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FLS2008-02004Horthside April 22, 2009 Mr. Michael Delk, Planning Director I City of Clearwater Planning Departmen 100 S. Myrtle Avenue j Clearwater, FL 33756 RE: FLS2007 -02004 19206 U.S. 19 North Dear Mr. Delk: Civil Land Planning Due Diligence Reports Re- Zoning, Land Use, Annexation Stormwater Management Utility Design Traffic Construction Administration C "P'd I no�no We would like to request an extension to the Development Order issued for the above referenced property. The Development Review Committee (DRC) reviewed our Flexible Standard Development application to permit a retail sales and service use in the Commercial (C) District with reductions to the front (east) setback from 25 feet to 15 feet (to parking lot), the front (south) setback from 25 feet to 15 feet (to sidewalk), the side (north) setback from 10 feet to five feet (to parking lot) and the side (west) setback from 10 feet to five feet (to parking lot) under the provisions of Section 2- 703.8. and a reduction to the required west landscape buffer width from 10 feet to five feet, a reduction to the foundation landscaping on the south side and a reduction to the dimensional requirements for interior landscape islands as part of a Comprehensive Landscape Program under the provisions of Section 3 -1202. Due to the extreme downward turn in economy nationwide, the development team has determined that it is not currently feasible to move forward with construction at this time. It is our hope that within the next eight to twelve months the market will begin to turn around. Please accept this letter as our formal request for an extension of a one year to apply for construction permits for the Flexible Standard Development application and approval. Should you require additional clarification or information, please feel free to contact me. Thank you in advance for your kind consideration and assistance with this request. Respectfully, Renee Ruggiero, Project Planner Cc: NES File 4747 P.O. Box 4948 Clearwater; FL 33758 -4948 tech @northsideengineering.com 727 443 2869 Fax 727 446 8036 ID JUN 3 0 2009 PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER Horthside i� April 22, 2009 Mr. Michael Delk, Planning Director City of Clearwater Planning Departmen 100 S. Myrtle Avenue Clearwater, FL 33756 RE: FLS2007 -02004 19206 U.S. 19 North Dear Mr. Delk: 1 • Civil' Land Planning Due Diligence Reports Re- Zoning, Land Use, Annexation Stormwater Management Utility Design Traffic Construction Administration We would like to request an extension to the Development Order issued for the above referenced property. The Development Review Committee (DRC) reviewed our Flexible Standard Development application to permit a retail sales and service use in the Commercial (C) District with reductions to the front (east) setback from 25 feet to 15 feet (to parking lot), the front (south) setback from 25 feet to 15 feet (to sidewalk), the side (north) setback from 10 feet to five feet (to parking lot) and the side (west) setback from 10 feet to five feet (to parking lot) under the provisions of Section 2- 703.R. and a reduction to the required west landscape buffer width from 10 feet to five feet, a reduction to the foundation landscaping on the south side and a reduction to the dimensional requirements for interior landscape islands as part of a Comprehensive Landscape Program under the provisions of Section 3- 1202.�� -�� Due to the extreme downward turn in economy nationwide, the development team has determined that it is not currently feasible to move forward with construction at this time. It is our hope that within the next eight to twelve months the market will begin to turn around. Please accept this letter as our formal request for an extension of a one year to apply for construction permits for the Flexible Standard Development application and approval. Should you require additional clarification or information, please feel free to contact me. Thank you in advance for your kind consideration and assistance with this request. Respectfully, Renee Ruggiero, Project Planner Cc: NES File 4747 P.O. Sox 4948 Clearwater, FL 33758 -4948 tecli@northsideengineering.com 727 443 2869 Fax 727 446 8036 'I qD JUN 3 0 2009 PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER r PLANNING DEPARTMENT April 23, 2008 C ITY OF C LEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL. SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAX (727) 562 -4865 Northside Engineering Services; Inc. Renee Ruggiero 300 South Belcher Road Clearwater, FL 33765 Re: Development Order regarding case FLS2007 -02004 at 19206 U.S. Hwy. 19 North. Dear Ms. Ruggiero: This letter constitutes a Development Order pursuant to Section 4 -202.E of the Community Development Code. On March 6, 2008, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to permit a retail sales and service use in the Commercial (C) District with reductions to the front (east) setback from 25 feet to 15 feet (to parking lot), the front (south) setback from 25 feet to 15 feet (to sidewalk), the side (north) setback from 10 feet to five feet (to parking lot) and the side (west) setback from 10 feet to five feet (to parking lot) under the provisions of Section 2- 703.R. and a reduction to the required west landscape buffer width from 10 feet to five feet, a reduction to the foundation landscaping on the south side and a reduction to the dimensional requirements for interior landscape islands as part of a Comprehensive Landscape Program under the provisions of Section 3- 1202.G. 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 and Restaurant criteria under the provisions of Section 2- 703.R.; 2. The plan complies with General Applicability Criteria under the provisions 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; "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" Northside Engineering Services, Inc. Ms. Ruggiero Page -Two 3. That a Unity of Title be recorded with the Pinellas County.Clerk of Court prior to building permit; 4. That future restaurant tenants will be limited in area to a total of 2,823 square feet. Based on unit sizes this would allow two restaurant tenants; and 5. 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 February 4, 2008 and other supporting documents received March 21, 2008. Pursuant to Section 4 -303, an application for a building permit shall be made within one year of Flexible Standard Development approval (April 23, 2009). All required certificates of occupancy shall be obtained within two years of the date of issuance of the initial building permit. The building permit must be obtained within six months of the initial permit application. This timeframe to obtain the initial building permit may be extended for an additional six months for cause by the Community Development Coordinator. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for the Flexible Standard Development approval for a period not to exceed one year and only within the original period of validity. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call Scott Kurleman, Planner lI, at 727 -562 -4553. - - = �' -emu an c Asa z�nin =for p °c is ith rrth -C= ty-til oug11 -MV t . earwat .c- m.. Sincerely, Michael Delk, Al Planning Director S: IPlanning Departmentl C D BIFlex Standard (FLS) (Pending Cases13 - Up for the Next DRCI U.S. Hwy 19N- 19206 - Harn Retail- 03 -06 -08 DRC SKI U. S. Hwy 19 - 19206- Harn Plaza D.O..DOC April 23, 2008 Northside Engineering Services, Inc. Renee Ruggiero 300 South Belcher Road Clearwater, FL 33765 Re: Development Order regarding case FLS2007 -02004 at 19206 U.S. Hwy. 19 North. Dear Ms. Ruggiero: This letter constitutes a Development Order pursuant to Section 4 -202.E of the Community Development Code. On March 6, 2008, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to permit a retail sales and service use in the Commercial (C) District with reductions to the front (east) setback from 25 feet to 15 feet (to parking lot), the front (south) setback from 25 feet to 15 feet (to sidewalk), the side (north) setback from 10 feet to five feet (to parking lot) and the side (west) setback from 10 feet to five feet (to parking lot) under the provisions of Section 2- 703.R. and a reduction to the required west landscape buffer width from 10 feet to five feet, a reduction to the foundation landscaping on the south side and a reduction to the dimensional requirements for interior landscape islands as part of a Comprehensive Landscape Program under the provisions of Section 3- 1202.G. 