The URL can be used to link to this page

FLS2006-09060• ~ Clearwater 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 -Plans and application are required to be collated, stapled, and folded into sets ^ SUBMIT APPLICATION FEE $ CASE #: RECEIVED BY (staff initials): DATE RECEIVED: ORIGINq~ RECEIVED ~~~ 021006 ARtMENT ~ 11' OF CDEP LEApu~~T..~ * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 04/28/2006) PLEASE TYPE OR PRINT A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: Benderson Development Company, Inc. MAILING ADDRESS: 8441 Cooper Creek Blvd., University Park, FL 34201 PHONE NUMBER 941-359-8303 CELL NUMBER PROPERTY OWNER(S) List ALL owners on the deed RB-3 Associates WR-~ Associates, Ltd. a AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER Northside Engineering Services, Inc. 601 Cleveland Street, Suite 930, Clearwater, FL 33755 727-443-2869 FAX NUMBER: 727-446-8036 727-709-0943 E MAILADDRESS: doreen@northsideengineering.com B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: Fairfield Inn C~t}a` ,J,~ PROJECT VALUATION: $ STREET ADDRESS 3070 Gulf-to-Bay Blvd., Clearwater, FL PARCEL NUMBER(S): 16-29-16-00000-230-0200 PARCEL SIZE (acres): PARCEL SIZE (square feet): LEGAL DESCRIPTION: Bayview Terrace, Blk. 3, Lots 18-23, Inc_. & Major's Manor, Lot 1 & 1/2 vacated alley on north & unplateed PROPOSED USE(S): 12,648 square feet of retail space DESCRIPTION OF REQUEST: 12,648 square feet of retail space with no deviations Specifically identify the request (include number of units or square footage of non-residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) Page 1 of 7 ~~ V' (V O 0 ~~ Q Q ~~ DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (fDR), AfrF~~ 1~1JS~t1 M~~ 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 4202.A.5) ~ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. ^ 1. 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: 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. See attached Exhibit 'A' 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. See attached Exhibit 'A' 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. See attached Exhibit 'A' 4. The proposed development is designed to minimize traffic congestion. See attached Exhibit 'A' 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. See attached Exhibit 'A' 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. See attached Exhibit 'A' Page 2 of 7 ~. tm °:~. , ~ ~J06 ~ fSlik~-~lf:u:... WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) CI71f OF CLEARWATER D Provide complete responses to the applicable flexibility criteria for the specific 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: E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4202.A.21) f~ A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stomwater plan that demonstrates compliance with the City 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 exempt ^ 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. ^ Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ^ 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 ^ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): DW 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 4202.A) ^~ 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; C~ TREE INVENTORY; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; ~ LOCATION MAP OF THE PROPERTY; ^ PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking sfandards (ie. Reduce number of spaces). N/A 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; C~ GRADING PLAN, as applicable; ^ PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); NA %A COPY OF RECORDED PLAT, as applicable; Page 3 of 7 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4202.A) SITE PLAN with the following information (not to exceed 24" x 36"): X Index sheet referencing individual sheets included in package; X North arrow; X Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; X All dimensions; RECEIVED ~a~~ Q`~ 2~~6 PLANNING DEPARTMENT CITY OF CLEARWATER 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; X All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including X description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; X Location of all street rights-of~vay 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 X 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; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening X {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 tabularform with the _ number of required spaces; Total paved area, including all paved parking spaces & driveways, X expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility X 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 COLOR SITE PLAN to scale (8 '/= X 11); EXISTING REQUIRED C~ FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: X One-foot contours or spot elevations on site; X Offsite elevations if required to evaluate the proposed stormwater management for the parcel; _~ All open space areas; X Location of all earth or water retaining walls and earth berms; X Lot lines and building lines (dimensioned); X Streets and drives (dimensioned); X Building and structural setbacks (dimensioned); X Structural overhangs; PROPOSED Page 4 of 7 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 41102.A) ORIGINAL L~ LANDSCAPE PLAN with the following information (not to exceed 24" x 36">: RECEIVED X All existing and proposed structures; X Names of abutting streets; ~~~ ~ 2 206 X Drainage and retention areas including swales, side slopes and bottom elevations; X Delineation and dimensions of all required perimeter landscape buffers; PLANNING DEPAR7'N1Et~? - CIiY OF CLEARIAIpY~~;~ X Sight visibility triangles; X Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required X tree survey); X Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all X existing and proposed landscape materials, including botanical and common names; % 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 X percentage covered; X Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); X Irrigation notes. ~ REDUCED COLOR LANDSCAPE PLAN to scale (8'/=X 11); ^ COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape N/A Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) L~ BUILDING ELEVATION DRAWINGS -with the following information: X All sides of all buildings; X Dimensions; X Colors (provide one full sized set of colored elevations); and X Materials. ~ REDUCED BUILDING ELEVATIONS -same as above to scale on 8'/= X 11. J. SIGNAGE: (Division 19. SIGNS /Section 3-1806) Under Separate Permit ^ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be N/A removed or to remain. ^ All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; N/A freestanding signs shall include the street address (numerals) ^ A Comprehensive Sign Program application, as applicable (separate application and fee required). ^ Reduced signage proposal (8'/= X 11) (color), if submitting Comprehensive Sign Program application. N/A Page 5 of 7 ORIGINAi. K. TRAFFIC IMPACT STUDY: (Section 4202.A.13 and 4801.C) n ~-"~~-"nc ^ Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: `~~ 0 ~ 206 Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. PLANNING ~EPARTIVIENT CIN OF CLEARWATER 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 (727-562750) 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 posfdevelopment levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. DW 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. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump s required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. ^ Acknowledgement offire flow calculations/water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. ~~~~ Fire Flow Calculations/Water Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER 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 Fire Prevention Department at (727) 562-4334. M. 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. 4J~ ry '~ Signature of property owner or representative DA~ltfl ~t-1. 6,R~daJ~',~~STE.E~rr-A,v~~ STATE OF FLORIDA, COUNTY OF PFPdEit,48 MA-nl~T;~, Sworn to and subscribed before me this ~ day of A.D. 20 0~,~ to me and/or by 17/F,f ~ ,who is personally known has produced _ as identification My commission expires: MY Page 6 of 7 • • ORIGINAL RECEIVED ~~ ~ ~~ 1 N. AFFIDAVIT TO AUTHORIZE AGENT: PLANNING DEPARTMENT 1. Provide names of all property owners on deed -PRINT full names: CITY OF CLEARWATER ~.~3 ~~,ssx~,a~~ ~~,-s ~SO~.,,A--~.~,~.Ta "a~~.,ri,ci-~ ~-~~4~~ ~qq~-l -rt~usr 2. That (I am'we are) the owner(s) and record title holder(s) of the following described property (address or general location): 3. That this property constitutes the property for which a request for a: (describe request) 4. undersigned (has/have) appointed and (does/do) appoint: That th e `` ~~ '~-~/ + "t't~.aG'l~t~ ~~ICE_~ESL(~E,~T InIC S,~1p('(lE,~ (~t~cYl~ ~~iy~S~bl~ ~~~ ~e1~ ~_ , - ~ 1 A~LCD }-~ as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. 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; 7. That (I/ e), the undersigne au rity, hereby certify at the foregoing is true and correct. Property Owner Property Owner ~ :'~w~t~ ~ • 3R~~,-~.us-~. ~f "-'-a~~u. 3~dEU•sor- t443 "~u~r + Marlac~~2. off' E~,SE?At.- _r~ Property Owner Properly Owner 'pA~t~'V~' "~ lA~i~-~ PYSStxI~#i~. 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 -~- ~/Q- ,Zi~_~ personally appeared ~~ L(~ ~ ~ who having been first duly sworn - -r- ~ Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. 2o~rn~ °~a~ Alicia H. Layton Q My Commission DD998658 otary Public Signatu Notary Seal/Stamp °'~'ovc~°aF Expires March 31 2007 My Commission xpires: Page 7 of 7 FLEXIBLE STANDARD DEVELOPMENT APPLICATION Benderson Development Company, Inc. Fairfield Inn Outparcel 3070 Gulf-to-Bay Blvd. Clearwater, FL DESCRIPTION OF PROJECT ~nr. ID~~~D~ ORIGINAL RECEIVED ~~~ 02 2006 PLANNING DEPARTMENT CIN OF CLEARWATER To construct a retail building consisting of 12,648 square feet with site improvements. Also, allow direct access to a major arterial street and increase the height from 25' to 35'. WRITTEN SUBMITTAL REQUIREMENTS 1. The proposed development will be in harmony with surrounding properties as this property is located on a heavy traffic, commercial corridor and the lot area being added to the site as a result of the proposed vacation will provide ample lot area for the proposal. The request contained herein to allow direct access to a major arterial street is a "technical" request due to the fact that the access already exists for the existing Fairfield building on-site. No additional curb cuts will be added, all existing curb cuts for the site will remain. 2. The proposal should encourage the development of adjacent lands and surrounding uses as this retail space will provide additional jobs and with the hotel on the same site, the proposed business, along with local businesses in the immediate area will benefit Clearwater as a whole. 3. The proposed development will not adversely affect the health or safety of persons within the immediate area as the proposed retail center is designed to meet all setback, additional parking, all sight visibility triangles are being observed and no additional curb-cuts are being requested. 