100.009 6. ALL BACKFlLL OVER ANY PIPE STORM SEWER, WATER LINE, SANITARY TARY 3. TOTAL ( 1ST LIVING FLOOR BASE FLOOD EL.= SEWER, ETC.) THAT IS TO BE INSTALLED UNDER ROADWAYS OR WITHIN AN IITHIN AN (4 UNITS) ~ 16 64 10.12 N.G.V.D" EMBANKMENT OF A ROADWAY SHALL BE COMPACTED PER THE FLORIDA ORIDA (11.00 N.A.V.D.) DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SECTION 125.8.3, 1991 .3, 1991 • ~ • ZONING COMPLIANCE NOTES: EDITION (OR_LATEST EDITION). THIS PARTICULAR SECTION SPECIFIES .S AASHTO G 1. EXISTING AND PROPOSED ZONING = "HDR" HIGH DENSITY RESIDENTIAL) COMPACTION TO 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO PARKIN ELEVATION VARIES ( T_99, b~idMa~~~ ~o Al10 EL. 6.07-6.84 N.G.V.D. ESIGNATION =RESIDENTIAL HIGH 2. EXISTING AND PROPOSED LAND USE PLAN D NOTE: 1N3Wla'dd~d 9NINM~d (6.95-7.72 N.A.V.D.) 7. ALL WORK SHALL COMPLY WITH THE STATE OF FLORIDA TRENCH SAFETY saFETY 3. TOTAL SITE AREA = 39,484 S.F., 0,91 Ac. MEASURES. NO TREES (OTHER THAN PALMS), EXIST ON THIS SITE. 9001 v~ 83~ 4. EXISTING BUILDING GROUND COVERAGE = 14,352 S.F., 0.33 Ac. 8. ALL MANHOLE AND INLET ACCESS COVERS MUST BE CONSTRUCTED PER l PER 43AI303a "SUPPLEMENTARY CETAILS FOR MANHOLES AND INLETS", FLORIDA 5. BUILDING GROUND COVERAGE = 16,106 S.F., 0.37 Ac. DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS INDEX 201, TdN191~0 , NOT TO SCALE 6. TOTAL PROP05ED BUILDING FLOOR AREA = 92,274 S.F. LATEST EDITION ADD THE CITY OF CLEARWATER STANDARD TECHNICAL SPECIFICATIONS. , 7. MAXIMUM ALLOWABLE DENSITY = 30 U.P.A. . DIRT AND 9. NO STOCKPILING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT AND 8. EXISTING NUMBER OF UNITS = 8 UNITS DEBRIS WILL BE REMOVED FROM JOB 51TE DAILY. ROADS AND SIDEWALK T0. iIDEWALK TO BE SWEPT DAILY AS PART OF DAILY CLEAN-UP. 9. PROPOSED NUMBER OF UNITS = 27 UNffS SITE PLAN APPROVED iTRUCTION CASE ~w~oo5'o-JO~~ • 10. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION 10. PROf~OSED DENSITY = 29.7 U.P.A. RELATED DAMAGE, IN THE OPINION OF THE CITY OF CLEARWATER SHALL BE SHALL BE CASE TYPE ~S. IuFiu, 6 2 8 06 MINOR LAYOUT CHANGES PER OWNER'S REQUEST CMM YbIC REPAIRED AT CONTRACTOR EXPENSE IN A MANNER . 11. ALLOWABLE IMPERVIOUS SURFACE RATIO = 0.85 SPECIFED BY THE CITY OF CLE'ARWATER. DRC DATE D°I DI o5 5 12 5 05 PER S.W.F.W.M.D. REQUIREMENTS DNC ~ 12. PROPOSED IMPERVIOUS SURFACE RATIO = 0.73 CDB DATE Cl 1~ oro r. 4 11 3 05 PER CITY OF CLEARWATER REQUIREMENTS RRD ~ 'j? 13. PROPOSED BUILDING HEIGHT = 79.39' (SEE BUILDING HEIGHT DIAGRAM) SIGNATURE 3 9 7 05 PER CITY OF CLEARWATER REQUIREMENTS CMM ybC 'jt•~ 2 8 17 05 CORRECTED BOUNDARY INFORMATION ACL Y1aC 'S~ DATE ~ ~3ora 1 7 21 05 PER CITY OF CLEARWATER REQUIREMENTS CMM ~ 14. REQUIRED SETBACKS: No. DATE REVISIONS DRN. CKD.APP. FRONT 10' - 25' SIDE 0' - 10' REARO'-15' ISI~ND WAY CONDOMINIUM 15. REQUIRED PARKING 1.5 SPACES PER UNIT COVER SHEET 27 UNITS x 1.5 SPACES PER UNIT = 41 SPACES REQUIRED 16. PROPOSED PARKING: CLEARWATER PINELLAS COUNTY ',•;t~',". ~ t?~~p'f , FLORIDA 54 SPACES _ 27 UNITS = 2 SPACES PER UNIT PREPARED FOR: DATE: JUNE 30, 2005 APPROVEp~ ~,X~ ~ ; ~ , ; TE GFB DEVELOPMENT, LLC. ' ' ~ ~ DES.: T.G. Radcliffe ;q~ ~ i TEMPORARY BENCH MARK ~1 MR. GREG SINGLETON ° ° ' EI ELEVATION =.5.94 INDEX OF DRAWINGS 4206 w. CORONA STREET DRN.: DNC ; C SET NAIL IN EAST SIDE OF POWER POLE SHEEP No. DESCRIPTION IAMF'A, rL 00aca S. AN "LEON # 2-28031 LOCATED AT THE NORTHEAST 1,-----------COVER SHEET Phone: (813) 786-8087 SCALE: 1 30' FL'ENGJNEERT LICFN$ ,NAZ:,. 8508 CORNER OF LOT 4 2.-----------EXISTING CONDITIONS PLAN Fax: (813) 805-7283 JOB No. 33895 FL SURVEYOR.&(MA PER;LICENSE No. LS 1762 3.----------- LAYOUT AND EROSION CONTROL PLAN ON PLA ELEVOIOONN =B4N32 MARK 2 5.__----__ COMPOPAVINGSANDITE SN LLOVERAS BAUR & STEVENS SHEET I ISLAND WAY CONDOMINIUM 6.----------- WATER AND SANITARY SEWER DETAILS 1 ENGINEERS - SURVEYORS - PLANNERS OF OF IN TOP DISK SEAWALL LOCATED AT 7,-----------SITE CONSTRUCTION SPECIFICATIONS ® 7 THE NO RTHEAST T CORNER OF LOT 5 Phone: (727) 784-3965 #LB 0000208 Fax, (727) 784-8153 7 29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 33761 CONSTRUCTION PLANS JOB No. 33895 i SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST - n./ CLEARWATER ~ ~ ~ ~~o~ i ~ ~ POI RD 3v ~ I m U m G ~~1 1 19 T ~ C~ DREW 5T sso COVERED' A~PHAL ' , - I. D:I, I ; s ;--GRATE EL. ~ ,,4.82 0' 10' 20' 40' _~Y c r sr I, ' : • . INV., W: =.2:17 I INV• = 1.40 r-.r.t- -1~~~ ~ ~ 60 SCALE IN FEET Q, a DRUID RD v ~ ~ J D.I. 1 I GRATE EL. ..5.55 O INV. E.;= 3.22 BEIIFAIR ~ SPHALT PAVEMENT INV. N;;= 2:18 A I T.B.M. #2 CORNER NOT ~ ~ C ~ ~ ~ ~ ~ p ~ r• ' ti t,t:C:N,I, t, , , ! , ~ I EL. - 4.32 t, I I I SET OR FND. I ~ CCVERE ,r ILLEGIBLE) ,I , ' , , 13 0 ND. DISK ( , - _ - ~ Not To Scale ~ b _ I L CAP 0.6 E• - p.L I - g AL 14 140.00' I _ • I I _ I N ti i 3 4.. I , : ! F. 201.04 ~ CORNER ~ DESCRIPTION: I NO t~ I. ~ ~ r'" 14~~ ~ ao NORTHEAST 10, I - C . _ -'^'r - ~ F LOT 5 PILINGS NGS Lot 4 and Lot 5, UNIT 2 ISLAND ESTATES OF I o_ RINGS-PER P .851510 ~ p ' ONC. WALK ..s.-.. gym, 30 CLEARWATER, as recorded in Plat Book 47, Page 19A ~ ` ! BASIS OF BEA N . ~ 200.00 O • . • r ' C~,~,~.N- . s;o'.. i ~ 201.04 (M) oo .7' • as 5 .~R . ~ o I 1 c- ~ ONC. _,:...•---c•- 17 - PLAN of the Public Records of Pinellas County, Florida. 50. o . l , w wM ~ ~ ~ ~ WM ® PP WM r - ~ en.1' ~ ,r TEP w W a I 25. ~ w o I ~ v • _I U ' u~ " : ~ ' n.~ N a ~ A/C UNIT ~ ! ~ ..r ~ TITLE COMMITMENT NOTE: I THIS SURVEY WAS PREPARED WITHOUT ~ I ~ NTER _ P~,NTERS U z w ° THE BENEFIT OF A TITLE COMMITMENT. a' _ I 3 ~n ' . J . , . .I STORY " r• 3 m p 3 ~ ! , d TWO o F I a. ~J v r W- N BUILDING 't>? z l ern` . 3 I I • I ~ ~ o W ~ - o MASONRY q, z' s'•o' ] t U RADIUS = 5750.00' I ! ' ~ r~ O' e.a. vO 7 Z ` W Z ~f7 , Z, Ur O p U I~ I I > W...: O 1 ~ 00 ARC = 102.49' FLOOD ZONE NOTE: CHORD = 102.49' I~ <; I ' d ~ I' a ' W' 0 0 a U. .......IRS.. ~ C.B. = S.04°14'12"E, THIS SITE LIES WITHIN F.E.M.A. FLOOD ZONE AE I I SIGN I ~ ~ w N 0 0 ~ MAP 1COMMUNITY! PANEL NUMBERN 12R03C0102GE J ~ , COVEREq CONC: a TW0,5T0 N U,I ~3 O I INDEX DATED SEPTEMBER 3, 2003. ~ ` ~ .20.8 , , ' t:3' k o.y' N • . • . ~ • . ~ n' ti{ASONf?l'' BUILDING ~ z ^v WOOD K HIGH R I ,I ~ AILING I IR5 W ° 'W' w o~_ iv DEC w/ 3' d ~„_'"_'__..r.r... • - STA.. .I O' N ...z O•~Nr- ~H RAILING .....I ~ EAST BO I rJ; ' • m ° ~ LINE OF LOT 5 ~ ~ o : _ : ' . • : ~ : • , . • ~ NTER " e a ; II ° z 1 ~ 1u.lJ-L>y FLOOD ZONE ELEVATION NOTE: THE F.E.M.A. FLOOD ZONE ELEVATIONS SHOWN HEREON ARE • .M- ~ ~ ..PIA . I II BASED UPON THE NORTH AMERICAN VERTICAL DATUM. GROUND, ~ I I..: OLUMN o_.~~,~...:• .'~~•CONC. ~ • • NIIoII ~ OOD CATWALK STRUCTURE, AND FLOOD ELEVATIONS MAY BE COMPARED AND/OR 1 .•N~rn oa pUO . ~ 1 r ~ , . oLUMN_ . ~ o ~ ~ _ • PARCEL I : co®.... ~ ~ W ~ : ' ,ra- • , 0.4' E.:.. ' u rn u z ~ . c.'. RAINA~E`.:....:. b z,vl N ~aUU w Z3 1 ~ -1..0.• d..:.._ wo N ICINGS ~ REFERENCED TO NGVD 29 BY APPLYING A STANDARD CONVERSION I ~ ~ ! II ^ EXISTING . ER • . ° ~ , ~ : a W ; ! ~a o ~ PILINGS ~ FACTOR. TO GET THE CONVERSION FROM NGVD 29 TO NAVD 88, RADIUS = 5750.00' ADD 0.88 FOOT TO THE NAVD 88 ELEVATION. THE 0.88 FOOT L ;1....... ~ ~ ENT TO B • . P ' ~ M • ''~Z' LANTER;m UN O ~ t-• v,; s oUOm EASE . lA W N • CORNER NOT ARC = 204.85' VALUE IS AN AVERAGE FOR THE ENTIRE COUNTY. d ' U . Q ~ COLUMN ' ~ : ....~dUy ~ r• . ~ ~ p,, R,pr_F .AREA : . > o FND. DISK SET OR FND. ~ CHORD = 204.84 _ C.B. = S.03°4742"E. 13 z E.' ~ • . \ ~ . z, ,~s x 5T0 ° . A C UNIToU IN O O ~ o .~0.6 • OLUMN; , \ i ~ ? a• ~ / L O tnd' ~ _ I. I U ' g N ~ N _ 17" ( SEAWAL 00- 5. N•86°1 I , 8 , 6 4 : , a. EGIBLE) ~ - ~ r L) - Q o >a Iv . • • 29" IDE DRAINAGE \ 4 . as.o ~cOrnd• _ (5.)N_86° 16' 27" E. W.) - 140- TEMPORARY BENCH MARK ~1 • I • SOUTH. T ORNER (ILL I , I 1 A . 5 W ENT ~-~WM ~ o•t _ ~ p OE LOT ~ c0 00 sT o .ELEVATION = 5.94 ` I HALT` ' WALL ' UTffJTY' EASEM ~ ~ NTER.. 00.92' (M 200.00 N ~ • ~ M _ 1ASP ;CONC.., _ ~ CB :-P 2 cn ~ MENT ; ' 'PER' PLAT _a -tom ° • A21" Q . coo Q O ~ rn _ C9 L = 4,37 PAVE ~ - . 1 a U ~ o SET NAIL IN EAST SIDE OF POWER POLE ~ Z ~ .TOPE f INV, E•,= 3,83. . • ° '2y'E - _ ..•::~PLANTER ~ - G~'„ ~ II I N oz ~ # 2-28031 LOCATED AT THE NORTHEAST CORNER OF LOT 4 ' ~ F.O.P,, 1 N,86 16 - ~GA ~ ~ w P~ 21 ~ • w W :INV. W. _ '3.73 NO ~ LL ~----,~*--~T ~ o z • ~ ~ PP III w(~ UD II as ~ ; ~ - ~ GH CONC. WA at. o: 3 t w , O R:C.: - - ~ 1 HI rz ` COVEREp; w. r o o> m O Q-' ~ z ; N _ - 3 PP GA - ~ " 7S8t ~ jtat w W rAkEA a ~ o II U 0 r7? ~ O_ ~ o TEMPORARY BENCH MARK ~2 ~ d ~ WAL 2-PP. ;.T°~~:: uz• N~.~:w~,..,, aw ,Wa v: NOOV m a. END OF RW WM I L x,1`3.; ~ ~ _ / z ~ N ~ ~ ELEVATION = 4.32 O i•Y L W 0 W~ d d N r w 11,o W. I • : ~3`31T 1. ~ ~ r.; w ~ • z ~ Q U U ~ O 3 d r 'N. T.B.M. #1 t'~,GC: 1,'~, p ~i 1a_U.I ~Q' I- o TOP OF DISK IN SEAWALL LOCATED AT _ ' - I'i-~ ' TER b " ' ~ w: p~ ~S oo WOOD DECK w 3' HIGH RAILING EL. - 5.94 ~ ~ o o / D 'stn ONE STORY wig PLAN ~ iH RAILING ~ THE NORTHEAST CORNER OF LOT 5 d I ~ ~O} t~ M a ^ ONRY BUILDING ~ ~ ~ 5,0' ' Zoo'- ~ _r,_._ ~ ~ MAS 45.6 n Ch d. ~ ~ 36.3 ;:1 z.t in ~I o• s.os: ~ ~ ~ f BENCH MARK NOTE: C) C}''(f1 0 ~ ~ • d; °'333.4 9 ~ o,~ m RADIUS = 5750.00' ELEVATIONS SHOWN ARE BASED ON PINELLAS COUNTY BENCH N rn ~ 't.ii T O h,~i cD_ o ~N 'I 0~~ ~ ~ PLANTER ARC = 102.31 CHORD = 102.31' MARK No. 144, ELEVATION = 12.607, NATIONAL GEODETIC 0 Il r Z ~ S, m w w ~;I,. (plVp~o ES MH _ I 0 II ,.3 3 SPACE PLANTER 5,a ~O STORY ~U N~~o ~ LIMITATIONS C.B. = S.DO°12'55"E. VERTICAL DATUM-1929, UNADJUSTED. I ~ o„~' I Y;BUILDING z m J II 01 z ~ ON DOCKS ,/f-~ , (n II~C~ II o~, uri o ~ ~ MASOhB a~,wo d rnll ~ ~ D•~ m N 2.., ' : Z , 5.0' . , m v: ~ ~ Il p 11 a ~ -v0 r-. N ~ ~ 3 HIGH `o NC.' ~ ° d .~z ~ o o! D ~ ~ ~ M a METAL' PO5TS : C~ ; ua oUOm S I ~ UTILITY NOTE: I ~ ONLY SURFACE INDICATIONS OF UNDERGROUND UTILITIES HAVE I ~ CON . QQ:= NNrno 3 > ~ •y y • . d, 5.0 p . ~ PILINGS BEEN LOCATED OR SHOWN HEREON. NO EXCAVATION WAS DONE CeQU I c0 W; o ~QUU I z I U , II rn II U :I CONC. i2.o' E STO ~ I TO LOCATE OR VERIFY UNDERGROUND UTILITIES. I I ~ . •o . ~ ~ ~ ~ p u Z COVERED ON LDING ~ , II o I o a I MASONRY B I b I ~ ~ ~ 3 ~ U o U f'T p N s.o~:; PLANTER I o: . m L o II I I Iw = ~ ~ _ . CONC..WAL ~ PLANTER ; ! ` ~ I I L cn o! z CANTER 3 SPACES W I z o ! f rr W w U I o 0 2.d' t 45.7 b z o o l,. I II ~ ~ Q 33.7 • I - d , W I I o lY -.r , 5.1 ~ U ~ W ~ , m ~ ~ CONC. 24 ~ ~ w I f 3 HIGH ~ ~ , z a ~ ~ CONC. WALL ER ~ 30 o I ~ ~5 ~ PLANT VERtD o I CO C, a,o DRAIN RNER I ~ - m A . R = UTHEAST CO 0~4 A ~ ~ TOP EL, 4.95 SO m . _ . ~ . o g~~~ OF LOT 140.00' - - CORNER NOT -I--__-----""'_- PARCEL I ~ ~ • ~ NTER... .-m - - _ - - - - 15 r . • , PLA - SET OR FND. \ H - ~ - cam: ~6 WALL ' 2-WM , ~ 200.00' (P) EA HIGH CONC. WALL 201.29 (M) - 0 FND. X IN S z2 0 ® - - 201.29 s , ~ sEAwALL cA • ~ o,oo - - _ - n 1 u \ p 5.87 17 43 c .r ?n~.~ w'11v LP , ~ c r11,3f1~,i ll1,1„I I ~ F.P:P. ~ ~~t la3.p,"3.1.1, « ` N0;# ASPHALT PAVEMENT' 4 ~ ~ i " ..t.. N I ~,J..:, : ~ CONC. WALK _ ~ CO a~ m , • I ~ s~LP _ < , ~ h •CONC.... """.Q. a - -D o-o ~ COVERED-GONG, ' z I U I rA ° . ~ ~ ~ , ':STORY , _ FO v BUICDiNG , J ' MASbNR ~ . 1 8 17 05 CORRECTED BOUNDARY INFORMATION ACL 'jl.~ No. DATE REVISIONS DRN. CKD.APP. ABBREVIATION LEGEND ISLAND WAY CONDOMINIUM CB = CATCH BASIN CL or CL = CENTERLINE EXISTING CONDITIONS PLAN CO = CLEANOUT CONC. = CONCRETE D.I. = DROP INLET CLEARWATER PINELLAS COUNTY FLORIDA PREPARED FOR: DATE: JUNE 30, 2005 APPROVED, BY:', ~ • ' ' ' ' ' DIA. = DIAMETER SURVEY LEGEND GFB DEVELOPMENT, LLC. DES.: T.G. Radcliffe ~ ~~4 ~'O L t U i t;;, EL. = ELEVATION - - ES = ELECTRIC SERVICE S.I.R. = SET IRON ROD, 5/B MR. GREG SINGLETON DRN.: RRD ~ ' ~ ~ ~ c FL = FLOOR F.LR. = FOUND IRON ROD, 5/8" INDEX OF DRAWINGS ~ 4208 W. CORONA STREET ' GA = GUY ANCHOR F•~•M• = FOUND CONCRETE MONUMENT, 4"x4" TAl1DA CI Z'SR90 CKD.: HB = HOSE BIBB FND = FOUND OPEN PIPE, 1/2' TREE LEGEND SHEET No. DESCRIPTION ^v no I " S y'SAN[11"n LL~ ERAS n: INV. = INVERT FOUND 1.-----------COVER SHEET Phone: (813) 786-8087 SCALE: 1" = 20' FL ENGIf)EER'S LICE S Noy.-PEr8508 2.-----------EXISTING CONDITIONS PLAN Fax: (813) 805-7283 JOB No. 33895 FL SURVEYOR & MAPP (ZICE'NSE"No. LS 1762 IV = IRRIGATION VALVE #/No = NUMBER SYWBOI. DESCRIPTION LP = LAMP POST P.O.B. = POINT OF BEGINNING 3. LAYOUT AND EROSION CONTROL PLAN t- MH = MANHOLE P.O.C. = POINT OF COMMENCEMENT A PALM 5. PAVING AND DRAINAGE DETAILS PP = POWER POLE O.R. = OFFICIAL RECORDS PSP = PHONE SERVICE PEDESTAL P•B- = PLAT BOOK 64.-----------COMPOSITE CONSTRUCTION PLAN LLOVERAS BAUR & 8TEVSH . WATER AND SANITARY SEWER DETAILS 2 -17117 7.-----------SITE CONSTRUCTION SPECIFICATIONS ENGINEERS ' SURVEYORS - PIANN ERS OF . R.C.P. = REINFORCED CONCRETE PIPE (C) = CALCULATED SIZES AS SHOWN RW = RECLAIMED WATER (M) = MEASURED NOTE: ONLY TREES 4" D.B.H. OR LARGER WM = WATER METER (P) = PLAT HAVE BEEN LOCATED AND SHOWN. Phone: (727) 784-3965 # B 0000208 Fax: (7) 784-8153 7 29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 33761 CONSTRUCTION PLANS JOB No. 33895 SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST I PROPOSED EROSION I CONTROL (SEE DETAIL SHEET No. 5) LOT B • PROPOSED I ROLL-OUT DUMPSTER T,B.M. ~2 ,2 ~ I I STAGING AREA EL, ° 4.32 I I x.32 I 0' 10' 20' 40' I I l a 20 SCALE IN FEET I PROPOSED GARAGES 2oo'(P) x x I 3` 201.04 (F) Y a J 4 II ~ o ~ I ~ "E, P a PROPOSED EROSION 1510 O ~ I N.85 ~ a I I . U p ~ CONTROL I I I I I f Q O ~ N ~ 3 o (SEE DETAIL SHEEP No. 5) 0 .5 0 3 ~ ~ I ~I ~ ? Z GENERAL NOTES: I I ~ ..N ; ~ z ~ I ~ I I ~ ~I N cn t. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR I DETENTION ~ INTERVAL =ONE FOOT. I NOTE; I : I F AREA : 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FELD SURVEY. I ~ 5' 20 x20 . CITY.; OF CLEARWATER SIGHT DISTANCE I I ~ I TRIANGLE.. No. OBJECT6.IN:.THE SIGHT `DISTANCE I . 'O ~ I 3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS . I ~ N , is i p T.R,fANGLE :MAY: EXCEED. A:HEIGHT. OF ,30 I 26. 20 r SHEEfS "AS-BUILT' PLANS AND FIELD INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO MEASU D OM TH ADJAC NT DG I RE ..FR E.. E E .oF (TYP.) - n. CONSTRUCTION. PAVEMENL ! rn EXISTING WOOD I EXISTING WOOD DECK ' 20' 3 I 20' 4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. RADIUS = 5410.00' I ~ ~ EXisrlNC wooD cAtvu 5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, ~ ARC = 192,69' ~ ~ ~ ~ 'ING W000 CATWALK BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING / ~ I 32. ~ CHORD = 192.68 CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. ~ C.B. = N,03°43'35"W. I I I 6. THIS SITE LIES WITHIN THE CITI' OF CLEARWATER SANITARY SEWER I 10' DRAINAGE:EASEMENfi I TO E:VACATED < : Z. ~ RADIUS = I d• ~ B RADIUS = 5610.00' SERVICE AREA. N ARC = 19~ I - - ARC = 199.86` 7. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVICE • ~ SPA CHORD = O CHORD = 199.85' AREA. c~ _ C.B. - S.( ~ 4 Z. C.B. = S.03°4749"E. 8. ALL STRIPING, PAVEMENT MARKINGS, SIGNAGE AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO F.D.O.T. STANDARD INDEXES -LATEST d- - - ~ O a EDITION AND F.A.C. 14-110. z - c~ o:=a 9. ALL HANDICAP SPACES MUST BE CONSTRUCTED IN ACCORDANCE WITH \ © THE "AMERICANS WITH DISABILITIES ACT," THE CITY OF CLEARWATER ~ \ l P ~OJp: Q REQUIREMENTS AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING 2S' ~ m ~ II> I ~ WATERWAY (P) coNSTRUCTIDN. J >i \ Q ~ ~ EXISTING WOOD EXISTING WOOD DECK 10. AT ALL INTERSECTIONS OF SIDEWALKS AND PAVED AREAS A RAMP SHALL \ I I oo W`G I I BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. INDEX No. 304 AND (n I ~..H W, I I T.B.M. - N p. THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. _ I - ~ a ,i- POOL ' . I I ~ ~ ~ cn ~ I l 2 NOTE: I 20 W ~ : ' ANY RENOVATIONS AND/OR ADDITIONS TO I (TYP.) \\;~I THE EXISTING DOCK FACILITIES ARE NOT INCLUDED HEREIN AND SHALL BE THE I ~ N ~ SUBJECT OF A FUTURE PERMIT REQUEST. Q. • I ~ ~ • 0 TEMPORARY BENCH MARK ~1 _ ELEVATION = 5.94 • o l I . L _ ~ ~ . , PROPOSI PROPOSED EROSION SEf NAIL IN EAST SIDE OF POWER POLE CONTROL # 2-28031 LOCATED AT THE NORTHEAST PROPOSED TRASH I ~ ~ (SEE DETA (SEE DETAIL SHEET Na. 5) CORNER OF LOT 4 :I COLLECTION AREA I I " 26' ; TEMPORARY BENCH MARK ~2 I 20' ELEVATION = 4.32 I I I I ; (TYP.) 2~' TOP OF DISK IN SEAWALL LOCATED AT I I PROPOSED ~ ~ I I • ~ .v~ ` • - a: N SHADE ARE -PROPOSED THE NORTHEAST CORNER OF LOT 5 SHADE AREA I II rn , I PROPOS -PROPOSED POOL I . 211 r I I I ~ EQUIPME EQUIPMENT AREA PROPOSED EROSION I I I I ~ 20` CONTROL SEE DETAIL SHEET No. 5 I I I ~ ~ F ( ) I 201.29 ( ) BENCH MARK NOTE: I I N.8T17 43 E.(P) 200' P) ELEVATIONS SHOWN ARE BASED ON PINELLAS COUNTY BENCH MARK No. 144, ELEVATION = 12.607, NATIONAL GEODETIC VERTICAL DATUM-1929, UNADJUSTED. ROPOSED GARAGES P UTILITY NOTE: I ~ it ONLY SURFACE INDICATIONS OF UNDERGROUND UTILITIES HAVE BEEN LOCATED OR SHOWN HEREON. NO EXCAVATION WAS DONE TO LOCATE OR VERIFY UNDERGROUND UTILITIES. OWNER'S ACKNOWLEDGEMENT OF EROSION CONTROL REQUIREMENTS By. Mr. Greg Singleton ABBREVIATION LEGEND - BB = BOTTOM OF BANK B.F.P. = BACK FLOW PREVENTER CB = CATCH BASIN CL or ~ = CENTERLINE CO = CLEANOUT 6 2 B O6 MINOR LAYOUT CHANGES PER OWNER'S REQUEST CMM YbC CONC. = CONCRETE 5 12 5 05 PER S.W.F.W.M.D. REQUIREMENTS DNC 'LBC C,M.P. = CORRUGATED METAL PIPE D,I. = DROP INLET 4 11 03 05 PER CITY OF CLEARWATER REQUIREMENTS LTB ~ DIA. = DIAMETER 3 9 7 05 PER CITY OF CLEARWATER REQUIREMENTS CMM yJSIC 2 8 17 05 CORRECTED BOUNDARY INFORMATION ACL ~ D.I.P. = DUCTILE IRON PIPE EL. = ELEVATION 1 7 21 05 PER CITY OF CLEARWATER REQUIREMENTS RRD ES = ELECTRIC SERVICE No. DATE REVISIONS DRN. CKD.APP FL. =FLOOR GENERAL LEGEND FH = FIRE HYDRANT GA = GUY ANCHOR ISLAND WAY CONDOMINIUM GV = GATE VALVE EXISTING DENOTES PROPOSED INV. = INVERT IV = IRRIGATION VALVE SYMBOL LEGEND _ _ Ri ht-of-Wa or Pro ert Li JB = JUNCTION B x1 ,1 9 Y P Y ne _ ox ® CLEANOU 3a oR x 3a 1 LAYOUT AND EROSION CONTROL PLAN i.ilil LTP LIGHT POLE T _ Spat Elevation MB = MAILBOX CONCRETE _ X24" ^ `2a-' z4~" 2 ~~:;lv;,-~ ~ FLORIDA CLEARWATER PINELLAS COUNTY ; yx ~ , , , , M.E.S. = MITERED END SECTION ® DROP INLET ~ ~ ~ Contour ~ PREPARED FOR: DATE: JUNE 30, 2005 APRROVED,,6Y~U ~ r~l~~;.,:~,':, MH = MANHOLE n FIRE HYDRANT ASSEMBLY - - - - - MTP = METER POLE _ _ ~ Pavement GFB DEVELOPMENT, LLC. ~ DES.: T.G. Radcliffe } ~ y . r O.F.S. = OVERFLOW STRUCTURE ® FLORIDA POWER CORPORATION CURB o.i. MR. GREG SINGLETON ' o P6 = pnwFR anY TRANSFORMER PAD - -aDe- -L}- Storm Drainage ~~n~ ,~r~~,• 490A W. CORONA STREET DRN.: DNC , .d ~ JB C.B D.I. r J.B. - C.BL~ PP = POWER POLE 0 G.T.E. PEDESTAL LATERAL LATERAL TAMPA, FL 33629 CKD.: y ' PP/LT = POWER POLE w/ LIGHT B GATE VALVE - "L -4Se- - - a Sanitary Gravity Main INDEX OF DRAWINGS Phone: (813) 786-8087 SCALE: 1" = 20' S.' _ AN ° LL VERA ©&8508 PSB = PHONE SERVICE BOX M.H. ,o,~S WYE---"r & HANDICAP Z C M.H. C.a, PSP = PHONE SERVICE PEDESTAL JUNCTION BOX - - - -We- -W- - - Water Main I14EE" LICENSE~~ No.