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 and Restaurant criteria under the provisions of Section 2- 703.R.; 2. The plan complies with General Applicability Criteria under the provisions 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; Northside Engineering Services, Inc. Ms. Ruggiero Page -Two 3. That a Unity of Title be recorded with the Pinellas County Clerk of Court prior to building permit; 4. That future restaurant tenants will be limited in area to a total of 2,823 square feet. Based on unit sizes this would allow two restaurant tenants; and 5. 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 February 4, 2008 and other supporting documents received March 21, 2008. Pursuant to Section 4 -303, an application for a building permit shall be made within one year of Flexible Standard Development approval (April 23, 2009). All required certificates of occupancy shall be obtained within two years of the date of issuance of the initial building permit. The buuilding permit must be obtained within six months of the initial permit application. This timeframe to obtain the initial building permit may be extended for an additional six months for cause by the Community Development Coordinator. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for the Flexible Standard Development approval for a period not to exceed one year and only within the original period of validity. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call Scott Kurleman, Planner II, at 727 -562 -4553. You can access zoning for parcels within the City through our website: www.myclearwater.coam. Sincerely, Michael Delk, AICP Planning Director R: IDOCUMENTDOCSI2008051FLS20080 .200141 U.S. HWY 19 - 19206- HARN PLAZA D.O..DOC N. AFFIDAVIT TO AUTHORIZE AGENT: 0 1 . Provide names w all property owners vndeed — pmwrumnamm ^-�boue ...... .... _... ........... _______---___ __'______--------- _... ... ............ __........ .... .... ..... _ 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): Ic z That this property constitutes the property for which " request 'or a: (describe request) 4, Txamoumwrsiomed (ha,mavoammmmumm(doowuuanpoin _ as (his/their) agen«s) to execute any petitions or other documents necessary to affect such petition; s. That this affidavit has been executed mmuuvemootymo/oorwmte,.pmnuutocnnsmeranuactvnmoabm,euuoo/uaupmv°^ty, 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; z foregoing is true and correct. roperty� owner Property Owner ---------��-----Property OwneF----------- Property Owner STATE C]FFLORIDA, COUNTY OF PINELLAS Before me ' this may of pe�onaovov»ouem who hawnobeen om,nm/,°vm ' ' Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. ^ DOREEN A. WILLIAMS EXPIRES: October 14,2010 ~~ ____ 1.90o.3.NUFARY FL W�ry Di .. Lint Ass-. Cc- Notary Public Signature Notary eal tamp My Commission Expires: ... . ...... o:\D"cu°°nls=w u*wird Development (FLS) 04-2^-07^0C Page 7 of 7 4 ° Ckarwater 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 FIRE PRELIMARY SITE PLAN: $200.00 ❑ SUBMIT APPLICATION FEE $ CASE #: RECEIVED BY (staff initials): DATE RECEIVED: ARWINK RECISM FEB 04 2009 NANNING E IV?EN E CITY MCLEAftATER * NOTE: 15 TOTAL SETS OF INFORMATION RE D� 1�T P SITE PLAN SETS) FLEXIBLE T APPLICATION C edeve I opine (Revised 04/24/2007) PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: Manuel Kastrenakes 1780 McCauley Road, Clearwater Florida 33765 727 799 -2130 FAX NUMBER: EMAIL: mike @thriftyclearwater.com Manuel Kastrenakes Housh Ghovaee, Northside Engineering Services, Inc. (Contact Renee Ruggiero) 300 South Belcher Road, Clearwater, Florida 33765 727 443 -2869 FAXNUMBER: 727 446 -8036 727 235 -8475 EMAIL: renee @northsideengineering.com B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: STREET ADDRESS PARCEL NUMBER(S): PARCEL SIZE (acres): LEGAL DESCRIPTION: PROPOSED USE(S): Harn Plaza PROJECT VALUATION: $1,100,000-00 19/29/16/00000/140 /0600 and 19/29/16/00000/140 /0500 ✓ I 1.262 PARCEL SIZE (square feet): 5 4, 9 9 8 See Attached Legal DESCRIPTION OF REQUEST: 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.) See Attached Narrative C: \Documents and Settings \derek.ferguson\ Desktop\ planningforms- 0707\Comprehensive Infill Project (FLD) 04- 24- 07.doc Page 1 of 8 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (T R), A PREVIOUSLY APPROVED PLANNED UNI DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO (if yes, attach a copy of the applicable documents) C PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) 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 Narrative 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 Narrative 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. See Attached Narrative 4. The proposed development is designed to minimize traffic congestion. See Attached Narrative 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. See Attached Narrative 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 Narrative ORI RECISt ' C: \Documents and Settings \derek.ferguson\ Desktop\ planningforms- 0707\Comprehensive Infill Pr"Rr(�L�)�44 _ .doc Page 2 of 8 PIANNNGDW, TMEN i' CITY OF LEP.- TASTER • �TTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria) Provide complete responses to the six (6) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA — Explain how each criteria is achieved, in detail: 1. The development or redevelopment is otherwise impractical without deviations from the use and /or development standards set forth in this zoning district. See Attached Narrative 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district See Attached Narrative 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. See Attached Narrative 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. See Attached Narrative 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and /or preservation of a working waterfront use. See Attached Narrative 6. Flexibility with regard to use, lot width, required setbacks, height and off - street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ❑ Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; ❑ Building stepbacks; and ❑ Distinctive roofs forms. e. The proposed development provides for a ropriate buffers, enhanced landscape design and appropriate distances between buildings. See Attached �arrative ORION& RECOW C: \Documents and Settings \derek.ferguson\ Desktop \planningforms -0707 \Comprehensive Infll P RectK - 07.doc Page 3 of 8 �S�«�!�z TiVlEiV�` '�CITX W CLO- 41i'Mi, r r E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4- 202.A.21) 0 / A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater 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. fd/ 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; 0 / 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. .21" / 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 Pefapplicabl�ft ACKNOWLEDGEMENT OF STORMWATER PLAN REQUI EME�plicant must initial onoll owing): RMR Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562 -4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) ID 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; ❑ TREE INVENTORY; prepared by a "certified arborist ", of all trees 4" 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 standards (ie. Reduce number of spaces). rior 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; INARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); OF RECORDED PLAT, as applicable; ORI+L REGER 0 4 2000 C: \Documents and Settings \derek.ferguson\ Desktop\ planningforms- 0707\Comprehensive In II PdQ�g F �,0Q4, -� 07.doc Page 4 of 8 P kiliv . ,ENT CITY Or CLEA11MATER Gl SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) SITE PLAN with the following information (not to exceed 24" x 36 "): Index sheet referencing individual sheets included in package; North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; All dimensions; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; All existing and proposed points of access; QRIM RECRICED FEE) 0 4 2008 PLANtOIG DWAMENT CITY Or-- CL MATER All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; Location of all street rights -of -way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per Section 3- 201(D)(i) and Index #701 1; Location of all landscape material; Location of all onsite and offsite storm -water management facilities; Location of all outdoor lighting fixtures; and _ Location of all existing and proposed sidewalks. SITE DATA TABLE for existing, required, and proposed development, in written /tabular form: Land area in square feet and acres; Number of EXISTING dwelling units; Number of PROPOSED dwelling units; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility easement; Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. REDUCED COLOR SITE PLAN to scale (8%X 11); EXISTING