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FLS2006-03019
4 c' 4 Planning Department 100 South Myrtle Avenue Clilarwater Gearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 d SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION inaldi g 1) collated, 2) stapled and 3) folded sets of site plans Ir SUBMIT APPLICATION FEE; 7S? * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) ORIGINAL RECEIVED i9 FLEXIBLE STANDARD DEVELOPMENT APPLICATIONAR 2 9 2006 (Revised 04-05-05) wwi5'4,;, DEPARTMENT PLEASE TYPE OR PRINT CITY OF CLEARWATER A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: L51 4('z y 1151 17/4/z MAILING ADDRESS: GGE?? ZAA?? f PHONE NUMBER: / --? 7 FAX NUMBER: 0 CASE #: S DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: PROPERTY OWNER(S): (Must include ALL owners as listed on the deed - provide original signature(s) on page 6) AGENT NAME: z - A ?- / ' ?? ?IL- MAILING ADDRESS: zle-3 AMW&ZI14? i"-1 V-L z-710 d&'?'`l wG ?/ PHONE NUMBER: l ,-?J 7(43 1 ZL FAX NUMBER: 3k7 5. PROPOSED DEVELOPMENT INFORMATION: (Code Section/4-202.A) STREET ADDRESS of subject site: l Q r/ L ??? C?? ?? r( LEGAL DESCRIPTION: (if not listed here, please note location of this document in the submittal) PARCEL NUMBER - Z -9 Z- 012 - 00L?0 PARCEL SIZE: + ?GtGt^eS . (acres, square feet) PROPOSED USE(S), SIZE(S) AND VALUE OF PROJECT: (number of dwelling units, hotel rooms or square DESCRIPTION OF REQUEST(S): of nonresidential use) IVl LX,tS ?mg-- AGU- [(l?'( (i Page 1 of 6 - Flexible Standard Development Application 2005- City of Clearwater / CELL NUMBER: -7 1 2 3? 5 l C9A-- E-MAIL ADDRESS: / /(' 6I ! ?'l e CC.? 77 T!U I.f . l/•f 01 Attach sheets and be specific when identifying the request (include all requested code deviations; e.g. reduction In required number of parking spaces, specific use, etc.) DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT PJqfrg (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO (tf yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) LI SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY SIGN AFFIDA STING CVMERSHIP (see page 6) S C-19- ++U D D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) ? Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA- Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. A') I d,, lL-Lf D,Q Lr1 f, W N I be-, (ncS I diP. bu A td 1 ag MAR 2 9 2006 PLANNING DEPARTME CITY OF CLEARWATE 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. - I I I r - , I , 4. The proposed development is designed to minimize traffic congestion. ,t',PX„D? Q X M 1?t V-X, `ham ?0- +11A ?P i-f I A) I 5. The proposed development is consistent with the community character immediate vicinity of th rcel proposed for development. YeS UJ-(- &XC, 1 Q>r -t" cka" (0&- +k D (>SrG f) t' L.(.( (d (ItiQ ' 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. n c t fnoan-XsZz Cr( (.t ?. ? Plc, I Gte 4 bu A I'l cn Q t I Jr! 3 0A H 1 _I 3 6e 21 M '77-? S'5- -C1 -- X04 S/4T' f S&W J ,>f -5; Page 2 of 6 - Flexible Standard Development Application 2005- City of Clearwater 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildingR81'RU°c6ntly impair the value thereof. RECEIVED 0 • ? Provide complete responses to the applicable flexibility criteria for the specific land use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) - Explain how each criteria is achieved, in detail: / I S r np S S r C 1 V1 4-La. C?C_v PIOD Mew' 0( B.P &I-Wi6u' STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storrs Drainage Design Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve add! or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the i of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to requirement. ORIGINAL If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. RECEIVED ? At a minimum, the STORMWATER PLAN shall include the following: MAR 2 9 2006 - Existing topography extending 50 feet beyond all property lines; Proposed grading including finished floor elevations of all structures; PLANNING DEPART EN - All adjacent streets and municipal storm systems; - Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; CITY OF CLEARVJA ER _ A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. - Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SI "Y1VU) 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): 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. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) AND SEALED SURVEY (including legal description of property) - One original and 14 copies; SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, ng drip lines and indicating trees to be removed) - please design around the existing trees; ? LOCATION MAP OF THE PROPERTY; LJ BARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (le. Reduce number of spaces). Prior to e 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; Page 3 of 6 - Flexible Standard Development Application 2005- City of Clearwater 0 ? GRADING PLAN, as applicable; • ? PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ? COPY OF RECORDED PLAT, as applicable; G. ,SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4201A) SITE PLAN with the following information (not to exceed 24" x 36"): All dimensions; North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; Location map; Index sheet referencing individual sheets included in package; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; All existing and proposed points of access; All required sight triangles; 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); Location of all landscape material; Location of all onsite and offsite stormwater management facilities; Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. ? ITE DATA TABLE for existing, required, and proposed development, in written/tabular form: Land area in square feet and acres; _ Number of EXISTING dwelling units; _ Number of PROPOSED dwelling units; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; - Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; - Size and species of all landscape material; - Official records book and page numbers of all existing utility easement; _ Building and structure heights; ORIGINAL - Impermeable surface ratio (I.S.R.); and RECEIVED Floor area ratio (F.A.R.) for all nonresidential uses. MAR 2 9 2006 ? REDUCED SITE PLAN to scale (8 %X 11) and color rendering if possible; ? FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: PLANNING DEPARTMENT - One foot contours or spot elevations on site; CITY OF CLEARWATER 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; Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; Tree Inventory; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees. H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4.1102.A) Page 4 of 6 - Flexible Standard Development Application 2005- City of Clearwater • • ? LANDSCAPE PLAN: All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; _ Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Proposed and required parking spaces; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Plant schedule with a key (symbol or label) indicating the size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names; Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. ? REDUCED LANDSCAPE PLAN to scale (8 %X 11) (color rendering if possible); ? IRRIGATION PLAN (required for level two and three approval); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. ORIGINAL RECEIVED MAR 2 9 2006 PLANNING DEPARTMENT CITY OF CLF.ARWATER Page 5 of 6 - Flexible Standard Development Application 2005- City of Clearwater • • 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. ?' BUILDING ELEVATION DRAWNGS - all sides of all buildings including height dimensions, colors and materials; ? REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8 % X 11) (black and white and color rendering, if J. SIGNAGE: (Division 19. SIGNS I Section 3-1806) &/Ml EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, eta), indicate whether they will be removed or to remain. n b S t? ?1S ,e X.IS1- ? 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). ORIGINAL RECEIVED MAR 2 9 2006 PoFIClIMPACT STUDY: (Section 4-202.A.13 and 4-801.C) PLANNING DEPAR Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: CITY OF CLEARV • 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. W 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. L. SIGNATURE: I, the undersigned, acknowledge that all representations made in this described in this Signature of property owner or representative application are true and accurate to the best of my knowledge and tand p hotograph the property authorize City rT STATE OF FLORIDA, COUNTY OF PINELLAS Swot rt?7 subscribed befo a this day of 01111 2 to me and/or by who is personally known has produced -cZeM1 A 612r-'& -4 [& ISC as identification Notary public, ission expires: lljPU11? y DENISE D. MILES m? Notary Public. State of Florida my comm. expires Jan. 23, 2010 No. UD487375 AFFIDAVIT TO AUTHORIZE l%/ /gyp l?4 L-/1,111 i ??? i /` 11o ???" ?'2s (Names of all property owners on deed - please PRINT full names) 1. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): ORIGINAL 2. That this property constitutes the property for which a request for a: (describe request) RECEIVED 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; PLANNING DEPARTMEN( 3. That the undersigned (has/have) appointed and (does/do) appoint: CIN r)G C?C:.ARVJATER as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 6. That (Itwe), the undersigned authority, hereby certify that the foregoing is true and correct. Property Owner Property Owner Property COUNTY OF PINELLAS Property Owner STATE OF FLORIDA, Before me the undersigned, an obi r duly commissioned by the laws of the State of Florida, on day of this N.0f'CH e2 U' Op personally appeared who having been first duty sworn Deposes and says th h he fully understands the contents of the affidavit th he signed. ./1 My Commission Expires: R44 LNotary E D. MILES . State of Florida ires Jan. 23, 2010 D4 87375 5 Page 7 of 6 - Flexible Standard Development Application 2005- City of Clearwater WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) ? Provide complete responses to the applicable flexibility criteria for the specific Use as fisted 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 4-202 A.21) 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. ORIGINAL RECEIVED III? At a minimum, the STORMWATER PLAN shall include the following; ? Existing topography extending 50 feet beyond all property lines; JUN 0 5 2006 ? Proposed grading including finished floor elevations of all structures; ? All adjacent streets and municipal storm systems; PLANNING DEPARTMENT ? Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; CITE' OF CLEARWATER ? 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): 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) ? 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 frees; ? TREE INVENTORY; prepared by a'certified arborisr, of all trees 8° DBH or greater, reflecting size, canopy (drip lines) and condition of such trees;. ? LOCATION MAP OF THE PROPERTY; ? PAWONG DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ? GRADING PLAN, as applicable; ? PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ? COPY OF RECORDED PLAT, as applicable; C 1DocumerMs and SeltingskKen Roush\!Ay DocumentsUAPPLICAmONFIexStandDevel(FLS)03-28-2006.doc Page 3 of 7 E • E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Crit Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that im addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance (L " the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exeml to this requirement. ?Otv If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. t? 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 City manual. - Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ? Acknowledgement of stormwater plan requirements (Applicant must initial one of the following): f?, Stormwater plan as noted above is included lY\k? Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall b pro ided. 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) ? SIGNED AND SEALED SURVEY (including legal description of property) - One original and 14 copies; ? TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) - please design around the existing trees; ? LOCATION MAP OF THE PROPERTY; ? PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ? GRADING PLAN, as applicable; ? PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ? COPY OF RECORDED PLAT, as applicable; G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) ? SITE PLAN with the following information (not to exceed 24" x 36"): _ All dimensions; _ North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; Location map; Index sheet referencing individual sheets included in package; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; All existing and proposed points of access; _ All required sight triangles; _ Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Page 3 of 6 - Flexible Standard Development Application 2005-- City of Clearwater • ORIGINAL RECEIVED MAR 2 9 2006 PLANNING DEPARTMENT CRY OF CL'r0-WiMMEP FLS2006-03019 701 CLEVELAND ST Date Received: 03/29/2006 EAGLE FITNESS CENTER, INC. ZONING DISTRICT: D LAND USE: CBD ATLAS PAGE: 286B PLANNER OF RECORD: NOT ENTERED CLWCoverSheet S?C.pta? -mow 4 r Line Items: Case No 0 Check EAGLE FITNESS CENTER R_D 2742 In Person Payment Total: ORIGINAL RECEIVED MAR 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 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. 475.00 $475.00 cReceipt.rpt Receipt #: 1200600000000003345 Date: 03/30/2006 3/30/2006 10:32:41AM Tran Code Description Revenue Account No Amount Paid FLS2006-03019 03 Flex Std-Commercial 010-341262 475.00 Line Item Total: $475.00 Payments: Method Payer Initials Check No Confirm No How Received Amount Paid Page 1 of 1 i i JUN 15 I! 2009 , Lj u ® L1!my 1 111\C / r? ? ?vc?. 1 F.1 BCADf S/GN DETAIL SCALE: SPECIFICATIONS: ONE (iI DOUBLE FACE, ILLUMINATED BLADE SIGN MOUNTED TO ALUMINUM BRACKET. 