~' SHEEP Na. DESCRIPTION Fax: (813) 805-7283 FL ENG JOB No. 33895 FL SUAuEYOR & (MAPPER,LfCENSE No. LS 1762 R.C.P. = REINFORCED CONCRETE PIPE LIGHT POLE ® ,H, " -c,v, ~J-~- 1.----------- COVER SHEET , 11 „ , 2.-----------EXISTING CONDITIONS PLAN LLOVERAS BAUR & STEVENS SHEET ~ ~•H• c.v. RW = RECLAIMED WATER - - . --4FMe - Force Main TB = TOP OF BANK 0 SANITARY MANHOLE°FM 3------------ LAYOUT AND EROSION CONTROL PLAN 3 UG = UNDERGROUND 0 POWER POLE ----------4s/ce-------- Sub-Drain - - FS D- - - 4. COMPOSITE CONSTRUCTION PLAN 5.-----------PAVING AND DRAINAGE DETAILS ENGINEERS - SURVEYORS - PLANNERS of V.C.P. = VETRIFIED CLAY PIPE ® WATER METER WM = WATER METER ® WELL ® Water Meter 6------------ WATER AND SANITARY SEWER DETAILS Phone: (727) 784-3965 #LB 0000208 Fax: (727) 784-8153 7------------ SITE CONSTRUCTION SPECIFICATIONS 29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 33761 7 CONSTRUCTION PLANS JOB No. 33895 SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST I I - NOTE: • THIS :DRAINAGE PIPE .IS: A DIRECT; REPLACEMENT FQR THE _ ~ DETENTION AREA DRAINAGE ANALYSIS EXISTING DRAINAGE PIPS: (SHOWN: TO ,BL::REMOVED).: CURRENTLY ,RUNNING;BETWEEN,LOTS 4;;AN0 5 THIS PIPE`;:: f - nn Data: CARRIES::PUBLIC :DRAINAGE `FROM: ISLAND`.WAY BOULEUARO. TO I 1. Total Site Area =0.91 Acres THE INTRACOA$TAL WATERWAY. :NO CHANGES IN THE / CONTRIBUTING DRAINAGE ARFA.ARE:PROPOSED 1 / , ~ 2. Total Drainage Area = 0.91 Acres ~ I ~ ~ / 3. Proposed Stage Storage Data: . N 1 I~ EI. = 2.50 = 367 S.F. ~ I LOT 6 \ 0~ 0' 20' 40' EI. = 5.00 = 1,840 S.F. I ~`C PROPOSED 5' ~ MITERED ~ I CONCRETE ~ END SECTION n SCALE IN FEET Analysis: SIDEWALK B M 2 T. ~ I I PROPOSED 2 INV. EL. = 2.49 ~ NOTE: The detention system is designed to provide water quality treatment for the first 3/4" THE DETENTION AREA OUTFACE PIPE SHALL BE INSPECTED of run-off from the contributing drainage area. I EL. = 4.32 SAW CUT ;AND .MATCH I WATER METER / SEMI-ANNUALLY FOR STRUCTURAL DEFECTS AND THE I ~ I 30" R,C.P. INSTA I ~ EXISTING SIDEWALK-: I I - `PROPOSED 1 t)' : R.C.P. INSTALLED ACCUMULATION OF MARINE LIFE. STRUCTURAL DAMAGE SHALL Attenuation is nat required since the site has a direct outfall to The Gulf of Mexico. • I ~ ? J.B. No. 2 D.I. No. 3 THROUGH SEAWAI JUGH SEAWALL AT BE CORRECTED IMMEDIATELY AND RESTORED TO ORIGINAL PLAN CONFIGURATION AND ANY SIGNIFlCANT BUILD UP OF 20 TRANSITION: FROM :5 I I ~ DRAINAGE AND:..>. INV. = 1.64 I IDE CONCRETE I RIM EL, = 5.50 ~ GRATE EL. = 5.92 6.. VERTICAL l1TILITY: EASEMENT: W I _ ~ GROUT & SEAL 1 = 1.64 BARNACLES OR OTHER MARINE LIFE SHALL BE REMOVED FROM Water Quality: INV. S. = 2.01 R.C.p. INV. E. - 3.04 CURB . I SIDEWALK TO 4 WIDE _ 85 LE 30 ~ s PREVENT INFILTR~ UT & SEAL TO THE DRAINAGE SYSTEM. 0.91 Ac x 43,560 S.F. / Ac / 12" / Ft. x 3/4" = 2,478 C.F. Storage required TENT INFILTRATION. (2,524 C.F. Storage provided) t ~I I INV. E.-2.01 1 ~ ~ r I CONCRETE :SIDEWALK, I 0:20% :GR 201.04 F ~ . 20 I I I o PROPOSED `CLEAN=OUT II I i - 1510 E. :AN=OUT I I N.85 6 INV _ . (-)0,] 8 . SAW..CUT AND I I T . 5: B `.r ` 24" R.C.P. INSTALLED THROUGH SEAWALL AT INV. _ (-)0.34 Resultant water level = 5.00 I II I _ ~A_.. - s~ 5rB X PATCH EXISTING I ~ . I Q - HA \ FA I I J ~ GROUT & SEAL TO PREVENT INFILTRATION. Bleed down is accomplished through a filtration subdrain. :ASPHALT AND ;CURB I . • _ _ ti~ . • ~ I 3 . I _ ~ .1. ~ I ~ ° 1 LF x--13 LF - 24" CONTECH A-2000 P.V.C. 6. \ a I I s' I ~ ~ 0,20. o ~ 0.20 GR .CONNECT TO; EXISTING 12 : I II ~ .:yAA • :....I: • • . ° o I I ~ , ° ~ OVERFI 0 CITY OE CLEARWATER ;:WATER II u ~ w o OVERFLOW FIRE PROTECTION DEVICE CLEARANCE NOTE: NOTE: r; rr rr I 6; W I I ~ . \ ~ w MAIN W/ 12 x12 x6 ..WET PROPOSED . ~ • ~ z r I ..o......... ~ w °N I STRUCTURE A CLEAR ZONE OF 7~i' SHALL BE MAINTAINED ON THE FRONT AND BOTH WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE TAP -WITH ADJUSTABLE I ~':N • BIKE. RACK ~ o K ii ° GRATE El i, ~ 93 LF - 30 R C p.: l • • • . ' . N INV. W. = GRATE EL. = 5.00 SIDES OF THE FIRE DEPARTMENT CONNECTION AND FIRE HYDRANT. INSTALLED, THEY SHALL BE INSTALLED, COMPLETED AND IN SERVICE 116. , DOUE3LE CHECK; DEVICE 3 . ~ In m I I 2 ~ ~ 1`.53% GR ..:I I INV. W. _ (-)0.32 (FILTRATION SAD) PRIOR TO CONSTRUCTION AS PER NFPA-241. PROPOSED "NO 115EEr:DETAIL`: SHEET No:.6: • _ ~ ~ INV. E. = I,, N , 46 L INV. E. _ (-)0.32 PARKING FIRE PROPOSED FIE < : I ~ : I o, 46 LF FILTRATION SUBDRAIN TIE-BACK NOTE: T ASSEMBLY ~ 1 -'I ~ . • • , DETENTfON AREA DEPARTMENT HYDRAN~I PROPOSED ;20, I s a~ • I o :I a: I wooD DECK .(SEE ;K .(SEE SHEET No. 5 FOR DETAILS) ANY DEADMEN ENCOUNTERED DURING THE POOL /DETENTION AREA WILL CONNECTION SIGN II DRAINAGE AND ~F ~ ~ ~ x6 x6 TEE.. • • . ~ . I I I ,UTLLITY .EASEMENT. ~ 6 • , ~ ~ I I ~ • . • • . ~ Wooo CATWALK BE RELOCATED OR REPAIRED AS NECESSARY BASED ON THE STRUCTURAL ROOF DRAIN NOTE: ELK ASPECTS OF THE EXISTING SEAWALL BY A LICENSED MARINE CONTRACTOR. ~ - ~ .1 I / NOTE: PROPOSED FIRE ; ~ . ~ ~ • ~ : . . ALL WORK WILL BE IN ACCORDANCE WITH CITY OF CLEARWATER ALL ROOF DRAINAGE SHALL BE COLLECTED VIA ROOF DRAINS, GUTTERS , 2a~ o' a of cLEARwATER sICHT : ~ \ DEPARTMENT::CONNECTION. A ~ ~ I x2 REQUIREMENTS. AND/OR DOWNSPOUTS, AND SHALL BE DIRECTED TO DRAINAGE PIPING 1 Rs 63...• ~:I PROPOSED CLEAN-OUT DISTANCE TRIANGLE NO OBJECTS IN THE / I ~ \ '.6,~ • ' \ , .EAN-OUT SYSTEM. REFER TO ARCHITECTURAL PLANS FOR DETAILS, PROPOSED 4" STAND PIPE SIGHT:_DISTANCE;TRIANGLE MAY:EXCEED:.:A I RADIUS - .5.4.10,00 I ~ ~ WITH 4" GATE VALVE AND HEIGHT OF 30".MEASURED FROM :THE ~ I 1 ARC 192 (i9'-~' 11. ` .I ,'n~ CP: ADJACENT. EDGE: .OF PAVEMENT<-: : : I CHORb - 1.92.681 II:•:. . • . .R . :LF 18 ' a: 1~ STANDARD FIRE DEPARTMENT NOTE: -C,B. N.03:43 35 W. y5 , 0 8 0. GR . • .I ' F ~ ii EXISTING 30" R.t ®.0.2 ~ ~ 1. G ~TING 30" R.C.P. CONNECTION PER CITY OF ANY RENOVATIONS AND/OR ADDITIONS TO THE EXISTING DOCK 1 ,L. ' •I.. • tiA ~o:ao~\ ~ • . ~ ~ 0 40 0- ' ~ 2$%. TO BE REMOVED ~ I I. o• . BE REMOVED. CLEARWATER REQUIREMENTS. FACILITIES ARE NOT INCLUDED HEREIN AND SHALL BE THE DETENTION AREA NOTE: ~ ~ ~ ~ ~ ~ _:.-+x'0.40%' -s S/D~... • • ~n I _I I 3: q, :5.00% . , ~-6:5/D: G - 5:0o z;os~ -s s ~ 2 . ~ ~ ~ RADIUS - 561 IUS = 5610.00' SUBJECT OF A FUTURE PERMIT REQUEST. THIS DETENTION AREA IS DESIGNED TO MEET STATE AND LOCAL EXISTING CATCH BASIN TO=:BE. I N , - a-?~- ~n n : • . \ ~ ~ it • " ~ SPA ..w I I . .6x4. REDUCER,t . H • . _ = 199.86 WATER QUALITY STANDARDS AND ATTENUATION REQUIREMENTS. FOLLOWING RAIN THIS AREA WILL HOLD WATER FOR A PERIOD OF CONVERTED TO DOUBLE GRATE ~ ExISTINC CB a ARC - 199.86 i I TOP EL. = 4.37 I;~~y a~ • ~ . • . N ~ • • CHORD = 199. DROP INLET PER CITY ~ OF I INV. E. = 3,e3 1:.. ' a ~ • RD = 199.55 TIME. FOLLOWING HEAVY RAINS AND DURING PERIODS OF FREQUENT .I ~ 11 O De / C.B. - S.03 4, GLEARWATER SPECIFICATIONS,- INV. W. = 3.73 WK' : ~ ; . ' : ~ . ~ 3' • = S.03°47' 49" E. RAIN THIS AREA MAY HOLD WATER FOR LONG PERIODS OF TIME. 4.55 n u... 7• / ' I I s" ,x6 EE .~t, , f 1 6x6 MAINTENANCE IS THE CONTINUING FUNCTION OF THE PROPERTY EXISTING:::POWER POLE o ~ . OWNER. L~i P. a•. TO: BE RELOCATED ~ o Q . I ~ I _ _ _ a. _ ~ . , N . . I o.: ~ - D.I. ~ D.I. No. 2 I I .s~ GRATE T.B.M. #1 - ~ I . ~ INV. W. GRATE EL. = 5.92 INV. W.=2.84 EL. - 5.94 I I .r. o. ...I : . : 0~:.•....,• INV. S. ~I INV, s. = 2.s3 GENERAL NOTES: PROPOSER 5 I - . l ` , i POOL INV, E. INV.. E. = 2.63 1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR LK II I . I , ~ • u, I CONCRETE SIDEWA . I INTERVAL =ONE FOOT. I SAW CUT AND. MATCH I I.I~ < o ~ I I • . o : o : • . . 1. . .I, ~ cn WOOD DECK rI ~ EXISTING SIDEWALK ~ ~ ' ~--WOOD DECK 2, ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. CUT Np I 1 o ' .r . SAW A ~ •:.I ~ 76 LF - 18 R,C,P. PATCH EXISTING ( • . ~ . I . , ..Q;. ; • 18° R.C.P. 3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS ASPHALT AND ;CURB , ~ ~ . ~ ` ~ ~ • o. . GR SHEETS "AS-BUILT' PLANS AND FIELD INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO ~ •.....I .........I I II 1 CONSTRUCTION. I I _ a. •.L.:. EXISTING:.MH I I I, II. •~h,' ' . - o I 1 1- - I~ . . . , . . RIM EL - 4:75. I ( J.B:.. No...1 ' ` 4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. INV: N. _ {..-5A~) I I- - ' ' I • I . RIM ; EL, =:;;5.62 PROPOSED INV::: S (=5.OOa I I _ ~ • ~ . I. . ' : ! INV.:'W, ;3;43 •:.••BIKE?RAGK :I. PROPOSED:. I _ 5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, INV: N :3;43 . •'~.I INV: E. -.0.73 I ~ I a,. BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND I I . ~ ~ • > Q. OUTSIDE .DROP. o I ? I • .I Lo , , D.I. ~ D.I. NO. ~ ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. UNIT REQUIRED} III I ~ • to , . t I I , Q . ~ GRATE GRATE EL. = 5.92 6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER I S I • °.o~... I I I . Q . , . ti:.~ . . I ~ ~ . I . ' INV. r INV. N. = 2.84 SERVICE AREA. ...6 o.. •h~: 20 ~ I II , 7. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVICE ~ I 9~ 5' 'PLUG e4 -(F:: ~ . I I p 6 VERTICAL CUR AREA. I ~ I Q4p ; 8: ~ 5 INV. - 1.42 P~ I I g.c S Z I c , 8. ALL STRIPING, PAVEMENT MARKINGS, SIGNAGE AND TRAFFlC CONTROL 3 I ~ R ~ I I I 201.29 (F) DEVICES SHALL CONFORM TO F.D.O.T. STANDARD INDEXES -LATEST N I I ~ ~ S r I ~ m N.8717 43 E,(P) u ~ I I 70 LF 6 P V.C•. 24 LF 6 P.V.C. LATERAL EDITION AND F.A.C. 14-110. Q GR : ~ 1.04% MINIMUM GRADE ~ I 0.40 9. ALL HANDICAP SPACES MUST BE CONSTRUCTED IN ACCORDANCE WITH .I THE "AMERICANS WITH DISABILITIES ACT," THE CITY OF CLEARWATER .I PROPQSED FIRE I Q M.H. No. 1 REQUIREMENTS AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING I HYDRANT' ASSEMBLY o: I I _ ~ I RIM EL. - 5.00 M.H. No. 2 CONSTRUCTION. I I - i INV. E. - 1,22 10. AT ALL INTERSECTIONS OF SIDEWALKS AND PAVED AREAS A RAMP SHALL N I I _ RIM EL = 5.50 II I INV. W. - 1.12 ~ I I / INV. W. = 1.50 BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. INDEX No. 304 AND INV. N. = 1.67 I I I THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. v I I ®DENOTES 200 P.S.I. FIRE LINE TO BE BE SIDEWALK RAMPING NOTE: INSTALLED BY A LICENSED FIRE ALL INTERSECTIONS OF SIDEWALK AND PAVING SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. INDEX No. 304, AND SHALL BE EQUIPPED WITH SPRINKLER CONTRACTOR. A TACTILE WARNING SURFACE IN ACCORDANCE WITH THE CITY OF CLEARWATER SPECIFICATIONS. d 3 N I 6 2 B O6 MINOR LAYOUT CHANGES PER OWNER'S REQUEST CMM '!J~ AND ADDED FIRE STAND PIPE AT SEAWALL rU 5 12 5 05 PER S.W.F.W.M.D. REQUIREMENTS DNC '1JdIC 'jv 4 11 3 05 PER CITY OF CLEARWATER REQUIREMENTS CMM 'r~IC SI.? 3 9 7 05 PER CITY OF CLEARWATER REQUIREMENTS CMM 'fiC 2 B 17 05 CORRECTED BOUNDARY INFORMATION ACL ~!!IC 1 7 21 05 PER CITY OF CLEARWATER REQUIREMENTS CMM 'Jbe! 'i? No. DATE REVISIONS DRN. CKD.APP. GENERAL LEGEND ISLAND WAY CONDOMINIUM EXISTING DENOTES PROPOSED - - - - Right-of-Way or Property Line ~ COMPOSITE CONSTRUCTION PLAN 38x1 OR x 381 1 `;~I;,',,.I FLORIDA S of Elevation P EXISTING FIRE _ r24- 25- - 24~i5--- CLEARWATER PINELLAS COUNTY , . , , , HYDRANT ~ , ~ Contour PREPARED FOR: DATE: JUNE 30, 2005 APPROVED~BY;~O ~1.01r • _ _ _ Pavement GFB DEVELOPMENT, LLC. DES,: T.G. Radcliffe r'~ ` CURB D.I. MR. GREG. SINGLETON DRN.: DNC ~ ~ ~ o~ c 4208 W. CORONA STREET ~ ~ 1 ~ , - -4De- -(1- Storm Drainage ~~n~I~PI~ .I, TEMPORARY BENCH MARK #1 J.B.-e- C.B-~D.I. ~TERA~ J.B. -qt ELEVATION = 5.94 TAMPA FL 33629 ~LATERAL - Se- - - Sanitary Gravity Main SET NAIL IN EAST SIDE OF POWER POLE -Wm wvE?S wvE INDEX OF DRAWINGS Phone: (813) 786-8087 SCALE: 1 = 20' S. , AN " LLB ERAS'. M.H.-If C.O. M.H. C.o. # 2-28031 LOCATED AT THE NORTHEAST SHEET No. DESCRIPTION Fax: 813 805-7283 FL ENGINEER'S,,LIC ENSE ND„'PE,'8508 ( ) JOB No. 33895 FL SURVEY09 MAPO~A~~•LICENSE No. LS 1762 DITIONS PLAN I MARK NOTE: 3, LAYOUT ANDNEROSION CONTROL PLAN LLOVERAS BAU R & ST~ ~ ',E,N8,4. SHEET - - - -We_ - - Water Main W CORNER OF LOT 4 BENCH MARK NC - - ----<FMe- - Force Main o.4vFM- TEMPORARY BENCH MARK #2 ELEVATION = 4.32 ELEVATIONS SHOWN ARE ----------qS/De-------- Sub-Drain - - -w-S/D- - - MARK No. 144, ELEVATIC NS SHOWN ARE BASED ON PINELLAS COUNTY BENCH 4.-----------COMPOSITE CONSTRUCTION PLAN ® ENGINEERS -SURVEYORS -PLANNERS OF. TOP OF DISK IN SEAWALL LOCATED AT VERTICAL DATUM-1929, 144, ELEVATION = 12.607, NATIONAL GEODETIC 5.-----------PAVING AND DRAINAGE DETAILS DATUM-1929, UNADJUSTED. 6.-----------WATER AND SANITARY SEWER DETAILS Phone: (727) 784-3965 #LB 0000208 Fax: (727) 784-8153 ® Water Meter ® THE NORTHEAST CORNER OF LOT 5 7.-----------SITE CONSTRUCTION SPECIFICATIONS 28228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 33761 7 1 -1 CONSTRUCTION PLANS JOB No. 33895 INVERTED CROWN PAV'T S ECTI 0 N 8, TOWNSHIP 29 S 0 UTH, RANGE 15 EAST 2"x 2" ANGLE I 2"x 2" ANGLE IRON 1/2" MORTAR GROUTED IN PEf " " PC III As h Conc etch to be BEAM GROUTED IN PERIMETER ~ 48" ON INSIDE BEAM 8. 2' 8" X4-6 O.C./E.W. 4-1/2 P P Min. 2 min. th(cknesa or If this point is 6" 2" 6 Addlttonal ~4 ~ ~ match existing. wfthin 4 of an CORBELL as shown existing Joint, ~ ~ ~ 6' ~3 Dowel 4 Req. then replace to 2.. " / ' °0 Patch Resurface full width of 4 Min. the joint. ~ I - • ~ ~ \ ~ street on longitudinal Monolith(c Slab X X 8 Brick Masonry ~ ~ i ~ Replace Base Installations 3,000 psi Canc. • ~ . I I N 4" N ~ `I I N ~ a 15" I ' DETENTION AREA NOTE: 1 ' e , ' ~ THIS DETENTION AREA IS DESIGNED TO MEET STATE AND LOCAL WATER QUALITY STANDARDS AND N ~ 1/2" CLEAR ATTENUATION REQUIREMENTS. FOLLOWING RAIN THIS AREA WILL HOLD WATER FOR A PERIOD OF TIME. I I m CONCRETE PERIMETER BEAM FOLLOWING HEAVY RAINS AND DURING PERIODS OF FREQUENT RAIN THIS AREA MAY HOLD WATER FOR _ J . REINFORCED W/4 - #4 LONG PERIODS OF TIME. MAINTENANCE IS THE CONTINUING FUNC110N OF THE PROPERTY OWNER. X4-12 O.C.~E.W. ~ ~ 0° Exlsttng Concrete ~ , BARS CONT. ALL AROUND Replacement Base Undisturbed Exist Base io ; ' . e I AND #2 STIRRUPS AT 12° BUILDING WALL SECTION X-X Min. 1o" compacted 36-1/8" x 27-5/a' PLAN Limerodc » » GRATE TYPE C AS 1/8" x 27-5/8" STEEL - - fE TYPE "C" AS MANUFACTURED BY W W U.S, FOUNDRY CORP. FOUNDRY CORP. (#6611) 6. 12' Trench 12" 6„ 18" Trench 16" OR APPROVED EQUA Width Mln. Width Min. 1PPROVED EQUAL aw. a MINIMUM TOP OF BANK I Varies Varies T=Thickness of EL. = 5.50 MINIMUM TOP OF BANK orl anal Base Undisturbed r c Undisturbed Trench Side EL = 5.50 EXISTING SEAWALL - - Y Y g Compacted T en h Side ~ a. • d • o.: , CompOCted ~ BOCkfIII BO Ckfill I I :t• PLAN M 18 0.15' LOCAL DEPRESSION ROFILE GRADE WATER QUALITY LEVEL = 5.00 ~ T=6 until W exceeds - - ~ i 6', then T=8" SECTION Y-Y ~ / ASPHALT - ASPHALT ~ _ ~1 I I CONCRETE CONCRETE ° . 1 I Channel to be made with Varies ~ ~ "x 2" ANGLE IRON GROUTED 4 BOTTOM Pipe & Mortar IN PERIMETER BEAM r ELEVATION = 2.50 \ °r ASPHALT STREET AND DRIVEWAY CONCRETE REPLACEMENT REQUIRED Brick & Mortar ~ WATER QUALITY STORAGE REPLACEMENT REQUIRED FOR FOR UTILITY CONSTRUCTION " • °~a C.F. ti~ ~ . % FLTRATION SUBDRAIN in \ iv \ (3/4" OF RUN-OFF) PLAN ON PIPE UTILITY CONSTRUCTION NOTES: PLAN ON PIPE MINIM Detail of bottom construction DIMEN MINIMUM INSIDE ~ ' PRE-CAST UNIT OR ~ \ ~ AVERAGE ~ ELEVATION = 0.00 DIMENSION AT BASE ~ • CAST IN PLACE PER 1. For frame and cover details Grout flaw channel 3'-9° 3'-9"x 2'-8" (10 S.F.) PIPE PINELLAS COUNTY see Index No. 203 CITY OF CLEARWATER FLORIDA , ~ SPECIFICATIONS CITY OF CLEARWATER, FLORIDA 6' 2. Champher all exposed edges 3/4" ENgNEERING DEPARTMENT ENgNEERING DEPARTMENT W REN V~ BY 9 92 RENAro BY STREET AND DRIVEWAY DATE WIRE MESH ~ • . ~ 4" ALL AROUND 3. All concrete to be 3,000 p.s,i. ~ ez CHECKED BY JUNCTION BOX INDEX N0. CHECKm BY REPLACEMENT FOR NOTE: ALL CONCRETE PARKWAY ONLY 2D4 G L6 CG w ~a4NO. NOTE: ~ DESIGNED BY DESIGNED BY NCRETE & ASPHALTIC TO BE 3~ REV, DAZE DESCRIPTION APP, M G.B 1 of 1 REV, DATE DESCRIP710N App, TO BE 30D0 P.S.I. ° ' ' • ' ' ~ ' ~ c.M.H. CONCRETE SURFACES z op 2 . • i' • ~ ~ • ~ ' • • ~ DETENTION AND DRAINAGE SYSTEM EASEMENT/MAINTENANCE NOTE: THE DETENTION AREA AND ALL ON-SITE PIPING SHALL BE PRIVATELY MAINTAINED BY THE SECTION A-A LANDOWNER OR HIS DESIGNEE. 65' 20' PARKING BAY 12.5' 12.5' 20' PARKING BAY 2 - #4 REBA DROP INLET N01E' ALL SLOPES AND PROPOSED DRY DETENTION BASIN BOTTOMS SHALL BE SODDED WITH SOLID SOD 3 1 /2" NOT TO SCALE FROM THE AVERAGE WATER LEVEL TO TEN FEET (10 FT.) BEYOND TOP OF THE BANK, UNLESS PLANTED WITH SHRUBS OR GROUNDCOVERS, SHRUBS/OR GROUNDCOVERS SHALL BE NATIVE, p" " 0 10 " NONINVASIVE SPECIES AND SHALL BE PLANTED TO COVER NOT LESS THAN 15q OF THE SURFACE <,'J 18 ~ 6 CONCRETE CURB I I III IV ti`' 1I ° 0: 2' AREA OF THE POND'S SLOPE. TREES AND SHRUBS MAY BE GROUPED IN CLUSTERS AS MASSED CAR STOP ~ CAR STOP CLEAN OUT FITTING PLANTING. z ~ 6'-0" - WITH BRASS PLUG 8" ~ SLOP • " 4" FT , ' ~ E, 1/4 /FT -y~l SLOPE. 1 ' . NOTE: ~ COLLAR NCRETE TYPICAL DETENTION AREA SECTION REINFORCEMENT TO BE BY MANUF. STANDARDS, • CARSTOPS TO PAINTED "TRAFFIC YELLOW." • ~r • , s ~ a . ° \~r\~\~\~ NOT TO SCALE ~ /r /r / 5" THICK NON-REINFORCED 6" PVC BEND', ~ ~ - ~6~PVC :SHORT CONCRETE PAVEMENT SUB-BASE COMPACTED TO BEST AVAILABLE ....r. _ /ii //r\ MINIMUM COMPRESSIVE DENSITY w/RUBBER TIRE EQUIPMENT. STRENGTH 3,000 P.S,I. NOT 0 SC 6" SUB-DRAIN T ALE (SEE DETAIL AT RIGHT) , . r \/r~/~ / SPECIAL SUB-DRAIN NOTE: SUB-DRAINS MAY OR MAY NOT BE a REQUIRED DEPENDANT UPON SUB-SURFACE o° v° p °vv ° ~ ~O° ° ° PLUG. HIGH END FILTER FABRIC SHALL NQjE; 6° P.V.C. SUB DRAIN PIPE v / BE PROPER 4545 AS (PERFORATED IN LOWER SOIL AND GROUNDWATER CONDITIONS, THE NOTES: „ ENGINEER AND/OR OWNER WILL DETERMINE ~ \/r\/r~ MANUFACTURED BY NO LIMESTONE OR LIMEROCK SHALL I~I ~II a°~~ BE USED FOR ANY PART OF THE QUADRANT ONLY /r /r AMOCO FABRICS CO. ) 4"8" Min, 2~- 8" 8"4" Na. 4 Bars, 6 Grld THEIR NEED AT THE 11ME OF CONSTRUCTION, 1. Starm Sewers and Manholes to be In To Siab. ~a° vd v~ ° ° a ° ° w "~v°~w OR APPROVED EQUAL EFFLUENT FILTRATION SYSTEM. centered In Junction Box unless P No. 4 Bars, extra ~ / ~~o° ao v°O e ° ° /r /r /r WITH A PERMEABILITY 2' CLEAN SAND - //r~~ /r /r /r` , ~ COEFFICIENT OF 0.20 THIS FILTRATION otherwise specified in Plans. around o enln P 9 ~ /\~/\~\~\~FILTRATION .::~\~r~/r\/r~r~/r\r\r\/~~~/~ CM./SEC. (23.62 FT./ MEDIA SHALL HAVE A 2. All Concrete to be 3000 P.S.I. in Top Slab. / e _ \/\~/\~~\~S\~RAIN PIPE/i• //j~/~\/\/\/\//~ HOUR MINIMUM.) 