REQUIRED PROPOSED SEE SITE DATA TABLE ON PLANS 0 FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One -foot contours or spot elevations on site; offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; C: \Documents and Settings \derek.ferguson\ Desktop\ planningforms _0707\Comprehensive Infill Project (FLD) 04- 24- 07.doc Page 5 of 8 0 0 :�LANDSCAPE ANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) REC.'S PLAN with the following information (not to exceed 24" x 36 "): ES 04 2008 All existing and proposed structures; PLAN G DWIRTMENT Names of abutting streets; CITY Or- C LEM., &ATER Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on -site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); 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 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 percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. REDUCED COLOR LANDSCAPE PLAN to scale (8' /z X 11); COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) m BUILDING ELEVATION DRAWINGS —with the following information; All sides of all buildings; Dimensioned; Colors (provide one full sized set of colored elevations); Materials; Sight visibility triangles; REDUCED BUILDING ELEVATIONS — same as above to scale on 8'/z X 11. J. SIGNAGE: (Division 19. SIGNS / Section 3 -1806) kk-xJ-e- ❑ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. • All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ❑ Comprehensive Sign Program application, as applicable (separate application and fee required). ❑ Reduced signage proposal (8'/2 X 11) (color), if submitting Comprehensive Sign Program application. C: \Documents and Settings\derek.ferguson\ Desktop\ planningforms _0707\Comprehensive Infill Project (FLD) 04- 24- 07.doc Page 6 of 8 MOW RE `E!3 04 2008 K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) r1^1%tgsr'4t Ov�� iT CQC o 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 - 562 -4750) Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post - development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. RMR Traffic Impact Study is not required. See ITE TRIP GENERATION REPORT 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 7 th 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. Acknowledgement of fire flow calculations /water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. RMR 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) 6V%PUBLIC -STATE OF M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this #plication are true and accurate to the best of my know , dad and authorize City representatives to visit and phot gr h the property described in this application. Signature ot)roperty owner or Commission # DD531438 Bonded'lhru AtlanLic ,,,onding Co., Inc STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this _k� day of _, A.D. 20_ea_ to me and /or by NtiV!;N 4FI40VAIM, who is personally known as identificafon. ,fin. 04 . (V Notary public, My commission expires: HAY 0 3, 2`0 10 C: \Documents and Settings \derek.ferguson\ Desktop\ planningforms _0707\Comprehensive Infill Project (FLD) 04- 24- 07.doc Page 7 of 8 0 0 N. AFFIDAVIT TO AUTHORIZE AGENT: RECi 1 Provide names of all property owners on deed — PRINT full names: 04 2008 all PAN4*"GDW- WENT 2. That (I am/we are) the owner(sj and record title holder(s) of the following described property (address or general location): RN a& 3. That this property constitutes the property for wqich a request for a: (describe request) 4. That the undersigned (has/have) appointed and (does/do) appoint: as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 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 (1/we), the undersigned authorityv rtify that the foregoing is true and correct. ----- - Property Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS B dersigned, an officer duly commissioned by th e laws of the State of Florida, on this day of L/ aLLA� who having been first duly sworn 'personally appeared 17A11d WS Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. MY COMMISSION # DD 676718 W. ;�fOF lo- EXPIRES: October 14,2010 Notary Public Signature 1-800-3-NOTARY . FL Notary Discount Assoc. Co. My Commission Expires: oA000 mentsanueeonyvmomxaer»usonxDexmop\p|anmnomnn,_nrorxComprehonowo|nnnPnojvc (=ILo)o+z4*7.dom Page omo 10 0 ORIWAL LETTER OF AUTHORIZATION RECO, FED 0 4 2008 PLANUNG DWAQ This letter will serve as authorization for Housh Ghovaee �'�3 CLEi��;�7Er (agent Name) with NORTHSIDE Engineering Services, Inc. to act as an agent for /" (Prope`rty (5wner's Name) And to execute any and all documents related to securing permits and approvals for the construction on the property generally located at PINELLAS County, State of FLORIDA. Signa r- -e of P operty Owner Address of Property Owner City /State /Zip Code rint Name of Property Owner Title efephone Number Stag Th foregoing instrument was acknowled a before me this day Count of r✓ 20, by�� S as who is personally known to me or who has produced % as identification and who did (did not) take an oath. DOREEN A. WILLIAMS r < MY COMMISSION # DD 5710 EXPIRES: October 14, 2010 f 0.3 N0T� FL Noted' 0� °oo�nt Assoo,.�o I.eo Commission # (SEAL ABOVE) Notary Public (Name of Notary Typed, Printed or Stamped) / INST :.gg- zl99"i5 JLY 10-V99.6 I IIIS INSTRUMENT I'REP'i1Rld).1111 AND RETURN TO: GEORGE,I. FELOS, of ! FELOS & FELOS. P. A., lll.t(il,k;.N)f q( Law 6411 Douglas Avenue ; Dunedin. Florida 34698'` QUIT- CLAIM DEED PINELLAS COUNTY FLq OFF P.EC 9K 10163 PV I6 j` D T] [IS QUIT -C.L IN4 DEED, Executed this_2�_ day ul July, 1998, by NIANUFL KASTRENAKGS,.a' "nl,arriM man, lirst party. whose mailing address is 1780 McCauley Road, Clearwater, hlorirla.-333765: to N,IANUI:L KASTRENAKES and EVANGELINE KASTRENAKGS. T[1\.USTFES Of TI IE MANUEL KASTRENAKES TRUST AGREEMENT DATED JUN G..?i.(T998, second party, whose mailing address is 1780 McCauley Road, . Clear watC^r, 1�lolri.d;) 3.3765, wilh.said Truslccs, or either of them: conferred the power and authority either io 1 rotect; ronseryc and to sell, or to lease, or to cucumber, or otherwise to manage and dispgsc ol` tlic'4'cal property, orally part thercol, described in this (Iced. \UI,TNi SSETII, That the said first party, for and in consideration good and valuable paid by /We oIdd,jx'irty, dues hereby remise, release and quit -claim unto the said second party forever, all of lids tight 'title. interest, chum and demand in and to the following described lot, piece or parcel of :1u1i, situate, lying and being in the County of Pinellas, State of Florida, to -wit: SEE EXHIBIT ATTACHED 17IERETO. PROPERTY APPRAISER'S PARCEL ID NO. 19- 29 -16- 11(1000 -140 -0600 THIS IS A CONVEYANCE FOR NO CONSIDERATION. THIS PROPERTY IS NOT THE [ 101MESTEAD OF GRANTOR, TO HAVE AND TO HOLD the same together with all and singular the appurtenances Ihercunlo belonging or in anywise appertaining, and all the estate, right, title, interest, lien, equity ' and claim whatsoever of the said first party, either in law or equity, to the only proper use, benefit and behoof of the said second party forever. IN WITNESS WHEREOF, the said first party has signed and scaled these presents the day and year first above written. Signed, scaled and delivered in the presence of: (/ Mentiel Kastrcnakcs Witness Signature' Witness'— �l Willwss Sigh ifurc ci / J STATE OF FLORIDA COUNT)' OF PINELLAS The foregoing instrument was acknowledged before n7c this 3�J day of July, 1998, by MANUEL KASTRENAKES, who is personally known to rile. � "iiih;: George 7. Febs - - - -- -•t .... •,a� • ��r11AA MYCOMMISSIONa Cf6(12062 F%PIRES Seplamber 2Z, 2001 +)III \ .Mlo IHW TROY FAUN UMMPKE INC NOY 2 EFL faI Z 6i3 Cie Q Lis! � _ . ". C.. ''Fran the List 1/4 of Section 19, 71owship 29 Southi Range 16 East, run north 89 deg. 29113" West along the East-West centerline of said Section 19, 100,00 feet) thence run tbrth 0 deg. 52125' List along the Westerly right- of-4sy line of U.S.. Illglrsy 19 (said line being parallel to and 100 feet Westerly of the East line of said Section 19), 340.00 feet for a point of beginnningt thence nn torth 89 deg.29'13" ~ ` West along the t1ortherly right- of-cmy line of Ilazn BuLdevard, (See O.R. Book 2582, page 417, Public Pewrds of Pinellas Canty, Florida) , 275.00 feet, thence nn torth 0 deg. 52125" East, 270.00 feet) thence nn South 89 deg.. 29113" East, 275.00 feetj tlrrion run South 0 deg. 52'25" Wast, along the Westerly right -oNway line of U.S. lligls+ay 19, 270.00 feet to the Point of Beginning. IFSS the West 100 feet and the north 70 feet. Containing 1.705 acres N.O.L. 3CII4804 JAG O7 -10 -1998 13:03:36 Ol DED- EVAHOELTHE K,ASTREHAK,ES RECORDING 1 $10150 DOE STAMP - ER219 3 1.70 TOTAL: 411,20 CHECK, AML TENDERED: 