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FLS2006-02014
..arwater U Planning *rrient 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone 727-562 4 56 7 Fax: 727-562-4865 SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets Of site plans ? SUBMIT APPLICATION FEE C) C?o DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: EAST: NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED ( PPLICA IONS PI SITE PLAN SETS) WeC FLEXIBLE PLICAT ION Comprehens>tve rnTynny-pr OJ t (Revised 02-02-2006) --PLEASE TYPE OR PRINT. A- APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: MAILING ADDRESS: 4 PHONE NUMBER: _'T GrZ 2 FAX NUMBER: sag o ERTY OWNER S) (Must include AL^L?owners a?sy listed on the /?deed - provide original signature(s) on page 6): PUM6 AGENT NAME: rn t ??a e? L?J MAILING ADDRESS: PHONE NUMBER: (O p(d pC FAX NUMBER: CELL NUMBER: __ Q?? 909 3 E-MAIL ADDRESS: ?p LIA Yt 101 kkG p l Q.moahaw r (`, C M I '1 '4 'P B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) STREET ADDRESS of subject site. lC___????? ?L LEGAL DESCRIPTION (if not listed here, please note the location of this document in the submittal): Se-e. CLkA7Q_CV\_e_J1 PARCEL NUMBER: LL)?7S??T a >nC (?j Q ?p C-L PARCEL SIZE (Acreage and Square Footage): - o[ / I PROPOSED USE(S), SIZE(S) AND VALUE OF PROJECT (Number of dwelling units, hotel rooms or square footage of nonresidential use): DESCRIPTION OF REQUEST: Attach sheets and be specific when identifying the request (incwae all requested code deviations: e.g reduction in required number of parking spaces, specific use, etc.) Page 1 of 7 - Flexible Development Comprehensive Infill Application 2006- City of Clearwater I DOES THIS APPLICATION INVOLVE THEIWFANSFER OF DEVELOPMENT RIGHTS (TDR), AW?EVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES NO X (if yes, attach a copy of the applicable documents). I C. PROOF OF OWNERSHIP: (Code Section 4-202.A5) ? SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) 1/fi n ?t1 ? i O n \r.,- n k r-, C i a rl. 1"V% ., o f'1,rTllzn. I - n r) . / i 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 Aarmony with the scale, bulk, efage, density and character of adjacent properties in which it is located. f 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. Sce, dd?lnd? .wy? 4. The proposed development is designed to minimize traffic congestion. See- A jd e-nd Lwa A 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. AA un? ?A ? Provide complete responses to the ten (10) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA (as applicable)'- Explain how each criteria is achieved in detail: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, intensity and development standards. Page 2 of 7 - Flexible Development Comprehensive Infill Application 2006- City of Clearwater 2. The development of the parcel proposed for development as a comprehensive infill redevelopment project or residential infill project will not reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.) _ A 3. The uses within the comprehensive infill redevelopment project are otherwise permitted in the City of Clearwater. 4. The uses or mix of use within the comprehensive infill redevelopment project are compatible with adjacent land uses. 5. 6. A &d ej/ l_a ,l Y ? H The development of the parcel proposed for development as a comprehensive infill redevelopment.project will upgrade the immediate vicinity of the parcel proposed for development. L The design of the proposed comprehensive infill redevelopment project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. SPA Ad Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. _ 0_&A_ drum 6) 8. Adequate off-street parking in the immediate vicinity according to the shared parking formula in Division 14 of Article 3 will be available to avoid on-street parking in the immediate vicinity of parcel proposed for development. 9. The design of all buildings complies with the Tourist District or Downtown District design guidelines in Division 5 of Article 3 (as applicable). Use separate sheets as necessary. Page 3 of 7 - Flexible Development Comprehensive Infill Application 2006- City of Clearwater E. STORMWATER PLAN SUBMIOL REQUIREMENTS: (City of Clearw* 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. 0 At a minimum, the STORMWATER PLAN shall include the following: - Existing topography extending 50 feet beyond all property lines; - Proposed grading including finished floor elevations of all structures; - All adjacent streets and municipal storm systems; _ Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; _ A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. Signature and seal of Florida Registered Professional Engineer on all plans and calculations. 0 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 p Acknowledgement of stormwater plan requirements (Applicant must initial one of the following): Stormwater plan as noted above is included 126- Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. See- o (Ve-,qd u,4, 8 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) IGNED AND SEALED SURVEY (including legal description of property) - One original and 14 copies; ?REE 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; l1 LOCATION MAP OF THE PROPERTY; t4 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; Sdo a CA. C1 d G? C1 V 04 l,Y/ GRADING PLAN, as applicable; l3 PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ZCOPY OF RECORDED PLAT, as applicable; G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) E 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; _i Location map; Index sheet referencing individual sheets included in package; i' Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; o" All existing and proposed points of access; / All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements, i Location of all street rights-of-way within and adjacent to the site, Page 4 of 7 - Flexible Development Comprehensive Infill Application 21JUb- Lity or uiearwarei /Location of existing public and p utilities, including fire hydrants, storm and sanita?wer lines, manholes and lift stations, gas anc water lines; All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening (per Section 3-201(D)(i) and Index #701); Location of all landscape material; Location of all onsite and offsite storm-water management facilities; ?? Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. 2/1SITE 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; _Z 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; 1 Official records book and page numbers of all existing utility easement; 1 Building and structure heights; -*' Impermeable surface ratio (I.S.R.); and / Floor area ratio (F.A.R.) for all nonresidential uses. t" REDUCED SITE PLAN to scale (8 1/2 X 11) and color rendering if possible;. a-'FOR DEVELOPMENTS OVER ONE ACRE, provide. the following additional information on site plan: IVA One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All, open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; Tree Inventory; prepared by a "certified arborisr, 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) 13 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; /T_-'r Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and / percentage covered; Ad .e-onditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. I' REDUCED LANDSCAPE PLAN to scale (8 '/2 X 11) (color rendering if possible); ? IRRIGATION PLAN (required for level two and three approval): ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. Page 5 of 7 - Flexible Development Comprehensive Infill Application 2006- City of Clearwater BUILDING ELEVATION PLAN S ITTAL REQUIREMENTS: (Section 4- 23) Required in the event the application inclu es a development where design standards are in issu- e.g. Tourist and Downtown Districts) or as part of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. Z BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials; and a- REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8 % X 11) (black and white and color rendering, if possible) as required. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) ^J,4 ? All EXISTING freestanding and attached signs. Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain; ? All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals); ? Comprehensive Sign Program application, as applicable (separate application and fee required); and ? Reduced signage proposal (8'/2 X 11) (color), if submitting Comprehensive Sign Program application. K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) ? Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801.C. of the Community Development Code for exceptions to this requirement. ? Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): ` Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. 11re--Traffic impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN. THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. L. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City. representatives to visit and photograph the property described in this application. Signatu?r//e%f property owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS Sw m to and subscribed before me this 4_ day of tM! M! _ A. D. 20 C& to me and/or by who is personally known has as 1 k t z 0 0'9- Notary Public - State of Flodda MyCorm*donB0uMW 11,2008 Commisslon * DD310012 Bonded by NatlonalNotary Assn. Page 6 of 7 - Flexible Development Comprehensive Infill Application 2006- City of Clearwater AFFIDAVIT TO AUTHORIZE AGENJ 1. S-rQ/Ji5- PLUMAijL4 t-.. A-P I A i P (Names of all property owners on deed - please PRINT full names) 2. That (I am/we are) the owner(s) and record title holder(s)of the following described property (address or general location): 3. That this property constitutes the?pkoperty for which a request for a: (describe request) S 4. That the undersigned (has/have) appointed and - , _ ? i [ as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; That (I/we), the undersigned authority, hereby certify that the foregoing is true and correct. Property Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Tore me the undersigned, an officer duly commissioned by th law0" ? -State of Florida, on this day of 6 , ZO personally appeared u? ? . who having been first duly sworn Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. ?qY PV EDITH R. BWRE Notary Public - State of Florido ti • _WCarrr*con8q esMoy11,2006 Commission # DD310012 aF ^`O Bon[fed by National Notary Assn. My Commi Sllllo? Nota Publi SAPlanning DepartmentlApplication Fonnsldevelopment revieMflexible development comprehensive infill application 2006.doc Page 7 of 7 - Flexible Development Comprehensive Infll Application 2006- City of Clearwater ODENDUM - A PAGE, 1 SECTION B: PROPOSED DEVELOPMENT INFORMATION PROPOSED USE, SIZE AND VALUE OF PROJECT THE PROJECT WILL BE THE HEADQUARTERS OF STONE PLUMBING & GAS INC. A FULL SERVICE PLUMBING BUSINESS. WE WILL BE USING 1650 SQ.FT. AS OFFICE AND SALES SPACE, 850 SQ.FT. FOR LIGHT ASSEMBLY AND FABRICATION WORK AREA AND 1500 SQ.FT. AS STORAGE FOR SERVICE PLUMBING SUPPLIES AND STOCK FOR RETAIL SALE. PURCHASE PRICE, $300,000.00, ESTIMATED COMPLETED VALUE $450.000.00 - $500,000.00. DESCRIPTION OF REQUEST: THE DEVELOPER OF THIS SITE IS THE OWNER OF STONE PLUMBING & GAS, INC. 1686 N. HERCULES AVE. THE PROPERTY WILL BE PURCHASED TO USE AS OFFICES, SALES COUNTER AND STORAGE/WORK AREA FOR STONE PLUMBING & GAS, INC. THE REASON FOR THE NEED TO RE-DEVELOP THE PROPERTY AT 1312 OVERLEA ST. IS WITH THE CONTINUED RAPID GROWTH OF OUR BUSINESS IN THE PAST TWO YEARS AND PROJECTED GROWTH OF STONE PLUMBING & GAS, INC WE HAVE FOUND THE NEED TO PURCHASE PROPERTY THAT WILL BE SUITABLE FOR OUR CURRENT AS WELL AS FUTURE NEEDS. WE ARE REQUESTING A LEVEL ONE CHANGE OF THE USAGE CODE TO OFFICES WITH RETAIL SALES AND SERVICE. AS PER: COMMERCIAL DEVELOPMENT CODE SECTIONS 2-703 FLEXIBLE STANDARD DEVELOPMENT, FLEXIBILITY CRITERIA: I- OFFICES R- RETAIL SALES AND SERVICE. THE EXISTING BUILDING MEETS ALL SETBACK, HEIGHT AND LOT WIDTH REQUIREMENTS WITH THE EXCEPTION OF THE FRONT SETBACK. OFF STREET PARKING WILL BE UPGRADED TO MEET CURRENT CODE FOR PROPOSED USE. SECTION D: WRITTEN SUBMITTAL REQUIREMENTS 1. THE PROPERTY IS CURRENTLY ZONED "C" AND CONFORMS WITH FAR.55 ISR.90. THE PROPOSED PROJECT WILL BE IN HARMONY WITH THE ADJACENT PROPERTIES. TO THE NORTH ARE 2 VACANT LOTS INCLUDED IN OUR PURCHASE OF 1312 OVERLEA THAT WE EVENTUALLY PLAN TO EXPAND ONTO. TO THE SOUTH, ACROSS OVERLEA ST. ARE SINGLE FAMILY HOMES. TO THE EAST ARE SINGLE FAMILY HOMES. TO THE WEST IS A COMMERCIAL RETAIL STRIP STORE. FOOTPRINT OF EXISTING BUILDING WILL NOT CHANGE. THERE WILL BE 1520 SQ.FT OF GREEN SPACE ADDED WITH THE PROPOSED PROJECT THAT WILL CONFORM TO CURRENT CODE REQUIREMENTS. 2. THE CURRENT CONDITION OF THE SITE IS DEPLORABLE AND THE PROPOSED PROJECT IS A WELCOMED IMPROVEMENT IN THE EYES OF THE ADJACENT NEIGHBORS. BY ESTABLISHING GREEN SPACES, ADDING LANDSCAPING AND UPGRADING THE APPEARANCE OF THE EXISTING STRUCTURE THIS DEVELOPMENT WILL INCREASE THE VALUE OF THE ADJACENT PROPERTIES IF, ON ITS OWN, HAS ANY EFFECT AT ALL. • 0 ADDENDUM - A PAGE, 2 3. NOTHING PROPOSED AS PART OF THIS PROJECT WILL ADVERSELY IMPACT THE HEALTH AND SAFETY OF THE ADJACENT NEIGHBORHOOD OR ITS RESIDENTS. PROPOSED ACCESS, LANDSCAPING AND GREENSPACES SHOULD RESULT IN HEALTH AND SAFETY IMPROVEMENTS. THE PREVIOUS USE OF THE BUILDING WAS AN AUTO REPAIR SHOP; THE PROPOSED USE WILL CAUSE FAR LESS DISRUPTION, CONGESTION AND TRAFFIC. THE BUILDING HAS BEEN ABANDONED FOR SOME TIME. THE FACT IT WILL NOW BE OCCUPIED AND MAINTAINED WILL BE A VAST IMPROVEMENT. THE RENOVATED FACADE WILL INCLUDE WINDOWS PROVIDING ADDITIONAL "EYES ON THE STREET" OFFERING IMPROVED NEIGHBORHOOD SAFETY. 4. THE PROJECT PROVIDES FOR AN IMPROVED DEFINED ACCESS DRIVEWAY, WITH FUTURE DRIVE THROUGH TO SPRINGDALE ST. WITH SAFE RESIDENTIAL, OFFICE, FIRE AND SOLID WASTE TRAFFIC ACCESSIBILITY. WE WILL PROVIDE A CROSS ACCESS EASEMENT BRIDGING THE PROPERTIES FROM OVERLEA TO SPRINGDALE. 5. THE PROPOSED DEVELOPMENT SITE IMPROVEMENTS COMBINED WITH THE UPGRADING OF THE EXISTING BUILDING WILL BE IN KEEPING WITH THE CHARACTER OF THE AREA AND COMPLIMENT THE ADJACENT PROPERTIES. THE LOW PROFILE AND NEUTRAL COLORS WILL ALLOW THE RENOVATED BUILDING TO BLEND INTO THE NEIGHBORHOOD. TO THE NORTH, ACROSS SPRINGDALE ST., TO THE SOUTH, ACROSS OVERLEA ST. AND TO THE EAST ARE SINGLE FAMILY HOMES. TO THE WEST, SOUTH WEST AND NORTH WEST ARE COMMERCIAL BUILDINGS, INCLUDING A RETAIL STRIP STORE, GAS STATION, AUTO MECHANIC AND OTI-fE-R BUSINESSES. 6. THE PROPOSED EXTERIOR DESIGN WILL VASTLY IMPROVE THE APPEARANCE OF THE BUILDING. WE WILL BE USING NEW CONSISTENT FINISHES THAT WILL BLEND IN WITH SURROUNDING BUILDINGS (SEE ELEVATION DRAWINGS) LOT IMPROVEMENTS WILL INCLUDE LANDSCAPING AND RESURFACING OF PARKING AREA. THE BUSINESS WILL OPERATE DURING DAYTIME HOURS ONLY FOR ALL PRACTICAL PURPOSES. EP cP ® PHONE: (727) 524-1905 Ilr FAx: (727) 524-1299 CELL: (727) 742-9664 JASON ANTONELLI REPRESENTING FRED S. CARDWELL, PE, PLS 1000 S. BELCHER RD, BLDG A UNIT 11 LARGO, FLORIDA 33771 • ADDENDUM - A is PAGE, 3 COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA: WITHOUT THE FLEXIBILITY STANDARDS BEING APPROVED FOR THE SPECIFIC USE OF OFFICES WITH RETAIL SALES AND SERVICES THIS PROJECT WOULD NOT BE FEASIBLE. USE OF THIS BUILDING WILL BE TO RUN THE DAY TO DAY BUSINESS OF STONE PLUMBING & GAS INC., OFFER LIMITED RETAIL SALES OF PLUMBING SUPPLIES AND FIXTURES, STORE MATERIAL FOR AND STAGE DAILY SERVICE AND REPAIR WORK FOR FOUR SERVICE TRUCKS. THIS BENEFICIAL RE-USE OF THIS BUILDING WILL BE ADVANTAGEOUS TO THE ENTIRE COMMUNITY; IT WILL BE AN ATTRACTIVE, MAINTAINED BUILDING. THERE WILL BE NO LANDFILL USE FROM TEARING IT DOWN TO RE-BUILD, AVOIDING ALL OF THE ENVIRONMENTAL AND TRAFFIC DISRUPTIONS INVOLVED IN SUCH A PROJECT. 2. THE CURRENT MARKET VALUE OF THE PROPERTY IS $300,000.00. WITH THE PROPOSED IMPROVEMENTS THE PROPERTY VALUE COULD ONLY INCREASE. THIS WILL ONLY ADD VALUE TO THE ABUTTING PROPERTIES WITH IMPROVED APPEARANCE AND LANDSCAPING. THE CURRENT CONDITION OF THE PROPERTY IS AN EYE SORE AND UN-SAFE DUE TO DEBRIS AND ABANDONED TRACTOR TRAILER LEFT ON THE SITE. (THE SELLER, AT OUR REQUEST, RECENTLY REMOVED A TREMENDOUS AMOUNT OF TRASH AND DEBRIS FROM THE BUILDING LOT AND THE LOTS TO THE NORTH) THE BUILDING IS CURRENTLY PAINTED PURPLE AND GREEN AND IN A RUNDOWN CONDITION. IF OUR IMPROVEMENTS ARE APPROVED THE BUILDING WILL BE OCCUPIED AND MAINTAINED ON AN ONGOING BASIS. 3. THE PROPOSED OFFICE WITH RETAIL SALES AND SERVICE IS PERMITTED ELSEWHERE IN THE CITY OF CLEARWATER AS PER: COMMERCIAL DEVELOPMENT CODE SECTION 2-703 FLEXIBLE STANDARD DEVELOPMENT, FLEXIBILITY CRITERIA: I- OFFICES, R- RETAIL SALES AND SERVICE 4. THE PROPOSED PROJECT IS COMPATABLE WITH ADJACENT USES OF RETAIL SPACE AND WILL BE IN HARMONY WITH THE RESIDENTIAL AREA. THE LOW PROFILE AND NEUTRAL COLORS WILL ALLOW THE RENOVATED BUILDING TO EASILY BLEND INTO THE NEIGHBORHOOD. TO THE NORTH, ACROSS SPRINGDALE ST., TO THE SOUTH, ACROSS OVERLEA ST. AND TO THE EAST ARE SINGLE FAMILY HOMES. TO THE WEST, SOUTH WEST AND NORTH WEST ARE COMMERCIAL BUILDINGS, INCLUDING A RETAIL STRIP STORE, GAS STATION, AUTO MECHANIC AND OTHER BUSINESSES. • ADDENDUM - A PAGE, 4 5. RE- DEVELOPMENT OF THE SUBJECT PROPERTY IS IN CLOSE ACCORD WITH THE CITY OF CLEARWATER'S LAND DEVELOPMENT CODE AND WILL CONTINUE TO UPGRADE THE AREA. BENEFICIAL RE-USE OF THIS BUILDING WILL BE ADVANTAGEOUS TO THE ENTIRE COMMUNITY; IT WILL BE AN ATTRACTIVE, MAINTAINED BUILDING. THERE WILL BE NO LANDFILL USE FROM TEARING IT DOWN TO RE-BUILD. AVOIDING ALL OF THE ENVIRONMENTAL AND TRAFFIC DISRUPTIONS INVOLVED IN SUCH A PROJECT. 