4. The proposed development will not create a traffic congestion problem. More than enough parking is being provided for the site, the curb cut along Gulf-to- Bay Blvd., although existing, is far enough from the intersection and no additional curb cuts are being added. 5. The proposed development is consistent with the character of the adjacent corridor. This is a small addition to an existing site. Retail space is an acceptable use within the current zoning district and the site being located on a major corridor intersection and not mixed in with residential is a plus. 6. No adverse impacts are anticipated to adjacent sites as a result of the request. The proposed 12,648 square foot retail building is on the corner of McMullen Booth Road and Gulf-to-Bay Boulevard. There will be plenty of low lighting for security measures and hours of operation will be consistent with those in the area. . ~ • FLEXIBILITY CRITERIA -Retail Services 1. The proposed parcel for development exceeds the required lot size and width and is not in common ownership with any contiguous property. 2. a. The height of the building is per the Land Development Code as well as landscaping buffer, parking lot interior landscaping and foundation landscaping. Since the proposed retail space is within a parcel which houses a hotel with a height of 48.33', the increase in the building height from 25' to 35' will be more consistent with the hotel building. The proposed retail center is actually 25' to the parapet with additional rooftop pavilions taking the additional 10' for a more architecturally appealing building. This will reduce the boxed look. b. The increased height will not reduce the vertical component of the view from any contiguous residential property. The site is situated on a busy intersection and a 27' landscape buffer (existing, established 26 dbh & larger trees will remain along with additional landscaping to buffer the building from the residential home west of Bay Street. 3. a. No reductions are being requested in the side or the rear of the proposed development. b. No reductions are being requested in the side or the rear of the proposed development. c. No reductions are being requested in the side or the rear of the proposed development. 4. All off-street parking requirements are being met on site. There is actually additional parking, All landscape buffers are being met to buffer the parking. ORIGINAL RECENED ~~T p2 2006 PLANNING DEPARTMENT CITY OF CLEARWATER i `Clearwater 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 -Plans and application are required to be collated, stapled, and folded into sets ^ SUBMIT APPLICATION FEE $ ORIGINAL RECEIVED 5~P ~~ 2006 PLANNING DEPARTMENT CASE #: RECEIVED BY (staff initials): DATE RECEIVED: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 04/28/2006) PLEASE TYPE OR PRINT A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4202.A) APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER PROPERTY OWNER(S): List ALL owners on the deed Benderson Development Company, Inc. 8441 Cooper Creek Blvd., University Park, FL 34201 941-359 -83 03 CELL NUMBER: RB-3 Associates WR-~ Associates, Ltd. I IQg3• AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: Northside Engineering Services, Inc. 601 Cleveland Street, Suite 930, Clearwater, FL 33755 727-443-2869 FAX NUMBER: 727-446-8036 727-709-0943 E-MAIL ADDRESS: doreenc~northsideengineering.com n - n B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: Fairfield Inn Outparcel PROJECT VALUATION: $ ~`~ P/It~.~~iG_ STREET ADDRESS 3070 Gulf-to-Bay Blvd., Clearwater, FL PARCEL NUMBER(S): 16-29-16-00000-230-0200 PARCEL SIZE (acres): PARCEL SIZE (square feet): LEGAL DESCRIPTION: Bayview Terrace, Blk. 3, Lots 18-23, Inc. & Major's Manor, Lot 1 & 1/2 vacated alley on north & unplateed PROPOSED USE(S): 12,648 square feet of retail space DESCRIPTION OF REQUEST: 12, 648 Specifically identify the request (include number of units or square footage of non-residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) feet of retail space with no deviations Page 1 of 7 /I/~ ~~ 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 4202.A.5) !~ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. ^ 1. 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: 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. See attached Exhibit 'A' 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. See attached Exhibit 'A' 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. See attached Exhibit 'A' 4. The proposed development is designed to minimize traffic congestion. See attached Exhibit 'A' 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. See attached Exhibit 'A' 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of op~e~ra~tion impacts, on adjacent properties. ORIGINAL see attached Exhibit 'A' RECEIVED ~',~P 2006 o~ enmuntr_ nGpopTtUt=NT CITY OF CLEARWATER Page 2 of 7 WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) ^ Provide complete responses to the applicable flexibility criteria for the specific 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: E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4202.A.21) LF A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stomwater plan that demonstrates compliance with the City 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 exempt. ^ At a minimum, the STORMWATER PLAN shall include the following; O 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 inGuding 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. ^ Proposed stormwater detention/retention area inGuding top of bank, toe of slope and outlet control structure; ^ 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 ^ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Dw 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 4202.A) IX SIGNED AND SEALED SURVEY (inGuding legal description of property) -One original and 14 copies; !~ TREE SURVEY (inGuding 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; C~ TREE INVENTORY; prepared by a "certified arborisY', of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; ~ LOCATION MAP OF THE PROPERTY; ^ PARKING DEMAND STUDY in conjunction with a request to make deviations to the packing standards (ie. Reduce number of spaces). N/A Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ~ GRADING PLAN, as applicable; ^ PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); NA %A COPY OF RECORDED PLAT, as applicable; ORIGINAL QI~rFlvl=n SEP ~9 2006 Page 3 of 7 PLANNING DEPARTN1f:IVT CITY OF CLFARWATE:I: G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4202.A) l~ SITE PLAN with the following information (not to exceed 24" x 36"): X Index sheet referencing individual sheets included in package; X North arrow; X Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; X All dimensions; 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; X All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, incuding X description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; X Location of all street rights-of+nray 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 X and water lines; X All parking spaces, driveway , oading reas and vehicular use areas; X Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all~olitl'` waste~tainers, recycling or trash handling areas and outside ani quipment and all required screening X {per Section 3-201.(l3)(~j-arad-Ilex #701}; X Location of all landscape material; X Location of all onsite and offsite stom~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 f orm: 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; % Parking spaces: total number, presented in tabularform with the number of required spaces; Total paved area, including all paved parking spaces & driveways, X expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility X 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. EXISTING REQUIRED PROPOSED ~ REDUCED COLOR SITE PLAN to scale (8'/z X 11); l~ FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: X One-foot contours or spot elevations on site; ORIGINAL X Offsite elevations if required to evaluate the proposed stormwater management for the parcel; - RECEIVED ~ All open space areas; X Location of all earth or water retaining walls and earth berms; SEP ~ 2006 X Lot lines and building lines (dimensioned); X Streets and drives (dimensioned); PLANNING DEPARTIVIENT X CIN OF CLEARWATER Building and structural setbacks (dimensioned); X Structural overhangs; Page 4 of 7 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 41102.A) (~ LANDSCAPE PLAN with the following information (not to exceed 24" x 36"): X All existing and proposed structures; % Names of abutting streets; % Drainage and retention areas including swales, side slopes and bottom elevations; g Delineation and dimensions of all required perimeter landscape buffers; X Sight visibility triangles; R Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required x tree survey); X Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all X existing and proposed landscape materials, incuding botanical and common names; X 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 x percentage covered; X Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); x Irrigation notes. ~ REDUCED COLOR LANDSCAPE PLAN to scale (8'/=X 11); ^ COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape N/A Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) C~ BUILDING ELEVATION DRAWINGS -with the following information: X All sides of all buildings; X Dimensions; x Colors (provide one full sized set of colored elevations); and x Materials. ~ REDUCED BUILDING ELEVATIONS - same as above to scale on 8'/2 X 11. J. SIGNAGE: (Division 19. SIGNS /Section 3-1806) under separate Permit ^ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be N/A removed or to remain. ^ All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; N/A freestanding signs shall include the street address (numerals) ^ A 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. N/A ORIGINAL RECENED SEP ~ 2006 PLANNING DEPARTNiEC~I~' Page 5 of 7 CITY OF CLEARWATErt K. TRAFFIC IMPACT STUDY: (Section 4202.A.13 and 4801.C) ^ Include if required by the Traffic Operations Manager orhis/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 (727-562750) 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 poshdevelopment levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. Dw 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. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. ^ Acknowledgement offire flow calculations/water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. Fire Flow Calculations/Water Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER 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 Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made STATE OF FLORIDA, COUNTY OF PHdE-tF~46 MR+V~'g.