411.20 CHANGE: $,00 l 1 f °Clearwater 0* i 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 • CASE NUMBER: RECEIVED BY (Staff Initials): DATE RECEIVED: ORMNAL REDS FEB Q 4 2000 * NOTE: A TOTAL OF 15 SETS OF THIS APPLICATION AND ALL SUPPORTING DOCUMENTATION IS REQUIRED TO BE SUBMITTED IN CONJUNCTION WITH A COMPLETE LEVEL ONE OR LEVEL TWO APPLICATION. COMPREHENSIVE LANDSCAPE PROGRAM (Revised 04/24/2007) PLEASE TYPE OR PRINT— APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) Manuel Kastrenakes APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: , ciearwater, 727 799 -2130 FAX NUMBER: EMAIL: mike@ thrittyciearwater. mike com Manuel Kastrenakes Housh Ghovaee, Northside Engineering Services, Inc. (Contact Renee Ruggiero) 300 South Belcher Road, Clearwater, Florida 33765 727 443 -2869 FAXNUMBER: 727 446 -8036 727 235 -8475 EMAIL: renee @northsideengineering.com 1. ARCHITECTURAL THEME: a. The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcel proposed for the development. N/A OR b. The design, character, location and /or materials of the landscape treatment proposed in the Comprehensive Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. See Attached Narrative C:IDocuments and Settingslderek .fergusonlDesktoplplanningforms 07071Comprehensive Landscape Program 04- 24- 07.doc Page 1 of 2 +' 2. COMMUNITY CHARACTER: The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. See Attached Narrative 3. PROPERTY VALUES: The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. See Attached Narrative 4. SPECIAL AREA OR SCENIC CORRIDOR PLAN: The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. See Attached Narrative THE LANDSCAPING REQUIREMENTS OF ARTICLE 3, DIVISION 12 MAY BE WAIVED OR MODIFIED AS A PART OF A LEVEL ONE OR LEVEL TWO APPLICATION, AS THE CASE MAY BE, IF THE APPLICATION FOR DEVELOPMENT APPROVAL INCLUDES A COMPREHENSIVE LANDSCAPE PROGRAM, WHICH SATISFIES THE ABOVE CRITERIA. THE USE OF LANDSCAPE PLANS, SECTIONS / ELEVATIONS, RENDERINGS AND PERSPECTIVES MAY BE NECESSARY TO SUPPLEMENT THE INFORMATION PROVIDED ON THIS WORKSHEET. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowlecge and authorize City representatives to visit and photog pf/the property described in this application. of property owner or representative ORIGINAL RECE1 0 4 2000 pLAi INNIG LEMWENT CETy Or CLVt't' AATER STATE OF FLORIDA, COUNTY OF PINELLP�$ Sworn to and subscribed before me this �— day of FE BR.VAAle A.D. 20jP -ek_ to me and /or by KOVUL 9 14A , who is personally known has produced as identification. Notary public, My commission expires: /,-4 *y 0 3" NOTARY PUBLIC STP.TE CF FLORIDA Ram A. God Commission YDD 314 0 Expires: MAY co., 010 Bonded Thru Atlantic Bonding C:IDocuments and Settingslderek .fergusonIDesktoptp/anningforms 070AComprehensive Landscape Program 04- 24- 07.doc Page 2 of 2 Authorization For Disbursement Vendor /Payee name: E17T8O astrenakes 2nd line vendor /payee name: Caule Road Remit t o: Street / PO Box er, FL 33765 Remit to: City, State, Zip Code Date:2 /8/2008 Time:9:03 AM Purchase orders are required for payments in excess of $2,500. Purchase Orders are required if prior year payments or expected payments have or will exceed $2,500. P.O. NUMBER (if required " I.. "'rovicae a description or reason for this expense: d for $730.00, FLD2008' -02003 is being issued this case was changed from a Level 2 Application to 9 1. The new case is FL82008- 02004. t you are charging more than one account please provide additional description for each account: CHARGE TO ACCOUNT # LD2008 -02003 010- 341262 AMOUNT TO CHARGE I Full Signature I of person authorized to sign Purchase Order Receiver Copy: Print Name and Title of person signing �; J ua e�� �w ma'), Print this form and attach the original document(s) that validate the amount you are requesting payment for. Attach any copies that must be sent with the check. Improperly completed forms will delay check request. Please explain below if you are requesting the Finance Department not to mail check to the vendor. PLEASE MAIL A COPY OF THIS FORM TO THE CUSTOMER. Created by W.M. Tedder Keyed Crty Clerk Document n 9821 -0002 B Ian krefundsExample lI 2/7/2008 Receipt #: 1200800000000000990 12:51:21PM T Date: 02 /04/2008 Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLD2008 -02003 04 P1—;1,1 C FLD2008 -02003 i e ornrnerctal Fire - Prelim Site Plan 010- 341262 1,205.00 010 - 342501 200.00 Payments: Line Item Total: $1,405.00 Method Payer Bank No Account No Confirm No How Received Check MANUEL KASTRENAKES R D 863 In Person Payment Total: 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 1,405.00 $1,405.00 • cReceipt.rpt PAYMENT HISTORY: FLD2008 -02003 q �= 19206 US HIGHWAY 19 N r Receipt Number Flexible Commercial 02/04/200E 1200800000000000990 Fire - Prelim Site Plan 02/04/200E 1200800000000000990 Check Number 863 Assessed Paid $1,205.00 $1,205.00 6� $1,205.00 863 $200.00 $200.00 0 $200.00 Fee Summary: Total Assessed Total Paid $1,405.00 $1,405.00 Balance Due B �11 $0.00 Balance Due $0.00 CasePaymentfttory. rpt LL CITY OF CLEARWATER (, Clearwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 0 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W.MYCLEARWATER. COM February 21, 2008 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 19206 US 19 (FLS2008- 02004) To Surrounding Property Owners: As a property owner within 500 feet of 19206 US 19, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to permit a retail sales and service use in the Commercial (C) District with reductions to the front (east) setback from 25 feet to 15 feet (to parking lot), the front (south) setback from 25 feet to 15 feet (to sidewalk), the side (north) setback from 10 feet to five feet (to parking lot) and the side (west) setback from 10 feet to five feet (to parking lot) under the provisions of Section 2- 703.R. and a reduction to the required west landscape buffer width from 10 feet to five feet, a reduction to the foundation landscaping on the south side and a reduction to the dimensional requirements for interior landscape islands as part of a Comprehensive Landscape Program under the provisions of Section 3-1202.G.. On March 06, 2008, 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 March 06, 2008. The City encourages you to participate in the review of this application. You may contact me at 562 -4553 or Scott.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 March 06, 2008. 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 your Scott Kurleman Planner II Letter of Notification - FLS2008 -02004 - 19206 US 19 A \ J rwater U February 07, 2008 Housh Ghovaee 300 S. Belcher Road Clearwater, F133765 CITY OF CLE`ARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W.MYCLEARWATER. COM I s�vL� VIA FAX: 727 - 446 -8036 z ,, �- -0� RE: FLS2008 -02004 -- 19206 US 19 -- Letter of Completeness Dear Housh Ghovaee : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2008- 02004. 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 March 06, 2008, 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 may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 562 -4553 or Scott.Kurleman@myclearwater.com. Sincerely yours, Scott Kurleman Planner II Letter of Completeness - FLS2008 -02004 -19206 US 19 4 io ORIM FLEXIBLE DEVELOPMENT APPLICATION RECOM Comprehensive Infill Redevelopment Project 2008 Case Number TBD 6'L'MNING DUKTMENT 19206 US Highway 19 North CITY or- amm *ATER Harn Plaza NES Project # 747 Description of Request: To raze the existing office building allowing for the construction of a new one story commercial retail development with the following reductions . to setbacks to pavement and the required landscaping through a Comprehensive Landscape Application (See Separate Landscape Narrative): Setback to Pavement Front (East) Required: 25' Request: 15' Front (South) Required: 25' Request: 16' Rear (North) Required: 20' Request: 5' Rear (West) Required: 20' Request: 5' General Applicable Standards (Section 3- 913(A) : 1. The proposed development will be harmonious with the scale, bulk, coverage, density and character of the adjacent properties as the proposed development provides similar setbacks, bulk and coverage as the existing surrounding built environment. The site and architectural design offers a new retail development similar to the character of the new development located 18419 US Highway 19 North. The development plan includes pedestrian connections with heavily landscaped 15' buffers along the street frontages. The design of the development offers building frontages along street fronts providing an inviting and architecturally attractive street presence. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the values as redevelopment of this site will promote investment and encourage redevelopment of the surrounding land and buildings. The current assessed value of the land is $645,100.00 with a projected value of $1,100,000.00 upon completion of the project, thereby providing improved land values to the surrounding sites. 3. No health or safety issues are anticipated with the proposed development; the proposed uses are appropriate for the commercial corridor and through appropriate design, mitigation of any anticipated negative effects on the 1 C ORI RAL EE- 04 2009 PLNNIWWG DWTWt �r surrounding properties is achieved. The redevelopmtlyp'nCIkc;ge-JEk responsible site drainage; improvements to access and the pedestrian pathways; in addition to a new building which will meet current construction codes and FEMA requirements providing further benefits to the surrounding community. 4. Three access points currently exist along Harn Boulevard; this proposal contemplates improvements to aide in minimizing traffic congestion through the deletion of two of the existing access points along Harn Boulevard providing a new access point at the greatest distance possible from the intersection. Additionally, the existing access point along US Highway 19 North will be reduced from 57' to 24' also resulting in an improved spacing distance from the intersection providing additional improved safety for vehicles and pedestrians. 5. No established community character exists as the immediate area is developed with a mixture of land use patterns; a wide range of surround uses exist including a auto dealerships, auto repair facilities, offices and a gas station with multifamily residential use to the west and to the east across US 19. The proposed use and development plan will be consistent with the mixed community character and will provide the area with an updated retail plaza. The development plan provides design elements to foster a sense of neighborhood cohesion with storefront along both street frontages. The design will blend nicely with the community character, providing further enhancement and support to the US 19 environment. 6. No adverse effects associated with visual, acoustic, olfactory and hours of operation are anticipated as these items are addressed and minimized through appropriate and responsible design. The location of the building toward the commercial corridors, the design, number and location of the driveways; together with the architectural design of the building all play a part to mitigate any adverse effect. Comprehensive Infill Redevelopment Project Criteria 1. The setback variances being sought through this Comprehensive Infill. Redevelopment application relate to pavement setback only; the proposed retail structure meets the setback requirements established for the district. Land massing, as encouraged by the Development Code, has occurred to improve the site and design opportunities, however, the site area, just over an acre provides unique development challenges. Although minimal setback variances to pavement are requested the architectural and site design creates appropriate street level and pedestrian environments. This development proposal provides a reasonable area of building, enough to make the project viable with 58 on site parking spaces, within the allowable standards for the Commercial District. 2 s 2. The Clearwater Comprehensive Plan provides a goal to utilize innovative and flexible planning, engineering practices and urban design standards in order to redevelop blighted areas and to encourage infill development; this development proposal is consistent with the Clearwater Comprehensive plan. 3. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties; this proposed development plan will encourage redevelopment and improvement to the surrounding properties. 4. Upon completion the development will promote investment and encourage redevelopment in this area, creating a positive influence on the adjoining properties. 5. The proposed use is permitted by the underlying future land use, is compatible with the adjacent land uses and is allowable within the Commercial District. Additionally, the proposed uses will provide employment opportunities to the community and offer commercial support to the surrounding neighborhood. 6. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties; the existing vacant site, upon development will encourage further improvement within the area. The proposed development will be harmonious with the scale, bulk, coverage, density and character of the adjacent properties as the proposed development provides similar setbacks, bulk and coverage as the existing surrounding built environment. The site and architectural design offers a new retail development similar to the character of the new development located 18419 US Highway 19 North. The development plan includes pedestrian connections with heavily landscaped 15' buffers along the street frontages. The design of the development offers building frontages along street fronts providing an inviting and architecturally attractive street presence. The proposed development is well suited to the area being large enough to offer employment to local residents as well as providing needed services, while maintaining a reasonable scale in relation to neighboring structures and uses. The design establishes an interesting and visually pleasing streetscape by utilizing a number of design strategies: 3 W ass o O ,� � � 4 2. The Clearwater Comprehensive Plan provides a goal to utilize innovative and flexible planning, engineering practices and urban design standards in order to redevelop blighted areas and to encourage infill development; this development proposal is consistent with the Clearwater Comprehensive plan. 3. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties; this proposed development plan will encourage redevelopment and improvement to the surrounding properties. 4. Upon completion the development will promote investment and encourage redevelopment in this area, creating a positive influence on the adjoining properties. 5. The proposed use is permitted by the underlying future land use, is compatible with the adjacent land uses and is allowable within the Commercial District. Additionally, the proposed uses will provide employment opportunities to the community and offer commercial support to the surrounding neighborhood. 6. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties; the existing vacant site, upon development will encourage further improvement within the area. The proposed development will be harmonious with the scale, bulk, coverage, density and character of the adjacent properties as the proposed development provides similar setbacks, bulk and coverage as the existing surrounding built environment. The site and architectural design offers a new retail development similar to the character of the new development located 18419 US Highway 19 North. The development plan includes pedestrian connections with heavily landscaped 15' buffers along the street frontages. The design of the development offers building frontages along street fronts providing an inviting and architecturally attractive street presence. The proposed development is well suited to the area being large enough to offer employment to local residents as well as providing needed services, while maintaining a reasonable scale in relation to neighboring structures and uses. The design establishes an interesting and visually pleasing streetscape by utilizing a number of design strategies: 3 EC Beginning with varying the building height to establish hierarchy within the design, create a scale that corresponds to the pedestrian as well as vehicle traffic. The components themselves help the building relate with the pedestrian scale while still maintaining an overall presence and helping users identify and distinguish different uses and access.. The buildings finishes create a pleasing scale to the fagade and reinforce the buildings rhythm. Color selection again corresponds to the hierarchal components of the building and the colors themselves help establish a sense of balance. Fenestrations are handled in a manner to again relate to, the pedestrian and street as well as display the products /services available in a modern and aesthetically pleasant fashion. Overall the design was intended to create an environment inviting to pedestrian and vehicular users and be. a pleasant addition to this highly visible location along US 19. The development will be a desirable addition to this area of Clearwater offering appropriate 15' landscaped buffers along the street frontages and a new commercial building which meets the setback requirements of the Commercial General district. 