6. THE IMPROVEMENTS PROPOSED ARE IN KEEPING WITH THE CITY OF CLEARWATER'S DESIRE TO UPGRADE EXISTING PROPERTIES. A PLUMBING BUSINESS PROVIDES A CRITICAL SERVICE TO AREA RESIDENTS AND BUSINESSES. THE COMPLETED DEVELOPMENT WILL BE A MORE VISUALLY APPEALING PROPERTY RATHER THAN THE EYESORE THAT IT IS TODAY. THE LOW PROFILE AND NEUTRAL COLORS WILL ALLOW THE RENOVATED BUILDING TO EASILY BLEND INTO THE NEIGHBORHOOD, PLEASE SEE ATTACHED ELEVATION DRAWINGS. THE PROJECT PROVIDES UP- TO- DATE DEVELOPMENT WHICH WILL BENEFIT THE COMMUNITY CHARACTER AND PROPERTY VALUES ABOVE AND BEYOND THE REQUESTED FLEXIBILITY TO SPECIFIC DEVELOPMENT STANDARDS. BY ESTABLISHING GREEN SPACES, ADDING LANDSCAPING AND IMPROVING DRAINAGE BY INCREASING THE PERVIOUS SURFACE AREA. UPGRADING THE APPEARANCE OF THE EXISTING STRUCTURE BY MAINTAINING THE LOW PROFILE AND PAINTING IN NEUTRAL COLORS THIS DEVELOPMENT CAN ONLY BE OF BENEFIT TO THE COMMUNITY. 8. THERE WILL BE AMPLE PARKING PROVIDED FOR PROPOSED CHANGE IN USE. PARKING REQUIREMENTS FOR RETAIL/SALES/SERVICE 1500 SQFT OF OFFICE AREA 3 SPACES PER 1000 SQFT 1500/1000 = 1.5 x 3 = 4.5 SPACES 850 SQFT OF LIGHT ASSEMBLY AREA 4 SPACES PER 1000 SQFT 850/1000 =.85 x 4 = 3.4 SPACES 150 SQFT OF SALES AREA 4 SPACES PER 1000 SQFT 150/1000 =.15 x 4 = 0.6 SPACES 4.5 + 3.4 + 0.6 = 9 TOTAL PARKING SPACES REMAINING 1500 SQFT OF THE BUILDING IS BEING USED FOR THE STORAGE OF THE MATERIALS FOR LIGHT ASSEMBLY AND RETAIL SALES MERCHANDISE. 9. THE PROJECT IS NOT LOCATED IN EITHER OF THESE DISTRICTS. ODENDUM - B is STORM WATER EXPLANATION NARRATIVE THIS IS AN EXISTING SITE WITH NO ADDED STRUCTURES OR IMPERVIOUS SURFACES; WE ARE ADDING 1500 SF OF PERVIOUS SURFACE. FINISHED FLOOR ELEVATIONS ARE ON THE BUILDING BLUEPRINT TOPOGRAPHICAL INFORMATION IS ON THE SURVEY AND ATTACHED ELEVATION CERTIFICATE. FEDERAL EMERGENCY MANAGEMENT AGENCY OP., FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME MW STONE, LLC BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1312 OVERLEA STREET O: M. B. No. 3067-0077 Expires December 31, 2005 60NaPII .For Insurance Company Use: Policy Number Company NAIC Number CITY STATE ZIP CODE CLEARWATER FL 33755 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 12 & 13, LESS THE WESTERLY 29' OF LOT 12, BLOCK D, PINE RIDGE, PLAT BOOK 28, PAGE 98 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) NON-RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ? GPS (Type): ( ##°- ff - ##.##" or ##.#1J###) ? NAD 1927 ? NAD 1983 ? USGS Quad Map ? Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CrrY OF CLEARWATER 125096 PINELLAS FL B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 0106 H 05-17-05 05-17-05 "AE" 10' 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ? FIS Profile ® FIRM ? Community Determined ? Other (Describe): B11, Indicate the elevation datum used for the BFE in B9: ? NGVD 1929 ® NAVD 1988 ? Other (Describe): 1312, Is the buildinq located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ? Yes 0 No Designation Date SECTION C BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ? Construction Drawings` ? Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, ARIAH, ARIAO Complete Items C3: a? below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum 1929 Conversion/Comments Elevation reference mark used H-8 Does the elevation reference mark used appear on the FIRM? ? Yes ® No „+,???? <,., 4 o a) Top of bottom floor (including basement or enclosure) 6. 5 ft.(m) ,r 1 p,.if ' o b) Top of next higher floor NA. _ft.(m) T tcl. ,. ;o +j ' o c) Bottom of lowest horizontal structural member (V zones only) NA. _ft.(m) o o o d) Attached garage (top of slab) NA. _ft.(m) 0 a ca u, ' 0- L9' V/; o e) Lowest elevation of machinery andlor equipment ?? L Lr- 0' 7 servicing the building (Describe in a Comments area) NA. _ft.(m) r J' ' "^ • o f) lowest adjacent (finished) grade (LAG) 5.8 ft.(m) N z' ' ,,'+' . ' ?? t ' i ` ? o g) Highest adjacent (finished) grade (HAG) 6. 1 ft.(m) '?,,,? ; • * ?^ o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that arrv. false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. - CERTIFIER'S-NA qE mes.R •T.Ibert LICENSE NUMBER # 6502 TITLE COMPANY NAME Ayuso Surv eying, Inc. ADDRESS' CITY STATE ZIP CODE V162,dA6enue Notfh r e Pinellas Park FL 33781 GNATUI?E DATE TELEPHONE 11-16-2005 727-528-2399 1-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Forlnsuranoe Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 1312 OVERLEA STREET 49 CITY STATE ZIP CODE Company NAIC Number CLEARWATER FL 33755 SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS VERTICAL DATUM OBTAINED FROM CITY OF CLEARWATER ENGNR. DEPT., BENCHMARK # H-8, EL =18.437 N.G.V.D. 29 18.43T - 0.88'= 17.557'N.A.V. D. 88 ? Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone k (without BFE), complete Items E1 through E4, If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1, Building Diagram Number-(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ? above or ? below (check one) the highest adjacent grade. (Use natural grade, if available). E3, For Building Diagrams 68 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft,(m) _in,(cm) ? above or ? below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes ? No ? Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAassued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ? Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL). The local official who is authorized by law or ordinance to administer the community's floodplain'management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ? The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ? A community official completed Section E for a building located in Zone A (without a FEMA-issued or community4ssued BFE) or Zone A0. G3. ? The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: ? New Construction ? Substantial Improvement G8. Elevation of as-built lowest floor (including basement) of the building is: _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ? Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions 0 ? as ?? »H I d p??w? to 1 4 ?? f{E ?49 aelt ;?a. / Y RMISPOW, s'l , i ?. q a ;;lilt:<xr:.r??r-s.¦ . , ?ETilli+ktli?4+I:ifsi;t+L103 -..... .. ? tii?ilf• i?iltir'?'?'J' ` ; .. t 1 Prepared by! 0 Debra Meads Assure Title, LLC 1842 Health Care Drive New Port Richey, Florida 34655 File Number: 06-5158 General Warranty Deed ?:. 2i; P. 2 KEN BURKE, CLERK OF COURT PINELLAS COUNTY FLORIDA INST+t 2006o7963103/0312006 at 08;01 AM OFF REC BK: 14966 PG: 1942.1312 DocTypo:DEED RECORDING: 610-06 Door, STAMP; 62100.00 Made this28th Day of February , 2006 A,D. By Roman Reyes, Jr„ a single man, hereinafter called the grantor, to Stone Plumbing & Gas, Inc., whose post office address is: 1686 N. Hercules Avenue, Clearwater, FL 33765, hereinafter called the grantee: (Whenever used herein the term "grantor" and "grantee" include all the parties to this ininamoni and the heirs, legal representatives and assigns of individuals, and tho succcssors and assignsofeorporutlons) Witnesseth, that the grantor, for and in consideration of the sum of Ten Dollars, ($10,00) and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, romises, releases, convoys and confirms unto the grantee, all that certain land situate in Pinellas County, Florida, viz: Lots 6 and 7 Block D, PINE RIDGE, according to the plat thereof as recorded in Plat Book 28, Page 98, of the Public Records of Pinellas County, Florida, and l i? a....a 173 la pr- Lots 44-&9YLesa the Westerly 29 feet of Lott$ Block D, PINE RIDGE, according to the plat thereof as recorded in Plat Book 28, Page 98, of the Public Records of Pinellas County, Florida. Said property is not the homestead of the Grantor(s) under the laws and constitution of the State of Florida in that neither Grantor(s) or any mombers of the household of Grantor(s) reside thereon, Parccl ID Number: 10/29/15171694/004/0120 Together with all Elie tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants will': said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances except taxes accruing subsequent to December 31, 2006. In Witness Whereof, the said grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in aurpresence: Witness Printed Nanle r r,,_ (-.. ` y Lc- S Witness Printed N o- _ \ ANY In 10. -(Seal) R an eyes, Addr s: (Seal) Address: State of Florida County of Pasco The foregoing instrument was acknowledged before me this 28th known to me or who has produced Photo ID as identi fication. DEED Individual Warranty Deed Willi Non-Homestead-Legal on Face Closers' Choice day o r: ary, 2006, by Roman Reyes, Jr„ who,is/are personally Notary Public Print liar pOra L. Meads My Coin a `? l 2615 QExpire6 Ju6, 2006 tlanaap Troy Fa4n. pyyy". In a00•alwts *DDENDUM - C RESPONSES TO FLEXIBLE CRITERIA FOR SPECIFIC USE, 2-703 I 1. OFFICES 1, HEIGHT B, THERE WILL BE NO INCREASE IN HEIGHT. THE EXISTING BUILDING MEETS HEIGHT REQUIREMENTS. 2, SIDE AND REAR SETBACK THIS IS AN EXISTING BUILDING AND THERE WILL BE NO REDUCTION OF EXISTING SIDE OR REAR SET BACK. THE EXISTING BUILDING MEETS SIDE AND REAR SETBACK AND LOT WIDTH REQUIREMENTS 3, OFF STREET PARKING THERE WILL BE AMPLE PARKING PROVIDED FOR PROPOSED CHANGE IN USE. PLEASE SEE SITE PLAN SUBMITTED WITH THIS APPLICATION. PARKING REQUIREMENTS FOR RETAIL/SALES/SERVICE 1500 SQFT OF OFFICE AREA 3 SPACES PER 1000 SQF T 1500/1000 = 1.5 x 3 = 4.5 SPACES 850 SQFT OF LIGHT ASSEMBLY AREA 4 SPACES PER 1000 SQFT 850/1000 =.85 x 4 = 3.4 SPACES 150 SQFT OF SALES AREA 4 SPACES PER 1000 SQFI' 150/1000 =.15 x 4 = 0.6 SPACES 4.5 + 3.4 + 0.6 = 9 TOTAL PARKING SPACES REMAINING 1500 SQFI' OF THE BUILDING IS BEING USED FOR THE STORAGE OF THE MATERIALS FOR LIGHT ASSEMBLY AND RETAIL SALES MERCHANDISE. Prepared by: Debra Meads Assure Title, LLC 1842 Health Care Drive New Port Richey, Florida File Number: 06-5158 0 34655 General Warranty Deed • Made this28th Day of February, 2006 A.D. By Roman Reyes, Jr., a single man hereinafter called the grantor, to Stone Plumbing & Gas, Inc., whose post office address is: 1686 N..Hercules Avenue, Clearwater, FL 33765, hereinafter called the grantee: (Whenever used herein the term "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) Witnesseth, that the grantor, for and in consideration of the sum of Ten Dollars, ($10.00) and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, femises, releases, conveys and confirms unto the grantee, all that certain land situate in Pinellas County, Florida, viz: Lot 11 & 12 Less the Westerly 29 feet of Lot 12, Block D,. PINE RIDGE, according to the plat thereof as recorded in Plat Book 28, Page 98, of the Public Records of Pinellas County, Florida. Said property is not the homestead of the Grantor(s) under the laws and constitution of the State of Florida in that neither Grantor(s) or any members of the household of Grantor(s) reside thereon. Parcel ID Number: 10/29/15/71694/004/0120 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances except taxes accruing subsequent to December 31, 2006. In Witness Whereof, the said grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in ourpresence: State of Florida County of Pasco The foregoing instrument was acknowledged before me this 28th day known to me or who has produced Photo ID as identification. (Seal) om eyes Ad 5w Address: of F ru , 2006, by Roman Reyes, Jr., who is/are personally L Notary Public C Print Name: o"1r?r? ra My Comrqssibrit h, ebra L. Meads FOF ?4?]]]rlllll20Bm PMYganJMI?•?OO easroe DEED Individual Warranty Deed With Non-Homestead-Legal on Face Closers' Choice Witness Printed Name b kA r'r,- L . ! t/ `.Q- clS S?pLa 2/24/2006 •? q Receipt #: 1200600000000002017 2:54:18PM c1t Date: 02/24/2006 r Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLS2006-02014 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 • Check STONE PLMG AND GAS INC R_D 2717 In Person 475.00 Payment Total: $475.00 i 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. cReceipt.rpt Page 1 of 1 Pinellas County Property Apwer Information: 10 29 15 71694 004 is 0 Page 2 of 5 10 / 29 1 15 / 71094 1 004 / 0120 28-Feb-2006 Jim Smith, CFA Pinellas County Property Appraiser 11:04:36 Ownership Information Hon-Residential Property Address, Use, and Sales ROMAN, REYES JR OBK: 13015 OPG: 1219 2185 WATER OAK DR CLEARWATER FL 33764-6656 EVAC: B EUAC Comparable sales value as Prop Addr: 1312 OUE RLEA ST of Jan 1, 2005, based on Census Tract: 263.00 04 : sales from 2003 - 20 -0 Sale Date OR Book/Page Price (Qual/UnQ) Vac/Imp Plat Information 3 /2,003 12,595/2,625 84,400 (Q) I 1952: Book 028 Pgs 098- 6 /1,998 10,137/1,821 180,000 (M) I 0000: Book Pgs - 0 /0 0/ 0 0 ( ) 0000: Book Pgs - 0 /0 0/ 0 0 ( ) 2005 Value EXEMPTIONS Just/Market: 98,000 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed/Cap: 98,000 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 98,000 Agricultural: 0 2004 Tax Information District: CW Seawall: Frontage: Clearwater View: 05 Millage: 23.2372 Land Size Unit Land Land Land Front x Depth Price Units Meth 05 Taxes: 2,277.25 1) 105 x i23 3.00 12,9i5.00 S Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2005 taxes will be : 5) 0 x 0 .00 .00 2,277.25 6) 0 x 0 .00 .00 Without any exemptions, 2005 taxes will be 2,277. 25 Short Legal PINE RIDGE BLK 0, E 38FT OF LOT 12 & Description LOT 13 Building Information http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &r=&s=1 &u=0&p=10+29+15+7... 2/28/2006 Pinellas County Property Ap*er Information: 10 29 15 71694 004 00 Property and Land Use Code descriptions . Building 1 . Building 2 Building #1 Page 3 of 5 10 / 29 / 15 / 71694 / 004 / 0120 :01 28-Feb-2006 Jim Smith, CFA Pinellas County Property Appraiser 11:04:34 Commercial Card 01 of 2 Improvement Type: Warehouse Property Address: 1312 OUERLEA ST Prop Use: 343 Land Use: 27 S-truc?ural Elsmen-ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Concrete Block Height Factor 0 Party Wall None Structural Frame None Roof Frame Flat Roof Cover Built Up/Wood Cabinet & Mill None Floor Finish Concrete Finish Interior Finish None Total Units 0 Heating & Air None Fixtures 3 Bath Tile None Electric Average Shape Factor Rectangle Quality Average Year Built 1,966 Effective Age 25 Other Depreciation 15 Function Depreciation 0 Economic Depreciation 0 Sub Arsas Description Factor Area Description Factor Area 1) Base Area 1.00 1,500 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 Commsrcial Extra Feaurss Description Dimensions Price Units Value RCO Year 1) ASPHALT 1.75 6,000 10,500 10,500 999 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) 00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 10,500 Building #2 http://pao.co.pinellas.fl.uslhtbinlcgi-ser3?o=1 &a=1 &b=1 &r=&s=1 &u=0&p=10+29+15+7... 2/28/2006 Pinellas County Property Ap*er Information: 10 29 15 71694 004 00 Page 4 of 5 10 / 29 / 15 / 71694 / 004 / 0120 :02 28-Feb-2006 Jim Smith,. CFA Pinellas County Property Appraiser 11:04:54 Commercial Card 02 of 2 Improvement Type: Warehouse Property Address: 0 Prop Use: 343 Land Use: 27 S-truc-tural Elsmsnts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Concrete Block Height Factor 0 Party Wall None Structural Frame None Roof Frame Flat Roof Cover Built Up/Wood Cabinet & Mill None Floor Finish Concrete Finish Interior Finish Hone Total Units 0 Heating & Air None Fixtures 2 Bath Tile None Electric Average Shape Factor Rectangle Quality Average Year Built 1,967 Effective Age 25 Other Depreciation i5 Function Depreciation 0 Economic Depreciation 0 Sub Arsas Description Factor Area Description Factor Area 1) Base Area 1.00 2,460 7) .00 0 2) Canopy .20 820 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 Commercial Extra Fsatur?s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Pinellas County Property Appraiser Parcel Information http://pao.co.pinellas.fl.uslhtbinlcgi-scr3?o=1 &a=1 &b=1 &r=&s=1 &u=0&p=10+29+15+7... 2/28/2006 ORIGINAL FLS2006-02014 1312 OVERLEA ST Date Received: 02/24/2006 STONE PLUMBING & GAS ZONING DISTRICT: C LAND USE: CG Fl-I 2 4 rt ATLAS PAGE: 269B PLANNER OF RECORD: STE P AA INING DEPARTMEIVT Ci iY UP CLDA tgATS CLWCoverSheet ' t: . I LONG RANGE PLANNING DEVETOPMEW RT-mm May 15, 2006 Michael Stone 1505 Country Lane East Clearwater, FL 33759 • 49, CITY OF C LEARWATE R PLANNING DEPARTMENT Posr OFi--iu Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL. SERVICGS BUILDING, 100 SOU ni MvR71.Ii AvNNUF., CI.EAnA71?R, FLORIDA 33756 THLITHONI. (727) 562-4567 FAx (727) 562-4865 Re: Development Order - FLS2006-02014 -1312 Overlea Street - Stone Plumbing Dear Mr. Stone: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On March 30, 2006, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to reduce the required number of parking spaces from 13 to nine and reduce the side (west) setback from ten feet to zero feet in the Commercial District under the provisions of Section 2-703.I. The DRC recommended approval of the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Standard Development criteria, under the provisions of Section 2-7031 2. The proposal is in compliance with other standards in the Code, including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area and will enhance other redevelopment efforts. Conditions of Approval: 1. That prior to the issuance of a building permit, Lot 6 and Lot 7 be removed from the site plan; 2. That the final design and color of the building and dumpster enclosure be consistent with the conceptual elevations submitted to the DRC and color samples be submitted before the issuance of a building permit; 3. That drawings or manufacturer's brochures of the 6' tall fence be submitted prior to the issuance of a building permit; 4. That the dumpster enclosure's swing gate be an opaque fence (no chainlink); 5. That all Fire Department requirements be met including installation of KNOX Padlocks on both gates; 6. That a right-of-way permit be secured prior to any work performed in the public right-of-way; SAPlanning Department\C D B\Flex Standard (FLS)\Inactive or Finished Cases\Overlea 1312 Stone Plumbing - Pending\Overlea 1312 Development Order.doc FRANK 1111MARI ), MAY(W 10H. JONSON, Vu:r•.