~,, in this application are true and accurate to the best of my Sworn to and subscribed before me this ~ day of knowledge and authorize City representatives to visit and , A.D. 20 O{~ to me and/or by photograph the property described in this application. ,who is personally known has 't7AJi rF d iA ~ produced ~ as identification. ~1~' "Y Signature of property owner or rep esentative DA~ltfl ~k{. (sjR~.dA~ "[WSTf E~(><IANA-C E,1~ Notary public, ~ iaa My commission expires: • MyCommissio nDis8 ~ ~ , ~ ( ~+,. 6f...Ikt~fAlarch 3 2007 Page 6 of 7 ~~f ~ 2000 PLANNING DEPARTMENT CITY OF CLEARWATER • N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed -PRINT full names: ~~3 c'1SSoC1Prr~E..b frJ t71- S ASSOGI,A-~~ ~ LT(~ ~l'r~niC~ILL ~F-nl~~~n1 -qq3-~ 'C1Zt)sr 2. That (I arrti'we are) the owner(s) and record title holder(s) of the following described property (address or general location): 3. That this property constitutes the properly for which a request fora: (describe request) 4. That the undersigned (has/have) appointed and (does/do) appoint: '~,J + -c~r4~.a~ta n~~icE.~Pfsl ~.kT C --~-~~.,5~*1 ~i1Sc~-04t'~E,~c (~~m~~T. tni ~ T as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. 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; 7. That (I e), the undersigne au rity, hereby certify at the foregoing is true and correct. Property Owner Property Owner ~:-~w.n~ ~- 3RD,-~s-c~, o-f ~daF-~.~. e~d~+ -q43-~,~- + m~ay~, a~ E~,sE?~+- ,p~,~~ ~ 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 ,ev~ ~ day of _-~ personally appeared ~{~ LQ .~-~ ~~ who having been first duly sworn Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. 2a.-~" a~ Alicia H. Layton ~ My Commission DD198658 otary Public Signatu Notary Seal/Stamp ~oFC.~°P E~ires March 31 2007 My Commission xpires: GINAL RECENED SEP X2006 Page 7 of 7 PLANNING DEPART~VIENT CITY OF CLEARWATER • FLEXIBLE STANDARD DEVELOPMENT APPLICATION Benderson Development Company, Inc. Fairfield Inn Outparcel 3070 Gulf-to-Bay Blvd. Clearwater, FL DESCRIPTION OF PROJECT To construct a retail building consisting of 12,648 square feet with site improvements. Also, allow direct access to a major arterial street. WRITTEN SUBMITTAL REQUIREMENTS 1. The proposed development will be in harmony with surrounding properties as this property is located on a heavy traffic, commercial corridor and the lot area being added to the site as a result of the proposed vacation will provide ample lot area for the proposal. The request contained herein to allow direct access to a major arterial street is a "technical" request due to the fact that the access already exists for the existing Fairfield building on-site. No additional curb cuts will be added, all existing curb cuts for the site will remain. 2. The proposal should encourage the development of adjacent lands and surrounding uses as this retail space will provide additional jobs and with the hotel on the same site, the proposed business, along with local businesses in the immediate area will benefit Clearwater as a whole. 3. The proposed development will not adversely affect the health or safety of persons within the immediate area as the proposed retail center is designed to meet all setback, additional parking, all sight visibility triangles are being observed and no additional curb-cuts are being requested. 4. The proposed development will not create a traffic congestion problem. More than enough parking is being provided for the site, the curb cut along Gulf-to- Bay Blvd., although existing, is far enough from the intersection and no additional curb cuts are being added. 5. The proposed development is consistent with the character of the adjacent corridor. This is a small addition to an existing site. Retail space is an acceptable use within the current zoning district and the site being located on a major corridor intersection and not mixed in with residential is a plus. 6. No adverse impacts are anticipated to adjacent sites as a result of the request. The proposed 12,648 square foot retail building is on the corner of McMullen Booth Road and Gulf-to-Bay Boulevard. There will be plenty of low lighting for security measures and hours of operation will be consistent with those in the area. ORIGINAL RECENED 5EP ~ 2006 PLANNING DEPARTMENT CIN OF CLEARWATER s ~ FLEXIBILITY CRITERIA -Retail Services 1. The proposed parcel for development exceeds the required lot size and width and is not in common ownership with any contiguous property. 2. a. The height of the building is per the Land Development Code as well as landscaping buffer, parking lot interior landscaping and foundation landscaping. b. N/A 3. a. No reductions are being requested in the side or the rear of the proposed development. b. No reductions are being requested in the side or the rear of the proposed development. c. No reductions are being requested in the side or the rear of the proposed development. 4. All off-street parking requirements are being met on site. There is actually additional parking. All landscape buffers are being met to buffer the parking. ORIGINAL RECEIVED sEP 2 a 2oas PLANNING DEPARYIVIENT CITY OF CLEARWATEiG' • ~ ORIGINAL RECEIVED LETTER OF AUTHORIZATION r~ This letter will serve as authorization for Housh Ghovaee (agent Name) with Northside Engineering Services, InC. to act as an agent for (Prope'rty Owner's Name) And to execute any and all documents related to securing permits and approvals for the construction on the property generally located at .~ a -~ Location) PINELLAS County, State of FLORIDA. ~..~ ~.. ~~~~~ ~ . i~~u7 Signature of Property Owner Print Name of Property Owner Or S~'~l ~~~~ C~~~ ~v1C~ Address of Property Owner IJ s~t~L arm ,~. ~~~~ t City/State/Zip Code ~~s-r~~ c~ cam- ~~dsr~+o~ Title 1~{~,~ -C°~?.~Jb-r ~~~ - 3~i- R3C~ Telephone Number SEP 2 0 2006 PLANNING DEPARtIVIENT CITY OF CLEARWApgR State of ~"!~02.t, C~ A County of ~p,~p~-T¢ f (SEAL ABOVE) The foregoing instrument was acknowledge before~~me this ,Z~ day of , 20~, by ~A~Li~~A~['~till-as ~~S~F~ who is personally known to me or who has produced as identification and who did (did not) take an oath. (Signature) t ~ are+"u~ Alicia H. Dayton r Commission # N - ~P~ My CommissionDD199658 ;~'or r` ~~~5lGl8T[~'fJ1-1007 Notary Public (Name of Notary Typed, Printed or Stamped) 1, ~so`~ Iqq~ TI~,UST f ' ~ MAY, Z6.1UU4 f1,36PM t' '.,' /~'' Q~mtS2723 MAY- 7-isaS ~I(a r+~Ptl : J ! ~ PlNfnl.l_RS CtJ BK SA`~09 PG l~IIQ `'r.~ ,, ~ "~• IIIINI~IIUI~IIDl~11~pUIGIIIY~IlII ~~c~ 236 F. J J.t{~'t Sn ~~ P~'~ A~ ~ ~ ~~ i r•,fcc;no~J F~c; as • ,~ -~ ~~~ ~~*= `__. TH73 I:.NP]f`.NTURE, made and executed 'E:his °1 day o,~ May, C~R'f __._,x_._1999, by liSf2T.+£ F. I#bl1C anc] I]OI,ORF:S X,Dixc], luxsitiai~.~ and. xr~.l:a, hR-xainaPtex called the gxantr~r, 'ko ]tR«3 i~C&~+3~:1:P.~!F;~t, a. ~~aw '~n~_I~. r=res ;~ g,anea:a~. pa.ztxi.e.rshig~, as t!suants ` iz! aomnir>n ~~.+a11 €~]!. tl.~al~fl,~r~.flsct ~~ _.-_.. ~s.a.2aa.~ interest, ~1AT~Ai aENn~sgoa~, ltc5tta~~,~ ~~N-a~~lt~c7x ~ l~~~z~~ x: -.. ••BI~L!]bUP, b1S Tx'uatee3, Ahd®,~ ',I'&ti$t ~,gr~aement; SIFA.tG~ f34~;71e~!:lk~9a: 2~, 'i'0't'i I/fq,`~b,'*3rJ,993 kxlovtzt a.~ t2te R1UrdDA.Taxa 8EN7]Edt.&ON ].993~l. TlZ1J.~a;C, 21~ ~=i~i~?321~ a,a:, OHIm.QH QT].tlS. S!A undiv'ided 2A.8969~ iAtexes't and H'A•:•:~ 11.;~F~Og7:ll'TY~S,. T.A., a Floacida. ~,~.mitad ~a~'tnsxship, a~ tel,aaaia iaa rc:ttua:+.an Frx.1;t~. a:X uafliviA®d lU~ interest, whose post bP.Fice acidx'ess is ?!~55 Enter'pr'ise ktoad, Suita,s• 14 and 15, Claaxwatsa.x, F7.nr~.d.a 33'16'3-~ F•, 1118, hezeinafter called the grantee: i .. ~. o ~ `~ •: (Whe~X'~va.t' weed haxe9.n the terms "gxantoa:" and "granter:" n ~~^. ;' r• include all the parties to this ins'~xumenY and '~1°~~? ha~ir°a, ° `j' ~ `'' legal zepz~sentativras and. assigns of indj;vidu,a:l.s , axid .he ~~ .,, ~. ', aucGessors and assigns oP oarpox's,ticns) .~ i -, ;~ t'ITTNESSE`PYi: That said grantor, fox and. isi con~,idez^etiorx o,f ~ : ~ the a:v]n off' Ten and no/100 ($].o.OQ) L~allax's, and n't:,~'ae~' go!~d at~.l3 valuable ,consj.derations to saki grantor in hand g,aid h1T said i '. ~ gxantne, the. recei~at whereof is hereby ac}Craowledged, hr~xel~y J ,~ gzants, bargains, sells, aliens, rau!ise5, x:elea.s~s, cotiuRy~ a~'d canEizms onto the gaii4 Grantee a11. that oR~a::.n hind s~,tua.~:P a,x! ,• BTNEI.T.l~.S. Couslty, ~'10Ylda, to'~cait: 5EE EXR1flTT "7-!' Z-TTAC~A HERETO A,NA'Id'~A£ A PAR'S Fl7ytk~C7;~' 917HJECT TO COV£N21N'FS, RFSTRLCR'10ZIS, RE9EP'P~aR.'2t]NS a"~L`TU Rd19EPiRNTS T,~BTEA C7N $~H~T.iT7,' "H~' le!CTAC1iEp .Et['T7Tt.ElTO ~A,>07 T-i~F<~ F'OR T$A Yx.AR 1999 ANA AT~I, 6UR8P;~UEN`A' '~T>I~'S• ' TOGETHER with all the tanemants,.heredi'fraatent ar!d appurtenances thereto Y]slonging or in anywise appertal,ninq. - TO TIAVE AND TO HOIST, the same in Pee simple forever_ . ORIGINAL RECEIVED sEP 2 o zoos PLANNING DEPARTMENT CITY OF CLEARWATER The property appraiser. parcel idantiPieatian numi~er of tfie property is 16/29/1.6/00000/230/0200 & 0300, and saia gratltor hereby covenant with said grantee that the gx'antars a]:e 1.awF.ta1.ly sei2ed of said land in fee Simgle; that the grantors have gond. right and lawful authority to sell and canvc~y said land, and hereby warrant the title tc said land and wi7.;l. defanr9. ~aame against the claims of, all parsers whomsnevex°, and that sa1.d ].and s Prae oP all enci2mbrancea. IN WITNESS WHET2EOF, Grantor has caused these presents fie k~,a BREPAR£1) AY AND ItET~N TOc Wi].].iam J. RilttkltQri, As:quire r,i6!,22~i :5~u7-_';7'i !':i~~:+. i.. v"i QQGWvBL;,d . RZMPTON, BQItRE, WlLI'T£ 6c liETi]£N, g.11. ;,L.-~in(i 28059 Cr. 3. RighWay ].9 2iosth, Suite ].Q9 ~i~GrS~i~n u::; PFltic:, it?.:~. 'LJl r:l lt' ~ Lrh~`lJ ] ll~, ~~~.1'l: 4'18d1'HdtCS'~ FI, 33761 TEiuRU I'_LS i il_7" ~~:. r. 1~~.':. :.III . 1L1':t.I~. .r. t llrr 1'.V. Jrr ~dAY, 2G. 2004 8:3GP~~4 - P IN~'L1.A& G®I~NTY ~'I..F3 , GF'F,R<eC,0~ i[1~CJ~ P(3 lUl! fl0. '236 --- ;', G ~.,.. :_~: F~• ex9C `eS'd 3,21 their names the da z~nd yeaP Ti.]^s~•t' a)»'va wra.lG~t~. ~~trx~ ~~ ~xa~x>~. conrrs~lt n~ ~xr~~na~s '1'ha Porm~oing ins'Lrumen~ was a~..ltnowle~dgr~d k~~£c~~ ?p~ •F~,ha,a ?tli <iay o£ Mety, 'I.~'99, by 1~tx.~ ie, a]Y~~ ~.i1$ nUbclE)l~t~ F~it?;~, 1~u~akaR.a~l~ a~at) xi£e, wha (df are p~axAanttl2y 7cnown ~a m~ o~ ( ) h~v~ ~~~:oduaec~ dxi.ve~+s' :I.S.c+~n~aa,s a~ ir~en~iri£icm~i.an ar~d w~,r ( ) d,i.!~ oa;' (k~~)'°c?ii3 i~ot 1;alcm ~n oath. My ~ammis~ion Expires: T~~. _, Nc ~ puki7.~_e ` ORIGINAL RECEIVED SEP 2 0 2006 PLANNING DEPARTMENT CIN OF CLEARWATER (d,4Y, 26..2UUh 6.36P t10. ~2 3 b ?. 7 P TN~LLP19 CdUNTY FLFi , CtFF,fFlnC,6f< i()~QS PtJ tf~t'~ p~~~ 1: ' Tkta 8auth 1/2 ai' the 9authoaaC 1/4 of 'the Sasithwast ~./d o'tT Chs 2TarxltvreAt :L/~ of ;5~:~:rt.~-'ti, 1G, 'Powga2eip 19 .^.ottt;li, ltnetUn 1G li~rat, nl~nollaa County, plari.da., las:a khrS~ pa t3 !'.hoxc.c!F lying within t•.he right:-oE-way of-State lsaetd 60, and leas the 9auth a70 fca+:t qT: 4S~F: tts„s, d00 fact khereof, and letsc the East 33 feat astd the WeffiC 30 last Cktaxea£ ;nor sexstes°s. Aisd, I.oke 18 to 23, inc].uaivc, in Sl9ak 3 of 1}ayview Terrrar:e, acr~~rrli•ng *a td~.e p:1.n.r. thereo>< reoorded is Plat Hook 11, pa4s 63, public zscoxcls of P~.a~e11,z~s Cotinky, PJ,n%l.elze, _te~i. Lot 1 Q>a tgajez's Maaox, aa5oxding to the glat theseo£ reeoxcled izt >rl.z~e )5ar~3c 3n, ;~iag~t n", publio recazde of Pinailas Cattztty, Florida) together taith vavsteti Caxo~.J,nn Sl°xeet~ mute;S.ng t-7.1 of as.id lots oa the South. L&SS send 1;ISCT.PT tlaoaa paxtc ChorQa£ deucr~.bAd in. dzdsxs of raki.ae.q xaoAxr?.srl in d,R. Ar:szl~ 6060, pegs 137],,.d.R. Book ']041., gale 1a3®, Altd d.3t, pooh 7~3~, pago 21.D'J, oT; t:k?p nu.