8 COEFFICIENT OF 1.5 3. Chamfer all ex osed ed es 3 4". - - 00 P 9 / A + A OR GREATER AND AN + _ as NOT TO SCALE N I / ~ I N 4) ~ I .L .L N TYPICAL FILTRATION SUBDRAIN CLEANOUT ~ 2" - 3/8" GRAVEL ~ EFFECTIVE GRAIN SIZE ° EL. = 2.50 OF 0.20 MM TO 0.55 ~ o ~~\~~~/~~~j~~~\~~~~~~\\~~/ ~~~\~~~~~~~/~~Y/~~~j~~~//~~\~~, FILTER THDEEFI S~ NOT TO SCALE \~~~\~/~~\~/~\~I~~ EL. = 0.50 N ~0~~// / „ Far Manhole Ring and Cover > I \ / I_> _ ~ A RATE OF 5042 FT./ Details, See Index No. 203 '~~!l~~~~ ~l~ HOUR MIN. 3/8" GRAVEL ~ + / AVERAGE 21" NOTES: Sidewalk or Sod 1, ALL CONCRETE IS TO BE 3,000 P.S.I, MINIMUM. 12 Ga. ALUb CENTERLINE NOTE: A ~ ~ SUB DRAIN PROVIDE A 90' d' 2, EXPANSION JOINTS ARE TO BE PLACED AT 50' INTERVALS, 12 Ga. ALUMINIUM OR • 30 MIL POLYETHYENE IMPERVIOUS EL. = 0.00 UPTURNED ELBOW PLAN 3, CONTRACTIDN JOINTS SHALL BE PLACED AT 10' INTERVALS. FIBERGLASS Varies FIBERGLASS SKIMMER ~ ~ MEMBRANE WATER BARRIER W/CAP ON THE END (CONTRACTOR SHALL OF THE PROPOSED „ 6" 4, TOOL 1/2" RADIUS ALL EXPOSED EDGES. (CONTRALTO rn 8 Brick Walls 5. SOIL UNDER SIDEWALK SHALL BE THOROUGHLY PROVIDE SHl ~ ~a~i y PROVIDE SHOP UNDERDRAIN TO ~ i` .L COMPACTED, DRAWINGS FI DRAWINGS FOR l~ ~ ~ ALLOW FOR EASE OF ENGINEER'S APPROVAL B - B FUTURE LOCATION. m> v „ ~ ENGINEER S > Poured 8 Concrete Top Slab ~ :a . 4 ~ ~ 5' No. 3 Bars, 10" Centers -i.,.-~ ~ c•, . o o SLOPE: 1 4" / FT. L M ~ TYPICAL FILTRATION SUBDRAIN SECTION ~ in all walls. ' I I_f ~ , • d~ I I- BASE a a ••"a.;° ' , 1r o 0 0 ~ NOT TO SCALE 'II ,o.c n .F 8 Brick Walls. ~ °1 a' ' SUB-BASE • ~ p N I D) ` FOOTING SHALL BE USED INDEX OF DRAWINGS > ~ I WHERE WALK ABUTS PAVEMENT SHEET No. DESCRIPTION I I ~`o NOTES: v > I Grout Line I > 1. ALL CONCRETE IS TO BE 3,000 P.S.I. MINIMUM. 1.-----------COVER SHEET - - - - - - - - 2, EXPANSION JOINTS ARE TO BE PLACED AT 50' INTERVALS. 4 3, CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS, 5' ANGLE IRON FRAME AND 24" 2.-----------EXISTING CONDITIONS PLAN ~ 4, TOOL 1/2" RADIUS ALL EXPOSED EDGES, SLOPE: 1 4" / FT. 8" 24" 8" 3.-----------LAYOUT AND EROSION CONTROL PLAN x 32" STEEL GRATE TYPE 4.-----------COMPOSITE CONSTRUCTION PLAN r-L. 40" C- MANUFACTURED BY 5.-----------PAVING AND DRAINAGE DETAILS FLORIDA STEEL CORPORATION 6.-----------WATER AND SANITARY SEWER DETAILS . „ Poured 8 Conc. Bottom , ~ No, 4 Bars, 12 Grid, CITY OF CLEARWATER, FLORIDA OR APPROVED EQUAL 7. -----------SITE CONSTRUCTION SPECIFICATIONS a SKIMI in Bottom Slab Slab, 3000 P.S.I. ENGINEERING DEPARTMENT NOT To scALE SKIMMER REDjtANN BY DATE AQ TOP - CHECKm BY JUNCTION BOX INDE% N0. SECTION A A TOP ELEV. = 5.50 8" PRECAST CONCRETE DESIGNED BY NON -TRAFFIC TYPE so9 NOT TO SCALE GRATE ELE REV. DATE DESCRIP110N APP. ~ ~ ~ GRATE ELEV. = 5.00 WALLS TO COMPLY WITH F.D.O.T. INDEX No. 200 BOTTOM ELEV. = 4.50 _ _ _ 2 12 5 05 PER S.W.F.W.M.D. REQUIREMENTS DNC ~ 30 LB, FELT N BOTTOM EI RETAINING WALL 1 9 7 05 PER CITY OF CLEARWATER REQUIREMENTS CMM TARPAPER No. DATE REVISIONS DRN. CKD.APP. NOTE: CONC. PERIMETER BEAM POST (OP110NS: 2" x 4" OR 2-1/2" MINIMUM ~ ~ " DIAMETER WOOD; STEEL 1.33 Lbs/Ft MINIMUM) 6 SUB-DRAIN USE 6 PERFORATED P.V.C. PIPE FOR W/ 4 - #4 REBAR CON T C~N~T BOTTOM ISLAND WAY CONDOMINIUM SUB-DRAIN AND REQUIRED FITTINGS. ALL AROUND AND #2 2 ELEV.= 2.50 OPTIONAL POST POSITIONS Q " I SOLID PIPE AT JUNCTIONS AND CATCH STIRRUPS ~ 12" O,C. ~ 3/8 ROCK BASINS, PLUG HIGH ENDS AND COVER lil- _ ~I - PAVING AND DRAINAGE DETAILS 6' MAXIMUM FILTER FABRIC IN ~ 20'f (DA.T. SPECS.) OUTFACES WITH HARDWARE CLOTH. =11I__~_ III- I24° CONTECH A-2000 P.V.C. ,~~~~~aaill w RINCIPL CONFORMANCE WITH E POST POSITION " » 8 2" ~ (CANTED 20' TOWARD FLOW 6 6 6 PERFORATIONS SHALL BE TURNED iv 111111-~ III I ~ ~.;SIO'~'' ~.w~ ~ IINV. ELEV.= 0.32 I I CLEARWATER PINELLAS COUNTY i. ~ ~,,1,' ~ FLORIDA SECTION 985 F.D.O,T. ) M DOWN. SPECIFICATIONS,) ig" - - - _ _ _ _ _ _ _ _y PREPARED FOR: DATE: JUNE 30, 2005 APPROVED, BY>'~0 L L` Uy• , ~ `r w GFB DEVELOPMENT, LLC. DES.: T.G. Radcliffe . \S, ` ' o ro FILTER FABRIC ~ z o 6" 6" FILTRATION I I II I I 1 I~~ ~ II I i MR. GREG SINGLETON DRN.: DNC ~ ~ ~ ',1! rr s t ~ cut FI nw r;11rn1 A ~ cl l0 111] A IAI un•rr- ~ °°na w rn~nnin rrorrr _ d' p a in @ v ~a . ~ 7rCVIPIL OUD URMIN NVIC: ` 5U KD.: SUtiUKAIN- " L.e T?tia~~~ -1 11- SIDE VIEW TAMPA, FL 33629 [J, M SUB-DRAINS MAY OR MAY NOT BE REQUIRED DEPENDANT UPON SECTION A-A SECTION B-B ELEVATION SUBSURFACE SOIL AND GROUNDWATER CONDITIONS. THE SECTION ENGINEER AND/OR OWNER WILL DETERMINE THEIR NEED AT THE NOTE: Phone: (813) 786-8087 CALE: AS SHOWN FL ENG N R'S/LICLOVERA PE;1 X08 Fax: (813) 805-7283 B N o. 33895 FL SURVEYOR • & (MA ER ` C6NS` N LS 1762 NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (LF). TIME OF CONSTRUCTION. THE DETENTION AREA OUTFALL PIPE SHALL BE INSPECTED SEMI-ANNUALLY FOR STRUCTURAL DEFECTS AND THE c~SHEET III SILT FENCE 6" ROAD DETEN11ON AREA OVERFLOW So TYPE I.OW STRUCTURE ACCUMULATION OF MARINE LIFE. STRUCTURAL DAMAGE SHALL LLOVERAS BAU R & STEVEIS 5 BE CORRECTED IMMEDIATELY AND RESTORED TO ORIGINAL SUB-DRAIN DETAIL NOT TO SCALE PLAN CONFIGURATION AND ANY SIGNIFICANT BUILD UP OF ENGINEERS - SURVEYORS - PLANNERS OF BARNACLES OR OTHER MARINE LIFE SHALL BE REMOVED FROM Phone: (727) 784-3965 #LB 0000208 Fax: (727) 784-8153 NOT TO SCALE THE DRAINAGE SYSTEM. 29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 33761 7 CONSTRUCTION PLANS JOB No. 33895 SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST ' , See Index Na. 301 3' TEMPORARY BLOWOFF " 2 Ball Valve 4 layers of brick AND SAMPLE TAP i' Hose Bibb Approved barrel Joint seals arE >int seals are ~ ~ Concentric cone (Flat cover "0-Rin s" and "Ram-Necks" 3/4 Galvanized g am-Necks" ~ ~ on shallow manholes 0' to ~ l 4' depth) 8" Brick ~ Steel reinforcement ~ 5" min. wall thickness P' type II acid resistant 2" Galvanized Da o I 4' Min. i cement 4000 p.s.i, o : ° : ° ~ " Grout fill o enin with P 9 D: I 2 /ft min. ~ non-shrink mortar 2" Corporation , o• Q O. . Poured Encasement Tapping Saddle - ~It b.; .°.p• i o - - - L - - - - - - - - ~ 2' oint in i e entr PIPE TYPE FlrnNG J P P Y SIZE 90' 45' zz 1 2' 11 1 4' EAD-END 1EE (Typical) 4• 3 t t t 4 t i 8' 4 2 1 1 8 1 Grout flow channel P,V.C. pipe requires manhole s' S 2 t t 9 2 adapter coupling by Flo to• s 3 t t to 3 Restrained 2" TOP CONNECTION NOTES Control, Inc., or approved t2• ~ 3 2 t tt 5 Tapped Plug 1. Precast manhole drop may be app water stop coupling. te• e 4 2 t i4 6 may be approved by City 20' 9 4 2 t t6 tt - Engineer. Shop drawing submittal 24' 10 4 2 1 22 13 ~g submittal required. 30• t2 5 3 2 2s n CITY OF CLEARWATER, FLORIDA 2. Drop required when 2' or over. or over. CITY OF CLEARWATER, FLORIDA 38• t3 e 3 2 30 2t END CONNECTION ENGINEERING DEPARTMENT 3. Manholes shall have an interior am n interior and exterior coating ENGINEERING DEPARTMENT 42• t4 e 3 2 34 z5 e.v.a~' TEMP BLOWOFF O6D24 91 of at least 15 mils dry thickness I ~y thickness PROLO EP214-351 aY PRECAST s"~ 48• t5 ~ 3 2 38 29 CHECI(m sr AND ~c sa Epoxi-Mastic or Ko ers bitumasti SAMPLE TAP aoa PP srs bitumastic black solution CHECKED 5Y SANITARY MANHOLE INDEx Na. 54' 18 7 4 2 40 32 ~S DETAIL ~s REV. DATE DESCRIPTIDN APP. ~ ~ 3OOM. G.C.H. 2 2 REV. DATE DESCRIP110N APP. OESIGNEO BY Q OF Z TABLE APPLIES TO 20 FOOT PIPE LENGTHS ~ 150 P.S.LG. TEST PRESSURE See Index No. 301 WITH 30 INCHES OF COVER OVER PIPE. NUMBERS SHOWN IN TABLE tdex No. 301 ARE THE NUMBER OF JOINTS FOR EACH SIDE OF FITTING. Sto Less Check Varies P EFFLUENT AND POTABLE WATER MAIN Varies Clay Brick MUELLER H14350 with Lack Wing and At Terminal Masanary RESTRAINED JOINT REQUIREMENTS Compression inlet or approved equal _ Manhole R 1/2" Cement / Q Threaded Corporation Stop , R = Q Plaster MUELLER H15008 i ~ m ' 8"x3"TEE 6"O.S.dcY. VALVE or approved equal r Bott A 3 A = Bottom Of 6"D.C.V.D 6"O.S.dt Y VALVE (TAP AT 45' ANGLE) o v a ~ R ~ Corbel 1" 6"O,S.dcY. VALVE 4 -d OR R.P.D. 6°x3"TEE 0 Brick 2 Joint in 66"REF. Saddle required on Pi a Entr " „ P Y 12 - D ~ 8 a 4 P.V.C. only T ical YP ~ ~ e 6"x3° E W/ ~ ~r-~"os,~ Y vu -O Water Service Tubin 0 ~ ~ 12 ~ 45" 2"x9" ED. FLANGE MIN. ONE JOINT " LOCATE PIP ~_LOCATE PIPE D.I,P. OR P,V.C, PIPE 9 . E ~ a a STAND HERE STAND HERE W/UNIFLANGE X Driscopipe 5100 or Endot/Yardley Saddle shall have double , , _ „ a' 2"x3" NIPPLE (BRASS), 4 D,C,V.D. 1 ~ N a ° 2"GATE VALVE do PLUG OR R.P,D, stainless steel stra s ' ~ ~ Blue Jet, SDR 9, 3408 Polyethylene 0 6 P _ . d ~ : ~ :d 3"NIPPLE (FURN.) with e ox coated o p y Square Bottom • _ =`~d~'- j-~y'~- ='-a~°~ ~ 3"x3" E W 2"x9"RED.FLMIGE 2°x3"NIPPLE (BRASS),2"G.V.dc PLUG ductile iron bod . ~ y Permitted Water Main 26'-0" "G" PLAN SE SECTION A-A NOTE: PLAN Crown of drop pipe -DEVICE MUST BE INSTALLED LEVEL D.C.V.D,-DOUBLE CHECK VALVE DEVICE shall match crown -ALL JOINTS SHALL BE FLANGED, „ R.P.D: REDUCED PRESSURE DEVICE 6 D.C.V. CHLORINATION TAP A B c D E F F G of outfall pipe for UNLESS OTHERWISE NOTED, VICTAUUC OR OR R,P.D, Shallow 0'- 4' 2'-6" 4' Max 3'-6" 24" Max 8" #3 8" #3 at 12" E.W. outfall pipes of 10" _ ~ w ~o COATS BLUE PAINT UNIFLANGE SPOOL Standard 4.1'- 6' 3'-6" 6' Max 4' 30" Max 8" #5 " or lar er. -ALL BELOW GROUND D.I. PIPE AND PIECE ALL VALVES EXCEPT 2" SHALL BE 8 #5 at 10 E.W. g FIRINGS SHALL BE POLYETHYLENE OUTSIDE SCREW do YOKE Dee 6.1'- 10' 3'-6" 7' 10' 4' 36" Max 12" 5 P # 12" #5 at 10" E.W. WRAPPED ~ GATE VALVES Deep 10.1'- 14' 3'-6" T 14' 5' 36" Max 12" #5 12" #5 at 10" E.W. NOTES ~LOw-- ~I 12~~ 12 MIN. ONE JOINT D.I.P. OR CITY OF CLEARWATER, FLORIDA 1. All concrete to be 3000 ps.l. CITY OF CLEARWATER, FLORIDA ~ DC-8' p2" P.V.C. PIPE WITH ENGINEERING DEPARTMENT 2. P.vc. pipe entry requires manhole adapter coupling by Flo Control Inc., or approved water atop coupling. ENGINEERING DEPARTMENT ,I UNIFLANGE R BVDBY OBD29 91 3. Manholes shall have a water proof Bituminous Coating Rt>~~ etr nA~ CHECKED BY CHLORINATION TAP INDEx N0. ~ the BxterlOr dE interior. Koppers bitumastlc black 0 ep/es Chq. Service Tubing type c.aN, G ~H, qOg solution 300M, or Proco EP-214. MANHOLE DETAIL MIN, ONE JOINT D.I.P. a~ raEx "a OR P.V.C. PIPE W 4" CONC. SLAB REV. DATE DESCRIP110N App, APPR01~E0 BY REV. DATE DESCRIPTION Af G.C.H. 1 or 2 o SANITARY SEWER 302 UNIFLANGE / W/6"x6" N0.10 WIRE 6 PIPE STANDS READ. D.I. PIPE-? 3d' MIN. DESCRIPTION APP. D.G B 1 of 2 ~ MESH REINFORCING 45 DEG. MECH. JOINT BELL- 45 DEG. MECH. JOINT BELL--~ io Pick Hole . BELL, ELBOW W/ BELL, ELBOW W/ \ ; , RETNNING GLANDS RETAINING GLANDS , • AT BOTH ENDS. AT BOTH ENDS. ` ti'' 1-1 /4 5/8 Min. 4 Re uired n.t.s. q THRUST BLOCK ELEVATION THRUST BLOCK ".r~.:..•'' m UMIiS OF B.F.P.D. ASSEMBLY c - L SANITARY Back of Curb 6" FIRE FLOW DOUBLE - - - - ~ Max, 15'-Min. 4' or t CHECK VALVE ASSEMBLY SEWER ? Non Skid " Edge of Pavement - Pattern 18 Min' ' RING HALF PLAN Re uired " q Re uired 24 Max. NOT TO SCALE iv ? ? ? ? ? q Distance Varies Valve Box L 36" B r7 ~ A DIMENSIONS -INCHES I 21" SOLID COVER I SIZE A B C D E Machined Surface 3 x z t/z x 2 t/z A 1/4 10 3/e 10 3/4 10 3/5 5 5/5 No. DATE REVISIONS DRN. CKD. APP ~ c ~ N ~ E 4 x 2 t/2 x 2 1/2 A 1/4 10 3/8 10 3/4 10 3/5 5 5/5 5x2,/2x2,/2 " t2,/5 ,25/8 "/2 ISLAND WAY CONDOMINIUM I~ 5 x 2 t/2 x z t/z tt t/a tD t/2 tt 5/8 t3 ax3x3 st/a ttt/e t2t/2 t2 t/2 ~t/2 L 22_3/4" o ~ ~ 5 x 3 x 3 11 1/4 it 12 1/4 12 5/B 7 1/2 5 x 3 x 3 11 1/4 11 12 1/4 13 o N ~ Mech. Joint Valve WATER AND SANITARY SEWER DETAILS r ' ONLY APPROVED CLEARWATER PINELLAS COUNTY FLORIDA 31 A PREPARED FOR: DATE: JUNE 30, 2005 APPROVED, ~BY.~ ` ; ~ ~ , RING - S Machined Surface Kennedy Guardian No. K-81A ECTION ' Muller Centurion No. A-423 •23 GFB DEVELOPMENT, LLC. DES.: T.G. Radcliffe yc ~ ~t ~ Minimum Wei ht 7 232 lbs. g SOLID COVER SECTION ~ u.S. Pipe Metropolitan MR. GREG SINGLETON a ~7A Ih~ I 4208 W. CORONA STREET DRN.: uDNC ` ~ " Minimum Weight 128 lbs.~'~ 'w TAMPA, FL 33629 LrcU.: 7= NOTES: NOTES Restraining Joint (Typ,) INDEX OF DRAWINGS Phone: (813) 786-8087 SCALE: AS SHOWN S. - AN ° _ VERAS,~ ; 1. Where roadway base is 8" or thicker use 9" ring, CITY OF CLEARWATER, FLORIDA 1. Steamer Connection to Face Street. SHEET No. DESCRIPTION Fax: (813) 605-7283 FL ENGINtER,S LICE~S No.,~PE`8508 JOB No. 33895 FL SURVEYOR-, M PER,,QCENSE No. LS 1762 2. All Fire Hydrants to have 5 1/4" Valve Seat, CITY OF CLEARWATER, FLORIDA „ ring all other cases 7" ring is permissible. 1.----------- COVER SHEET FIRE DEPT. 2------------ EXISTING CONDITIONS PLAN SHEET 2. Manufacturers model of storm ENGINEERING DEPARTMENT 3. Fire Hydrants Shall be Placed at Street Corners ENGINEERING DEPARTMENT ring and cover to RE AVM BY DATE REDRAWN BY VIENT 3.-----------LAYOUT AND EROSION CONTROL PLAN LLOVERAS QAUR & STEVENS : . be approved b City Engineer. B 91 or in the R.O.W. Adjacent to Side Lot Lines M.D. TYPICAL HYDRANT D ~ PP Y Y of is s2 - CHECKED BY SANITARY SEWER INDEX NO. Whenever Possible. CHECKED BY SETTING INDEX NO. o~ CONNECTION DETAIL 4._----------COMPOSITE CONSTRUCTION PLAN 15 92 5.-----------PAVING AND DRAINAGE DETAILS ENGINEERS - SURVEYORS - PLANNERS of DESIGNED MANHOLE COVER G.C.H. CROSS-SECTION 402 REV, DATE DESCRIPTION APP, BY 4. See Sheet 3 for Typical Connections & Fittings. REV. DATE DESCRIPTION APP, APPROVED BY 2 oF3 DEX 4 No. 'a2 NOT TO SCALE 6.-----------WATER AND SANITARY SEWER DETAILS Phone: (727) 764-3965 #LB 0000208 Fax: (727) 784-8153 1 OF 3 7. SITE CONSTRUCTION SPECIFICATIONS 29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 33761 7 D.O.B. 1 OF 3 T.C.J. CONSTRUCTION PLANS JOB No. 33895 SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST i e and i e arch shall have one-half inch minimum deep corrugations, and shall be galvanized The ductile iron i e and iron pipe and fittings shall be designed in accordance with ANSI specification.A21.50, and shall conform AL Corrugated steel metal p p p p p p R E I. and hot dip asphalt coated conforming to AASHTO M-36 and AASHTO M-190 (Type A) specifications unless otherwise to ANSI Specification A25.,, cification A25.51. The minimum thickness Class for pipe four inches and smaller shall be Class 51. A. DEFINITIONS indicated on the plans. All joints shall be water tight and resist leakage at a hydrostatic pressure of 2 psi. Gauges shall The minimum thickness Clc n thickness Class for pipe six inches and larger shall be Class 50. struction s ecifications, standards and plans to some agencies and entities that might have be shown on the plans; gauges are F.D.O.T. specifications. Reference is made in the con p pipe shall be coated as specified by the supplier of service. Mechanical joints and slip-on type joints ' diction over this ro'ect. The references are abbreviated by the tabulation below and shall mean the latest t e F.D.O.T. s ecifications Section 945 and also to Ductile iron pipe shall be ~ Juris P J Corrugated aluminum alloy pipe and pipe arch shall conform to h p ~ shall conform to ANSI Spe n to ANSI Specification A21.11. Mechanical joint glands shall be grey cast iron. Flanged piping shall requirements, editions and/or amendments of each. AASHTO M-196. The pipe and pipe arches shall not be asphalt coated unless shown on the plans or as required by the have 125 pound flanges c Fund flanges conforming to the requirements of ANSI Specification 816.1. orida De artment of Trans ortation Standard Specifications far Road and Bridge governing agency. Section numbers referencing FI p P I be rated for not less than 150 psi working pressure, shall be suitable for the service required, and st ction are iven herein according to the number system used in the 1991 Edition. Subsequent editions may be ted steel or aluminium i e shall be in accordance with the manufacturer's recommendations and shall Fittings shall be rated for Con ru g Gaskets for corruga P P renumbered. The intent is the appropriate section as stated and shall apply in spite of any renumbering. a minimum width of six inches and a minimum thickness of three-eighth inches, shall conform to the requi be m to the requirements of ANSI Specification A21.10. Fittings shall be lined and coated as specified for cast iron pipe. Pe• BBREVIATION AGENCY OR ENTITY Underdrain pipe shall conform to the specifications of ASTM D-3033 and F,D.O.T. specifications, Section 440. All material A wise shown on the plans, all pipe including P.V.C., D.I.P., and C.I.P. shall have a minimum cover of 24 and installation shall be as shown on the plans or per the governing agency and Engineer's requirements. The perforations Unless otherwise shown on F.D.E.P. Florida Department of Environmental Protection inches in un aved finish •o shall be turned down and conform to the specifications of AASHTO M-189. P 9 rpaved finish grade areas, and a minimum cover of 36 inches in paved areas and public rights-of-way. F.D.O.T. Flonda Department of Transportati n COUNTY ------------Apolitical subdivision of the State of Florida Catch basins shall be constructed of precast concrete. Precast concrete catch basins shall conform to ASTM C-76, Table The interior of all pipe an of all pipe and fittings shall be kept clean and free from dirt or foreign matter at all times. Restrained joints shall be MUNICIPALITY County, city or town III, Wall B, F.D.O.T. Index No. 200-F. oints shall be installed at all fittings as shown in the table of the plans. FDOH Florida Department of Health CHU County Health Unit The catch basin tap may be cast in place or precast. Each top shall contain atwo-foot diameter minimum cast iron Upon completion of the m ASTM American Society of Testing and Materials frame and cover placed within the concrete. expelled from the system, etion of the mains, the water system shall be subjected to a hydrostatic pressure test. All air shall be m the system, and the