-?ti1nv??R 1011N 1 (WNN, 0)UN CiiAIP.NIRPR I I())-I I IANI1I:f7m, CUIIiM n.M E\IIUT ® (::%i.a:n A. I'I•:I r..ItsRN, ('.OI i ILMb:MBIT, "F.1 )UAL F.N1VL()YMFNT AM D AFFIRMATIVE AC1lI IN F.M19 M IT" lk,, e 7. That prior to building permit, applicant provides to Traffic Engineering a letter related to the construction of two parking spaces in Overlea Street right-of-way. Parking spaces will be permitted upon receipt _ of a letter from the applicant agreeing that the City of Clearwater has the right to remove the parking spaces for any reason and will hold the City harmless for any consequences that may result should the parking spaces be removed; 8. That prior to issuance of a certificate of occupancy applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule; 9. That the lots north of the site (Lots 7 and 8) be maintained in neat and orderly manner; 10. That all equipment, materials, and merchandise shall be stored and located at all times within an enclosed structure and no exterior storage of merchandise for sale shall be permitted; I concur with the findings of the DRC and, through this letter, approve your application for Flexible Standard Development. This approval is based upon and must adhere to the application and site plan date stamped received April 25, 2006. Pursuant to Section 4-303, an application for a building permit shall be made within one (1) year of the Flexible Standard Development approval (by April 24, 2007). Further, all required certificates of occupancy must be obtained within one (1) year of the date of issuance of the building permit. Please be advised that 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. Should you have any questions, please do not hesitate to contact Steven Everitt, Planner I at steven.everitt(a myclearwater.com or at (727) 562-4567 ext. 2563. Sincerely, Michael Delk, AI4 Planning Director S:IPlanning DepartmentlC D BlFles Standard (FLS)Ihiactive or Finished CaseslOverlea 1312 Stone Plumbing- PendinglOverlea 1312 Development Ordertdoc CITY OF CLEARWATER PLANNING DEPARTMEN'T Posr OFFICE. Box 4748, CL.EARWATER, FLORIDA 33758-4748 MUNICIPAL. SERVICiis BUILDING, 100 SOUTi-i MYRru: AVENUE, CLEARWATER, FL.owDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 LONG RANGE PLANNING DEVELOPMENT RMEW May 15, 2006 Michael Stone 1505 Country Lane East Clearwater, FL 33759 Re: Development Order - FLS2006-02014 -1312 Overlea Street - Stone Plumbing Dear Mr. Stone: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On March 30, 2006, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to reduce the required number of parking spaces from 13 to nine and reduce the side (west) setback from ten feet to zero feet in the Commercial District under the provisions of Section 2-7031 The DRC recommended approval of the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Standard Development criteria, under the provisions of Section 2-703.I. 2. The proposal is in compliance with other standards in the Code, including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area and will enhance other redevelopment efforts. Conditions of Approval: 1. That prior to the issuance of a building permit, Lot 6 and Lot 7 be removed from the site plan; 2. That the final design and color of the building and dumpster enclosure be consistent with the conceptual elevations submitted to the DRC and color samples be submitted before the issuance of a building permit; 3. That drawings or manufacturer's brochures of the 6' tall fence be submitted prior to the issuance of a building permit; 4. That the dumpster enclosure's swing gate be an opaque fence (no chainlink); 5. That all Fire Department requirements be met including installation of KNOX Padlocks on both gates; 6. That a right-of-way permit be secured prior to any work performed in the public right-of-way; SAPlanning Department\C D B\Flex Standard (FLS)Unactive or Finished Cases\Overlea 1312 Stone Plumbing - Pending\Overlea 1312 Development Order.doc PRANK I IIIIIIAND, iNi.\)(w Ifi.L_?((NU N, VICN-NIANO R 1((IIN DONAN, C(u 1,CILNIFNIMA, I l0)-r I lA%IIIA()N, OWNCU TEMBNic ® I;AKH.-N A. I'r. ri:RSFN, CuI N( 11-?pU IgJ; "I:(IUAL VNIVIA 'i\HAT AND Ai:i:wNIAIIVi[ A(:,i i0 N 111IP10) IT" k - 0 0 -4 7. That prior to building permit, applicant provides to Traffic Engineering a letter related to the construction of two parking spaces in Overlea Street right-of-way. Parking spaces will be permitted upon receipt of a letter from the applicant agreeing that the City of Clearwater has the right to remove the parking spaces for any reason and will hold the City harmless for any consequences that may result should the parking spaces be removed; 8. That prior to issuance of a certificate of occupancy applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule; 9. That the lots north of the site (Lots 7 and 8) be maintained in neat and orderly manner; 10. That all equipment, materials, and merchandise shall be stored and located at all times within an enclosed structure and no exterior storage of merchandise for sale shall be permitted; I concur with the findings of the DRC and, through this letter, approve your application for Flexible Standard Development. This approval is based upon and must adhere to the application and site plan date stamped received April 25, 2006. Pursuant to Section 4-303, an application for a building permit shall be made within one (1) year of the Flexible Standard Development approval (by April 24, 2007). Further, all required certificates of occupancy must be obtained within one (1) year of the date of issuance of the building permit. Please be advised that 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. Should you have any questions, please do not hesitate to contact Steven Everitt, Planner I at steven.everitt@myclearwater.com or at (727) 562-4567 ext. 2563. Sincerely, ?•r? ' ?r=y. ?s Michael Delk, AICO Planning Director S:Wlanning DeporfinenAC D BlFles Standard (FLS)Ilnactive or Finished CaseslOverlea 1312 Stone Plumbing - PendinglOverlea 1312 Development Order. doc • CITY OF C LEARWATE R PLANNING DEPARTMENT Posr OI PI<a: Box 4748, CLI ARWA'1'liR FLORIDA 33758-47413 MUNICIPAL, SGRVia-s BUILDING, 100 SOU-ni Mywru: AVENUE, CLIiARwAra, Fi,ORII)A 33756 TPLBPHON1, (727) 562-4567 FAx (727) 562-4865 LONG RANGE PLANNING DEVELOPMEM- IZLiVI13W May 15, 2006 Michael Stone 1505 Country Lane East Clearwater, FL 33759 Re: Development Order - FLS2006-02014 -1312 Overlea Street - Stone Plumbing Dear Mr. Stone: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On March 30, 2006, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to reduce the required number of parking spaces from 13 to nine and reduce the side (west) setback from ten feet to zero feet in the Commercial District under the provisions of Section 2-703.I. The DRC recommended approval of the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Standard Development criteria, under the provisions of Section 2-703.I. 2. The proposal is in compliance with other standards in the Code, including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area and will enhance other redevelopment efforts. Conditions of Approval: 1. That prior to the issuance of a building permit, Lot 6 and Lot 7 be removed from the site plan; 2. That the final design and color of the building and dumpster enclosure be consistent with the conceptual elevations submitted to the DRC and color samples be submitted before the issuance of a building permit; 3. That drawings or manufacturer's brochures of the 6' tall fence be submitted prior to the issuance of . a building permit; 4. That the dumpster enclosure's swing gate be an opaque fence (no chainlink); 5. That all Fire Department requirements be met including installation of KNOX Padlocks on both gates; 6. That a right-of-way permit be secured prior to any work performed in the public right-of-way; SAPlanning Department\C D B\Flex Standard (FLS)\lnactive or Finished Cases\Overlea 1312 Stone Plumbing - Pending\Overlea 1312 Development Order.doc FRANK I111MARD, M:wOtt B1H J()'1',',(YN, VICE: MAY01t JOHN D(WIvN, Ikwr IIA.%tICrON, (;Ot N :fl.nuiniIiP.R ® (::\rt.i:N A. Ili: rr:esP:N, COI'N('t1At N11 H "1?,c)1AL ENIPLOY,ML:NT AND APPIRMATIvi: Acrid, F1,111(»'F1\ " 7. That prior to building permit, applicant provides to Traffic Engineering a letter related to the construction of two parking spaces in Overlea Street right-of-way. Parking spaces will be permitted upon receipt of a letter from the applicant agreeing that the City of Clearwater has the right to remove the parking spaces for any reason and will hold the City harmless for any consequences that may result should the parking spaces be removed; 8. That prior to issuance of a certificate of occupancy applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule; 9. That the lots north of the site (Lots 7 and 8) be maintained in neat and orderly manner; 10. That all equipment, materials, and merchandise shall be stored and located at all times within an enclosed structure and no exterior storage of merchandise for sale shall be permitted; I concur with the findings of the DRC and, through this letter, approve your application for Flexible Standard Development. This approval is based upon and must adhere to the application and site plan date stamped received April 25, 2006. Pursuant to Section 4-303, an application for a building permit shall be made within one (1) year of the Flexible Standard Development approval (by April 24, 2007). Further, all required certificates of occupancy must be obtained within one (1) year of the date of issuance of the building permit. Please be advised that 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. Should you have any questions, please do not hesitate to contact Steven Everitt, Planner I at steven.everitt(d,myclearwater.com or at (727) 562-4567 ext. 2563. Sincerely, Michael Delk, AIco Planning Director S. IPlanning Depa tmenhC D BI Ftes Standard (FLS)Wiactive or Finished Cases I Overtea 1311 Stone Plumbing - PendinglOverlea 1311 Development Order.doc 0 0 CITY OF C LEARWATE R PLANNING DEPARTMENT Pos-r 0i.-n ,. Box 4748, CLEARWATI?R, FLORIDA 33758-4748 MUNICIPAL. SERVLCrs BUILDING, 100 SOUTIi Mvlrrud AVENUE, CI.IWZWAT1iK, FLORLDA 33776 Ti,11-THONI: (727) 562-4567 FAX (727) 562-4865 LONG RANGr: PLANNING Di.-VEL.OPMP.NT Rrvii-W May 15, 2006 Michael Stone 1505 Country Lane East Clearwater, FL 33759 Re: Development Order - FLS2006-02014 -1312 Overlea Street - Stone Plumbing Dear Mr. Stone: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On March 30, 2006, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to reduce the required number of parking spaces from 13 to nine and reduce the side (west) setback from ten feet to zero feet in the Commercial District under the provisions of Section 2-7031 The DRC recommended approval of the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Standard Development criteria, under the provisions of Section 2-7031 2. The proposal is in compliance with other standards in the Code, including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area and will enhance other redevelopment efforts. Conditions of Approval: 1. That prior to the issuance of a building permit, Lot 6 and Lot 7 be removed from the site plan; 2. That the final design and color of the building and dumpster enclosure be consistent with the conceptual elevations submitted to the DRC and color samples be submitted before the issuance of a building permit; 3. That drawings or manufacturer's brochures of the 6' tall fence be submitted prior to the issuance of a building permit; 4. That the dumpster enclosure's swing gate be an opaque fence (no chainlink); 5. That all Fire Department requirements be met including installation of KNOX Padlocks on both gates; 6. That a right-of-way permit be secured prior to any work performed in the public right-of-way; SAPlanning Department\C D B\Flex Standard (FLS)\Inactive or Finished Cases\Overlea 1312 Stone Plumbing - Pending\Overlea 1312 Development Order.doc FRANK I1111BARD, N1:%No ir, iiU.I. VICE-MAN Cx 1OIIN IN WAN, 0WNCILNU:wsr.r, I kwr I IA\11C1(lN, CH!NCILAIENIBER ® CAri.FN A. 1'F:rr:KseN, C(WNCII waUU.r. „H;c,uni. FINUT(WNIFN'T AM, ArPntnIATIVH Acno N FININ 0) 1:.IZ" 0 0 7. That prior to building permit, applicant provides to Traffic Engineering a letter related to the construction of two parking spaces in Overlea Street right-of-way. Parking spaces will be permitted upon receipt of a letter from the applicant agreeing that the City of Clearwater has the right to remove the parking spaces for any reason and will hold the City harmless for any consequences that may result should the parking spaces be removed; 8. That prior to issuance of a certificate of occupancy applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule; 9. That the lots north of the site (Lots 7 and 8) be maintained in neat and orderly manner; 10. That all equipment, materials, and merchandise shall be stored and located at all times within an enclosed structure and no exterior storage of merchandise for sale shall be permitted; I concur with the findings of the DRC and, through this letter, approve your application for Flexible Standard Development. This approval is based upon and must adhere to the application and site plan date stamped received April 25, 2006. Pursuant to Section 4-303, an application for a building permit shall be made within one (1) year of the Flexible Standard Development approval (by April 24, 2007). Further, all required certificates of occupancy must be obtained within one (1) year of the date of issuance of the building permit. Please be advised that 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. Should you have any questions, please do not hesitate to contact Steven Everitt, Planner I at steven.everitt(a,myclearwater.com or at (727) 562-4567 ext. 2563. Sincerely, Michael Delk, AIC' Planning Director S: (Planning DepartmentiC D BlFlex Standard (FLS)Aactive or Finished CaseslOverlea 1311 Stone Plumbing - Pendit glOverlea 1312 Development Order.doc V.- 1 0 0 Clearwater U FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: M L 1-1 A C- C t- 5T o U t':?- FAX• iq 1 1- -33 z to FROM: F Phone: -7 Z-7 -,G76 Z -? 7x 2556 3 DATE: Cb SUBJECT: FFLS C? D ft Qz?n 1 U ' Fv&uPm6Aj Dew MESSAGE: NUMBER OF PAGES(INCLUDING THIS PAGE) 0 0 CITY OF C LEARWATE R PLANNING DEPARTMENT Poll' Ot--nu: Box 4748, Cu.:ARWK1'I--R, FLORIDA 33758-4748 MUNICIPAL. SGRVICBS BUILDING, 100 SOU-ni MYRrui AVENUF, CL EARWATER, FLORIDA 33756 TFLETHONI: (727) 562-4567 FAx (727) 562-4865 LONG RANGE PIANNINC, DEVELOPMEW IZIi im May 15, 2006 Michael Stone 1505 Country Lane East Clearwater, FL 33759 Re: Development Order - FLS2006-02014 -1312 Overlea Street - Stone Plumbing Dear Mr. Stone: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On March 30, 2006, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to reduce the required number of parking spaces from 13 to nine and reduce the side (west) setback from ten feet to zero feet in the Commercial District under the provisions of Section 2-7031 The DRC recommended approval of the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Standard Development criteria, under the provisions of Section 2-7031 2. The proposal is in compliance with other standards in the Code, including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area and will enhance other redevelopment efforts. Conditions of Approval: 1. That prior to the issuance of a building permit, Lot 6 and Lot 7 be removed from the site plan; 2. That the final design and color of the building and dumpster enclosure be consistent with the conceptual elevations submitted to the DRC and color samples be submitted before the issuance of a building permit; 3. That drawings or manufacturer's brochures of the 6' tall fence be submitted prior to the issuance of a building permit; 4. That the dumpster enclosure's swing gate be an opaque fence (no chainlink); 5. That all Fire Department requirements be met including installation of KNOX Padlocks on both gates; 6. That a right-of-way permit be secured prior to any work performed in the public right-of-way; S:\Planning Department\C D B\Flex Standard (FLS)\Inactive or Finished Cases\Overlea 1312 Stone Plumbing - Pending\Overlea 1312 Development Order.doc DRANK I111MARD, MAr()n; 13n.i. ?? »u iN, Vi(:e-MA) OR COI iN l h )RAN, C(u mr.n.?ns.w(n; 11())-1II,A>11C1 UN, (.(11 NCILAII•:Atla[It ® CARTrN A. Pr:relseN, COI'M 11AIENIItHR "EQUAL I'NIITOYNIFN'I AND AI'I;IRn1A'HvI?A(:'rlON I',PIPIONI:R„ 7. That prior to building permit, applicant provides to Traffic Engineering a letter related to the construction of two parking spaces in Overlea Street right-of-way. Parking spaces will be permitted upon receipt of a letter from the applicant agreeing that the City of Clearwater has the right to remove the parking spaces for any reason and will hold the City harmless for any consequences that may result should the parking spaces be removed; 8. That prior to issuance of a certificate of occupancy applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule; 9. That the lots north of the site (Lots 7 and 8) be maintained in neat and orderly manner; 10. That all equipment, materials, and merchandise shall be stored and located at all times within an enclosed structure and no exterior storage of merchandise for sale shall be permitted; I concur with the findings of the DRC and, through this letter, approve your application for Flexible Standard Development. This approval is based upon and must adhere to the application and site plan date stamped received April 25, 2006. Pursuant to Section 4-303, an application for a building permit shall be made within one (1) year of the Flexible Standard Development approval (by April 24, 2007). Further, all required certificates of occupancy must be obtained within one (1) year of the date of issuance of the building permit. Please be advised that 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. Should you have any questions, please do not hesitate to contact Steven Everitt, Planner I at steven.everitt(&,myclearwater.com or at (727) 562-4567 ext. 2563. Sincerely, 9 _ Michael Delk, AICO Planning Director S. (Planning DepartinentlC D BlFlex Standard (FLS)Ilnactive or Finished CasewVverlea 1312 Slone Plumbing - PendinglOverlea 1312 Development Order.doc • s May. 16 2006 04:22PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94613320 May.16 04:21PM 01'16 SND 03 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX 0435-7329). 