}sl~.e records of Pinellas Cvemty, Florida. PARCEL 2: The Sattth'370.00 $eet of tkte ~aet 300.90 $eet of ekam South 1./2 9g k2ae Scx«t;hor,rap :L/~ aE 4k:n .. Sout;he+iest 1/4 of thA kloxthweot 1/~ oA. section 16, TowuaT~.p 29 South., Raaga 16 E:P•s~=~ pinell~s ~ounty, FLoxida. LIL59 j+~m LICCTPS Case South 5D.00 feet thereog for tight-of-way £or Gup£~~t"r~-'Bay Heae.tleu~~ed (BCaCa Road Na. 601.. AND LESS AMID TT.~CCEPT the East 33.00 £eeC thereof far tight-of-way foa• FTa:~xtan Ra?cl (Strata Road 593). axrd , zass aaa SxCEPT . thae gars of the 7aropazty kalcen by Uoz9eiemn~tion by , ndaDe+da:JU1y aAat7f Tsu3nportatioa oL' the State oS 'Florida as eat $arth is drdez e# ~stTsing 1909 and in "F"inal O'udgmant as to parael 131, [Rell£ord Cnrgoz•~stiorl stxsd Mvxtfaxd,S~;cLF~tn dated Se'gpembar 26, 1989; in the action ist®k3.CUted iri th4. Cizauit Got>.rr of the ~'udi.ciaa Circuit itt si~ad for Eixte~.?.aa Cattney, Stator of Flasiila, c9.vi1 n~.viuJ.ora, Crsa xro. 89-6905-19 A.ttd recorded is O.R. t30ok 7D41, pegs 1].q2; asd ~.n U.R: Hoo}: '7095, pays 1h2S, zoepootivaly of Chm public sncordc of flizteling county, Ulax'idia,. AND LaSfi that .pare of 'C.he pxopszty et>acen by condguutation by &ino11-r.:s Ca~~:nCy as sr~>m t`ati.Oh is uStipulated Fistal Judgment Aa Ta 8arcel Nos, 100 t ?40" dared ,1taa6 7'7, 1990 J.xx t:b.e. action imstiCUted in the CixcuiC Court for Dinellas County, Florida, Ci.reui.t C9.v:i.1 110. 08-11870-10. ORIGINAL ~~I~~ RECENEDi ' ~ SEP 2 0 2006 PL4NNING~DEPARTMEIVr .. CITY OF CLEARiNATER ' MAY, 16.1UU4 d:j6YM f~U, 136 i', U ~~ P IN~6,L,FS COUNTY ~'l~fi , ' E>dllblt "13" Reservations of xoad xxghts n£ way in favor of the State oi'P.lc~xacla, as s~:t fcirtll i?t deed fro t11P. Tnlstees of tIle rntez~lal Tlnprov®ment Pun~l, I~cor~de.cl i~l. T~eeci 13nn1 $97., pag~a 401. (.~1.s to parcels 1 and 2) F..asement is favor cif 1~loridaPower Carparafii,on as recorded in Q..R.1:3riols :303, page 515, Public Records of k~inellas bounty, Florida. (~1.s to ~a.rcPl ?) Easexneut in favor of PixleIlas Comb set forth m. instnxlllezlt xrcord.e~ ii.l Q.R, :~ioc)1,; bSb0, page 2371, Public Records of Pinellas Co~mty, Florida.. ~~~~~~ ORIGINAL ; RECENED SEP 2 0 2006 PLANNING DEPARI'NtEtvl CITY OF CLEARWAT~.~:. s~t~~ ELI;, ~ '~ ._ r Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLS2006-09060 03 Flex Std-Commercial 010-341262 475.00 Line Item Total: $475.00 Payments: S Method Payer Initials Check No Confirm No How Received Amount Paid Check BENDERSON MGMT SERVICES CAK 855713 In Person 475.00 Payment Total: $475.00 ORIGINAL RECEIVED SEP ~ 2006 PIANNWG DEPARYiViENT CIN OF CLEARWATER Receipt#:1200600000000009556 Date: 09/20/2006 9/20/2006 11:10:40AM THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. Page 1 of 1 cReceipt.rpt ~ • • ~~~~1~, FLS2006-09060 3070 GULF TO BAY BLVD Date Received: 09/20/2006 FAIRFIELD INN ZONING DISTRICT: C LAND USE: CG ATLAS PAGE: 292A PLANNER OF RECORD: NOT ENTERED CLWCoverSheet 0 ^ ~ LAND PLANNINIG ~ _.~:_~~e~:_„_ ENVIRONMENTAL ~ ~~ ~ ~~ ~~ TRANSPORTATION ~ LETTER OF TRANSMITTAL Date: Scptenlber 19.2006 To: Sherry L. Watkins, Administrative Analyst City of Clearwater Planning Department 100 S. Myrtle Ave, #210 Clearwater, FL 33756 Reference: Fairfield Inn out Parcel. --- 31)70 <:7ulf to Bay Blvd NES Proj# 0641 We Transmit: X Originals X_ Prints X Enclosed Under Separate Cover Addendum Mail UPS Overnight Shop drawings Pick-Up X Hand Delivered Specifications X Applications Floppy Disk 1 Check #855713 for X475.00 15 Flex Standard Develo ment 15 Letter of Authorization 15 Warranty Deeds 15 Surveys (1 signed and sealed) 15 Stormwater Report & Narrative (1 signed and sealed) 15 Trees Survey and Inventory 15 Civil & Landscape Drawings (5 sheets) 15 8.5" X 11"Civil Site Plan 15 8.5" X 11"Colored Landsca e Plan 15 8.5 X 11"Colored Elevations 15 8.5 X 11"Building Elevations 1 Color chip attached to Original Arc. Drawing 15 24 X 36 Architectural Drawings Please contact us at (727) 443-2869 should you have any questions or comments. Copies to: FILE By: N. Pelzer Angel Haines, Executive Admin. Assistant D. Williams 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRING.COM N ESTECH ~~ MI N DS P RI NG.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 `,' ,~. ~r° =. '~i~ LONG RANGE PLANNING DGVIi1.OPMI:N'I' RIiVIF;W January 22, 2007 CITY OF CLEAF\WATER PLANNING DEPARTMENT Posr OI=r•ICI: Box 4748, CLI~:nxWA"rl:a, Fl.oalnn 33758-4748 MUNICIPnI, SI',RVICIiS ~UII,nING, lOO SOU"1'fi MYN'Cl.ii AVIiNUIi, (,LIiAKWn"I'HR, Pl.olilnn 3776 '1'la.r•.I>t1oN1: (727) >62-4567 Fnx (727) 562-4865 Northside Engineering Services, Inc. Doreen Williams 601 Cleveland Street Suite 930 Clearwater, FL 33755 Re: Development Order regarding case FLS2006-09060 at 3070 Gulf to Bay Blvd. Dear Ms. Williams: This ,letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On November 2, 2006, the Development Review .Committee (DRC) reviewed your.application for Flexible Standard Development approval to construct a new retail sales and service building in the Commercial (C) district. The request is for an increase in the allowable structure height from 25 feet to 35 feet under the provisions of Section 2-703.R. The DRC recommended approval of the application with the following bases and conditions: . Bases for Approval: 1. The proposal complies with the Retail Sales and Services criteria under the provisions of Section 2- 703.R.; 2. The plan complies with General Applicability Criteria under thesprovisions of Section 3-913; and 3. The proposed development is compatible with the surrounding area. Condition of Approval: 1. That all signage must be permitted separately; 2. That all building colors and architecture are consistent with the submitted plans; and 3. That all proposed utilities be placed underground. , I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with the above conditions. The approval is based on and must adhere to the application received October 2, 2006 and other supporting documents received January., 0, 2007. , Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (January 22, 2008). All required certificates of occupancy Icmn (hn;;~~, C~,i ,~cu.~ir:~u+r.i; I I~sr I I:~~nrrux. Cc,r~r.ii.~rr_wir:r, ISn.i.Jc,~u,~, Cc,r~,.ii.~m.>n;r,r ® Cnrie~ A. Pr:n:rtir:~, C~,r~c:u.~n[~uira: ,.I,;, a ,ai. l?;~u~i c n ~m.~"r ,~xi, i\rrn;.~r:cnvr. nc:'rl~,~ I~.,~mi.<rrr:r~~ -.1 ,.. Northside Engineering Services, Inc: Ms. Williams Page-Two shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that maybe 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. If you have any questions, please do not hesitate to call Scott Kurleman, Planner II, at 727-562-4567 x 2504. You can access zoning for parcels within the City through our website: www.m_yclearwater.com. Sincerely, ~~ ~~ Michael Delk, AIC Planning Director S.•IPlnnning DepnrUnentlC D BlFlex Standard (FLS)IPending Casesl2 -Reviewed and PendinglGulf to Bny 3070 -Retail Center Farif:eld Inn (C) 11-2- 06 SKIGuljto Bny Blvd 3070 Development Order.DOC or~~~odc~ ~. s ~ . January 10, 2007 Mr. Scott Kurleman Planner II City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33756 RE: FLS2006-09060 3070 Gulf to Bay Plaza NES: 641 Dear Mr. Kurleman: CIVIL c LAND PLANNING ~ ENVIRONMENTAL ~ TRANSPORTATION ~ Engineering: 1. Gate valve for FHA has been added. See Sheet C4.1. 2. Property name has been changed from Fairfield Inn Outparcel to Fairfield Inn Retail. The same owner for both the Fairfield Inn and the Retail will remain the owners. 3. It has been determined that the site does not trigger the 50% rule. In a meeting on January 9, 2007, with traffic and fire, it has been determined that 25 deg. radii is acceptable. We have agreed to modify the ingress/egress at Bay Street. Existing ingress/egress to remain as to not trigger FDOT. 4. Five sets of signed & sealed as-bunts to be submitted. 5. General Notes are acknowledged. Fire: Turning radii for ingress/egress have been discussed in a meeting held on January 9, 2007. It has been agreed that the turning radii for the Gulf-to-Bay entrance will remain at 25 deg. with a 24' drive aisle; the drive aisle on McMullen Booth will not be touched. The ingress/egress along Bay Street is ingress at 25 deg radius and egress is at 45 deg. All drive aisles are at 24' width. Landscape: 1. Note has been added to landscape plan to use pine bark or another approved mulch instead of cypress mulch. See L1.1. ORIGINAL RECEIVED 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRING.COM NESTECH ~~MINDSPRING.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 ~~N 112001 PLANNING DEPARTMENT CITY OF CLEARWATER ~~ • Mr. Scott Kurleman January 10, 200? Page Two Land Resource: 1. Tree preservation plan has been provided. 2. All utilities are shown on plan. 3. Demo Plan has been revised showing trees 52-59 to remain. 4. During a meeting held on January 9, 2007, it has been determined to remove tree #51. 5. Tree #51 canopy not applicable since tree is being removed. Parks and Recs: 1. It is acknowledged that as long as the proposed project remain retail, no further fees are due and if any hotel rooms are added, fee would- become due. Traffic Engineering: 1. Interior drive aisle and landscape islands have been revised. Cannot afford to lose DOT permit and agreed not to move driveway. 2. ADA truncated domes at ramps at Gulf to Bay. have been noted. 3. Radii of driveways have been reviewed, discussed and agreed that they remain as is. Driveway radii at Bay Street will be modified. 4. Stop sign & stop bar have been added. 5. 20x20 sight visibility triangles have been revised. 6. General Notes are acknowledged. Seven sets of plans have been resubmit addressing all above comments. Sincerel , Doreen A. illiams ~ Project Director Enc. ORIGINAL RECENED JAN 11 200 PANNING DEP/~RTfVIEN r CIN OF CLEARWATE~~ ~^ B ~ ~~ January 10, 2007 Scott Kurleman Planner II City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33756 :;., FLS2006-09060 3070 Gulf to Bay Plaza Dear Mr. Kurleman: Gate valve for FHA has. been added. See Sheet C4.1. Property name has been changed from Fairfield Inn Outparcel to Fairfield Inn Retail. The same owner for both the Fairfield Inn and the Retail will remain the owners. It has been determined. that the site does not trigger the 50% rule. In a meeting on January 9,;2007, with traffic and fire, it has been determined that 25 deg. radii is accept<~ble. We have agreed to modify the ingress/egress at Bay Street. Existing ingress/egress to remain as to not trigger FDOT. Five sets of signed & ~:ealed as-builts to be submitted. General Notes are ack;iiowledged. Turning radii for ingress/egress have been discussed in a meeting held on January 9, 2007. It has been agreed that the turning radii for the Gulf-to-Bay entrance will remain at 25 deg. with a 24' drive aisle; the drive aisle on McMullen Booth will not be touched. The ingress/egress along Bay Street is ingress at 25 deg radials and egress is at 45 deg. All drive aisles are at 24' width. ' Note has been added t~~ landscape plan to use pine bark or another approved mulch instead of cypress mulch. See L1.1. 