2.2.08 RMR/rmr Harn Plaza NES 747 ORIOM REE:OM a .i� FE19 0. 4 2008 N CITY W C1.EAfr*A1'Ek. M 6 0 COMPREHENSIVE LANDSCAPE PROGRAM NARRATIVE Case Number: TBD Project Address: 19206 US Highway 19 North NES Project: #0747 Request: A reduction to the required landscape buffers through a Comprehensive Landscape Application to allow a 5' landscape buffer where 10' is required along the western property line, allow a reduction to the required foundation landscaping along the southern building frontage and to allow a reduction to the dimensional requirements for some of the interior landscape islands within the parking lot pursuant to Section 3- 1202.G 1. Architectural Theme: a. N/A b. To provide a landscape plan that is demonstrably more attractive the following are some of the measures taken: i. The landscape design contemplates three tiers of plantings adjacent to US Highway 19 North and Ham Boulevard; providing multiple layers of plantings to enhance the streetscape along both corridors ii. The eleven (11) types of trees proposed will provide immediate visual enhancement and buffering to this currently unattractive vacant parcel of land. 2. Lighting: No outdoor lighting is proposed at this time and any future proposed light will meet required code. 3. Community Character: The proposed installation of over 1,503 new plantings, consisting of 8 different varieties of plants and eleven varieties of trees will provide immediate visual rewards to the vicinity, community and this highly visible location along US 19 North. Additionally, the proposed plan provides landscaping that is tolerant to the Florida environment. 120 linear feet of the western buffer will meet or exceed the 10' landscape buffer requirement; 80 linear feet of the western buffer adjacent to the parking lot will require a 5' reduction. A decorative solid fence has been proposed to offer additional buffering and mitigation meeting the spirit of the code by providing appropriate buffering and mitigation. The proposed landscape plan will most certainly enhance and improve the community character. 4. Property Values: The quality of the proposed plantings and the professional landscape design will offer upgraded and positive value to the immediate vicinity. 5. Special Area or Scenic Corridor Plan: N/A 2.2.08 RMR/rmr NES #747 Ham Plaza NORTHSIDE ENGINEERING SERVICES, INC. ORIGINAL RECOVEED FEB 04 2000 PLAN UM DEMWT VT CITY C` Ct E4_, -, %' yFkk 1 File Edit a'ie, +: Favorites Tools Help Hadc - K �` l� Search f�� Fa .rorites - Lj AF 4ddrrss M htgri, 'publicgis. mydear; 5,ater.comfsaiebsiteieCornecbMI , -,iea : er.htm ?Parce[M = ? =- alue= 19 -29-16 -00000 - 190 -0600 �] © So Clearwater eConnect GIS Content Legend Print Locate Find ue ® n 0 0 1 -k Filter Buffer . � � Parcel Centrcids Parcels Railroads Bridges QHigh,,,;a's Streets Areas Out of Cleapvater Ser,lce Area w " ? f ' ❑ CleafSdatEr SEr:ICE Area AL* 3 1 K Set Map Tiffs Parcel IC: 3.9- 29- 16- 00000 -L40 -0500 CwTier Name 1: KASTREN.AKES, MtARUEL THE Clear Tips Data i Corner Name 2: KASTREtlAKES, Es.'r' TIGELINE THE 4. - Cvner Address: 1180 MiCCAULEY RC t City: CLEARWATER �� sr Palm Harbor East Lake - ice.. 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October sky 2162 -70 atrium white INT. RM mystic beige 2162 -60 EAST ELEVATION SOUTH ELEVATION score: �c -r -c• ]•.LLi�o i,�LLo ro_nmecti �cAvs � suca cn -A_ —� -- - -- A'VW 6400ry 8'K.LO a -JM I•AYl '/.LGO�\ dr'L� lilt OLTOn.k ncr e'tex -+O \ rnp'C YOG tli]JG � Q -- SIGS .1 x� I 7r, e�c nn ^ —earco a•.o UU mir v« r NORTII ELEVATION swo +avcv .w. warms t . •r a• - -QAr .� t V� WEST ELEVATION Civil Land Planning oRTH Due Diligence Reports N 91,tDE Re-Zoning, Land Usc, Annexation Engineering Services Inc. Stormwater Managcment Utility Design Traffic Construct on Administration I STORMWATERIV'EPORT Wels HARN & U.S. 19 PROJECT P.O. Box 4948 Clcarwawr, FL 33758-4948 toch(p I , i .�northAccnginec -ing,com 727 4 43 2869 Fax 727 446 8036 ORIGINA RECOM FEB 0 4 2008 PIAMMWG7 DE►ARRTMIENT CITY Ot- CLEARZAATER "04. �yaq� f17 Ram A. G6,61: Oh'6,iPt. -4-743.1 U. is U) Japuary 2008 �ttlV o. 0747 , DRAINAGE NARRATIVE The proposed construction activities consist of the following: • Removal of 35,934 S.F. of open impervious vehicular use, building and sidewalk area. • Construction of 39,743 S.F. of open impervious vehicular use, building and sidewalk area. • Construction of a stormwater pond to provide attenuation and water quality treatment for a volume equal to 1/2" of runoff over the entire site. • Treatment of stormwater will be achieved through an effluent underdrain system. The overflow will be piped to an existing stormwater system on U.S. Hwy. 19. • The more stringent of SWFWMD's 25yr / 24hr post - development flow not exceeding the 25yr / 24hr pre - development flow vs. Clearwater's weighted coefficient of runoff of stormwater detention was used to determine the storage volume requirement. It was found that the City of Clearwater's stormwater requirement (5,826 cf) was more strict than SWFWMD's requirement and therefore was used in the design of the pond. • The Drainage Calculations have been prepared in accordance with the City of Clearwater Drainage Manual. • The project is located in an open basin. Construction of this project will not increase the existing peak discharge rate or volume. • No wetlands are located in or adjacent to the project area. No wetland impacts will result from construction of this project. �, ► , a ED 0 4 2000 PIAN1491-G DWRIMENT CITY pC CLEA4 t�TE1z PROJECT NAME: PROJECT NO.: EXISTING CONDITIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= CN CALCULATIONS 0 HARN & U.S. 19 747 54,998 SF = 35,934 SF = 0 SF = 19,064 SF = ORIGINAL RE FED 04 2000 PI.. UNC- DW, ENT CITY Cr' CLEA ' ATER 1.26 ACRES 0.82 ACRES 0.00 ACRES 0.44 ACRES TOTAL DRAINAGE AREA= 54,998 SF IMP. AREA= 35,934 SF OF IMP. AREA @ CN = POND AREA= 0 SF OF POND AREA @ CN = PERV.AREA= 19,064 SF OF PERV. AREA @ CN = (LAWN IN FAIR CONDITION, HYDROLOGIC GROUP D) CN = 93.15 C CALCULATIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= 54,998 SF 35,934 SF OF IMP. AREA @ C = 0 SF OF POND AREA @ C = 19,064 SF OF PERV. AREA @ C = C = 0.38 T.O.C. = 60 MINUTES PROPOSED CONDITIONS TOTAL DRAINAGE AREA= 54,998 SF = 1.26 ACRES IMP. AREA= 39,148 SF = 0.90 ACRES POND AREA= 2,574 SF = 0.06 ACRES PERV.AREA= 13,276 SF = 0.30 ACRES CN CALCULATIONS TOTAL DRAINAGE AREA= 54,998 SF IMP. AREA= 39,148 SF OF IMP. AREA @ CN = POND AREA= 2,574 SF OF POND AREA @ CN = PERV.AREA=- 13,276 SF OF PERV. AREA @ CN = (LAWN IN GOOD CONDITION, HYDROLOGIC GROUP D) CN = 94.71 C CALCULATIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= C = 0.77 54,998 SF 39,148 SF OF IMP. AREA @ C = 2,574 SF OF POND AREA @ C = 13,276 SF OF PERV. AREA @ C = T.O.C. = 60 MINUTES FOR 0.475 1 0.2 98 100 84 0.95 1 0.2 PROJECT.NAME : PROJECT NO.: HARN & U.S. 19 747 POND'S STAGE STORAGE DATA: T.O.B. EL.= D.H.W. 25 EL.= W.Q. EL.= BOTTOM EL.= • ORIGIMAL RECLPICEl~? „'. 0 4 2000 FMN*%lr L AQlV,ENT CITY OF CLE ATER STAGE ft -NGVD AREA SF AREA AC STORAGE CF 20.00 3,200 0.073 11,163 19.00 2,842 0.065 8,141 18.25 2,574 0.059 6,111 18.00 2,484 0.057 5,478 17.67 2,366 0.054 4,678 16.00 1,768 0.041 1,226 15.25 1,500 0.034 0 TOTAL WATER QUALITY CALCULATIONS: DRAINAGE AREA = REQUIRED WATER QUALITY DEPTH = REQUIRED WATER QUALITY VOLUME _ PROPOSED OUTFALL ELEVATION = AVAILABLE WATER QUALITY = 54,998 SF 0.50 IN 2,292 CF 17.67 FT 4,678 CF • NORTHSIDE ENGINEERING SERVICES 25 YEAR STORM EVENT PROJECT: HARN & U.S. 19 PROJECT NO. 747 RUN -OFF COEFFICIENTS PRE - CONSTRUCTION TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= C= 0.38 POST - CONSTRUCTION TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= C= 0.74 STORAGE CALCULATION WEIR DESIGN PRE - CONSTRUCTION DRAINAGE AREA = TIME OF CONC. Tc = I @ Tc =60 (25 YEAR EVENT)= Q(out)= CXIXA= POST - CONSTRUCTION ORIGINAL @SE'6.viGTM 'FEB 04 2009 PMUES DEMIMENT CITY Or- CLEA41MATER 54,998 SF 1.26 AC 35,934 SF OF IMP. AREA @ C = 0 SF OF POND AREA @ C = 19,064 SF OF PERV. AREA @ C = 54,998 SF 1.26 AC 39,148 SF OF IMP. AREA @ C = 2,574 SF OF POND AREA @ C = 13,276 SF OF PERV. AREA @ C = 1.26 AC 60 MIN 3.60 IN/HR 1.73 CFS TIME (MIN.) I (IN /HR) Q(in) CFS INFLOW CF OUTFLOW CF STORAGE (CF) 60.00. 3.601 3.341 12,0381 6,213 5,826 MAX. STORAGE = 5,826 CF TOP. OF WEIR ELEV.= 18.25 FT BOT. OF WEIR ELEV.