0 "5ton gV61r&t FRED S. CARDWELL Professional Engineer • Land Surveyor 1000 S. Belcher Road • Bldg. A, Unit # 11 • Largo, Florida 33771 • Phone (727) 524-1905 • Fax (727) 524-1299 APRIL 24, 2006 City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 TO WHOM IT MAY CONCERN: REF: Case# FLS2006-02014 1312 Overlea Street Stone Plumbing & Gas 1505 Country Lane E. Clearwater, Florida 33759 FSC W.O. # 491-003 ORIGINAL RF?.EIVED A"!? 2 5 2006 PIANNING DEPARTMENT CITY OF CLEARWATER This is in reply to your letter of review dated March 27, 2006 regarding the following comments. The revised plans are herewith returned to you for a 2nd Review. GENERAL ENGINEERING 1. Show on the plan that the curb is to match existing curb and shall be constructed in accordance with City of Clearwater Contract Specifications and Standards Index #101, page 2 of 2. Include copy of the index with the resubmitted plans. RESPONSE: THIS DETAIL IS SHOWN ON THE REVISED PLAN SHEET SP4 AS DETAIL #1. MADE NOTE THAT THE CURB IS EXISTING AND IF IT BECOMES DAMAGED IT WILL BE REPLACED DURING CONSTRUCTION. THE NEW CURB IS SHOWN ON THE PLAN SP4 DETAIL #6. 2. Include City of Clearwater Contract Specifications and Standards Index #109 to meet city sidewalk construction standards. RESPONSE: THIS DETAIL IS SHOWN ON THE REVISED PLAN SP4 DETAIL #1. • E 3. Include City of Clearwater Contract Specifications and Standards Index # 103 to meet city driveway construction standards. RESPONSE: THIS IS NOT FEASIBLE DUE TO WIDTH NEEDED FOR DRIVE ENTRANCE AND ACCESS TO DUMPSTER. SHOWN AS COMING STAIGHT OUT FROM PROPERTY LINE AND CORNER OF BUILDING. THIS WAS DISCUSSED ON THE PHONE WITH SCOTT RICE ON 4/13/06 AND WAS CONSIDERED TO BE PERMITTED DUE TO CIRCUMSTANCES. 4. Driveway apron is not permitted to extend beyond extended (west) side property line (see Index #103). Revise plan accordingly. RESPONSE: THE APRON WAS REVISED AS SHOWN ON PLAN SP-2. SHOWING INDEX # 103 IS NOT POSSIBLE AS DISCUSSED WITH SCOTT RICE ON THE PHONE ON 4/13/06. 5. Parking space #2 is not practically accessible. Delete or redesign. RESPONSE: THE PARKING WAS REVISED AS DISCUSSED IN THE MEETING ON 3/30/06. THERE BEINGTWO (2) PARALEL SPOTS IN THE FRONT OF THE BUILDING AND A PARALEL HANDICAPED PARKING IN THE "L" OF THE BUILDING THIS PROVIDES BETTER ACCESS TO FRONT DOOR. THE REMAINING SPACES ARE ALONG THE WEST PROPERTY LINE, AS INDICATED ON SHEET SP-2. 1. Show 30' radius into parking lot. Acknowledge PRIOR TO D.O. RESPONSE: IN THE MEETING ON 3/30/06 THIS COMMENT WAS TO BE DISREGUARDED DUE TO BEING ABLE TO ACCESS THE PROPERTY FROM THE STREET. 2. Maintain 24' clearance in drive. Acknowledge PRIOR TO D.O. RESPONSE: IN THE MEETING ON 3/30/06 THIS COMMENT WAS TO BE DISREGUARDED DUE TO BEING ABLE TO ACCESS THE PROPERTY FROM THE STREET. ORIGINAL RECEIVED APR 2 5 2006 PLANNING DEPARTMENT 2 CITY OF CLEARWATER 3. Overhang height must be above 14'. Acknowledge PRIOR TO D.O. RESPONSE: IN THE MEETING ON 3/30/06 THIS COMMENT WAS TO BE DISREGUARDED DUE TO BEING ABLE TO ACCESS THE PROPERTY FROM THE STREET. SOLID WASTE Roll-out dumpsters are limited to 4yd this may create more service at additional cost. Suggest swapping out with handicapped space, that way there would be a straight shot at your dumpster and larger sizes may be used. RESPONSE: THE DUMPSTER LOCATION WAS REVISED AS SHOWN ON SP-2 OF THE REVISED PLANS. TRAFFIC ENGINEERING 1. Gate opening shall be 24' wide to allow for two way traffic flow. RESPONSE: THE GATE OPENING IS SHOWN TO BE 24' ON REVISED PLANS. 2. Relocate handicapped parking space near accessible entrance to allow for 24' gate width. RESPONSE: HANDICAPPED SPACE MOVED TO "L" OF BUILDING AND MADE INTO A PARALEL SPACE AS DISCUSSED IN THE MEETING ON 3/30/06. 3. Provide an accessible path from a public sidewalk to the buildings accessible entrance compliant with Florida Building Code, chapter 11 section 11-4.3. RESPONSE: AS DISCUSSED IN THE MEETING ON 3/30/06 THE GRADE FROM THE PROPOSED SIDE WALK IS RELATIVLY LEVEL TO THE ACCESIBLE ENTRANCE. 4. Provide 20' x 20' sight visibility triangles at the driveway. (City Community Development Code, section 3-904). RESPONSE: THE TRIANGLES HAVE BEEN SHOWN ON THE LANDSCAPE PLAN SHEET SP-3 OF THE REVISED PLANS. ORIGINAL RECEIVED APR 2 5 2006 PLANNING DEPARTMENT 3 CITY OF CLEARWATER 9 0 5. Provide dimensions for drive aisle. RESPONSE: THE DIMENSIONS HAVE BEEN SHOWN ON THE REVISED PLAN SP-2. PLANNING 1. How many vehicles will be stored inside the structure? RESPONSE: NO VEHICLES WILL BE STORED INSIDE THE STRUCTURE AS NOTED WITH IN THE BUILDING ON SHEET SP-2 OF THE REVISED PLANS. 2. What is your proposed floor plan? Please submit a copy. RESPONSE: A COPY OF THE PROPOSED OFFICE LAYOUT PLAN IS ATTACHED HERETO AS PART OF THIS SUBMITTTAL OF REVISED PLANS. 3. Section 3-805.B. front setback. Chainlink fences shall not be permitted in the front yard setback area. Chainlink fences shall only be located on a parcel to the rear of the front building line of the principle building, unless permitted pursuant to Section 3-802.B. above. If you want a fence higher than three feet in the front of the principle structure then you must comply with the following: Section 3-804.A.2. In the C zoning district, brick or other masonry walls or walls with masonry columns linked by substantial grill work shall be permitted to a maximum height of six feet in a required front setback. Please add fence height and type to the site plan. RESPONSE: ALL FENCES HAVE BEEN REVISED AND LABLED ACCORDINGLY ON THE REVISED PLANS. 4. Section 3-1402.C. With the exception of parking spaces for detached dwellings, no off- street parking space shall be designed so that a vehicle is required to back into a public right of way. Please move handicapped parking space to a new location with the best accessibility. RESPONSE: A NEW REVISED PARKING LAYOUT IS SHOWN ON SHEET SP-2 OF THE REVISED PLANS. ORIGINAL RECEIVED 4 APR 2 5 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 0 5. Section 3-201.D.5. Solid waste containers and recycling or trash handling areas shall be located to facilitate easy and safe access for pickup and shall be provided in accordance with Chapter 32 of the City Code. Please rotate dumpster south 90 degrees RESPONSE: THE DUMPSTER WAS RELOCATED AND SHOWN ON THE REVISED PLANS AS DISCUSSED IN THE MEETING ON 3/30/06. 6. Section 3-201.D.1. All solid waste containers, recycling or trash handling areas and outside mechanical equipment shall be completely screened on four sides by a fence, gate, wall, mounds of earth, or vegetation from view from public streets and abutting properties. If such screening is provided by means of a fence, gate, or wall, materials which are consistent with those used in the construction of and the architectural style of the principle building shall be utilized. Please show screening on the site plan. RESPONSE: THE GATE FOR THE DUMPSTER IS TO HAVE SCREENING AS NOTED ON DETAIL #9 SHEET SP-4 OF THE REVISED PLANS. 7. Show drive aisle width on site plan. Must be 90 degree parking requires a 24 foot drive aisle. RESPONSE: THIS IS SHOWN ON SHEET SP-2 OF THE REVISED PLAN. 8. The parking demand for your business is 11 spaces. Please add two additional spaces. RESPONSE: THE PARKING HAS BEEN REVISED AS SHOWN ON SHEET SP-2 OF THE PLANS. y O?iou?ou have any questions or concerns please feel free to contact me. d s i `fit' ?. • Siw4rely, I t? • • , r i • ? '. nFred S. C-arOrdll, PE +? ?i? , • • P egist&ed Engineer # 15607 t, `e Fi?S,tate, of Florida c.c. Mr. Mike Stone, Stone Plumbing & Gas ORIGINAL RECEIVED APR 2 5 2006 PLANNING DEPARTMEN t 5 CITY OF CLEARV'dATPV R ._=r CITY OF C LEARWATE R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FI.ORIDA 33758-4748 MUNICIPAL. SERVICES BUILDING, 100 SOUTH MYRTLE AVFNUF, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 LONG RANGE PLANNING DEVELOPMENT RFvIFW May 8, 2006 Michael Stone 1505 Country Lane East Clearwater, FL 33759 Re: Development Order - FLS2006-02014 -1312 Overlea Street - Stone Plumbing Dear Mr. Stone: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On March 30, 2006 Flexible Standard Development approval to reduce the required number of parking spaces from 13 to nine in the Commercial District under the provisions of Section 2-703.I , the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to construct a 4,200 square foot office building within the Commercial (C) District with a reduction to front (north) setback from 25 feet to 15 feet (to pavement) and a reduction to the rear (south) setback from 20 feet to 15 feet (to building) and 10 feet (to pavement), under the provisions of Section 2-1003.F. The DRC recommended approval of the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Standard Development criteria, under the provisions of Section 2- 10031. 2. The proposal is in compliance with other standards in the Code, including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area and will enhance other redevelopment efforts. Conditions of Approval: 1. That prior to the issuance of a building permit the site plan is revised to include the location of all outside mechanical equipment and all required screening [per Section 3-201(D) (1) and Index #701]; 2. That prior to the issuance of a building permit the applicant shall provide FDOT and SWFWMD permits; 3. That the final design and color of the building be consistent with the conceptual elevations submitted to the DRC, and be approved by Staff, 4. That all Fire Department requirements be met, prior to the issuance of any permits; 5. That all Traffic Department requirements be met, prior to the issuance of any permits; SAPlanning Department\C D B\Flex Standard (FLS)\Inactive or Finished Cases\Overlea 1312 Stone Plumbing - Pending\Overlea 1312 Development Order.doc PRANK HIBBARD, MAYOR Bii.i.)ONSON, VICE-MAYOR JOAN DORAN, COUNCILMEMBFR 1-IOrr HANm:rON, COHNQLMEMBE.R ® CARLFN A. Pi" :n:1, . , COUNc11au_ 11w1" "EQUAL EMPLOYMENT AND AFFIRMATIvIi ACTION I:MPLOYI?R" • • 7. That the first building permit be applied for within one year (by June 30, 2006) of Development Review Committee approval; and 8. That the final Certificate of Occupancy be obtained within two years of issuance of the first building permit. I concur with the findings of the DRC and, through this letter, approve your application for Flexible Standard Development. This approval is based upon and must adhere to the application and site plan date stamped received June 7, 2005 and July 29, 2005, respectively. Pursuant to Section 4-303, an application for a building permit shall be made within one (1) year of the Flexible Standard Development approval (by June 30, 2006). Further, all required certificates of occupancy must be obtained within one (1) year of the date of issuance of the building permit. Please be advised that 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. Should you have any questions, please do not hesitate to contact Robert G. Tefft, Planner III at robert.tefft@myclearwater.com or at (727) 5624539. Sincerely, Michael Delk, Planning Director S: (Planning DepartmentlC D BlFlex Standard (FLS)Ilnactive or Finished CaseslOverlea 1312 Stone Plumbing - PendinglOverlea 1312 Development Order.doc PINELLAS COUNTY, FLORIDA .. ____-_________?RM?'A BT_______ ______? ___-_____-___-_-___-_-_____-___-_-_--___ eo' r+olr zw ---__ wv.• 869'96'07•L: 134,00YP) mm's ol" W3.001P1 0 909'96'o5R_ 194.08 RA __ ?N09?4370Yf-M-2Y1N? a°xsP Pcm ssae a,emvi ___ -__ wDONI - -- - __??? aimn -e,mml - earraevx ?? xN"s n 1 1 ' i lover ?? I ?-?- I I I 1 ?: 1 1 1 1 MUOS 71694/004/0000 - - FOLIOf 71694)[p41 p N FOLId1 71694/004/0010 1 LOT b ,LOT 7 LOT b f SSS ?? a eaaReri.,,,,_.;. - - LOTS i LOT4 I LOf9 LOT2 LOTI ' g I ' ' 1 A4?FB3FL?fE°R 4a £°r?R V I I LWAL VE9LRIPT M ?: •. '? •.?•.. •, " ??.'6 ?JN 1 I 1 , i?? IORAi?]Am l.lffi rN: N?v,61T ]•PBr CPtT ?2 1 1 I ( 100 9aXx, Pte P°.eP KC°imlu.ee aP nc Pktw 1; _ I I I,?P:e ° .Naha _ ur s.rxa- ""' •ruow seaoml Ios.ooYr1 I .IIY19T„.- ,:nP --,?,-! 1 e,? 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COV1R SFILQt eno ecalll move wva ene-A] ueT w ws?x 1llre vMNAr10N .DA LAw0.R0ADA 6Sw EOOA6eA 6r1?T rSa A. svm n]+LH10! 6lHOMrp{ ru1®A ?-_???.-+-'1 vRr 1 w e N.o. 4611-002 CLIENT STONE PLUMBING s &A5, INC. DATE 2/24/06 PROJECT PROP05ED BUILDING RENOVATION BY JDA PAINT EXISTING OVER HANG IV TOP OF PARAPET WALL TO O ROOF/ OVER HANG \\ NM STUCCO WNDO D? PAINTED TAN IN COLOR O'-0. so" s ELEVATION PAINT EftTTN6 OVER HANG PAINT EXISTTN6 BLOCK TAN IN COLOR NEW STUCCO PAINTED TAN IN COLOR NORTH 1 ELEVATION SCALE. W' ¦ V TH15 DRAWING 15 NOT VALID UNLE56 516NED IN FLIRPLE INK AND HA5 AN EMB05ED 5EAL CUT THRO" THE 516NATURE. ANY 516NATURE 5HOM IN ANY OTHER GOLOR INK 15 NOT AN OR16INAL 5ET OF EITHER GALGULATIONS AND/OR DRAWIN65. • • FRED 5. GARDVELL, P.E., P.L.B. 1000 SOUTH BELGHER RD. BLED -A / UNIT #II LARGO, FLORIDA 33-711 2 J SHEET OF 2 1 0 491-002 CLIENT STONE PLUMBING 8 6A5, INC. DATE 2/24/06 PROJECT PROPOSED BUILDING RENOVATION BY JDA PAM omnld aet ?'?' qee p ?e e nn maSMW PAKW TM M CALM CJ!' 4F "m vWwo ANPA ?mm srxzo vATI Own TM P1 C40LM TM M CIOLM I FNI Y L PA#RB7RM60.oGc i T ULA! EMT I vAtl THIS MM M 15 NOT VALID UNLESS 516WD IN pJRR-E IW AND HAS AN E4305W SEAL CUT THROUGH THE SIGNATURE. ANY SIGNATURE SH" IN ANY OTHER COLOR INK 15 NOT AN OR16INAL SET OF EITHER CALCULATIONS AND/OR DRAWINGS. PRED S. GARDYeLL, P.E., P.L.S. BI- 06-A SOUTH BELGHER RD. BLDG-A /UNIT T #11 IPA= #I I LAR60, FLORIDA 33111 SHEET 2 of 2 SECTION 10, TOWNSHIP 29 SOUTH, RANGE 15, EAST PINELLAS COUNTY, FLORIDA -------------- ePalnxga?e aT_------ -------.E "----- ------------------------------------ 6 ROW 0' x J vo 9 wl H+? 989•B.b,'E 194.00'(P) N84.9.'O,•W 99900YP) ?__? 909'96'09"E 194.0.'M) Rw ND9_44'10'A 994.99114) e•aJ e,oovro Mali-' 1 1 loaM ?'.? 1 1 1 xvR.x _ '. r. A I I I I I b o D n a 1 1 I I 1 ?? a FOLIOS,uNI/004/OOeo t FOLId$ ,1 4/0080 LOT or is. . L C. LOT,":`: }.. 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I J 1 1 1 BLO?Ie 1 1 ?? 1 ? ??r a X 0 1 f ?' _. 1 LOTI LOT S i LOT, I LOT. i LOT 9 I LOT 4 I LOT 9 q I I I I ?? 1' r ( I • I r N RRBD 9. CARDWBLL, PB., P.L.G. ETON! PLUMBING / OaB, INC, = 1 , w >xx i 1 PLaN movam muaxow sDD+iulrn ?.eiene Rr,e?emn , y,? '??..T ?.. IMeo,Ewao? van eo aaDen soar 60 ,.? O IL .S1J,1.a?F? w • 1312 Overlea St. Parking Calculations Office = 4(3) = 1500 x 4 = 6 x 3 = 4.5 Light Assembly = 5(4) = 850 x 5 = 4.25 x 5 = 3.4 Retail Sales = 5(4) =150 x 5 =.75 x 4 =.6 Warehousing = 1.5(1.5) = 1500 x 1.5 = 2.25 x 1.5 = 2.25 Totals 13.25 10.75 ' Clearwater U FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO• MIKE 51ON C FAX: H61v3378 Phone: W?? `I x to 3 DATE: D ?) 17- jZ Z DSUBJECT: Z5 MESSAGE: p,vP A Dcam PAc? - NUMBER OF PAGES(INCLUDING THIS PAGE) 0 0 CITY OF CLEARWATER PLANNING DEPARTMENT Post Office Box 4748, Clearwater, Florida 33758-4748 Municipal Services Building, 100 South Myrtle Avenue, Clearwater, Florida 33756 Telephone (727) 562-4567 Fax (727) 562-4576 March 27, 2006 STONE PLUMBING & GAS 1505 COUNTRY LANE E CLEARWATER, FL 33759 RE: FLS2005-12103 LOCATED AT - 1312 OVERLEA ST Dear : STONE PLUMBING & GAS The following are comments generated at the City's Pre-Development Review Committee (PRE-DRC) meeting regarding your case number: FLS2005-12103 . These comments are generated early to give you assistance in preparing responses to the comments for the upcoming DRC Meeting on: Thursday, March 30, 2006 Please be prepared to address these comments and any others that may be generated at the DRC meeting. Resubmittals will not be accepted at the meeting, please make arrangements to resubmit to Sherry Watkins after the DRC meeting. If you have any questions about times or location, please contact Sherry Watkins, at 727-562-4582. Sincerely, Steven Everitt, Planner I cc: File DRC Pre-DRC Comments Mail Out 3.00 pm Case Number: FLS2006-018 -- 1312 OVERLEA ST 0 Owner(s): Reyes Roman Jr 2185 Water Oak Dr Clearwater, Fl 33764 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: Stone Plumbing & Gas 1505 Country Lane E Clearwater, F133759 TELEPHONE: 727-461-2242, Location: Atlas Page: 269B Zoning District: C, Commercial FAX: No Fax, E-MAIL: No Email Request: Flexible Standard Development approval to reduce the required number of parking spaces from 13 to nine in the Commercial District under the provisions of Section 2-703.I Proposed Use: Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Presenter: Steven Everitt, Planner I Attendees Included: The DRC reviewed this application with the following comments: General Engineering: 1 . Prior to issuance of a Building Permit: 1. Show on the plan that curb is to match existing curb and shall be constructed in accordance with City of Clearwater Contract Specifications and Standards Index #101, page 2 of 2. Include copy of the index with the resubmitted plans. 2. Include City of Clearwater Contract Specifications and Standards Index #109 to meet city sidewalk construction standards. 3. Include City of Clearwater Contract Specifications and Standards Index # 103 to meet city driveway construction standards. 