601 CLEVELANG STREE?. ~:;'-" CLEARWA,TER, FLGRl~~A 37% NESADMINC?MiNDSP~:;i~~~~.:_ii;`.•, NESTECH ~~MIfJGSPitl~d,',.<_O!'~1 727 • 443 • 2869 FAX 727 • 446 8036 1'~ • • . Mr. Scott Kurleman January i 0, 2007 _ Page Two Land Resource: 1. Tree preservation plan has been provided. 2. All utilities are shown on plan. 3. Demo Plan has been revised showing trees 52-59 to remain. 4. During a meeting helgl on January 9, 2007, it has been determined to remove tree #51. 5. Tree #51 canopy not applicable since tree is being removed. Parks and Recs: 1. It is acknowledged th~it as long as the proposed project remain retail, no further fees are due and if any hotel rooms are added, fee would become due. Traffic Engineering: l . Interior drive aisle an~i landscape islands have been revised. Cannot afford to lose DOT permit and agreed not to move driveway. 2. ADA truncated domes at ramps at Gulf to Bay have been noted. 3. Radii of driveways ha~e been reviewed, discussed and agreed that they remain as is. Driveway radii 'at Bay Street will be modified. 4. Stop sign & stop bar nave been added. 5. ~ 20x20 sight visibility triangles have been revised. 6. General Notes are acknowledged, Seven sets of plans have been resubmit addressing all above comments. Sincerel , v " c~ ~~,~ ~7~,7 Doreen A. illiams Project Director Enc. December 4, 2006 Mr. Scott Kurleman City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33756 RE: FLS2006-09060 Dear Mr. Kurleman: ® CIVIL ~ LAND PLANNING e ENVIRONMENTAL ~ TRANSPORTATION ~ Please find our written responses to the conditions associated to the above case dat0d October 31, 2006. ENGINEERING: 1. See Sheet C4.1 for existing and proposed utility connections. 2. "Out Parcel" has been removed from all sheets. 3. See Sheet C3.1 for turn radu at 30'. 4. Prior to Building permit, all city details will be applicable. 5. Prior to Certificate of Occupancy, Five sets of as-built drawings will be submitted. UNDERGROUND UTILITIES 1. All underground utilities from the right-of--way will be placed underground prior to C.O. FIRE: 1. See Sheet C3.1 for turning radii. 2. See fire notes on C4.1. FDC shall be a minimum of 15' from building and shall have fire hydrant within 40' . 3. See additional fire hydrant within 300' of building on Sheet C4.1. 4. Fire department access slop will not exceed 1' drop in 20'. See revised Sheet C4.1. 5. See Sheet C4.1 for fire notes. LANDSCAPE: 1. Note has been added to Sheet Ll.l pine bark or other approved mulch to be used instead of cypress mulch. ORIGINAL RECEIVED 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 N ESADMI N@MI N DSPRI NG.COM N ESTECHQMI N DSPRI NG.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 D~~ 1 ~~ 2L~06 PLANNING DEPARTMENT CITY OF CLEARWATER ~~~~ ` ~ Mr. Scott Kurleman December 4, 2006 Page Two LAND RESOURCE: 1. Tree Preservation Plan to be provided prior to Building Permit. 2. All utilities are shown on Sheet C4.1. 3. Demo Plan has been revised to show preserving trees 52-59. 4. See east/west section through Tree #51. 5. Canopy for tree #51 is shown. PARKS & RECES 1. It is acknowledged no fees are due as long as project remains retail. STORM WATER: 1. SWFWMD permit attached herewith. SOLID WASTE: i. Hotel dumpster to be shared with retail spaces. A compacter has been brought to the owner's attention. TRAFFIC: 1. In order for us to align the Gulf-to-Bay driveway with the landscape island, we must go back to FDOT. We wish not to touch the existing curb cut. It was extremely difficuh in obtaining an FDOT permit for this curb cut and if resubmitted, we may lose the curb cut all together. 2. The curb cuts are not being disturbed along Gulf to-Bay and McMullen Booth Road. This project does not fall under the 50% rule. 3. Turning radii is revised to 30'. See Sheet C3.1. 4. Stop sign with stop bar at all driveways per MUTCD standards are acknowledged. See Sheet C3.1. 5. 20x20 sight visibility triangles have been corrected on Sheet C3.1. Please contact our office with any additional comments. Sincerely, i ~ - oreen A. Williams Project Director ORIGINAL Enc. RECEIVED DEC 14 2Q06 P C TY OF DEARWA ERA 5o~a ~ . October 2, 2006 Mr. Scott Kurleman Planner II City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33756 RE: FLS2006-09060 3070 Gulf To Bay Blvd -Letter of Incompleteness Dear Mr. Kurleman: CIVIL ~ LAND PLANNING ~ ENVIRONMENTAL ~ TRANSPORTATION ~ ORIGINAL ~~EIVED 2 2006 ':~i~i,>ai~~ ~EpgRTMENT t ei~, ~F ,~~1r~4RWATER Please find listed below responses to the letter of incompleteness dated September 27, 2006. 1. Please see revised narrative in regards to justification of height from 25' to 35'. 2. All parking spaces, driveways, loading areas and vehicular use areas on shown on Staking Sheet C3.1. 3. Loading zone has been indicated on Sheet C3.1 measuring 12'x35'. 4. Solid Waste containers, recycling or trash handling areas are shown on plans. The dumpster located on the northwest portion of the existing site will be shared with the retail space. On a previous submittal, this was acceptable with the City on FLD2004- 11081. See architectural plan for mechanical equipment and screening. 5. Application has been revised to indicate and "X" in Section L. This should satisfy the incompleteness of the above project. If you have any additional comments, please feel free to call. Sincerely, Doreen A. Williams Project Director 601 CLEVELAND STREET, SUITE CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRING.CON NESTECHOMINDSPRING.COM 727 • 443 • 2869 FAX 727 • 446 930 8036 Clearwater September 27, 2006 Housh Ghovaee 601 Cleveland Street Suite 930 Clearwater, F133755 VIA FAX: 727-446-8036 RE: FLS2006-09060 -- 3070 GULF TO BAY BLVD -- Letter of Incompleteness Dear Housh Ghovaee The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-09060. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. Please respond to the Height flexibility criteria 2-703.R.2. Minimum code allows a structure height of 25 feet. The application is requesting 35 feet. 2. Show on site plan. All parking spaces, driveways, loading areas and vehicular use areas; 3. Show on site plan, one offstreet loading space per Section 3-1406. Off-street loading and vehicle stacking spaces. A. Design. Offstreet loading spaces shall measure not less than 12 feet in width and 35 feet in length, exclusive of aisle and maneuvering space, and shall have a vertical clearance of at least 14 feet. Off-street loading and access facilities shall be designed to accommodate all vehicles onsite without obstructing aisles or parking spaces. B. Schedule. Any use identified below shall provide off-street loading in all districts except the D and T districts, as specified: 1. Offices: One loading space shall be provided for each such building, for more than 6,000 square feet of gross floor space. 2. Commercial or industrial use: Any building containing 5,000 square feet or more of gross floor area designed or adaptable for commercial or industrial use shall be provided with loading spaces in accordance with the following table: TABLE INSET: Total Gross Floor Area (in square feet) Loading Spaces 5,000 to 15,000 1 Over 15,000 to 50,000 2 Over 50,000 to 100,000 3 Each additional 100,000 1 additional 4. Show on site plan the 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 }; CITY OF CLE~RWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 .TELEPHONE: (727) 562-4567. FAX: (727) 562-4576 W W W . MYCLEARWATER. C OM Letter of Incompleteness - FLS2006-09060 - 3070 GULF TO BAYBLVD ~CITYOFCLE~RWATER o ~al „at~r PLANNING DEPARTMENT - MUNICIPAL SERVICES BUILDING ~ 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W.MYCLEARWATER. COM September 27, 2006 5. Please initial section L., an "X" mark is not acceptable. 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 Friday September 29, 2006 @ 3:OOpm. If you have any questions, please do not hesitate to contact me at 562-4567x2504 or Scott.Kurleman@myclearwater. com. Sincerely yours, Scott Kurleman Planner II Letter ofLicompleteness - FLS2006-09060 - 3070 GULF TO BAYBLVD Clearwater September 27, 2006 Housh Ghovaee 601 Cleveland Street Suite 930 Clearwater, F133755 VIA FAX: 727-446-8036 RE: FLS2006-09060 -- 3070 GULF TO BAY BLVD -- Letter of Incompleteness Dear Housh Ghovaee The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-09060. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. Please respond to the Height flexibility criteria 2-703.R.2. Minimum code allows a structure height of 25 feet. The application is requesting 35 feet. 2. Show on site plan. All parking spaces, driveways, loading areas and vehicular use areas; 3. Show on site plan, one offstreet loading space per Section 3-1406. Off-street loading and vehicle stacking spaces. A. Design. Offstreet loading spaces shall measure not less than 12 feet in width and 35 feet in length, exclusive of aisle and maneuvering space, and shall have a vertical clearance of at least 14 feet. Off-street loading and access facilities shall be designed to accommodate all vehicles onsite without obstructing aisles or parking spaces. B. Schedule. Any use identified below shall provide off-street loading in all districts except the D and T districts, as specified: 1. Offices: One loading space shall be provided for each such building, for more than 6,000 square feet of gross floor space. 2. Commercial or industrial use: Any building containing 5,000 square feet or more of gross floor area designed or adaptable for commercial or industrial use shall be provided with loading spaces in accordance with the following table: TABLE INSET: Total Gross Floor Area (in square feet) Loading Spaces 5,000 to 15,000 1 Over 15,000 to 50,000 2 Over 50,000 to 100,000 3 Each additional 100,000 1 additional 4. Show on site plan the 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 } ; Letter of Incompleteness - FLS2006-09060 - 3070 GULF TO BAYBLYD CITY OF CLE~WATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W.MYCLEARWATER. COM LL CITY OF CLE~RWATER ° earwater PLANNINGDEPARTMENT '- MLJNICIl'AL SERVICES BUILDING ~ 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WW W.MYCLEARWATER.COM September 27, 2006 5. Please initial section L., an "X" mark is not acceptable. 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 Friday September 29, 2006 @ 3:OOpm. If you have any questions, please do not hesitate to contact me at 562-4567x2504 or Scott.Kurleman@myclearwater. com. Sincerely yours, ~/ ~~ Scott Kurleman Planner II Letter of Incompleteness - FLS2006-09060 - 3070 GULF TO BAYBLVD LLCITY OF CLE~WATER ° earwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING ~ 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER.COM October 06, 2006 Housh Ghovaee 601 Cleveland Street Suite 930 Clearwater, F133755 VIA FAX: 727-446-8036 RE: FLS2006-09060 -- 3070 GULF TO BAY BLVD -- Letter of Completeness Dear Housh Ghovaee The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-09060. 