7.63 SQUARE FEET. FRONT BU/LD/NG ELEVATION SCALE: NOT TO SCALE CITY CII:?? 3" DIA. ALUMINUM SUPPORT PIPE WELDED TO MOUNTING PLATE. FINISH TO BE BLACK. '4" CIA. ALUMINUM BALL. FINISH TO BE BLACK. -MOUNTING HARDWARE, TYPE TO BE DETERMINED. -1" SQUARE ALUMINUM TUBING MOUNTING BRACKETS WELDED TO CABINET AND TO PIPE. -CABINET TO HAVE ALUMINUM SIDES OVER INTERNAL ANGLE, ALL WELDED FRAME. FINISH TO BE BLACK. 1" ALUMINUM ANGLE FACE RETAINERS. FINISH, TO BE SPRAYED BLACK. -CABINET TO BE INTERNALLY ILLUMINATED WITH 800 M.A. HIGH OUTPUT FLUORESCENT LAMPS AND 120 VOLT H.O. BALLAST. POWER TO SIGN TO BE BY OTHERS. FACES TO BE FLAT WHITE PLASTIC WITH TRANS- LUCENT VINYL LOGO AND BLACK COPY APPLIED TO FIRST SURFACE. '12" HIGH X 8" WIDE X'''A" THICK ALUMINUM MOUNTING PLATE WELDED TO 3' DIA. SUPPORT. FINISH TO BE BLACK. ? ¦ ¦ WHITE ORACAL#8500 BLACK/ 403 LIGHT VIOLET PREMIUM TRANSLUCENT BLACK (PMS 527 CI VINYL ---------------------------- oo?000000 • ?Od ? 0 ?d0? VINYL LETTER DETAIL SCALE: 1 SPECIFICATIONS: TWO (2) SETS OF PREMIUM WHITE AND TRANSLUCENT VIOLET VINYL TO BE APPLIED TO SECOND SURFACE OF GLASS ENTRY DOORS. CENTER ON DOORS AND 5'-6.0/C _. - --= FROM FINISHED FLOOR. 701 CLEVELAND ST SGN2009-06009 SIGN ANYTIME FITNESS PUBLIC IMAGERY <-l..-fi- r ?. nuA m.aAlPlAC. 7704 C INDUSTRIAL LAN TAMPA, FLORIDA 1 33637 PH: (813) 985-9000 FAX: (813) 985-9006 www.publicimagery.com Client: ANYTIME FITNESS CLEVELAND ST. & EAST ST. CLEARWATER, FL. Date: MARCH 18, 2009 Drawing Number. 09-ANYTIME FITNESS-CLEARWATER-Ri Revislons: GATE: DESCRIPTTCM 05-21 CHANGE CABINET TO LAC 00-00 NA O-00 NA 00-00 A 00-00 NA 00-00 NA 00-00 NA OD-00 N 00-00 NA 00.00 A Sales Person: NICOLE Scale: AS NOTED Drawn by: N/A CLIENT/LANDLORD APPROVAL ?APPROVED O APPROVED AS NOTED O REVISE AND RESUBMIT BIBneture: TIN.: D.L.: THIS 16 AN ORIGINAL'OMWING PROVIDED AS PART OF A PUNNED PROJECT AND IS NOT TO BE EXIST . COPIED OR REPRODUCED WITHOUT THE WRITTEN PERMISSION OF PUBLIC IMAGERY OR IT'S AUTHORISED AGENTS. ALL RIGHTS RESERVED. PRIMARY ELECTRICAL POWER TO SIGN TO BE BY OTHERS. ALL POWER TO BE 120 VOLT UNLESS OTHERWISE STATED. ELECTRICAL TO UBE UL U. L. LISTED COMPONENTS Ift AND SHALL MEET ALL N.E.C. STANDARDS SIGN MUST BE GROUNDED IN COMPLIANCE WITH ARTICLE 600 OF THE NATIONAL ELECTRIC CODE. SHEET 101 o K4(;P' Kurleman, Scott From: Kurleman, Scott Sent: Wednesday, May 20, 2009 4:39 PM To: 'ricky allison' Subject: RE: Anytime Fitness-Clearwater Ricky, the blade sign border needs to be either black, the shade of green or the shade of beige that is on the front of the building and the side (what you look at facing the building) should be the same color. Also, the finish color on the 3" aluminum support should be black as there is no white on the building. The location at the corner is preferred. We just need to see that it is no closer than 5 feet from the curb line or shoulder of the roadway. The awning is OK. Any of the 3 proposed copy choices is OK. Thank You. A. Scott Kurleman Planner III, ISA Arborist City of Clearwater 100 S. Myrtle Avenue Clearwater, FL 33756 scott.kurleman(@mvclearwater.com Apy F rn e F' fi-at p 727-562-4553 f 727-562-4865 -----Original Message----- From: ricky allison [mailto:r_allison79@yahoo.com] Sent: Wednesday, May 20, 2009 1:03 PM To: Meghan Delaney; Kurleman, Scott Subject: Fw: Anytime Fitness-Clearwater Here is the modified exterior sign. Ricky --- On Wed, 5/20/09, Nicole Brownlee <iiicole.prihlicimgeerl, dd iihox.coni> wrote: From: Nicole Brownlee <nicoIe.publicimageryLd<Jnbox.com> Subject: Anytime Fitness-Clearwater To: r allison79Li?yahoo.com Date: Wednesday, May 20, 2009, 10:29 AM Here is the one with the guy in the middle on page 5... Talk to you soon! Nicole 727-647-0145 FREE 3D MARINE AQUARIUM SCREENSAVER - Watch dolphins, sharks & orcas on your desktop! Check it out at http://www.iiibox.com!mai-iiieaquariuul 3' DIA. ALUMINUM SUPPORT PIPE WELDED TO MOUNTING PLATE. FINISH TO BE WHITE. 4' CIA. ALUMINUM BALL. FINISH TO BE WHITE. A& ff ARM L11V T 1 IIV\C BLADE / N DETAIL SCALE: 1"=1'-0" SPECIFICATIONS: ONE (1) DOUBLE FACE, ILLUMINATED BLADE SIGN MOUNTED TO ALUMINUM BRACKET. 7.63 SQUARE FEET. 1' SQUARE ALUMINUM TUBING MOUNTING 'EE BRACKETS WELDED TO CABINET AND TO PIPE. CABINET TO HAVE ALUMINUM SIDES OVER INTERNAL ANGLE, ALL WELDED FRAME. FINISH TO BE WHITE. 1* ALUMINUM ANGLE FACE RETAINERS. FINISH TO BE SPRAYED PMS 527C. =."ABINET TO BE INTERNALLY ILLUMINATED WITH 800 M.A. HIGH OUTPUT FLUORESCENT LAMPS AND 120 VOLT H.O. BALLAST. POWER TO SIGN TO BE BY OTHERS. -FACES TO BE FLAT WHITE PLASTIC WITH TRANS- LUCENT VINYL LOGO AND BLACK COPY APPUED TO FIRST SURFACE. O O MOUNTING HARDWARE, TYPE TO BE DETERMINED. O? O I HIGH X B" WIDE X L THICK ALUMINUM MOUNTING PLATE WELDED TO 3" OIA. SUPPORT. FINISH TO BE WHITE. ' U B L I C I NIAGERY k.,,I e 7704 C INDUSTRIAL LANE TAMPA, FLORIDA 33637 PH:(813)985.9000 FAX: (813) 985-9006 www.publicimagery.com Client: ANYTIME FITNESS CLEVELAND ST. 8 EAST ST. CLEARWATER, FL. Date: MARCH 18, 2009 Drawing Number: Revisions: DATE DESCRIP17CAY: A ¦ ¦ 00-00 NA 00-00 AA WHITE ORACAL #8500 PREMIUM 403 LIGHT VIOLET BLACK 00-00 HA TRANSLUCENT VINYL IPMS 527 C) 11 OD-W A N NA 00-00 A 00-00 A Sales Person: NICOLE Scale: AS NOTED Drawn by: N/A CLIENTILANDLORD APPROVAL 25* ? REVISE AND RESUBMIT Signelure • OO O[?O? O . . TH. Ll Ll LI Ll ll???• THIS IS AN ORIOINM DRAWING PROVIDED AS PART OF A PUNNED PROJECT AND IS NOT 4 V/NYL LETTER DETAIL TO BE UNWITED, COPIED OR REPROO ICED SCALE: 1"=1'-0' WITHOUT THE WRITTEN PERMISSION OF PUBLIC IMAGERY OR IT'S AUTHORIZED SPECIFICATIONS: AGENTS. Au RIGHTS RESERWO TWO (2) SETS OF PREMIUM WHITE AND TRANSLUCENT VIOLET VINYL TO BE APPLIED TO SECOND SURFACE OF PRIMARY ELECTRICAL POWER TO SIGN TO BE BY OTHERS. ALL POWER TO BE GLASS ENTRY DOORS. CENTER ON DOORS AND 5'-6" O/C 120 VOLT UNLESS OTHERWISE STATED. FROM FINISHED FLOOR. 1 u ELECTRICAL TO USE L LISTED COMPONENTS ? 4B AND SHALL MEET ALL N.LL STANDARDS 3 FRONTBU/LD/N ELEVATION SCALE: NOT TO SCALE SHEET 101 L11m Y 1 IIV\C J? ¦ ? r???VC» 0B AO / N DET / 0 ¦ J? J? J? SCALE: 1"=1'-0' SPECIFICATIONS: ONE (1) DOUBLE FACE, ILLUMINATED BLADE SIGN MOUNTED TO ALUMINUM BRACKET. 7.63 SQUARE FEET, 3' DIA. ALUMINUM SUPPORT PIPE WELDED TO MOUNTING PLATE. FINISH TO BE WHITE. 4' DIA. ALUMINUM BALL. FINISH TO BE WHITE. I' SQUARE ALUMINUM TUBING MOUNTING BRACKETS WELDED TO CABINET AND TO PIPE. CABINET TO HAVE ALUMINUM SIDES OVER INTERNAL ANGLE, ALL WELDED FRAME. FINISH TO BE WHITE. 1' ALUMINUM ANGLE FACE RETAINERS FINISH TO BE SPRAYED PMS 527C. CABINET TO BE INTERNALLY ILLUMINATED WITH 800 M.A. HIGH OUTPUT FLUORESCENT LAMPS AND 120 VOLT H.O. BALLAST. POWER TO SIGN TO BE BY OTHERS. FACES TO BE FLAT WHITE PLASTIC WITH TRANS- LUCENT VINYL LOGO AND BLACK COPY APPUED TO FIRST SURFACE. i..1 MOUNTING HARDWARE, TYPE TO BE DETERMINED. '12' HIGH X 8" WIDE X'A" THICK ALUMINUM MOUNTING PLATE WELDED TO 3' DIA. SUPPORT. FINISH TO BE WHITE. P U B L I C IMAGERY ... deHH 7704 C INDUSTRIAL LANE TAMPA, FLORIDA 33637 PH: (813) 985-9000 FAX: (813) 985-9006 www.publicimagery.com Client: ANYTIME FITNESS CLEVELAND ST 8 EAST ST. CLEARWATER, FL Dale: MARCH 18, 2009 Drawing Number: Revisions: DATE: DESCRIPTION: n 00-00 ¦ ¦ 00-00 P 00-00 NA WHITE ORACAL #8500 403 TIGHT VIOLET PREMIUM BLACK 00-00 NA TRANSLUCENT VINYL 00-00 A IPMS 527 C) DO-00 NA DO-DO A 00-00 NA 00-00 A 00-00 NA Sales Person: NICOLE Scale: AS NOTED Drawn by: N/A ?APPROVEO AS NOTED ?REVISE AND RESUBMIT : • D ? CTO OC?Dt] ? D S?R?reture nne ? E????EORC`?EOJ1 ??1??p?rQ??[ld?? LI ll LI LJVI???a Da,e wY -' T S 1E AN OR161ML DRAWING PROVIDED AS PART OF A PUNNED PROJECT AND 15 NOT 4 VINYL LETTER DETAIL TO BE EXHIBITED, COPIED OR REPRODUCED SCALE: 7=1'-0" WITHOUT THE WRITTEN PERMISSION Of AUTHORIZED N SPECIFICATIONS: LLPGMTSREEERVED AGENTS A TWO (2) SETS OF PREMIUM WHITE AND TRANSLUCENT VIOLET VINYL TO BE APPLIED TO SECOND SURFACE OF PRIMARY ELECTRICAL POWER TO SIGN TO BE BY OTHERS. ALL POWER TO BE GLASS ENTRY DOORS. CENTER ON DOORS AND 5-6" O/C 1201JOLT UNLESS OTHERWISE STATED. FROM FINISHED FLOOR. ELECTRICAL TO USE UL ED COMPONEW U AND D S HA lLl MEET MEET ALL ? X STANDARDS ED W tO WITH SIGN MUST BE OR.... ARTICLE 600 OF TXF NATIONAL ELECT EIELTRJC It [DOE. SHEET 102 B FRONT BUIL DINGELEVAT/ON SCALE: NOT TO SCALE o? v v b 5'-4 Y' 3 A NlN T ION SEC SCALE: 3!R'=1'-0' P U B L I C !.%I AGE RY Io Aunela.cX O AWN/N DETAIL 2 AWN/N DETA/L SCALE: 3,R'==7'-0' SCALE: 3/R'=7'-0' SPECIFICATIONS: ONE (1) ENCLOSED ENDED ILLUMINATED AWNING. FRAME TO BE ALL WELDED 1- X.125- WALL ALUMINUM TUBING. WHITE EGG CRATE ON BOTTOM. FRAME TO BE PAINTED PMS 468 C BEIGE. WHITE AWNING MATERIAL 3M #3630-149 BEIGE TRANSLUCENT VINYL APPLIED TO FIRST SURFACE. COPY TO BE PREMIUM BLACK VINYL. 800 M.A. HIGH OUTPUT FLUORESCENT LIGHTS AND BALLAST WITHIN AWNINGS. C ¦ PMS 468 C PREMIUM 3M VINYL BLACK #3630-149 VINYL BEIGE _ ' LK€i11 1f A 1 Tvv- 1IT-S1 I i RFAR BULL DIN G FL FVA TION SCALE: NOT TO SCALE BOTTOM MOUNTING TYPICAL AWN/RIG FABRICATION TYP/CAL 5 SCALE. NOT TO SCALE 6 SCALE: NOT TO SCALE LJ LJ LJ ????? T T / SCALE: ==1'-0' SPECIFICATIONS: ONE (1) SET OF PREMIUM WHITE AND TRANSLUCENT VIOLET VINYL TO BE APPLIED TO SECOND SURFACE OF GLASS ENTRY DOOR. CENTER ON DOOR AND 5-6.O/C FROM FINISHED FLOOR. 7704 C INDUSTRIAL LANE TAMPA, FLORIDA 33637 PH: (813) 985-9000 FAX: (813) 985-9006 www.publicimagery.com Client: ANYTIME FITNESS CLEVELAND ST. 8 EAST ST. CLEARWATER, FL.. Date: MARCH 18, 2009 Drawing Number: 09-ANYTIME FITNESS- CLEARWATER Revisions: DATE: DESCRIPTION: 00-00 NA N 00-00 NA 00-00 NA NA 00-00 NA 00-00 NA F1 DO-00 NA 00-00 NA 00-00 A Sales Person: NICOLE Scale: AS NOTED Drawn by: N/A ?APPROVED AS NOTED ? REVISE AND RESUBMIT S.B -. T'U. DXte LNIS IS AN OAUNUNAL MINING PROVIDED AS PMT OF A PUNNED PROJECT AND 15 NOT TO BE EXHIBITED, COPIED OR REPRODUCED WITNDUT IN[ WMTTEN PERMISSION Of PUBLIC IMAGERY OR IT'S AUTNO RILED AGENTS. All RIGHTS RESERVED. PRIMARY ELECTRICAL POWER TO SIGN TO BE BY OTHERS. ALL POWER TO BE 120 VOLT UNLESS OTHERWISE STATED. FL I t0 USE UL U A LI TID COMPONENT AND SHALL MEET ALL LL N EX STANDARDS SIGN MUST BE GROUNDED IN COMPLIANCE WITH ARTICLE BBD OF THE NAnOXAI ELECTRIC LODE. SHEET 103 4 TOP MOUNTING DETA/L LTYP/CALL SCALE'. NOT TO SCALE MOUNT CLIPS TO WALL, REST TOP OF AWNING FRAME ONTO CLIP, THEN SECURE AWNING TO CLIPS WITH SCREWS. 5'-4 Y' o c FLUORESCENT o LAMPS UP AND DOWN 0 -*N2WjYTir%F%E- F-11 II NESS. 10 AWNING DETAIL AWNIN DETAIL SCAL E.3i tl'2 SCALE: 3/R'=1'-0• SPECIFICATIONS: ONE (1) ENCLOSED ENDED ILLUMINATED AWNING. FRAME TO BE ALL WELDED 1" X.125` WALL ALUMINUM TUBING. WHITE EGG CRATE ON BOTTOM. FRAME TO BE PAINTED PMS 468 C BEIGE. WHITE AWNING MATERIAL 3M #3630-149 BEIGE TRANSLUCENT VINYL APPLIED TO FIRST SURFACE. COPY TO BE PREMIUM BLACK VINYL. LOGO TO BE VIOLET VINYL, 800 M.A. HIGH OUTPUT FLUORESCENT LIGHTS AND BALLAST WITHIN AWNINGS. ? ¦ ¦ PMS 468 C PREMIUM ORACAL #8500 3M VINYL BLACK 403 LIGHT VIOLET #3530149 VINYL TRANSLUCENT BEIGE P • )c 3 AWN/NC / SCALE: R RB /L IN ELEVArl N SCALE: NOTTO SCALE BOTTOM MOUNTING TYPICAL AWNIN FABRICATION TYP/ AL 5 SCALE: NOT TO SCALE 6 SCALE: NOT TO SCALE • ULJ \J LI 0 7 VINYL TT T / SCALE: 1'=1'-0' SPECIFICATIONS: ONE (1( SET OF PREMIUM WHITE AND TRANSLUCENT VIOLET VINYL TO BE APPLIED TO SECOND SURFACE OF GLASS ENTRY DOOR. CENTER ON DOOR AND 5'-6'0/C FROM FINISHED FLOOR. 0 PUBLIC I'IAGERY w.,,.,,A<IdATe 7704 C INDUSTRIAL LANE TAMPA, FLORIDA 33637 PH: (813) 985-9000 FAX: (813) 985-9006 www.publicimagery-com Client. ANYTIME FITNESS CLEVELAND ST. & EAST ST. CLEARWATER, FL. Date: MARCH 18, 2009 Drawing Number., 09-ANY'nME FITNESS- CLEARWATER Revisions: DATE: DESCRIPTION: 00-00 NA NA 00,00 NA 00-00 NA M 00-00 A 13 00-00 A 000-00 NA 00-00 NA Sales Person: NICOLE Scale: AS NOTED Drawn by: N/A CAPPROVED AS NOTED E3 REVISE AND RESUBMIT S'q-t re. nxv. THIS 13 AN ORIGUML DRAWING PROVIDED AS PART OF A PUNNED PROJECT AND IS 40 TO BE EAHIBREO. COPIED OR REPRODUCED WITHOUT THE WRITTEN PERMISSION OF PUBLIC IMAGERY OR IT'S AUTHORIZED AGENTS. ALL MGM RESERVED. PRIMARY ELECTRICAL POWER TO SIGN TO BE BY OTHERS. ALL POWER TO BE 120 VOLT UNLESS OTHERWISE STATED. ELECTRICAL TO USE M N UL U. S L. SHALL MEET ALL T ALL AND NE C STANDARDS SIGN MOST ARTICLE BE GROUNDED W COMPLIANCE WIFE ARTICLE LE ISO OF f nl NATIONAL ELECTRIC IC CODE SHEET 104 4 TOP MOUNTING DETAIL (TYPICAL) SCALE: NOT TO SCALE MOUNT CLIPS TO WALL, REST TOP OF AWNING FRAME ONTO CLIP, THEN SECURE AWNING TO CLIPS WITH SCREWS. v 0 REARB 11D1N ELEVAT/ N SCALE: NOT TO SCALE 4 TOP MOUNTING DETA/L (TYPlCALJ SCALE: NOT TO SCALE MOUNT CLIPS TO WALL. REST TOP OF AWNING FRAME ONTO CLIP, THEN SECURE AWNING TO CLIPS WITH SCREWS. BOTTOM MOUNTING (TYPICAL) AWN/N FABRI ATION TYP/CAL 5 SCALE 7 NOT TO SCALE 6 SCALE: NOT TO SCALE IU V LEIT??ET?1?pp?O ®U UE?] Vl SCALE: 1"=1 SPECIFICATIONS: ONE (1) SET OF PREMIUM WHITE AND TRANSLUCENT VIOLET VINYL TO BE APPLIED TO SECOND SURFACE OF GLASS ENTRY DOOR. CENTER ON DOOR AND 5'-6"0/C FROM FINISHED FLOOR. i.%4AGERY a marA¢Igz<e 7704 C INDUSTRIAL LANE TAMPA, FLORIDA 33637 PH: (813) 985-9000 FAX: (813) 985-9006 www,publicitnagery.com Client: ANYTIME FITNESS CLEVELAND ST. & EAST ST. CLEARWATER, FL Date: MARCH 18, 2009 Drawing Number: 09-ANYTIME FITNESS- CLEARWATER Revisions: DATE: DESCRIPTION: 00-00 NA 00-00 NA 00-00 'A 00-00 RA OO-W NA 00.00 N 00-00 NA 00-00 NA NA Sales Person: NICOLE Scale: AS NOTED Drawn by: N/A CLIENT/LANDLORD APPROVAL CA ROVED CAPPROVED AS NOTED C REVISE AND RESUBMIT Dale THIS IS AN ORIGINAL DRAPPEM PROVIDE) WITHOUT THE WRITTEN PERMISSION OF PUBLIC IMAGERY OR IT'S AUTHORISED AGENTS. ALLRIGHSSUSERVEO. PRIMARY ELECTRICAL POWER TO SIGN TO BE BY OTHERS. ALL POWER TO BE 120 VOLT UNLESS OTHERWISE STATED. ELECTRICAL TO USE 1 U.L. LISTED COMPONENTS UE AND SHALL MEET ALL NEC STANDARDS SIGN MUST BE GROUNDED IN COMPLIANCE WITH ARTICLE SOO OF TIE NATIONAL ELECTRIC CODE. SHEET 104 5'-4 Va" LAMPS UP AND DOWN AWN/NG 06A 11 AWN/N DETA/L SCALE: 3/8'=1'-0' Z SCALE: 3/8'=1'-(Y SPECIFICATIONS: ONE (1) ENCLOSED ENDED ILLUMINATED AWNING. FRAME TO BE ALL WELDED 1" X.125' WALL ALUMINUM TUBING. WHITE EGG CRATE ON BOTTOM. FRAME TO BE PAINTED PMS 468 C BEIGE. WHITE AWNING MATERIAL 3M #3630-149 BEIGE TRANSLUCENT VINYL APPLIED TO FIRST SURFACE. COPY TO BE PREMIUM BLACK VINYL. LOGO TO BE VIOLET VINYL. 