4. Driveway apron is not permitted to extend beyond extended (west) side property line (see Index #103). Revise plan accordingly. 5. Parking space #2 is not practically accessible. Delete or redesign. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: Fire: No Issues Show 30 ' radius into parking lot. Acknowledge PRIOR TO D.O. Maintain 24' clearance in drive.Acknowledge PRIOR TO D.O. Overhang height must be above 14' Acknowledge PRIOR TO D.O. Harbor Master: No Comments Legal: No Comments Land Resources: 1 _ No Issues. Landscaping: No Comments Parks and Recreation: No Comments Stormwater: 1 . Site plan shows no additional impervious to require stormwater attenuation. Development Review Agenda - Thursday, March 30, 2006 - Page 38 Solid Waste: 0 is 1 . Roll-out Dumpsters are limited to 4yd this may create more service at additional cost. Suggest swaping out with handicap parking space, that way there would be a straight shot at your Dumpster and larger sizes may be used. Traffic Engineering: 1 . 1. Gate opening shall be 24-feet wide to allow for two way traffic flow. 2. Relocate handicapped parking space near accessible entrance to allow for 24-foot gate width. 3. Provide an accessible path from a public sidewalk to the building's accessible entrance compliant with Florida Building Code, Chapter 11, Section 11-4.3. 4. Provide 20'x 20' sight visibility triangles at the driveway. (City's Community Development Code, Section 3-904). 5. Provide dimensions for drive aisle. All of the above to be addressed prior to a D.O.. General Note(s): 1) Comply with the current Transportation Impact Fee Ordinance and fee schedule. 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Planning: 1 . How many vehicles will be stored inside the structure? 2. What is your proposed floor plan? Please submit a copy. 3. Section 3-805.B. Front setback. Chainlink fences shall not be permitted in the front yard setback area. Chainlink fences shall only be located on a parcel to the rear of the front building line of the principal building, unless permitted pursuant to Section 3-802(E) above. Please remove the three foot chainlink fence from site plan. If you want a fence higher than three feet in the front of the principal structure then you must comply with the following: Section 3-804.A.2. In the C zoning district, brick or other masonry walls or walls with masonry columns linked by substantial grill work shall be permitted to a maximum height of six feet in a required front setback. Please add fence hieght and type to site plan. Section 3-1402.C. With the exception of parking spaces for detached dwellings, no off-street parking space shall be designed so that a vehicle is required to back into a public right-of-way. Please move the handicapped parking space to a new location with the best accessibility. Section 3-201.D.5. Solid waste containers and recycling or trash handling areas shall be located to facilitate easy and safe access for pickup and shall be provided in accordance with Chapter 32 of the City Code. Notes: Please rotate the dumpster south 90 degrees. 6. Section 3-201.D.1. All solid waste containers, recycling or trash handling areas and outside mechanical equipment shall be completely screened on four sides by a fence, gate, wall, mounds of earth, or vegetation from view from public streets and abutting properties. If such screening is provided by means of a fence, gate, or wall, materials which are consistent with those used in the construction of and the architectural style of the principal building shall be utilized. Please show screening on site plan. 7. Show drive aisle width on site plan. Must be 90 degree parking requires a 24 foot drive aisle. 8. The parking demand for your business is 11 spaces. Please add two more spaces. Other: No Comments Development Review Agenda - Thursday, March 30, 2006 - Page 39 0 0 Mar. 27 2006 01:52PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94613320 Mar.27 01:50PM 01'29 SND 04 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX 0435-7329]. SECTION B: PROPOSED DEVELOPMENT INFORMATION Page 1 of 2 0 0 Everitt, Steven From: mike [plumbing@tampabay.rr.com] Sent: Thursday, March 02, 2006 2:02 PM To: Everitt, Steven Subject: ADDENDUM C 1312 OVERLEA IS THIS WHAT YOU ARE LOOKING FOR? MIKE STONE ADDENDUM - C RESPONSES TO FLEXIBLE CRITERIA FOR SPECIFIC USE, 2-703 I 1. OFFICES 1, HEIGHT B, THERE WILL BE NO INCREASE IN HEIGHT. THE EXISTING BUILDING MEETS HEIGHT REQUIREMENTS. 2, SIDE AND REAR SETBACK THIS IS AN EXISTING BUILDING AND THERE WILL BE NO REDUCTION OF EXISTING SIDE OR REAR SET BACK. THE EXISTING BUILDING MEETS ALL SETBACK, HEIGHT AND LOT WIDTH REQUIREMENTS 3, OFF STREET PARKING THERE WILL BE AMPLE PARKING PROVIDED FOR PROPOSED CHANGE IN USE. PLEASE SEE SITE PLAN SUBMITTED WITH THIS APPLICATION. PARKING REQUIREMENTS FOR RETAIL/SALES/SERVICE 1500 SQFT OF OFFICE AREA 3 SPACES PER 1000 SQFT 150011000 = 1.5 x 3 = 4.5 SPACES 850 SQFT OF LIGHT ASSEMBLY AREA 4 SPACES PER 1000 SQFT 850/1000 =.85 x 4 = 3.4 SPACES 150 SQFT OF SALES AREA 4 SPACES PER 1000 SQFT 15011000 =.15 x 4 = 0.6 SPACES 4.5 + 3.4 + 0.6 = 9 TOTAL PARKING SPACES REMAINING 1500 SQFT OF THE BUILDING IS BEING USED FOR THE 3/3/2006 SECTION B: PROPOSED DEVELOPMENT INFORMATION Page 2 of 2 i i STORAGE OF THE MATERIALS FOR LIGHT ASSEMBLY AND RETAIL SALES MERCHANDISE. 3/3/2006 From: Everitt, Steven Sent: Thursday, March 02, 2006 4:30 PM To: 'mike' Subject: RE: ADDENDUM C Mr. Stone, These answers will be sufficient for completeness. This will allow you to move on in the process. These answers only permit you to move on through the process. They may still need more clarification or modification will review them later for that. Steven Everitt 727-562-4567 x 2563 -----Original Message----- From: mike [mailto:plumbing@tampabay.rr.com] Sent: Thursday, March 02, 2006 2:02 PM To: Everitt, Steven Subject: ADDENDUM C 1312 OVERLEA IS THIS WHAT YOU ARE LOOKING FOR? MIKE STONE ADDENDUM - C RESPONSES TO FLEXIBLE CRITERIA FOR SPECIFIC USE, 2-703 I 1. OFFICES 1, HEIGHT B, THERE WILL BE NO INCREASE IN HEIGHT. THE EXISTING BUILDING MEETS HEIGHT REQUIREMENTS. 2, SIDE AND REAR SETBACK THIS IS AN EXISTING BUILDING AND THERE WILL BE NO REDUCTION OF EXISTING SIDE OR REAR SET BACK. THE EXISTING BUILDING MEETS ALL SETBACK, HEIGHT AND LOT WIDTH REQUIREMENTS 3, OFF STREET PARKING THERE WILL BE AMPLE PARKING PROVIDED FOR PROPOSED CHANGE IN USE. PLEASE SEE SITE PLAN SUBMITTED WITH THIS APPLICATION. PARKING REQUIREMENTS FOR RETAIL/SALES/SERVICE 3/3/2006 • t SECTION B: PROPOSED DEVELOPMENT INFORMATION Page 2 of 2 0 0 1500 SQFT OF OFFICE AREA 3 SPACES PER 1000 SQFT 150011000 = 1.5 x 3 = 4.5 SPACES 850 SQFT OF LIGHT ASSEMBLY AREA 4 SPACES PER 1000 SQFT 850/1000 =.85 x 4 = 3.4 SPACES 150 SQFT OF SALES AREA 4 SPACES PER 1000 SQFT 15011000 =. 15 x 4 = 0.6 SPACES 4.5 + 3.4 + 0.6 = 9 TOTAL PARKING SPACES REMAINING 1500 SQFT OF THE BUILDING IS BEING USED FOR THE STORAGE OF THE MATERIALS FOR LIGHT ASSEMBLY AND RETAIL SALES MERCHANDISE. 3/3/2006 SECTION B: PROPOSED DEVELOPMENT INFORMATION Pagel of 2 Everitt, Steven From: mike [plumbing@tampabay.rr.com] Sent: Friday, March 03, 2006 6:31 AM To: Everitt, Steven Subject: RE: ADDENDUM C Thanks Steve I will bring 14 copies of the required paperwork. mike From: Steven.Everitt@myClearwater.com [mailto: Steven. Everitt@ myClearwater.com] Sent: Thursday, March 02, 2006 4:30 PM To: plumbing@tampabay.rr.com Subject: RE: ADDENDUM C Mr. Stone, These answers will be sufficient for completeness. This will allow you to move on in the process. These answers only permit you to move on through the process. They may still need more clarification or modification. I will review them later for that. Steven Everitt 727-562-4567 x 2563 -----Original Message----- From: mike [mailto:plumbing@tampabay.rr.com] Sent: Thursday, March 02, 2006 2:02 PM To: Everitt, Steven Subject: ADDENDUM C 1312 OVERLEA IS THIS WHAT YOU ARE LOOKING FOR? MIKE STONE ADDENDUM - C RESPONSES TO FLEXIBLE CRITERIA FOR SPECIFIC USE, 2-703 I 1. OFFICES 1, HEIGHT B, THERE WILL BE NO INCREASE IN HEIGHT. THE EXISTING BUILDING MEETS HEIGHT REQUIREMENTS. 2, SIDE AND REAR SETBACK 3/3/2006 SECTION B: PROPOSED DEVELOPMENT INFORMATION Page 2 of 2 THIS IS AN EXISTING BUILDING AND THERE WILL BE NO REDUCTION OF EXISTING SIDE OR REAR SET BACK. THE EXISTING BUILDING MEETS ALL SETBACK, HEIGHT AND LOT WIDTH REQUIREMENTS 3, OFF STREET PARKING THERE WILL BE AMPLE PARKING PROVIDED FOR PROPOSED CHANGE IN USE. PLEASE SEE SITE PLAN SUBMITTED WITH THIS APPLICATION. PARKING REQUIREMENTS FOR RETAIL/SALES/SERVICE 1500 SQFT OF OFFICE AREA 3 SPACES PER 1000 SQFT 150011000 = 1.5 x 3 = 4.5 SPACES 850 SQFT OF LIGHT ASSEMBLY AREA 4 SPACES PER 1000 SQFT 850/1000 =.85 x 4 = 3.4 SPACES 150 SQFT OF SALES AREA 4 SPACES PER 1000 SQFT 15011000 = .15 x 4 = 0.6 SPACES 4.5 + 3.4 + 0.6 = 9 TOTAL PARKING SPACES REMAINING 1500 SQFT OF THE BUILDING IS BEING USED FOR THE STORAGE OF THE MATERIALS FOR LIGHT ASSEMBLY AND RETAIL SALES MERCHANDISE. 3/3/2006 0 0 LL CITY OF CLEARWATER > Clearwater PLANNING DEPARTMENT ° MUNICIPAL SERVICES BUILDING ° 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER.COM March 09, 2006 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 1312 OVERLEA ST (FLS2006-02014) To Surrounding Property Owners: As a property owner within 200 feet of 1312 OVERLEA ST, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to reduce the required number of parking spaces from 13 to nine in the Commercial District under the provisions of Section 2-703.I. On March 30, 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 March 30, 2006. The City encourages you to participate in the review of this application. You may contact me at 562-4567x2563 orSteven.Everitt@myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on March 30, 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, ?CQJlJ??/Yl? Steven Everitt Planner I Letter of Notification - FLS2006-02014 - 1312 OVERLEA ST TINSLEY, JAMES S STAGG, JAMES E CLEARWATER, CITY OF 1408 N BETTY LN 3332 OLD COX RD PO BOX 4748 CLEARWATER FL 33755 - 2607 CHASE CITY VA 23924 - 5205 CLEARWATER FL 33758 - 4748 H & S REALTY & PROPERTY INC 5012 (A) E BROADWAY TAMPA FL 33619 - 2712 FRANKLIN, EVELIN 1312 SPRINGDALE ST CLEARWATER FL 33755 - 2740 BETHANY CHRISTIAN METHODIST EP 1325 SPRINGDALE ST CLEARWATER FL 33755 - 2741 ROMAN, REYES 2185 WATEROAK DR N CLEARWATER FL 33764 - 6656 ROMAN, REYES JR 2185 WATER OAK DR CLEARWATER FL 33764 - 6656 SIERRA, FRANCISCO SIERRA, MARISOL 1324 OVERLEA ST CLEARWATER FL 33755 - 3422 PORTALA, SARAH J 1317 OVERLEA ST CLEARWATER FL 33755 - 3423 FLOYD, THOMAS SR FLOYD, ELIZABETH 0 1471 FAIRMONT ST CLEARWATER FL 33755 - 2753 IRVINE, DAN PO BOX 272422 TAMPA FL 33688 - 2422 BRINSON, CHARLIE 1316 SPRINGDALE ST CLEARWATER FL 33755 - 2740 EDGE, SHARON L 1321 SPRINGDALE ST CLEARWATER FL 33755 - 2741 GHOLAMPOUR, BEHNAM 1427 N BETTY LN CLEARWATER FL 33755 - 2608 CRABTREE, RICHARD CRABTREE,BENTE 1569 LEVERN ST CLEARWATER FL 33755 - 3525 OVERLEA TRUST 46 SUNSET BAY DR BELLEAIR FL 33756 - 1643 DE BUSK, PEGGY A 1315 OVERLEA ST CLEARWATER FL 33755 - 3423 ROLAND, AUTUMN 1504 STEVENSONS DR CLEARWATER FL 33755 - 2646 KING, WILLIE L KING, BERTHA M 1308 SPRINGDALE ST CLEARWATER FL 33755 - 2740 WILLIAMS, JESSIE H 1320 SPRINGDALE ST CLEARWATER FL 33755 - 2740 1317 SPRINGDALE ST LAND TRUST PO BOX 22572 TAMPA FL 33622 - 2572 BETTYLANESHOPPINGCENTER LLC 1417 W CURLEW PL TARPON SPRINGS FL 34689 - 2959 BRYANT, WILLIE R WILLIAMS, LOVETTA B 1201 STONEY BROOK LN DUNEDIN FL 34698 - 4825 BORDEN, JEANETTE 46 SUNSET BAY DR BELLEAIR FL 33756 - 1643 RICHEY, PAT F 1309 OVERLEA ST CLEARWATER FL 33755 - 3423 JAYE, DAVID L THE JAYE, KATHLEEN A THE 2856 SHADY OAK CT CLEARWATER FL 33761 - 2829 WATERS, JAMES L THE Clearwater Neighborhood Coalition STE 2451 BOND AVE President Sandra Kerr FLS2006-02014 CLEARWATER FL 33759 - 1200 PO Box 8204 1312 OVERLEA Clearwater, F133758 9 • Clearwater U FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 FAX• -7 Z-7 - ?) -3 Z. 8 Phone: FROM: - -% L. -- % ?s63 DATE:0 ?z 0AL SUBJECT: 131 f???sPCti C=L.s Zboto-ozoQq MESSAGE: NUMBER OF PAGES(INCLUDING THIS PAGE) Clearwater U March 06, 2006 Stone Plumbing & Gas 1505 Country Lane E Clearwater, Fl 33759 CITY OF CLAARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W . MYC LEARWATER. C OM RE: FLS2006-02014 -- 1312 OVERLEA ST -- Letter of Completeness Dear Stone Plumbing & Gas : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-02014. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Development Review Committee (DRC) will review the application for sufficiency on March 06, 2006, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 562-4567x2563 or Steven.Everitt@myclearwater.com. Sincerely yours, ?v l.f? v?3 Steven Everitt Planner I Letter of Completeness - FLS2006-02014 - 1312 OVERLEA ST 0 r Mar. 06 2006 09:03AM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94613320 Mar.06 09:02AM 00'53 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' ##04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-808-FOP-FAX C435-7329). • Clearwater March 01, 2006 Stone Plumbing & Gas 1505 Country Lane E Clearwater, F133759 CITY OF CLPARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W.MYCLEARWATER.COM RE: FLS2006-02014 -- 1312 OVERLEA ST -- Letter of Incompleteness Dear Stone Plumbing & Gas : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-02014. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. Record deed with the Pinellas County Clerk of the Court. Submit copy to Planning Department. "General Warrenty Deed" date stamped 03/01/2006 was not recorded with the Pinellas County Clerk of the Court. 2. Sheet 2 of the Flexible Standard Development Application - "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." - The flexibility criteria is in Section 2-703.R. of the Community Development Code. 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 10 am on Monday, March 6, 2006 If you have any questions, please do not hesitate to contact me at 562-4567x2563 or Steven.Everitt@myclearwater.com. Sincerely yours, Steven Everitt Planner I Letter of Incompleteness - FLS2006-02014 - 1312 OVERLEA ST t Mar. 01 2006 02:46PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94613320 Mar.01 02:45PM 00'40 SND 01 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1--HELP-FAX C435-7329). 0 0 ), F d ) ?,7p `. I'?}?1 y?/ p? ll r *' yr ?? J _ w ?i?, ?r „r,v i4 ya !lilt iD? lilt! Y 7e ',,7 11 1 J Y? • ?1 ' • r ,tie ,t... ?,,.-? ,•.?.?? 6/t _ , ,: , "i PHOTO *I 0 Vi j, Rv" MR 0 6 Zoos ? IG & DEVEL r < i SVGS{ ry QE GI9AEi1cY A lJ ER _ i 0 I V Y _ a PH OTo 4Z, Y D MO 0 s2WO 0 0 m ONE Y ' -;-; op r is PMoro 3 Y D MAR os20061 0 0 Y?+rarl? 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WIN t ftLa?o??LL -4, of 'a 0 w: kl- Iwo 9th lpt sip Y' + fi i FICTC, MAR06Z J Svcs, 0 0 PHOror,l?-,,A*k-l 13 U6 Lt Y 11AR 0 62006 Ill. r; ? 0 0 r .s- PHOTO 11--1 Cal, I 66L rMA4 6 2006 PLANNING & D,_ T c;'dCS • s x i v ? id qpw ,irtt?'_• ",' p OD c?uu? rug o 6 zoos PLANNING & 6EVEL RAENTSVC ?IT?( GF U P F.R. 0 0 PHOTO 16 ZT" ? inellas County Property App r* ser Information: 10 29 15 71694 004 0 ,0 Page 2 of 6 10 / 29 I 15 / 71694 / 004 1 0120 27-Apr-2006 Jim Smith, CFA Pinellas County Property Appraiser 13:36:59 Ownership Information Non-Residential Property Address, Use, and Sales STONE PLUMBING & GAS INC OBK: 14965 OPG: 1342 1686 N HERCULES AUE CLEARUATER FL 33765 EVAC: B EUAC Comparable sales value as Prop Addr: 1312 OUE RLEA ST of Jan 1, 2005, based on Census Tract: 263.00 f 003 2004 rom 2 - : sales 0 Sale Date OR Book/Page Price (Qual/UnQ) Vac/Imp Plat Information 3 12,006 14,965/1,342 300,000 (M) I 1952: Book 028 Pgs 098- 3 12,003 12,595/2,625 84,400 (Q) I 0000: Book Pgs - 6 /1,998 10,137/1,821 180,000 (M) I 0000: Book Pgs - 0 /0 0/ 0 0 { ) 2005 Value EXEMPTIONS Just/Market: 98,000 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed/Cap: 98,000 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 98,000 Agricultural: 0 2005 Tax Information District: Cu Seawall: Frontage: Clearwater View: 05 Millage: 23.2372 Land Size Unit Land Land Land Front x Depth Price Units Meth 05 Taxes: 2,277. 25 1) 105 x 123 3. 00 12,915. 