system shall be pressure tested by means of an accurate gauge. The pressure AWWA American Water Works Association stitute rtical het ht cannot va test shall be as specified e as specified by the Engineer, typically 150 psi for one hour minimum for the uncovered joints, and USASI United States of America Standards In The bottom of the throat opening shall be below the flow line of the curb, and the throat ve 9 ry 24-hour minimum for cov NSF National Sanitation Foundation more than one-half inch from the detailed plan dimension. nimum for covered joints. Uncovered joints are recommended. All leakage shall be corrected whereby Southwest Florida Water Mana ement District the pressure test will be c SWFWMD to Hi hwa & Trans ortation Officials Crete. Precast concrete dro inlets shall conform to ASTM C-76, Table III, diameter/mile or less as test will be acceptable; thereafter, the leakage shall not be more than 23 gallons/24-hours/inch of Ile or less as determined by the water system's inspector. The water system shall be flushed prior to AASHTO American Association of 5ta g y P Drop inlets shall be constructed of precast con P cent to each sterilization procedure that might be required for acceptance. Initial flushing shall be done CS U. S. Department of Commerce, Commercial Standards Wall B. and subsequent to each s EPA Environmental Protection Agency after completion of the by etion of the hydrostatic test. All lines will be sterilized in accordance with AWWA C-601 specifications American National Standards Institute (formerly U.S.A.S,I. & A.S.A.) Junction boxes may be constructed of the same materials as catch basins, drop inlets or sanitary manholes. An inside or and local governing author ANSI overning authorities' requirements. outside drop unit is not required. A two-foot diameter minimum cast iron frame and cover is required. three inches and smaller shall have a bronze or iron body and shall be bronze mounted, designed to The words "shall" and "will" are mandatory. The ward "may" is optional. Where a particular brand name appears with Gate valves three inches c " denote a roduct of unlit standard; therefore another brand of equal quality may be used, All covers shall be traffic bearing unless otherwise noted on the plan and in accordance with the governing agencies' operate at 200 psi workin or equal ,the intent rs to p q Y 200 psi working pressure. Gate valves four inches and larger shall conform to the specifications of b'ect to the En sneer's a royal. requirements. AWWA C-500, "Class 150" su J g PP All valves shall have ends D, "Class 150" with an iron body, bronze mounted, non-rising stem designed to open counter-clockwise. hall have ends or joints to match the pipe to which they are to be connected. Each gate valve shall can Lloveras Baur and Stevens. E. EXCAVATION be installed with an adjust The Engineer shall m , with an adjustable cast iron valve box and cover set at finished grade and well marked. All unsuitable material shall be removed such that no material remains within a field determined dimension of the outer :s shall conform to AWWA C-502 specifications and the local fire district requirements. Each hydrant The Contractor shall mean the person or firm performing the proposed installations. limits of an avement, curb or building pad, Unsuitable material shall include, but not be limited to, vegetation, palmettos, Fire hydrants shall conforr YP :t to a six inch minimum water distribution main. Agate valve with cast iron box and cover shall be trash, trees, tree limbs, tree stumps, tree roots or clay. All clay, clayey, impervious soils or unsutable soils shall be shall connect to a six inc The Owner shall mean the person, persons, firm, company, partnership or corporation developing the project. removed from paved areas to a minimum depth of 24 inches from the bottom of the pavement base, and shall be placed between the main een the main and hydrant, unless the main is a "fire line" only. The hydrant valve shall be 5 1/4 replaced with suitable material for compaction. The suitable material shall be compacted in layers to meet .the required inches, with two - 2r/Z ins two - 2r~Z inch nozzles and one - 4~/z inch pumper nozzle. The hydrant shall be installed plumb, and The Plans shall mean the site construction (working) designed drawings prepared by Lloveras, Baur and Stevens. The Plans density. Subdrains may be installed as necessary to meet the required density. In no case shall any impervious material the pumper nozzle shall f de ict the locations and elevations of each of the facilities, and are exclusive of these specifications in the specification of remain in the pavement area such that water will be restricted from entering the subdrain system. open counter-clockwise. nozzle shall face the pavement. The pumper nozzle shall be 18 inches above finished grade, and shall :r-clockwise. The hose threads and final paint .color shall conform to local fire district requirements. P rial t es. The h drants shall be con ma a yp Y :s shall be compression type with "break-away" facilities, and the operating .stem, threads shall not be a s F. SANITARY SEWERS located in the waterway. :he waterway. The Specifications shall mean the written detailed particulars of the project facilities which are, although part of the PI n , eneral material t es. The entire sanitary sewer system shall conform to the requirements of the F.D.E.P., and also the requirements of the local not intended to supercede plan notations regarding g yp :e pavement conduits shall conform to the plans and the requirements of the water utility supplying utilit receiving the wastewater. The system shall be constructed as shown on the plans, including the details. Water service pavement c~ Y and/or maintaining the sy ntaining the system. The conduits shall be P.V.C. or an approved equal, and will be placed as shown B. INTENT OF PLANS AND SPECIFICATIONS Sanita sewer i e material shall be of the sizes and material as shown an the plans. The pipe material shall be on the plans. rs. - 'ect b acce table en ineerin ractice that is respectful of ry_ P P The intent of the plans and specifications is to develop a prof y p 9 9 P polyvinyl chloride (P.V.C.), unless otherwise shown on the plans. ;e pipe material shall be galvanized steel, P.V.C., polyethylene, polybutylene or an alternate approved by the ublic's safety, health and welfare, and conforms to the requirements of any agency or entity having jurisdiction. Water service pipe materic P Main line pipe shall either be polyvinyl-chloride P.V.C., ductile iron, cast iron or vitrified clay. the utility and Engineer. rnd Engineer. The Contractor shall obtain all permits, licenses and approvals required of the Contractor by the governing authority and steel pipe shall be standard weight Schedule 40 with threaded connections. P.V.C. pipe shall be the from an and all agencies having jursdiction an the project pear to proceeding with any portion or portions of the project. P.V.C. sanitary sewer pipe shall conform to specifications and ASTM D-3034 SDR-35. Galvanized steel pipe shall Y re main line pipe. Polyethylene shall be Type III, Grade 3, Class C material, and shall conform to ASTM The Contractor shall also comply with the requirements of the Owner ar any governmental agency regarding bonds, same as the main line pi ' e uired. Ductile iron pipe and cast iron pipe, fittings, specials, joints and installation shall conform to the specifications for the D-1248 and ASTM PE-33 insurance, etc.,. if r q d ASTM PE-3306. The tubing shall also be manufactured in accordance with Commercial Standard No. water distribution system as mentioned herein. Ductile iron pipe and cast iron pipe do not have to be cement lined unless C.S. 255, or an approved rr an approved equal. Polybutylene tubing shall conform to AWWA C-902. All fittings shall conform to ar type service pipe material. Each service shall have a corporation stop at the main, and all service The Contractor is ovemed by the requirements of all permits, licenses, approvals, etc., that have been secured for the required by the local utility receiving the wastewater. the particular type service 9 construction whether obtained by the Contractors' forces or by others. connections and appurteni and appurtenances shall be subject to the approval of the Engineer and/or the water system supplying `ftrified clay pipe, fittings, specials and joints shall be extra strength and shall conform to ASTM C-700, ASTM C-301, ue re and to their ASTM C-425 and ASTM C-594 specifications. the water. Water service Water service locations will be marked on the curb with a durable paint.. The contents of the plans, details and specifications prepared by the Engineer shall be used with d g connections shall conform to the architectural plans and specifications, the governing agencies' meaning, function and purpose. The Engineer shall not be responsible for any deviations, unless written approval is granted Joints shall be Type III, compression "0" ring ar Type B, compression sleeve. Infiltration shall not exceed ASTM C-425 All building connections sl by the Engineer. or governing agency's specifications. Connections to cast iron shall be by use of adapters or per the manufactures requirements, and the nc s, and the Engineer. s ecifications ar an work s ecified and not shown on recommendations. Installation shall conform to ASTM C-12 specifications, governing agencies' requirements, and/or All work or materials shown on the plans and not mentioned in the p Y P ctor as if the same were both mentioned in the manufacturer's recommendations. Water meter and backflow the plans, shall be furnished, performed, and done by the Contra utility, the plans, and the r and backflow prevention device size, material and installation shall conform to the requirements of the plans, and the Engineer's specifications. specifications and shown on the plans. The trench for the sewer line shall be excavated to a minimum width and depth. Pipe laying shall commence at the lowest t e construction of the ro'ect that is not paint so that the spigot ends point downstream in the direction of flow. The trench shall then be backfilled, protecting the E'I. IRRIGATION SY` GATION SYSTE Should the Contractor, in preparing his bid, find anything necessary for h P ~ s he pipe from vertical or lateral movement. All lines and laterals shall be installed in straight lines with proper fittings at the mentioned in the specifications or shown an the plans, or find any other discrepancy in the specifications and plan , plan grade. The grade shall not rise or sag more than one inch vertically between two successive manholes; the Irrigation pipe material sh pe material shall be polyvinyl-chloride (P.V.C.), and shall conform to the same specifications as the shall notify the Engineer who will furnish an explanation, horizontal alignment between two successive manholes shall not vary more than three inches. water main pipe. Other pipe. Other material may be used subject to the utility's, Owner's and Engineer's written approval. s shall be as shown on the Ions. All material types shown in the specifications are not applicable to each ' s shall be laid to rovide 18 inches minimum vertical Material type P Gravit sanita sewers and force mains crossin under water mom p All fittin s and testin sh and testing shall be as indicated on the plans. All valves shall conform to the specifications for water e sal shown on the Ian sheets shall overn. The plans do not Y ry ( ) 9 arran ed so that g g and every project or situation, and the specified mat r P g clearance between the invert of the higher pipe to the crown of the lower pipe. The crossing shall be g valves. necessarily denote actual pipe lengths. The actual length between any junctions shall be established on the site, the sewer 'oints and the water joints are equidistant from the point of crossing with no less than 10 feet between any two J ci joints. Where the minimum 18 inch vertical separation cannot be maintained, the sanitary sewer shall be placed in a I. PAVING The Contractor shall examine the plans, specifications and site conditions in detail, both prior to commen ng sleeve or encased in concrete for 20 feet centered on the point of crossing. NG construction, and also continually until the site construction is complete. This section shall include n shall include the vehicular and pedestrian areas within the limits of rights-of-way or other areas as the plans. The areas are to be graded and constructed as shown on the plans, details and typical Where the sanitary sewer must cross over a water main, the pipes shall be centered as indicated above, and the water shown on the plans. The The Contractor shall insure paving and drainage improvements for a period of 18 months, and all other improvements fora main shall be placed in a sleeve or encased in concrete for 20 feet centered on the paint of crossing. Sections. period of 18 months after final governmental acceptance and the Owner's and Engineer's acceptance of all workmanship, materials and a ui inept which he installed and furnished. Any defects caused by the Contractor's forces or suFpliers Gravity sanitary sewers shall be installed at least 10 feet horizontally from any existing or proposed water main. The Alf backfill over any pipe qP within the eriod s ecified shall be corrected without additional cost to the Owner. Any defects that occur within the period distance shall be measured edge-to-edge. In cases where it is not practical to maintain the 10 foot separation, the over any pipe within roadway areas shall be compacted per F.DA.T. 'specifications, section 125-8.3. NOTE: P P hich are raven be and the Contractor's control, will not be the Contractor's responsibility to correct. water main shall be installed in a separate trench, or on an undisturbed earth shelf located on one side of the sewer, and Telephone, electric, irrigat speafied, w p Y electric, irrigation and water service pavement conduits shall be placed prior to installation of the ALL WORK SHALL COMPLY WITH THE CITY OF CLEARWATER TECHNICAL at an elevation so that the bottom of the water main is at least 18 inches above the top of the sanitary sewer. The subbase. The Contractor The Contractor shall coordinate these services. SPECIFICATIONS AND THE CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS. The Engineer shall not be responsible for any acts or omissions of any Contractor or Contractors or any other fersan water and sanitary sewer joints shall be staggered. performing work on this project. The Engineer also will not be responsible far the construction procedures, safet Subbase shall be stabilize loll be stabilized within the dimensions shown on the plans. The minimum Limerock Bearing Ratio (L.B.R.) ' incident thereto. Force mains shall be installed at least 10 feet horizontally from any existing or proposed water main. and density shall be as precautions and programs y shall be as shown on the plans, and shall be done in accordance with F.D.O.T. specifications, Section ' of the work. At road crossings with less than 30 inches of cover, and any part of the sewer line that may have less than 12 inches 160 (also. AASHTO T-180; AASHTO T-180). The percent of density refers to the standard method of testing using the Modified Acceptance by the Owner, Engineer and/or governing authority shall not warrant the quality of cover, the sanitary sewer shall be cast iron pipe, ductile iron pipe or concrete encased vitrified clay pipe for the length Proctor. The location an the location and frequency of tests shall be as determined by the Engineer and/or the governing agency sdiction. Subbase shall be of native material, only if it meets the required bearing value. Should native 'o and conduction dust, noise, the condition exists. Where trenches cross existing roads by the open-cut method, the backfill shall be placed in 12 inch having Jurisdiction, Subb Each Contractor shall comply with all applicable ordinances and laws regarding fire prevents n la ers, and careful) tam ed until cam acted to the same densit of the undisturbed soil. ill the required bearing values, acceptable and approved material shall be mixed until the bearing value is ' i ar ublic health and safet as ects. He shall also supply the Engineer, governing agency, and Y Y P P Y material fail the required safety, sanitary and sim I p Y P Drawin s of each utilit he installs of no extra cost. d location. These as well as the location of manholes, obtained. owner a set of As-Built Plans (Record g) Y The ends of pipe shall be well marked for later identification an , wyes and service laterals, shall be shown on the As-Built Plans. The As-Built data shall be fumished to the Engineer and Underdrain i e shall can pipe shall conform to the specifications of ASTM D-3033 and F.D.O.T. specifications, Section 440. All Owner b the Contractor upon completion of the work. P P material and installation C. JURISDICTION Y ~d installation shall be as shown on the plans or per the governing agency and Engineer's requirements. The Contractor shall be responsible for coordinating his work to ascertain that all requirements of duly authorized The erfarations shall be divisions sections Manholes may be constructed of solid clay brick or precast reinforced concrete. Solid clay brick shall conform to the P ations shall be turned down and conform to the specifications of AASHTO M-169. a encies, entities, political subdivisions of the State of Florida, muncipalities or their administrative ( ) s ecifications of ASTM C-32. Precast reinforced concrete shall conform to the specifications of ASTM C 478. II be lmerock, soil cement or an approved alternate. Limerock base material, installation and density aye been met. P Bases shall be limerock, h All manholes are to be water tight as required by the utility and as shown on the Plans, and also have channeled inverts shall conform to the F.D rrm to the F.D.O.T. specifications, Section 230. Soil cement base, if allowed, shall conform to F.D.O.T. as shown on the plans. Brick manholes shall be made water tight on the outside walls only, as shown on the plans. specifications, Section 