800 M.A. HIGH OUTPUT FLUORESCENT LIGHTS AND BALLAST WITHIN AWNINGS. ? ¦ ¦ PINES 468 C PREMIUM ORACAL #8500 3M VINYL BLACK 403 LIGHT VIOLET #3630-149 VINYL TRANSLUCENT BEIGE 3 AWNING l E SECT ION SCALE: 3/8"=1b' v 0 0 E & L SUPPORT SERVICES, INC. 521 Chestnut Street Clearwater FL 33756 Phone (727) 466-6772 Fax (727) 466-6882 email k a w ? .?cr: FL Certificate of Authorization 7983 June 2, 2006 Mr. Scott Kurleman City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756-5520 Subject: Transmittal of Additional Information From DRC Comments Eagle Fitness Center 701 Cleveland Street E & L Project No. 06-18 Dear Mr. Kurleman: Included with this letter are the following: 5 Each Site/Civil Plan Sheet C1.1 (Latest Revision May 4, 2006), 2 Each Drainage Calculation Summary, 2 Each StorEnwater Narrative, 2 Each Section E of Flexible Standard Application, 2 Each SWFWMD Permit Inquiry Information. We've also provided the additional site/civil information requested in the DRC comments of May 4th. Each comment is addressed below. Landscaping: 1. Screen parking lot. Perimeter hedges have been added to Sheet C1.1 (Latest Revision May 4, 2006) to screen the parking lot along East Avenue and Park Street. Stormwater: Prior to issuance of a building permit: 1) Provide a copy of the approved SWFWMD permit or letter of exemption. We discussed this issue with Bob Maran, and with Richard Alt at SWFWMD. The area of the proposed paved parking area is less than the existing asphalt and gravel parking area, thus resulting in less proposed runoff than the existing conditions. The drainage calculation is included with this letter. Based on this reduction, Mr. Alt has asked for a Permit Inquiry Checklist, which will be used as the basis for a Letter of Exemption. We ask you and Mr. Maran to agree to allow the building permit to be issued with our assurance that the Letter of Exemption will be provided before the C.O. is issued. Eagle Fitness Center 701 Cleveland Street DRC Comments Page 2. 2) Address the requirements of Section E of the DRC application. This site will qualify for stormwater retrofit which provided '/ credit for any impervious surface removed. As this site is small and not in a flood prone area, it would qualify for payment in-lieu-of onsite retention for stormwater attenuation providing water quality retention requirements are met. We've completed Section E of the application. A stormwater narrative is provided with this letter along with the drainage calculations supporting no stormwater plan. The gravel removed was allowed '/ credit in the stormwater calculations. The reduction in impervious area results in a net decrease in runoff from the site. Therefore, no payment in-lieu-of is required for onsite stormwater retention. Solid Waste: How will solid waste be handled? As discussed at the DRC, there is an existing concrete pad next to the building that will be used for the black barrels plus recycling containers. These containers can be wheeled to the street for pick up. New hedges were also added to screen the pad and the containers. Traffic Engineering: 1. Disabled parking space shall be 12' wide. Include a City standard detail of handicap parking stall and sign (Clearwater City Standards Part C, Section 100, Index #118). The disabled parking space has been dimensioned and the city detail has been added to the site plan. 2. Include a stop sign with stop bar in accordance with MUTCD requirement. The stop sign and stop bar have been added to the site plan. General Note(s): 1. Comply with current Transportation Impact Fee Ordinance and fees. The owner will agree to the impact fees. 2. , DRC review is a prerequisite for Building Permit review; additional comments may be forthcoming upon submittal of a Building Permit Application. • 0 Eagle Fitness Center 701 Cleveland Street DRC Comments Page 3. We acknowledge that additional comments may be forthcoming. Planning: 1. Where is the parking and how many? Provide parking data: This data is provided in the Site Data Table on the site plan.. 2. Per Section I, scaled color elevations of all sides are required. The elevations were furnished by the applicant. 3. Per Section F, need signed and sealed survey, tree survey, and parking demand study. The signed survey was provided, no trees are on the site except one 13" palm to remain, and the parking demand study was added to the site plan. It provides data related to shared parking within 1000' of the site. 4. Provide paint color. The applicant is providing the paint color.. 5. Parking must be screened. Screening hedges have been added along the ROW of East and Park. 6. Provide proposed signage details. Signage details will be provided by the applicant. Thank you again for your attention to this matter. Since ely, E SUPPORT E ES, INC. enneth H. Rous , P.E. FL License No. 33366 KH R: az • 0 E & L SUPPORT SERVICES. INC. 521 Chestnut Street Clearwater FL 33756 Phone (727) 466-6772 Fax (727) 466-6882 email kencrete@aol.com FL Certificate of Authorization 7983 April 10, 2006 Mr. Scott Kurleman City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Reference: FLS2006-03019 - 701 Cleveland Street Subject: Transmittal of Additional Information Dear Mr. Kurleman: Thank you for meeting with us on Friday. We've taken on the site/civil requirements for this project and accordingly are providing the related additional information requested in your Letter of Incompleteness of March 31, 2006. . Based on our Friday discussions, the following documents are included with this transmittal: 1 Each Signed and Sealed Survey 14 Each Copies of the Survey 15 Each Site Plan, Site Data Table, Tree Survey It is our understanding that the other requested information has been provided, namely: 1. Section E Stormwater was initialed. 4. Section I Scaled Color elevations of all sides have been provided. Our discussions with you on Friday concerning number 2 (parking demand study) and number 5 (where is the parking and how many) centered around utilizing the flexibility criteria within the downtown district (modes of transportation other than automobile, walking, biking, shared parking) to reduce and satisfy the parking requirements for this project. n z Thank you for your attention to this matter and your willingness to help. 0- O ?,,.. -M M 00 y_vfH m S* •+as •7 o ReT I INC. D N wa C" ;a z .`" ,rineQbbt? ° Ro s , • . f' ens No. 3336; KHR:az Lk-) Lk)/A?yl (,Q i i E & L SUPPORT SERVICES, INC. 521 Chestnut Street Clearwater FL 33756 Phone (727) 466-6772 Fax (727) 466-6882 email FL Certificate of Authorization 7983 June 2, 2006 Mr. Scott Kurleman U1 JUN Q 2 2006 City of Clearwater Planning Department 100 South Myrtle Avenue C of ?: panEtit sEQVICI Clearwater, Florida 33756-5520 C?TV of CLEAAWAl Subject: Transmittal of Additional Information From DRC Comments Eagle Fitness Center 701 Cleveland Street E & L Project No. 06-18 Dear Mr. Kurleman: ORIGINAL Included with this letter are the following: RECEIVED R fr PY 5 Each Site/Civil Plan Sheet CIA (Latest Revision May 4, 2006), JUN 0 5 2006 2 Each Drainage Calculation Summary, 2 Each Stormwater Narrative, PLANNING DEPARTMENT 2 Each Section E of Fledble Standard Application, 2 Each SWFWMD Permit Inquiry Information. CITY OF CLEARVJATER We've also provided the additional site/civil information requested in the r DRC comments of May 4th. Each comment is addressed below. Landscaping: 1. Screen parking lot. Perimeter hedges have been added to Sheet C1.1 (Latest Revision May 4, 2006) to screen the parking lot along East Avenue and Park Street. Stormwater: 1. Prior to issuance of a building permit: 1) Provide a copy of the approved SWFWMD permit or letter of exemption. We discussed this issue with Bob Maran, and with Richard Alt at SWFWMD. The area of the proposed paved parking area is less than the existing asphalt and gravel parking area, thus resulting in less proposed runoff than the existing conditions. The drainage calculation is included with this letter. Based on this reduction, Mr. Alt has asked for a Permit Inquiry Checklist,, which will be used as the basis for a Letter of Exemption. We ask you and Mr. Maran to agree to allow the building permit to be issued with our assurance that the Letter of Exemption will be provided before the C.O. is issued. • ORIGINAL RECEIVED JUN 0 5 2006 Eagle Fitness Center PLANNING DEPARTMENT 701 Cleveland Street CITY OF CLEARWATER DRC Comments Page 2. 2) Address the requirements of Section E of the DRC application. This site will qualify for stormwater retrofit which provided 1/ credit for any impervious surface removed. As this site is small and not in a flood prone area, it would qualify for payment in-lieu-of onsite retention for stormwater attenuation providing water quality retention requirements are met. We've completed Section E of the application. A stormwater narrative is provided with this letter along with the drainage calculations supporting no stormwater plan. The gravel removed was allowed '/2 credit in the stormwater calculations. The reduction in impervious area results in a net decrease in runoff from the site. Therefore, no payment in-lieu-of is required for onsite stormwater retention. Solid Waste: 1. How will solid waste be handled? As discussed at the DRC, there is an existing concrete pad next to the building that will be used for the black barrels plus recycling containers. These containers can be wheeled to the street for pick up. New hedges were also added to screen the pad and the containers. Traffic Engineering: 1. Disabled parking space shall be 12' wide. Include a City standard detail of handicap parking stall and sign (Clearwater City Standards Part C, Section 100, Index #118). The disabled parking space has been dimensioned and the city detail has been added to the site plan. 2. Include a stop sign with stop bar in accordance with MUTCD requirement. The stop sign and stop bar have been added to the site plan. General Note(s): 1. Comply with current Transportation Impact Fee Ordinance and fees. The owner will agree to the impact fees. 2. DRC review is a prerequisite for Building Permit review; additional comments may be forthcoming upon submittal of a Building Permit Application. ORIGINAL RECEIVED Eagle Fitness Center JUN 0 5 2006 701 Cleveland Street DRC Comments PLANNING DEPARTMENT Page 3. CITY OF CLEARWATER We acknowledge that additional comments may be forthcoming. Planning: 1. Where is the parking and how many? Provide parking data. This data is provided in the Site Data Table on the site plan. 2. Per Section I, scaled color elevations of all sides are required. The elevations were furnished by the applicant. 3. Per Section F, need signed and sealed survey, tree survey, and parking demand study. The signed survey was provided, no trees are on the site except one 13" palm to remain, and the parking demand study was added to the site plan. It provides data related to shared parking within 1000' of the site. 4. Provide paint color. The applicant is providing the paint color.. 5. Parking must be screened. Screening hedges have been added along the ROW of East and Park. 6. Provide proposed signage details. Signage details will be provided by the applicant. Thank you again for your attention to this matter. Sincer y, Aenneth UPPORTS S, INC. H. Roush, P.E. FL License No. 33366 KH R: az i i ORIGINAL RECEIVED JLN 0 5 2006 EAGLE FITNESS CENTER PLANNING DEPARTMENT CITY OF CLEARWATER STORMWATER NARRATIVE MAY 2006 This proposed site/civil construction activity is based on the remodeling of the interior spaces to facilitate its use by Eagle Fitness Center. The building has been vacant for some time. The existing parking consists of deteriorated asphalt and compacted gravel. Stormwater runoff flows generally to the west and south to the curbline of Park Street. It is proposed to remove the deteriorated asphalt and gravel and construct new asphalt paving to accommodate parking for 12 cars, including 1 handicapped space. After reconfiguring the parking area by removing and replacing the asphalt and compacted gravel, more green space is realized. An increase in green space of 162% over the existing green space is achieved. ORIGINAL EAGLE FITNESS CENTER RECEIVED STORMWATER MANAGEMENT FACILITY JUN 0 5 2066 CALCULATION SUMMARY May.2006 PLANNING DEPARTMENT CITY OF CLEARWATER EXISTING CONDITIONS: Building 7,593 s.f. X Asphalt 5,020 s.f. X Gravel 2,008 s.f. X Pervious: 1,092 s.f. X 15,713 Cpre = 0.950 = 7,213.4 0.950 = 4,769.0 0.475 953.8 0.200 = 218.4 13,154.6 0.840. Assign Tc=1 Hour Area= 15,713 s.f. 0.36 Acres. Qpre: 1.1 c.f.s. Qpre=0.84 x 3.7in/h x 0.36Ac=1.1 c.f.s. (25 year, 1 hour event for City) PROPOSED CONDITIONS Imperv'rou: Building 7,593 s.f. X 0.95 = 7,213.4 Asphalt .5,256 s.-f. X 0.95 = 4,993.2 Pervious 2,864 s.f. X 0.20 = 572.8 15,713 12,779.4 Cpost = 0.810 Volume Required for 25 year, 1 hour storm (City): Volume = (0.81-0.84) x 3.7 x 0.36 x 3,600 = TOTAL -VOLUME REQUIRED: -224 c.f. 0 c:f. AS 1 f f f .- \a • ?dC.lEtt'' ?' EAGLE FITNESS CENTER STORMWATER MANAGEMENT FACILITY CALCULATION SUMMARY May 2006 Revised June 22, 2006 EXISTING CONDITIONS: Building 7,593 s.f. Gravel 7,028 s.f. Pervious: 1,092 s.f. 15,713 Cpre Assign Tc=1 Hour x 0.950 = 7,213.4 X 0.475 3,338.3 X 0.200 = 218.4 10,770.1 = 0.690 Area= 15,713 s.f. 0.36 Acres. Qpre: 0.92 c.f.s. Qpre=0.84 x 3.7in/h x 0.36Ac=0.92 c.f.s. (25 year, 1 hour event for City) PROPOSED CONDITIONS Impervious Building Asphalt Pervious 7,593 s.f. 2,562 s.f. 5,558 s.f. 15,713 Cpest x 0.95 = X 0.95 = X 0.20 = 0.680 Volume Required for 25 year, 1 hour storm (City): Volume = (0.68-0.69) x 3.7 x 0.36 x 3,600 = TOTAL VOLUME REQUIRED: ORIGINAL RECEIVED JUN 2 3 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 7,213.4 2,433.9 1,111.6 10,758.9 ,ti{It!!El11 -48 c'b JUN r w sp 'k ? • • l? i Y PERMIT INQUIRY CHECKLIST +1 2. 