00 S Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2005 taxes will be : 5) 0 x 0 .00 .00 2,277.25 6) 0 x 0 .00 .00 Without any exemptions, 2005 taxes will be 2,277.25 Shprt Legal PINE RIDGE BLK D, E 38FT OF LOT 12 & Description LOT 13 L Building Information http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 4/27/2006 Pinellas County Property Appryser Information: 10 29 15 71694 004 0 0 Page 3 of 6 Property_ and Land Use Code descriptions . Building 1 . Building.2 Building #1 10 / 29 / 15 / 71094 / 004 / 0120 :01 27-Apr-2006 Jim Smith, CFA Pinellas County Property Appraiser 13:37:00 Commercial Card 01 of 2 Improvement Type: Warehouse Property Address: 1312 OUERLEA ST Prop Use: 343 Land Use: 27 Structural Elements Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Concrete Block Height Factor 0 Party Wall Hone Structural Frame Hone Roof Frame Flat Roof Cover Built Up/Wood Cabinet & Mill Hone Floor Finish Concrete Finish Interior Finish Hone Total Units 0 Heating & Air Hone Fixtures 3 Bath Tile Hone Electric Average Shape Factor Rectangle Quality Average Year Built 1,966 Effective Age 25 Other Depreciation 15 Function Depreciation 0 Economic Depreciation 0 Sub Areas Description Factor Area Description Factor Area 1) Base Area 1.00 1,500 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 Commercial Extra Features Description Dimensions Price Units Value RCD Year 1) ASPHALT 1.75 6,000 10,500 101500 999 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) 00 0 0 0 0 TOTAL RECORD VALUE: 10,500 Building #2 http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 4/27/2006 Pinellas County Property Apprer Information: 10 29 15 71694 004 O1 Page 4 of 6 10 / 29 / 15 / 71094 / 004 / 0120 :02 27-Apr-2006 Jim Smith, CFA Pinellas County Property Appraiser 13:37:00 Commercial Card 02 of 2 Improvement Type: Warehouse Property Address: 0 Prop Use: 343 Land Use: 27 Structural E1E3mE3 nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Concrete Block Height Factor 0 Party Wall None Structural Frame None Roof Frame Flat Roof Cover Built Up/Wood Cabinet & Mill None Floor Finish Concrete Finish Interior Finish None Total Units 0 Heating & Air None Fixtures 2 Bath Tile None Electric Average Shape Factor Rectangle Quality Average Year Built 1,967 Effective Age 25 Other Depreciation 15 Function Depreciation 0 Economic Depreciation 0 Sub ArE3aS Description Factor Area Description Factor Area 1) Base Area 1.00 2,460 7) .00 0 2) Canopy .20 820 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 Cc mmarci.a1 Extra Featur s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Map With Property Address (non-vacant) F*- I F E T F+_ I E J F`,', http://Pao.co.pinellas.fl.uslhtbinlcgi-scr3?o=l &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 4/27/2006 ' Pinellas County Property App4r Information: 10 29 15 71694 004 0 4 Page 5 of 6 1241 ?UL CAROL L D R50 L laui 00oB i3u.J 00B1 13u4 , CEDE x VI.01D Ir i_.,ci I r?D 131215 ?OD B9AV I ST ST ST 3 L BI I III 5 c j II5LL B Lt R, B 131 S M,? y G qq N4D -57 ST ST S ST . ST PR I N DAL E 7 5 C.M.E BETH S P I- I I S 321 NGD LE S ? NN T ST ? F D EB 1312 GVEEA 316 V ST I32D 1fR L 1324 RL 1330 VE L E ST ST ST dd LL C .w c a Ca T 1 U \ 1/8 Mile Aerial Photograph (2002) http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 4/27/2006 VERLEA Pinellas County Property Appr 'ser Information: 10 29 15 71694 004 0? - Pinellas County Property Appraiser Parcel Information Back to Search Page An _explanation of this screen Page 6 of 6 http://pao.co.pineIlas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 4/27/2006 Pinellas County Property Appra er Information: 10 29 15 71694 004 01?0 Page 1 of 5 Appraisal information Building information Map, 0.16 mile radius Same area, cartographic information Same area, Land Use, Property Use codes, etc. Same area, Sales Info Back to Search Paae An explanation of this screen Mass Appraisal is the systematic appraisal of groups of properties as of a given date using standardized procedures and statistical testing. Its purpose is to provide an equitable and efficient appraisal of all property in a jurisdiction for ad-valorem tax purposes. We recognize that there is a reasonable range of values within which a property can sell. Our Mass Appraisal Market Value tends toward the lower end of the range. Finally, our values are historical and are developed using arms length sales from the three years prior to January 1. If there are insufficient sales to conduct a market analysis then older sales may also be considered. For this reason, our values are generally lower than what a seller will ask for a property in today's appreciating market. , Appraisal Information http://pao.co.pinellas.fl.uslhtbinlcgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&... 4/27/2006 Pinellas County Property Apper Information: 10 29 15 71694 004 010 Page 2 of 5 10 / 29 / 15 / 71694 / 004 / 0000 27-Apr-2006 Jim Smith, CFA Pinellas County Property Appraiser 13:37:37 Ownership Information Uacant Property Use and Sales STONE PLUMBING & GAS INC OBK: 14965 OPG: 1342 1686 N HERCULES AUE CLEARWATER FL 33765 EVAC: B EUAC Comparable sales value as Prop Addr: 0 of Jan 1, 2005, based on Census Tract: 263.00 sales from 2003 - 2004: 0 Sale Date OR Book/Page Price (Qual/UnQ) Vac/Imp Plat Information 3 /2,006 14,965/1,342 300,000 (M) U 1952: Book 028 Pgs 098- 11/2,003 13,224/ 901 84,400 (0) U 0000: Book Pgs - 6 /1,998 10,137/1,821 180,000 (M) U 0000: Book Pgs - 0 /0 01 0 0 { ) 2005 Value EXEMPTIONS Just/Market: 39,600 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed/Cap: 39,600 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 39,600 Agricultural: 0 2005 Tax Information District: CU Seawall: Frontage: Clearwater View: 05 Millage: 23.2372 Land Size Unit Land Land Land Front x Depth Price Units Meth 05 Taxes: 920.19 1) 134 x 116 3. 00 15,544. 00 S Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2005 taxes will be : 5) 0 x 0 .00 .00 920.19 6) 0 x 0 .00 .00 Without any exemptions, 2005 taxes will be 920.19 Short Legal PINE RIDGE BLK 0, LO TS 6 & 7 Description L Building Information http://pao.co.pinellas.fl.us/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &t=.16&s=4&t3=1 &u=0&... 4/27/2006 Pinellas County Property App4r Information: 10 29 15 71694 004 0110 10 l 29 15 / 71694 I 004 I 0060 Page 3 of 5 27-Ap.r-2006 Jim Smith, CFA Pinellas County Property Appraiser 13:37:37 Vacant Parcel Property Use: 000 Land Use: 10 VaCan.t Extra FIB aTur4Bs Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Map With Property Address (non-vacant) F*_1R[_-tIF4_1mnI http://pao.co.pinellas.fl.uslhtbinlcgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&... 4/27/2006 Pinellas County Property App er Information: 10 29 15 71694 004 0 DR CAROL DR' DR 01241 0L ADP S n R0SO SEVEERI N SD O IAI ?MS LTTY ?iq-jbj4 cra BETTY L N -'2 00 C?J Page 4 of 5 WOODBINE 1305 0DBI 1.3?1`` ? 0D 131 ? D I I pg, ! 13-S M 6O 1329 B EDODBIX 1333 ED B I ST ST S T I ST ST D I T c 1304 RI7 1,308 HT R 1312 E1' T 31 + A E LE LW B ? ST TV SPR IN DALE BETH C.M E 1421 1317 321 . BLNY ? SP IST PSD LE S Ft U 1407 BLN Y 1312 OVERLEA 1316 V ERL I 1320 F 1324 1330 332 1 ST ST c ST T ST VERL E?. E DVERLEA i t 13 BETTY 1309 VERL RL 1315 ERL V?L I R 1321 I 7 I ? 1333 VERLEA LN 11ERL VE LE V L ST ST S7 ST ST ............ ....__ ................_, PARK 1/8 Mile Aerial Photograph (2002) http://pao.co.pinellas.fl.uslhtbinlcgi-click?o=l &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&... 4/27/2006 Pinellas County Property Appoer Information: 10 29 15 71694 004 0 ! U Page 5 of 5 Pinellas County Property Appraiser Parcel Information http://pao.co.pinellas.fl.us/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &i=.16&s=4&t3=1 &u=0&... 4/27/2006 a -Pinellas County Property App* r Information: 10 29 15 71694 004 04 Page 1 of 6 Appraisal information Building :information Map, 0.16 mile radius Same area, cartographic information Same area, Land Use, Property Use codes, etc. Same area, Sales Info 1 /8 mile aerial photo (2002) D OQuestions bout This Page? View Comparable Non-Residential Sales Mass Appraisal is the systematic appraisal of groups of properties as of a given date using standardized procedures and statistical testing. Its purpose is to provide an equitable and efficient appraisal of all property in a jurisdiction for ad-valorem tax purposes. We recognize that there is a reasonable range of values within which a property can sell. Our Mass Appraisal Market Value tends toward the lower end of the range. Recent upgrades or remodeling efforts completed by a seller in order to prepare a property for sale, especially those on the interior of a building, are often not reflected in -our Comparable Sales Value. Finally, our values are historical and are developed using arms length sales from the three years prior to January 1. If there are insufficient sales to conduct a market analysis then older sales may also be considered. For this reason, our values are generally lower than what a seller will ask for a property in today's appreciating market. Appraisal Information http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 4/27/2006 v~ ' Q . o 0 a 0 N N <1' 4~' W tN IL7~ ~ Q w ~ ti~7 j 'u':' ~ J tiYJ r~ i'~ ~ w i >x ~ ~e ~ ~ ~u a , t AREA GA GU ATIONS: L L ELECTRIC: SEYVER: OWNER: EXISTING BUILDING 3,883 SQFT = .Oql ACRES = 30.12 FLORIDA POWER CORP. CITY OF GLEARWATER SOLID WASTE STONE PLUMBING ~ 6A5, ING, EXISTING OVER HANG 1,314 SQFT = ,030 ACRES = 10.1395 ATTN.: JOE BOLE5INA ATTN,: TOM GLENN 1686 N. HERCULES AVENUE 301 COURT STREET 100 5. MYRTLE AVENUE GLEARWATER, FLORIDA 33165 EXISTING ASPHALT TO BE RESURFACED 5,340 SQFT = .123 ACRES = 41.169b GLEARWATER, FLORIDA 33156 GLEARWATER, FLORIDA 33156 (121) 461-2242 EXISTING ASPHALT TO BE REMOVED q3 SQFT = ,002 ACRES = 0.1295 (727) 464-3165 (121) 562-4141 EXISTING CONCRETE TO BE REMOVED 2,100 SQFT = .048 ACRES = Ib.lq~ - EXISTING CONCRETE TO REMAIN 138 SQFT = .003 ACRES = 1.0690 Z m , TELEPHONE: YVA~TER: 5URVEYOR: TOTAL 12,gb8 SQFT = 2q1 ACRES = 100.0;15 ~ ' ........WOODBINE.ST..........,,~.........~, :.,.,__WOODBINEST........ woooeiNe sr VERIZON FLORIDA, ING, -CITY OF GLEARWATER LAND RESOURCES AYU50 SURVEYING, INC. ~ . ATTN.: TONY GREDID ATTN.: RICK ALBEE 3851 62ND AVENUE NORTH SUITE J IMPROVEMENTS . ' c~ ; 1+F.GL DR. CONCRETE WALK WAY.TO BE ADDED 511 SQFT ; ; 1280 E. CLEVELAND STREET 100 5, MYRTLE AVENUE PINELLAS PARK, FLORIDA 33781 GLEARWATER, FLORIDA 33155 GLEARWATER, FLORIDA 33156 (121)-528-2399 GREEN SPACE TO BE ADDED J ' f, - (121) 562-1142 (121) 562-4141 (2,100 REMOVED GONG - 577 PROP. GONG (121) 562-1193 + q3 ASPHALT REMOVED) I,blb SQFT / PROPO D P14RIC1 IN~ORM~4tI0N ~ m~ ~ Z PARKING REQUIREMENTS: ..,,,...SPRINGDALE ST .,..,,,,.,,SPRiNGDALE ST.,.,. OFFICE - 3 SPACES PER 1000 SQFT GFA ; • • • °SPRi NGDALE ST• • • • z LIGHT A55EMBLY - 4 SPACES PER 1000 SQFT GFA - ` GENERAL LAN~SGAPE NOTES 5ALE5 - 4 SPACES PER 1000 SQFT GFA ~ W ' I. THE LANDSCAPE CONTRACTOR SHALL GRADE PLANTING BEDS, A5 REQUIRED, TO PROVIDE POSITIVE ' CALCULATIONS: z DRAINAGE AND PROMOTE OPTIMUM PLANT GROWTH, 0 ICE: 1500 SQFT FF 2, ALL RECOMMENDED TREES AND PLANT MATERIALS WILL BE GRADED A5 NURSERY GRADE N0. I OR BETTER - AS OUTLINED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, DIVISION OF PLANT 1500 / 1000 = 1.5 x 3 = 4,5 SPACES ' " INDUSTRY "GRADES AND STANDARDS FOR NURSERY PLANTS",1TH EDITION, 1998 AS REVISED FROM TIME TO A55EMB Y: 850 SQFT LIGHT L 850 / 1000 = 0.85 x 4 = 3.4 SPACES ' ; TIME. 5ALE5: 150 SQFT k':< o 3. ALL PLANTING SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA NURSERYMEN'S AND GROWER'S ' 150/1000=0.15x4=0.6SPACES ' OVERLEAST m.~,,,,~.~..........,_,,,,,,.... ..........OVERLEAST,..„:.. A550GIATIONS APPROVED PRACTICES. SUPPLIES STORAGE: 1500 SQFT aveR~easr 4, ALL PLANTS SHALL BE FERTILIZED WITH AGRIFORM 20-10-5 TABLETS A5 PER THE MANUFACTURERS SPEGIFIGATIONS IN CONJUNCTION WITH NOTE # 5, 1483 / 1000 = 1.46 x I S = 2.22 SPACES 5. THE.PLANTING 501E SHALL BE THE APPROXIMATE PROPORTIONS A5 FOLLOWS: 50`6 SAND AND 50~ ORGANIC TOTAL: 4.5 + 3.4 + 0.6 + 2.22 = 10.12 OR II SPACES (10 REGULAR AND I HANDICAPPED MATERIAL CONSISTING OF NATIVE PEAT, WELL-DECOMPOSED SAWDUST, LEAF MOLD AND TOP SOIL. IT SHALL PROVIDE A GOOD PLIABLE AND THOROUGHLY MIXED MEDIUM WITH ADEQUATE AERATION, DRAINAGE AND WATER-HOLDING CAPACITY. IT SHALL AL50 BE FREE OF ALL EXTRANEOUS DEBRIS, SUCH A5 ROOTS, STONES, ` ' ' WEEDS, ETC, z € b, ALL PLANTING AREAS SHALL RECEIVE A 3" LAYER OF RECYCLED HARDWOOD LOG MULCH, WHICH I S TD BE GENER,4L NOTES: ~ J _ m WATERED-IN AFTER INSTALLATION. I. PROPERTY ZONED: G a w 2. LAND USE: COMMERCIAL m 1, THE PLANT MATERIAL SCHEDULE 15 PRESENTED FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT KEY, THE PLAN SHALL PREVAIL. Z 3. MINIMUM ZONING DISTRICT SETBACKS: FRONT: 5 FT, SIDE: 10 FT, REAR: 15 FT € - 8, PLANTS SHALL MEET SIZE, CONTAINER, AND SPACING SPEGIFIGATIONS, ANY MATERIAL NOT MEETING 4. FLOOR AREA RATIO: 30.119x -ENGMAN-s ' ' T ~......,...._..._.ENGMANST"...,. - SPEGIFIGATIONS SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE, 5, IMPERMEABLE SURFACE AREA = 11352 / 12gb8 = 61.54 0 a _ z _ ~ PINEBR001 PwEeROOK oR 9. ALL TREE AND SHRUB LOCATIONS ARE SUBJECT TO GRANGE, ALL LOCATIONS SHALL BE APPROVED BY THE b. ALL DISTURBED AREAS MUST BE 50DDED OR SEEDED (INCLUDING RIGHT-OF-WAY) CITY PROJECT MANAGER PRIOR TO PLANTING. 10, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING FULLY BOTR THE SITE AND THE BID 1. NO MECHANICAL EQUIPMENT MAY BE PLACED WITHIN ANY SETBACK REQUIREMENT °I m W ~ m 8. ALL PLANT MATERIAL MUST BE FLORIDA GRADE I OR BETTER LL € ? DOCUMENTS. DISCREPANCIES IN THE DOCUMENTS OR THE ACTUAL SITE CONDITIONS SHALL BE REPORTED TO q. FLOOD ZONE: "AE"(EL.10'), "AE"(EL,107 COMMUNITY PANEL No.1250gb-OIObH, 12513q-0106H DATED: 05-I1-05 THE CITY PROJECT MANAGER IN WRITING AT THE TIME OF BIDDING OR DISCOVERY. NO ACCOUNT SHALL BE 10. DURING CONSTRUCTION INSTALL A SEDIMENT BARRIER AROUND THE PERIMETER OF THE ENTIRE SITE SEE DETAIL MADE AFTER CONTRACT COMPLETION FOR FAILURE TO REPORT SUCH CONDITION, OR FOR ERRORS ON THE II. HEIGHT OF BUILDINGS NOT TO EXCEED 25'. PART OF THE LANDSCAPE CONTRACTOR AT THE TIME OF BIDDING, II. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NEGE55ARY APPLICABLE 12. ATTENTION: THE EROSION/SEDIMENT LOCATIONS AND DETAILS SET IN THIS SITE PLAN HAVE BEEN DEVISED BY THE PROJECT ENGINEER TO MEET THE REQUIREMENTS OF THE FEDERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND LICENSES TD PERFORM THE WORK SET FORTH IN THIS PLAN SET AND THE SPEGIFIGATIONS. PROGRAM, FAILURE TO MAINTAIN THESE CONTROLS, OR AN ILLICIT DISCHARGE RESULTING FROM THEIR FAILURE WILL LIKELY ~ - 12. PLANT MATERIAL SHALL BE BID A5 SP~GIFIED UNLESS UNAVAILABLE, AT WHICH TIME THE CITY PROJECT RESULT IN FINE CITATIONS. SEG. 58-23q OF THE PINELLAS COUNTY GODS AUTHORIZES PENALTIES OF UP TO X5,000 FOR r/ MANAGER WILL BE NOTIFIED BY TELEPHONE AND IN WRITING OF INTENDED GRANGES. ~ EACH OFFENSE. ~ Vie, ' , / ~ L 13. ANY AND ALL QUESTIONS CONCERNING THE PLAN SET AND/OR SPEGIFIGATIONS SHALL BE DIRECTED TO THE ~ 13, ALL DE51GN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS 5ET DOWN IN CITY OF GLEARWATER LAND F /;,s!i,>~%~•%~~ ' ~ ~ DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS. ~ ; / ~ ! iyyN, CITY PROJECT MANAGER AT (121) 562-4131. 14. THERE SHALL BE NO ADDITIONS, DELETIONS OR 5UB5TITUTIONS WITHOUT THE WRITTEN APPROVAL OF THE CITY 1 14. THERE IS NO DELINEATION OF JURISDICTIONAL WETLANDS WITHIN THE PROPER % ' TY , ~y m. PROJECT MANAGER. I 15. DISTURBED AREA WITHIN THE RIGHT OF WAY WILL BE COMPACTED TO 100 OF MAXIMUM DENSITY AND 50DDED, ~",i.~ ••.,a ~ . car, 15, THE LANDSCAPE CONTRACTOR SHALL GUARANTEE, IN WRITING, PLANT SURVIVABILITY FOR A PERIOD OF ,.y~'~"~ ~ ~ TWELVE (12) MONTHS FROM FINAL ACCEPTANCE BY THE CITY PROJECT MANAGER. i ,r,,,,, SpR N D . ~/'i6/~i/,~~~/, Ib. No STOCKPILING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT AND DEBRIS WILL BE REMOVED FROM JOB SITE ~ y, ~ ,d;;c,,a~.~sr,,,,Y cis' , ~ ~ ~ . ,/r/~ ~i//,,,, , ~r~~'~~~~~~~///~; 16. ALL DIMENSIONS TO BE FIELD-GREGKED BY THE LANDSCAPE CONTRACTOR PRIOR TO LANDSCAPE MATERIAL DAILY, ROADS AND SIDEWALK TO BE SWEPT DAILY AS PART OF DAILY G EA -U ~~~~i ~ ~ , ~ . ~ ~ Il. ALL RIGHT-OF-WAY INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED IN THE STATE OF FLORIDA ' ~ INSTALLATION, DISGREPANGIES SHALL BE REPORTED IMMEDIATELY TO THE CITY PROJECT MANAGER. / / , i~ UTILITIES ACCOMMODATIONS MANUAL. . /y~, ~H•/~ 11. ALL MATERIALS MUST BE A5 SPECIFIED ON THE LANDSCAPE PLAN, IF MATERIALS OR LABOR DO NOT /~y „ ~ 'f ~ i z., r ~ r 16, SIGNS AND BARRICADES TO BE IN ACCORDANCE WITH THE U,S. DEPARTMENT OF TRANSPORTATIONS MANUAL OF UNIFORM ~ ~ r ~ • % ; ADHERE TO SPEGIFIGATIONS, THEY WILL BE REJECTED BY THE CITY PROJECT MANAGER WITH PROPER G GO ~.,G~;x ~ TRAFFI NTROL DEVICES AND THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS INDEXES 600 THRU 650. i INSTALLATION CARRIED OUT BY LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST. Iq. A MAINTENANCE OF TRAFFIC PLAN A5 PER THE FDOT STANDARDS 604 WILL BE USED FOR ANY GONSTRUGTIO 0 ~ N T OGGUR ~ / ~ , ;e,~, ~ / 18. ALL PERMITS NEGE55ARY ARE TO BE PROVIDED BY THE INSTALLING CONTRACTOR UNLESS OTHERWISE NEAR THE RIGHT OF WAY. ,:i~ . ~ 20, ALL PROPOSED WORK MUST COMPLY WITH THE FDOT ROADWAY PLANS PREPARATION MANUAL (i.e, PPM) ~ , : ~ SPECIFICALLY STATED IN THE SPEGIFIGATIONS, ~ v ~ ~ ~ 19, ND CONTRACTOR IDENTIFICATION SIGNS 5f•fALL BE PERMITTED ON THE PROJECT, EXCEPT FOR THE PROJECT / / .,;o 21. SAW GUT EXISTING EDGE OF PAVEMENT PRIOR TO PLACING NEW ASPHALT INFORMATION SIGNS, r~ 22, ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE GONSTRUGTION RELATED DAMAGE IN THE OPINION OF CITY OF ~ ` r~ ~ ~ 20, EXISTING 50D SHALL BE REMOVED A5 NEGE55ARY TO ACCOMMODATE NEW PLANTINGS, GLEARWATER HIGHWAY DEPARTMENT, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS ,y 21. ANY EXISTING 50D AREAS THAT ARE UNNECESSARILY DISTURBED DURING THE LANDSCAPE INSTALLATION COUNTY HIGHWAY DEPARTMENT. ' ~ / 23. ANY WELLS FOUND ON SITE WILL BE ABANDONED BY FLORIDA LICENSED WATER WELL CONTRACTOR ~ { SHALL BE RE50DDED TO MATCH EXISTING. 22, THE LANDSCAPE CONTRACTOR WILL BE RESPONSIBLE FOR THE.GOLLEGTION, REMOVAL, AND PROPER 24. ALL UTILITIES MUST BE FIELD LOCATED BEFORE DIGGING OF ROAD OR GROUND, ' ~ € ~ DISPOSAL OF ANY AND ALL DEBRIS GENERATED DURING THE INSTALLATION OF TRIS PROJECT. / ,I ~ / v, ~ ~ " y„ ~ , . y ~ - / IRRIGATION NOTES . I. A LOW VOLUME IRRIGATION SYSTEM, THAT PROVIDE510095 COVERAGE TO ALL PROPOSED ~ % , PLANTINGS, WILL BE DESIGNED AND INSTALLED BY THE CONTRACTOR, / SH~Et INDEX - 2, THE PROPOSED IRRIGATION SYSTEM MUST MEET OR EXCEED ALL APPLICABLE CITY GODS ~~i REQUIREMENTS, (LE., BACK FLOW PREVENTION, AUTOMATIC RAIN SHUTOFF DEVICE, ETC,..) ~ / - SHEET NUMBER SHEET TITLE 3. IRRIGATION SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY E ~ ~ ~ ~ TH CITY PRIOR TO THE COMMENCEMENT OF WORK, G-I OF b COVER SHEET h / 4. IRRIGATION SYSTEM MUST BE INSPECTED AND ACCEPTED BY CITY PROJECT MANAGER 5P-I OF 6 EXISTING SURVEY AND DEMO co ~ • "r .PRIOR TO INSTALLATION OF MULCH. ~ JRIGINAL r 5. IRRIGATION A5-BUILT DRAWINGS WHICH ACCURATE y LY AND CLEARLY IDENTIFY ALL , 5P-2 OF 6 PROPOSED SITE PLAN DECEIVED MODIFICATIONS ~/OR SUBSTITUTIONS, MUST BE SUBMITTED PRIOR TO FINAL INSPECTION AND y ACCEPTANCE, ~T . ~ f• 5P-3 OF b LANDSCAPE PLAN , b. THE EXISTING 5/8 WATER METER WILL BE UTILIZED FOR THIS IRRIGATION SYSTEM. ~ ° 5P-4 OF b DETAILS ` ~R 2 5 ZOO6 1. THE LANDSCAPE CONTRACTOR MUST COORDINATE THE PLACEMENT AND POWER SUPPLY FOR 5P-5 OF b PROPOSED BUILDING LAYOUT .;~,~dNING DEPARTMENT' THE IRRIGATION CONTROL TIMER WITH THE CITY AND THE GENERAL CONTRACTOR ";iTY OF CLERRVJ.ATE~? 