27 S ins, Section 270, and the governing agency's requirements. Alternate bases, if approved, shall, conform uirements of the Engineer, governing agency, and the respective sections of the F.D.O.T. specifications. Precast reinforced concrete manholes are to be made water tight by a coat(s) of bituminous material and other accepts a to the requirements o material shall be placed on the subbase only upon completion and acceptance of the subbase. TREE PROTECTION AND REMOVAL methods at the joints of sections. The manholes shall be constructed so that the rim may be adjusted to comply with The base material shall I A. the different finish grade conditions which may arise. Each manhole shall contain atwo-foot diameter minimum cast The minimum base densi The Contractor shall obtain any and all necessary tree permits. iron frame and cover. Ladder rungs or steps are not to be installed in any manhole. um base density shall be as shown on the plans, and as required by the Engineer and governing agency. trial shall be thoroughly clean and free of debris prior to application of the prime coat. The base shall a ed. Should damn a occur to an i ches above the Base material shall be tt Tree removal shall be done in a manner whereby the remaining trees will not be dam g 9 Y A drop pipe unit shall be provided for a sewer line entering a manhole at an elevation mare than 24 n be primed with a rapid ~ with a rapid cure type sealant at a rate of 0.10 gallons per square yard. All materials and installation protected tree, the Contractor doing said damage shall satisfy the requirements of the County or municipality. The lowest manhole channel invert. o be removed, shall conform to F.D.O.T. arm to F.D.O.T. specifications, Section 300, the Engineer's and the governing agency's requirements. The - Engineers will not locate or designate the trees to remain ar t n on the Ions. The entire s stem shall be flushed, lumped, television inspected prime coat shall be cove Cleanouts shall be constructed as show p Y material may be used st E shall be covered with sand or screenings per F.D.O.T. requirements, Section 300. Alternate cover ray be used subject to approval of the Engineer and the governing agency. Excess material shall be Existing trees which have been designated to remain shall be protected per the requirements of the muncipality and/or (including tape), and visually inspected prior to acceptance. removed by a drag brooi y a drag broom or equal. agency having jurisdiction. Force mains shall be constructed usirig the same material and installation specifications (including restrained joints and A tack coat shall be apl CLEARING AND GRUBBING fittings) as the water distribution system as mentioned herein and shown on the plans. 72 hours after placing tl B. at shall be applied prior to placement of the final surface course. The tack coat shall be applied within after. placing the prime coat, or prior to placing the surface course. The tack coat materials, installation Site conditions shall include existin utilities, either aerial or underground. The exact locations of existing utilities shall be and application rate shal ation rate shall conform to F.D.O.T. specifications, Section 30D, the Engineer's and the governing agency's 9 G. WATER DISTRIBUTION SYSTEM determined b the Contractor. The Contractor shall also be responsible for notifying all existing utility companies prior to requirements. Y rts. d Burin construction. The Contractor shall be res onsible far the protection of all utilities, and shall also comply with The entire water distribution system shall conform to the requirements of the FDOH, and also the requirements of the local an g P course shall conform to the dimensions and thicknesses as shown on the plans and the Engineer's and the re uirements of all affected utility companies, public or private, utility supplying the water and fire protection. The system shall be constructed as shown on the plans, including the Pavement course shall c~ q details. governing agency's requii agency's requirements. The material and placement shall be in accordance with the "Pinellas County Clearing and grubbing shall proceed with due regard for all permits, ordinances and laws that may apply to tree, trash or Standards for Hot Bitt for Hot Bituminous Mixtures", if applicable, or the F.D.O.T. "Standard Specifications for Road and Bridge other unsuitable material dis osal. All trash or tree burning, if allowed, shall be performed so as not to create a public Water main pipe material shall be of the sizes and material as shown on the plans. The pipe material shall be Construction", if applicah P nuisance and shall be properly permitted. No unsuitable material, such as vegetation, trash, trees or clay, shall be polyvinyl-chloride (P.V.C.) unless otherwise shown on the plans. ~n", if applicable. The .type of pavement course shall be as indicated on the plans. disposed of by burying unless approval is obtained from the Engineer. Additional permitting may be required by a proposal - Concrete curbs and gutty curbs and gutters shall conform to the dimensions, locations, thicknesses, strength and elevations shown u Main line pipe and fittings shall be DR-26 P.V.C., DR 21 P.V.C., DR-18 P.V.C., DR-14 P.V.C, cast iron pipe (C.I.P.), or on the Ions, details, an tobry P ductile iron pipe (D.LP.). in accordance with F.D.C ins, details, and as required by the Engineer and governing agency. Materials and installation shall be once with F.D.O.T. specifications, Section 520. Minimum concrete strength shall be 3D00 psi. Curb +laced after acceptance of the subbase, and prior to placement of the base. C. GRADING d co er wire wound around the i e formin one shall be placed after acs All P.V.C. pipe shall be laid with an insulated 12 gouge A.W.G, solid strap pp P P 9 All earth moving shall be completed as indicated on the paving, drainage and detail Sheets. The Engineer shall be notified complete spiral per joint of pipe. This wire shall be continuous with splices made only by methods approved by the . • a a licable ater. This wire shall be secured to all valves, tees and elbows. Refer to City of Clearwater Sidewalks shall conform of any known or encountered sinkhole or other unusual natural fault development so that he may notify ny pp engineer and the City of Clearw details, and as required shall conform to the dimensions, locations, elevations, thicknesses and strength shown on the plans, rd as required by the Engineer and governing agencies. Concrete sidewalks only shall conform to the public authority. Contract Specifications and Standards. F,D.O.T. specifications, S~ ~ecificatians, Section 522. o shall be re onsible for dust control, erosion control, and any other measures necessary to protect adjacent All P.V.C. water mains two inches and smaller shall be DR-21. The DR-21 P.V.C. pipe shall be designed in accordance The Contract r p with AWWA C-900 standards. P.V.C. pipe shall be made from Class 12454-A or Class 12454-8 virgin compounds Traffic paint shall confoi property or the environment from harm due to the work. int shall conform to the color and dimensions shown on the plans and as required. Installation and shall conform to F.D.O.T. specifications, Sections 710 and 971-12, and also the Engineer's and governing No. DATE REVISIONS DRN. CKD.APP. conforming to AWWA C-900, Table 2, P.V.C., 1120, DR-21 as defined in ASTM D-1785. The pipe shall be color coded material shall conform t with a stamp thereon denoting a pressure rating of 160 psi at 73.4 degrees Fahrenheit (23 degrees Centigrade). The pipe, agency's requirements. requirements. D. DRAINAGE fittin s and s ecials shall conform to the NSF specifications, and shall bear the NSF approval label for potable water. The 9 P The storm drains e s stem shall be installed as shown on the plans and as specified. DR-21 P.V.C. couplings and joining materials shall conform to AWWA C-900. All DR-21 pipe, couplings dnd fittings shall Street name signs and 9 Y be adaptable for use with cast iron pipe ar ductile iron pipe. control or information, s ne signs and other sign materials and installation, when required for vehicular and/ar pedestrian traffic ISLAND WAY CONDOMINIUM information, shall conform to the governing agency's requirements. Storm drainage pipe material shall be of the sizes and material as shown on the plans. The pipe material shall be reinforced concrete unless otherwise shown an the plans. All four inch P.V.C. water mains shall be DR-14. The DR-14 P.V.C. pipe shall be designed in accordance with AWWA SITE CONSTRUCTION SPECIFICATIONS C-900 standards. P.V.C. pipe shall be made from Class 12454-A or Class 12454-8 virgin compounds conforming to AWWA The trench widths shall be as narrow as ossible, and beddin shall be well compacted around and above the haunches as C-900, Table 2, P.V.C., 1120, DR-14, as defined in ASTM D-1785. The pipe shall be color coded with a stamp thereon ERAL SCOPE P 9 THE GEN re uired to stabilize the i e. denoting a pressure rating of 200 psi at 73.4 degrees Fahrenheit (23 degrees Centigrade). The pipe, fittings and specials q PP JERAL SCOPE OF .THE WORK CONTAINED HEREIN IS SET FORTH ON THE PRECEDING SHEETS CLEARWATER PINELLAS COUNTY ,++"i:','„'~+, FLORIDA PLANS. SOME MATERIALS SPECIFIED HEREIN WILL NOT BE UTILIZED ON THIS. SPECIFIC PREPARED FoR: DATE; JUNE 30, 2005 APPROVED' 6Y~' shall conform to the NSF s ecifications, and shall bear the NSF approval label for potable water. The DR-14 P.V.C. OF THE PL~4NS. SO P GFB DEVELOPMENT, LLC. DES.: T.G. Radcliffe , , L L 01'e``' ~ I'; Installation shall conform to the F.D.O.T. S ecifications Sections 125 and 430. All i e shall be installed with proper couplings and joining materials shall conform to AWWA C-900. All DR-14 pipe, couplings and fittings shall be adaptable PROJECT. P PP fittin s at plan grade. All discharge open ends of pipe are to be protected with headwalls, mitered ends and/or rip-rap for use with cast iron pipe or ductile iron pipe. MR. GREG SINGLETON DRN.• DNC is ~ . : 9 with additional rip-rap as required by the Engineer or governing agency to prevent erosion. Rip-rap shall conform to the 4208 W. CORONA STREET - CKD.: 7K ' ~ ' 1TnnT c......:r:....it...... C....L..... ~7n All ..7.... ......~~.+....~....e~ rn+n in+iirn~~ eL~nu hn nlenn nnrl fron of ~ntirie All P.V.C. water mains six inches diameter shall be DR-18. The DR-18 P.V.C. pipe shall be designed in accordance with TeuoA CI ZiR70 _ _ IL4J'F-[3 -A or Glass virgin cumpuunutl culllunniny w pwnZ$ ur r.u.u.i aNcunwuuuna, acwun nn NNc uiw uNNuiwnwww ~auww~a~ AWWA C-900 standards. pipe shall be ma a ro upon completion. AWWA C-900, Table 2, P.V.C., 1120, DR-18 as defined in ASTM D-1785. The pipe shall be color coded with a stamp inmrn, i ~ VUVLV thereon denoting a pressure rating of 150 psi at 73.4 degrees Fahrenheit (23 degrees Centigrade). The pipe, fittings and INDEX OF DRAWINGS Phone: (813) 786-8087 SCALE: AS SHOWN FL ENGNEER'S LIO5NSE No. Pf?8508 Circular reinforced concrete pipe shall conform to ASTM Specifications C-76, Class III, Wall B. Elliptical concrete pipe shall specials shall conform to the NSF specifications, and shall bear the NSF approval label for potable water. The DR-18 SHEET No. DESCRIPTION Fax: (813) 805-7283 JOB No. 33895 FL SURVEYOR MAPPE tLIC SE No.' LS 1762 1. COVER SHEET SHEET conform to ASTM Specifications C-507. Gaskets shall conform to F.D.O.T. Specifications, Section 942, the specifications of P.V.C. couplings and joining materials shall conform to AWWA C-900. All DR-18 pipe, couplings and fittings shall be ASTM C-361, and the manufacturer's recommendations. Circular and elliptical pipe lifting holes shall be permanently mortar adaptable for use with cast iron pipe or ductile iron pipe. 2.---------- EXISTING CONDITIONS PLAN LLOVERAS BAU R & `ST EVEN closed before backfilling. 3.-----------LAYOUT AND EROSION CONTROL PLAN ® 7 4.-----------COMPOSITE CONSTRUCTION PLAN ENGINEERS - SURVEYORS - PLANNERS' of All round reinforced concrete pipe joints under pavement, driveways and sidewalks within public right-of-way shall be 5. PAVING AND DRAINAGE DETAILS wrapped with Mirafi 140 N filter fabric, or equal. Fabric shall be a minimum of 30" in width and centered on pipe joint. 6.-----------WATER AND SANITARY SEWER DETAILS Phone: (727) 784-3965 #LB 0000208 Fax: (727) 784-8153 7 7. SITE CONSTRUCTION SPECIFICATIONS 29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 33761 CONSTRUCTION PLANS JOB No. 33895 60 GENERAL LANDSCAPE NOTES 3 3 • 70 2/3 Tree drvphne Q NOS WR RI . 5 CU 4 ~ ° I . All plant materials shall be Florida # I or better and installed to highest nursery standards. Plants shall be ~ ~ SIGHT WR ZFU 6 HT healthy, free of pest and disease, 75 VISIBILITY Existing tree t MASONRY/ remain Existing tree to ' 2. All plants shall be container grown except as noted on plan. remain 3. All palms and trees shall have straight trunks with no twists, knotting or other defective characteristics. I TJV ~ ~ TRIANGLES 6 HT SOLID 6 HT. METAL NOS MASONR MASONRY PICKET (T~'P.) 6' HT SOLID 6' T. METAL WALL FENCE ALL SHRUBS ° 4. Mulch shall be 100% Pine Bark, installed to a minimum thickness of 2", ASONR MASON 0 TO BE ~ 5. Sod shall be 95% weed free St. Augustine "Floratam", installed with tight ~olnts, 0 PICKET METAL WALL EN , MAINTAINED 6. All dimensions shall be field checked by the Landscape Contractor prior to construction with any Ix4 pt rails discrepancies reported to the Landscape Architect. RI PICKET 14'~c.t. UNDER 30" HT. 48" lies ht 14' c.t 3 9 48"Height 2x4 pt post 7. All materials shall be as specified on the plans. If materlals, labor'or mstallation techniques do not adhere FENCE I ' .t. •t. 2 wR 24" De h 18' c.t. 14 c.t. 24" Depth Existing grade to the specifications, they will be rejected by the landscape Architect with specified materials and mstallation. •a carried out by the Landscape Contractor at no additional cost, 14 c.t." 3 3 8, No substitutions of materlals or changes to the drawings or specifications shall be made. o 50D 14' c.t. IX SR TF TREE PROTECTION DETAIL 9• All required permits are to be provided by the Installing contractor unless specifically stated otherwise in the specifications, y ` 18' c.t. 18 c.t. 18' c.t. 10. Contractor identification signs shall not be allowed on the project. 3 I I . Contractor shall be responsible for all Items as shown or described on this plan and specifications, CA 15 12. All proposed landscape and sod areas containing turf or weeds shall be treated with °Round-up" per 30 POM ° ~ manufacturer's speafications, 14 NOP Set tree f Set tree plumb, ' ~ . 3. Landscape Contractor shall provide all necessary site preparation required to ready the site for planting as Ri soD with top o with top of , . specified. 100 20 rootball I 3 above 6rn~ 0 rootball 1112" ° 14. The landscape Contractor shall•warranty and guarantee all materials and labor for a period of 90 days for 9bove 6rnsh ° shrubs and groundcover, palms and trees, Warranty and guarantee period shall begin upon date of completion. A POM LJT grade rade • • Rubber ho 15. All repairs andlor replacements shall be made by the Landscape Contractor within ! 0 working days upon Rubberhos ~~m; 45 X12 gauge I 14 c.t TJV 2" Mulch- ~ I z gauge ~nre notification of any defiaencies by the owner or their representative. ~ c ~I,~. ,,~,,`r 6 r; • • 2 :e•j~i t7i , . 3" Tree w~ 3"Tree wel pastic9a9red 16. All questions regarding the Landscape Plans and Specifications shall be directed to the Landscape ~ o fIEl; •1; SIGHT PSY 3 ZFU Finish grac Finish grad tape Architect at (727) 787-2840. ~:li ti~~~~ C'p., i N ~ 2x4 pt sta 2x4 pt stake ..~r~Ft3. o,,t~ FERTI LIZATI 9 '103 ANGLES 50 ~ CA Root ball- Root ball , «e; ng native O N ~ g (TYP.) 0 JC ALL SHRUBS 50 Nature soil Nature soil ~ ~ ~ a ! Im 15 backfdl ~P To BE LAM 14' ~,t. ARB backfill ro, ~ ~jgjE ~ ' u • ~ y MAINTAINED 8" 6" Shrubs and Trees ~ o~ ,-s• ~ LJT soD UNDER 30 HT. 50 TREE PLANTING DETAIL All trees and shrubs shall be fertilized with "Agriform" 20-! 5-5 planting tablets at time of planting and prior to ' mstallation of plant pit backfdl, Tablets shall be placed uniformly around the root ball at a depth that Is between ~ 15 LAM o the middle and bottom of the root ball. IX ~ • . G~ palm •.Y:i :fir: 25 p ~P ECKIN ARB Application Rate. Q- aim P p Nj~: NOP 3 I Gallon Container: I - 21 gram tablet 2 ~ A ° ~ -Set shrub 3 Gallon Container: 2 - 2 I ram tablets RO r~• 2 Mulch- • ~ ' plumb, with top g 2"Mulch • o o of rootball I" 5 Gallon Container: 3 - 21 gram tablets m o above finish 7 Gallon Container: 4 - 2 I ram tablets Finish Grade- I finish Grade •o grade Trees: 3 tab ets per each 112" caliper of trunk PcjY OL Root ball- Root ball -Existm native 6 DE KING Na i t ve soil- Native soil g ZFU backfdl backfdl 501' Groundcover Areas All groundcover areas shall receive fertdizatlon with "Ozmocote"time release fertilizer per manufacturer's 100 A ~ Sr • I8 c,t. SHRUB PLANTING DETAIL specifications. 14 4 , 15 OD ~ RI WR ARB 14 3 an 18 .Plant Materials schedule s IX CA IX Quantity Quantity Code Botanical Name Common Name S eclflcation I s' c.t. P 15 L p Spaang CKING ARB 3 ~ 4 200 200 A Seasonal Color Seasonal Color 6" pot 12" o.c. NOS 40 24 W 60 60 60 ARB Scheflera arbico(a Var Arblcola _ 3 gal,,, 24" ht. x 24" spr. 30" o.c. NO ~ cl I e' ~,t, 7" 24 c.t. 18' ~.t, RI g 35 18' c . 24' c.t. 18 c" 6 VER OD 9 ARO 5yagrus Romanzot"fiana Queen Palm 18' o.a. ht. 10' o.c. C RB SIGHT 12 12 CA Crinum asiaticum Crlnum ~!ly 7 gal., 30" x 30" 36" o.c. '~r•• - VISIBILITY -L4 CU Coccoloba uvifera Sea Grape 3 gal., 48" x 24" 30" o.c. , • TRIANGLES OD x~ (TYP.) 51 5 I IX ora spp. Nora Grant Ixora 3 gal., 24" ht. x 24" spr, 30" o,c. 70 14' .t. o 14' c.t, 9" m A H B JC ~ ~ • ~ I " i 4 . , ~ HT p LL s Ru s 120 I4 c.tG, HT MASONR TO BE 120 JC Jurnpe confertu Shore Jumper 3 al. 12" ht. x 18" ~ ~ ' ~.t, YI 100 MA50N / SO ID 6 HT. SAL MAINTAINED 100 LAM Lanaana c~1•a, Yellow Lantana I gal,, ! 