3. Land Owner(s) Contact Person's Name: -Uri Minkoff Company Name: _Yehuda, LP_ Address: Agent (If Different from Land Owner) Contact Person's Name: -Kenneth H. Roush, P.E.. Company Name: E & L Support Services, Inc.. Address: 403 Edgewood Avenue Clearwater 33754 521 Chestnut Street Clearwater 33756 Phone#: Phone#: 7271466-6772 Project Name: Eagle Fitness Center County: Pinellas Please label the following items in square feet: Existing Conditions: Building, Sidewalk, etc.:_7,593 sq. ft. Vehicular Use: 7,028 sq. ft. Grass, Pervious Area:-1,092 sq. ft. Total Lot Area: 15,713 sq. ft. Sec/ Twp/Rge:_16/29S/15E INAL RECEIVED JUN 0 5 2006 Proposed Conditions: PLANNING DEPARTMENT CITY OF CLEARWATER Building, Sidewalk, etc.: 7,593 sq. ft. Vehicular Use: 5,256 sq. ft. Grass, Pervious Area.: 2,864 sq. ft. Total Lot Area: 15,713 sq. ft. • Submit a brief narrative describing the proposed construction activity, project, etc. Enclosed. • Submit a location map. See Sheet CIA Enclosed. • Submit a recent aerial photograph with the project area (proposed construction area), wetland areas, and total land area (total land area of ownership) delineated. See Sheet C1.1 Enclosed. • Submit two sets of detailed construction drawings to clearly illustrate the extent and dimensions of the proposed construction activities project area, etc. Enclosed. . • Are there any wetlands in or adjacent to the project area? If so, please contact Alberto Martinez, Environmental Scientist Manager, at (813) 985-7481, .extension 2007, to discuss your project. None. • Other useful documentation to expedite your permit inquiry review includes the Natural Resources Conservation Service. (NRCS) soil survey and the Flood Insurance Rate Map (FEMA) with the project boundary delineated on each. Enclosed. • Please mail to: Richard M. Alt, P.E. Southwest Florida Water Management District 7601 Highway 301 North Tampa, FL 33637-6759 (813) 985-7481 Extension 2045 H IIF I? ?rll I? ?Ir I L N r " k I I F ?I II I ° I h pAi q I I I I NI II 1 ',. I I I ' k 1 ? II r l I I , I r I A I l II FL II J k°Ih ?? I I I I I l ' ? rk ^I IL?hkl IIF upl III ?I I I ' I?II?IIy I:II ICI ?o,II Ir?lr I IIJ ' h hti A ? ' I I I`I r Ir I r I rri i?Iq? "? ?IIri r? I11 LUr P r I I? I I ?I ? '? r x II I I u VIII I II I? I" llI f all dA I ti Y Y ? e to " . ? 1 y d ICI L r ' ? I ? L I I II ' {?' I p L i III IJ I I I I '? I , rl I I ` i w . P I I I ?`'.alh f ? , ? , ? Ir'' 1 J ?hfl??-?hl ? Iflb, L?, n 'I ? I II " II 1 1 1 1 I III I. P 11 r r ^? J "? LL I I h l l l ?I Q 'A MM rY xl n G r mll N IYY h A ? k I?? " C "lh rQ C r n q q G ? ? F I? M r . r. n r ? tl' r n d r I 61 L T N ? ?A r A H r ?? IH I A ,x x x NY, III ?- k x ? :fix E APPROXIMATE SCALE C?ZJ 7 : I T[ 600 0 600 FEET DREW srR r z 0 to G OVE STREET ET; GR OVE ST EE hum= >r s a s NA110NAL FLOOD INSURANCE PROGRAM _ Z FIRM FLOOD INSURANCE RATE MAP STREET CLEVELAND PINfiLLAS COUNTY, a '{ FLORIDA ,, 2 uT? 'y +?f5 AND INCORPORATED AREAS PARK STREET i k aoft? ?ro q 1 12 ? ' y PANEL 108 OF 329 PIERCE STREET STREET ? ? • Y r ° } (SEE MAP INDEX FOR PANELS NOT PRINTEDI ? y .,,- K 3 CONTAINS! MCO MUNfry N B PANEL $4W EELLEMRITOWN OF 776088 mm N k OL MWATER.OTY OF 116090 ape N PUMAS COUFM 126199 om H FRANKLIN STREET WB S u ry ,? a a' a ? : ??y a STREET _ THIS MAY INWRPORATES APPROOMATE 9OUMARIES OF t H? /r S i 0° A sg s e? O " ` J7 zz Z OTHMMM PR K A R T EC 1 o OojaTAL WMEA IMPNOWMiM ACT OF 1990 M 1a1-WIL 16 COURT STREET z .q '&" M, Mom Uaw COMMUNTY N BUM ER 0o? oDcro P by ups YO kaw" 6PowPa- tar an wblm O 'T1 M " MAP NUMBER v ? 12103CO108H m i. MAP REWSEDt STREET -CHESTNUT MAY 17, 2005 N 11 z M rM n -+ Federal Emergency Management 4-eP It y of a portion of the above referenced flood map This lean ofnclal co S TR EET TURNER . p - - - - g7 was extracted using F-MIT On-Line. This map does not reflect changes or amendments which may hate been made subsequent to the date on the P 4 I I I I I ff T H 1 I title block. For the latest product IninrmaUon about National Flood Insurance ?z .- Program flood maps check the FEMA Flood Map Store at www.msc.fema.gov 9 `?m O m CJT m N v 0 t? C" rc s ZM-6' cue i 9 E & L SUPPORT SERVICES, INC. 521 Chestnut Street Clearwater FL 33756 Phone (727) 466-6772 Fax (727) 466-6882 email kencreteOaol.com FL Certificate of Authorization 7983 June 22, 2006 Mr. Scott Kurleman City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756-5520 Subject: Transmittal of Revised Site/Civil Plan Eagle Fitness Center 701 Cleveland Street E & L Project No. 06-18 Dear Mr. Kurleman: Included with this letter are the following: 5 Each Site/Civil Plan Sheet C1.1 (Latest Revision June 22, 2006), 2 Each Drainage Calculation Summary. We concluded discussions with Mr. Maran about the nature of the existing asphalt pavement on the property. We could not take full credit for it as we had done in the previous submittal. It was concluded that in order to reduce the proposed storm water runoff to below the existing runoff conditions, we needed to reduce the amount of pavement from what we had shown previously. Hence the number of parking spaces was also reduced, from 12 to 7. Shared parking within 1000 feet (City parking garage after hours + Cleveland Street curbside) as discussed in the previous submittal, will be used for the balance of the required parking (need to share 12). Thank you again for your prompt attention to this matter. Sin r , E SUPPORT PE CES, INC. Kenneth H. Roush, P.E. FL License No. 33366 KHR:az ORIGINAL RECEIVED JUN 23 2006 PLANNING DEPARTMENT CITY OF CLEARWATER EAGLE FITNESS CENTER STORMWATER MANAGEMENT FACILITY CALCULATION SUMMARY May 2006 Revised June 22, 2006 EXISTING CONDITIONS: Assign Tc: 1 Hour Building 7,593 s.f. X 0.950 = 7,213.4 Gravel 7,028 s.f. X 0.475 3,338.3 Pervious: 1,092 s.f. X 0.200 = 218.4 15,713 10,770.1 Cpre = 0.690 Area= 15,713 s.f. 0.36 Acres. Qpre: 0.92 c.f.s. Qpre=0.84 x 3.7in/h x 0.36Ac=0.92 c.f.s. (25 year, 1 hour event for City) PROPOSED CONDITIONS Impervious Building Asphalt Pervious 7,593 s.f. 2,562 s.f. 5,558 s.f. 15,713 X X X 0.95 = 7,213.4 0.95 = 2,433.9 0.20 = 1,111.6 10,758.9 Cpost Volume Required for 25 year, 1 hour storm (City): Volume = (0.68-0.69) x 3.7 x 0.36 x 3,600 = TOTAL VOLUME REQUIRED: 0.680 ORIGINAL RECENED JUN 2 3 2006 PLANNING DEPARTMENT CITY OF CLEARWATER -48 c.f. •LU d5 A E & L SUPPORT SERVICES. INC. 521 Chestnut Street Clearwater FL 33756 Phone (727) 466-6772 Fax (727) 466-6882 email kencreteOaol com FL Certificate of Authorization 7983 June 28, 2006 Mr. Scott Kurleman City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756-5520 Subject: Transmittal of Additional Information Eagle Fitness Center 701 Cleveland Street Application FLS2006-03019 Dear Mr. Kurleman: Confirming our discussion today, we anticipate that up to 5 curbside parking spaces on Cleveland Street will be used at any one time by patrons of the new Eagle Fitness Center at 701 Cleveland Street. Thank you again for your prompt attention to this matter. Sincere, E UPPORT SE , INC. enneth H. Roush, P.E. FL License No. 33366 KHR:az 0 IF- E & L SUPPORT SERVICES. INC. 521 Chestnut Street Clearwater FL 33756 Phone (727) 466-6772 Fax (727) 466-6882 email a- FL Certificate of Authorization 7983 June 2, 2006 - Mr.. Scott Kurleman City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756-5520 Subject: Transmittal of Additional Information From DRC CommentsORIGINAL Eagle Fitness Center RECEIVED 701 Cleveland Street E & L Project No. 06-18 ?i tN 0 2006 Dear Mr. Kurleman: PLANNING DEPARTMENT Ci, ?' OF CUARWATER Included with this letter are the following: 5 Each Site/Civil Plan Sheet C1.1 (Latest Revision May 4, 2006), 2 Each Drainage Calculation Summary, 2 Each Stormwater Narrative, 2 Each Section E of Fle)dble Standard Application, 2 Each SWFWMD Permit Inquiry Information. We've also provided the additional site/civil information requested in the DRC comments of May 4t'. Each comment is addressed below. Landscaping: 1. Screen parking lot. Perimeter hedges have been added to Sheet C1.1 (Latest Revision May 4, 2006) to screen the parking lot along East Avenue and Park Street. Stormwater: 1. Prior to issuance of a building permit: 1) Provide a copy of the approved SWFWMD permit or letter of exemption. We discussed this issue with Bob Maran, and with Richard Alt at SWFWMD. The area of the proposed paved parking area is less than the existing asphalt and gravel parking area, thus resulting in less proposed runoff than the existing conditions. The drainage calculation is included with this letter. Based on this reduction, Mr. Alt has asked for a Permit Inquiry Checklist, which will be used as the basis for a Letter of Exemption. We ask you and Mr. Maran to agree to allow the building permit to be issued with our assurance that the Letter of Exemption will be provided before the C.O. is issued. • • ORIGINAL RECEIVED JUN 0 52006 Eagle Fitness Center PLANNING DEPARTMENT 701 Cleveland Street CITY OF CLEARWATER DRC Comments Page 2. 2) Address the requirements of Section E of the DRC application. This site will qualify for stormwater retrofit which provided '/ credit for any impervious surface removed. As this site is small and not in a flood prone area, it would qualify for payment in-lieu-of onsite retention for stormwater attenuation providing water quality retention requirements are met. We've completed Section E of the application. A stormwater narrative is provided with this letter along with the drainage calculations supporting no stormwater plan. The gravel removed was allowed '/ credit in the stormwater calculations. The reduction in impervious area results in a net decrease in runoff from the site. Therefore, no payment in-lieu-of is required for onsite stormwater retention. Solid Waste: How will solid waste be handled? As discussed at the DRC, there is an existing concrete pad next to the building that will be used for the black barrels plus recycling containers. These containers can be wheeled to the street for pick up. New hedges were also added to screen the pad and the containers. Traffic Engineering: 1. Disabled parking space shall be 12' wide. Include a City standard detail of handicap parking stall and sign (Clearwater City Standards Part C, Section 100, Index #118). The disabled parking space has been dimensioned and the city detail has been added to the site plan. 2. Include a stop sign with stop bar in accordance with MUTCD requirement. The stop sign and stop bar have been added to the site plan. General Note(s): 1. Comply with current Transportation Impact Fee Ordinance and fees. The owner will agree to the impact fees. 2. DRC review is a prerequisite for Building Permit review-, additional comments may be forthcoming upon submittal of a Building Permit Application. Eagle Fitness Center 701 Cleveland Street DRC Comments Page 3. PLANNING DEPARTMENT CITY OF CLEARWATER We acknowledge that additional comments may be forthcoming. Planning: 1. Where is the parking and how many? Provide parking data. This data is provided in the Site Data Table on the site plan. 2. Per Section I, scaled color elevations of all sides are required. The elevations were furnished by the applicant. 3. Per Section F, need signed and sealed survey, tree survey, and parking demand study. The signed survey was provided, no trees are on the site except one 13" palm to remain, and the parking demand study was added to the site plan. It provides data related to shared parking within 1000' of the site. 4. Provide paint color. The applicant is providing the paint color.. 5. Parking must be screened. Screening hedges have been added along the ROW of East and Park. 6. Provide proposed signage details. Signage details will be provided by the applicant. Thank you again for your attention to this matter. Sincerely, E UPPORT S V S, INC. enneth H. Roush, P.E. FL License No. 33366 • ORIGINAL RECEIVED JUN 0 5 2006 KHR:az • Kurleman, Scott From: Kurleman, Scott Sent: Friday, June 09, 2006 4:10 PM To: 'Meggin Overcash' Cc: 'kencrete@aol.com' Subject: RE: 701 Cleveland Street Page 1 of 2 Meggin, I am still waiting fo rin to r eir-co ditions. Planning needs to know how many metered spaces are on both sides of Cleveland that you think would be available, What is happening with boarded window? Shutters? You submitted a blue color chip, where is this blue color going? May have to have colored elevations. Conditions I know at this time will be that signs are not part of this application and will have to be reviewed on their own, colors will have to be approved prior to issuance of a C/O, and that the overgrowth on the west side of the building be removed. Will there be and entrance and exit door at the rear? Thanks -----Original Message----- From: Meggin Overcash [mailto:Meggin@eaglefitness.us] Sent: Friday, June 09, 2006 11:30 AM To: Kurleman, Scott Subject: Re: 701 Cleveland Street Hi Scott, just checking in to see where we stand with what Ken handed in. Let me know when it is convenient to you, thanks. Meggin Meggin Overcash Eagle Fitness Center 727-443-2255 meggin ea lefitness.us ----- Original Message ----- From: Scott.Kurleman@myClearwater.com To: Meggin@eaglefitness.us Sent: Tuesday, June 06, 2006 11:31 AM Subject: RE: 701 Cleveland Street Meggin, I just received the revisions yesterday. I will try to review in the next two days and let you and Ken know. Thanks -----Original Message----- From: Meggin Overcash [mailto:Meggin@eaglefitness.us] Sent: Monday, June 05, 2006 1:09 PM To: Kurleman, Scott Subject: 701 Cleveland Street Hi there Scott, can we start submitting everything for the permits yet? Do you need anything else from Ken? Let me know, thank you. 6/19/2006 01 • Page 1 of 2 R Kurleman, Scott From: Meggin [Meggin@eaglefitness.us] Sent: Wednesday, June 28, 2006 11:55 AM To: Kurleman, Scott Subject: Re: 701 Cleveland Street Scott- Thank you for the informative message: I think Ken is incharge of the metered spaces on both sides of streets, but I will take a look. As far as I know, we will not really need but maybe 1-2 at most if that since most of our participants ride bikes or walk. Yes- we will have entrance in back, and front, with one additional emergency exit in back, and one additional emergency exit in front. These are in our site plans done by the architect for the inside of building for the permits. Should