8. THE FOLLOWING IRRIGATION SYSTEM COMPONENTS WILL BE UTILIZED PER EACH ~ ~ / • ; MANUFACTURERS' SPEGIFIGATIONS, TORO-NETAFIM TECH INE L SELF GLEANING, PRESSURE-COMPENSATING EMITTER LINE HARDIE - RAINDIAL 6 STATION OUTDOOR CONTROL iemz=I \ 11 • 1 of 11 ~j NG osl ALABAMA#14469 FLORID # 1560-T S. TH15 DRAWIN6:15d! IN-, INK DATE: 2/24/06 REV BY DATE tt SF~T III # i P.M. INC. GEORG # 14241 ~ Npp ?#0 3 1000 5OUTH BEL.GHER ROAD BLDG-A / UNIT #II PHA5E 151TE RENOVATION a ` 4a r~ ^ r DRAWN BY: JDA I JDA 4124106 V OYFR SH ME* I 05 0 # 48 LARGO, FLORIDA 33111 M1551551PPI 8925 1312 OVERLEA STREET 4 CHECKED BY F50 N. GAROLINA# 11108 VOICE: 121-5241905 GLEARWATER, FLORIDA 5GALE: NO 50ALE TEXA5# 54100 FAX: 121-524-1299 ~ e SHEET I OF 6 W.O. N0: 4a1-003 --B IL r;1- : e o a .t ri s ~d m ' N _ C9 O 0 O N a N CENTERLINE 60' ROW EP _ 2 v~ o m , r o I n , 58q 36 0~ E 134.00 (P) ° ~ „ . FIP 3/4 ° , „ , N8~ 36 0~ W 335.00 (P) No ID 58q 36 03 5 134.06 (M) ° , ~.00'(P) --------T _ RoW N8~ 4210 W 334.~5(M) ~.~5'(M) 0°b'OFF ~ r: ; ° FGIR 5/8" FLA b1,00(P) bT.00'(P . ) 67.00 (P) p BENCHMARK 61:00'(P) ~ 61.00'(P1 FIR I/2" 4°X4" LB# 6947 a~ 'I~ NO ID 1 I PRM(P) NO ID I a I I I 0.81 N • I v d I I 10.01 W NORTH 0 V i A i^ . I° . Il) 0.8 ON N N I I a a I i I I ~ ~ I ~a z. I I 0~ a 0 tS~ V/ M, • Q I • .h - - - ;~bLI Q#:'1~bg4/~04/0060~ : , ~OLIO# 7164/004/0080 ~ ` - .89 it Q- LOT 8 ' ° LOT .1 LOT 6 ° N o ~OLIO# 7164/004/0010 0 o _ - ~ a N 3.05 LOT 5 ~ ~ a • . o LOT 4 ~ LOT 3 LOT 2 - - LOT I ~ I N ° I .a . ~0 ° , , - I 0 I • o o = ~.a'u D D.I R T a. ~ a I 00 4 a • I I NOTE: 00 I BUILDING EXTENDS INT0 6' EASEMENT a a I A5 REFLECTED PER SURVEY. e I a 9 ~ ~ , O ~ ,f..,a ~ ~ I I LEGAL D~SGRIPTION: 3.19' a 4. = I ~ °4 I I I ~ ~ LOTS b, 7,12 AND 13, LE55 THE WESTERLY 29 FEET OF LOT 12, d' 5 I ~ ~ BLOCK D, PINE RIDGE, ACCORDING TO THE MAP OR PLAT THEREOF, 9 I I d. 0.30N^ AS RECORDED EN PLAT BOOK 28, PAGE q8 OF THE PUBLIC I ~ p_ RECORDS OF PINELLAS COUNTY, FLORIDA. I . 0.7•'ON - . ~ ii- 8' E~45EMENT b GLX FIP 3/4" ~ '-otiP • " m _ ~ r 0.9'X4'GW ' 4'GLF O ID 38,00' D 105.00' P 105.11' ~ ~ - -<-~.':m ;FIP I/~." m 58~ °36 0 .00 O (~'1~ O m.- 67,00 P ' ~ 0 I II I ~.0 - O 67.00 (P) I 34.84 M bT.00 (P) x,00 No coR m m L~G5ND5 ~ SYMBOLS .84'(M . . 61.0 O - - - - ~ ~ ~ 67,00' ~ ~ FND(TYP)I N N 1.73'. 4'GLF.. ~ . ~ 61.00 (P) . ; : ~ O.b OFF ~ ~b?ba'(t~1'~ NO ID _ ~ 58.64 ~ GONG ~o.`Ib,lb' ~ 8 EASEMENT ? =FPG BOX E- =GUY ANCHOR ~E = LP e =UGP D = GTE RISER a- ~ = 0 03 - ~ W ~ WB ? =FIRE HYDRANT ~ = GP kt = PP Q =GAN ~ ~ H=WV Q=MH Q=FOLIO u~ ~ Q~ ~ ~ I I INN RWv NSa 28 33 W 28.92.(M) 03~ 0 0 ~ I ~ I I A N AG =AIR CONDITIONER 0= 0 N8~°36'0"W 12q:00' D ~ ~ ~ O AL =ALUMINUM OH =OVERHANG ~ ~ a . ~ • m . , : ry - - ASPH =ASPHALT OHP =OVER HEAD POWER - \ - r ~ z DEMO NOTE: I I . .03~ \ d- d- - I ~ ~ BM =BENCH MARK OR. BK. =OFFICIAL RECORD BOOK - 03' \ a ~ . ~ ALL FENCING TO BE REPLACED A5 5HOWN ON AND CABLED ON N I I o . ~ . , z ~ ' ; ~ : ~ u~ SHEET SP-2 I I~ BR =BRICK 0/5 =OFFSET I N. N Q ~ N , ~ N N I I I~ BWF =BARB WIRE FENCE ~ > ~ l~ - ~ 'S (G) = CALCULATE (P) =PLAT GAN = GABLE N BOX PB. =PLAT BOOK 0 f(1 ASPHALT - 03' m - GB = GATGH BASIN PG =POINT OF CURVATURE • ~ DRIVE I ~ ~ w~ m 0 GG -GONG CURB PLED =PINELLAS COUNTY ENGINEERING DEPARTMENT ~ N I . I, ~ ~ ~N dl c,, I 5 L a\ _ N ~ I I ~ GGR =CERTIFIED RECORD CORNER pGP =PERMANENT CONTROL POINT 0 ~ a. r I ~ a I O GE =COVERED ENTRANCE pG. =PAGE 123 ~2 (P) ~ O GLF =CHAIN LINK FENCE PI =POINT OF INTERSECTION ~OLIO# ~16a4/004/0100 N.. . - 03~ LDIN ~ ` o - ° w w REMAINDER N~ i N A ° _ ~ a\ 0 LOT 14 m ~ ~ GO =GLEAN OUT w m. . I ° ~ 0 _ N LOT I I _ _ z LOT 15 ~ - OP LOT 12 N 0 - LOT I6 " LOT I~ LOT IS " GP = CONCRETE POLE Z ~ POB =POINT OF GOGMMENGEMENT ~ m L_. ,o:. 0 I I N _ I . L ° o N~ ~ ~ G5 =GONG 5TEP5 POL =POINT ON LINE I ~ ~ GSW = CONCRETE SIDE WALK pp -POWER POLE ~ ry . 03, a I I m - a ~OLIO# 716 4 004 0120 \ ~ GW = CONCRETE WALL PRG =POINT OF REVERSE CURVE m a / / : ~ , :N 0 0 o GONG = CONCRETE PRM =PERMANENT REFERENCE MARKER 15A' ry 0 0 ,°02 i~ GOR. =CORNER pT = POINT OF TANGENT - ~ z z ~ G5 GA m 0.8'ON' I, (D)= DEED ROW =RIGHT-OF-WAY ASPHALT z ~ ~ wb' 0.7~ y , . ~ 03 ~ I I I I DE =DRAINAGE EASEMENT (REG).= RECORD ~ ~ , . I I I DISC =DISK _Q l ~ ro DE =DRAINAGE EASEMENT SA =SANITARY 3~ - 0 ENGL = ENCLOSURE SGIR 5/8" =SET GAP IRON ROD g• ~ EOW =EDGE OF WATER WITH GAP No. #1101. I . a I I I EP =EDGE OF PAVEMENT 5GM = 5ET CONCRETE MONUMENT WITH DISC No. #1101 0.2 OFF 39.17 z . ~ a., ~ . . I I FGIR =FOUND GAP IRON ROD 5GR =SCREENED 4'GLF ~ x.. m 4, ry _ ~ ~ 4 GLF FPKND >s, qob 1:q o FGM =FOUND GONGR.ETE MONUMENT SEG. TWP, RNG =SECTION TOWNSHIP ) 61.00'(P) 29.OQ'D) RL5#1269 3800'(D a~ I,a~ LI' ~ FIP I/2" ' 61.00'(P) 67,00 (P) FDH =FOUND DRILL HOLE RANGE 67,00 P _ OVERHANG.. - . ~ ~ ~ ~ ~ ~ bl~~(P)~ ~ - _ ~ ~ _ 67 00'(P~~ ~ _ FIR I/2" FN =FOUND NAIL SH =SHED NO ID FND =FOUND SPKND = 5ET PK NAIL AND DISC RO --~~I ~ ASPHALr N8q °41 6 "W 105.00' M ° , ~ ~ 0 z .m NSA 40 46 W 335.10 (M) 10'(M) FPUD =.FOUND NAIL DISC No. #1101 . \ ~ N8~ 33 5 W 105.00 (P) ° o o ~ ° „ m. N NSa 33 05 W 335.00 (P) 'oi(p) FIR =FOUND IRON ROD STDP =STRADDLE POINTS 1.4. V6 . . 1 (FLD) =FIELD 5WG = 5ET WITNE55 CORNER FOP =FOUND IRON PIPE ~ EP FPG =FLORIDA POYVER CORP. PAD (TM) =TAX MAP. N FPIP =FOUND PINCH IRON PIPE TOB =TOP OF BANK FPKN =FOUND PK NAIL ~ - I~ FPKND =FOUND PK NAIL ff DISC UE =UTILITY EASEMENT FRRS =FOUND RAIL ROAD SPIKE UGP =UNDERGROUND POWER 60 ROW F(X)=FOUND"X"GUT VF-VINYLFENGE GG =GRANITE CURB VG =VALLEY GUTTER HGED =HILLSBOROUGH COUNTY W =WOOD ENGINEERING DEPARTMENT ~ -WATER BOX HWF =HOG WIRE FENCE WG = WITNE55 CORNER WF =WOOD FENCE LP =LIGHT POLE WPP =WOOD POWER POLE (M) =MEASURED ~ =WOOD 5TEP5 WV =WATER VALVE _ _ _ _ _ _ 61.00'- _ _ ~ ~ ~ ~ ~ ~ .00'(P)~~ ~ ~ MTL MMETAL E COVER WW =WING WALL SURVEYORS NOTES: I I I I ~ I I I I I.) 5EE LEGEND FOR SYMBOLS AND/OR ABBREVIATIONS USED HEREON, BLOCK ~ I I 2,) THIS SURVEY WA5 PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH. 0 L T S LOT 7 LOT 4 3.) NO INSTRUMENTS OF RECORD REFLECTING OWNERSHIP, EASEMENTS OR LOT 6 LOT 3 LOT 5 LOT 2 LOT I ~ RIGHT-OF-WAY WERE FURNISHED TO THE UNDERSIGNED, UNLE55 OTHERWISE SHOWN HEREON, 1 I I I I 4.) NO UNDERGROUND FOUNDATIONS, STRUGIURES, INSTALLATION OR I I I I I IMPROVEMENTS HAVE BEEN LOCATED UNLE55 OTHERWISE SHOWN HEREON. I I I 5.) THIS SURVEY 15 NOT VALID UNLE55 IT BEARS THE SIGNATURE AND , , ~ ; ~ , ` ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND ~ ~ ' ` ~ MAPPER, ba THERE MAY BE ADDITIONAL, RESTRICTIONS THAT ARE NOT THIS BOUNDARY SURVEY BY AYUSO SURVEYING ,ING•15 SHOWN VN 20 10 0- 5 10 20 RECORDED ON THIS PLAT OR MAP THAT MAY BE FOUND IN THE PUBLIC FOR INFORMATION PURP05E ONLY. FRED S. GARDWELL , P.E. RECORDS OF THIS COUNTY. ASSUMES ND RESPONSIBILITY FOR ANY INFORMATION SHOWN ON THIS DRAWING, PERTAINING TO THE SURVEY WORK; a ON SCALE: I" = 20'-0" 1.) UNITS OF MEASUREMENT ARE IN FEET OR D~GIMAL OF A FOOT UNLE55 - _ _ _ _ OTHERWISE INDICATED. DENOTES AREAS TO BE CLEARED 8a THIS SURVEY 15 VALID FOR a0 DAYS. nF asp~+ai r nR rnNr.R~rF aNr,~.^~aaae. a,) VERTICAL INFORMATION DEPICTED ON THIS SURVEY ARE BASED ON REPLACED W/ GRASS w 1{SG l~' NAVD 88 DATUM. ELEVATION = 100.00 FEET. 7LABAMA#14469 77- • o;A ELORIDA# 15607 GEORCGIA# 14241 i . THIS DRAWIW !T VALID 516 ARRPLE INK. ~I y DATE: 2/24/06 REV BY -DATE X15*1 IIVG SURYMY # 0 3 1000 SOUTH BELCHER ROAD 131-06-A / UNIT #II 0 5 0 48 PHASE I SITE RENOVATION DRAWN BY: JDA I JDA 4/24/06 M1551551PPI# 8925 LARGO, FLORIDA 33111 1312 OVERLEA STREET N. GAROLINA# 11108 VOICE: 121-5241805 ° CHECKED BY FSG AND DEMO ! 1 TEXA5# 54100 GLEARWATER, FLORIDA FAX: 121-52412gq xd' SCALE: AS NOTED SHEET 2 OF b W,O. NO. 4QI-003 RECEIVED APR 2 5 2006 rn ,N N , ~ ~ ~ ~ f0 O O N N _ _ _ _ _ _ _ _ _ _ _ CENTERLINE I - - - - - - - - - - - - - - - - - - - - - - - - - ~1 60 ROW ~P 2 vG o r m o I u I 58q 36 07 ~ 134.00 (P) ° " FIP 3/4 NSQ 36 0'i W 3,. No ID 58q°36'03"E 134.06'(M) ° ~ II a ----~--_T _ RoW N8q 4210 W 3„ b GLI• - <6 .00 ~ ilr ~ • r • .r..r... • rrn.r. - w .rr.rar r? - -....r - 67.00 (P) 67.00 (P) 61.00'(P} 61,00'(P ~rr~~rr~r~~~~~~~~r~~~~~~~ 6 DEGOR,4TIVE ALUM. ~ ) p _ 67,00'(P) ~ 67,00'(P) ~ 61.00'(P) PIR I/2° 4X4„ ROD FENCE W/ 8 ~ ~ SQUARE BLOCK NO ID NO ID i n ~Z COLUMNS AT 6 -o O.G. ~ - • I ~ PRM(P) 0,81 N I- ~ I I NN I ~ ~ 10.01 W I I NORTH u. in 'I% . m N 20 10 0 5 10 20 I I 'I N . ~ a. d I I ~ o ~ I - z 1 I , o ~ d N 0 c0 . ° 'a . ~ ~ 1(1 - - ~ ~ 1=0L 10# ~ 164/004/0060 1=0L 10# ~ 164/004/0080 . ~ ~ LOT 8 LOT 7 . LOT 6 0 ~ - o ~OL10# 7164/004/0010 ~ o ~ w w ~ N _ _ ~ N 0 LOT 5 OT P~ ~ _ - L 4 ~ LOT 2 LOT 3 - = LOT I - ~ ,n _ LOT 3 - BROKEN 0' a ~ N • ~ N \ll ',CONCRETE 'til . ~0 ~ ~ 0 ~°I - ~ I _ I 4 ° 'AND DIRT a a I 0 0 4 , . d a I 0 0 . . Z Z •a ~ ~ .a , 4 a e ° i ~ d : ~ g I~~ ~ •s a ° a 8 , d I I00 e . " N 'f~° ° r ,~I 0.3'ONa a . ~ , Q ,°m . I I ~r d PROPOSED r:w • m ° e r -X ~ ° r 8 EASEMENT ~ --~------------------------~-----------------------1 ~ Q ~ .00~~ NO GOR m m ~ 0 0°1' x 4' GW ° LI 6' WF .38.00' D 105.00 (P) 105.E " - ° m 58a 36 0 ~ ( ~ ) ° 0 -e - 67.001PJ I .67.00 P I o I u ° , ; - 58q 43485 33 . - ~8"~ 334.84'(M bl.oo'(P) 67.00' P FND(TYP)1 ~ N ~ 29.00' D ~ b1.00'(P) O.60FF , ~~TOa'(PT 1.73 • • : • ~ , '•'•58.64 "''•'Ib•I6'::~: 8 EASEMENT !U 03' - ------------r--------- ~ ~ ~ I:... ~'ry I Ww ~ ~ ~~~~~~~~~~r~~~~~ ~~~~a~~~~~~~~~~~~~~~~s~ SON Q _ os' :~:I dJ ~ 0 S ~:E: M ' I I N Q~ ao . N \I J LINS TABLS o ~~q , . ' . - 00 , ~ / cv r ~ o o I n i ~ --,01 03~ NO VEHICLES ~ z I I z LI N8q 28 33 W 28.2 (M) ~ • 03 ry ~ ~ 8 '.0 , TO BE STORED / 'IS Q to N8q 36 0~ W 2.00 (D) I- ~ ~ • • . ~ . ~ i • • ~ _ / IN BUILDING m m I~ ~ N f() ~ z . ry / / ~ N N ~ ' RE SURFACED 4.; - ° 4 ,,1~ 0 o I u I m c(1 ASPHALT ~ v _ a.; ~ ~ L2 N8~ 4126 W 105.00 (M) cv a 0.3~ i. N 0 - N..' DRIVE O r~ -os' Q.,~o fO N o I n I w - L:. • . ~ • I • •..•:.,..'.::,9 EXISTING ONE ~ ~ ~ m ~ I I . N8~ 33 05 W 105.00 (P) ~ / . o a; 2 I 6 ry , STORY ~ '.•.z N I 1 ~ , w GoMMERGIAL 0 ~ cV N ~ a -.I r 123172'(P) m ~ d3 - ~ : RSMAINDSR ~ . • • 03; BUILDING ~ x N N 0 ~OLIO# ~Ibg4 004 DI00 N ~ ~ - - o~ ~ N ~ o _ / / m 'N • ~ LOT 13 n ° m - w cv ~ 0~ LOT 12 . _ o N LOT 14 m / J N BLOCK D a o 0 0 N 0 m ~ LOT I I , m. ~ o . ~ L T 15 - LOT I6 0 0 • I:N_. ; n/ BLDG HEIGHT = 0 0 0 ~ I LOT I6 LOT I~ LOT IS - 1 1 b' DECORATIVE ALUM, ROD FENCE O ~ • ~ ` F°F. ELEV. = 6,5' II zz W/ 8 SQUARE-BLOCK COLUMNS ..2 ,02 . ~ p' ' W/ SWINGING 12' GATES is • ° . ' • , .I `GATE 0 G5W ~ a m ~ ~ _ DUMPSTER LOCATION 9: o. . °-•~--z _ ~o 0/H DDORS TO `o EXTERIOR LIGHTING 15 PROVIDED ON THE BUILDING W/ ROLLING DUMPSTER ; ~ o~~ 19b' 0.7 `I; i SEE DETAIL q/SP-4 ~ q . BE REMOVED I 1 . SEE FLOOR PLAN . EX 5 ING IT • ASPHALT . " 0 ea m ~ ~ ' `9 • - • ~ ,os 1=0L10# 7164/004/0120 ' • ~ . ~ • - REPLACE 5 CONCRETE SIDE WALK b' DECORATIVE ALUM. ROD FENCE 1=0R LOT 12 ~ , 1 . ~ • . • ' ~ ~ • ~ ~ 8'.' SQUARE B OGK GO UMNS I 39.17 z ~ NV L L 1 • . ~ NU EGRESS GATE ' ' • '',ry _ 409' m 'IA' o 67.00 P ~ 1.4' . • 29.00 (D 38 00 (D)• 61,00' --~--~•--~~--1~1•-.~. - ' - (P) 61.00 (P} . • bl.oo~ b1,00'(P) 67.00'(P) PIR I/2" p° P 2 0 ROT o I u z L o N8Q 0 - 4 46 W 33~ PROPOSED ~ ' i- , ~.0 p o i u PROPOSED 4 GSW • • 2 ; ; in . o ' ~ NSA 33 05 W 335 GONG APRON a ~ ~ ~ ~ • ~ RE SURFACED ~ 1.4' VG EP ~ ~ ASPHALT DRIVE EXISTING POWER ~ 23 23 POLE ~ 3 5P-4 PAINT WHITE 6 STRIP AROUND PERIMETER V TO DESIGNATE PARKING SPACE LOCATION G~NT~RLINI: 01= 60 ROW NOTE: WATER AND SANITARY SEWER LINES IN THE STREET ARE EXISTING, THE EXISTING BUILDING ALREADY HA5 GO NNEGTIONS TO THESE LINES. 61.00'(P1 6;7,00'(P) 61.00'(P) ~ ~ , 61.00 (P) 61.00 (P) 61.00 (P) 67.00'(P) b1.00'(P) 67.00'(P) I I I I I I I I BLOCK 5 I LOT 8 LOT 4 LOT 3 LOT 7 LOT 6 LOT 3 LOT 2 . LOT I ~ LOT 5 I I I I I 1. ®RIGINAL RECEIVED aPR 25 PLANNING afl-si>,,~~ r~w~ , ~~tf r+~ .fie, _ CIiY ~~V peQeOea y s f r ALABAMA#14469 PLOR10 15601 6EOR61 14241 " fo.m.. , THIS DR NO V f el i ~IIN PURPLE INK DATE: 2/24/06 REV BY DATE SHAT ND 0 3 1000 50UTM IIEELGHER ROAD 131D&-A / UNIT #II PHASE I SITE RENOVATION 0 5 A 0 48 LARGO, FLORIDA 33711 e DRAWN $Y: JDA I JDA 4124106 PROPOSED Sit PJ..4N I M1551551PPI# 8925 1312 OVERLEA STREET STS C"~. e' ! CHECKED BY F50 N. GAROLINA# 11108 VOICE: 727-52 4-Ig05 GLEARWATER, FLORIDA TEXA5# 54100 FAX: 727-52412gq SCALE: A5 NOTED SHEET 3 OF 6 o • ,,t'' . - W.O. N0: 4q1-003 M N O f0 ~ ' O O N N - - - - - - _ _ _ _ _ _ _ _ _ _ CENTERLINE - - - - - - - - 60 ROW • • EP . ~ _ 2 VG o . * m >s o I u I 58~ 36 07 ~ .134.00 (P) ~ o I II FIP 3/4 0 , II I N8q 36 07 W No ID 58~ 36 03 5 134.06 (M) o I II --_r___--T ROW N8~ 42 ID W 36'07"W 335,00'(P) 6GL~- ~ rr~~rr~rrr r~+~ra~rrrr~rrra~rrr rr~rrr 42'10"W 334.~5'(M) 67.00' P ' O 61.00 (P) b DECORATIVE ALUM. ~ 67.00 67.00'(P) 67.00'(P) ~ 67.00'(P) FIR I/2° 4°X4" . ROD FENCE W/ 8" o - ~ NO ID SQUARE BLOCK - 0 z PRM(P) 0 81 N COLUMNS AT 8'-0" O.G. ~ ~ 'I I 10.01 W " x I I 1U 1 NORTH LL y It1 ~ I m I 20 10 0 e5 10 20 . rv ~4 : f N La a - I IL I ~ a 0 I I - z O cp 9 ~ . 0 cSJ a . ~ X41(1 w # FOLIO ~16~4/004/0060 I=0L10# 7164/004/0080 , I~ - y ~ LOT 6 ~ LOT 8 LOT ~ 0 1L - o ~OLIO# 71684/004/0010 0 -°o.I ~ a• N 0 LOT 5 LOT 4 d1 U1 ,,BROKEN . ~ LOT, LOT 2 LOT 3 - LOT I ~ I N- 0 4 O N 0 'CONCRETE m ~ ~ - I I ~ 0 0 _ a .g: - 'AND DIRT ~ ~ a I 1 I I ` I ~ Z Z ~ 1 1 • . I . I ~ ~ I I 1 ~ I I I I `i - 1 .v I • .P s t ' j00 Q ' ~ I':: b 0.3'ON . ii- I I ~r O b GLF PROPOSED _ - °-=pyp . , , s r•~rrrrirsrr~.rr~rrrarr~r ~rrr~~.w~r~r.~rrrrr~rr.~r rrrwrr~r 8' EASEMENT I 1"" --J....----•------~---------1-----------------------y ~ ~ 0.1 x 4 Gw , L I b WF _ ° IOS.OO (P) I OS.~ ~ ° • ~ - 58q 36 0 E ~rr~rr~rr ~ ~er. 61.00 (P) I 61.00'P 1 0 I II 36r0~E 00~ NO GOR m m ~ 0 67.00 ~ . . O 58~ 43 48 ~ a (P) ~~rr~rrrrr¦~~ •r.......a+......rrrrrrr rr ~3' 4~8 Tb~ 334.84 (M .67.00 (P) 67.00' P FND(TYP)I ~ N ~ ~ 29.40 (D) ~ . . ~ 8 ~ASI=MINT • 03~ , , rrrrrirrrr~~rrrr~rrrrrrr ~r~rrrrrr~rrrrrr~rr~rri~ irrrrrrr~rrlrlr. ~r~r~rrr~r~~~~~~~ ~~~~~~~~~~~N~~~~~~~~~ ~ ~ ~ uJ ~ .I o / ~ 1 1 -i i 1 1 1Nry ~ I 1 0 N N /i i^ .a. m AIL 00 LINE TABLS :~q . n ; 00 o I u I - ~ , ~ - ~z LI N8~ 2833 W 28.2 M ' ~ -.ol S o,~;j ~ ~ a'. d' d-- I ( ) os , z . , ~ ~ 1 ~ I~ N8~ 36 0'1 W 2.00 (D) rr- ~ ~ ~ . • , ~ m m . N m ~ ry ~ NNE ~ - ~ RE SURFACED : ~ ' • . _ ' I 1~ L2 N8q 4126 W I- m • ASPHALT ; ~ ~ v - os~ ~ 105.00 (M) N • • ~ 0 - N . ' , DRIVE ~ r.• _ o,~~ _ o I II I - ~ m . NSA 33 05 W 105.00 P W J I . i • EXISTING ONE m ~ ~ ~ O i 1 a _ b , • N STORY o':~:~:-: N dJ dJ~ I 1 ~ 1L - ~ - W ~ COMMERCIAL N N I~ 123172'(P) ~ 1 m 0 W Q a- a m ~ - • • : RSMAINDSR ~ • • BUILDING - ,u ::::I:;;,,:: N cy o ~OLIO# ~16~4/004/DI00 ~ ; N m o~ • o - ~ ~ ~ - OI= LOT I2 . Lor I3 ~ o •:f:. x;; ~ / LOT 14 m LOT II ~ N ~ rA•'• BLOCK D • • ~ O 0 N N _ _ o LOT 15 - LOT I! o ~ . ' . ••I:N - BLDG HEIGHT - Iv ~O,n~ O I 1 , LOT 16 LOT I~ LOT 18 0 ~ ~ 1 p ~ ::I' Z UI 0 . , . . "J ~ 12-9 ~ - ~ 1 1 I 0 "v; o,~~ i V- 1 b DECORATIVE ALUM. ROD FENCE O ~ - o~ F.F. ELEV. = 6.5 ~ : ~ 1 I NU 8" SQUARE BLOCK COLUMNS Z Z • ~ A' x AT 8-0 O.G. W/ ROLLING GATE ~ iso~.•.....:. • ry ,I • GATE • 0 GA m 'a ' L'` DUMPSTER LOCATION ~ ~ 9. --~-z ~o 'o :r: I 1 W/ ROLLING DUMPSTER 4 - 03' 19.6' o•r ~ 1 SEE DETAIL 9/5P-4 I EXISTING ~ ~ P;. • I 1 SIGHT TRIANGLE; ASPHALT : 0 : m la;a • os~ SIGHT TRIANGLE . I=0L10# 7164/004/0120 INTED STOP • • , ~ _ a - 3~ BLOC g , I (EXISTING BUILDING ; : 8 •;:;I I • I=OR LOT I2 IN THE WAY) b DECORATIVE ALUM. ROD FENCE - - I~ 1 1 0 ~ • ; 0 a _ W/ 8 SQUARE BLOCK COLUMNS ~ • • cv ~ W/ EGRESS GATE I 1 aos / 9 0 . 61.00'(P - 1.4~ OVERHANG ~rrr~rrrr~rrrr~rr~~... . 61,00(P) 61.00 P `L . ' O 61.00 (I rr~~rrr~rr rr~rrl~rra~lrr r rr~~rri 20~ , o o ~ L2 67.00'(P) FIR I/2" ~~61.00'(P~~~~ 6700'(P~~~ NO ID I o. ROT 0 I II ~ ~20 N8~ 40 46 W PROPOSED o , u a a • • . ? • • : f • N8~ 33 05 W 3 . a GONG APRON • . x'05"W 335.00'(P) ~ EP G EXISTING POWER ~ POLE N PAINT WHITE b" STRIP AROUND PERIMETER L~G~ND . - - Y TO DESIGNATE PARKING SPACE LOCATION TREES 8' HEIGHT MIN. 2" CALIPER. - - - - - _ _ CENTERLINE I - - - - - - - - - - - - - - (ACCENT TREES) 60 ROW ` - - - - - - - - - - REDBUD (I) TREES IO' HEIGHT MIN. 2 I/2" CALIPER (SHADE TREES) SVJEETGUM (3) . ° 20" HT. MIN. SHRUBS (SPACED 30" O.G.) pp/~~~~~~ 61.00'(P) ' r~ r r r rrrr r r .Irr.r. r r r~ii1(i'r r r r Yr~ r r Irlrlrr r r rnrr. r~lrir r r rr~rr.~ r. 61.00 P 67,00 (P) NOt~: 67.00 (P) 61.00 (P) b-L00'(P) ~ ~ ~ ~ ~ ~ . e ~ ~ ~ ~ , ~ ALL AUSTRALIAN PINE, BRAZILIAN PEPPER ,AND PUNK TREES 6~1.00'(P) b1.00'(P) b1.00'(P) ARE TO BE CLEARED AND REMOVED FROM THE SITI=. I I C~R~~N 3P14C~ ~4ND L~4NDgC~4PING: I 1 1 GREEN SPACE I BLOGK15 I I 1 1 5~ GREEN SPACE REQUIRED. I,blb l 12,gb8 = 12.46 > 5~ 0 ~ L T 8 LOT ~ LOT 4 LOT 6 LOT „ LOT 5 LOT 3 LOT 2 LOT I o LANDSCAPING ~ EAST PROPERTY LINE: 1 1 I I I TREE FOR EVERY 35' OF LOT FRONTAGE I I I I 1 123.4x' / 35 = 3.53 OR 4 TREES I I 1 100 SHRUBS GRIGI RECEIVE 2 5 6 ,,wRwq@r,q •'.~~tlt^ i'h ,.~~a ;':~611~fEilld~llNll~pL AAiwA1T 0,CLEA,h TER ALABAMA#1446a PLORIDA# 15601 6EOR61A 14241 i i THIS D A C~•15, ~(„l i~`UI~ ,51 IN PURPLE INK. SHEET o [CHECKED TE: 2124/06 REV BY DATE ND # p 3 1000 50M BELCHER, ROAD BLDG-A / UNIT #II 0 5 A 0 48 LARGO PHASE 151TE RENOVATION M1551551PPI# 8x25 FLORIDA 33711 1312 OVERLEA STREET of -h~ AWN BY: JDA I JDA 4/24/06 BY F50 ALE: A5 NOTED SHEET 4 OF 6 N. GAROLINA# 11108 VOICE: 727-5241x05 TEXA5# 54100 GLEARYVATER, FLORIDA FAX: 721-5241289 t~^.NO= 4q1-003 0 ,~t M N O f0 O O N N d' 14'-2" \2, ~2 b" DIA. STEEL BOLLARDS Cq~~' TIE BEAM WITH GONG. FILLED (TYP) 15 REBAR CONTINUOUS 0 ~o - r ~ ~ - SWING GATE (TYPE W/ ~ ~ a~. - GLEARENGE MIN. SCREENING WEAVED ~ P• ~\P' STANDARD PRE-PRINTED 0 ~ ~ THROUGH CHAIN LINK N FENCE DISABLED PARKING SIGN ° ~ I. WHITE BORDER al ON I/8" THICK SHEET II-b SYMBOL BLUE ALUMINUM BACKGROUND ~ GLEARENGE MIN. E _ -#5A 'G _ I T 4 ENTER ~2 ~Z O 0 ~ DROP PIN ~ SWING GATE (TYP.)1^U .