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 November 02, 2006, in the Planning Department conference room -Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments maybe generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 562-4567x2504 or Scott. Kurl eman@myclearwater. com. Sincerely yours, Scott Kurleman Planner II Letter of Completeness - FLS2006-09060 - 3070 GULF TO BAYBLVD 5g 7275624961 PUBLIC UTILITIES FLOW TEST CITY CF CLEARWATER WATER DEPARTMENT L.QCATI~N ~. ~ ~ '~ PAGE 02 DATE OF 'TEST ~ ~ ~ - -- ~u~ ("~ t STATIC: I'SI ~ ~ ~ ( ~ `.~ RESIDUAL PS( f(-i `-' ~ ~ ~ ~7` ~~(~ I~ i~ ~~ ~. CUSTOMER REt~UESTING TEST ORIGINAL RECEIVED 5~p 2 0 2006 PLANNING DEPARTMENT CITY OF CLEARWATER ~1+` 9 ~or~~~o~ E~~~. • CIVIL ~ LAND PLANNING e ENVIRONMENTAL ~ TRANSPORTATION ~ STORMWATER REPORT FOR FAIRFIELD INN OUT PARCEL ORIGINAL RECEIVED SEP 2 0 2006 PLANNING DEIsAR~'IN`NT CITY OF CLEARW,Q~ER 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRING.COM N ESTECH «MI N DSPRI NG.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 H,... ~ . Ram A. Goel, Ph.D., P.E,,~#,47431 ~&ff ., -~. =~ - ~:~ a - .. ~.;~: Pr ~' ct~No. 0641 ~ - - ~~' q ~ a a e il / ~~_. ~~ . +~: '~ { ,~ DRAINAGE NARRATIVE CEP 2 0 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Site Summary The project is located in section 16, township 29S and range 16E in the City of Clearwater. The contiguous owned property is 191,097 sf and consists of the construction of an additional retail building with associated parking, road infrastructure, storm management system and utilities and results in the following: • Removal of 15,564 S.F. of impervious vehicular use area Construction of 39,534 S.F. of impervious vehicular use area and 17,505 S.F. of new building and sidewalk. This will yield a 23,970 S.F. INCREASE of impervious vehicular use area and overall there will be a 57,039 S.F. INCREASE in total impervious area. Design Criteria Discharge is into the City of Clearwater storm system and the design criterion is the more stringent of the City of Clearwater's and SWFWMD storm requirements. The more stringent requirement results in a minimum pond volume based on the Clearwater's requirement that the 25yr peak post-development discharge is attenuated so that the 25yr peak pre-development discharge is not exceeded at a time of concentration of 60 minutes. In addition only 50% of the existing impervious prior to the existing pond being built is eligible for credit. '/2" of water quality and 6" of freeboard will be provided between the highest design stage and top of pond. Water Quality Treatment 1/2" water quality treatment over the total rainage area of 191,097 sf yielding a total requirement volume of 7,962 cf is provided in the detention pond which has a volume capacity of 8,304 cf between elevations 7.00 and 7.80. This water quality volume is filtered through 110 I.f. of 6" underdrain within 22.0 hours of the end of the rainfall event. Water Quantity Attenuation Water quantity attenuation was provided so that the pre-development peak discharge rate prior to the construction of the current storm water and taking credit for'/2 of the impervious at that time is not exceeded by the built-out post-development peak discharge rate for the 25 year storm. A detailed derivation of this information can be found in the attached spreadsheets and is summarized in the following table: Site Char acteristics Area (s.f.) Time of Runoff Coefficient Concentration minutes Pre-Development 188,688 60 0.20 Prior to i ORIGINAL RECEIVED ~~ construction of existin and Post-Development 191,097 60 0.82 (Built out condition includes current proposed construction Table 1 Storm Event Summary Design Storm Post-Development Pond Sta a elevation feet Peak Discharge (cfs) Pre Post 25 rPost-Dev/25 r Pre-Dev 10.02 4.07 4.07 Table 2 Design storm discharge is across a 4.5" wide weir with a crest elevation of 7.80 and protected from debris and oil by an aluminum skimmer. Storms greater than the design storm are discharged through the top of grate elevation of 10.02 of the modified type "C" control structure with an invert of 5.89, into the existing 24" RCP which ties into the storm sewer system along Mcmullen-Booth Road. Summary of Modification to Existing Control Structure The site currently contains a pond as part of the existing storm water management system. Because the pond has additional storage capacity that is currently not being used, the control structure will be modified so that this additional storage capacity can be utilized. The following table summarizes the proposed modification of the existing control structure to accommodate the additional runoff: Existin Modified T e "C" Control Structure As-Built Pro osed Structure I.E. 5.89' 5.89' 6" Underdrain I.E. 6.00' 6.00' To of Slab EI. n/a 6.50' Bottom of Skimmer EI. 7.19' 7.30' Bottom of Slot EI. 7.68' 7.80' Width of Slot 16" 4.5" To of Skimmer EI. 10.02 10.02 To of Grate EI. 10.02 10.02 ORIGINAL RECEIVED SEP 2 0 2006 PLANNING DEPARTMENT CITY OF CLEARWATER PROJECT NAME: PROJECT NO. FAIRVIEW INN OUTPARCEL 641 CONDITIONS PRIOR TO ANY PERMITTING TOTAL DRAINAGE AREA= 187,466 SF = 4.30 ACRES IMP. AREA= 42,820 SF = 0.98 ACRES POND AREA= 0 SF = 0.00 ACRES PERV. AREA= 144,646 SF = 3.32 ACRES C CALCULATIONS TOTAL DRAINAGE AREA= 187,466 SF IMP. AREA= 42,820 SF OF IMP. AREA @ C = 0.475 POND AREA= 0 SF OF POND AREA @ C = 1 PERV. AREA= 144,646 SF OF PERV. AREA @ C = 0.2 C = 0.26 (1/2 CREDIT FOR EXISTING IMPERVIOUS PER C.O.C) T.O.C. = 60 MINUTES BUILT OUT PROPOSED CONDITIONS TOTAL DRAINAGE AREA= 191,097 SF = 4.39 ACRES IMP. AREA= 141,241 SF = 3.24 ACRES POND AREA= 15,870 SF = 0.36 ACRES PERU. AREA= 33,986 SF = 0.78 ACRES C CALCULATIONS TOTAL DRAINAGE AREA= 191,097 SF IMP. AREA= 141,241 SF OF IMP. AREA @ C = 0.95 POND AREA= 15,870 SF OF POND AREA @ C = 1 PERV. AREA= 33,986 SF OF PERV. AREA @ C = 0.2 C = 0.8 T.O.C. = 60 MINUTES ORIGINAL RECEIVED SEP 2 0 2006 PLANNING DEPARTfVIENT CITY OF CLEARWATER • PROJECT NAME : FAIRVIEW INN OUTPARCEL PROJECT NO.: 641 POND'S STAGE STORAGE DATA T.O.B. EL.= EX. GRATE EL. (AS-BUILT) _ PROP. D.H.W. EL.= EX. D.H.W. EL = PROP. W.Q. EL. _ EX. W.Q. EL. (AS-BUILT) _ BOTTOM EL.= STAGE ft AREA SF AREA AC STORAGE CF 10.50 15,871 0.364 44,699 10.02 15,021 0.345 37,284 9.70 14,454 0.332 , 9.27 13,692 0.314 26,517 7.80 11,088 0.255 8,304 7.68 10,876 0.250 6,986 7.00 9,671 0.222 0 TOTAL WATER QUALITY CALCULATIONS: DRAINAGE AREA = REQUIRED WATER QUALITY DEPTH = REQUIRED WATER QUALITY VOLUME _ PROPOSED OUTFACE ELEVATION = AVAILABLE WATER QUALITY = 191,097 SF 0.50 IN 7,962 CF 7.80 FT 8,304 CF ORIGINAL RECEIVED SEP 2 0 2006 PLANNING DEPARTMENT CITY OF CLEARWATER NORTHSIDE ENGINEERING SERVICES POND DRAWDOWN ANALYSIS PROJECT: FAIRVIEW INN OUTPARCEL PROJECT NO.: 641 VOLUME PROVIDED = 8,304 C.F. BOTTOM OF SLOT ELEV. = 7.80 BOTTOM OF POND ELEV. = 7.00 UNDERDRAIN INVERT ELEV. = 6.00 COEFFICIENT OF PERMEABILITY (K) = 0.09 FT/MIN LENGTH OF UNDERDRAIN = 110 FT SIZE OF UNDERDRAIN = 6 INCH POND AREA (SF) = 11,088 S. F. POND AREA (SF) = 9,671 S. F. ELEV. AVG. HEAD INCR HEAD L (AVG) HYD. GRAD. ILTER ARE FLOW POND AREA INCR VOL. INCR TIME FT FT FT FT FT/FT S.F. CFM S.F. C.F. MIN. 7.80 11,088 1.45 0.20 2.75 0.53 173 8.20 2,182 266 7.60 10,734 1.25 0.20 2.75 0.45 173 7.07 2,111 299 7.40 10,380 1.05 0.20 2.75 0.38 173 5.93 2,040 344 7.20 10,025 0.85 0.20 2.75 0.31 173 4.80 1,970 410 7.00 9,671 TOTAL DRAWDOWN VOLUME _ TOTAL DRAWDOWN TIME _ 8,303 C.F. 22.0 HOURS ORIGINAL RECEIVED 5EP 2 0 2006 PLANNING C~EPARTIVIENY CITY OF CLEARWATER • ~ NORTHSIDE ENGINEERING SERVICES 25 YEAR STORM EVENT PROJECT: FAIRVIEW INN OUTPARCEL PROJECT NO. 641 RUN-OFF COEFFICIENTS PRE-CONSTRUCTION (CONDITIONS PRIOR TO ANY PERMITTING) TOTAL DRAINAGE AREA= 187,466 SF 4.30 AC IMP. AREA= 42,820 SF OF IMP. AREA @ C = POND AREA= 0 SF OF IMP. AREA @ C = PERV. AREA= 144,646 SF OF IMP. AREA @ C = C= 0.26 (1/2 CREDIT FOR EXISTING IMPERVIOUS PER C.O.C) POST-CONSTRUCTION (BUILT OUT PROP OSED CONDITIONS) TOTAL DRAINAGE AREA= 191,097 SF 4.39 AC IMP. AREA= 141,241 SF OF IMP. AREA @ C = POND AREA= 15,870 SF OF POND AREA @ C = PERV. AREA= 33,986 SF OF PERV. AREA @ C = C = 0.82 STORAGE CALCULATION PRE-CONSTRUCTION DRAINAGE AREA = 4.30 AC TIME OF CONC. Tc = 60 MIN I @ Tc =60 (25 YEAR EVENT= 3.60 IN/HR O(out) = C x I x A= 4.07 CFS POST-CONSTRUCTION TIME MIN. I IN/HR Q(in) CFS INFLOW CF OUTFLOW CF STORAGE CF 60.00 3.60 12.96 46,665 14,658 32,007 MAX. STORAGE _ WEIR DESIGN WATER QUALITY DEPTH = TOTAL VOLUME REQUIRED = TOTAL VOLUME PROVIDED = TOP. OF WEIR ELEV.= BOT. OF WEIR ELEV.= 32,007 CF 10.02 FT 7.80 FT H = 2.22 FT Q = 4.07 CFS 32,007 CF 32,569 CF L=Q/3.31*H^1.5 = 0.37 FT = 4.5 IN 0.5 in. MAX. STORAGE REQUIRED = MAX. STORAGE PROVIDED @ ELEV. = 9.55 0.475 1 0.2 0.95 1 0.2 ORIGINAL. RECEIVED CEP 2 0 2006 PLANNING DEPARTIVIENr CITY QF CLEARW,gTER NORTHSIDE ENGINEERING SERVICES 25 YEAR STORM EVENT PROJECT: FAIRVIEW INN OUTPARCEL PROJECT NO. 641 RUN-OFF COEFFICIENTS PRE-CONSTRUCTION (CONDITIONS PRIOR TO ANY PERMITTING) TOTAL DRAINAGE AREA= 187,466 SF 4.30 AC IMP. AREA= 42,820 SF OF IMP. AREA @ C = POND AREA= 0 SF OF IMP. AREA @ C = PERV. AREA= 144,646 SF OF IMP. AREA @ C = C= 0.26 (1/2 CREDIT FOR EXISTING IMPERVIOUS PER C.O.C) POST-CONSTRUCTION (BUILT OUT PROP OSED CONDITIONS) TOTAL DRAINAGE AREA= 191,097 SF 4.39 AC IMP. AREA= 141,241 SF OF IMP. AREA @ C = POND AREA= 15,870 SF OF POND AREA @ C = PERV. AREA= 33,986 SF OF PERV. AREA @ C = C = 0.82 STORAGE CALCULATION PRE-CONSTRUCTION DRAINAGE AREA = 4.30 AC TIME OF CONC. Tc = 60 MIN I @ Tc =60 (25 YEAR EVENT= 3.60 IN/HR Q(out) = C x I x A= 4.07 CFS POST-CONSTRUCTION TIME MIN. I IN/HR Q(in) CFS INFLOW CF OUTFLOW CF STORAGE CF 60.00 3.60 12.96 46,665 14,658 32,007 MAX. STORAGE _ 32,007 CF WEIR DESIGN TOP. OF WEIR ELEV.= BOT. OF WEIR ELEV.= L=Q/3.31*H^1.5 = 0.37 FT = 4.5 IN WATER QUALITY DEPTH = 0.5 in. TOTAL VOLUME REQUIRED = MAX. STORAGE REQUIRED = TOTAL VOLUME PROVIDED = MAX. STORAGE PROVIDED @ ELEV. = 9.70 10.02 FT 7.80 FT H = 2.22 FT Q = 4.07 CFS 32,007 CF 32,569 CF 0.475 1 0.2 0.95 1 0.2 ORIGINAL RECEIVED SEP 2 01006 PLAiVNiNG DEPARTfVIENT CITY OF CLEARwgTER NORTHSIDE ENGINEERING SERVICES 25 YEAR STORM EVENT PROJECT: FAIRVIEW INN OUTPARCEL PROJECT NO. 641 RUN-OFF COEFFICIENTS PRE-CONSTRUCTION (CONDITIONS PRIOR TO ANY PERMITTING) TOTAL DRAINAGE AREA= 187,466 SF 4.30 AC IMP. AREA= 42,820 SF OF IMP. AREA @ C = POND AREA= 0 SF OF IMP. AREA @ C = PERV. AREA= 144,646 SF OF IMP. AREA @ C = C= 0.26 (1/2 CREDIT FOR EXISTING IMPERVIOUS PER C.O.C) POST-CONSTRUCTION (BUILT OUT PROPOSED CONDITIONS) TOTAL DRAINAGE AREA= 191,097 SF 4.39 AC IMP. AREA= 141,241 SF OF IMP. AREA @ C = POND AREA= 15,870 SF OF POND AREA @ C = PERV. AREA= 33,986 SF OF PERV. AREA @ C = C = 0.82 STORAGE CALCULATION PRE-CONSTRUCTION DRAINAGE AREA = 4.30 AC TIME OF CONC. Tc = 60 MIN I @ Tc =60 (25 YEAR EVENT= 3.60 IN/HR O(out) = C x I x A= 4.07 CFS POST-CONSTRUCTION TIME MIN. I IN/HR Olin) CFS INFLOW CF OUTFLOW CF STORAGE CF 60.00 3.60 12.96 46,665 14,658 32,007 MAX. STORAGE _ 32,007 CF WEIR DESIGN TOP. OF WEIR ELEV.= BOT. OF WEIR ELEV.