I bring these in to show you? Also- regarding the paint, we are just going to go over the blue that is already there, with one of the blues on the color card I gave you- depending on what_is aop?d. We are also just going to have the beige of the building just repainted.. i think this works with the new codes, so no major color changes just making it look fresh. Do you need me to come in and give you some of this? I can, please just let me know a good time to catch you, or to schedule an appointment and i will be there, we want to get started submitting for permits asap!! Thanks a lot Scott. Meggin Overcash meggin(a)eaglefitness.us ----- Original Message ----- From: Scott. Kurlemanta'?.myClearwater.com To: Meggin ea lefitness.us Sent: Friday, June 09, 2006 4:33 PM Subject: RE: 701 Cleveland Street I am out until WED 6/14. -----Original Message----- From: Meggin [mailto:Meggin@eaglefitness.us] Sent: Friday, June 09, 2006 4:29 PM To: Kurleman, Scott Subject: Re: 701 Cleveland Street will come in there on Monday to see you and talk in person. Is Monday in afternoon ok, after 2? Thanks. Meggin Overcash Eagle Fitness Center 727-443-2255 Meg in ea lefitness.us ----- Original Message ----- From: Scott. Kurleman(c?myClearwater.com To: Meggin eaglefitness.us Cc: kencrete&aol.com Sent: Friday, June 09, 2006 4:10 PM Subject: RE: 701 Cleveland Street 6/28/2006 • • Page 2 of 2 eggin, I am still waiting for Engineering to release their conditions. Planning needs to know how many etered spaces are on both sides of Cleveland that you think would be available, What is happening th boarded window? Shutters? You submitted a blue color chip, where is this blue color going? May we to have colored elevations. Conditions I know at this time will be that signs are not part of this >plication and will have to be reviewed on their own, colors will have to be approved prior to issuance a C/O, and that the overgrowth on the west side of the building be removed. Will there be and itrance and exit door at the rear? ks -----Original Message----- From: Meggin Overcash [mailto:Meggin@eaglefitness.us] Sent: Friday, June 09, 2006 11:30 AM To: Kurleman, Scott Subject: Re: 701 Cleveland Street Hi Scott, just checking in to see where we stand with what Ken handed in. Let me know when it is convenient to you, thanks. Meggin Meggin Overcash Eagle Fitness Center 727-443-2255 meggin@eaglefitiiess.us .--- Original Message ----- rom: Scott. Kurleman@myClearwater.com o: Meggin(cDeaglefitness.us gent: Tuesday, June 06, 2006 11:31 AM ubject: RE: 701 Cleveland Street eggin, I just received the revisions yesterday. I will try to review in the next two days and let )u and Ken know. -----Original Message----- From: Meggin Overcash [mailto:Meggin@eaglefitness.us] Sent: Monday, June 05, 2006 1:09 PM To: Kurleman, Scott Subject: 701 Cleveland Street Hi there Scott, can we start submitting everything for the permits yet? Do you need anything else from Ken? Let me know, thank you. Meggin Meggin Overcash Eagle Fitness Center 727-443-2255 meggin(aeaglefitness.us 6/28/2006 Community Response Team Planning Dept. Cases - DRC Case No. Meeting Date: ,? y a6o6 Location: 5? ,w[ Current Use: 1/,q ,d'*"Active Code Enforcement Case (no) yes: AJO 2r Address number yes (no) (vacant land) ol Landscaping (yes) 2r Overgrown (yes) no .ra`Debris (yes) 609 Inoperative vehicle(s) (yes (n p,"'B'uilding(s) (good) (fair) (poor (vacant land) Fencing (none (good) (dilapidated) (broken an missing pieces) Quint (good) (fair (poor) (garish) Grass Parking (yes) Cnr? ? Residential Parking Violations (yes) (no) m' Signage non) (ok) (not ok) (billboard) marking (n/a) (striped) (handicapped) (needs repaving) _a--13Gmpster (enclosed) (not enclosed) v? 2 Outdoor storage (yes) Ono' Comments/Status Report (attach any pertinent documents): potr-r pArkrivf L d ( 4&eds f .-of" L'- - Date: / Reviewed by:„? Telephone: Revised 03-29-01; 02-04-03 SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA Boundory Survey LEGAL DESCRIPTION: THE WEST 25.00 FEET OF LOT 4, ALL OF LOT 5 AND ALL OF LOT 6, BLOCK 12, "COULD AND EWINGS 1ST AND 2ND ADDITION TO CLEARWATER HARBOR, FLA." ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 52, PUBLIC RECORDS OF HILLSBOROUGH COUNTY, .FLORIDA OF WHICH PINELLAS COUNTY WAS FORMERLY A PART. CLEVELAND 1J co P-0 M STREET- - STATE ROAD 60 (R/W VARIES) Cd P4 0 C") North property lines by plat. t z-, .. _ (Right-of-way Faking tz + ? a H `? by Field) Pa w ~' Fl 0.5' CURB E 1 -' .-N... 89°43'54"E' 81'00 Brick Pave FOUND . 31.0' - NAIL & DISK 80.2' Building Bu ilding Ej X13039 Tie: 0 03' E T 0 7 7' . . L . West l/r W D W z W Q E- ? T); Q W 4 (.D Z CD N ? Q. N •. W 0 O 0 0 Z I e of Pavemt 39.2' ZJ G R A V EL 12' G R A V E L SET NA AND DISK 114626 l I FrFNn PARK STREET (60' RI W) POC = Point of Commencement FIR = Found Iron Rod & Cap OB = Point of Beginning FIP - Found Iron Pipe R) = Data per Description FPP = Found Pinched Pipe M = Measured Data FOP = Found Open Pipe & Cap C = Calculated Data PCP = Permanent Control Point PG.(q Page (s) FCM = Found Concrete Monument Tie: 0.00' P S 89'43'54" W 112.00 - o M • o O M JJ (1 F.C.M. 3"x3" ORIGINAL RECEIVED APR 10 2006 PLANNING DEPARTMENT CITY OF CLEARWATER IL Officiol Record Book Permonem Reference Monument .B. Plat Book SIR = Set Iron & Cap 1/2" L.S. #4626 R Radius LB = Corporate Certificate Number A Delta Angle PLS = Professional Land Surveyor EP Edge of Pavement CS = Concrete Slab/W Right-of-way CONC. = Concrete , MH Storm Sewer Manhole S/W =Sidewalk ES Mitered End Section = Centerline CER T/F/CA T/ON*' MH Sanitary Sewer Manhole CTV = Cable Tv Service CO Sanitary Clean Out WV = Water Valve I, GUY D. HALE, THE SURVEYOR IN RESPONSIBCHGE, ERI`,CERTIFY• T}1AT OB Top of Bank TELE = Telephone Service THE SURVEY REPRESENTED HEREON AND THAT A$O,GRUND SORVEY AND OS Toe of Slope GV = Gate Valve SKETCH ARE ACCURATE TO THE BEST OF MY K00L-tDGE AND ELIEF. ('FURTHER WM = Wagster Meter Ovrhead tires CERTIFY THAT THIS SURVEY MEETS THE MINItv16U ECHNICAI'TDARDS IN SEC1301 a PP Utiht PPollee FHA Fire Hydrant Assembly 472.027, FLORIDA STATUTES OR RULE CHA . Y ELEC Power Transformer ( E 61(17-6.;, F.A.C.) SURVEY NQTr GW = Guy Wire ELEV. = Elevation n VALID U SEALE TH A /,'EMBOSSED SA&'t " fy r 0Y SURVEY IS SUBJECT TO A TITLE SEARCH FOR EASEMENTS, RIGHTS-OF-WAY AND OTHER MATTERS OF RECORD. BASIS OF J-"~ .? 4t ' ?C y .j( n t BEARINGS ARE PLAT, UNLESS OTHERWISE STATED. NO UNDERGROUND LOCATED UNLESS SHOWN HEREON. THE SURVEY GUY'. HALE P S f 46 ='f ?+) • • CJ ?er+ DEPICTED HERE IS NOT COVERD BY PROFESSIONAL LIABILITY 2005106 DAIS TUNE 2*%) .005 INSURANCE. JOB NUMBER. GUYHALELAND SURVEY/NG L -? 1110 0VERCASHOR/VE SU17E C DUNED/N, FLORIDA 34698 (727) 734-4266 FAX (727) 734-3228 A S P P A T, T P A R K I N G Y?ZII; o ) t /_A.ST yi 077/ A j, 56.00' 17:?' c ,r. "W #6492 0 M ? II x H - 0 z w U U) to FLOOD STATEMENT: " " THIS LOT LIES IN FLOOD ZONE X 0 / / ACCORDING TO F.E.M.A. FLOOD INSURANCE RATE MAP # 12103C 0108 H TWO STORY Iw w , DATED MAY 17 2005 MASONRY , . COMMERCIAL ? -1 0 ? t i CERTIFIED TO: BUILDING 41 701 G 'D YEHUDA, LIMITED PARTNERSHIP, a 0 MINKOFF HOLDINGS, LTD., AND F4 La V) z TERRY N. JOHNSON; 4J 0 4J 0 W 3 G "', BANK OF AMERICA, N.A.; WEST REALTY EXCHANGE TITLE SERVICES, INC.; COMMONWEALTH LAND TITLE INSURANCE E? N GS COMPANY. 80.1' - "- TIE: 0.78' APART LO-- ?'2 - L 4 9 -LOT 2 3- y ?a Op" TEI Woo Wrlrf ply Conditions Associated With BCP2006-09615A 701 CLEVELAND ST The following conditions must be satisfied before the permit can be processed. Status Landscape Review Scott Kurleman 562-4553 02/08/2007 Show new sod in the R-O-W on Park Street where the transformer and signal are located. Met 02/08/2007 Code permits up to 10 parking spaces in a row without an interior island. As 12 are proposed, Met Staff will allow additional plantings in the retention area. Bald Cypress and Red Cedar (or another evergreen) to mitigate. 02/08/2007 Note on landscape plan that sod will be St. Augustine. Met 02/08/2007 Please show appropriate landscaping on the west side of the building along East Street. A permit Met to plant in the City right-of-way will be requried. There is not much space there. Maybe podocapus would work? 02/08/2007 Indicate how the two black trash barrels will be screened. Met 02/08/2007 Note on landscape plan that interior landscaping will be curbed with concrete curbing. Met 02/08/2007 Note on landscape plan that 100% Automatic Irrigation with 100% coverage will be provided. Met Land Resource Review Rick Albee 727-562-4741 02/26/2007 Apply for a Clearing and Grubbing permit. Met 02/26/2007 Apply for a No Tree Removal Verification. Met 02/09/2007 Install silt fence to the manufacture's specifications. Met 02/09/2007 Install tree barricades to City of Clearwater standards, 2x2 post with 1x4 rails at two thirds of the Met trees drip line and/or parallel to the proposed construction. MISC - General James Wagner 562-4562 07/09/2007 No site work was included on this permit at the start. Site work was added at no extra value? We Met need the valuation of the added site work Parking Lot Repairs - $33,989.00 - per contract not included on evaluation Qac) Need a copy of contract in order to release permit. NEED COPY OF CONTRACT - INCLUDING A DETAIL BREAKDOWN OF ALL MATERIALS AND LABOR COST FOR THE PROJECT. THIS CONTRACT SHOULD INCLUDE BOTH EXTERIOR & INTERIOR OF PROPERTY - (CONDITION WAS MEET ON 7/12/2007) Stormwater Review Phuong Vo 562-4752 02/22/2007 1. Provide the soil report at the proposed pond.(NOT MET 2/26/07) (3/22/07 MET,PTV) Met 2. Provide a detailed drawndown table demonstrating the pond draw down within 24 hours. (NOT MET 2/26/07) (3/22/07 MET, PTV) Note: Driggers report was not in file for review. (3/22/07 MET, PTV) Traffic Review 02/23/2007 Show how a scaled 17' passenger car can exit the south end parking stall. Bennett Elbo 562-4775 Met CaseConditons Print Date: 03/18/2009 Page 1 of 2 BCP2006-09615A 701 CLEVELAND ST Zoning Review Scott Kurleman 562-4553 02/08/2007 Plan amendment will not require another DRC review, however additonal landcape is required. Met MET 2/26/07 Planning Staff will need to meet the contractor on site and go over the Downtown Design Guidelines. Please arrange with Scott Kurleman 727-562-4567x2504. NOT MET 2/26/07 NOT MET 3/23/07 Print Date: 03/18/2009 CaseConditons Page 2 of 2 • a LONG RANGE PIANNING DFVFLOPMF.NT REVIEW June 29, 2006 Eagle Fitness Center, Inc. 483 Mandalay Avenue Suite 220 Clearwater, FL 33767 CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL. SERVICI?S BuiLDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TFLFPHONE (727) 562-4567 FAx (727) 562-4865 RE: Development Order regarding case FLS2006-03019 at 701 Cleveland Street Dear Ms. Overcash: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On May 4, 2006, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to allow an indoor recreation/entertainment facility (Health Club) use in the Downtown District (Central Business District) under the provisions of Section 2-902.E. The DRC recommended approval of the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Indoor Recreation/Entertainment Facility criteria under the provisions of Section 2-902.E; 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. Conditions for Approval: 1. That prior to building permit, exterior building colors are approved through the Planning Department; 2. That prior to certificate of occupancy, the boarded window on the west side and any others have shutters or some other architectural feature, approved by Planning, to cover the opening; 3. That prior to certificate of occupancy, the parking lot landscape be installed including the irrigation system and the overgrowth on the west side has been removed and improved; 4. That any signage is reviewed by the Planning Department prior to installation; and 5. That prior to certificate of occupancy, the exterior of the building has been restored regarding character, quality and architecture consistent the Downtown Redevelopment Plan. PRANK HIBBARD, MAYOR 1311.1. JoNSON, VI<:1:-Mnvoll ?<111N DoRnN, Gn1NCU MuEMns1:R HOPI' HAM11:I'ON, COIINOLMEMBER ® CARLEN A. PIil7?RSRN, COUNCB,Nt1:N1111:R "HIQUAL EMPLOYMENT AND AFFIRMATTVI? ACTION EMPLOYER" June 29, 2006 Ms. Overcash - Page Two 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 site plan and application received March 29, 2006 and additional supporting materials received on June 23, 2006. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (June 29, 2007). All required certificates of occupancy 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 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- 4567x2504. You can access zoning for parcels within the City through our website: www.myclearwater.com. Sincerely, Michael Delk, AICP Planning Director S.•IPlanning DepartmentlC D BlFlex Standard (FLS)IPending Casesl2 -Reviewed and PendinglCleveland St 701- Eagle Fitness (D) 05.04.2006 (SK) ICleveland 701 Eagle Fitness (D) DO. doc 9 0 Pinellas County Property Appraiser Information: 16 29 15 32292 012 0040 Page 2 of 4 16 / 29 / 15 / 32292 / 012 / 0040 31-Mar-2006 Jim Smith, CFA Pinellas County Property Appraiser 11:08:17 Ownership Information Non-Residential Property Address, Use, and Sales DA LP OBK: 14454 OPG: 2318 OF'O HOLDINGS LTD CMINK TON, TERRY N 403 E06EWOOD AUE CLEARWATER FL 33754 l EVAC: Nan-EUAC Comparable sales value as Prop Addr: 701 CLEVELAND ST of Jan 1, 2005, based on Census Tract: 259.01 sales from 2003 - 2004: 0 Sale Date OR Book/Page Price (Qual/UnQ) Vac/Imp Plat Information 7 /2,005 14,45412,318 1,025,000 (Q) I 1891: Book OHi Pgs 052- i /1,996 9,2341 941 220,000 (0) I 1905: Book OH3 Pgs 009- 3 /1,984 5,72112,116 300,000 (Q) I 0000: Book Pgs - 0 10 0/ 0 0 ( } 2005 Value EXEMPTIONS Just/Market: 370,000 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed/Cap: 370,000 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 370,000 Agricultural: 0 2004 Tax Information District: CWD Seawall: Frontage: Clearwater Downtown Bey Bd View: 05 Millage: 24.2372 Land Size Unit Land Land Land Front x Depth Price Units Meth 05 Taxes: 8,967.76 1) 81 x 113 16.00 9j153.00 S Special Tax CWI .00 2) 56 x 133 8.00 7,392.00 S 3) 0 x 0 .00 .00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2005 taxes will be : 5) 0 x 0 .00 .00 8,967.76 6) 0 x 0 .00 .00 Without any exemptions, 2005 taxes will be 8,967.76 Short Legal GOULD & EWING'S 2ND ADD BLK 12, L OT 4 LESS E 31FT Description ALL OF LOTS 5 & 6 L Building Information http://pao.co.pinellas.fl.uslhtbinlcgi-scr3?o=l &a=1 &b=1 &r=&s=1 &u=0&p=16+29+15+3... 