= 17.67 FT H = 0.58 FT or 7" Q = 1.73 CFS L =Q/3.1 *H ^1.5 = 1.25 FT or 15" TOTAL VOLUME REQUIRED = MAX. STORAGE REQUIRED = 5,826 CF TOTAL VOLUME PROVIDED = MAX. STORAGE PROVIDED = 6,111 CF 0.475 1 0.2 0.9 1 0.2 • NORTHSIDE ENGINEERING SERVICES POND DRAWDOWN ANALYSIS PROJECT: HARN & U.S. 19 PROJECT NO.: 747 VOLUME PROVIDED = 2,292 C.F. BOTTOM OF SLOT ELEV. = 17.67 BOTTOM OF POND ELEV. = 15.25 UNDERDRAIN INVERT ELEV. = 14.25 COEFFICIENT OF PERMEABILITY (K) = 0.09 FT /MIN LENGTH OF UNDERDRAIN = 38 FT SIZE OF UNDERDRAIN = 6 INCH 9 POND AREA (SF) = POND AREA (SF) = ORIGINAL PD, Q 4 2000 PLAM444G DEPAR�ITN tr CITY CC CLEA-NA -ATER 2,366 S.F. 1,500 S.F. ELEV. AVG. HEAD INCR HEAD L (AVG) HYD. GRAD. FILTER AREP FLOW POND AREA INCR VOL. INCR TIME FT FT FT FT FT /FT S.F. CFM S.F. C.F. MIN. 17.67 2,366 2.87 0.61 2.75 1.04 57 5.35 1,365 255 17.07 2,150 2.26 0.61 2.75 0.82 57 4.22 1,234 292 1,933 1.66 0.61 2.75 0.60 57 3.09 1,103 357 E 1, 717 1.05 0.61 2.75 0.38 57 1.96 972 495 1, 500 TOTAL DRAWDOWN VOLUME _ TOTAL DRAWDOWN TIME = 4,676 C.F. 23.3 HOURS 01 -18 -2008 12:19 PAGE2 GULF COAST TESTING LABORATORY, INC. ,5745 PARK BOULEVARD PINFI.I,AS PARK, FL 33781 CONSTRUCTION MATERIALS ENGINEERING COUNCIL CF.RI-IFIFD CEI( Tlf /4C7'1' of,,f UT/IOI?IZATION # 00002370 PHONE, (727) 544 -4080 1 AX. (727) 5447532 i, 'I,Y T""°1� .. ��. . CLIENT: Mr, Mike Kastrenakes LAB NO, 14343 PRO,II:(' I'; 19206 U.S. Hwy. 19 N, Clearwater, Florida. DATE REPORTE't): 1 /17 /08 D A TL' 77O77f1. LOCATION OF TEST: 40' E x 23' S of NW Corner o1' Property (see attached Site Plan) DEPTH TO EXISTING WATER "VABLE: 70" Below the Existing Ground Surface ESTIMATED SEASONAI.. T]IGI] WAFER LEVEL: 4'0" Below the Existing Ground Surface (= 6.0 NGVD) RFMARKS: WATER TEMP: 75 deg. F WATER pH: 8.02 GROUND TV,,M : 72 deg. F •- INNER RING RFADINGS 5011, PROFTLT I l.p I 6j b.o 5.5 5.0 4.5 4.0 .1.5 3.0 2.5 2.0 j INC) I PER HC]AJR .5 1 2 3 4 5 6 Elapsed Time (I lours) INFILTRATION RATE ... 2 i INCHES / f #R Depth N I' . .... .._ ..... .... .. ..... .........:.. :...... 1. .. 1' li ............ ....... :.. I Grayish Brown SAND w/ Roots .......... r ........................ ,..........,.. I U 2'3" Occasional Roots Y Light Gray SAND R 4' 0" A 6' 2" T Mottled Light Brown /Brown .5 1 2 3 4 5 6 Elapsed Time (I lours) INFILTRATION RATE ... 2 i INCHES / f #R Depth CLASSIFICATION In feet• (EXISTING SURRACE APPROX RAV r 0' 5" Grayish Brown SAND w/ Roots Very Light Brown SAND w/ 2'3" Occasional Roots 3'Y Light Gray SAND Medium Brown SAND w/ 4' 0" Trace Organic Stain 6' 2" Light Brown SAND Mottled Light Brown /Brown 7' S" Silly SAND Light Brown SAND w/ 10' 0" Trace of Slit _Slight --� Hole terminmea at 11l)„ Ground level ................. sp .tflilly S icd. /4 W, �, " " P -3 Unrcr 1 /�" �- TEST Depth riu�, �'" .. _ - - ---- - below Existint? Grade Ramanuja C. Kanna . 6 ",.tcf Fla. License No. 38688 V - ----- - - - - -- - -- - -- - -- — - ..... 2, 4 •Icing set.. Test Elevation � - -� - .. �.. , cc: Mr. Mike Kastrenakes 2 Northsdic Engineering I 0KINAL I ile I 24" nuterring REC ERVE"e' FEB 0 4 2000 CITY Or CLEAfZZ A)'Ek'' his report is the property of the Client listed and cannot be copied or reproduced without written permission of the Client or GCTL. m W (D — CE 0- 5z LL Gijlf Coast Testing Laboratory, Inc. La b # 14343 11 206 U.S. Hwy. 19 N Clearwater, FL DW Location DRI Location V W ; - rKE' th 6;1 T- oug 7t? MARN SOULEVARO U7 i CD N e= � to F--- Z uj Lu C= C= C4. ng Lu cm 0 = Lu LZ ea Calculations Using the Most Used Trip Generation Rates from the 7th Edition ITE Trip Generation Report TSF Gross Fuel Position Lunch Hour Traffic PM Out Nnt Availahlp Description /ITE Code Units Expected Units Expected PM Peak Trips-Total PM In Daily Trips Truck Terminal 030 Acres 552 TSF Gross High Turnover /Sit Down Rest. 932 General Light Industrial 110 TSF Gross TSF Gross 0 Mini Warehouse 151 TSF Gross Fast Food w/o Drive Thru 933 TSF Gross TSF Gross Single Family Homes 210 DU 0 0 0 Fast Food with Drive Thru 934 Apartments 220 DU 0 Mobile Home Park 240 DU Assisted Living 254 DU All Suites Hotel 311 Rooms Motel 320 Rooms Marina 420 Berths Health /Fitness Club 493 TSF Gross Church 560 TSF Gross Daycare Center 565 TSF Gross General Office 710 (Equation) TSF Gross General Office 710 Rate TSF Gross Medical Dental Office 720 TSF Gross Building Materials /Lumber 812 TSF Gross Hardware /Paint Store 816 TSF Gross Ni imPa /(�arrtan r�PntPr1 117 TRF C�rncs .. -. -.. - - .. Nnt Availnhla Shopping Center 820 (Equation) TSF Gross Fuel Position Lunch Hour Traffic Shopping Center 820 Rate TSF Gross 11.6 498 44 21 23 Total In Out Quality Restaurant 931 TSF Gross - 552 TSF Gross High Turnover /Sit Down Rest. 932 TSF Gross TSF Gross TSF Gross 0 0 0 Fast Food w/o Drive Thru 933 TSF Gross TSF Gross TSF Gross 0 0 0 Fast Food with Drive Thru 934 TSF Gross 0 0 0 Drive 1 hru Only 93b Service Station 944 Serv.Station w/ Conven.M Tire Store 848 Supermarket 850 Convenien. Mkt (Open 24 Convenien. Mkt (Open 16 Convenien. Mkt w/ Gas Pi Discount Club 861 Pharmacy /Drugstore w/ D Furniture Store 890 Walk -In Bank 911 Not Available Not Available Not Available (Drive -In Bank 912 (Drive -In Lanes I_ - I I 1 1 I 498 44 21 23 Z:\2007 AutoCAD Projects \0747 - (Harn & US 19) \[ 0747 - Proposed- tripcalc.xls)Calculations 18- Jan -08 » » »> No calculations but studies show'Lunch Peak 146 -364 two way trips RECfft'D w 04 2009 ILIAD 01IG DEPARpr'[j4' CITY 01,� CLEO�';,tATE.p • 0 I SF Gross Fuel Position 5 Fuel Position Service Bays TSF Gross 851 TSF Gross 552 TSF Gross 853 TSF Gross TSF Gross uu 881 TSF Gross TSF Gross TSF Gross Not Available Not Available Not Available (Drive -In Bank 912 (Drive -In Lanes I_ - I I 1 1 I 498 44 21 23 Z:\2007 AutoCAD Projects \0747 - (Harn & US 19) \[ 0747 - Proposed- tripcalc.xls)Calculations 18- Jan -08 » » »> No calculations but studies show'Lunch Peak 146 -364 two way trips RECfft'D w 04 2009 ILIAD 01IG DEPARpr'[j4' CITY 01,� CLEO�';,tATE.p • 0 Calculations Using the Most Used Trip Generation Rates from the 7th Edition ITE Trip Generation Report Berths - Nut rlvdnduic Serv.Station w/ Conven.Mkt 945 Lunch Hour Traffic PM Out Description /ITE Code Units Expected Units Expected PM Peak Trips -Total PM In Daily Trips Truck Terminal 030 Acres TSF Gross Convenien. Mkt (Open 24 hrs 851 General Light Industrial 110 TSF Gross TSF Gross Convenien. Mkt (Open 16 Hrs 852 TSF Gross Mini Warehouse 151 TSF Gross TSF Gross 0 Fast Food w/o Drive Thru 933 TSF Gross Sin le Family Homes 210 DU General Office 710 (Rate) TSF Gross k. 3 48 Apartments 220 DU ITSF Gross Medical Dental Office 720 TSF Gross Mobile Home Park 240 DU 0 0 Building Materials /Lumber 812 TSF Gross Assisted Living 254 DU Drive -In Bank 912 Hardware /Paint Store 816 All Suites Hotel 311 Rooms 373 33 Z:\2007 AutoCAD Projects \0747 - (Ham & US 19) \[0747- Previous ( Existing) tripcalc.xls]Calculations 18- Jan -O8 �In4 Availahlo Nnt Ava Motel 320 Rooms Marina 420 Berths - Nut rlvdnduic Serv.Station w/ Conven.Mkt 945 Lunch Hour Traffic Health /Fitness Club 493 TSF Gross 27 Tire Store 848 Service Bas Total Church 560 TSF Gross Quality Restaurant 931 TSF Gross Convenien. Mkt (Open 24 hrs 851 Daycare Center 565 TSF Gross TSF Gross Convenien. Mkt (Open 16 Hrs 852 TSF Gross General Office 710 (Equation) TSF Gross 0 Fast Food w/o Drive Thru 933 TSF Gross General Office 710 (Rate) TSF Gross k. 3 48 6 1 ITSF Gross Medical Dental Office 720 TSF Gross Furniture Store 890 0 0 0 Building Materials /Lumber 812 TSF Gross TSF Gross Drive -In Bank 912 Hardware /Paint Store 816 TSF Gross 373 33 Z:\2007 AutoCAD Projects \0747 - (Ham & US 19) \[0747- Previous ( Existing) tripcalc.xls]Calculations 18- Jan -O8 �In4 Availahlo Nnt Ava Shopping Center 820 (Equation) TSF Gross - Nut rlvdnduic Serv.Station w/ Conven.Mkt 945 Lunch Hour Traffic Shopping Center 820 Rate TSF Gross 27 Tire Store 848 Service Bas Total In Out Quality Restaurant 931 TSF Gross Convenien. Mkt (Open 24 hrs 851 TSF Gross High Turnover /Sit Down Rest. 932 TSF Gross Convenien. Mkt (Open 16 Hrs 852 TSF Gross 0 0 0 Fast Food w/o Drive Thru 933 TSF Gross Discount Club 861 TSF Gross 0 0 0 Fast Food with Drive Thru 934 ITSF Gross Furniture Store 890 0 0 0 Unve I nru unl !jib Service Station 944 i ar- Bross Fuel Position - Nut rlvdnduic Serv.Station w/ Conven.Mkt 945 Fuel Position 2.07 326 27 Tire Store 848 Service Bas Not Available Supermarket 850 TSF Gross Convenien. Mkt (Open 24 hrs 851 TSF Gross Convenien. Mkt (Open 16 Hrs 852 TSF Gross Not Available Convenien. Mkt w/ Gas Pumps 853 TSF Gross Discount Club 861 TSF Gross Pharmac /Dru store w/ Drive -thru 881 TSF Gross Furniture Store 890 TSF Gross Walk -In Bank 911 TSF Gross Drive -In Bank 912 Drive -In Lanes 373 33 Z:\2007 AutoCAD Projects \0747 - (Ham & US 19) \[0747- Previous ( Existing) tripcalc.xls]Calculations 18- Jan -O8 13 1 13 show'Lunch Peak 146 -364 two way trips ��J ORIGINAL 19 RECOM FRR &I + ED 04" 2008 pp�� LAN ClIY :ctw#'r; , r LJ 0 t e01/24/2008 09:39 72756249 PUBLIC UTILITIES 0 ater ORIGINA U r � �00� FAX MESSAGE r M"r'Trl�a CITY OF CLEARWATER / PUBLIC UTILITIES 1650 -C ARCTURAS AVE. N. CLEARWATER, FL. 33765 PHONE (727) 562 -4960 FAX (727) 562 -4963 TO: 1 i6t*hsli7 LOCATION: FAX NUMBER: PAGE 01 FROM: 1" DATE: _ I as TIME: .