2" ht. x 12" spr. 8" o c. 3 '22° 6' HT SOLID 6' HT. ETAL MA ON Y UNDER 30" HT. 6 R PICKET . L 6 LJT Llgustrum spp. Ligustrurn Tree 8' ht. x 8' spr, 10' o.c. ~ MA50NRY/ MASONRY PICKET ALL FENCE WR A 35 MET L WALL FENCE 5 35 POM Podocar us s ~ ~ Podocar us p pp• p 3 gal., 24" ht. x 24" spr. 30" o.c. ~ PICKET ~}0 40 NO Nerlum oleander pleander 3 gal., 24" ht. x 24" spr. 30" o.c. Q ~ WR FENCE 13 28 6 35 13 NOS Nerlum oleander "standard" Oleander Tree 10' ht. x 5' spr. 10' o.c. ~ ~ 3 TJV ZFU 35 3 55 55 NOP Nerlum oleander "petite" Dwarf Oleander 3 gal,, 24" ht. x 24" spr. 30" o.c. Z TJV CA RI NOS 2 2 PSY Phoenix dactyllfera MedJool Palm 10' c.t., matched ~ , 70 3 228 228 RI Raphlolepis Indlca Indian 1lawthorn 3 gal., 18" ht. x I S" s r. 30" o.c. "O 3 p Q CU NOS 3 3 SR Strelltzia regmae Bird of Paradise 7 gal,, 30" x 3011 5' o.c. ~ ~ ~ 183 183 TJV Trachelospermum Jasminoldes Var. Confederate Jasmine 3 gal., 12" ht. x ! 8" spr. 30" o.c. (n ~ _U 2 7 27 WR Washingtonia robusta Washmgtorna Palm C,T. as noted on plan min. 10' c.t, - 22 22 ZFU Zamla furfuracea Cardboard Palm 7 gal., 30" x 30" 5' o.c. i-~ ~ ~ ~ G a~ o - erime er ence a eva ion c a~ ~ 4" PRE-CAST 4' HT. METAL 24" X 6' HT. PRE-CAST STUCCO FINISH OVER CMU ~ a~ 10' o.c, PIER CAP PICKET MA50NRY WALL CAP WALL, MATCH BUILDING FINISH COLUMN 0 ORIGI~~ ~ ' , • . • . ' COPLEY DESIGN ASSOCIATES, INC. u ~ • : • • LANDSCAPE • ~ • • : NOV a8 2005 ARCHITECTS . • • . ~ . • . ~ ' ~ PLANNING DEPARTMENT 1666 Laney Drive • ~ . ~ ~ ~ ~ . CITY OF CLEARWATER N Palm Harbor, Florida 34683 Phone 727 787-2840 • . ~ ' • • • Fax 727 785-4017 E Landscape Architecture Site Planning " METAL PICKET AND 50 ID T L 6 H .MASONRY S Contract Administration MASCINRY 1NAI I WALL (AT END Of DRIVE 0 20' 40' 80' ISLES) JOB N0.2548 HOURS NOTE: SEE PLAN FOR WALL LOCATIONS AND STYLES BEFORE YOU DIG SHEET CALL SUNSHINE SCa~e II 201_011 EL e I 1-8 00-432-4770 GENERAL IRRIGATION NOTES 0 I . Install a new automatic Irrigation system to provide 100% coverage of all landscape areas. 2 Shrub risers Shall only be used In hedges or mass plantings. Risers shall not extend more than 2" above the 6' HT .SIGHT VISIBILITY MASONRY/ Installed height of the plant. All risers shall be schedule 40 pipe, painted black. In no case shall shrub risers be 6' HT SOLID 6' HT. ETAL TRIANGLES installed adjacent to walkways, driveways or other areas where they maybe damaged. MASONRY---- MASONRY PICKET % HT SOLID 6 HT. METAL A FE ALL SHRUBS 3. All heads Installed In planting areas along walks, drives and parking lots shall be 12" pop-up fixed spray MASONR MASON Y W LL NCE 0 15Q R PICKET r5R TO BE heads. All heads shall be Installed with the top of the spray body flush with finish grade. All groundcover areas METAL WALL FEN E MAINTAINED G shall be irrigated with 12" pop-up fixed spray heads and extensions as required. PICKET UNDER 30 HT. 4. All sodded areas shall be Irrlgated with 4" pop-up spray heads or pop-up gear driven heads unless FENCE 2 otherwise specified. o I H 5. Pipe, valves and other Irrlgatlon equipment may be shown in drives, walks or buddmgs for clarity only. Install a 15Q 15Q 5H all valves and other equipment in landscape beds for best accessibility and concealment. 6. Valves shall be Installed In a manifold within a valve box of sufficient size to service all valves wlthln the box. o 15H Valve box shall be free from any debris which may cover valves. Provide a 3" depth gravel sump at the bottom of 15H the valve pit. 15H 15 7. All Irrlgatlon equipment and installation techniques shall meet federal, state and local codes, regulations and ordinances. 8. All gear driven heads and all heads along walks, curbs, drives and parking areas shall be installed on flexible 15 15H polyethylene swing points. 9. Gear driven heads and fixed spray heads shall be Installed on separate zoneswhere possible. Preapitation 15H 15F rates and head type should be compatible within each zone. ~ 10. Gear dnven heads Shall not be installed m shrub areas or be Installed on users where possible. 'N I I . Controller shall be mounted as shown on plan 15H ISH 15F 12. All sleeves shall be schedule 40 pipe installed a minimum of 14" below grade. Sleeves shall be used only to install lateral irrigation Imes through, Sleeves shall not be used as a method to convey water through the o 2 system. p ~ SIGHT 15H 13. Adjust all heads to provide maximum coverage and effiaency and minimize overthrow. Irrigation heads shall QP~ ~ O "g VISIBILITY 15H 15F not spray over walks, drives or any other non-Irrlgated areas. ~ ~ a W • ' " TRIANGLES 14. Equipment shall be manufactured by, '"foro", "Rainbird" or "Hunter" or as otherwise Stated on the plans. ' (1'YP.) 0' - ALL SHRUBS 15. Contractor Shall field verify water source to deliver the proper pressure, pounds per square inch (PSI) and STATE u TO BE 15Q O water flow, gallons per minute (GPM) as required by the Irrlgatlon system, Notify the landscape Architect If there o MAINTAINED 15F 15H is any discrepancy. r~`J ~~F UNDER 30 HT. 16. All permits required for installation shall be provided by the contractor. ' ~ ~ ~ " 17. Refer to the Landscape Plans when locating all Irrigation equipment. Allow ample room near Irrlgatlon lilt.,..,. ~ • ' Or 15H 15H equipment for the proper Installation of trees, shrubs and other work shown on drawings to be installed. v~' ~G 18. All wires shall be installed In wire sleeves. l ~G F 15H 19. Contractor shall be responsible for all Items on the plan and Irrlgatlon specification. 0 Q- P 20. Contractor shall Instruct the owner on the full operation and maintenance of the Irrlgatlon system. 2 2 I . Contractor shall be responsible for all final repairs or adjustments to provide proper coverage to all landscape areas. 15Q 22. All questions regarding Irrlgatlon speaficatlons shall be directed to the Landscape Architect at (727) 787-2840. Z Contractor to verl reclalme water cQ fy sou e W 5H 15Q PIPE SIZING Cf1ART Finish Grade tl ¦1~1111~1 ~IIYIIIII Ipl 0-5 GPM 112" PVC PIPE Concrete donut Pop-up fixed spray head I 5H Locate Irrlga on con oiler nea pool equipment ~ at each head 6-10 GPM 314" PVC PIPE 15H Pol y ell Poly ell I I - 15 GPM I"PVC PIPE 18" poly flex pipe _ 15H 15 16-25 GPM I I /4° PVC PIPE 6 VERTICAL , 15H 15H 2 26- 35 GPM I I /2" PVC PIPE C RB SIGHT 36-50 GPM 2" PVC PIFE VISIBILITY 50+ GPM 2 112° PVC PIPE „ - TRIANGLES - 15Q - - - PVC lateral line pipe PVC Fitting 15Q r (IYP.) 6' HT ALL SHRUBS IRRIGATION SPRAY HEAD DETAIL ~ ~ 15 6' HT MASONRY/ TO BE MASONRY/ SOLID 6' HT. ~'AL MAINTAINED IRRIGATION LEGEND ~ 6' HT ~ SOLID 6 HT. ETAL MASONRY PICKET UNDER 30 HT. Symbol Specification L MASONRY/ MASONRY PICKET WALL FENCE METAL WALL FENCE ~5F-B Toro 5' Radius Full Circle Bubbler O PICKET ~ 5H-8 Toro 5' Radius Half Grcle Bubbler FENCE ~ 5Q-B Toro 5' Radius Quarter Circle Bubbler Q _ ~ ~ 5CST-B Toro 5' Radius Center Strip Bubbler \ s". Finish Grade I OF Toro I0' Radius Full Circle Sprayhead Concrete donut 10?Q Toro 10' Radus Three Quarter Circle Sprayhead at each head Pop-up gear dnven I OH Toro 10' Radius Half Grcle Sprayhead spray head I OQ Toro 10' Radius Quarter Circle Sprayhead Poly ell T OI 5F Toro 15' Radius Full Circle Sprayhead 18' poly flex pipe C OI 5TQ Toro 15' Radius three Quarter Circle Sprayhead O 15H Toro 15' Radus Half Grcle Sprayhead PVC fitting ~ ~ 15Q Toro 15' Radus Quarter Grcle Sprayhead ~ U QI 5EST Toro End Strip Sprayhead QI 5SST Toro side Strip Sprayhead PVC lateral line pipe ~15CST Toro Center5tripSprayhead IRRIGATION GEAR DRIVEN HEAD DETAIL O I-25F Hunter Full Circle Gear Driven Head 6 GPM .~.,1 O I-25ADJ Hunter AdJustable Radus Gear Drven Head 3 GPM C ®I-25 Hunter AdJ.IFuII Radius Gear Driven Head -Alternate O H Gate Valve L.1. ~Finish Grade Water Source-Existing Reclaimed ®HIIIEImluenn j,~^ O RN/ Water Meter -verify source location ~/rV ..r ® NetaBm Underground Drip Irngadon Install sleeves under all aved areas s'- Emitter flow = .9 GPH P ~ Emitter spacing - 12° 12" minimum depth ~ lateral zone hoes Y/ Techhne spacing = 16" v Install sleeves under all paved areas Q Burial depth = 4° I8' minimum depth ~ Mainline piping (schedule 40 PVC) Application Rate = I . I I %hour Remote control valve wires to be installed under mainline ® secure to mainline at 8' intervals with waterproof Toro Solid State Dual Program Controller tape wrapped 4 Mmes around pipe at each location with Ram Sensor Class 160 P.V.C. Lateral Line (max. flow 5 feet/sec.) V---.---- MamLlne-Sch.40I.5"PVC pipe IRRIGATION PIPE DEPTf1 DETAIL (max flow 5 feetlsec.) NOTE: IRRIGATION CONTRACTORSHALL INSTALL NETAFIM COPLEYDESIGNASSOCIATES,INC. UNDERGROUND DRIP AT THE BASE OF EACH INSTALLED L A N D S C A P E TREE. PROVIDE A MINIMUM OF 6 EMITTERS PER TREE. ~ ~ ~ ~ ~ ARCHITECT S INSTALLTREE IRRIGATION ON SEPARATE IRRIGATION ZONE AT CONTROLLER. SEE SHEET L- I FOR TREE LOCATIONS. 16b6 Laney Drive N Palm Harbor, Florida 34683 Phone 727 787-2840 Fax 727 785-4017 E Landscape Architecture Site Planning a ("nntrart A,dminictre+inn uuw uuvu 0 20' 40' 80' 48 HOURS @ ' I [FIR B N0.2510b BEFORE YOU DIG L= J SHEET CALL SUNSHINE SCa l e 1 r~ 0'-0~~ NOV O 8 2005 - I 1-800-432-4770 G CITY OF CLEARWATER ~7 "I 1 I I i A ~a r r 125 / 143 ISLAND WAY CLEARWATEI~, FLORIDA i 1 0 0 0 ~ '1 ~ i N ~ ~ ~ o o ~ O o1a1 U I ''1 N 8 ~ ~ o o ~ Z uJ ~ J ~ ~ 8 0 0 ~ O ZI ~ ~ ~ o o ~ o z ~ ~ ~ o o B o W: 0 o o ~ ~ ~ o ~ o ~ 0 ~ w~ m, o l ~ I- ~ ~ ~ Z W - ~ ~ Z o~ o V Q~~~0~1~~L W ~ Q Q ~ w Z BDG PROJECT NUMBER. 0501 ~ g~ Q _ w V ~ O CLIENT GENERAL CONTRACTOR ARCHITECT CIVIL CONSULTANT STRUCTURAL ~UCTURAL ENGINEER MECHANICALIPLUMBING CONSULTANT ELECTRICAL CONSULTANT GFB DEVELOPMENT LLC VOELLER CONSTRUCTION INC BESSOLO DESIGN GROUP LLOVERAS, BAUR & STEVENS KEM ENGINEE 4208 WEST CORONA ST. 4490 ALTERNATE 19 556 CENTRAL AVENUE 29228 U.S. HIGHWAY 19 NORTH 556 CENTRAL ~ ENGINEERS KEM ENGINEERS KEM ENGINEERS ~ ~ CENTRAL AVENUE 556 CENTRAL AUENUE 556 CENTRAL AVENUE - > TAMPA, FLORIDA 33629 PALM HARBOR, FLORIDA 34683 ST. PETERSBURG, FLORIDA, 33701 CLEARWATER, FLORIDA 33761 ST, PETERSB (813) 786-8087 (727) 785-9198 (727) 894-4453 (727) 784-3965 (727) 894-466 GFBDEVELOP~GMAILCOM SEAN~VOELLERCONSTRUCTION.COM KBESSOLO~BESSOLO.COM TRADCLIFFE~LBSONLINE.COM WCHANG~KE CONTACT: GREG SINGLETON CONTACT: SEAN SOMMERFIELD CONTACT: KEVIN BESSOLO CONTACT: TOM RADCLIFFE CONTACT: W PETERSBURG, FLORIDA, 33701 ST. PETERSBURG, FLORIDA, 33701 ST. PETERSBURG, FLORIDA, 33701 °o, l) 894-4668 ~ (727) 894-4668 (727) 894-4668 HANG@KEMENGINEERS.COM BREED@KEMENGINEERS,COM BKAZMIERSKI@KEMENGINEERS,COM ~ o W NTACT; WARNER W. CHANG, PE CONTACT, BRIAN S, REED CONTACT: BERNARD KAZMIERSKI 0- w ~ m O ~ z O w NQV 0 8 2005 ~ r ! PLANNING DEPARTMENT a CITY OF CLEARWATER d. Z z, 0 1~ f y•d, V, 4~ m i_ _ _ _ _ _ _ _ _ w.__-.__~ a. ~ FBC RE UIRED STRU T C URAL PROTE CTION ABBREVIATIONS GENERAL NOTES I LIST OF DRAWINGS UNDER SEPARATE COVER 3 ~???????o?o?? A K 1. THE INTENT OF THE CONTRACT DOCUMENTS IS TO ALLOW FOR THE PERFORMANCE OF THE WORK PER TABLE 601, 2004 FLORIDA BUILDING CODE CLOSED PARKING OPEN PARKIN OPEN PARKING AB ANCHOR BOLT KIT KITCHEN ALL ASSEMBLIES AND ACCESSORIES REQUIRED FOR THE EXECUTION OF THE WORK, THOUGH NOT GARAGE GARAGE GARAGE FLOORS 2-8 ®e??[~??0¦¦¦?? ( 100 1 DELTA NUMBER V ABOVE KO KNOCKOUT DETAILED IN THE PLANS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. UNLESS EXPRESSLY TYPE VA TYPE II A AB STRUCTURAL ELEMENT (PROTECTED) {PROTECTED TYPE II A TYPE I A STRUCTURAL POST-TENSION DRAWINGS ' (PROTECTED) (PROTECTED) PHASE (REFER TO PHASE ~ DELTA LEGEND) I NTERIOR DESIGN DRAWI NGS e e ? ? ¦ ¦ e ? ®e ? ACT ACOUSTICAL CEILING TILE KPL KICK PLATE STATED, ALL SYSTEMS AND EQUIPMENT SHALL BE COMPLETED AND APPROPRIATELY OPERABLE, PARTY AND FI ADJUSTABLE FURNISH AND INSTALL ALL SPECIFIED AND APPROPRIATE ITEMS, AND ALL INCIDENTAL ACCESSORY RE WALLS 1 1 1 4 (NA) SHEET INCLUDED IN THIS ISSUE CIVIL DRAWINGS ' e¦ee¦ee¦®®e¦e ADJ L AFF ABOVE FINISHED FLOOR LAM LAMINATED AND OTHER ITEMS NOT SPECIFIED BUT REQUIRED FOR A COMPLETE AND FINISHED ASSEMBLY. INTERIOR BEARING W ®¦¦¦¦¦¦s®®e¦¦n AIR HANDLING UNIT ALLS AHU LAV LAVATORY SUPPORTING MORE THAN ONE FLOOR, COLUMNS 1 1 ALT ALTERNATE LB POUND 2. NO WORK DEFECTIVE IN WORKMANSHIP OR QUALITY OR DEFICIENT IN ANY REQUIREMENTS OF OR OTHER BEARING WALLS. 1 4 LANDSCAPE DRAWINGS cc cc II GENERAL INFORMATION B E V Y ®L O ALUM ALUMINUM LBL LABEL THE CONTRACT DOCUMENTS WILL BE ACCEPTABLE DESPITE THE ARCHITECTS FAILURE TO DISCOVER OR SUPPORTING ONE FLOOR ONLY. 1 4 APPROX APPROXIMATE POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION. WORK CONFORMING TO THE INTENT OF 1 1 LF LINEAR FOOTIFEET SUPPORTING A ROOF ONLY. 1 1 ARCH ARCHITECT(URE) (URAL) LH LEFT HAND THE CONTRACT SHALL REPLACE DEFECTIVE WORK REVEALED WITHIN THE TIME REQUIRED BY 1 4 100 - G000 covERSHEEr DESIGN GROUP, INC. AUX AUXILIARY LHR LEFT HAND REVERSE GUARANTEES. NO PAYMENT EITHER PARTIAL OR FINAL, SHALL BE CONSTRUED AS AN ACCEPTANCE OF INTERIOR NONBEARING PARTITIONS 100 - G001 INDEX & GENERAL INFORMATION (THIS SHEET) ®e e e e e e ¦ ®e AVG AVERAGE M DEFECTIVE WORK OR IMPROPER MATERIALS. 0 0 0 0 l ARCHITECTURE ¦ DEVELOPMENT ' B MATL MATERIAL COLUMNS BFF BELOW FINISHED FLOOR 3. DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATIONS OF CONSTRUCTION ITEMS DENOTED IN SUPPORTING MORE THAN ONE FLOOR OR OTHER COLUMNS MAX MAXIMUM THE CONSTRUCTION DOCUMENTS SHALL BE INDICATED TO SCALE, IN CONTRASTING INK ON THE 1 1 ARCHITECTURAL DRAWINGS License#AA-COO2117 1 3 ~ 556 CENTRAL AVENUE BITIBITUM BITUMINOUS MECH MECHANICAL DRAWINGS FOR ALL RUNS OF MECHANICA SPRINKLER PLUMBING AND ELECTRICAL WO ~ U SUPPORTING ONE FLOOR ONLY. 1 1 1 3 ~ ¦ ST. PETERSBURG, FLORIDA ¦ BLD BOLLARD ~ ~ ~ RK, INCL DING SUPPORTING A ROOF ONLY. 1 MTL METAL SITE UTILITIES AND CONCEALED DEVIATIONS FROM THE DRAWINGS. UPON COMPLETION OF THE 1 BLDG BUILDING MFR MANUFACTURER 1 3 100 - AL1 LEVEL GARAGE -LIFE SAFETY PLAN ~ 33701 100 - AL102 LE 2 -LIFE SAFETY PLAN (727) 894-4453 I BLK(G) BLOCKING PROJECT THE ARCHITECT WILL PROVIDE THE CONTRACTOR WITH A REPRODUCIBLE SET OF ORIGINAL BEAMS GIRDERS TRUSSES & ARCHES MIN MINIMUM DOCUMENTS FOR °AS-BUILT° DOCUMENTATION, THIS SET SHALL BE CONSPICUOUSLY MARKED ' 100 - AL103 VEL 3 THROUGH 7 -LIFE SAFETY PLAN FAX (727) 896.8662 BLW BELOW MISC MISCELLANEOUS SUPPORTING MORE THAN ONE FLOOR OR COLUMNS. 1 1 1 3 100 - AL104 L EL 8, PENTHOUSE -LIFE SAFETY PLAN ¦ e ¦ ' BM BEAM MLDG MOULDING °AS-BUILTS' AND DELIVERED TO THE ARCHITECT. SUPPORTING ONE FLOOR ONLY, 1 1 1 g 100 - AL1 LEV ,ROOF -LIFE SAFETY PLAN BTM BOTTOM MO MASONRY OPENING SUPPORTING A ROOF ONLY. 1 1 gTW BETWEEN MOD MODIFIED 4. IT IS INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB AND ANY OMISSIONS IN 1 3 100 - A 10 ARCHIT L _ ~ ,~..a~ _ ,.d 100 - LEVEL 1; GA GE~-FLOOR PLAN BUR BUILT-UP ROOF MTD MOUNTED THESE NOTES OR IN THE OUTLINE OF WORK SHALL NOT BE CONSTRUED AS RELIEVING THE FLOOR AND FLOORJCEILING ASSEIv1BLIES 100 - A102 LEVEL 2 -FLOOR PLAN ( ) CONTRACTOR OF SUCH RESPONSIBILITIES IMPLIED BY SCOPE OF R 1 1 C MTG MOUNTING WO K EXCEPT FOR ITEMS 1 3 100 - A103 LEVEL 3 THROUGH LEVEL 7 -FLOOR PLAN SPECIFICALLY NOTED. CAB CABINET N ROOFS AND ROOFICEILING ASSEMBLIES 1 (NA) 1 (NA) 100 - A104 EVEL 8, PENTHOUSE -FLOOR PLAN ~ ~ 1 (NA) 1 1 f 2 100 - A105 EVEL 9, ROOF -FLOOR PLAN 'i CB CATCH BASINICOVE BASE N NORTH 5. SHOULD ANY PORTION OF THE CONTRACT DOCUMENTS PROVE TO BE FOR WHATEVER REASONS, EX ERI 100 - 01 LEVEL 1, GARAGE -REFLECTED CEILING PLAN CEM CEMENT T OR NONBEARING WALLS NA NOT APPLICABLE UNENFORCEABLE, SUCH UNENFORCEABILITY SHALL NOT EXTEND TO THE REMAINDER OF THE CONTRACT AND GABLE ENDS OF ROOF (96 INDICATES PERCENT OF 100 - AR1 EVEL 2 T OUGH LEVEL 8-REFLECTED CEILING PLANS l CER CERAMIC NIC NOT IN CONTRACT NOR SHALL IT VOID ANY OTHER PROVISIONS OF THE CONTRACT. PROTECTED AND UNPROTECTED HORIZONTAL SEPARATION (DISTANCE FROM 100 - 2 SO ELEVATION CG CORNER GUARD NO NUMBER COMMON PROPERTY LINE OR ASSUM WAt1 OPENINGS PERMITTED) ED PROPERTY CJ CONTROL JOINT NOM NOMINAL 6. THROUGHOUT THE DURATION OF THE PROJECT REFRAIN FROM ACTIONS THAT COULD LEAD TO THE LINE , 100 - A202 NORTH ELEVATION { CLG CEILING ) 100 - A203 WEST ELEVATION ~ 100 - A204 EAST ELEVATION NTS NOT TO SCALE FILING OF CLAIMS OF LIEN BY SUBCONTRACTORS, SUPPLIERS OF MATERIALS, LABOR, SERVICE, 0 FT TO 5 FT 3(046) 3(046) CLA CLEAR EQUIPMENT OR ANY OTHER INDIVIDUAL OR COMPANY SO ENTITLED UNDER GOVERNING LAWS AND OVER 5 FT TO 10 FT 2(1096) 2(1046) 3(046) 3 (096) 100 - A301 BUILDING SECT CM CROWN MOULDING 0 REGULATIONS UNLESS REASONABLE AND JUSTIFIABLE CAUSE CAN BE SHOWN, APPROVAL FOR OVER 10 FT TO 20 FT 2(2046) 2(209b) 2(1046) 2 (1096) i 100 - A302 BUILDING SECTIONS ~ J 2(209b) 2 (2046) CMU CONCRETE MASONRY UNIT OA OVERALL PAYMENTS SHALL BE CONTINGENT UPON THE CONTRACTORS OBTAINING AND FURNISHING TO THE OVER 20 FT T 30 0 FT 1(4046) 1(4046) COL COLUMN OC ON CENTER PROJECT MANAGER SIGNED RELEASES FROM SUCH INDIVIDUALS OR COMPANIES, OVER 30 FT 1(4046) 1 (4046) 100 - A303 BUILDING SECTION 0 0 CONC CONCRETE OD OUTSIDE DIAMETER 0 p 100 - A304 BUILDING SECTIO S 1 EXCEPTION N0.3 -705 CONN CONNECT(ION) OH OVERHEAD 7. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING CONTRACT DOCUMENTS, FIELD CONDITIONS - ~EPTION N0.3 -705,1 100 - A 05 STAIR TOWERS CTIONS AND DETAILS 100 - A3 6 ELEVATOR SE IONS AND DETAILS ~ , CONT CONTINUOUS NC NONCOMBUSTIBLE NA-NOT APPLICABLE OPH OPPOSITE HAND AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE (NL)-NO LIMITS 100 - A30 WALL SECTI S CONTR CONTRACTOR OPNG OPENING PROCEEDING WITH CONSTRUCTION, IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER CONST CONSTRUCTION OPP OPPOSITE COORDINATION ISSUES THE N RA R SHALL SUBMIT THE IN 100 - A401 UNIT A 1 D - NLARGED FLOOR PLAN & INTERIOR ELEVATIONS COT CTO M, WRITING, TO THE ARCHITECT AND BUILDING CLASSIFICATI N 0 CPT CARPET P THE PROJECT MANAGER, AND IS RESPONSIBLE FOR OBTAINING A WRITTEN CLARIFICATION FROM THE 100 - A402 UNIT A l D ENLARGED RCP & INTERIOR ELEVATIONS CT CERAMIC TILE pL PROPERTY LINE ARCHITECT AND PROJECT MANAGER BEFORE PROCEEDING WITH WORK IN QUESTION, OR RELATED 100 - A403 UNIT B - NLARGED FLOOR PLAN & INTERIOR ELEVATIONS 100 - A404 UNIT B ENLARGED RCP & INTERIOR ELEVATIONS OCCUPANCY. ' D PLAM PLASTIC LAMINATE WORK 100 - A405 UNIT -ENLARGED FLOOR PLAN & INTERIOR ELEVATIONS DEMO DEMOLITION GROUP R-2, RESIDENTIAL OCCUPANCY PLAS PLASTIC GROUP S-2, STORAGE -OPEN PARKING GARAGE 100 - A406 UNI C -ENLARGED RCP & INTERIOR ELEVATIONS DEPT DEPARTMENT PLYWD PLYWOOD 8, EXECUTE WORK IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, FEDERAL CODES, • DTL DETAIL ~ TYPE OF CONSTRUCTION: 100 - A407 N E I G -ENLARGED FLOOR PLAN & INTERIOR ELEVATIONS n PNL PANEL MANUFACTURERS RECOMMENDATIONS, TRADE AND REFERENCE STANDARDS INCLUDING BUT NOT 2004 FLORIDA BUILDING CODE FBC DF DRINKING FOUNTAIN PNT PAINT I ~ U• ( ) L MITED T0. B.C, SEISMIC CODES, N.E.C, NFPA, A.S.M•C, U,M.C, LATEST ENFORCED EDITIONS. FBC TYPE I A (LIVING LEVELS 2, 3, 4, 5, 6, 7 & 8), PROTECTED, FULLY SPRINKLERS 100 - A408 IT E I G -ENLARGED RCP & INTERIOR ELEVATIONS DIA DIAMETER PR PAIR FBC TYPE II A OPEN GARAGE LEVEL PROTECTED U .Y SPRINKLERED, 100 - A409 N T E 1 G -INTERIOR ELEVATIONS DIM DIMENSION ( , F LLY SPRINKLERED. PSI POUNDS PER SQUARE INCH 9. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN, DETAILS SHALL GOVERN OVER PLANS FBC TYPE V A (CLOSED GARAGE LEVEL), PROTECTED, FULLY SPRINKLERED. LERED, 100 - A410 UNI F -ENLARGED FLOOR PLAN & INTERIOR ELEVATIONS NKLERED. 100 - A411 UNI -ENLARGED RCP & INTERIOR ELEVATIONS j DISP DISPENSER PT POINT AND ELEVATIONS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS, WRITTEN ALLOWABLE BUILDING AREA PER 2004 FBC TABLE 503: 100 - A412 UNIT ~ INTERIOR ELEVATIONS DISTR DISTRIBUTION PVC POLYVINYLCHLORIDE SPECIFICATIONS SHALL GOVERN OVER ALL IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL TYPE I A I R-2, PROTECTED, FULLY SPRINKLERED - DIV DIVISION Q BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING WITH MAX ALLOWABLE =UNLIMITED AREA 100 - A501 ROOF TAILS ...E 100 - A502 DOOR D TAILS DN DOWN T U CONSTRUCTION, PROPOSED FLOOR AREA = 76,014 SF, 7 STORIES 100 - A50 DETAILS DS DOWNSPOUT Q Q ARRY TILE 100 - A5 4 DETAILS DWG DRAWING QTY QUANTITY TYPE II A S-2, PROTECTED, FULLY SPRINKLERED - 10. CLARIFY ALL DISCREPANCIES RELATIVE TO CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND FIELD MAX ALLOWABLE- 39,000 SF, 5 STORIES 100 - 01 DOOR SCHE ULE ~ ~ DBL DOUBLE R CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING WORK PROPOSED FLOOR AREA = 24,052 SF,1 STORY E RAD RADIUS 100 - 602 DOOR SCHED E & WINDOW SCHEDULE 100 - A603 FINISH SCHEDULE _ REF REFER(ENCE) 11, PROVIDE COMPLETE APPROVED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13 TYPE U A S-2, 100 - A701 PARTITION TYPES EA EACH THROUGHOUT BUILDING R1000UPANCY EJ EXPANSION JOINT REFL REFLECTED 100 - A702 PARTITION SCHEDULE EL ELEVATION REFR REFRIGERATION 100 - A703 UL DESIGNS REINF REINFORCE(D) (ING) +k`. MAXIMUM HEIGHT IN FEET PER 2004 FBC TABLE 503: EMER EMERGENCY SYMBOL ENCL ENCLOSURE READ REQUIRED TYPE I A R-1, PROTECTED, FULLY SPRINKLERED RES RESILIENT MAX. ALLOWABLE = UNLli~iITED HEIGHT J UNLIMITED STORIES J UNLIMITED AREA MITED AREA ELECTRICAL DRAWINGS EQUIP EQUIPMENT REU REVISION EWC ELECTRIC WATER COOLS i PROPOSED = 82'-8° {79.39' from NGUD of 10.12') f 8 STORIES J 100,066 SF R RH RIGHT HAND NORTH ~ i DETAIL SYMBOL F 100 - E002 ELECTRICAL SPECitm:CA ONS EWH ELECTRIC WATER HEATER TYPE II A S-2. PROTECTED, FULLY SPRINKLERED 100 - E101 ELECTRICAL LEVEL 'i, " ARAGE -FLOOR PLAN EXP EXPOSED/EXPANSION RHR RIGHT HAND REVERSE MAX. ALLOWABLE = 65' HrIaHT J 5 STORIES J 39,000 SF per floor RO ROUGH OPENING , DETAIL NUMBER 0 - E102 ELECTRICAL LEVELFLOOR PLAN ( EXIST EXISTING I~t)RTH ARROW SHEET NUMBER PROPOSED = 24,052 SF,1 :,TORY 10 - E103 ELECTRICAL LEVEIC3 TItiROUGH LEVEL 7 -FLOOR PLAN ~ EXT EXTERIOR RM ROOM TYPE U A S-2 F RTD RATED - 100 E104 ELECTRICAL LEVr~... ~ ' '',PENTHOUSE -FLOOR PLAN 100 - E401 ELECTRICAL UI~iT A -ENLARGED FLOOR PLAN MAX ALLOWABLE - 50' HEIGHT 4 S J STORIES J 21,000 SF per floor FD FLOOR DRAIN OFFIC ROOM IDENTIFICATION PROPOSED - 100 - E402 ELECTRICAL U IT B -ENLARGED FLOOR PLAN FDN FOUNDATION SCHED SCHEDULE(D) t 100 - E601 POWER RISER DIAGRAA~IAND CALCULATIONS ~ FE FIRE EXTINGUISHER SECT SECTION 101 OCCUPANT LOAD FACTOR PER F~3C TABLE 1003.1: 100 - E602 UNIT PANEL SCHEDULES AND CALCULATIONS FEC FIRE EXTINGUISHER CABINET SF SQUARE FOOTJFEET _ ROOM NAME R-2 RESIDENTIAL = 200 GROSS SF PER OCCUPANT FF FINISHED FLOOR SHT SHEET ROOM NUMBER S-2 STORAGE, OPEN GARAGE = 200 GROSS SF PER OCCUPANT 100 - E~603 UNIT PANEL SCHEDULES AND CALCULATIONS FIN FINISH(ED) SIM SIMILAR SWIMMING POOL DECK = 30 (aROSS SF PER OCCUPANT FIXT FIXTURE SPEC SPECIFICATION _ SWIMMING POOL WATER SURFACE = 50 GROSS SF PER OCCUPANT MECHANICAL DRAUU,INGS ' FLA FLOOR SQ SQUARE FACE OF EXTERIOR WALL REVISION MARKS MAXIMUM TRAVEL DISTANCE PER 2004 FBC TABLE SS STAINLESS STEEL 1015.1. 100 - M1 ~v(ECHANICAL LEVEL 1, GARAGE -FLOOR PLAN j FLUOR FLUORESCENT GROUP R-2 OCCUPANCY, PROTECTED, FULLY SPRINKLERED 100 - M2 ~C~HANICAL LEVEL 2 THROUGH LEVEL 7 -FLOOR PLAN FO FINISHED OPENING STD STANDARD TRAVEL DISTANCE SHALL NOT EXCEED 250 FEET 150 FEET TO CORRIDOR DOOf FR FRAME STL STEEL AREA REVISED WITHIN DWELLING UNIT 2004 FBC 1029.1122 )RRIDOR DOOR 100 - M3 ECH~NICAL LEVEL 8, PENTHOUSE -FLOOR PLAN E _ STOR STORAGE { ) FT FEETJFOOT R GROUP S-2 OCCUPANCY, PROTECTED, FULLY SPRINKLERED 100 - M4 MECHA ICAL LEVEL 9, ROOF -FLOOR PLAN d FTG FOOTING STR STRUCTURALISTRUCTURE - EVISION NUMBER SUSP SUSPENDED TRAVEL DISTANCE =UNLIMITED 100 - Ms oES cl N NA TIVE i.~ i 1 d ~ 1 ~ I ~ PROFESSIONAL SEAL FUT FUTURE G T COLUMN CENTERLINE COMMON PATH OF TRAVEL SHALL NOT EXCEED 50 FEET DEAD-END CORRIDOR SHALL NOT EXCEED 20 FEET GA GAGEJGAUGE TEL TELEPHONE _ TEMP TEMPERATURE MINIMUM CORRIDOR WIDTH AND RATING PER 2004 FBC SECTION 1016: PLUMBING DR INGS )16: / ~ GALV GALVANIZED 44° MINIMUM CLEAR. U ~ GB GRAB BAR TOJ TOP OF JOIST ,1 HO R FIRE RESISTANCE RATING 100 - P1 PLUMBING LEVEL 1, G AGE -FLOOR PLAN ~ , a ~ GC GENERAL CONTRACTOR TOS TO OF SLAB DOOR IDENTIFICATION _ , 100 P2 PLUMBING LEVEL 2 THR UGH LEVEL 7 -FLOOR PLAN 3 a a , ELEVATION TARGET CODES ro GWB GYPSUM WALLBOARD TYP TYPICAL - 100 - P3 PLUMBING LEVEL 8, FENT USE -FLOOR PLAN ~ O'~ ~ ~ H U EL= 00'-0° - DOOR NUMBER 100 - P4 PLUMBING LEVEL 9, ROOF -FLOOR PLAN N~V Q 8 ~~Q~ ! ~g5 O r PLUMBING~SPECIFICATIONSATTACHED PLANNINGDE i I' ~ 0 1 ELEVATION HEIGHT 2004 FLORIDA BUILDING CODE c , HC HANDICAP U UNDERCUT REMARK ELEVATION DESCRIPTION 2004 FLORIDA BUILDING CODE MECHANICAL ~ HDW HARDWARE UL UNDERWRITER'S v WINDOW IDENTIFICATION 2004 FLORIDA BUILDING CODE PLUMBING I ' , iv HT HEIGHT LABORATORY _ / CITY PARtMENT~ ~ ' o CFCLEARWATER ~ : ~ ~ `1' ' STRUCTURAL DRAWINGS "r,~, , , a HM HOLLOW METAL UON UNLESS OTHERWISE NOTED 2004 FLORIDA BUILDING CODE FUEL 1 GAS WINDOW LETTER 2004 FLORIDA FIRE EVE T ~ • HORIZ HORIZONTAL UTIL UTILITY SECTION CUT PR N ION CODE NOT INCLUDED IN DESIGN DEVELOPMENT SET j ~ ~ , r~ , HVAC HEATING, VENTILATING AND V 2003 NFPA 101 LIFE SAFETY CODE j d ~ AIR CONDITIONING SECTION NUMBER VICINITY l LOCATION MAP ~ KE J. BESSOLO"-AR12069 ~ HW HOT WATER UCT VINYL COMPOSITION TILE WALLJ PARTITION TYPE - VERT VERTICAL SHEET NUMBER °c' I VEST VESTIBULE PARTITION TYPE; REFERENCE •3 1 MATERIALS IN PLAN m ID INSIDE DIAMETERIDIMENSION VIF VERIFY IN FIELD INTERIOR PARTITION SHEET Hags v od si ~ m ~aiboYpg'J° a o NORTH ~ a . _ ~uolon St ~ ~ m o INCL INCLUDE(D) (ING) VT VINYL TILE DETAIL CUT Krrtdan sti ~ ~ytJe. 1 07-27-05 PER CITY OF INFO INFORMATION W CMU CERAMIC TILE) ~ INSUL INSULATION WJ WITH DETAIL NUMBER ry ~ P~'0' ~ , , , LEARWATER REQUIREMENTS INT INTERIOR WC WATER CLOSET PRECAST CONCRETE QUARRY TILE Ro-ckm~raySt PQ~m}55°~ P 2 08-05-05 PER CITY OF Am6mr st ~LFARWATER,REQUIREMENTS INV INVERT SHEET NUMBER REFERENCE SHEET NOTE WD WOOD v~ J WIO WITHOUT ~ ,w CONCRETE (STRUCTURA a ' 1s11 r ~ v fn ro ~ Q3 09-08-05 PER CITY OF REFERENCE NUMBER ~ t JB JUNCTION BOX WP WATERPROOF ~ ~ , ,CI.EARWATER,CAMMENTS , . JST JOIST WWM WELDED WIRE MESH Q MATERIALS IN PL AN a, ~ ~ ~4 11-08-05 PER CITY OF a cn~Y~~~~ ~ ' w cfro-„~~s~r~r .,Cl-l;ARWATER,CAMMENT,S,. JT JOINT ELEVATION SYMBOL m TOILET ACCESSORY TYPE REFER TO LEGEND ON A6 SERIES `n~ d a ~uursw~ ClrrirugCrr fl ~ m It ~ Rf I2t~~r it A ~ ~ j ee'rkp is Cara! {'i~Qlhp~~ , vJp i~ ~ ~ ~ ~ ~ ~ . G ° ELEVATION NUMBER C GENERAL CON TRACTOR N T 0 E. c SHEET NUMBER •3 MATERIALS IN SECTIO ~C~earwaterQeach d/r$!~ K i ' REVISIONS TOILET ACCESSORY NUMB N ER ~ MECHANICAL OR EPOXY FASTENER APPLICATION ~~,.I PR(JJECT 0 i GRANITE ~,a,' ~~y~~,o~ . r LOCATION I ~ ° 1. ALL HANGERS AND FASTENERS RE UIR FINISH WOOD EARTH Q E NONDESTRUCTIVE INTRUSIONJPLACEMENT INTO a POST-TENSIONED (P.T.) SLAB SHALL BE INSTALLED MIN. 3° AWAY FROM ALL P.T. SLAB TENDONS. ® a~ ~ PROJECT NUM: 05018,00 s e,. { E ~ 2, EMBEDDED ANCHORS ARE PREFERRED AND THE INSTALLATI ROUGH WOOD o 0 o POROUS FILL o ON SHALL CONFORM TO P.T. SLAB ~ • • • • • • ~ TILE BACKER BOARD SPECIFICATIONS FOR CLEARANCE DISTANCE FROM SLAB TENDONS. ~~,dan~_ DRAWN BY. BDG o PRECAST ~ 3. ALL OUTDOORJEXTERIOR -EXAMPLE PARKING GARAGE -HANGERS, FASTENERS ANDJOR EMBEDDED GATT INSULATION ®RESILIENT FLOORING CHECKED BY: KJB m CONCRETE u. ANCHORS REQUIRE NONDESTRUCTIVE INTRUSIONJPLACEMENT INTO POST-TENSIONED (P,T.) SLAB ~ AND ARE TO BE NONCORROSIVEIGALVANIZED FOR THE PROTECTION OF SLAB ENVELOPE. N ~ RIGID INSULATION ~ STRUCTURAL ~ • CONCRETE ®ACOUSTICAL TILE e~"~aY j DATE: 11-08-05 ~ 4. PRIOR TO INSTALLING FASTENERS DRILLING OR SHO T ~ ( 0 ING) INTO THE P.T. SLAB, X-RAY MACHINE OR METAL DETECTION DEVICE SHALL BE UTILIZED TO LOCATE ALL P,T, TENDONS WITHIN THE AREA IN SCALE: AS NOTED ~ ~ w 'ORDER TO MAINTAIN A 3° MINIMUM CLEARANCE TO PREVENT TENDONS FROM BEING DAMAGED OR CERAMIC TILE BRICK ®TILE ON CONCRETE PHASE / ARCHITFCTURAI_ BFI TA I F(~FN~ ~ ' T ~ nrnrnnvrn C UtJIMU TtU, co N PROJECT DESCRIPTION 5, IF ANY TENDONS ARE DAMAGED OR DESTROYED DURING FASTENER INSTALLATION PROCESS, G.C. GYPSUM BOARD CONCRETE o SHALL PROCEED TO EVACUATE THE BUILDING COMPLETELY AND NOTIFY THE ARCHITECT AND THIS PROJECT INVOLVES THE CONSTRUCTION OF NEW CONDOMINIUM BUILDING MASONRY UNITS METAL (SMALL SCALE) PHASE DELTA # DESCRIPTION ISSUE DATE 0 0 ENGINEER IMMEDIATELY, IN CLEARWATER, FLORIDA. THE BUILDING CONTAINS 27 UNITS ON 8 FLOORS o cv ABOVE PARKING (2 UNITS PER FLOOR) AND IS APPROXIMATELY 12580 SO, FT, METAL (LARGE SCALE) PLYWOOD GOO 1 u') 6, ONCE DAMAGE IS ACCESSED FROM TENDON PROBLEMS ARISING FROM ANY OF THE ABOVE ITEMS, PER TYPICAL FLOOR, 0 o AND/OR NEGLIGENCE 'ALL' ENGINEERING FEES AND REPAIR COSTS ARE SOLE RESPONSIBILITIES OF v, o THE G.C. Index & General Information ~ z Sheet - - - - 5 PARTIAL HEIGHT - - 9 '3 11 ~ °¦i°?o°?°?o°ooi®°?o WALL I r--- ' I ~ ` ¦¦o?o¦??¦¦¦?? PARKING CALCULATIONS I 0 ANDICAP PARKING 2 SPACES I GARAGE 1 I sii?¦¦¦?¦¦¦o? ~ N 107 I ~ GARAGES 14 SPACES I ~ ING 38 SPACES I o b b TENANT PARK o ~ 4 I BICYCLE 6 I I ' 54 SPACES RACKS ~ rn TOTAL PARKING BESSOLO DESIGN GROUP INC. I r--- - I ;I = I j ARCHITECTURE ¦ DEVELOPMENT I I o 0 0 3 I ~ I I 13 ) License #AA-0002117 556 CENTRAL AVENUE Y O I ~ ~ ~ v I ~ RAGE 2 I m ¦ ST. PETERSBURG, FLORIDA ¦ Q I GA I ~ I 33701 (727) 894-4453 108 w I , FAX (727) 896-8662 ~ ~ - I r I, / ~ o~ ~ Z I ~ ~ C E ~ ~ ~ I ~ wI I 2 ~ - NI _ N PARTIAL HEIG T o 0 8 I I 0 14 WALL - I ~ m m - I o I 1 I ACCESS I m TO PUBLIC I SIDEWALK o I I o 0 I 9 I I I rn GARAGE 3 I 15 DUMPSTE ~ 109 I HOLDING I = I I UP I I STAIR 1 W 7 L-__ 101 0 I 10 o b 0 16 I j ~ m rn I i I I I 24'-10" ~ ~ ~ ~ 25'-0" ~ ~ ; 20 -0 I I 21'-0" DRIVEWAY 20 -0 5 -0 20 -0 DRIVEWAY I o o 17 I I I r- m I m I ~ I Q I I ~ } W i II o3 oQ j I - - - I ~ rn I in~ ~ o 0 18 - 3 ND N~ NK I v I o 0 N I o ~ I I I II I ° I --------------------------------------J ~ II - - NOTE: 5 I PIERCE AERIAL REAR-MOUNT FIRETRUCK WITH JACKS EXTENDED. LADDER CLASS 1 STANDPIPE WITH FIRE I w I WILL REACH 84'-0" ®50' ANGLE TO TOP FLOOR. PUMP CONNECTION I I o ~ I a TO DOCK v I ~ ~ 19 L I °o ~ --I-- li. I I RECYCLING L' ~ - I I TRAS , p1 0o ARAGE 4 I 103 v G I I I ' ~1 v I ~ 110 I o c~ ~ I PORTE I_ - o I _ ~ ~ ~ ~ ~ I COCHERE ~ I ~ 20 f r PARTIAL HEIG T ~ I- TRASH ~ I / - o ~ ~ WALL - - ' ' Q CHUTE ~ ~ ELEV,LOBBY ~ - I-- - MISC. 104 ' - ~ I I 106 - 0 I- I I o 0 21 , , Q I I _ I I ~ ; ~ ~ I _ ~ m i o I ~ ° I ~ ~ ~ I I GARAGE 5 I N I I ~ 111 x I 38 0 0 E _ I I 35 I I o ' • ~ j PROFESSIONAL SEAL ~ I oo ao rn 22 • 4 ~ ACCESS I SPA a TO PUBLIC I - _ p1 SIDEWALK I • ~4 3 I A • L / / o AN I I I • ~ ~~,tr. .i , ~ ~ j 34 0 0 o - o~ o~ I = U I STAIR 2 / ~ ; E',: I 102 o I UP 7 I - GARAGE 6 ~ il 1 ro b 112 I o 0 I I I 33 ~ 24 POOL DECK ~ ~ ~ ~ I ~ I ~ ~ VIN J. BESSOLO• `~AR12069 I ~ I ~ I 25'-0,. 24 -10 rn rn o~ i V o " I 20'-0" '-0" 20'-O" DRIVEWAY w _ 21 0 I DRIVEWAY ~ , . _ ~ I I o N I H-1 I a ~ 1 07-27-05 PER CITY OF ~LEARWATER REQUIREMENT a I: I N N I I ~ O O 32 I I o a ~ 2 08-05-05 PER CITY OF I ' ' ~I-EARWATER,RRQUIREMENT I m ~ ~ 25 3 09-OB-05 PER CITY OF • a , • ~ , LEARWATER,CRMMENTS , , v I H, D C ,S i ~ 4 11-08.05 PER CITY OF c 0 3 I N a LEARWATER,CAMMRNTS . , v I o 0 9L T . . o I ,Y I ~ ~:I~ C SS I o I ~ ' , Q ' REVISIONS % I GARAGE 7 I o~ I o 4..__W_~._.~..a,_...~ ~ ~ 113 I H-2 I 0 "ol 26 E I iv o 0 ~ 31 a I ~ ~ o I , ~ ' PROJECT NUM: 05018.00 > I ~ L-- 0 ~ ~ ~ DRAWN BY: BDG m r - - i CHECKED BY: KJB j I I o p O o , I PARTIAL HEIGHT Y I 37 I 30 I I WALL ~ I ~ ~ ~ • ~ ~ DATE: 11-08-05 NOV 0 8 2005 Q v ~ ~ I w w::: I • ~ PLANNINGDEPARTMENT SCALE: AS NOTED .v. E N ~ I ~ a ~ I GARAGE 8 I . , CITY F ~ Z ~ 114 I p N O I n III ~ ?invni r n o o • ~ - O~ 36 T V Dlt, I IiLG 29 I I i 2s O RACKS 00 N i N O a M M// O N L--- A101 O f~ O O Level 1 Garage 0 Floor Plan C9 Z AREA CALCULATIONS A B C 1 D E F A202 OVERALL FLOOR PLATE 13112 SF 116,_1° 0 ~ ~ o???????????? STAIRSIELEV.IGENERALOIRCULATION 2437 SF - I ' UNITA 2461 SF 27'-4° 5'-0° 25'-0° 14'-9° 25'-0° BALCONY 171 SF UNIT B 2551 SF 26'-8° 12'-0° 31'-0° 5'-5° 1'-7° ~ BALCONY 239 SF I I I 17'-8° 2'-4°M 6'-8° I 9'-4°M.O. 17'-0° 6'-0°M.O. 4'-8° 6'-0°M.O. 7'-I4° T14° I I UNIT C 2382 SF BALCONY 239 SF UNIT D 2461 SF °v~~ BALCONY 171 SF N BES ~ SILO • ~ , ' _ ~r~ `80 ~ ( i I j i a ~ DESIGN GROUP, INC. ° O ; , ARCHITECTURE ¦ DEVELOPMENT ' : 0 L i ili li e i:. T l i T License #AA-0002117 I I I ~ ~ l1.- I I ~ ° 556 CENTRAL AVENUE . : 0 . ° o ¦ ST. PETERSBURG, FLORIDA ¦ ' ~ o O r ~I I i;j, ; Q ~ in 33701 ~ ~ T (727) 894-4453 j °oo m FAX (727) 896-8662 I I I UNITA I ' . L.. . .L.. I I ~o ~ X = I 2461 SF ~ ~ I I ! a I 2 - - - - - - - - - - r - - - I - - - - - - - - - - - - - - - - O I ~ ~ m L_ I -NI- I L.... I I ~ ° - - - - I ~ I I o p . L........ i AC X I W r.....a I L I ' 307 _ , I . III I _ a 0 ~ I III : r ~ I I ! I ~ ~ \ 1'- 3 ~ ; ~ ~ b ~ , ! ~ - o 0 I I N ~ _ i, i~ I _ _ ~ ® I _ __...........f ~ , STAIR 1 < TOR i ~ I U I•~,~ I 1 201 205 5 1 ° A305 I rn I I I I I ~ I~¦6¦~9 STOR I I I I 201 p 6 r I I ~ R24 ` ~2 # I 206 • l i 1 ° _ ~ - - 3 - 20~-5° 4'-3° 5'-4° _ I ~ 0 I ~ I I N I A305 I I= I I 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 : _1 ~ n , I UNIT B ~ ~ , - ° ° ~ ~ o I I I 10-8 I I~ _I~.. r ~ I'~I r r i li 30 ~ 1 ~ ~ i ~ , ~ ~ 29'-10° 6'- °M.O. 3'-2° ! i C W I I I , ~ I I I, . I ~ it I I ? o ~ ~ I .........i l .............i~ . ~ - ~ i I N ........................................1 I 7-7 d. N O I 12' r V N N I REMOVABLff I I I I I o O PANE B I •I1 ~ ! ~ ~ ~ ~ LOUVE X I . A306 ® I . , . , ~ _ O o ' ~ ° ~ _ w „ r i,.. i ~ ~ ~ ~ ; , ° ' . - ----1 I I; I. I I I o m ~ - I 4 - - - - - - - - - - - - - I 2-111'_ 1 . ~ ~ 7 i : p l ~ I ~ 2-11~ 20 , . ELEC. I - : I ~ - - ~-0-~ - - o00 i ° ° I ° I::. N 209 ELEV. M CH. ROOM - - - - - - 5 r ~ I 07 I I E V. , I_... I r - - ~ r ~ ~ r 1 - - _ i, 1 o FIRE PUMP! ~ I I-~ _ I ! I ! _ DOMESTIC PUMP : /fRASI~~ I ' I I _ a ~ __a ~ A302 1 ~ ~ °oo A203 ~ I ° i ~ ~ I 210 208 ~ I I-., ~ ~ 'I a ; i .=r,::.., A204 d I r ~O ~ ; I ~I ~ . I1_c J I r ~ I " I .I ® i ~ I E V. i l~ I . :r A26, r I I i t 10 I I I I I I I I ro ~a° a ~ ~ - 6 - - - - - - - _ - - ~ =ate j _ r N : REMOVABLE I . - I ~ ~ r+---~..-- co i - o I PANED ° I ~ . ~~.,I L-..~ I I ` ! LOUVER , Q ~ B X ~ C W r_, E:::~ ,i,, I ! ~ ` ' a A306 ' ' ~j ~ i i:,~ : ! ' ~ PROFESSIONAL SEAL i!,! I I ~ CV r : UNIT C ' - . , , , i....._ I,, ~ i, ~ I i I ~ ~ I ~ ° ° ° I ° ° I I 2382 SF _ . i .I 9-2 6 0 M.O. 14-6 5-4 .0. 4 0 ~ I~ ~/•i ' r / ) .'\~i~ 6-iii _ I _ ) ° 39'-0° co - - - -I- - - - - - ] ~ ~ j; = I I I 20 AIL I ~ ~ I ~ it I i NOV 0$ .~~~5 - - TOR. ~ p 3 o 203 N , i PIANNINC,gEpARTMENT li` i ~ ~F1WAT~R r ~ r ~ I I I STOR. I I TAIR 2 4 ~ U , ~ : 202 204 ~ " r ~ j -N1- ~ - e / ~ rr ~ : ` ~ _I I I ; o 0 ° L I m ! K IN J:°'~E`$SO 0=AR12pS9~, I ~ , ' ro I I I i ~ :::__'I'_ ....i ~ ~ I : L ~ ~ ~ , - ...e~_ 1 'I i/ I . o I -ill- A22: III I I 9 a ~ (~J ~ :I J I I I i I 1 07-27-05 PER CITY OF I I I I I N W i o L._ I II _ I I I ~LEARWATER REQUIREMENTS ~ I I r :.................1 g ._.._.........L........._~' I X ~ 2 08-05-05 PER CITY OF ' ro ~ AC _ I I . , , . LEARWATER.RE,QLIIREMENTS ~ I I S 3J4° I ~ ~ - - - - - - - - - - - - - I _ ~ _ _ I r 8 - - - - - I~ I I I I ~CI.EARWATER.CQMMEN„TS ,F - ~ - I - - - - - - - - O a P m I r I UNIT D Q ` " 4 11-08-05 PER CITY OF ....I ` ~ , , LEARWATER,GAMMENTS . . r 2461 SF f ~ , i~ i; I ; : o ° REVISIONS 3 'I ~ r ~ II w;-- r ° O 0 V~I T T ! - L o ° i ~ I c j:. ; j ~ T 6 ~ ~ ,':j ; ~ I I I ° ~ ;i 'y , o I _ , I ~I t I I _ ~ i 4~1J 3'-~ ° PROJECT NUM: 05018.00 . , ~ I ~ 9 - - - - - - - - - - - - - ----r^ : - ° - - a 0 ___________o 'j DRAWN BY: BDG a, I I I I I I I m " I I ~ - 0 CHECKED BY. KJB 1 X qQ`8° ~RIGII~AL p A201 A303 DATE: 11-08-05 ' ,w 7'-1112° I I I I I Qa I Qa I I I a~~ d SCALE: AS NOTED Y W A ~ I I C (d w CV I It W-80 12-0o 31-00 wuRTH F-52 T I °0, ' 2T-4° 5'-0' 25'-0° 14'-90 25'-0° co LO T 0 14'-0° 5'-0° LEVEL 2 FLOOR PLAN 1 SCALE; 1/8° = 1'-0° C) 0 C\j Al 02 0 U) Li 0 0 A B C D E F ..o 0 z 0 0 O Level2 Floor Plan AREA CALCULATIONS A B C 1 D E F 0 0 0 OVERALL FLOOR PLATE 12555 SF A202 STAIRSIELEV.lGENERALOIRCULATION 1880 SF 116'-1° UNIT A 2461 SF 27'-4° 5'-0° 25'-0° 14'-9° 25'-0' BALCONY 171 SF UNIT B 2551 SF 26'-8° 12'-0° 31'-0° 5'-5° 11'-7° ~ BALCONY 239 SF I I I 17'-8° 2'-4°M 6'-8° I 9'-4°M.O, 17'-0° 6'-0°M,O. 4'-8° 6'-0°M.O, 7' 4° UNIT C 2382 SF t Tt4° I I ~ BALCONY 239 SF UNIT D 2461 SF BALCONY 171 SF iv BESSOLO ~r~ ~ - - - - - _ _ . _ O DESIGN GROUP, INC. a ~ ° ~ I I i ; ¦¦e¦¦¦¦¦¦¦¦¦¦; _ ~ , e ~ ARCHITECTURE ¦ DEVELOPMENT - , , r I ~ ~ ~ i ~ ' r License #AA-0002117 I ° I I i I I O ~ I~ i . I ~ 556 CENTRAL AVENUE ~i i ~I_._..I J' ~ i i p I n o ~ ; ~........i li T 0 ° ¦ ST. PETERSBURG, FLORIDA ¦ o ill Q ~ in I 33701 C A T L 1_ (727) 894-4453 ......I FAX (727) 896-8662 ~ ~ r ~!.L.............. i rn ...............L....................; I I ~ ; I I - I UNIT A I L..................... e I ....................................i ° X I 2461 SF ~ o i 2 - - - - - - - - - - r - - - - - - - - m I I _ I _ _ 2 _ I -NI- ~ I I _ I ~ ° ~ ~ AC 0 0 ° . - - I ~ I I i~ ~ i ~ r W ~l i X ~ ~ I o A307 I ° I , ~ ~ ° ~ III _.i;~; ~ III ~ ~ _ _i 1- 3 ~ r. I I i ; - i_ ~ I' ~ ~ l ~ ~ ; i__.._I k _ 1'- 3 ~ . ~ ,I ° p ~ I~ _i - - ® : !l i ~ i ~1 N , 0 , l ;l 1 _ ff~~ ~ - j r STAIR 1 I U * . ~ ~ I * 05 ~ I ~ ! 