= L=O/3.31'H^1.5 = 0.37 FT = 4.5 IN WATER QUALITY DEPTH = 0.5 in. TOTAL VOLUME REQUIRED = MAX. STORAGE REQUIRED = TOTAL VOLUME PROVIDED = MAX. STORAGE PROVIDED @ ELEV. = 9.70 10.02 FT 7.80 FT H = 2.22 FT O = 4.07 CFS 0.475 1 0.2 0.95 1 0.2 32,007 CF 32,569 CF ORIGINq[, RECEIVED "~P 2 0 2006 PANNING DEPARTMENT CITY OF CLEgRWgTER ~ ~ NORTHSIDE ENGINEERING SERVICES 25 YEAR STORM EVENT PROJECT: FAIRVIEW INN OUTPARCEL PROJECT NO. 641 RUN-OFF COEFFICIENTS PRE-CONSTRUCTION (CONDITIONS PRIOR TO ANY PERMITTING) TOTAL DRAINAGE AREA= 187,466 SF 4.30 AC IMP. AREA= 42,820 SF OF IMP. AREA @ C = POND AREA= 0 SF OF IMP. AREA @ C = PERU. AREA= 144,646 SF OF IMP. AREA @ C = C= 0.26 (1/2 CREDIT FOR EXISTING IMPERVIOUS PER C.O.C) POST-CONSTRUCTION (BUILT OUT PROPOSED CONDITIONS) TOTAL DRAINAGE AREA= 191,097 SF 4.39 AC IMP. AREA= 141,241 SF OF IMP. AREA @ C = POND AREA= 15,870 SF OF POND AREA @ C = PERV. AREA= 33,986 SF OF PERV. AREA @ C = C = 0.82 STORAGE CALCULATION PRE-CONSTRUCTION DRAINAGE AREA = 4.30 AC TIME OF CONC. Tc = 60 MIN I @ Tc =60 {25 YEAR EVENT= 3.60 IN/HR Q(out) = C x I x A= 4.07 CFS POST-CONSTRUCTION TIME MIN. I IN/HR Q(in) (CFS INFLOW CF OUTFLOW CF STORAGE CF 60.00 3.60 12.96 46,665 14,658 32,007 MAX. STORAGE _ 32,007 CF WEIR DESIGN TOP. OF WEIR ELEV.= BOT. OF WEIR ELEV.= L=Q/3.31 *H^1.5 = 0.37 FT = 4.5 IN WATER QUALITY DEPTH = 0.5 in. TOTAL VOLUME REQUIRED = MAX. STORAGE REQUIRED = TOTAL VOLUME PROVIDED = MAX. STORAGE PROVIDED @ ELEV. = 9.70 10.02 FT 7.80 FT H = 2.22 FT Q = 4.07 CFS 32,007 CF 32,569 CF 0.475 1 0.2 0.95 1 0.2 ORIGINAL RECEIVED SEP 2 0 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Pinellas County Property Appr~ r Information: 16 29 16 00000 230 O2Q0 Page 2 of 4 _, 10 / 29 / 10 ~ 00000 ~ 230 1 0200 .n.. lam"--` ~" ~ 1,9°~~ ~ 02-Nov-2006 Jim Smith, CFA Pinellas County Property Appraiser 11:23:09 Ownership Information Non-Residential Property Address, Use, and Sales RB-3 ASSOCIATES OBK; 10509 OPG; 1010 BENDERSON, NATHAN THE WR-i ASSOCIATES LTD 3070 GULF TD BAY BLVD CLEARWATER FL 33759-4309 ~~ 0 61 ~,d, il~`Q.i `.~-~'" EVAC; B EVAC Comparable sales value as Prop Addr; 3070 GULF TO BAY BLVD of Jan 1, 2006, based on Census Tract; 268.08 l f 2004 2005 sa es rom - ; 0 Sale Date OR Baak/Page Price {Qual/UnQ} Vac/Imp Plat Information 5 /1,999 10,509/1,010 2,391,000 {M} V 0000: Book Pgs - 0 IO 01 0 0 { } 0000; Book Pgs - 0 /0 01 0 0 { } 0000; Book Pgs - 0 /0 01 0 0 { } 2006 Value EXEMPTIONS Just/Market; 5,925,000 Homestead; NO Ownership ~ .000 Govt Exem; NO Use ~: .000 Assessed/Cap: 5,925,000 Institutional Exem; NO Tax Exempt ~; .000 Historic Exem; 0 Taxable; 5,925,000 Agricultural: 0 2006 Tax Information District: CW Seawall; Frontage: Clearwater View: 06 Millage; 21.7640 Land Size Unit Land Land Land Front x Depth Price Units Meth 06 Taxes; 128,951.70 1} O x 0 10. 50 189, 050. 0 S Special Tax .00 2} 0 x 0 .00 .00 3} 0 x 0 .00 .00 LJithout the Save-Our-Homes 4} 0 x 0 .00 .00 cap, 2006 taxes will be 5} 0 x 4 .OD .00 128, 951. 70 6} 0 x 0 . 00 . DD LJithout any exemptions, 2006 taxes will be . 128,951.70 Short Legal BAY VIEW TERRACE, BLK 3, LOTS 18 THRU 23 INCL & Description MAJOR'S MANOR, LOT i & 112 UAC ALLEY ON N & UNPLATTED Building Inforanation 'U ~~~ ' ~,,J , j~~ 9 , ~ 0~ ~ ~y ~ Rzs" http:// 136.174.187.13/htbin/cgi-scr3?o=1 &a=1 &b=1 &r=&s=1 &u=0&p=16+29+16+00000... 11 /2/2006 Pinellas County Property Appraiser Information: 16 29 16 00000 230 0200 Page 3 of 4 Property and Land Use Code descriptions ~.a ~ ~~ ~ ~a ~ aaaaa ~ ~~a ~ a~aa :a~ 02-Nov-2006 Jim Smith, CFR Pinellas County Property Appraiser 11:23:10 Commercial Card 01 of i Improvement Type: Motel/Hotel > 3 St Property Address: 3070 GULF TO BAY BLVD Prop Use: 312 Land Use: 39 Structural Elsmcnts Foundation Special Footing Floor System Slab on Grade Exterior LJall Conc Block/Stucco Height Factor 0 Party LJall None Structural Frame Fire Proof St Steel Roof Frame Gable $c Hip Roof Cover ctl/gd mtl Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Drywall Total Unity 0 Heating & Air Heating&Cooling Pckg Fixtures 390 Bath Tile Floor Only Electric Average Shape Factor Square Quality Average Year Built 2,001 Effective Age 5 Other Depreciation p Function Depreciation 0 Economic Depreciation p Sub Arras Description Factor Rrea Description Factor Area 1} Base Area i. 00 69, 625 7} . 00 0 2} Open Porch . 30 i, 596 g} . 00 0 3} .00 0 9} .00 0 q} .00 0 10} .00 0 5} .00 0 11} .00 0 6} .00 0 12} .00 0 Comrrtsrcial Extra F~atures Description Dimensions Price Units Value RCD Year 1} ASPHALT 31750 1.75 31,750 55,564 55,560 2,401 2} PATID/DECK 2196SF 5.00 2,196 10,980 9,770 2,001 3} p001 35X18 30,000.00 1 30,000 26,700 2,001 4} SPA/JAC/HT .6.,000.00 1 6,000 5,340 2,001 5} FENCE 200LF 11.00 200 2,200 1,960 2,001 6} ELEV PASS 30,000.00 2 60,000 53,400 2,001 TOTRL RECORD VALUE: 152,730 Pinellas County Property Appraiser Parcel Information http://136.174.187.13/htbin/cgi-scr3?o=1 &a=1 &b=1 &r=&s=1 &u=0&p=16+29+16+00000... 11/2/2006 1 ~ ~ , C ~~~ESTpt ~ So~t~~est Florida ~ ~ ,ri~-~.~.~ -~~ ~ ' • eater Management District ~, :- ~ C u ,~ _ An Equal Bartow Service Office Lecanto Service Office Opportunity Employer 170 Century Boulevard Suite 226 Bartow, Florida 33830-7700 3600 West Sovereign Path (863) 5341448 or Lecanto, Florida 34461-8070 1-800-492-7862 (FL only) (352) 527-8131 SUNCOM 572-6200 Talmadge G. "Jerry" Rice Chair, Pasco Judith C. Whitehead Vice Chair, Hernando Neil Combee Secretary, Polk Jennifer E. Closshey Treasurer, Hillsborough Thomas G. Dabney Sarasota Heidi B. McCree Hillsborough Sallie Parks Pinellas Todd Pressman Pinellas Maritza Rovira•Forino Hillsborough Patsy C. Symons Desoto David L. Moore Executive Director William S. Bilenky General Counsel December 6, 2006 David H. Baldauf Randall Benderson 1993 Trust 8441 Cooper Creek Boulevard University Park, FL 34201 ( 2379 Broad o~~ et, Brooksville, Florida 34604-6899 (352) 796-7211 or 1-800-423-1476 (FL only) SUNCOM 628-4150 TDD only 1-800-231-6103 (FL only) On the Internet at: WaterMatters.org Sarasota Service Office 6750 Fruitville Road Sarasota, Florida 34240-9711 (941) 377=3722 or 1-800-320-3503 (FL• only) SUNCOM 531-6900 ~~ Tampa Service Office 7601 Highway 301 North Tampa, Florida 33637-6759 (813) 985-7481 or 1-800-836-0797 (FL only) SUNCOM 578-2070 Wayne M. Ruben WR-1 Associates 8441 Cooper Creek Boulevard University Park, FL 34201 Randall Benderson ' RB-3 Associates, G:P. 8441 Cooper Creek Boulevard University Park, FL 34201 Subject: Final Agency Action Transmittal Letter ERP General Construction Permit No.: 44021050.001 Project Name: Fairfield Inn Outparcel County: Pinellas Sec/Twp/Rge: 16/29S/16E Dear Messrs. Baldauf, Benderson, and Ruben: This letter constitutes notice of Final Agency Action for approval of the permit referenced above. Final approval is contingent upon no objection to the District's action being received by the District within the time frames described below. You or any person whose substantial interests are affected by the District's action regarding a permit may request an administrative hearing in accordance with Sections 120.569 and 120.57, Florida Statute, (F.S.), and Chapter 28-106, Florida Administrative Code, (F.A.C.), of the Uniform Rules of Procedure. A request for hearing must: (7) explain how the substantial interests of each person requesting the hearing will be affected by the District's action; or proposed action, (2) . state all material facts disputed by the person requesting the hearing or state that there are no disputed facts, and (3) otherwise comply with Chapter 28-106, F.A. C. Copies of Sections 28- 106.201 and 28-106.301, F.A.C. are enclosed for your reference. A request for hearing must be filed with (received by) the Agency Clerk of the District at the District's Brooksville address within 21 days of receipt of this notice. Receipt is deemed to be the fifth day after the date on which this notice is deposited in the United States mail. Failure to file a request for hearing within this time period shall constitute a waiver of any right you or such person may have to request a hearing under Sections 120.569 and 120.57, F.S. Mediation pursuant to Section 120.573, F.S., to settle an administrative dispute regarding the District's action ~~~~Nm~atter is not available prior to the filing of a request for hearing. RECEIVED DEC 1 ~ 2t~06 Pt,ANNING DEPARTMENT Permit No.: 44021050.001 Page 2 of 2 ~ .December 6, 2006 Enclosed is a "Noticing Packet" that provides information regarding the District Rule 40D-1.1010, F.A.C., • which addresses the notification of persons whose substantial interests may be affected by the District's action in this matter. The packet contains guidelines on how to provide notice of the District's action, and a notice that you may use. The enclosed approved construction plans are part of the permit, and construction must be in accordance with these plans. If you have questions concerning the permit, please contact Robin L. McGill, P.E., at the Tampa Service Office, extension 2072. For assistance with environmental concerns, please contact Rick A. Perry, P.W.S., extension 2056. Sincerely, k1.O Alba E. Mas, P.E., Director Tampa Regulation Department AEM:RLM:RAP:gjn Enclosures: Approved Permit w/Conditions Attached Approved Construction Drawings Statement of Completion Notice of Authorization to Commence Construction Noticing Packet (42.00-039) tSectio'ns 28-106.201 and 28-106.301, F.A.C. cc/enc: File of Record 44021050.001 Ram A. Goel, Ph.D., P.E., Northside Engineering Services, Inc. ;~ r ~ • ~ • SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE GENERAL CONSTRUCTION MODIFICATION PERMIT NO. 44021050.001 Expiration Date: December 6, 2011 PERMIT ISSUE DATE: December 6, 2006 This permit is issued under the provisions of Chapter 373, Florida Statutes, (F.S.), and the Rules contained in Chapters 40D-4 and 40, Florida Administrative Code, (F.A.C.). The permit authorizes the Permittee to proceed with the construction of a surface water management system in accordance with the information outlined herein and shown by the application, approved drawings, plans; specifications, and other documents, attached hereto and kept on file at the Southwest Florida Water Management District (District).. Unless otherwise stated by permit specific condition, permit issuance constitutes certification of compliance with state water quality standards under Section 401 of the Clean Water Act, 33 U.S.C. 1341. All construction, operation and maintenance of the surface water management system authorized by this permit shall occur in compliance with Florida Statutes and Administrative Code and the conditions of this • permit. PROJECT NAME GRANTED TO: Fairfield Inn Outparcel Randall Benderson 1993 Trust 8441 Cooper Creek Boulevard University Park, FL 34201 WR-1 Associates 8441 Cooper Creek Boulevard University Park, FL 34201. RB-3 Associates, G.P. 8441 Cooper Creek Boulevard University Park, FL 34201 ABSTRACT: This permit modification authorizes the construction of a new building, sidewalk and vehicular use area on the existing hotel site. It was demonstrated that water quality treatment and attenuation of the 25-year/24-hour storm event.would be provided in the existing onsite pond for the entire. site. The water quality treatment method is effluent filtration. OP. ~ MA1NT. ENTITY: COUNTY: SEC/TWP/RGE: TOTAL ACRES OWNED OR UNDER CONTROL: PROJECT SIZE: LAND USE: DATE APPLICATION FILED: AMENDED DATE: Randall Benderson 1993 Trust, WR-1 Associates, and RB-3 Associates, G.P. Pinellas 16/29S/16E 4.39 4.39 Acres Commercial September 19, 2006 ORIGINAL N/A RECEIVED . DEG 1 ~ 2006 P~Ny OF CLEARWA ERT C f ., Permit No.: 44021050.001 Page 2 of 3 Water Quantity/Quality ~~ ~y December 6, 2006 Water quality treatment and attenuation for the site will be provided within the existing pond as permitted under ERP No. 44021050.000. The existing underdrain will be replaced with 110 linear feet of 6" underdrain. A mixing zone is not required. A variance is not required. 