3/31/2006 Pinellas County Property Appraiser Information: 16 29 15 32292 012 0040 Page 3 of 4 0 Property and Land Use Code descriptions 10 / 29 / 15 / 32292 / 012 0040 :01 31-Mar-2006 Jim Smith, CFA Pinellas County Property Appraiser 11:08:17 Commercial Card 0i of i Improvement Type: Retail Store Property Address: 701 CLEUELAHD ST Prop Use: 321 Land Use: 11 Structural E1?m?nt? Foundation Spread/Mono Footing Floor System Slab on Grade Exterior Wall Conc Block/Stucco Height Factor 0 Party Wall Hone Structural Frame Masonry Pillar&Steel Roof Frame Flat Roof Cover Built Up/Wood Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Drywall Total Units 0 Heating & Air Heating&Cooling Pckg Fixtures 4 Bath Tile Hone Electric Average Shape Factor Rectangle Quality Average Year Built 1,942 Effective Age 30 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Aroas Description Factor Area Description Factor Area 1) Base Area 1.00 7,558 7) . 00 0 2) .00 0 8) .00 0 3) .00 0 9) .00 0 4) .00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 C amm E3r c i a l E x t r a F at ur s Description Dimensions Price 1) ASPHALT 7500 1.75 2) .00 3) .00 4) .00 5) .00 6) .00 Units Value RCD Year 7,500 1 3, 130 13,130 999 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL RECORD VALUE: 13,130 Pinellas County Property Appraiser Parcel Information http://pao.co.pinellas.fl.uslhtbinlcgi-scr3?o=1 &a=1 &b=1 &r=&s=1 &u=0&p=16+29+15+3... 3/31/2006 f JUN 24 2005 16:02 F NK OF AMERICA A 1. FHA U.S_ DEPART14E1?T OF HOUSttiG to VROAN DEVELOPIAIR 6 FILE 1 904464206 TO 91 "'74666586 P.01 ONV. SETTLEMENT STATEMENT 6 MORTGAGE INS CASE NUMBER NOTE: 1 htr roim 1s lumtsth d fi Sh a ytty a statement of ectuat sotttement costs, ?mpunra paid !d and try fl a sadJemCnJ agent ere a:?own here rcv trronnetinnal pu poG s ore ZeO PPOrrt OLlw WH11?S - r itcvr s man ad 7POG1" were pn d oaNtJGU me do WV, lncy 8r8 atmnen r,ee NAME AND ADDRESS OF BORROWER E, NAME AND ADDRESS OF SELLEP. SANK OF AMERICA ?vv ~ D . YENUDA Limited Portn-.ship and REAL ESTATE EXCHANGE SERVICES . COLONIAL BANK, as 0.1. for as 0.1, for RANDY J. PAYNE MIWOFF HOLDINGS LTC), and TERRY N, JOHN F. PAYNE. J11. and INASELLE J. PAY 701 CLEVELAND ST CLEARWATER. FL 33755 G. FROPERYY L TTL`f6ENT DATE OCATION H. SETTLEME1,1T AGENT 61-142!:=; 701 CLEVELAND ST Realty Exchange Title Servlces, Inc, 27, 2005 CLFARWATER, FL 33755 ?ineitas County. F,orida PLACE OK SETTLEMENT 2475 East Bay D6vc. Suitc A I 0r yo, FL S'771 SUMMARY OF SELLER'S TRAiVSACTION K . J, SUt4fAAP,Y OF 20RROVVEG'S TRANSACTION CROSS AMOUNT DUE FROM BORROWER 400. GROSS AMOUNT DUE TO SELLER: 100 . 1025 000100 101. Contract Solos Price I 1,025,000.00. 401. Conlfz)ot Sales Price 102. P. r_on! FrODert I 402. Pe s n r e 103. Seluement Charge5 to Borrower (Line 140 I 13.2J2 75 403. 104 _ ? _ ? Adjustments For [[ems Fuld By 5eUerin advance Acriustments For 119ms Paid & Seller in advance 106.CityrTown Taxes 406. Cit0own Taxes to 107. County Tnxcs to ( 407, County Taxes to ! 1 °,RSSessmOn-, tv j08 Assess a g to j a08 100 . lie. I -- 4 t0 _.r?---?-- 11,. - - - 112. 120, GROSS AIOOUNT LIUF_ FROe9 30R,ROtVER 1,033,232 751 412. 42,1- CROSS AMOUNT DUE TO SELLER 1 D25,000.00 8EHALF OF EIORROV%tQq,_,___ AMOUNTS PAS ¢Y OR 1t1 ?99 500. REDUCTIONS 1N AMOUNT OUF TO SELLER. ? . ?0'.t3cpcsit 3r earnosr m0nsy 25,000.ODI 501. Exccso DC sit (Sce Instructional 202 Prlniypal Amount of lti ;v! Loan 820,000.00 507. Sculomvnt Charges to Seiler (Line 14001 ( 85,212.50 ,ubiect tc =x1s-1na 109nft tal?er 203 5qj..` y iLc I 51 taken sub ect to , . 204 1 504. Payoff of first Mortoaoe ?._ 205.1FUNDS FROM 1031 EXCHANGE 505. Pa o f of second 1410 a e 207. $07. 0eaosr d1so. as proceeds) 208. --_ - I IS08. 205. I 509. Adjustments For Items Unpaid By Seller AcUustments For Items Unpaid By Seller 210. Cit 1 i yvm T:Ues t0 I 110 CItyJTown Taxes to 211.Co:tnty Taxes 01101105 to 06127105 I 3.10929 511 Ceunl Taxes 01101105 to 06127105 3,109.29 212.ASSesSments to 512. Assc&smenis to 21? 1 513 - .? 214 514 _ ` _ 2161 516 _ 17. 2 517 _ _CT.Tr, 71r 97R9i 219 I 15. I 220. TOTAL FAIL, EYiFOR SORROWEr. 1 851,109,29'1520 T OT:.L P-=DUCT. A&fT DUE S1=LLER ( 825,000.00 300. CASH Af SEIILEMENT FROMI_TO BORROWER. 16600. Ct:SII AT SETTLEMENT TOIFROM SELLER: y> I,-t Lic¢ . n of+LCtJrOm Pyrr v! r 1n% 1?D1 _l? '$ 13r1,s71_;;ysy?.ggv«tt dU_?,e ^TD yS=I t 'ne qi¢f I ) D25.000.00 302 Less Arnounl Pzid By1For Borrownr (Line 2201 ( 851.109,29i?ri07_, L^sS r7eductivns Due Seller (Line 520) i( 72$,000.001 303. CASH ( X FROM) ( TO) BORROWER 187,123.4c- I E-01 CASH ( X TO) ( PROM ) SEt_LEP. 1 200.000.00 ORIGINAL RECEIVED MAR 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER DC.1.C 01 p ob u,,j?e- cam- S ISYL- i 4666588 P.03 JUN 24 2005 16:03 FINK OF AMERICA 904464206 TO 917 00 -AaHm rul.c3nT :uliGi AT LETLWSP SETrtR.t/t;7rT 800, ITEM5 PAYAdLt IN t.vrvnCV+IIV" .., 1.. 1-1- 807 Loan Origination Pep 0.5000 % to RMK OF AMERICA 4 100.0 901 Loan Discount t' E03.?Oet2i"2? Ee° _ to BANK OF AtaERICA 00 ?,Q, t t1Q?43tclcLtas?ILa4 to 6 NK4PArd RICA T A.001 826 SeWp r°e to BANKOFAfAERICA 500 00 E07 AS:umplion ?ee 1e - 808. 809 810, b•t - 90U. 11 tr1rJ rccu?rrccv rs 1 ?cn?a:n 1 901 IntCrCSt FfgM 08:7105 to 071010E S May ( ddays ___ .? - 90 .PAt:l. _3o0 InStNance Premium month; _ ?0' i{02prC Insurance Premium 1 0yenr~. Kit. Tuue. nwcnvc3 - 10C7, Haiard 111.uranCe months 5S per month gq?,,y g:1darjuranee months 0 S per rran:h Jar aty[ t?vrr TAgy.c months dD >r per month momh? Q 5 get monlh 1( As 5inlgnt$ nonihs t% S per monU: SOOG. months Q 5 per month :007 month. S per month ;OVA mon0u td S pct month "vv- ..1._a....... - 1101_SelUcmrn or GiA?ing Feo Io R.alti ExthhngnTms Sonticei• mc. 1 j_DZAb,'((A L'1 to -10e,'5e1 to COIL4WI 'EALTH LAND TITLE INSIJ77AN" COMPANY 110 a E1ca •' inn m Reatrtr Exrltart!1e Tgle £nrvtms, Ine. 1104.Tde Insur ee Binder ro 295.OOI iS.D(1 75.0 11G5.GaAVIErnOdNVire 1105.Notarv Faei to tmc vmd z troova lrnm n6tribm, ?,.OE_]?I!<:esur3G:° _.. ro Rnatri Ercn7rt7n Trite scLviSG°?ln_£__ - r (mGW7)d o1Jfl?'_` ilt'rlr numactfs• 11f9 Lerdef'fi C0ver;?nr F @2D.000.DO - 375.00 RP S25 S tA2r,000.00 5.137.0 ? 3110. Oi:r,er'- CovOraa " , 111 - --- --- - - Lt Fhati%:, a?ivrl&tcMcnl _tc PCaR-1 E%tcn?nLr- TUI!Sc??rttac enc. ?D 1113.Ce1?rn?riShiry?lna/Handlinq to Roalry Exd:ango Title Semcee, Inc, 25.00 25,00 1200. GOVERNMENT RECORDING AND TRANSFER CHARGES - 12A1 FWcormna Fein' Dptl s 10.00: r4rrm, c, $ 137,5D: Reieeae: 5 147.50 fit! (l rz:n7y12iyrStamO,Dc=1 tnutnalbleTax 1.640.00 640,00 7764 ?`c.?tn Teav;!ammm• Doc £rnmx 7.175.00: Doc $t mto 2.87000 t 2.870 001 7 175.00 iR.ll1 AnntTin AI AN 0==1 MfiACUTf'UftUf=-=iQ 1?At,fiurvev to Guy Kde Lind Sunevina 75000 1382 eE;ting2 Gio to 1303.Exchansc Fac to PEAL ESTATE EACHANGE SERVICES. INC, 9 .00 1'304. 7305 1400. TOTAL SETTLEMENT CHARGES (Enter an Linos 103, Section J and 502 Section K 13,232 751 85.212.60 .1 g2r•919 via- 1 11 MM- SI?ICrr4n•.:Y` v ,?IgmJi . n.,r .wmil'r T-pt °, a c wvlp•c , wry Q; m 1 1 ono uwi•l s a,emem Cer,;{,cd tic a traF GoDy. romt cotta rCn^ited hrr4on rl?nibe oasad an gcoo fsnh pt1211h Ertbange Title ^OrvicDS. Inc CX:cn.71n: Ch(o[ rC4uNr post do:-n9 wilw(nionk. Any variations b Oct-nl CoSU irom {Wert SotUcmem A56m rcnreLad hcreorl :hit result to over rnorges or untter c mrt[e- not in "c.:.sm.- o nv Sasn t'.y ar[Itc9 [t rCBtIuU 1711 :;1 Nu Ge: ln?1 ern; of qad h;• RepUy OtA11/1L RECEIVED (zozeDVrr2D7xovrr3er MAR 2 9 2006 G'. G -AA r " ° >k rk PLANNING DEPARTMENT .1 TOTAL PAGE.03 CITY OF CLEARWATER JUN 24 2005 16:03 FR JK OF AMERICA 904464206 TO 917 4666588 P.02 OF RECEIPT OF SETTLEMENT $T ENT A_ J Borrower, YEHUOA. Limited Partnership and COLONIAL BANK" as Q.I. for MINKOFF HOLOINGS. LTD. ano TERRY N. JOHNSTON Seltcr_ REAL ESTATE EXCHANGE SERVICES, as 03. for RANDY J. PAYNE .IOHN F. PAYNE, JR_ and INABELLE J. PAYNE LenclGr: BANK OF AMERICA Scttlement Agent: Rea!bj Exchange Title Services. Inc. (727)531-0005 Place of Settlement: 2675 Esst Bay Drive, Suite A Largo. FL 33771 Settlement Date: June 27, 2005 Propnrty Location. 701 CLEVELAND ST GLE,kRkJV \TER, FL 33755 Pin?•!tas County, Fior:da I have carefully revirwed the HUD-1 Setltlemenf Statement and to the best of my knowl0ge and belief, it is a true and a=rate statement of all re=. ipts .end disbursements made on my account or by me in this transaction. I further certify that I have received a copy of the HUD-1 5enlement Statement. YEHLIDA. Limited Partnership REAL ESTATE EXCHANGE SERVICES. -INC. as Q I. for RANDY J PAYNE By: URI MINKOFF COLONIAL BANK, as O.I. fcr MINKOFF HOLDINGS. LTD By. PHILIP FREEP41AN V_P. TERRY N_ JOHNSTON By: To the tc- of my kr+o.vledge, tite HUD-1 Settlement Statement whir_h I have prepared is a true and accurate account of the funti's which were received and have been or will be disbursed by the undersigned as part of the settlement of this transaction. Realty Exchange Title Services, Inc. Settlement Ag?nt vvA t2NINU: It is a crime to knowingly make rake statements to the UndPd States on this or any similar form. Penalties upon convicbon can include a tine and imprisonment. For details see: Title 18 U.S. Code Section 1001 and Section 1010. ORIGINAL RECEIVED MAR 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER „? ??., a-us =eepr, .moues z ORIGINAL RECEIVED 2 9 2006 pL t4NING.DEpRVJATERI CITY OF CLL FINISH SCHEDULE . MD RaW RwF RDOR 4YWG ' P"m OMPEI OYP. BOMO PAWIFO: 25N' S05P. 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POWER PLAN 0 0 0 CITY OF CLEARWATER 0 Clearwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W WW.MYCLEARWATER.COM April 13, 2006 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 701 CLEVELAND ST (FLS2006-03019) To Surrounding Property Owners: As a property owner within 200 feet of 701 CLEVELAND ST, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to allow an indoor recreation/entertainment facility (Health Club) use in the Downtown District (Central Business District) under the provisions of Section 3-902.F.. On May 04, 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 May 04, 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 May 04, 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, 6?6R Scott Kurleman Planner H Letter of Notification - FLS2006-03019 - 701 CLEVELAND ST COMPLETE AUTOMOTIVE REPAIR 1250 ROGERS ST CLEARWATER FL 33756 - 5927 LEO, ALFONSO 649 HARBOR IS CLEARWATER FL 33767 - 1802 .LEES, BOB AUTOMOTIVE REPAIR 812 PARK ST CLEARWATER FL 33756 - 5504 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 MEDITERRANEAN VILLAGE 290 COCOANUT AVE SARASOTA FL 34236 - 4979 LAMONT, MICHAEL PATRICK 822 PADUA LN CLEARWATER FL 33756 - 5533 ELKIN, SCOTT 118 S HAYWORTH AVE # 9 LOS ANGELES CA 90048 - 3670 BROWN, NORMAN G • BROWN, CONSTANCE S 805 PIERCE ST CLEARWATER FL 33756 - 5525 LEO, ALFONSO 649 HARBOR IS CLEARWATER FL 33767 - 1802 LEES, BOB AUTOMOTIVE REPAIR 812 PARK ST CLEARWATER FL 33756 - 5504 WILDER CORP OF DELAWARE 3000 GULF TO BAY BLVD STE 600 CLEARWATER FL 33759 - 4316 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 LARANCE, DEBORAH LARANCE, TIMOTHY 824 PADUA LN CLEARWATER FL 33756 - 5533 SHORT, SAMUEL J 830 PADUA LN CLEARWATER FL 33756 - 5533 SK LEO, ALFONSO 649 HARBOR IS CLEARWATER FL 33767 - 1802 LEES, BOB AUTOMOTIVE REPAIR 812 PARK ST CLEARWATER FL 33756 - 5504 LEO, ALFONSO 649 HARBOR IS CLEARWATER FL 33767 - 1802 CLEARWATER, CITY OF P O BOX 4748 CLEARWATER FL 33758 - 4748 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 TIMES PUBLISHING CO INC PO BOX 1121 ST PETERSBURG FL 33731 - 1121 LOWER, THOMAS II 820 PADUA LN CLEARWATER FL 33756 - 5533 ACKLEY, PAUL B ACKLEY, CATHERINE T 1285 BLUEBIRD CANYON DR LAGUNA BCH CA 92651 - 3002 HANGHOFER, ADELHEID 676 MANDALAY AVE CLEARWATER FL 33767 1562 MONZINGO, MICHELLE KLEIN, DIANE NAVE, FREDERIC 8500 CASCADE WAY # H NEWHOUSE, DAVID 827 PADUA LN BUNEA PARK CA 90621 - 1753 YORK VIEW CIR CLEARWATER FL 33756 - 5534 VISTA CA 92084 - 7625 POULIN, MARC F 0 701 POINSETTIA RD # 202 CLEARWATER FL 33756 - 7717 REGIS INN 2629 PROSPECT RD TAMPA FL 33629 - 5357 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 TACK & WARREN INC 806 PIERCE ST CLEARWATER FL 33756 - 5526 TACK & WARREN INC 806 PIERCE ST CLEARWATER FL 33756 - 5526 CHACONAS, LOUIS J 6 S MYRTLE AVE CLEARWATER FL 33756 - 5518 LUCKY, LOUIS INC 6 S MYRTLE AVE CLEARWATER FL 33756 - 5518 TONE 40 LTD 639 CLEVELAND ST CLEARWATER FL 33755 - 4173 TSAFATINOS, TERRY TSAFATINOS, DIMITRIOS T 667 SNUG IS CLEARWATER FL 33767 - 1830 CURRENT OWNER • 831 PADUA IN CLEARWATER FL 33756 - 5534 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 WARREN, GLENN T WARREN, DALE R 806 PIERCE ST CLEARWATER FL 33756 - 5526 TACK & WARREN INC 806 PIERCE ST CLEARWATER FL 33756 - 5526 CHURCH OF SCIENTOLOGY FLAG SVC 503 CLEVELAND ST CLEARWATER FL 33755 - 4007 WILDER CORP OF DELAWARE 3000 GULF TO BAY BLVD # 600 CLEARWATER FL 33759 - 4316 CASSANO, RAYMOND P 639 CLEVELAND ST CLEARWATER FL 33755 - 4173 TSAFATINOS, TERRY TSAFATINOS, DIMITRIOS T 667 SNUG ISL CLEARWATER FL 33767 - 1830 CLEARWATER STORAGE CO 2106 BISPHAM RD STE B SARASOTA FL 34231 - 5518 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 WARREN LTD 806 PIERCE ST CLEARWATER FL 33756 - 5526 LEE, WAYNE E 1690 LINWOOD DR CLEARWATER FL 33755 - 2348 LARES, PETER LARES, EMILY PO BOX 626 OZONA FL 34660 - 0626 PAYNE, RANDY J PAYNE, JOHN F JR 514 N MISSOURI AVE CLEARWATER FL 33755 - 4623 BITMAN, ALAN 12707 CORRAL RD TAMPA FL 33626 - 4405 TSAFATINOS, TERRY 667 SNUG IS CLEARWATER FL 33767 - 1830 HORNBLOWER PARTNERSHIP 2040 NE COACHMAN RD CLEARWATER FL 33765 - 2614 HORNBLOWER PARTNERSHIP BITMAN, ALAN CLEARWATER, CITY OF 2040 NE COACHMAN RD 645 CLEVELAND ST PO BOX 4748 CLEARWATER FL 33765 - 2614 CLEARWATER FL 33755 - 4104 CLEARWATER FL 33758 - 4748 CSX TRANSPORTATION INC 0 500 WATER ST JACKSONVILLE FL 32202 - 4423 MICROFILM SERVICES INC 10 N MYRTLE AVE CLEARWATER FL 33755 - 4533 TRICKEL, LILLIAN E 618 SNUG ISL CLEARWATER FL 33767 - 1827 SANTIAGO, ANGEL M SANTIAGO, MARILYN 704 LAURA ST CLEARWATER FL 33755 - 4140 BANK OF AMERICA PO BOX 2818 ALPHARETTA GA 30023 - 2818 STATION SQUARE LLC 639 CLEVELAND ST STE 310 CLEARWATER FL 33755 - 4188 CLEARWATER-GARDEN 0 TOWER OPERAT 330 GARFIELD ST SANTA FE NM 87501 - 2640 JAMGOCHIAN, DARWIN 921 LAKESIDE RD SOUTHBURY CT 06488 - 2506 TRICKEL, LILLIAN E 618 SNUG ISL CLEARWATER FL 33767 - 1827 MICROIMAGING SOURCE INC 10 N MYRTLE AVE CLEARWATER FL 33755 - 4533 USA POSTAL SERVICE 4000 DEKALB TECHNOLOGY PKY 550 ATLANTA GA 30340 - 2779 WILDER CORP DELAWARE 3000 GULF TO BAY BLVD STE 600 CLEARWATER FL 33759 - 4316 SCOTT MTG INC 1546 EL TAIR TRL CLEARWATER FL 33765 - 1815 TRICKEL, LILLIAN E 618 SNUG ISL CLEARWATER FL 33767 - 1827 MICROFILM SERVICES INC 10 N MYRTLE AVE CLEARWATER FL 33755 - 4533 STATION SQUARE LLC 639 CLEVELAND ST STE 310 CLEARWATER FL 33755 - 4188 Clearwater Neighborhood Coalition - - Sondra Kerr, President PO Box 8204 Clearwater, Fl 33758 701 Cleveland Street - FLS2006-03019 Scott Kurleman LL * CITY OF CLE*RWATER ° Clearwater 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 March 31, 2006 Eagle Fitness Center, Inc. 483 Mandalay Ave Suite 220 Clearwater, Fl 33767 RE: FLS2006-03019 -- 701 CLEVELAND ST -- Letter of Incompleteness Dear Eagle Fitness Center, Inc. : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-03019. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. Section E. Stormwater must be initialed. '--2?-,,Per section F. Need signed and sealed survey, tree survey, and parking demand study. ',Per section G. A site plan and site data table with all the requirements is needed. Per section I,scaled color elevations of all sides are required. Where is the parking and how many? Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by Noon, April 7, 2006. If you have any questions, please do not hesitate to contact me at 562-4567x2504 or Scott.Kurleman@myclearwater.com. Sincerely yours, Scott urleman Planner lI C70,11 e ? j 33 Lester offneompleteness - FLS2006-03019 - 701 CLEVELAND ST • Cwt I SC,V- C-a? 4A-)-Y 0 - 6??eD-OAO laa-bLA7 c- ?oj%? CITY OF CLEARWATER PLANNING DEPAR MENT 7Ea?' POST OFFICE Box 4748 CiLEARWATER, FLORIDA 337558-4748 u co USA POSTAL SERVICE 4000 DEKALB TECHNOLOGY PKY 550 ATLANTA GA 30340 - 2779 OR 1rv6 a _0 0 I U.S. POSTAGE ¢ !:r risair *s-7-?s- .va ?7 .??Ae - lidli11111111 iM11111111111fillllllli 1111111111'11lid1i11111 CITY OF CLEARWATER PLANNING DEPARTMENT Pose OmcE Box 4748 CLEARWATER, FLORIDA 33758-4748 RECEIVED MAY 01 2006 PlANMW DE M MEW CBYOF CLEMAM a SANTIAGO, ANGEL M SANTIAGO, MARILYN 704 LAURA ST CLEARWATER FL 33755 - 4140 'APR 18'06 .0 A p A 7B 6471 U. S. P0 STA0E SANT704 337553146 IN 4a 04/22/06 UNABLE TO FORWARD NO FORWARD ORDER ON FILE RETURN TO P05TMASTER :?:.?f"}#,,,. ?.'/t.' W M .- »••e n'•M• ... .» :'' -F•» •ti..a fiti3:i11111flolti!{Jit11s!Il t?!!li?tdlfttltl rtl t7 1 f 7 •! i ; b ''c%"% CITY OF CLEARWATER PLANNING DEPARTMENT :• ATERF?' POST OMCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 D E;Eyk APR 2aans 1 FDr PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER ely .?.. J tTo 18'0 6 BITMAN, ALAN 645 CLEVELAND ST CLEARWATER FL 33755 - 4104 E0.30® FD METER A 1126411 u•s. POSTAGE PARK645 337553060 1205 39 04/RO/06 FORWARD TIME EXP RTN TO SEND PARK JEWELERS 12233 W LINEBAUGH AVE TAMPA f'L 33626-1743 RETURN TO SENDER •:• C'••p.,ll•1.2: '7="C?"n'b. r:3 M! •i'«u.' !!?1!?!t1!1l3fil lFF)F??3?t4lli!!!!FI}}?I?F!!!F?f!F 1% CJ • 0Izon Haze For truest color epresentation, view chip in area 540B-4 and light where the color will be used. When applied, actual paint may differ slightly hip andsheen shown. IIII!I III II. II I9IIIIII I)III Premium Plus colors cannot be precisely matched in other paint systems. tMay require multiple coats. Use with a tinted primer for improved hiding. Pour une representation plus fidele des couleurs, voir les echantillons de couleurs dans I,endroit et sous la Riviera Blue lumiere ou la couleur sera utilisee. 5408-5 Une fois appliquee la peinture en question pours legerement varier de la couleur et du lustre I II I III I ( II II i I III I II de Nchantillon montre. ? Les couleurs Premium Plus ne peuvent pas etre obtenues avec precision en utilisant d-autres systemes de peinture. tPeut necessiter plusieurs couches. Utiliser avec un appret teinte pour un masquage ameliore. Para una representacion verdadera del color, observe la Sea Ridge muestra en Una area con luz donde el color sera usado. 540B-6 Cuando se aplique, la pintura puede diferir ligeramente I I de la muestra en el color y el brillo mostrados. III III I (IE II I I IIII II Los colores Premium Plus no pueden ser igualados ; exactamente con otros sistemas de pinturas. tPuede necesitar multiples capas. Uselo con un imprimador con color para una mejor cobertura. Available at: Royal Peacock D o 5408-7 D `>????11?,?? Ir????? ? it I II I I I ! I IIII,I II II 10 II 7004 ' - , ~FL.S o~oo~_ o3C~ ~q ~ ~ G~ 15 ~ I T _ _ DEVELOPER f ' h~G~ D~e~C~.Ip'TIQN , ~ ~L~~JLLANID STR~RT - ~TAT~ Rim CC , U (R/TY VARIES} THE WEST 25.00 FEET OF LOT 4, ALL OF Z LOT 5 AND ALL OF LOT 6, BLOCK 12, ~ o I -01-0040 "COULD AND EWINGS 1ST AND 2ND ADDITION W N TO CLEARWATER HARBOR, FLA. "ACCORDING Z ~ ~ TO THE PLAT THEREOF AS RECORDED IN W N M N -1-- - PLAT BOOK 1, PAGE 52, PUBLIC RECORDS U s ~ 595 R ~1R t OF' HILLSBOROUGH COUNTY, FLORIDA OF ~ Q L ~ ~~:,~~p~,~ ~ t ~ ~ WHICH PINELLAS COUNTY WAS FORMERLY A w ~ ~ N I110r?<8766 r~16rD~ , ~ ~ jl"s PART. ~ ~ r. k r~a ~ y H p2 ~ n yj ~ Q- Ic i3 ~ ~ 13 IH 15 36 17 IB 15 15 }v 'fir ry En ! I ~7'7c a Yx U E 0.5' CO C. CURB TO REMAIPJ 2 Icy ~O~I`~~)`, k ~ ~~i_ v,' - ~ _ x' lL ~ I ~ ~ ~ x t. IBS ~ I " ~~t N ~ . c ~ weep >~AUkA T~ ET LAI~~A a EX. TRAFIC EX. BRICK PAVER SSW TO REMAIN ~ ,~,,x _ - ~ ~ . ~Ri 4'~ul:. SIGNAL TO K . ~ - I , , REMAIN ; "I ~ r ~ 'ei ~ - - - N894354 E 81.00- - - - 2ta ~ ~ 6 a s ~ I s ~ ~ 2 53~~cP d 9 e ~ ' . A ~ . ~ ~ ~ I~O~D Z~N~ R T s P ~ e a « PR®J ECT F ~ ~ ~ 3 r~ x , .r ~a~ IN~'C~~'I~N I E CLEVELAND ~T~e ' ' ~ I' ,SITE ENGINEER OF RECORD. ~~~~~s rf~:, ~ ~ ~ ~ THIS PROPERTY APPEARS TO BE IN FLOOD III I ~ ` ' ~ ZONES "X", ACCORDING TO THE FLOOD ~j ~ I EX. ONE STORY . ~ 3 ~ ~ ~ ~n~~,•~' r ~ L~ ~ s ~ INSURANCE RATE MAP COMMUNITY PANEL Z ~ IJ I ~ i MASONRY N 7 13 T I° ~ ~ k~: NUMBER 12103C 0108 H. MAP REVISED d o H ~ I ~ 8 9 IO N r2 13 14 8 3 Iis IS I~ 3 IP 13 IB ,;^y ~iJf~~ ~,f BUILDING - ~ I Fr , j _ ~ [,SATE MARCH 17, 2005. PROVIDED BY THE W°"~ ~ e` .~~•~•.~s;~,,, I o ~•T #701 w f ~s J , - PARK ~T~EET s~~st~~nbpos ~~~lo ~ L~,~ ~ , i o / ; ~ ' ~ a FEDERAL EMERGENCY MANAGEMENT AGENCY. +<}~W~ N ~ ~ ~o. j,~; C m•m ii . 7, a 7,593 S.F. , ~a~ o _ o ~v~~ $ ~ ~ t Q I o o ~a 9 2 ~ S s r a l ~ ~ 5 B e , ~i o N ,r 9 ~ G ~ II i G7' IC 9 8 r 6 2 r 33 a f ~ _s ' fl` ;I • .L~ ~ I I I I I I I I ~ , q I w ~ ~I~. ~ ~Ily r ~ a ~a~UI~~Y I~~'~I~l~'~I~N oa Y a= ~ ~ .~•~a~~~~, - ' / F ~ ~ s ~ AREA TO BE- AREA TO ~ STREET I ; pIE~sEE ~T~EEi - d,s~~ -n , ,I. , , _ ~ ~ SURVEY a~ ~ ~ ~ a 3 =~~~~~X~ REN VATED _ I ' ' 0 REMAIN - ~ m ~ ~ ~ ~ ~ 1 IO 9 ~ I 2 3 d ;5 6 7 B ~ I~ ~ r . ~ s _ INFORMATION PROVIDED FROM a~ ~m ~ ~ j ~ I P 3-0 5 _ ~s.~ r I~~ P SOLID WASTE / / ~a'~-4 ~ ' _ ~ SIGNED 8c SEALED SURVEY BY: ~~~LL ~ ~ ~z'~~~:.''~ N~Z~ W = - z AREA (2 BLACK 7 ~ le IS w I I"~ II 14 g 10 9 7 ~ `,~~n: ~ ` U N - ~ Ig GUY D. HALE, P.L.S. FLA. LS No. 4626 WWI w BARR(EL) ~ 5 r1 . ` GUY HALE LAND SURVEYING a Y a 7 .~i y. , x I EY, RAM TO ~ ~ ' ~ r ~ ~ 1110 OVERCASH DRIVE SUITE C ~ N W ~ ~ U T~ 30° HEIGH SCREENING ' 'sJ'~~= ~~~t ~ ' r DUNEDIN FL 34698 I ~ HEDGE. (TYP) / / PH. 727-734-4266 a o EX. CONC. NEW LPG W W AREA TO BE LANDSCAPED LEGEND DATE OF SURVEY: JUNE 24, 2005 Date issued: 0~107~Z006 ~ ~ SIT PAD TO REMAIPJ N89'41'09"W 25,00' N SITE DATA Project Number: 06•~ $ REMOVE EX. Hfi A LE E) I ASPHALT & BASE EX, BUILDING TO EXISTING PROPOSED REQUIRED Designed by: KR IN PROPOSED 1HP i L ~ L BE RENOVATED ZONING; D D D Revised by: LANDSCAPED AREA ~ LAND USE; CBD CBD CBD i ~ NEW STOP SIGN ~ i EX. B I IN Drawn by: ~ INDOOR RECREATION/ pER SEC110N 2-902 I NEW 2' STOP ~ ~ ~ i U LD G TO a / 1 aAR , REMAIN USAGE; VACANT RETAIL SALES EX. ASPHALT / LOT AREA; (S.F.) 15, 713 15, 713 NJA ~l l~.1111 ~ G Revisions: " PAVEMENT TO BE I ~ EMOVED / i' - _ - - 30" HEIGHT _ - ACRES ~ i i i j SCREENING HEDGE .0,36 036 ti. No. Date Description_ _ - = - / BUILDING COVE 20'X20' SIGHT / i' / RAGE' NEW CONC. / VISIBILITY ~ WHEEL STOP ~ ~ ! ~ / ~S~ F, OF GROSS SITE) 7,593 7,593 N/A STUDY ~~C~'ION , 05/04/06 DRC COMMENTS TRIANGLE (TYP) ~ n,P U/ / / 48.3% 48,3% I y ( ) ~ j ~ NEW SOD GROSS FLOOR AREA S.F. ; ~ ) N / • 7,367 7,367 2 06/22/06 DRAINAGE COMMENTS m 6 / ~ ~ F~A.R,; 0.47 0,47 N/A ADDITIONAL SPACES ARE REQUIRED FOR 3 " NEW ASPHALT ~ / , FRONr, I { y PAVING THE SITE BASED ON USAGE. 4 1,023' 1,023' NA WITHIN 1,000 FT. OF THIS SITE, THERE 5 1° SET BACKS SIDE; y N ~ / ° y za 1 P ~ NEW LIGHT POLE REAR; ~ IS SHARED PARKING AT THE FOLLOWING 6.5' b.5' LOCATIONS: s ° ~m'~ EX. THREE (REMOVE PAVEMENT ~ y w STORY ; HEIGHT (FT); AND BASE, ° y COMMERCIAL i 15 15 30-50 ~ c BUILDING TO PAVED REPLACE W/SOD. ~ y a REMAIN ASPHALT S. F, ; 0 2,562 NSA 1 APPROX 250 SOUTH-WEST IS CITY s ~ ~ o VEHICULAR USE y y y y y y~ y o / SIGHT VISIBILITY 7,028 0 PARKIN GARAGE, AVAILABLE BEFORE s ° ~ / NEw LP ~ i N TRIANGLE AREA; ,U,A, GRAVEL S.F. ~7 y y y- y y- y ' W 5:00 AM AND AFTER 5:00 PM n y '~X. GR~'VEL y y IMPERVIOUS SURFACE RATIO; Z 12' I TTpp BE . 120 I 120 I 0.93 0,65 N/A WEEKDAYS, PLUS WEEKENDS. y RET~ovED y y OPEN SPACE; 1,092 5,558 NSA ~ PRELIMINARYSET I ~ y ~ ~ ~EPLAC~ y yl y ~ S.F. & % OF GROSS SITE i y ToP soil ~ y y ~ 1. NO STRUCTURE OR LANDSCAPE MAY BE INSTALLED ) 6.9% 35.4% 2. METERED PARKING ON BOTH SIDES OF MoD % / WHICH WILL OBSTRUCT VIEWS AT A LEVEL BETWEEN y ,y~ y y y y y i PARKING LOT INTERIOR LANDSCAPING; 'ING: 0 535 NIA 'CLEVELAND STREET TO THE NORTHWEST. ~ PERMITTINGSET 30"ABOVE GRADE AND 8' ABOVE GRADE WITHIN THE S, F, ~ % OF V, U.A. y y y y SIGHT DISTANCE TRIANGLE. 0 20,9% I J y ~y OUTDQOR y y~ y ExERC15E AREA PARKING; i y ~ y y y y HANDICAPPED; 0 b SEE BELOW NOTES: STATISTICS FROM THE ISLAND CONSTRUCTION SET `U W AREA T9' BE `Y `L 0 1 ESTATES CENTER HAVE 12~ OF ~ I 30" HEIGHT y y y- y y y INDI SCREENING SAD ED INDOOR REC. 3-5 PER 1,000 GFA 12-20 ;CUSTOMERS WALKING OR BIKING TO PARKING CALCULATIONS REU HEDGE ~ y y y y y y EX. RETAIL; 2-4 PER 1,000 GFA 7-14 i THE CENTER. Project Name ~ y y y y \y TO 13' TOTAL 19-34 ~REMAIfJ TOTS y y y y y / I EX. GTE y y y y ~ 1'-D° TO REMAIN ' EAGLE N89'43'54"E 056,00' EX. UTILITY POLE ? 30" HEIGHT I TO REMAIN SCREENING STANDARD PRE-PAINTED ~ HANDICAPPED SIGN SLANT MATERIAL SCHEDULE FITNESS HEDGE DISABLED PARKIPJG SIGN WHITE BDRD R ON 1/8' THICK SHEET SEE INDEX N0. 119 CENTER EX. RR SIGrIALEX. 0.5' ONC. CURB TO REMAIN & svMBDL ~ `0 ALUMINUM TO REMAIN BLUE BACKG OUND SYMBOL LEGEND BOTANICAL NAME COMMON NAME REMARKS QUANTITY I EX. VAULT EX. TRANSFORMER TO REMAIPJ TO REMAIN m 6" WIDE TR PARKING BY STRIPE (TYI BLACK BDRD R DISABLED STRIpIDE TYPICAIL BLUE ~ 5'~ PEE(T~ACAILI WHITE VB Viburnum sus ensum SANDANKWA VIBURNUM ~ ANT AT 81 & LETTERS- PERMIT ( ) / P P4LANTING,H36 O.C. Project Address JC ARJ[~ ~TR]E~T WHITE BACKGROUPJD ONLY - - - - - Jl~ - - - - - BLAGK BDRD R 255 FINE j soD 51' 70~ CLEVELAND ST. $ TR P.S. 318.14 WHITE BACK ROUPJD TRAFFIC WHITE ' ORIGINAL CLEARI~IATER ALL LETTERS z J 1" SERIES " " RECENED FL, 33755 2" HOT DIPPED GALVANIZED ~ C STANDARD WEIGHT STEEL PIPE c° JUN 23 P006 2'0~ II YJI \ I z-o~ bb'' ,•~p ~ ~ sp. PLANNING DEPARTMENT e":~ 5'_ ~ CITY OF CLEARWATER 5~_0„ Drawing Title III- a: '•a; -III - ~ I' , 8"k2' 6" CONCRETE MASS - FINISH TOP OF MASS LEVEL '~I~ _ _ N WITH A SLIGHT RAISED WASH - I I~ APPROXIMATELY 1/2" ABOVE - . h , - LEVEL OF TURF/SDD. a• i i a• 1~h~IC~'~ION No. SITEICIVIL .a •LJ .n~ PLAN 2" (TYPICAL) SCALE: ~ °'=20' m 12,_°" . • ,~~-D•• ~'~~~006-0019 a.. ~aTE, TE: pavement markings to be thermoplastic. Drawing Number I R R f~ I TYPICAL HANDICAPPED All pavement ma 20 0 10 20 40 SIGN DETAIL TYPICAL SE .OAL SINGLE N.T.S. CITY INDEX No. 119 1 OF 1 HARlDICAP N.T.S. CITY IN )ICAPPE STALL CITY INDEX No. 118 1 OF 2 _ _ _ C~ i i fSSUED FOR: ~0 TNT 0~ ~~~it ~4PCN11'~Cl' S fCN01~JL.~D~~, P1~~4N5 GDMP~.~' ~I1f~~ S~G~`fON I~~9 SOP 11 ~3~ M.P.N. ~-S~GQNQ l~l,~~, . ~6 25- YE,412 FI6Et2~LAS, SHINGLES 25- YEAR FlBERCsLA55 SFtINCsLES MieHAft F. SOFAREttI, ,1R: FLORInA. STATE BEARD ~ QF ARCHITECJURE REGISTRATION No:: AR Q0145.77 ' n TR115S SE~RII~ . - - - I ?2 TYPICAL CEMENTtTItx1S FINISH i , i SECOND FLOOR SIN.. r I3'-4' - _ - - _ - - - - - - - - - - - - - - - m - i fCA l TYPICAL TYP L s. . f-~Q _ ~ i'xl4' C TIT.f S N _ 1'x3` CEMENTITIDUS BAND z ~h,IEN OU. ,PA , D i ~~0 i TYPICAL ~ cerlENrtT.touS FINISH ~ o~ ~ j f FIRSV F{.W~ I o _ _ £sARAC~ Fl (J @'-9' 38'-PJ' N~LU rulo S1ORY ,4DDi?iON , 16 -7 1/4 i ~XISI'. 51'R~C~lR~ ~IYOND 0 a , Scale : 114 I o~ ~v c~ _a `n ~ ~ r~i TEAR ~ O ~I~GLASS _ ~ Q ~ X . SHINGLES ~ o ~ N. ~ o ~ ~U1~~ o . ~o Job -[6 °K o ~ _ U1--~o~~ ~ - w. . o o~ tA~o~'~~. - - - - - - o o _ o o ~ a ~ oho ~~cn~o° L - - - - - c~ oo _ _ _ 1'155 B1=ARINCz ~ ~ LL ~u:a o - - - - D 0 22'-4' ~ ea ~ a L Ott ~ w z ~ O 'd~~3 TY 1 P CAL I _~rx CEMENTITIQUS. . FINISH r~ m VENEER - ~ ' ~ ~ lC1A?CN EXISTJ i ~xI5r1N~ SECOND E1.OOR ~ STONE v~N~ER - I - - ~ 'v o a - - 0 00~~ - - 00 o 0 ~ ~o o~ ~~U a a _ o ~ ~ Re~isians: 7Yi'ICAI FINISH FINI51-! a aooo ~ f. CG R ~ 1' Boa ~Ii2S1' El.OOR ,t,. a 1=IN. ~ ~ Content: ~0 ~L)=Y~41'IONS U _ _ - - - - - - - - o - - - - ~ - - CsARA~s~ ~ ~ ~ I ~ FIhJ: E ~ _ ORIGINAL ~ zs'->; tn' ?s'-5112' ~ RECEIVED ~1u ~ ~7ORY ~ :1u ~ ;7~~ ADr~frroN d i i F~B ~ 9 2006 Filename: Q ~~'-8 >;~8' ~sc1ST.57RUC?URE PLANNING DEPARTMENT 1hc~LtUANEY CITY OF GLEARWATER -Date: . m li/~~%ID5 Proj. no. 05146 Sheet: o L NIE,LU I=R.CNIT S.LE\/AT 1 (fAS=r SMM) Sca le : 1/4' m 0 C. 1` f. t . .`h~ L ~j r 9. • EXIST. ELEVATION ~ i ` 3.d ~ R ~ ~ . !i: _ ~ - ~ NEW ELEVATION X10"p0 DEVELOPS ~ € ~m~m~~~~~~~ ~ T EXIST: STORM SEWER i i i . ~ DRIP LINE t c • E ST. 5E w.m~u:w.w. w.