1 01 5 i ~ I ' A305 I I I I STORI ~ I co i 1 I I *01 D *08 6 iv I I i I ! 824,1 r/2° ~ • ~ T 3 20'-5° 4'-3° 5'-4° I ~ - 1 - I~ I I l o I I I I - ~ A305 = I I N - - - - - - - g a f\~ ~ ~ ~ • ° 10'-8° i~ UNIT B i., ' ~ _ ~ i a I I I I F ~ 1 1 ~ F I'.: i : ,.i i:.:;~ i , ili.; i X O I ~ A301 o V~ ~ i l ' i ( i I I 126 _ - ~ , ~ I ~ W li ~ I r ~ I I I I I L.... ° C i I ~ ~ - W 'i : : ' : I ° ~ ~ f 7-7 ° a _ I I d~ N ~ 12'~ ° ~ N N ~ ° I ° I I I I I I ° o ~ ~ v~ B ; I I I C cp lp G r X I \ _ A306 I o i i~ I ~ i ~ ~ - . ~ M ~ I , , , \ li / ~o -s-.. i ° ' - - - - - - - I- - - i ~ 4 2-1 1 ~ ~0 I ~ i I c j 211 l ~ I ° ~ - ono - o ~ l - 7~: Q o ~ l *0 I _ - _ a ~ I I I : - 5 -4 W _ , ~ X .r , ~ ' ~ ' 1 , ; ~ ' I ~ ` ~ A302 T - ~ _ ; j o A203 r ~ ~TRASH~ I ' I ~ I 0 ~ ~ * 1 I I ~ i r ~ I ~ ~ ~ Og _ ~ l l I o I~'... ~ I, 5 I 1 I I ! ~ , i~ ~ ,i: ~ , I , ~ ~ i ROOF BELOW _ _ I E I , I I . I . I.. L I ~ I - I I ~6;r~ I I I I I I I I I ~I I - ~ I _ ~ f I r/B° o ' ) 6 - - - - - - - - -,--r- - . _ . - _ - - - ~ r I N _ _ ° ~ , ° , X , i ~ , o v O ~t ~ ~ W i a C...._~~ ~ ' _ _ . co ~ ~ + ' l ; ~ i f _ I I i ; m ~ ~ Ij I'li L'' I ; '',i .w,.W ~ T ~ PROFESSIONAL SEAL UNIT C ° l; i ~ 2382~SF i ~ I 3~-2 5-4 X1.0. 4-0 ~ I I i::.....r o i \i~ ~ 6~-1~ ~ ` ~ , - r ~ co - - -I- ~ - I I ~ ~ T~~ I I O I I I I ~ ~ I~ STOR. . 0 * 00 ° ~ 2 D 03 l 03 N o T ~1ANNI~~~~~PARIMEN~ i rn r ~o l~ I I ~~i~RW~T~R~ I I II I I . 3 ~ I I I STOR, I I TAIR 2 04 ~ U *02 *04 _ ~ ~ i ~ n. I ~ i' 0 i ~ C I ° ) i O € ' t I ~ ~9,~' I N N ~ K I ~ES`S,O~O~AR120 - . ll I - , ~ ~ I'', ~ I i I -pl- I _~.M _ --_~~W . ~ .I I .c R2 ; , 41 ~ .I Y l~ L , I j ..................._.._.......1 I I I I ;'I I I I I j I ~ 1 07-27-05 PER CITY OF i o W r ii I ~I I I I , , , , , , LEARWATER REQUIREMENT - f Q I L I ~ 2 08-05-05 PER CITY OF I I S X ~ , , , , LBARWATBR,R~,QUIR~MENT ro AC _ ' 3/4° ~ ~ ° I e I I I ~ ~ I I I I 3 09-08-05 PER CITY OF I ~ II I I I , , , , LBARWAT~R,CQMMFNT~ , , g - - - - - - -o - - - - ~ - - - I - ~ - - - - S 4 11-08-05 PER CITY OF Q m T I r I UNIT D O ( ~ , , , , , LEARWATRR,CAMMENTS , , = 2461 SF _ Q _ I I I N I I I I I I ~ I I , ~ I ' ~ c _ _ RI ° + REVISIONS ° L T' ' r ~ ~ ~ d i ~ ~ r I I , ~ i ~ ~ I 6 ® l ~ _..W.... , u_ t T T I I I ;.i ~ I o I L . , , l I I I ~ , ~ '-4~i1 ° 3'- ° PROJECT NUM; 05018,00 i E - LJ ~ 9 I~ a - - - - - - - - - - - o e©o - - 9 DRAWN BY; BDG I m M I I I I I I I I ~ - 0 CHECKED BY: KJB m 1 X ° ~ A201 A303 T-1112° . DATE; ~ 11-08-05 I I I I I Q~ I I I I c*d SCALE, AS NOTED I w r •F n E ~~K rH 261-80 121-0° W-00 I _ 1 r 5-50 O I 71- / I- 0 1- 0 1 tl 1- / 2 4 50 250 14-9 250 r o C) 0 W-0" F-0" LEVELS 3 - 7 FLOOR PLAN! 1 SCALE: 1/8' = f-0° LO N 161-10 0 A103 LO ui o a ° A B C D E F .0 0 z O 0 0 Levels 3- 7 Floor Plan 1 AREA CALCULATIONS A B C D E F A202 0" ??????ao????? ???????o?¦??? OVERALL FLOOR PLATE 12555 SF 116'_1° STAIRSlELEV.IGENERALC1RCULATION 1878 SF UNITE 3296 SF 27'-4° 5'-0° 25'-0° 14'-9° 25'-0° BALCONY 255 SF UNIT F 3097 SF 26'-8° 12'-0° 29'-10° 18'-2° BALCONY 478 SF I I I 17'-6° 2'-4°M 6'-B° I 9'-4°M.0. 17'-0° 6'-0°M,O. 4'-8° 6'-0°M.O. 6'-$° 2 6'-$° 2'-11° 8'-0°M,O. I T-3° I UNIT G 3296 SF BALCONY 255 SF ° i - ~ BE , SSOLO N :'r 0 o X _ - , - - - - = p - - - - , _ _ _ ~ _ _ _ _ _ _ ~ DESIGN GROUP, INC. I ....J :,...1 I I .i ~ ~ m ~ ° ` I ° ~ ~ . ARCHITECTURE ¦ DEVELOPMENT ~ I r O License #AA-0002117 0 1 ~ I I I Q 556 CENTRAL AVENUE ~ ° ¦ ST, PETERSBURG, FLORIDA ¦ o ~ / - o r ~ 33701 r ~ , ~ I ' i ~ - I I, , ~ ~ i ~ (727) 894-4453 ~ l ( I j 1 '1 , ~ ~ j I ~ i I - I I _ I 11 I ~ ~ : < . ~ _ ~ •4 FAX 727) 896-8662 ;t r ~ ` I I I _ \ j a ° i;i'~ m 1 u,. o _ _..a 2 O 2 - - - - - - - - - - ~ - - I - - - - - - m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --I - - - - - - - - - I ' I U IT E I ° . .......1 AC 3296 SF , , Ill.i I I ~i :.~i Q 0 a -C- ~ 1 , ' . i i ° ~ j X W i I ~ ° ~ I. ( A307 ~T i i I I ~ I I , I it I ; o p ~ AC ~ ~ i l ~ ~ _I 'III- _ ~ ;J ; 1~- 3 ° ~ L ....1 I ' i { N I~ ~ ~ ~ r ~ _ ~ Y ~ 1'- 3 Ro i ' a ~ ....I , - - o ~ O j~ N ,1 , ~ ; ~ - -III- ~ I I ~ ~ ~ ~ ~ u- I STAIR 1 I ~ ~ 1 801 i `0 A305 I I I I I I o f I i i I ~ I D NI T I - i R24,i i~2° • \C ...i - ~ I : ~ _ ill L..---i N I A305 I _ 11 ~~~~~~fi~~ ~ ~ 1 I ~ II 3 - - - - - - - T.~. - _ ® ~ 11 G,...- ~ ~ I I I i ~ I o I I I I X ~ T ~ O A301 1 ° -"1 126 ~ I '-4° 6'- °M.0. 3'-2° I ° a ~ i. I CV O ` ' ~ ° ,:a 7'_7 N N 9 I i 12'-~° O I~~~~ I I I I I I i ° ° ° ~ LU - ~I~~ ~ 0 X o z W YI ~ T ~ - A307 SIM, ~ I._ _ - I ~ W AC I I I r - - - - - - - - - - - - - - - ' - L UNIT F 2'-11~ ° ~...2`-1 ~1 ° 4 ) 3097 SF STO .F I I AC ; o o I- I- iv - 80 I I - - - - - - p - - - - - - 5 ~ ~ I I , r I I - - • , 302 1 v 1 0 _ \ I ~ ~ ' A204 W ° A203 r llll o _ ~ ~i I 8D6 ~ 8 I ! I I I - ~ ~ I. r ~ I III ~ :::,J, ; I j::'.:::. I 0 ro ~ j ; ~ I I ~ II ' I ~ , / I ROOF BELOW STO .E I , ~ . I ~ , I= I 8041 6 i I i I ~~~~~../I ~ Res: ° ~~~~~../I I I 1p r~8° ° ,I ii, I ~ N - - - I, g - - - - - - - - - - - - _ . X I 4~ ~ I r;~ ~l o I ~ p I I A306 I A306 , I,. , I I . _ _ a__.~ _::.I f\ y~. i i B ~ r X I a I ~ PROFESSIONAL SEAL '"~yyy T Q _ ~ I ~ a ...................................i i -T- 9 I ~ I " . I 6'-11 o v~ ~ ~ ~ :w, I I I ° ° o - 5 ~ ~ : 0 0 0 - - - ~ ~ 1_ ° r~ ° N . ~ _ o I I . ................1 I -NI- I I ~I ~ I a ~ -N~ ~Ik ~ / - II ; I I I I ~ ~ , ~ o I - ~ I ° I D TOR co W ° 803 ~ ~ - i..:_:---.~ ~ I ~ . °C r I c ~ ~ I I I I ~ rn I I TAIR 2 , ~ I U 3 ~ ~ soz ~ ; ~ ~ ° ~ ~ ~ ~ ° - ire ~ - :PA ~ ~ r_._ -ro' 1~9ES~~I~ I I ~ ~ ~I~e• 3 L'.'~ N I I I i..........._..._........ I' ~ ~ o ~ _ I I 4 _ i. ~ i THIS STAIR UP _ , : a TO ROOF R - ~ ! _~__i_ :i ~ 22,9 ~ III ~ AC i , ~ I I 1 07-27-05 PER CITY OF ~~I ° le li......u ~I ';i; ~ ~ II I , LEARWATER REQUIREMENT „ I I I I ~ W li ~ _I . I ~ 2 08-05-05 PER CITY OF r ' ' ~ ' ' ~ UNI G ~ , I I X , . , , LEARWATER,RE,RUIREMENT g AC ~ 3296 SF I I S ' Q3 09-OB-05 PER CITY OF 1 ~ 314° U I I I ' ~ I , , , , ,CLEARWATER,CAMMENTS , , 8 - - - - - - O - - - - ~ - - - - - I 8 - - - - - - - - - Q4 11-08-05 PER CITY OF O C~ ~ I r I ~ , ,CLl;ARWATER,CAMMENTS , , ~ ~ 1 Q . I : i, i i 1 1,1 ~ `t ,1 I , . ; I I I ~ I ~~y.... I I N I ~ ~ , m r-- / N REVISIONS r ° o ~ ~ C °i i J ~ 3 ~ ~ . , ti' o i I ~ ~ I ip 1 I ~ T _ -,x_.. r o V I ~ 6 I I I I I I - I I I I o _ ° ~ ° ~ PROJECT NUM; 05018,00 -41 3- 1 ~I ) I~.I : ° g _ _ ono - ~ - - - - - - - - - - - - - o a t0~ - - - - - - - - - - - 9 I DRAWN BY: BDG 0 ri: m I ° I I I I I ° 0 ~ CHECKED BY; KJB 9 ~ m 1 X ~ CO A201 A303 p°' `8° DATE: 11-08-05 ,w T-112° I ~ I I I I I Q~ I Q~ I I I SCALE; AS NOTED N - . Y W ' nino,-~ ~ ~ . .,.,ra_ . vvi I I f"1 $ F - c Q I I I 26'-8° I 12'-0° I 29'-10° 18'-2° N N T ' C) 27'-4° 5'-0° 25'-0° 14'-9° 25'-0° CX5 W-0" &-00 LEVEL 8 PENTHOUSE FLOOR PLAN 1 SCALE: 1/8° = T-00 ° N N Al 04 1 ° C) ° A B C D E F F G H O Level 8 Penthouse o 0 z O Floor Plan O ?~?000???¦0?? 1 ¦¦oo¦¦¦o¦¦¦?? A202 ¦¦¦¦¦¦¦¦¦¦e¦¦ X A303 i BESSOLO ~ ~1 l .____~l ~ X ~j ~ A307 DESIGN GROUP, INC. I I I / i i ~ ARCHITECTURE ¦ DEVELOPMENT ~ ~ ~ ~ i License #AA-0002117 ~ ~ ~ 556 CENTRAL AVENUE . ~ / / / ~ ¦ ST. PETERSBURG, FLORIDA ¦ 3 G+' I ~ ~ ~ ~ I ~ i ~ 33701 / ~ ' i (727) 894-4453 ICI i ~ / i FAX (727) 896-8662 I'I I ~ ~ i I i x ~ I ~ I/ ¦¦¦¦o¦¦¦¦¦¦¦¦ A307 ~ I ~ ~ _ II I , ; I .ii I , I I \ , ' , I ''r, ~ ~ FP CHIMNE ; FP CHIMNEY `i',, i 1° I ~ ~ ~ X ~ " I \ A307 I ,r~" f I i ,,,i " I ; " I ~ I ; ! i I \ I r ~ I i l I r i j ~ 1 " r------------------------------- - - _ - - i ~ i / ' ~ , i ~ ~ i I ~ ~ X ~ STAIR TOWER ~ / ~ A305 I ~ ~ • I ~ ~ ~ ~ ~ s,., r r 1 ~ / ~ r ~ / i i / I i i ~ \ ~ ~ i J i i I ~ i I 1 ~ i" % I, i ~ ~ 1 \ ~ ~ ~ X ~ ~ I { A301 ' ' A301 MECHANICAL EQUIPMENT DECD I \ i ~ I ~ I i I ! I ) ~ \ , _ _ . _ _ j ~ I _ ~ \ ~ i~ ~ I j~ i ~ I I / , X ; A3d6 / ` - ~ ~ ; A307 SIM. I i I ~ „ ~ \ I ® I i i ~ ' I i i' i ~ m ~ I ~ i l i t I - - I i~1~ I . X~~ I ~ j I I ' ~ i ~ i ~ X ~ ' 1 A302 j ~ . i A302 1 ~ A203 ; ~ LEVATOR T4WE ~ 1 r ~ i A204 • j ~ a I,. i I / 11 , ~f I / i i I ~ I I ~ ~ r ; ~ I / i ~ , I ROOF BELOW ~ I ~ „ I I I X I I ~ ~ I s I I ~ ~,I I , , ~ ~ i ~ , I _ . ~ ...____.FP CHIMNEY j i ~ I i I I I , I ~ ~ i ~..u _ , i "r I / ; PROFESSIONAL SEAL 'T ~ I 1 r`'~ - i~ ' , ~ i ; ; I A305 ~ NOV 0 ~ ?Q05 r-°--------------------° \ ~ ~ I ; \ I i PANNING ~~I'ARTMENT . I ~ T I T I \ CIYY 0,~ ~[E~I~WATER ~ ~ . II I ~ m I \ \ lJ,;" 3 I ~ I I ~ I ~ . ; o Yr , m I ~ " ~ ; " i , y.. `o I j I ~ / o KEVIN J. BES~OLO AR12069 i ~ I I o I ~ o I • ~ ' ~~L._.. ~ r j 1 ~ I • ~ I •1 J I 1 • ~ 1 07-27-05 PER CITY OF ~ I ~ 'w, O I / ~ r I ~ ' rr Q R l G l~ A L LEARWATER REQUIREMENTS 3 g / I , ~ ~ , i ~ , 2 OS-05-05 PER CITY OF ~ ~ FP CHIMNE Y i~~ FP CHIMNEY ; % . LEARWflTER,REQIIIREMENT ' U III I " ~ I / .v ~ j ~ ~ ~ 3 09-08-05 PER CITY OF L~ARINATER,CAMMENTS , , I " ` ~ ; , --------------------------I ~ 4 11-08-05 PER CITY OF ; ~LEARINATER,CAMMl;NT$ , , il{ I ~ ~ " m I ~ ~ , - rn i ~ f,, ~ i ...,..,...,REVISIONS,...,,.,,.. ~ i ~ , .3 I / \ j , ro ~ I i o ~ i I 1 ~ / O ~ ~ ~ Y I ~ • ~ C I \ , N I V ~ ~ ~ PROJECT NUM; 05018.00 ~ I I Q. o r---------------------------------------------~ ' ' DRAWN BY. BDG ~ I l i ~ ~ ' ~ CHECKED BY....... , , . ,KJB _ u. X I A303 DATE; 11-08-05 SCALE; AS NOTED I w .E 1 . 00 H\ "LUl / ivvrt ~ H N T O O LEVEL 9 ROOF PLAN °D L O 1 SCALE: 1/8° =1'-0° N O Al 05 N O 0 1 O O > Level 9 ('3 z Roof Plan ¦¦??????e¦¦a?~ ¦¦???¦??¦e¦?? a¦??¦e¦?¦ee?? ¦¦¦¦¦e¦¦e¦¦¦¦ ¦e¦¦¦e¦e¦¦s¦¦ B ESSOLO DESIGN GROUP, INC. ¦¦e¦¦¦¦s¦eee¦ I ARCHITECTURE ¦ DEVELOPMENT , ` License #AA-0002117 ~ ~ 556 CENTRAL AVENUE ~ ¦ ST. PETERSBURG, FLORIDA ¦ 33701 (727) 894-4453 FAX (727) 896-8662 A B C D E U U w w Y Y Y ¦¦ee¦e¦¦¦e.¦¦ w w w F O" i o 0 I-~ ~ O w Hw w Wu- W~- WLL I w~ °"0 ~w I I I I I I Qw Qw QLL Q~ QLL, I d° d° I a0 ~'O O 0 0 0 dH w~- °o °o °o ~ E,I,F,S ° ~ 0~ 0~ +92-8 TOP OF PARAPET i ! ' I ~o ~o STAIR TOWER 0 ~ O o[ o° o° o° I I I w w (D (V p ~ ° ~ ~ 'i +87-4 TOP OF o I I ~ r ELEVATOR TOWER I I i ° ~ i J COLOR C j i ~ STUCCO +82-8 189,51 NGVD 190,39 NAVD T.O. I I ROOF LEVEL COLOR D i I i j I I I J ~ I I 0 o N - r I ~ I i I I I +70'-8° T.O. EIGHTH FLOOR I i I I i l / co o j W i I I I I ~ ~ ° ~ +60 0 T.O. SEVENTH FLOOR j J I I ' l I i I i I I ~ COLOR B • °oi I J I o r +50'-0° T.O. I I I I I I SIXTH FLOOR ~ j I i ' I ' ~ o ~ > , _ / 0 0 COLOR B Z T- ' OLOR IC ~ f m r i 42" ALUM, RAILING FIFTH FLOOR I i I J 0 o o I i i r I I I I I +30'-0° T.O. FOURTH FLOOR I I I i 1 I I I I I I ° I I I PROFESSIONAL SEAL o T I COLOR C I ~ , +20'-0° T.O. ' I I ! I I THIRD FLOOR ' i ° 1005 0 ~ I ~ I I o j r I I I I ~ PI.~NI~Ia~,~ ~~PARTME c m I COLOR C ~ ~ ~ ~ ~ ~ +10'-0° 116.84' NGVD T.O. kl ; COLOR D ~i , I a • ~ SECOND FLOOR ~ COLOR B ~ I i w r~ ~ ~ SCORED STUCCO ' , : o ~ : ~ COLOR A COLOR A :f, IRA I ~:9 r „ R~ c ° ~ BASE FLOOD ELEVATION = 10.12' NGVD 11.00' NAVD OPEN 0 1 COLOR D _ _ _ _ _ _ _ I _ OPEP > r - - _ OPEN _ _ OPEN VIN`~Jry:BE~~Q1;0-gR12069 M„'~~,.,..~ . I ~ I i _ ~ I I i i w COLOR C I +0'-0° T.O. J ° GROUND FLOOR i i 1 07-27-05 PER CITY OF ' ~LEARWATER REQUIREMENT a ~ I ~ I r i 1 I I I I I n2 08-05-05 PER CITY OF m i `~GLEARWATER,RE,QUIREMENT U l,J I I V I I ~ ~ , 3 , ~ I.EARWATER,CAMMENTS,F L U Q 4 11-08-05 PER CITY OF l.EAR1NATER,CAMMENTS , , CO i y C .3 REVISIONS cd . ~ ~ a O C PROJECT NUM; 05018,00 N E 3 ° a 0 DRAWN BYc BDG ° D CHECKED BY: KJB CO C7 DATE; 11-08-05 i N . N cd SCALE; AS NOTED N W ~ a fE r N N I r 00 CC) LO SOUTH ELEVATION 1 SCALE: 1/8' = T-0° `j L N O l A.2.0:.l O 0 O O C~ > South Elevation 0 Z ¦¦??¦¦¦?¦¦s?? ¦¦¦¦¦¦¦¦¦¦¦s¦ BESSOLO DESIGN GROUP, INC. ARCHITECTURE ¦ DEVELOPMENT License #AA-0002117 556 CENTRAL AVENUE ® ST. PETERSBURG, FLORIDA 33701 (727) 894.4453 FAX (727) 896-8662 ) ~ _ _ _ I H G F U U Y E w ~ D w w C B A 0 0 0 ~ W O~' Od Ow I I I wQ wQ wQ I I I I i ~w w w 00 00 00 F- n. I- n. H n. ® 1 E.LF.S +92'-8° TOP 0 0 O 0 F PARAPET i I I ~ ~ ~ ~ ~ STAIR TOWER o0[0 ¢o a0[0 i ~ I u.l- u.l- u..l- i N D i u -I W +87-4 TOP OF _ _ _ _ _ _ _ ° ELEVATOR TOWER r I I ' i i i ~ STUCCO +82'-8° ~ 89.51' NGVD 190,39' NAVD T,O. I i j COLOR C i i - ROOF LEVEL ' COLOR D I I i i i I o N I r I I j I +70'-8° T.O. I J EIGHTH FLOOR W ELF.S I i I I i ~ i co .i 0 I I I i i 42° ALUM, RAILING +60'-0° T.O. W ' SEVENTH FLOOR 1 ; o COLOR B I 1 I 0 i , ~ j o I I r i I I SIXTH FLOOR j o W C7 o COLOR C' COLOR B z T ~ m °r' +40'-0° T.O. I { FIFTH FLOOR I I i i i 1 ~ i ° 0 .i 0 T ~ , I j i ~ ~ ' _ ~a.~s~i +30'-0° T.O. I I ~ PROFESSIONAL SEAL FOURTH FLOOR ' I j I . I j I ° TILE ROOF 0 I I 0 COLOR C ~ +20'-0° T.O. I I I NOU 0 8 20D5 I I 3 THIRD FLOOR 0 w PLA~I~INC flEPARTMENI` ~ - > a ~,~~l~~F ~LEA~WA~~R ~ a I i I I I I o/~: o ~ ~ Y > +10'-0° 11684' NGVD T.O. COLOR D ~ ~ COLOR C ' ` . - ! ~ r• ,.c~..,..r.x., W SECOND FLOOR IN'~Jf~~SSOCO-Afj12069 i r Y L I ~ 9 i I ~ COLOR B ~ ~ _ _ z o COLOR A 0 o BASE FLOOD ELEVATION = 10.12' NGVD / 11.00' NAVD OPEN COLOR A 1 07-27-05 PER CITY OF N T _ _ _ _ _ _ _ OPEN _ _ ~ _ OPEN - COL ~LEARWATER,REQUIREMENTS - _ _ _ _ ORD I g , - - - ~ I i n2 08-05-05 PER CITY OF +0'-0° T.O. ~ U COLOR C ~'Cl.EARWA~TER,RE,QUIREMENT ~ GROUND FLOOR 3 09.08-05 PER CITY OF L I j U I ~ ~I.EARINATER,CAMMENT,S s Q I I I I 1 i I I I ~ . 4.1 LEARUVATER,CAMMEN. S F m i I ~IC~Itiv~L O 3 ro D REVISIONS 0 c a~ Ir a PROJECT NUM: 05018.00 0 a~ DRAWN BY. BDG [D W (7 CHECKED BY: KJB i I DATE: 11-08-05 SCALE AS NOTED W v 'E I r n cd N N N r _ . lNORTH ELEVATION 00 i °p o O O N 0 Lo L 1 SCALE: 1/8° = T-00 O 0 O A202 0 0 Z North Elevation _ - - ~sw v_ Y 1 2 3 ~ 4 6 W W ¦~o??~??®ea?? oW o~ oQ oQ 1 I ~Q I I ~ ~ 1 O~ o~ Op op BESSOLO E,I,F,S I-d ~p ° ~ ~ ~ I- DESIGN GROUP, INC. +92 8 TOP OF PARAPET p I I I p I ~ ~ ¦e¦¦~~~®0®®®® STAIR TOWER LL O ~ 0 1 ~ ARCHITECTURE ¦ DEVELOPMENT N i i License #AA-0002117 ° ~ i ° +87'-4° TOP OF r 556 CENTRAL AVENUE ~ ~ I ~ T ELEVATOR TOWER ' ¦ ST. PETERSBURG, FLORIDA ¦ I COLON C COLOR C I STUCCO 33701 ~ COLOR C (727) 894.4453 ~ +82'-8° ~ 89,51' NGVD ~ 90,39' NAVD T.O. ~ FAX (727) 896-8662 ROOF LEVEL ¦~~e~¦~¦®s®®® COLOR D ~ I i COLOR B i ' _ ___i i ~ FIBERGLASS COLUMN o i N r ~ i ~ 42" ALUM. RAILING I ~ ' I OLOR A ~ +70'-8° T.O. E,LF.S ~ EIGHTH FLOOR , COLOR B i I I 0 i t0 o I ~ I I T ol_OR A v ~ ~ I +60 -0 T.O. ' COLOR B SEVENTH FLOOR ~ i j i I i D I I 1 I ~ ~ I O I OLOR A +50'-0° T.O. ' OL R I OL R SIXTH FLOOR I j . ~ 1 00 ~ COLOR B I I p o COLOR B Z ~ ( ~ I ( OLOR A I I ~ +40'-0° T.O. W FIFTH FLOOR ~ ~ ~ i i i 0 i l ° i r i OLOR A I +30 -0 T.O. ~ ~ i FOURTH FLOOR ~ i i ! TILE ROOF 1 _ ns i I o 'I I i o I COLON C ~ COLOR C 'I T i I j i I ~ ° OLOR A i ~ ~ ~ I +20-0 T.O. ~ ~ THIRD FLOOR j i i I ~ I ' O /mar--- - - \ ~ ° ~ r- I i ; i i - ~ _ ' ~ i' ~ ^ ~ I ~ ~ I +10'-0° 116,84' NGVD T,O. ~ ~ I i SECOND FLOOR i i ~ ~ COLOR C ~ COLOR A COLOR A BASE FLOOD ELEVATION =1 .12 NGVD 111.00 NAVD I j r - - - ~ - - - - - i ~ ~___._...._..~~._~w_. i I COLOR D ~ I OPEN OPEN OPEN OPEN i OPEN OPEN ~ OPEN I I I ~ +0'-0° T.O. i COLOR C I i PROFESSIONAL SEAL GROUND FLOOR ~ I i i I I I ~ WEST ELEVATION i ~ SCALE: 1~8° =1'-0° i ~`-,Ip~.;;`I~~L TILE ROOF rn 3 a o w E,LF,S ~ ~ ~ I ; ~ .Y~ ; ' Eases r 1 w Q c 0 NOV 8 , , , , w.: as, ~~QS VIN ~~f6F~S5~QL0 ~ QR12069 ro w COLOR B PLANNING ~EPARtMENt I COLORA ~ STUCCO~I~®FCLEARWATER 3 - 1 07-27-05 PER CITY OF LEARWATER,REQUIREMENT COLOR D N S, COLOR C 0 I n2 08-05-05 PER CITY OF ~I ro QO ~'CI.EARWATER,REQUIREMENT 3 Y U 3 09-08-05 PER CITY OF t.EARWATER,CAMMEI~TS , , ~ N L U WEST ELEVATION GARAGES 4 11-08-05 PER CITY OF 2 SCALE: 118° =1'-0° 9 I-EARWJ~TER,CAMMENTS , , Q m i i N 01 C TILE ROOF REVISIONS ~ ~3 c~ E,I,F,S ~ . _d~., .,_W , 0 c 1 ~ PROJECT NUM: 05018,00 ~ a~ E a~ a DRAWN BY. BDG ~ 0 > COLOR B a~ 0 i CHECKED BY. KJB m COLOR A STUCCO ~ c7 COLOR D DATE; 11-08-05 ALUM, GARAGE DOOR SCALE: AS NOTED i a~ Y W ~ 1 I i c .Q co d N N r 00 ~ LO 0 o N N EAST ELEVATION GARAGES 3 SCALE: 1/8° = T-0° A203 O i Lin ~j O O O (y > West Elevation 0 Z ?????????s???1 ®®??????ee¦??! ¦e?o?s??eee?? ¦¦??ee¦?eee??~ eeeeeeeeeeeeel ¦e¦eeee.eee.e BESSOLO DESIGN GROUP, INC. ¦®.e¦¦¦e¦®.¦¦ ARCHITECTURE ¦ DEVELOPMENT License #AA-0002117 556 CENTRAL AVENUE ¦ ST. PETERSBURG, FLORIDA ¦ 33701 9 v v 8 Y 7 ~ 5 2 ~ (727) 894-4453 FAX (727) 896-8662 0 o W 0 ~ ~ ~ O~ O~ o~ eee¦¦eee.¦®ee! oQ I 1 LLQ ~Q ~ X i ~Q X I X t _ 0 ~ 0 A503 O A301 ~ I X I I ~ ~ ~ u. ~ A301 00 00 p0 A303 ~O ~O E,I,F,S +92'-8° TOP OF PARAPET ~ ~ ~ ~ I O O ~ I O I I I STAIR TOWER LL 0 ~ ~ ~ O N (ep I I I _I i ° ~ +87'-4° TOP OF _ _ _ _ _ _ r ° ELEVATOR TOWER T r LO C I +82'-8° J 89,51' NGVD J 90,39' NAVD T,O. ~ STUCCO ' ROOF LEVEL 1~ COLOR D I OR I I 0 ° FIBERGLASS COLUMN f oLOR 42° ALUM, RAILING +70'-8° T.O. I EIGHTH FLOOR CO OR COLOR B OLO ~6 ~ ~ , ° i o COLO A ~ r I i W SEVENTH FLOOR C ~ I COLO A o i r I I IJI 1 1 1 SIXTH FLOOR I I i I ~ CO I I ~ ° ~ COLO A C7 i ~ z r °m'. I FIFTH FLOOR ~ i COLOR C CO LL COLOR C i o ~ COLD A o i T +30'-0° T.O. 1 FOURTH FLOOR r CO i ° I o ~ COLO A 0 I r I PROFESSIONAL SEAL THIRD FLOOR I CO ° ~ COLO A o i i +10'-0° J 16,84' NGVD T,O, SECOND FLOOR ~ ;4.% ;,,4.;.,, :~o L r.~ ' COLOR A o ~ ALUM, GRILL ~ BASE FLOOD ELEVATION =10,12' NGVD J 11,00' NAVD 3 ° - o I I SCORED STUCCO ~ 1 > ~ I I ~It~J,~BES§OLO-,AR12069 . , w GROUND FLOOR I ~ I ~ OPEN TO GARAG ~ W i i E i OPEN GA AGE i I I I 1 07-27-05 PER CITY OF n. N ~L~P,RWATER REQUI~2EMENTS ' g X X A5C3 ~ A301 X 2 08.05-05 PER CITY OF Y U A303 . , , I.EARWATER,RE,QUIREMENT N Q3 09-08-05 PER CITY OF L U EAST ELEVATION ~ ,.cI.EARW,ATER,cAMMEM7S., Q 1 SCALE: U8° = 1'-0° i Q4 11-08-05 PER CITY OF CO i a , , , , ,CLEARWATER,CAMMEI~TS , , N m C '3 REVISIONS _i 0 c ~ i E a o PROJECT NUM; 05018.00 o I I I I r ~ NOV 08 2005 ~ I I L ____J L__ J o L __J I I I I DRAWN BY; BDG L __J L____ J p~,NNINGDEPARTMENT m CHECKED BY. KJB PROJECT NAME 0 PROJEC PROJECT NAME C?NQFCLEARWATER DATE: 11-08-05 N. Y ro Y SCALE; AS NOTED TW r • ro rn 1 1 N N T O O M O LO N WEST ELEVATION WALUSIGNAGE O Lf) 2 SCALE: 1/8" =1'-0° O 0 O O A204 > East Elevation 0 Z i