100-Year Floodplain Encroachment (Acre-Feet of fill) Compensation (Acre-Feet of excavation) Compensation Type Encroachment Result (feet) 0.00 0.00 N/A N/A III. Environmental Considerations No wetlands or other surface waters exist within the project area. A regulatory conservation easement is not required. A proprietary conservation easement is not required. SPECIFIC CONDITIONS If the ownership of the project area covered by the subject permit is divided, with someone other than the Permittee becoming the owner of part of the project area, this permit shall terminate, pursuant to Section 40D-1.6105, F.A.C. In such situations, each land owner shall obtain a permit (which may be a modification of this permit) for the land owned by that person. This condition shall not apply to the division and sale of lots or units in residential subdivisions or condominiums. 2. Unless specified otherwise herein, two copies of all information and reports required by this permit shall be submitted to: Tampa Regulation Department Southwest Florida Water Management District 7601 U.S. Highway 301 North Tampa, FL 33637-6759 The permit number, title of report or information and event (for recurring report or information submittal) shall be identified on all ihformation and reports submitted. 3. The Permittee shall retain the design engineer, or other professional engineer registered in Florida, to conduct on-site observations of construction and assist with the as-built certification requirements of this project. The Permittee shall inform the District ih writing of the name, address and phone number of the professional engineer so employed. This information shall be submitted prior to construction. Within 30 days after completion of construction of the permitted activity, the Permittee shall submit to the Tampa Service Office a written statement of completion and certification by a registered professional engineer or other appropriate individual as authorized by law, utilizing the required Statement of Completion and Request for Transfer to Operation. Entity form identified in Chapter 40D=1.659, F.A.C., and signed, dated and sealed as-built drawings. The as-built drawings shall identify any deviations from the approved construction drawings. . `'.~ Permit No.: 44021050.001 ~ ~ Page 3 of 3 ~ ~ December 6, 2006 5. The District reserves the right, upon prior notice to the Permittee, to conduct on-site research to assess the pollutant removal efficiency of the surface water management system. The Permittee may be required to cooperate in this regard by allowing on-site access by District representatives, by allowing the installation and operation of testing and monitoring equipment, and by allowing other assistance measures as needed on site. 6. This modification, Construction Permit No. 44021050.001, amends the previously issued Construction Permit No. 44021050.000, and adds conditions. All other original permit conditions remain in effect. 7. This permit is issued based upon the design prepared by the Permittee's consultant. If at any time it is determined by the District that the Conditions for Issuance of Permits in Rules 40D-4.301 and 40D-4.302, F.A.C., have not been met, upon written notice by the District, the Permittee shall obtain a permit modification and perform any construction necessary thereunder to correct any deficiencies in the system design or construction to meet District rule criteria. The Permittee is advised that the correction of deficiencies may require re-construction of the surface water management system and/or mitigation areas. GENEF:AL CONDITIONS 1. The general conditions attached hereto as Exhibit "A" are hereby incorporated into this permit by reference and the Permittee shall comply with them. Authorized Signature . ORIGINAL RECEIVED PLANNING DEPARTMENT CITY OF CLEARWATER ' f w ~> ;;~~'~'.~%i`: CITY OF CLEARWATER :~:.,.. :_~,~,.= ~~ PLANNING DEPARTMENT •_q.c QC °9~~~ °'~~ F;~° Posr Or~ICE Box 4748 ---,STEP,,, CLEARWATER, FLORIDA 3`37J8-4748 `E~' _ ~~~ ~,. ~~ '~~M ~~~, 'i ~~ / ;."~ R L t1.5, i'OSTAGE +t/ ~~ _ jj~~y..,_~7 ~r %i f U 1J~.7 ~ ~ v R H METER717445 ~ TRADEWINDS CONDO ASSN OCT 2 3 2006 DEVELOPMENT SERVICES DEPT CITY OF CLEARWATER ~'~ ~.' LL CITY OF CLEARWATER ear~vater PLANNING DEPARTMENT - MUNICIPAL SERVICES BUILDING ~ 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W WW.MYCLEARWATER.COM October 06, 2006 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 3070 GULF TO BAY BLVD (FL52006-09060) To Surroundi:.g Property Owners: As a property owner within 500 feet of 3070 GULF TO BAY BLVD, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to construct a new retail sales and service building in the Commercial (C) district. The request is for an increase in the allowable structure height from 25 feet to 35 feet under the provisions of Section 2-703.R.. On November 02, 2006, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be November 02, 2006. The City encourages you to participate in the review of this application. You may contact me at 562-4567x2504 orScott.Kurleman@myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on November 02, 2006. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours, Scott Kurleman Planner II _- --- --~ C~~~G~U~~~ . ~ ' JJf~ ; yy i ~~ 6j OCT L 4 2006 ~ ~ ~ (__ i ~, PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER Letter of Notification - FLS2006-09060 - 3070 GULF TO BAY BLVD ._ - ~ "C' J P{NA f ~ _ ._. _ ~'. l.i ~;. J '_ I~ i ~ I 1111411 .: ` .i, ~~ ~~!~~ ~~ ~ ,,. . --. -~ ,. :-~ISHER ~ • ,~~ cF~.itcc-Lx F"~:. ^•.~~. e x F talc-riot F7rxi~; ~~crrs - i~I~ :1jZCHITEC'TS ©2~IOF 9_ ~ 9-I)6 vKIV11VHL RECENEb <. l ~ ~ 200 F'IANNINr; DEPARTMENT CITY OF CLEARWATER • r ~• °~ s raa a aaor ,z ~~ -~ ~ ~i ~_ t ~, ~, 2s'-o' ~--- ~ '-~ _ i Yl~in~~ ~~ ~-- `-~= ~ ~ ~;_. r-- ~.~ h~ ~~ j~c:si~?ncrs i i1''~Y ~-,~ _. _ r - s cFC 9- 1 9-1/G i ~,LOOR PLAN • ORIGINAL RECEIVED SEP 2 0 2006 PLANNING DrPh~~I~InNT CITY OF CLEARW;~TEI~ "7i`~ IP"~~A~~ ~t, t^ id,~ R lk~T^~ . ~~~ ~11~~1~N ~Kl]i~P, It~~. Butler Design Group, Inc Charles R. Butler 4203 4616 Avenue North St. Petersburg, Florida 33714 Ph (727) 521-1684 Fax (727) 527-7422 E-mail: ll~gl~u),tairapaha ~.iT_c~m Tree Inventory FAIRFIELD INN ORIGINAL RECEIVED SEP 2 01006 PANNING DEPARTMENT CITY OF CLEARWATER As required by the City of Clearwater, I have completed an assessment of all trees (4" dbh or greater) on the subject site and within 25' beyond the property lines. My opinion is set forth below as to the viability (rating of 1-5) and any potential hazards of these trees. # /TREE DBH & SPECIES /RATING AND COMMENTS 001 13" Washin tonic 4 002 13" Washin tonic 4 003 13" Washin tonic 4 004 31" Live Oak 3, Two foot tree-well, Thinning 005 23",31" Live Oak (twin) 3, Thinning, Mechanical damage to branch over d rivewa 006 12" Laurel Oak 4, Good structure 007 15" Washin tonic 4 008 19" Washin tonic 4 009 21"Washin tonic 4 010 18" Washingtonia 4 011 22" Washin tonic 4 012 14" Washin tonic 4 013 26" Cana Palm 3 014 26" Cana Palm 3 015 16" Washin tonic 3 016 15" Washin tonic 4 017 20" Washingtonia 3 018 Multi-stem Reclinata 4 ~ ~ 019 Multi-stem Reclinata 4 020 26" Slash Pine 4 021 Multi-stem Reclinata 4 022 Multi-stem Reclinata 4 023 20" Slash Pine 4 024 12" Washin tonic 3 025 11"Washin tonic 3 026 13" Washin tonic 3 027 23" Live Oak 3, Thinning, Poor branching, Railroad spike in trunk 028 10" Washingtonia 3 029 12" Washin tonic 3, Thin 030 11"Washin tonic 3 031 11"Washin tonic 3 032 11"Washin tonic 3, Thin 033 12" Washin tonic 3 034 12" Washingtonia 3 035 11"Washin tonic 3, Thin 036 12" Washin tonic 4 037 8" Washin tonic 3, Thin 038 11" Washin tonic 3, Thin 039 11"Washin tonic 3 040 11"Washin tonic 3 041 10" Washingtonia 3, Thin 042 11"Washin tonic 3, Thin 043 29" Laurel Oak 4, Well branched 044 13" Sabal Palm 3 045 12" Washin tonic 4 046 12" Washin tonic 4 047 12" Washingtonia 3 048 13" Washin tonic 4 049 12" Washin tonic 4 050 14" Washin tonic 4 051 27" Laurel Oak 4, Well-branched 052 21" Laurel Oak 4, Well-branched 053 24" Laurel Oak 4, Sli ht surface root dams e, Sli ht deca 054 20" Laurel Oak 3, Old mechanical damage to trunk, Slight decay, Slight die-back 055 26" Laurel Oak 4, Sli ht die-back 056 23" Laurel Oak 3, Poorl pruned, sli ht die-back 057 24" Laurel Oak 3, Deca ,Die-back 058 27" Laurel Oak 3, Trunk-cavities, Needs pruning, Cross- branchin 059 20" Laurel Oak 3, Sli ht-deca ,Die-back 060 11"Washingtonia 4 ORIGINAL 061 11" Sabal Palm 4 ED 062 11"Washin tonic 4 v~+ ~, .. cuuu PLANNING DEPARTMENT CITY OF CLEARWATER 063 12" Washin tonic 4 064 11" Washin tonic 4 065 10" Washin tonic 4 066 11"Washingtonia 4 067 8" Sabal Palm 4 068 12" Sabal Palm 3 069 9", 11" Live Oak 2, Potential hazard, Severe lean 070 17" Live Oak 3, Poor-branchin , Co-dominate 071 17" Laurel Oak 3 072 18" Laurel Oak 4, Cavity at base 073 24" Live Oak 3 074 11" Laurel Oak 3, Crowded, Trunk deca 075 17" Live Oak 4, Die-back, Deadwood, Needs prunin 076 20" Laurel Oak 3 077 17" Live Oak 3, One-sided 078 13" Washingtonia 3 079 17" Live Oak 3, Mechanical root-damage, co-dominate, Si nificant dead-wood 080 13", 14" Live Oak 4, Mechanical root-dams e, Co-dominate 081 29" Live Oak 4 082 20", 23" Live Oak 2, Co-dominate, Thinnin ,Potential hazard 083 6" Ma nolia 4 084 4" Live Oak 3 085 4" Live Oak 3 086 4" Live Oak 3 087 4" Live Oak 4 088 4" Live Oak 4 089 6" Live Oak 4 090 5" Live Oak 4 091 5" Live Oak 4 092 5" Live Oak 4 093 5" Live Oak 4 094 5" Live Oak 4 095 5" Live Oak 4 096 7" Live Oak 4 097 5" Ma nolia 4 098 8" Live Oak 4 099 4" Ma nolia 4 100 7" Ma nolia 4 101 6" Ma nolia 4 102 7" Ma nolia 4 103 7" Live Oak 4 104 7" Live Oak 4 105 9" Live Oak 4 106 8" Live Oak 4 O 107 7" Live Oak 4 RECEIVE 108 7" Live Oak 4 ~~r ~ 06 PLANNING DEPARTfNENT CITY OF CLEARWgTER • ~ 109 6" Live Oak 4 110 4" Live Oak 3 111 5" Live Oak 4 112 4" Magnolia 3 113 4" Ma nolia 3 114 4" Ma nolia 3 115 4" Ma nolia 3 116 4" Ma nolia 3 117 4" Ma nolia 3 118 6" Live Oak 4 119 6" Live Oak 4 120 5" Ma nolia 4 121 4" Ma nolia 4 122 4" Ma nolia 4 123 4" Ma nolia 4 124 4" Magnolia 4 125 6" Ma nolia 4 126 5" Ma nolia 4 127 5" Ma nolia 4 I affirm that my opinions have been made in good faith, with no coercion from others. I further affirm that I have no interest with the parties or people involved with neither this issue nor any interest with regard to the outcome. Sincerely, Chuck Butler, Certified Arborist, Certificate #FL-1235A Butler Design Group/ Golden Rain Nursery, Inc. ORIGINAL RECENED SEP 2 0 2006 PLANNING DEF'AI21'IVIENT CITY OF CLEARWATE~