` REMARKS: F /arm r NUMBER O.F RAOES (INCLUDING THIS COVER PAGE) I JAN 2 4 7,000 01/24/2008 09:39 727562 Ak PUBLIC UTILITIESAft PAGE 02 j24TV ORIG@ RECOAM 04 2000 PLAN IG DEARNENT FLOW TEST CAW Or CIM, RM�c�iTER CITY OF CLEARWATER WATER DEPARTMENT ILOCATION L1A94)----LLVD- "�— 2-s-oo �. DATE OF TEST l STATIC: - PSI 302—. 9 RESIDUAL PSI — ` 8 PITOT 65 PSI ` llvt)l G s t i 0 - 3 og -F�l n` C FLOW I GPM_C7 IS �✓ k3so 7' ► 1 - J Y) H MIS C: LL E CUSTOMER REQUESTING TEST j24TV 01/24/2008 09:39 72756240 RECD 'I � j 04 2000 pLANNINC DEP04WIENT, CITY OC CLUI.- HATER LOCATION TEST / / OZ3 / 4 PUBLIC UTILI FLOW TEST CITY OF CLEARWATER WATER DEPARTMENT NAPA) TIC: go PSI Q" 3 o q RESIDUAL ,/�2 PSI (_ ` 3 0 Y PITOT V 7 PS! T 3 (D - 8 Z G FLOw 2 Gpm 3 0 /,;?,i6- 30 -IS HYDRANTS 15 REQUESTING TEST LV /0 �' 19 PAGE 03 � �,* (4 4 I'll ` 01/24/2008 09:39 7275624 PUBLIC UTILIT 4 City of Clearwater PAGE 04 Page 1 Jan 97,2008 / 161-13 Hydrant Test Service Order Action: 182808 Action o e: 'F TST Created By: CPAGA Jan -17 -08 16:12 Effective Date: Jan -18 -2008 Distribution: CSERV Customer: 2125380 NORTHSIDE ENGWEERWO SERVICES Phone number(S BUS 727- 443 -2869 Account: 4127394 NORTHSIDYE MC.1NFF,RJNG 4,FRV1( F,S I Dr3A.: IY i Comment: COST RENEE R UGUIERO @ 443 -2869 CAAIE IN AND Rlr'Q7' 77310 HYDRANT I-- IO t y TEST PA D S 100,00 A.# 15 LOC.AT EIS .I UST AfORT1101, -14A1tM 131, VD ON fff1,ST,5I0E OF US 19 N / B, 0 14 LOCATED ON NORTH SIDE .r• 1 -iARA4 BLVD `N ,'EST OF 19.N PLEASE SEE ATTACH ASAP. FL 0 eJ IFS T_5 / 23 OE ORIGIN FEB 04 2000 PLANNING MEMMENT CITY O� CLEA.,Wh,,kTER 4,55 rW Auw S�Q��A�U� R (TTFIV #o 01/24/2008 09:39 727562.4.0 PUBLIC UTILITIES PAGE 05 15)'30 7 2'7 9 HYDRANT ..FLOW TEST FORM ORIGINAL RECffvw FEE. 04 2008 KANIMS DWIMENT RVIC3E C"Y OF CLEAWMATER , Tn Whom the OME11:iQ-1i bejo ?v jf) sQJ1f'dt)k-- a. each lvdxant tested: ITYdrant vo COO'Pa4y Ngm Date of test: (to be "eti by VVA'ter J)� pt') RYdrayAt 01 location illfox-matiau; L. Rydrant *2 locatjou "YdMnf 03 location info, RYdrant 44 J(,L,,tj,,TA jz1for ZF Q 0 P A (] I 1-- 07. / 01 Ir 71/0F� test. q,.'7 :S' (ce I/) LO CD Ld n cot w :D 0 H ml :D n z LU v C14 D LO LD r- C'4 of ED m ED CD C'4 C'4 13 CA" ,j tiJ 14 0 F. A 1.1 u lummuffin d3lv4QW--oioAllo INWUN-A-a 6f*j%,NVTd BOOZ V 03-1 aww3H WNIMO E'-VD. 01/24/2008 09:39 72756249 PUBLIC UTILITIES PAGE 01 b p MOM U RECOW -r'n 04 200 FAX MESSAGE PlANt&af- rNT CITY CIEI''i',I ATER CITY OF CLEARWATER / PUBLIC UTILITIES 1650 -C ARCTURAS AVE_ N, CLEARWATER, FL. 33765 , JAN 2 4 Z00l PHONE (727) 562 -4960 FAX (727) 562 -4963 v LOCATION: _ FAX NUMBED: 27 - '1q(d - 80 3G FROM: y01G- OATE: La REMARKS: P7/ . TIME; V " lr 5-41 NUMBED OF PACES (INCLUDING THIS COVER PAGE �� 01/24/2008 09:39 72756249 PUBLIC UTILITIES PAGE 02 ORIGINAL RECOM E j 04 2008 pLANNHgG OMEN! CITY Cat CLEP,NKATER FLOW TEST CITY OF CLEARWATER WATER DEPARTMENT IN ILOCATION BLVD � U - S , 6 7-1 DATE OF TEST l /08 STATIC: PS1 - 3 9 I.REPIDUAL76-p PSI — ` 6 IPITOT 6-5 PSI -32 (os t 07 "L FLOW I GPM /3 ~ E (3 - j -3 69 - A V 1HYDRANT9 GRID # MISC: � � `•-- � � � ` IT CUSTOMER REQUESTING TEST A0, 470 01/24/2008 09:39 72756246 PUBLIC UTILITIES PAGE 03 4 n MOM ' RECOM C.3 a4 2008 FLOW TEST PLANNNG DEPARTMENT CITY Ot CLEAR ATER CITY OF CLEARWATER WATER DEPARTMENT LOCATION ll I l k , % L A DATE OF TEST TIC: 0. Psr � q " 3 D1 6 — 6 W1 RESIDUAL PSI j ©? ' Ho 1 /0 PITOT (� FLOW c /c?, 76- HYDRANT # 3RID # 3 0 q PSI (;PM G 3 0 ` .coq -� Q�1� CGEFFICIFA) -r USTOMER REQ 01/24/2008 09:39 72756249 PUBLIC UTILITIES City of Clearwater PAGE 04 Page 1 Jan 17,2008/ 16:73 Hydrant Test Service Order Action: 182808 Action o e: FHTST .,.,.... _,...... �Greated .By: CPAGA Jan -17 -08 16:12 Effective Date: Jan -18 -2008 Distribution: CSERV Customer: 2125380 NORTHSIDE ENGMEERING SERVICES Phone number( BUS 727- 443 -2869 Account: 4127394 NORTHS:IDE kNGtNEERING SERVICES ' DM: IY � Comment: CUST RENEE RUGUIERO @ 443 -2869 CAME INAND RlrQ7701() HrDRANT rr,OTATE,ST PA D S100.00A. # 15 LOCAMD JUST NORTH OF HARM 131, VV ON PVIL'STSME OF US I9 N / B. ♦1 14 LOCATED ON NORTH S1DE .r• FARM BL1rD t71rEST OF 19 N PLEASE SEE ATTACK MAP. F� U eJ -rfs T-5 / 2,3 0 g ORIGINAL prn 0 4 &' r, W Aaw � I iP/? N yv � Ma CITY OF ct 01/24/2008 09:39 727562-4 .1,30 72'71L llYDRAXlX.rZC)W TEST FOM4 UTXXTYCTJST0.MMR StRVICIE PUBLIC UTILITIEq C )RIGMAL. RE II '-E..Fj' 04 2006 PLANNING DEXQTMENT COT( OF CLEAWWAYR Tn Whom It Mgy Conce 7.: co.tnplet'c the for bel("j�' �f) sQllf',dWe- alTydrajat each Cowpa4y Name.' Date 0 -f hydrant test" (to be ente"cl bY %4erDtpt,) 3 Yb Rydraiat #1, Lh5 0 k7 Hydra catiou )Rfo mat RYdrant #3 location information., "YO-rant 44 lGLl§.ktj()p '4 .0 1j PAGE 05 PA(-]l--- 07./01 /�7 /0 1%j i } y .. m- N ' A N m CD co CD LO �D 1 Ul LO I NVVH I ' ( PI i 10, ! f 4 � 4' H " m ORIGINAL, m REGSAO CD EE 04 2000 P;ANMIKI + RQRVTW CITY W CLMNATEP Q UW -LAMID LAND LESS 7AC ACWrH 70' ASPHALT ASPHALT SINGLE MERCI DLU-F - 1-74"AL WIL.DM FF'EL� 19.71' S89 29'13 E 275.00'(C)( 6• UR 19' 4J / � ^� �., i�•� t '! .+... ; 1^i'. "- -; - ":s. �..,;:' - �Y �YY , � ", . i'h. 4•S'7 °5'98•ik •7'Y _ S_9 J•.a'J ` "..� i Y 9.� - - f I II RETENTIONAREA 4:1 TOB. =10.0 I t� •t• i. :m.;{+: N� y�e,�a; : ° >yz _ O W0 =1767 I < Bor 725 OT =1525 I I ASPKAL i �ITWO STORY - � � � � _ � Ire •� W.D BLOM BUR➢ING 62566 I s FFEL- 2687 I,ol ° LOADING ZONE I W� Vim h r ' o bl `.I Q►- I` PROPOSED BUILDING i� � f 11,600 S.F. rr F. FE= 20.25' s•y I I I i t1 U I L - -- J -1 L �.> ' TH E4' CONC _ — cn+c S�� 275.00'(D)(M) SOD 4' CMC ccm 4' COX - e' CDC CURD—,– -------------- - - - - -/ YELLOW LIW HARN BOULEVARD 80' R/V PER 1,CK"4ENrA V27V 40' ASPAPIL r I I 1= uAV SUM ammo I -1110 � u I I I I sTOV� sox -i"` TUC-------- ----- - - - - -. RETENTIONAREA zaa-mo DAW.a1SES w.a-ma eor. -MX LOADING i t �L� r smP� Rw wiaa,0 UR Room wOSCAK 240.9 Sr. MOW-A nm LAtW LZW 7W A00Ms 70• ASPHALT ASPHALT SMMK STORY BU= COHEROAL B l FFEL19. .. ia0r S6,9W13 -E 275.00'(C)(M) MAW DuWma io MPrit m 10 1 i t _ air d0' R/W fiJP YG1C/NENT.� AGV PROPOSED BUILDING 11,600 S.F. F.F.E. 20.25' I I I I I I I j I I I I j I I I I I I I 1 I 1 I I I I I I 1 I I I •�!U I I I I � i I aaA I I � 1 aw 1 I I I I 1 sov 3 ASPHALT I I I I "X LONG I 1 IU &VS iI Is W EL. Is g b 13 I I 1 I I ' 1 1 1 1 N Mr EL. ;.m•1 I I I I I I i i I i i � TE LEM it{ sm As HOED aww P" UM sm Aa roan eo' � Q ' uxdoa� w an As mm G . URS = IN AS NO® i �,Z Fvd s .4 t Ls mwe b C `1 N �6 Qr — 0 jx cn QY Or aa1AOCd I I 1= uAV SUM ammo I -1110 � u I I I I sTOV� sox -i"` TUC-------- ----- - - - - -. RETENTIONAREA zaa-mo DAW.a1SES w.a-ma eor. -MX LOADING i t �L� r smP� Rw wiaa,0 UR Room wOSCAK 240.9 Sr. MOW-A nm LAtW LZW 7W A00Ms 70• ASPHALT ASPHALT SMMK STORY BU= COHEROAL B l FFEL19. .. ia0r S6,9W13 -E 275.00'(C)(M) MAW DuWma io MPrit m 10 1 i t _ air d0' R/W fiJP YG1C/NENT.� AGV PROPOSED BUILDING 11,600 S.F. F.F.E. 20.25' I I I I I I I j I I I I j I I I I I I I 1 I 1 I I I I I I 1 I I I •�!U I I I I � i I aaA I I � 1 aw 1 I I I I 1 sov 3 ASPHALT I I I I "X LONG I 1 IU &VS iI Is W EL. Is g b 13 I I 1 I I ' 1 1 1 1 N Mr EL. ;.m•1 I I I I I I i i I i i � TE LEM it{ sm As HOED aww P" UM sm Aa roan eo' � Q ' uxdoa� w an As mm G . URS = IN AS NO® i �,Z Fvd s .4 t Ls mwe b 0 BUTLER. 008I1-3N ,i ROUP, INC. • Butler Design Group, Inc Golden Rain Nursery, Inc Charles R Butler 4203 46h Avenue North ORIVINL St. Petersburg, Florida 33714 RECVVW Ph (727) 521 -1684 Fax (727) 527 -7422 IFEB O U A �k 2008 E -mail: bdal a.tampabUxr.com Tree Inventory Harn and US 19 Clearwater, Florida " * CITY Or CLEAil'N ATER As required by the City of Clearwater, I have completed an assessment of all trees (4" dbh or greater) on the subject site. My opinion is set forth below as to the viability (rating of 0 -5) and any potential hazards of these trees. # / TREE DBH & SPECIES / RATING AND COMMENTS 1* 5 ",5 ",5 ",5" Weeping Bottlebrush 3 2* 8 ",8 ", 8" Avocado 3 3* 6 ",6 ",6" Citrus 3 4* 3" Live Oak 3, Crowded 5* 3" Winged Elm 3 6* 4 ",4 ",4 ",4" Mimosa 31 1 stem growing through fence 7 22" Sabal Palm 5 8* 4" Winged Elm 3 9* 10" Sabal Palm 3 10* 2" Winged Elm 3 11 4" Li ustrum 3 12* 12" Laurel Oak 3, Growing around 1" steel pipe 13* 12" Laurel Oak 3, Some deadwood 14* 6 ",6 ",6 ",6" Chinaberry 0, 90% dead 15* 3" Live Oak 3, Poor structure * = Off -site .10 • 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, ISA Certified Arborist, Certificate #FL -1235A Butler Design Group/ Golden Rain Nursery, Inc. ORS RAL RECOM FEB 0 4 2000 PLANUNG WARIPMENT CITY OC' CLV1`ZFA *AT €R "0"'! .0