~P BLAGK BORDER ~ PARKING BY ~ ~ LETTERS WHITE DISABLED 'SCREENING WEAVED ( ) THROUGH CHAIN LINK PERMIT BACKGROUND ONLY 0 z FENCE GRADE _ GRADE d- ~ _ BLAGK BORDER ~ X255 FINE - i LETTERS WHITE F,S, 318,14 ~ BACKGROUND N 3000 P•5.1. CONCRETE SLAB WITH FIBER I. ALL LETTERS I" z 0 8"X Ib" CONCRETE FOOTING MESH REINFORG NG - 2 I/2 I MONOLITHIC, MIN b MIN. 2 SERIES "G" MIN. o !^U 2- #5 REBAR (TYPa THICKNESS, b"X6"/ IOXIO W.W.F. r DROP PIN HOLE (TYP.) 2" HOT DIPPED GALVANIZED PLAN ELEVATION STANDARD WEIGHT STEEL PIPE IU N N ° i is i i DUMPSTER ENCLOSURE ~ ® _ ~ .a.. q - • - - • ® a I 16 - 8" x 2'-6" CONCRETE MA55. 5P-4 SCALE; I/4" = I'-0" cv cv = ~ I ° _ FINISH TOP OF MA55 LEVEL WITH a ; I ~ ~ A SLIGHT RAISED WASH 7 314" ~ ' - ~ iv APPROXIMATELY I/2" ABOVE 7 I/2" ~j I ° - LEVEL OF TURF/500. #3 BAR #3 BAR SPREAD TYPICAL TYPICAL a 12" #4 - TYPE A TYPE G BAR as 8.. a NOTE: CONCRETE TD BE 3 00 P51 WITH FIBER MESH REINFORI NOTES; A , a MESH REINFORCING. I. ALL WOOD SHALL BE SPRUCE OR PINE-NOT PRESSURE TREATED. 2. GROSS TIES SHALL NOT GR055 OVER WOODY ROOTS. ~ TYPICAL CONCRETE CURB STOP 3. REMOVE ALL STRING ~/OR WIRE WRAPPED AROUND TRUNK. 4. REMOVE ALL STRAPS, ROPES, WIRE, ~/OR STRINGS USED TD LIFT THE 8 ROOTBALL. ~a , .I . 5P-4 SGALE.3 - I 0 5. REMOVE ALL BURLAP &/OR WIRE FROM THE TOP OF THE ROOT BALL. Cl b. TOP OF ROOTBALL TO B ~ a E SET 2 BELOW FINISH SURROUNDING FINISH GRADE. '`L? as ~ a a a a SPREAD DREAD ~ ~ ~ ~a S _ ~ '-rh,-~~,~ h~ arcs . C a~, MULCH 3" FROM TRUNK ~ r 4~ ~ a , I. ~ ~ < MULCH 3 DEPTH ~ ~ ~ a ~ - il r C aa~ + ~ Inf!. ND~S: TILLED AND. ~.,•~rt r fr~ MULCH 3" FROM STEMS ~ ~ NON-SLIP SURFAGE REQUIRE- 1 LOOSENED NATIVE = ~ , I. THERE SHALL BE A I/2" sEAL 2X2 X4 STAKE „ „ , 501E BAGKFILL PAVEMENT ~ MENTS, SEE NOTE 8. 1 JOINT BE'IN~EEN BACK OF CURB 2X2 X4 GR055 MEMBE Y 3 MULCH LAYER NOTE: WIN65 ONLY IF AND DRIVEWAY. 2. CONCRETE IN CURBS SHALL BE ~r (2)-3' TRANSITIONS IF LE55 THAN 7' OR SIDE SLOPES REQUIRE. REMOVE CURB IF EXISTING EXIST GONG DRIVE FERTILIZER TABLETS AS SPEGIFIEb. ~ 3000 PSI, WITH FIBER MESH r---.: : - a REINFORCING. wEARIr~ - PLACE UNIFORMLY AROUND ROOT FLUSH WITH EXIST. GUTTER 12" 12° I L 5URFAGE _ MA55 BETWEEN MIDDLE AND BACK OF CURB MAX SLOPE a I" i I o MAX SLOPE ° FERTILIZER TABLETS 3la° R ? =1 * BOTTOM OF ROOT MA55. A ~x~ A 3' TRANSITION. ~ ~ ROOTBALL AS SPECIFIED. PLACE _ 2X2 X4 _ ~ UNDISTURBED 501E ~ = r v k~~ ~ - - UNIFORMLY AROUND PREPARED PLANTING 501E f 4" ~ ° ' GR055 MEMBER - 1= ~ . y ~ _ " t - - ROOT MA55 BETWEEN _I _ _ _ _ _ _ _ I I 1=1 2 2X4 STAKE W/LONG TAPER 1/2" EXP. JOINT I/2" EXP. JDINT ~ ~'r TILLED AND LOOSENED - - - - = - - - - 'BasE -III 111=III=III, III= - I I I_I I I-I I MIN. 18 INTO UNDISTURBED 501E MIDDLE AND BOTTOM . , _ I I- III-III-11 = = 11= • ' • Y• NATIVE 501E BAGKFILL I-III. I, I OF ROOT MA55 . '~II ^N h`~ir i II .;ON -III i i- y a ~~F.v I 4 -V TT . ,h ~J. ~EXI5TIN6 UNDISTURBED 501E ~ Q TYPICAL DRIVEWAY GR055 5EG 3 TD 5 TIMES WIDTH . ; .~,e . g 3. ?:'~:~d> ~ GOMPAGTEDF ~.I, ~ s RARE r n n i , TIMES WIDTH ~ ~ PROPERTY / R.O.W. LINE TION :OOTBALL ~ , ~ ~ 2X2 X4 STAKE OF ROOTBALL ~ z .GONG. SIDEWALK ~ 3 TO 5 TIMES THE WID ~ DRYWALL SCREWS TH \r\ OF THE ROOTBALL B ~ B INDEX #IOl SHRUB AND vALL~r ~uTTeR TREE PLANTING GROUNDGOVER PLAN' NDGOVER PLANTING PLAN VIEW b GTION 5 5P-4 5GALEI I° ~ I'-0" 4 5P-4 SCALE: N.T.S. 5P-4 SCALE; N.T•5, t~4f ~ E; N.T,S, z o R. REMOVE BACK OF CURB ON STATE OR VERTICAL CURBS WITH A ~ ~ 4' MIN. RES. STREET I' CITY R/W EDGE OE BUILDING VERTICAL SAW GUT OR REMOVE ENTIRE CURB AND REPLACE A5 PART m N ~ 5' MIN. ART. STREET 2' COUNTY R/W OF SIDEWALK RAMP. MODIFIED AND VALLEY GUTTER I/4" PER FOOT EXISTING 5' GONG. WALK CURBS JOIN EXIST BACK OF CURB a HANDICAPPED SIGN 12" TEXTURED SURFAGE I~~ o MAX SLOPE BACK OF CURB 3000 P51 GONG 4" THICK. CONSTR. ' SEE INDEX N0. Ilq TRAFFIC 6" WIDE TRAFFIC WHITE " ~ 6" THIGK AT DRIVEWAYS WITH 6X6 EXIST STREET I'-4" EXISTING CURB 14'-b" t GONG DRIVE EXISTING PARKING LOT WHITE STRIPE (TYPICAL) ' ` REMOVE TO AN EVEN #10 WELDED WIRE MESH. SEE NOTE 1. 1/2" EXPANSION JOINT JOINT OR SAWGUT 12" EX + / PAN510N JOINT RESURFACED ASPHALT b" WIDE TRAFFIC BLUE z SECTION A-A SECTION B-B 6 3000 P51 GONG. DRIVE STRIPE (TYPICAL) b" STROKE EXISTING CURB REPLACE 9 EXI5TIN6 ASPHALT IF NEED AND MATCH ~ 6xb 10/10 WWM DESIGNED EXISTING SUB BASE _ p (TYPICAL) ~ NOTES; 5. ALL CONCRETE SHALL BE 3000 P51 MIN. AT 28 DAYS, EXISTING SEE ~ 60° DETAIL b PER FOOT INDEX 515 ~ 600 ~ I. PROVIDE TOOLED JOINTS AT DISTANCES MATCHING THE WIDTH. WITH FIBER MESH REINFORCING. EXISTING SUB BASE SHEET 5P-4 ~ b WIDE TRAFFIC WHITE A . ALSO PLACE EXPANSION JOINTS AT DRIVEWAYS. 6. CONCRETE SURFAGE TO BE LIGHT BROOM FINISH. _ - =III III-III` STRIPE (TYPICAL) _ _ _ _ _ ~ I-111=111_111=111=111=111==III-III-1 , Q 2. IF SOME PHYSICAL OBSTRUCTION EXISTS WHICH PREVENTS THE 7. CONCRETE DRIVEWAY CONSTRUCTION SHALL BE 6" THIGK - - I I1=I I II_I I I ;I II_I11= " ! II_1I1=1I I III-III ~ ~ ' IIII III III I,. IIII I•I; _ -I 11=1 I I I I I_I I1=1 I I_I I I-I 11=11 IJ I I-~' -III-III-III-III-I I1-III I I1=1 11= 11=1 11-1=1 I I ~ PLACING OF SIDEWALKS A5 SHOWN, CONTACT THE ENGINEERING W 6X6x10/10 WELDED WIRE MESH REINFORCEMENT. DIVISION FOR ALTERNATE LOCATION. 8. RAMPS SHALL HAVE A TACTILE SURFAGE, TEXTURED TD I I I_I I l-1 11=1 I ~I I I-I 11=1 I I-I I1-1 I I-111-ITi- ~ ~ ' I I I I1=1 I I-III I II=1 I I-III III=1 I-__ -11 I-1 I I-Ill-1 I I-1 I1=111=111=1 I I~ 11=111=1 I1-I I 1=1I ~I1 ~-I ~ _ _ _ _ _ = IIII III I I I _ _ _ _ _ _ _ _ _ I I -1I I_I I I_I I I_I I I_I I I_I I I I1 I_I I I I I I_I I I ~ 3. WOODEN AND OTHER SPACERS WILL NOT BE PERMITTED IN A DEPTH NOT EXCEEDING I/8" BY USE OF TAMP OR 111_111_111_111=111_111-III_III_III_III„III "1-III=III=111_111-III-III=III-III=III - - =__I I1=1=111=111=111=111=1I 1=1I I-111=~ ~ I ~ ~=111= _ _ _ _ _ I ROLLER IN CONFORMANCE WITH REQUIREMENTS OF FDOT SIDEWALKS OR DRIVEWAYS. ROADWAY AND TRAFFIC DESIGN STANDARDS, DETAIL ~~~~111~11~I11-111111-L-III=III=)1=III=111111-1-III=III-~' ~ _III-1111j~I11~~ I~ III_II~ I I I~ 111=111=111=111=III=111=111=111 ~ Il I1-~" 2 TYPICAL 5~_0~~ 4. NO COATINGS OF ANY KIND WILL BE PERMITTED ON CONCRETE 304 OR M05T REGENT MODIFICATIONS. ' I-1 I I III=1 11=111=1 11-I 11-I I1=' " _i i I=111=1 I I. I I II=~ ~ I~ ~ II SIDEWALKS OR DRIVEWAYS WITHOUT SPECIFIC APPROVAL OF THE 23 -0 5 -4 STABILIZED BASE COMPACTED TO q8~ 5'-4" CITY ENGINEER, NOTE: MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. ALL PAVEMENT MARKINGS TO BE THERMOPLASTIC. SINGLE DRIVEWAY HANDICAPPED SPACE TYPICAL SIDEWALK ~RIGIIVRI.. GONrrSI**RUGTION AND RAMP RECEIVED C 3 2 5P-4 SCALE: N.T.S. 5P-4 SCALE: N.T.S. 1 ~FI~~~ 5P-4 SCALE: N,T.S. AP~ ~ 5 200(1 _a .•I A. 0~_ ~ , Lll i l+ G,~ 1 PLANNING DEPARTME CITY OF CLEARVIP T'.t aG pargineA ar`' In ALABAMA#1446q ok P OR ID # 15607 • 6 OR6 A# 14241 i THIS D I~NOT VAA~ S~~jG1 IN PURPLE INK. SHEET e p, DATE: 2/24/06 REV BY DATE I~1t~ (I C~ j4 % N # 0 3 1000 SOUTH BELCHER ROAD BLDG-A / UNIT #II 5 A2# PHASE I SITE RENOVATION 0 45 LARGO FLORIDA 33111 DRAWN BY: JDA I JDA 4/24/06 L/ I• M1551551PPI# 8g25 1312 OVERLEA STREET 6WOKEI? Byl f 4 N. GAROLINA# 11108 VOICE: 121-524-1405 GLEARKATER, FLORIDA TEXA5# 54100 ti 50AL.E: AS NOTED SHEET 5 OF 6 FAX: 721-5241289 WA. NO. 4q1-003 L) 1A fA,- I. _ - ~ M Q Q N ~V N i I'-4" 4 3'-2" 3'-0" b" 3'-0" 5'-7" b'-q 3/4" 6'-q 3/4" , , ~ ~ O ~ EXISTING BATH 0 > Tq REMAIN r '~I i- ,0 O ~ N xn._ j i _ ~ _ 0 ~ I O k ;d PILL IN .EXISTING ~ OPENINGS WITH METAL 5TUD5 ~ , ~~v. k ~ EXISTING OFFIGE TO REMAIN Q =x j ~ N ~ - ~ FILL IN EXISTING FILL IN EXISTING FILL IN EXISTING % ~ 0 ~ OPENINGS OPENINGS OPENINGS z 0 cn - _ _ N 4 , k i x m 0 .n - EXISTING OVERHANG r v~ 0 - - _ ~ z - - ~ Q z - x 5~~ b~~ ~ ~ 0 8'-b" 5'-3I/2" ~ 14'-II/2" ~ z z -N 0 ~ N X X ~ p 0 ~ i ~ PILL IN EXISTING iv _ p d- k OPENINGS - ~ i ~ { o 0 ~t _ I 'EXISTING OVERHANG I ~_4~~ I'-4" '-0" 4'-0" 2'-8" 4'-4" 5'-4" 4'-0" 4'-I" I'_0" I~_5~~ 30'-2" 5 PROP05ED ~ i ~ % ~ - EXISTING OPENINGS TO BE PILLED IN ~ ~ I I ~l.ODR PJ.~4N ` . A-2 _ ~ PROP05ED INTERIOR WALLS 1 A-2 SGALE; 3/Ib - I -0 EXISTING WALLS ORIGINAL RE~ENED RPR 2 5 70Ufi p~NNING DEp,RVJA ERf I Li °~~~p~~~} - ALABAMA#14469 07 a^ W \ A. 15 NOT Y4IDr SYGN~ ~ IN PURPLE INK 5 FLORIDA# 15601 5EORCGIA# 14241 i •i THIS ORM Of d ~ ID,~,yu DATE: 2/24/06 REV BY DATE PROP05~D BUILDING . ND # ?#0 3 1000 50M BELGHER ROAD BLDG-A / UNIT #I1 0 A 0 48 PHASE I SITE RENOVATION DRAWN BY: JDA I JDA 4/24/06 M1551551PPI# 8925 LARGO, FLORIDA 33111 1312 OVERLEA STREET ;TASF- Bv, ° CHEMED BY F5G N. GAROLINA# 11108 VOICE: 121-524-1905 GLI:ARWA FLORIDA TEXA5# 54100 -A dqAwa~ x SCALE: AS NOTED LAYOUT FAX: 121-524-1299 ° ° ° 1L,.. W,0. N0: 441-003 SHEET 6 OF 6 STREET ADDRESS: OF BOUNDARY TOPOGRAPHIC AND TREE SURVEY MAP CIO SET N 10 TOWNSHIP 29 SOUTH RANGE 15 EAST 1312 OVERLEA STREET AND VACANT LOTS SPRINGDALE STREET PINELLAS COUNTY FLORIDA b31'dM~'d31~ j0 ul~ ' CLEARWATER, FLORIDA 1N3Wladd34 9NINNdId soot ~ ~ ~ ~ a3n13~3a ~ ~ 1bN191b0 7.9T 6.6T 7,$T SPRINGDALE ST. 7,79' 7,6T 7,66' CENIERUNE . - - X - , . - - ~ 60' ROW - ~ - - - --3:- - - - - - - - - - - BMk2 ~ 7,52' 7.84' 7,67' ~ 7.8D' 7,71' 2' VO • 7,71' 0 SCALE 1" = 20' ai ,FIP 3/4' S89 36~07~E 134,00'CP) 15" la" 29" N89°36'07'W 335,00'lP) P) 7.70 ND ID 7s1' 7,ze' S89 36 03 E 134.06'CM) 7,7- ~ 7.3' ROW N89'42'10'W 334.95'lM) M) 0 5 10 20 40 6CLF 15". °d a 6Z00'CP) .a ° ' ° ~ 67.OQ'CPJ~ •z4" FC1R 5/8' X 6700'lP> 67 ° d °1 FLA BENCHMARK T3' .00 P) 67.00'CP) 6zoo'~P) 6ZOO'tP) FIR 1/2' GRAPHIC SCALE 0.6 OFF` ° d ° LBH 6947 e° d ' ° d ° ° a ° °dl NO ID PRM(P) d. ° n ~ i. ° FCM 4 X4' 7,06" 6,32, ° da ° d . e a 6'S' 7.1' ° ~ ~ ° ° d X X ° 6,~2' NO ID Q81 N 6.9T ° X _ ° ° ° ~ ,d x ° d Q01 W d, ° d v 8 ° ° ° I z •d ° o ~ a ~ o d ° a I ~ ° ° d N 0.8'ON d ° ° ° e a. d° ° ~ ° °'.0'.ad ° d ° ° d°. ° ° 3 ° d° . ~ ° ° ~ d. ° . ~ °n ° a ~ ° ~ a ° d d ° ° d d ~ d ° ° ° ° ° ° ° 0 O a ° ° d. FOL70 a 71694/004/OG60 .p o I i FDLIDH 71694/004/0080 OO~p ° ° °e ° d ° 0.9' ~ ~ a ° d l0 0 ~ LOT 8 ~ti ~ ° e d ° ° LOT 7 °e ° °g LDT 6 N ~ d ° ~ F°LI°N 71694/004/0010 0 0° ~ ~ ~ h ~ 6,34' ° e ~ ° ° d ° ~ ~ 6.3' ~ 6,3' LDT 5 ~ ° ~ ~ ° ~e 3,1 X LOT 4 LOT 3 ~0T ~ L°T 1 ~ X ° BROKEN ;,d a ~ ! ° ° 6.10' ~ 4 a 6.08 d ~ FDLID# 71694/00 /0050 d 5;75' ° ° ° X. oo ° d, ~ - e ° ° NOTEr a. d a d a a ~ X ~ d CONCRETE° ° d ° \ Rl ti 6.53' d . ° ° ° ~ a e d \ BUILDING EXTENDS INTO 8' EASEMENT AS REFLECTED PER SURVEY. N~ ` ° ° ~ ° ° ° °E °a ° ° ti0 ° . ° ° e °AND DIRT ° ° d OO ° e ° d ° °o ° d ° ° , - ° ° .a d° ° ° ° d 4. i v d° ° d a ° ] LEGAL DESCRIPTION: . °d° ° ° d LOTS 6, 7, 12 AND 13, LESS THE WESTERLY 29 FEET DF LDT 12, d ° a ° a d ~ ° a' a j °d a ° d ° ° BLOCK D, PINE RIDGE, ACCORDING TD THE MAP OR PLAT THEREOF, ~ d ° ° ° ° ° a 3,2' AS RECORDED IN PLAT BDDK 28, PAGE 98 OF THE PUBLIC RECORDS DF PINELLAS COUNTY, FLORIDA, j ° ° ° a° ° ° e° d ° a c ° e ° d ° ° ° ° d O d ° ° ° d ° Zq d. e ° a ~ - I a e a ~ ~ - a a d e a ad d ° Q._ a ° ° ° ° ° a a ° a d. a 0,3'DN ° ° a 40 ~ d ° e d -$--ate,- -.°a. LEGENDS & SYMBOLS CLF °11,70N° ° fi,35' ° •d~-:@HP-_ ~ . d^ ~ ° a x 8 EASEMENT 'FIP ° 1/2' m 9 FIP 3/4' 5.43 ~ ' • ~a,95 . d , a-;-= ° ~ S89'36'0TE 335,00'CP) 01 NO CDR ~ QTX4'CW ° ~ °L1. 4CLF,: •eNDlD m. 10500'lP) 10511'(hG , X. a • '1-`' 1.1' 6700'lP) 6Z00'CP) . , , , aQ.. 6Z00'lP) 5.4' - e. 0'(m • , ry~°" S89 4348E 334,84 lM) K~ 6ZD0'CP) FND(TYP~ NN FPC BOX E-= GUY ANCHOR ~E_ ~ ~ =UGP O= GTE RISER 6700'lP) 5,8' 6700'(P) FClRS/8' 2900'CD)' 571. OAS'"? CONC•o ,BDFF 6200 (P) . 4'CLF 6„8. WW . ° ° ~ ° tv k X 8' EASEMENT 1.2' WB + = FlRE HYDRANT ~ = CP Z{ = PP O = CAN N I~ v F - 17 - - - ~&6 - - - 0,4'~ i i1Gf'S,8 ' - - - - - - - - - - - - - - - 5,5' 0 _ a3'i ~ ~Q i, _ / N ~ `U~ ~ ~ RWV 000= MH DIAMETER DIAMETER - - - - - - N N ~ ® X =EXISTING ELEVATIONS ~ = AUSTRALIAN PINE ~ =PALM ~ 5,22'' ~i ' ° CE N' .e r DO ~ X _ I 113' n F ~ ti o AC =AIR CONDITIONER D/A =OVERALL I ~ 6.0: . ° o ~ AL =ALUMINUM OH =OVERHANG h:. ~ Z 2 e ASPH =ASPHALT OHP =OVER HEAD POWER a OR. BK. =OFFICIAL RECORD BOOK li ~ 01 ' a E ti ~t .ti ~ MMW NNE BM =BENCH MARK 0/S =OFFSET j il: ' . _ ° r,, BR =BRICK ~ i~ BWF =BARB WIRE FENCE (P) =PLAT J _ _ :'I: '~0,3' I ti 3 ~ ~ PB. =PLAT BOOK (C) =CALCULATE PC =POINT OF CURVATURE LINE TABLE a o 1• 3 y Q . •I a wW CAN =CABLE N BOX PCED =PINELLAS COUNTY _ CB-=-CATCH BASIN_ __--ENGINEERING.DEPARTMENT----_ - LI N892833W 28,92 CM) __.~~.:.4._ _ titiw _ _ N89'36'0TW 29,00'CD) • CC = CONC CURB PCP =PERMANENT CONTROL POINT ~ ~.n.- a 0.3' a!"'~ ASPHALT _ A3' ^ - Oj ~ CCR = CERTIFlED RECORD CO ER PG. =PAGE _ i ~ .:5.23 DRIVE ~ j j / 5,60' ~ .'l y 5.6' J ~ CE =COVERED ENTRANCE PI =POINT OF INTERSECTION - CLF =CHAIN LINK FENCE POB =POINT OF BEGINNING q ~ ~ / j / :,,59 X 5,24' 0\ 0~ L / ~ ~ 3 a ~ CO =CLEAN OUT POC =POINT OF COMMENCEMENT X M ~D d e ~ <hPj ~ rl_ V p3' v o a ~ ~ CP =CONCRETE POLE POL =POINT ON LINE ~ CS = CONC STEPS PP =POWER POLE (U (U: ~ 0,3' DNE STORY N ~n ~o ° ti CSW =CONCRETE SIDE WAUC PRC =POINT OF REVERSE CURVE 'i LESS THE WEST 29' J ' ~ PF LD~~ 2 ' _ 7 1' ~ . /COMMERCIAL BUILDING y LDT 14 N ti • , FDLIOk 716 94 /00 4 /0]00 U: ' j DF LDT 1P a: ~ _ . - ti ; •N/ LDT 13~ V c~'i FOLIOtk 716 9 4 /004 /0/4 0 LDT 15 LDT 16 ~ CW =CONCRETE WAU_ PRM =PERMANENT REFERENCE MARKER LOT 17 LDT18 CONC =CONCRETE PL =PROPERTY LINE LDT It _ ti _ . _ . ~ 1 4! _ : ~ . FOL ION 71694/004/0120 9 ~ 0~ D / 2~ . M CDR. =CORNER PT =POINT OF TANGENT ~ NCI: Q3 FFf - 6,5 , (D)= DEED ROW =RIGHT-OF-WAY ~ N • ~ 5,8 0,3' ° ~ •e . ~ . DE =DRAINAGE EASEMENT (REC) =RECORD r o o _ _ • 1 ,0 O 5 2 2 _ . j 00 DISC =DISK SA =SANITARY DE =DRAINAGE EASEMENT SCIR 5/8" =SET CAP IRON ROD WITH CAP No. #7101 ASPHALT : - ~ ~ a3'~1~ / ° ENCI =ENCLOSURE SCM =SET CONCRETE MONUMENT EOW =EDGE OF WATER WITH DISC No. X7101 . , / m _ "tai. ° I . . i' ~ 3 EP =EDGE OF PAVEMENT SCR =SCREENED 524' ~i ~ j ~ e X '536 D . ' ~ 590" 5,B4'. 5.8' SEC. TWP. RNG =SECTION TOWNSHIP FCIR =FOUND CAP IRON ROD RANGE FCM =FOUND CONCRETE MONUMENT SH =SHED ol: _ . FOH =FOUND DRILL HOLE SPKND =SET PK NAIL AND DISC FN =FOUND NAIL No. #7101 _vl ~ `'v ° 3• j I. h .k FND =FOUND STOP =STRADDLE POINTS _ I u ~ I D20FF _ 392. I / FN/D =FOUND NAIL DISC SWC =SET WITNESS CORNER FlR =FOUND IRON ROD , ; .q'CLF x' / 4Q8' ~ 7.9' o ' .4 CLF ° ° , (FU)) = FlEU) (TM) =TAX MAP FPKND 4 CLf'' 5,39' . - A ' 1,4 ; - 549 FIP 1/2' 5,5' 6700'(P) RLSti 1269 , 9,8 3BD0'CD) AGATE . ~ ~ 5,0 , : L1' ND ID X P9..00'CD) X _ . ,1, 6700'lP) 6700'lP) 67.00'fP) FOP =FOUND IRON PIPE TOB =TOP OF BANK • n DVER.NANG: ROW e , i r • BNRl . ' D,2 aN . N89 4126 ? 105.00 lM) N89 40 46 W 335,10 lM) . . , n , a30N.. 67.p0'lF) FIR l/2' FPC =FLORIDA POWER CORP. PAD 6700'CP) ND ID FPIP =FOUND PINCH IRON PIPE UE =UTILITY EASEMENT ASPMALr: N89 33 05 105.00 CP):. • . zl~, r r , . ~ - N89 33 OS W 33500 CP) _ , _ _ ~ _ - _ : o FPKN =FOUND PK NAIL UGP =UNDERGROUND POWER FPKND =FOUND PK NAIL & DISC - ~ ~ 7 FFE = FlNISHED FLOOR ELEVATION VF =VINYL FENCE •4,64' # .4,84 ' 4,94' • 5,04!; 1,4' VG 5,13' 5.1 ' F(X) =FOUND "X" CUT VG = VAU.EY GUTTER X ~ fP GC =GRANITE CURB W =WOOD HCED =HILLSBOROUGH COUNTY ~ =WATER BOX ~i ENGINEERING DEPARTMENT WC =WITNESS CORNER WF =WOOD FENCE 5,06' S,12' 5,25' Qj~'Rf,E'A 5,34' CENTERLINE 5,50' 5.57' - - - - X- - - - - - - - - X- -~i= X- - - - - HWF =HOG WIRE FENCE Wpp =WOOD POWER POLE _ _ _ _ _ _ _ LP =LIGHT POLE W$ =WOOD STEPS 60' RDW i i (M) =MEASURED ~ =WATER VALVE WW =WING WALL MH =MANHOLE COVER I MTL =METAL SURVEYORS NOTES: 1.) SEE LEGEND FOR SYMBOLS AND/OR ABBREVIATIONS USED HEREON. 2.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFlT OF A TITLE SEARCH. 3.) NO INSTRUMENTS OF RECORD REFLECTING OWNERSHIP, EASEMENTS OR 6700'CP) f 67.00'CP) 6700'CPJ 6Z00'CP) 67,00'CP) 6700'CP) 67.oo'lP> RIGHT-OF-WAY WERE FURNISHED TO THE UNDERSIGNED, UNLESS OTHERWISE 67.po'~P) SHOWN HEREON. 4.) NO UNDERGROUND FOUNDATIONS, STRUCTURES, INSTALLATION OR IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN HEREON. 5.) THIS SURVEY 1S NOT VALID UNLESS IT BEARS THE SIGNATURE AND I ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 6.) THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON BLOCK E ~i THIS PLAT OR MAP THAT MAY BE FOUND IN THE PUBLIC RECORDS OF I I ' LOT 4 LOT 3 3 THIS COUNTY. car 2 LQT 1 7.) UNITS OF MEASUREMENT ARE IN FEET OR DECIMAL OF A FOOT UNLESS LDT 8 LDT 7 I~ LDT 6 LDT 5 OTHERWISE INDICATED. 8.) THIS SURVEY IS VALID FOR 90 DAYS. 9.) VERTICAL INFORMATION DEPICTED ON THIS SURVEY ARE BASED ON I NAND 88 DA1UM OBTAINED FROM CITY OF CLEARWAIER, ENGINEERING DEPARTMENT BENCH MARK# H-8, ELEVATION = 18.437 {NGVD P9)- 0.88 = 17.557 {NAND 88) i BM# 1 = 5.14' FPKND LB# 1269 0 SW PROPERTY CORNER i BM# 2 = 7.60' FPKND LB# 7101 ® SOUTH EP OF SPRINGDALE STREET 52't TO i THE WEST OF THE EASTERLY PL FIELD CREW: BR BL REVISIONS CERTIFIED TO: CERTIFICATION: FLOOD ZONE: COMMUNITY PANEL(EL.10'), "AE"(EL.10') AYUSO SURVEYING, INC. I HEREBY CERTIFY THAT THIS SURVEY MAP WAS MADE UNDER MY DIRECTION SURVEY FIELD DATE: 10-15-05 DATES COMMENTS M W STONE, LLC ON THE DATE SHOWN AND THAT IT ACHIEVES THE MINIMUM TECHNICAL ASSURE TITLE LLC BOUNDARY, TOPOGRAPHIC STANDARDS PER THE BOARD OF PROFESSIONAL LAND SURVEYORS AND MAPPERS DRAWN BY: PYW 11/21/05 ADDED LOTS 6 AND 7 LIC M. W. STONE, LLC SURVEY No. 125096-0106H, 125139-0106H PROFESSIONAL SURVEYORS & MAPPERS LB #7101 DATED: 05-17-05 IN CHAPTER 61917-6, IN PURSUANT TO FLORIDA ADMINISTRATION CODE TREE SURVEY 3851 62ND AVENUE NORTH SUITE J SECTION 7 27, GRID STATUTES. CHECK BY. EAA 02/20/06 ADDED TOPOGRAPHIC AND TREE LOCATION STEWART TITLE GUARANTY COMPANY INFORMATION SHOWN HEREON BY NO MEANS PINELLAS PARK, FLORIDA 33781 By - - - - _ DATE SIGN: 11-16-2005 - REPRESENT A DETERMINATION ON WHETHER PROPERTIES WILL OR WILL NOT FLOOD. LAND 727-528-2399 OR 528-1839, FAX 727-528-2038 - - - - - PROJECT NUMBER: 50892Pli WITHIN THE BOUNDARIES OF THIS PLAT MAY IERROL A. A 0 .S .M 5955 OR MAY NOT BE SUBJECT TO FLOODING. E-MAIL AYUSOSURVEYING@YAHOO.COM