®<w:w:w:w ' : ,rah ~r; o XI SAN. WER ~ ~ ~ . , , . ,4 ~ . i n. / r r ) 'I . , r . ; : . 1 < v. . , ' \ , n) . •r t o ~ r v .arw wwr wrawww.. ' ......e e ,...,...d.~..............................t r i ; ti :p.'~ Y ; ~ ° € TEMP. SILT BARRIER : , ~~~~~~mdd~a ~ . o . i • ` ~...,,;.a> •~t.r~:•., ~ ~ 'WATER' METER WM ~j ~r~ p~ 1 .~.I VV ~~a~ 4~f ~f f , . ` ~ N89 54 E 81. D . ; , , . FIRE HYDRANT ASSEMBLY F.H,A. I ? ;:e• ~ ~ ~ "i ,c NEW POLE } ' v` i ~ ~ ' x . EX. BUILDING 'TO : BE .RENOVATED << i ~t.r.~y,i ~ ~4~ T ~ ~a~~ LU. ~-BN ~ . p „ I , , / j~~ as%' ~y/%i 3 ~ 1'Y • sopx GfiQ: c: :7%'i'3r ~ ~ EX. BUILDING TO REMAIN a ~i`' ; 7 ~I E. NE TY ~rl~~~~ , tis 6'&F1Hp ~ G. t p4 i:3 I{! ....5 ~Y S: .t Hi i! SCREENING HEDGE ~ s-•.-Y ~ , a x P Y~ i~sr, / ~ ~ ~ ~ , UiL~ • l'' i(! F..:Y ~ I I . ~ ~ ~ f I(ivur''.~3 ~ - ~ kk + J ~I. N~ W 11,6; B.~cll~~ i .Y Y/ n~ f ~ ~ • € I o _ .,a • NEW CONCRETE I € ~ • ~ ; i i ; O i W".. ..Y......, f; ~4 I O - I i, I i I ~ ~ :THE WEST 25.00 FEET OF ^ LOT 4 ALL . O . . ~I I I . NEW INTERIOR LANDSCAPE : ~ Y, ~ f t I : ' , / > ENGINEER qi= R~CORa ` _ ' % OF LOT 5 AND ALL OF LOT G, -BLOCK ` t ' 12, "COULD AND: SWINGS 1 S~' AND 2ND ' t~ ~ y NEW' SOD AREA T AREA T- ~ i•....f ADDITION TO=CLEARWATER HARBOR;::I'LA • , ' r j "'i 3 I v ' , ; , ACCORDING TO° THE .PLAT THEREOF'::. AS W . , RENOVATED. REMAIN - I • SLID WASTE ?"r.".._.",. t~,..:>w. ~ .u~;uria~ Ian / >If ~ p ~ © SIGHT VISIBILITY . w M ?=w i € ; ~ y~ ~ , s .Y<~ RECORDED IN PLAT BOOK 1, PAGE 52, p~ d . AREA ~ ~ N ~ z p €.r 4 t., I f~ 3 su . I€' t • • ` . # ' fl„ N ~ ~ PUBLIC RECORDS OF' :HILLSBOROUGH ~ M M ~ (2 BLACK BARRELS :I ~ r~:!'~~. TRIANGLE ~ ' A ~ j,,, 1 s: , I i ~ ~ ~ ' n• :f' vrs :a: ~ ~ .r 1. i I I a %p' i p p i ~'D' .G: • v'~ ' : , r"` : is pi:l`1"• I ( a s ~;''t - ~ ~ COUNTY FLORIDA OF WHICH PINELLAS. ~~~q ~l~ ~ ~ > ~ ~ ~ ~ III • . , ? w-p i i~ i. t v . L..,.: L;..:. ,v COUNTY WAS FORMERL`(A PART. ~ a~ ~ ~ N0 STRUCTURE. OR LANDSCAPE MAY BE INSTALLED € WHICH WILL OBSTRUCT VIEWS AT A .LEVEL Iv a H ~ r ~ ~ p ~ I ~ ~ q. o ~N ~ w'p. ~ ~7 ~ : o ~ . y ,t_ BETWEEN 30 ABOVE GRADE AND 8 ABOVE . ~ S u i".... 3 ' y~ ' ~ € R~afovE Eic: , :•:O• . GRADE WITHIN THE SIGHT DISTANCE .TRIANGLE. ` " ) 1. I r ' + € ASPHALT & l4ASE i is ~ ' , , ~ . P r u,~7..)w f yl J ;v . ~ Iv E an € ~ ~ IN-PRDPOS ~ - I E ~ ~ A NEw 26, cclV89'41 9 W 25.0 ~ •U, LP DRAINAGE .MANHOLE € ,I ~ LANDSCAPED:AREA ' ~'',~a ai:?"r ; i ~ I. .r , ~ F>.. EW N.C. ~ tL ~ fK c ~ RIER~E ~T~~~Y SIGN . ; ~ : . . vds 'i' ,.,Y.;• ~v ti's :N~ r... ' N cu s o .r ' ~ . -NEW ~ . ; SANITARY: MANHOLE _ ~ ~ ~ I• t : ~ ~ it TcH ~tls~. w! 'a~rRUO~o ~ IC ! p w ul r~ I a I• NEW' CURl31 i1SPHALT CU8 'r_ i'. i t; 0~ ~ , . THIS ,PROPERTY~APPEARS TO BE IN ~ N~: ~ ~ END i E ~ . ' Y STOP ~ ° ? t r- ' .SIGN Rf-f P POWER'. MANHOLE i ; ~ ' ( ) E%. AS HALT P I m~ ! 'C.' IS !ai I~,,; IS III li 3r f~ li Et ' f~. i ~ - FLOOD ZONES "X'?, ACCORDING TO THE . ~~U~ ~ ~ AVEtfENT TO 8E E £ >.,.yi e.., € ~t I • RI:~OYED REPLACED I . .:1,~,t, ( / '•;F ~ ~ ~ ~ ~ FLOOD II~LSURANCE RATE MAP N~ . i N 2 N ? N' NEw 'ASPifAI.T 9 ' % t ""i • • PHON ANHOL ' TELE E M I.. ' : Lww • ;STOP .OAR i AND. BASE . , ; : • • ~ . i ~ E . I:_._. E ` i/~ ~ :COMMUNITY PANEL NUMBER 121 Q~C f. ~ e4 . Wes,' , 010$ H. MAP REVISED DATE MARCH i 1•. sAw cur ~ ' ~ NEYJ coNC. HAND AUGER' BORING LOCATION p,~~ , '17, 2005:.. PROVIDED BY THE FEDERAL Date issued: ~?i2 8 WHEEL STOP ~ E _ NORTH ~ ~ a : i HA 9 N .20)(20 SIGHT 1: , m ~b ~ EMERGENCY. MANAGEMENT AGENCY. _ p. . V7SIBItEi`l 3 i N ; r. rotect Number: s TRIA GLE TYP .r; , ' ~ (V ~ , ' ~ ( ) , -NEw s" ~ ` .EXIST. TREE TO REMAIN Designed py: ' ~ y U ED ~ f ~ a i ~ Y A;iPHAhT CUB. € , i( J~ ' Revised by, - ; . • Drawn ~y: R ~ , I' € ` r• 4 , w ; : f8 ' ` ` iPAYEMFM AND Revisions . ; ; , < . _ . Cam'`) . g : I. • :BASE FOR` NEW ~ i -n S~T~ DATA . , .SURVEY .INFORMATION ' PR0~1DEf, PROM No,~ Date Description. :POND ~ e "~L:>:;?y i f4.. £X.'GRAVEL TD ~ lAND5CAPE. ` :CONSTRUCTION. 3 o I € ; NEW~~ HEIGHT , L. L--- AREA 1895, „ SE REIdOYED ? i !n € EXISTING PR®R®5ED REUiD` SIGNED 8e SEALED. SURVEY BY: t,: ! K: , N lP AND REP€ACE 1 ' I • ' SCREENING I i NG~. i aNl : i:v ~ wLrH Nhx r: I HEDGE,(TYP.) D D D GUY D. HALE, P:L.S. FLA. LS No. 4626 ~ o~Ic}~/o~ ~ aRe coM~n~NTS - Q ' I Lf~ ~ ASPLiAlr ANp LAND USE, . '.,t i ~ ASE .K, r.:.K. .:ti :K .X~: K: w"~A^K:v s 'v.: j 'i I 1 I • _CBD CBD CBD - GUY HALE LAND SURVEYLNG ` 2 obl12~o.~. ~RAINAGECOMMENrs. t Rive? .~V: Jx ,W:`R INDOORRECREATIONI: 1.110 ~VERCA5H DRIVE SUITE C ~ oi~~z7o~ swFwMasUBMlrrAl ; f : s ~ ,f,'a ~.D ~Nas"a•1 ~a • w z5.o USAGE; PER SECTION 2-902. VACANT RETAI~sa~ES DUNEDIN: F'L 3'4698 f, , ; I ,.,x, a . • . _ ~ HT I ; e ~ ~ E,~:;, soD LO AREA; (S.F.) 4 Q21~i4/47 CITY COMMENTS , . i ' , RB 5 1 i ' -R ~ • ' ` Ir~ovE Ex, ; ~ ; ' 14HP' a ~ ACMES- ....15;713..:~.. w_.::::~ i5 713 PH: 727--734-4266 :......~.v.......... N1A DATE OF SURVEY: JUNE' 2~, 2005 5 i i x~% iN \ I k € (:RAVEL FOR NEW i n ~ 23 ~ 13 0, 36 , .0.36 6 I ( v.. .'c POND ~ 4I ~ I LM ; BUILDING COVERAGE; ~ `:~`F ~ CONSI'RUC'ilON i .7,593 7,593' NSA; ~ { LM S, F; & /4 OF GROSS SITE ii i 48,3% 48:3% • : , Y ; , ~ ~ : I ~ NEW INr. a GROSS FLOOR AREA (SrFI); : r 7,367 7,367 ~ N/A e ~ ; ! I. " c I I IANasCAPE ~ I .D OHW it;' AREA.f66S.F F.A.R,: 0.47 0;47. s i is . ' - , , , , o y; r .t... : LM FRC?NT.. I • 'i w~-. t~ P.9~".._..., i~ '23,5 : ~ ~i I i € - 2.0' 2.0 -n,. • ,l ,F ~ P . „ SET BACKS I - •l - € ~ : ad SIDE. f S: ss3.y\.t ,fY,u?. ~t~. ~ r~. ?.Y ~i~/ I I ......:.,M EE , I~ 0 0 N/A PRE~iMINARY sEr 32.2' 16~ U i 1 1 . . ~ ~ . , IH ; i REAR. ~ • ~ , , 89 43 5 F E 55'AQ ~Fs ) i " , i. ~ 7 .;n'' ~ HEIGHT (FT)' f . ~ '1 \ ~ v - cruet': A3 ~ 1 15 15 30-50 PERMITTING SET ' . • I , ~ , ~ € B PAVED (S•F:~, 0 5,256 ADDITIONAL SPACES ARE REQUIRED FOR . NIA i <r i ~ € ; VEHICULAR USE. . • ' I Y ~ ~ ~w I ~ 1 ( AREA, ;U.A, GRAVEL. S.F, . CQt`lSTRUCTION SET - (S.F.J; 7,028 0 ; . - THE SITE: BASED..ON, USAGE: a i TC ~f.,.,q:4 I ; SOD a a • : WITHIN 1,000. ` FT. OF _TH15 SITE, THERE ' ~;a V~ ~ . IMPEC2V14US SURFACE RATIO.' . . ` 0,93 0;82 : N/A 1S 5HARED' PARKING AT -THE FOLLOWING. Permifivo. :i l ,'Z~':1~K `~l.T~?;~r. , yy` E• ~ OPEN :SPACE; 1,092 2,864 ...:....h.... (GO ; y.; : a (s7F. & % OF GROSS SITE N/A LOCATCONS: CITY 8CP2006-09615A b,9% 18.2% , I ; R ND APIN i . ID5CAPING 0 751 526 1 Y i F & ol,.. V ...,.o.... r, , S, , o QF......,U.A. 10/o0F V.U.A. APPROX. 250 SOUTH-WEST IS CITY: - A: • C ' i 4 :l' p I J , . ' i , ' , i' C : , n•• I € I ! BEES' 50 S F EQ' I PARKING . GARAGE, AVAILABLE-BEFORE . , . ` T (1h , : OF R NT,LANDSCAf . NT CANDSCAPEa... 1 4 4 5:00 AM AND AFTER 5;00 _PM : . ; . , x ` a- LANDSCAPE SHURBS: (50% REQ' GREENSPACE)..S.F:... , ~ ~ d ; ' ; S Acs) s.~: 0 280 263 WEEKDAYS,: PLUS 'WEEKENDS: Project Name y> t x. N i i r i _ . . 0 11 M. ~ M..,..... i f' r~. ` > lAND5CAPE i SEE BELOW 2. METERED PARKING ON :BOTH SIDES OF ~ ' 0 1 ~ , ° ,F ; HANDICAPPEQ, I t';r 1 i i i CLEVELAND STREET TQ 1'I~E NORTHWEST, SIT INDOOR f~EC 3 5 PER 1,000 GFA 12-20 ; s t; ;NEW 30 ! T ' < ° , , IH ~ Y PARKING CALCULATIONS HEIGHT ~ ~ c \4G)•. i , i • •i SCREENING RETAIL .2 4 PER 1;OOO:GFA..... ,......714 . ,i NOTES, STATISTICS .FROM THE ISLAND i ' H DGE - .eD di>x~`<v ka y~iv > .S~ r".>:,~';~; . . ? . , 1 . . . . TOTAL 19 34 .::ESTATES .CENTER HAVE 12% OF ~ Pro'ec - :1 fi Address lT ~ i E 1 : . : CUSTOMERS WALKING' OR E3IKING TO; . . , ~~T~ T ; :~...;r. _ , . P.L~, 0 23.s • , ~ , THE CENTER: ~ LE : ST° t.. s o . F r n, + , L I L ~ SAW CUT AND REMOVE EX. CUF;BING ANO r .,,N 43'5'"E .~9.Q'.., 89 56 L 'TER ` REPLACE WITH NEW: BASE AND ,4SPHALT r~,.'.~> ~ t I~;?~Ir~ -.:.i ~ ~ . > .r~-r. SYMBOL LEGEND BOTANICAi END 6QTANICAL NAME. COMMON NAM1= REMARKS QUANTITY L, AS REQUIRED: ' . REMOVE EX. GRAVEL/ASPHALT i~NO REPLACE: WITH NEW LANDSCAPE: `~-er. ~a~ .2•..,^1,ryR..f\;1 ,r, I I e ~c`"".•`" NEW 30" .4 ! CM Lagerstroer M Lagerstroemia ndica CREPE MYRTLE 8' HEIGHT`.'. ~ . i s•> ?z a :,a..t HEIGHT 2 CALIPER Drawing~Title REMOVE EX, GRAVEL ASPHALT ,AND ` SCREENING 3 _ I ~.°i LITI ,SITE REPLACE WITH NEW BASE'AND ASPHALT - .HEDGE RC Juni erus ; i ~ P „ 6'-8' HEIGHT.. Juniperus siiicona RED.CEDAR 3 2 CALIPER L : P . ^ : REMOVE EX,.GRAVEL FOR NEW . ~ ZT' P p - ' • rn (fiU' I~/1t!) ~ V9 ' Vibu um s~ RETENTION ,POND _ ~ ~ t 9 Viburnum suspensum SANflANKWA V19URNUM 18"-24° HEIGHP A7 . 129, ~ 42::CIVIL SITE PII ~ lT ,SIT PLANTING. 36"-0:C.. APE o SIT lT IL L E 14"-24"HEIGHT AT , 'I : Rhaphiolapis indiaa INDIAN HAWTHORNS - PlAN11NG. 2k° o.c: ' 89 ' , _ . :L L tMX. ~A"NAM tICIf.tR AT r ~ tl 7 v IM: tiriope ML Liri6pe muscari BIG. BLUE LILLY TURF ~ N(;. 2 O.C. 48 i.. hE1 Drawing um Gf- W DD St. Augustine y W SOD St. August 185 SY APIA ICATI""'N 20 0 10. 48 .20 eS 2 0 0" " 6 '0 3 ~ • DEVELOPER • .L , U ' , . W . N • . t- : . W ' m ~ • • • . ~ Q AL` ~/4~r TYPE S-3 . ' W 0 ~ R • , , ASPHALT OVER P' Z . ~ 1-1/4" TYPES-1 F-. 0•:~ . ` 1:'2 FINE ASPHALT.. ~ ~ LL,'.. ~ .U . EX. POWER VAULT • , . NEW. ' . W ~ • • ' TO REMAIN ARKING PVMT: E--- . ~ TOB EX: CURB ~TOB ~ . . 25.5. • ~ 25.5 • ~ W 6° LIMEROCK'BASE PER 'III;1111=IIU~1111=1111~IIII=illh~~ll^NIIJII_IIIi=1111.1111=111f ' . • ? • ~ DHW 25.4 • F.D.O:T,' 911 OR: CRUSHED • 'RECYCLED CONCRETE PER PA~VEi~ENT'SECTION . 2x4 OR 2.5 0 . ? i~` / \ • WOOD: 1.33L85: FT. ' / / ~ ~ F F.D.O,T: 204, LBR 100'MIN. AND ' 'I--•--6 .MAX,----?1 ' MIN, STEEL , ~ / / ~ ~ ~ p'. r flLTER FABRIC 1N . ~1 COMPACTED 'TO 98% MAX: bEN511Y N.T.S: SEE SPEC. Gt.2 • _ ' . • ENGINEER Oi' RECORD. ~ • • • CONFORMANCE WITH \ ~ ~ SEC. 985. F.D.4.T: ' - \ Q • ..12" 5TABILI2ED'.SUBBAS • ' S SPECS: OR' EQUAL ~ PB, .23.5 TO MINr4D' LB.R., AND 'COMPACTED TO MIN . 3 MIN. 18 `EXIST. I I GROUND ~ ~ I ICI--~ t= . 98%~ MAX: DENSITY ; . cv .PER AA5HT0 T-180 ~ ~ ~ ~ ~ ~ • f 2"L lam.,. o... • 20' PRINCIPLE;POST /W~ n ~ N • Ip: z GN ~ 0 ONAL . .,..POSITION .CANTED; V~zc y ~ M t7 p0 20' TOWdRD°FLOW N.T.S. POSE .ON U' flLTER• FABRIC ' : :.:zap. E 1 $ slLr • ...~W EX18T. Illl_IIIL=J 'llll_IIII~IILIIII_ GROUND • , . N~ • ~>g w. ~ o~~ . ~ 1O.z p~p•,,uWi" . STANGVtO"PRE-PNNIED 1/~-y'' ~ ttW.~1 ' . WDE TRIFFlC ltlliE OS~9LED. PaR14NC SCN fi ~ 4.W ' : W ~ ' . • ~ • ' S7RPE (11PICAL), ~ `NNRE EORDFyi ' . r ~ ON,1/8" THICK' SIIttT" ~ a ~ • : ~ SYNBOL -~yv ° !R al1JYINUTA O O ~ ~ E ~ ` ~ ~ ~ • g -a{ _ ~L • .SILT BARRIER. DETAI . EAST AVE. ' NaHdcaaPFD"sa . BUIE DACI(OROUND " . , 1iAr ,~11- n ~ n' o $ . N.T.S. • ~sEE wDtx Ra no ~ fi , 0 . . PARKING 8Y" ~ W • ~ ~ EX. CURB 2 2 fu>s?I BlaCK BORDER": DISABkED ~ , ,7 ~ ~ u"G. , ~ : ' Z' ~ ' k LERERS ~ PERMIT. ~ ~ a G: , • ~ a ' 10 MIDE" txuT~ BWE H1tRE e,AKCROUND" " . , v/ U W a - o W., ~'t, ONLY. . NEW • PARKING • BUCK BORDER", =255. flNE ~ ' : ~ ~ U' 3 'a . ~ ~ ' PVMT; WHIfE 64iifGROUND "F.S: 318.14 N V z TOB _ 6 25.5 `l N V 1R~FPIC WHDE ~ , b w 25.5. 0 . . ' ~ ~ DHW •25.0 - . , 6~ 2' ROT DIPPED GIIVANlhp • , q ~ • ` t sraHD,wD wraaHr scar PIPE. Date issuedc . 04'~ I ~~~OV • ~ ~ ~ ~ \i • ~ • • \ , n I' I Project Number: ~',Q6•~1$ . . . ,KR ':aye + •'Designed'by: . ' • . . . 4th, Qrop• at :Drives . . ,i. ' . ~ ~ n°,1 hri: L~ I` e~: x-D~~carcRt.TE FND:: ' :1 ~ • + TDP oP PHD t~s : 'Revised by ~ . I wm? a sua+r RauEC wash . ~ . • :75 ~r.. ~ aPPROwwmr,/z~aDDYE ~'prawnb • ~ h g tE~a. of TuRP/SOD, y' ~.RFj.. Wearin Surface ' , ' ~.•1 1 b• S- _ NOTE o . _ S TION B-Ia `All pay • ~ • . Revisions' . • NOTE:. • . . EC • 3 rn ~ c N `Ail pavement' markingD to. be tharmopicetlc : No. Date Description• a NOTESt • o ~ N.T.S. . , fi a a-- ~ . ~ 8ase TYPICAL SINGLE ~ TYPICAL`.HANDICAPPEp:` o~/oa~o6 . ~DRC.coMM~rirs~ • , . . 1. WHEN REMO1IlNG .EXISTING CURB ~ HANDICAPPED:ST,ALL ~ SIGN DETAIL , . ' THE CURB :SHALL BE SAW-C.UT ~ Y- . , ~ N. N.T.S• CITY INDEX ~ 11,8 '1 OF 2 • N.T.S. _ CITY INDEX 11,9 1 OF 1 2•'; Ob122/O6•: DRAINAGE COMMENTS ~ ; ~Com acted. ~ • 'AT NEAREST CONTRACTION ~ • R , SGb rode..., . • • JOINT : AN17.~ FULL .SECTION, OF" : ' ~ ' 3 Al/12107 SWEWMD:SUSMIJ7AL , CURB• REPLACEp.: • . : ' . ' ' ' 4, 02/08/07 CfCY.COMMENTS' . , ~ 2. INSTALL EXPANSION 'JOINTS AT • • ~ - -,r: ' - ; ; 5.. 02/14/07 , CCfY;COMMENTS'. . • : 50'' .INTERVALS; •%CONTRACTION ~ - JOINTS AT 10 ~ INTERVALS.. , . . 2 „ • ~ HT CURB L BE 3400 PSL 18 CONCRETE CURB . STRAIG 3•: CONCRETE SNAL , • 6 , . .a d 8 • ~ 4, ' ' ~ :9 ' 1 .a • ' ~ ~ PRELIMINARY SET , . ~ ~ ~ ~ ' . EDGE. OF PAVEMENT . . DING DETAIL . cuRB EIS . ~ ~ ~ ~ N.T.S. ~ ' . . ' ~ : ~ PERMITTING SET • ' 4` . GROUT TOP OF HOIf:.. ..6.' LONG `PRECAST ` ~ ~ . ~ CONSTRUCTION`SET • CONCRETE WHEEL' ~ , . . , . NEW' LANDSCAPE AREA . . STOP W/HOLE TO: • Z-t/2" • ACCEPT• #6' t6 FOR ' A SNUG.:FIT, 8" , . : 1 ;RADIUS ) • ' 7 • " FROM EACH END . • Permit No. , • tl ' ' EXTRUDED ASPHALT CURB. : 5 ~ : 2-#5,:'¢ DRNEN • , EXISL SURFACE ~ ."'CITY ' BCP2006-09.645A .:PLACE SOD 1/2 • . • PAVEMENT . . • THROUGH WHEEL ~ ~ , STOP T0. COMPACTEt`.. • ~ ' B L .SUBBASE ~ SAW .CUT. EXiST:• ' • EDGE. OF PAVEMENT ~t I~ ~ EX. PAVING & BASE... ~ • NEW ASPHALT FIN. GRADE : PRIOR 5-12" ~ r. • AND BASE . ..:,4 . .NEW PAVING TO 50 DI 2' 'NEW SURFACE -Project Name • . 2' 6 • ~ ' D I AGE EX::BASE • ~ . ~ :at°i?%'?t$:'i"%ritildtl. ;r''+ ;'fi;i'' 'ti>r~?skr~i ~{y.:Lyi'?~i{r ~ ~ ~ //A11V//AU EAGLE , ~ EXIST. BASE . II .III-III-II • ~IIII_mCilN~ul~lu a = ; ,I i•i iii=E n=i ~ ~ = i i_•_,~=i i ICI : ~ ~ New BAS~~ ~ FITN ESS ~ ; , • • ~ ~ ual_ua , . . . . . ~ I ~ ~ ~ COMPACTED ; . ~IIII~NI II _1111=q11 ' S 0 0 ....o. o ,v COMPACTED. GROUND SUBBASE NEW' UBBA5E Tc • • I_I ; NOl'E:.... ~ ~ :CEN.I GI~ : . • . LocATE wHEEL STOP - ' PAVEMENT TRANS.1Ti0N.. DETAIL ' 2-1/2' .FROM' EDGE • ASPHALTIC :C.O.NCRETE . PLACEME 0 . • . ~ :SHALL BE SAW-CUT: • OF 'PAVEMENT .TO N.rs,. Project Address .REMOVE. A5 REQ D ~ • E IN SO ATP 1 BEH D TO • CENTER OF WHEEL STOP. PI:ANTING . •.LO.CATION~ . 'UVHEEL: STOP DET,AIL~ ~ ~ . ' 7Q'I CLEVELAND ST~ • . . UVHEE! ~.rr~~ . CURB . . • . U ED• . D I~R . , ~ • • N.TS. . N.TS•; N.T•s• L AR'~VATER' . NOTES, . :.WITH EMULSIFIED . ~ .Drawing'rtle ' • 1. BON[? CURB TO. PAVEMENT . • ASPHALT •RS-2 ,(MARIANf ASPHALT CO, OR • EQUAt,) . . . . ' S1TEIbETAI L ; ' : . . ' • .PLAN... Lfl%AYVIIJ,4 Illil 1 IL~Wl r„