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FLS2008-08019PLANNER OF RECORD: WW ATLAS. # 232B ZONING: C. LAND USE: CG RECEIVED: 08/05/2008 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC: 1 rt VS &I "&d"s $7 wow CDB: �r�fra)�y S ✓iro*Qti wi 1 R p -2aos a. & 7 VLO CLWCoverSheet 1 1 r ;i 8 , -10 A01k AML ENTERPRISE RD ' I 2560E ]RADIATION ONCOLOGY CENTE PLANNER OF RECORD: JN ATLAS # 232B ZONING: C 5 LAND USE: CG i RECEIVED: 07/02/2008 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC : B CDB: I v P&W S 08-- OSof 9 J i It"?/ B a + i r4� 1� °Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727- 562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZEb APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled, and folded into sets ❑ SUBMIT FIRE PRELIMARY SITE PLAN: $200.00 ❑ SUBMIT APPLICATION FEE $ CASE #: RECEIVED BY (staff initials): DATE RECEIVED: AUG 2000 KANNIr G D EW CITY OF CtEARWWTER * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 07/1.1/2008) - PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: Terry M Hasley 411 Windward Pas 727- 466 -0800 PROPERTY OWNER(S): Same as above List ALL owners on the deed Trust sage Clearwater, Fl FAX NUMBER: EMAIL: 33767 727- 466 -6886 AGENT NAME: Robert Bander MAILING ADDRESS: 1368 Spalding Rd. Suite C, Dunedin, F1 34698 PHONE NUMBER: 727- 733 -5558 FAX NUMBER: 727_733 CELL NUMBER: f EMAIL: B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: PROJECT VALUATION: $110 Radiation Oncology Center STREET ADDRESS 2560 Enterprise Rd E Clearwater F1 33759 PARCEL NUMBER(S): 31/28/16/00000/110/0200 PARCEL SIZE (square feet): PARCEL SIZE (acres): 1/2 acre LEGAL DESCRIPTION: 31/28/16/00000/110 /0200 - see attached PROPOSED USE(S): Medical C1 11 DESCRIPTION OF REQUEST: To permit a medical client with reduction to the existing building Specifically identify the request side setback along the north face of the building to 7' - 6". (include number of units or square footage of non - residential use and all Reduction to existing pavement• of zero feet along Village Drive, requested code deviations; e.g. 2':-0" along enterprise Drive and 2' — 0" along the west proper reduction in required number of line. parking spaces, specific use, etc.) C: \Documents and Settings\denise \Local Settings \Temporary Inte 1FOf ] LKCB \Flexible Standard Development (FLS) 2008 07- 11.doc tea, 0 Q 0 fF2) OR G AT O R r.- I � a DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO _ (if yes, attach a copy of the applicable documents) ��SUBMIT OOF OF OWNERSHIP: (Code Section 4- 202.A.5) A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTEQtr .NE_ RSHIP (see page ?)���� . I - WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) PIANNING DI WENT f4y , �AV% I Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA — Explain how each criteria i I The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The proposed Radiation Oncology Center Project is the renovation of an existing outdated one -story structure. The building will have -a new architectural image that ....w.i. en ance e. corner o.... -... n erprise ve. i age r. e surroun ing proper tie are entirely proposed Project wi deve'lo ed. The 11'... riot adversel affect the harmony- sca -e•- or bulk of the 'adjacent properties. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. All adjoining properties are developed and the proposed site renev- &ti-e -n- mil -loot impair the value of adjoining properties. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The pr o osed development will have no health or sdfety impact on surrounding properties. 4. The proposed development is designed to minimize traffic congestion. The vehicular circulation will not be modified. The two existin traffic accesses will remain. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The exterior renovations are consistent with the community character of the immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The proposed project wil•1 not impact the adjacent properties in this highly congested area of Clearwater. CADocuments and SettingsWenise \Local Settings \Temporary Internet F Of \ LKCB \Flexible Standard Development (FLS) 2008 07- 11.doc WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) ❑ Provide complete responses to the applicable flexibility criteria for the specific Use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) — Explain how, each criteria is achieved, in detail: E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 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 extl5=l q his requirement. ❑ If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. EIVED ❑ At a minimum, the STORMWATER PLAN shall include the following; AUG 29 2008 ❑ Existing topography extending 50 feet beyond all property lines; P NNIN � D ❑ Proposed grading including finished floor elevations of all structures; �"i+l�� mv�+ ENT ❑ All adjacent streets and municipal storm systems; CITY OF CtfiiikftAir�V ❑ Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ❑ A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ❑ Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ❑ Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ❑ COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ❑ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562 -4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) ❑ SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; ❑ TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), .and location, including drip lines and indicating trees to be removed) — please design around the existing trees; ❑ TREE INVENTORY; prepared by a "certified arborist ", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; ❑ LOCATION MAP OF THE PROPERTY; ❑ PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces).. Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ❑ GRADING PLAN, as applicable; ❑ PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ❑ COPY OF RECORDED PLAT, as applicable; CADocuments and Settings\denise \Local Settings \Temporary Internet Files \OLKCB \Flexible Standard Development (FLS) 2008 07- 11.doc Page 3 of 7 TTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria) p Provide complete responses to the six (6) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA— Explain how each criteria is achieved, in detail: The development or redevelopment is otherwise impractical without deviations from the use and /or development standards set forth in this zoning district. Due to the existing placement of the building's structure, the existing asphalt -paved drives and parking cannot be redesigned. The structural setback deviation from the current development standards is required for the Owner to renovate this property. 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district The proposed project will be consistent with current policies and standards. ORMW ReCEIVED AUG 2 9 2000 3. The development or redevelopment will not impede the normal and orderly development and improvement of s�rq�tEN . The redevelopment will not impact future redevelopment or improvement of surroQW1qFSWJVfflER 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. The proposed project will enhance the area and will not affect adjoining properties. 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood: and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterfront use. The proposed use is permitted in this Zoning District as a Flexible Development. 6. Flexibility with regard to use, lot width, required setbacks, height and off- street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; C. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ❑ Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; ❑ Building stepbacks; and ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. The proposed development will meet the above list of objectives.. C: \Documents and Setting s\derek.fergu son\Desktop\plannin gforms_07 07\Compre h ensive Infill Project (FLD) 04- 24- 07.doc Page 3 of 8 ;. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) SITE PLAN with the following information (not to exceed 24" x 36 "): Index sheet referencing individual sheets included in package; _ North arrow; _ Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; _ All dimensions; �±CEIVED Footprint and size of all EXISTING buildings and structures; AUG 2 9 2008 Footprint and size of all PROPOSED buildings and structures; ��' All required setbacks; IMIENT _ All existing and proposed. points, of access; CITY OF01EAAgLIR _ All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including _ description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; _ Location of all street rights -of -way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas _ and waterlines; _ 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; _ Location of all existing and proposed sidewalks; and Floor plan typicals of buildings for all Level One (flexible standard development) approvals. A floor plan of each floor is required for any parking garage requiring a Level One (minimum standard and flexible standard) approval. ❑ SITE DATA TABLE for existing, required, and proposed development, in written /tabular form: EXISTING _ Land area in square feet and acres; _ Number of EXISTING dwelling units; _ Number of PROPOSED dwelling units; _ Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking "spaces & driveways, _ expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility _ easement; _ Building and structure heights; _ Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. ❑ REDUCED COLOR SITE PLAN to scale (8' /z X 11); ❑ FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: _ One -foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; _ Location of all earth or water retaining walls and earth berms; _ Lot lines and building lines (dimensioned); Streets and drives (dimensioned); _ Building and structural setbacks (dimensioned); Structural overhangs; REQUIRED PROPOSED C:\Documenls and Settings \dense \Local Settings \Temporary Internet Files \0LKCB\Flexible Standard Development (FLS) 2008 07- 11.doc Page 4 of 7 H. 'LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A)�; ❑ LANDSCAPE PLAN with the following information (not to exceed 24" x 36 "):� All existing and proposed structures; AUG 2 J 2008 Names of abutting streets; L 0 Drainage and retention areas including swales, side slopes and bottom elevations; PIMNINGDEMIMEW Delineation and dimensions of all required perimeter landscape buffers; CITY OF CLEAR IAyER Sight visibility triangles; Delineation and dime.nsions of all parking areas including landscaping islands and curbing; Existing trees on -site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. ❑ REDUCED COLOR LANDSCAPE PLAN to scale (8' /2X 11); ❑ COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) ❑ BUILDING ELEVATION DRAWINGS —with the following information: All sides of all buildings; .Dimensions; Colors (provide one full sized set of colored elevations); and Materials. ❑ REDUCED BUILDING ELEVATIONS — same as above to scale on 8% X 11. J. SIGNAGE: (Division 19. SIGNS / Section 3 -1806) ❑ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ❑ All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ❑ Comprehensive Sign Program application, as applicable (separate application and fee required). ❑ Reduced signage proposal (8' /2X 11) (color), if submitting Comprehensive Sign Program application. C: \Documents and Settings\denise \Local Settings \Temporary Internet Files \0LKCB \Flexible Standard Development (FLS) 2008 07- 11.doc Page 5 of 7 K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) y� ❑ Include if required by the Traffic Operations Manager or his /her designee or if the proposed development: AUG 2 9 2008 • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan.RmA. e ■ Will generate 100 or more new vehicle directional trips per hour and /or 1000 or more new vehicle trips a �ssaeC ■ Will affect a nearby roadway segment and /or intersection with five (5) reportable accidents within the prior ivJ2lVe %%nV. 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. Traffic Impact Study is not required. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the, City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and /or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida.Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. ❑ Acknowledgement of fire flow calculations /water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. Fire Flow Calculations/Water Study is not required. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562 -4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. Signature o representative Robert STATE OF FLORIDA, COUNTY OF PINEL QkS Svofp to and subscribed before me thisRl day of Lid )', 3'art A.D. 20Q to me and /or by who is personally known has produced as identific ion. public, My commission expires: CAD=ments and Settings\denise \Local Settings \Temporary Internet Files \OLKCMFlexible Standard Development (FLS) 2008 07- 11.doc Page 6 of 7 UN- 2008 —FRI 11:30 AM BANDES ASTAUCTION FAX No,727 -738- 5 P. 002 ar N. AFFIDAVIT TO AUTHORIZE AGENT: �' n�:.__q.._._- Providenames-ofall roe _........_.. _ ............ .... ..........._......__. ._.._......... p p dy owners. on. deed. - .PRINT full names: CRY-OF tp�. I`7 tl AT R. .. - • T� `rte • l� • ���C�•�`/• ... • ... • . -- •• • � , 2.: : Th (I am a are) the owners) and record -title fiolde'r(s)-of the,follov✓ing described pr e (address r general location): ' �°GZ 3 .: 3. That this property constitutes the property for which a request for a: (describe requ st) _Pq !<. .... %4l That the undersi red (has/ha4e) appointed.and (does /do) appoint: as (his /their) agenf(s) to execute any.petitiohs or other documents necessary to affect such petition; .5. That this affidavit has been executed to indtaca the City of Clearwater, Florda to consider and act on the 'above described properly; 6. That site visits to the.property are•npeessary by:City representatives in order-to process this appllcatibri and the owner authorizes ,City'..,'.:::,'..:•.,,:, . reprASeritatives to visit and photograph_ the:propOrly_:des( be'd -fn this - applications • 7. That (1 1we), the undersigned authority, hereby certify that the foregoing is true and correct. / iPPa)S�r`ly Owner Property Owwner P operty Owner"*. ......... Property Owner:.:; •... STATE OF FLORIDA, COUNTY OF PINELLAS Be f re me the undersigrieii; an officer duly commissioned'by the laws of tiie•State of Florida, on this �� �� `-r" � day of 6�.? persohahy.appeared �% S�L?L, who having been first duly sworn ' epbses and says that h she lly understands the. contents of the affidavit that h s e sinned. - Notary Seal /Stamp. Notary Public Signature My Commission Expires: p1�Y OV0� Denise R Hagemann y % „ My Commission DD363406 9 or wo' Expires December 22. 2008 a li-0-11%otT Au' 2 r oe LEGAL DESCR=PTION :16:08 13k 31 28 16 / 000DO. ':LID 0200 OR Bo'okt 15*136*6 Paga*: :Wl PROM NE SEC COR TH W 549.2 FT TH CUM RT P-Al) *114011T ARC •3 13 3.9 FT TH MM jZT 'RAI) ID50PT ARC 135,AIPT FOR PDB TH CUP, RT RM 3,06DrT ARC 69.46FT T.H•.923DE 32.66 PT TH OUR RT RAD 50F ARC 75.59EPT TH CDR LT PAD 1474.95FT ARC 102.91 FT TH N31DW 151.95FT TH W63DB I67.09PT TO POB F. Equal Opportunity Employer BANDES CONSTRUCTION ® COMPANY, INC. 1366 Spalding Rd., Ste. C' " Ounadln, FL 34698 -5035` - July 1, 2008 Phone: (7275 733 -5558 Fax No: (7273 733 -6490 -ice„se #CG -001 e55d Re: Flexible Development Application Stormwater Narrative Permit Application BCP2008 -06324 Radiation Oncology Center To Whom It May Concern; This project has not added any impervious surface. No stormwater : Plans should be required. S , fey► ::w A.r:ee. H45 % 460 U.. Robert Bandes MOM R RB/mm Equal Opportunity Employer LL I Planning Department 100 South Myrtle Avenue ..; 1 ►{ aher Clearwater, Florida 33756 C) `` Telephone: 727 -562 -4567 Fax: 727- 562 -4865 • SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION • SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled and folded into sets CASE NUMBER: RECEIVED BY (Staff Initials): v.....:..r.e. DATE RECEIVED : AUG G� 2iiU8 f C YOFO:EARWAYER * NOTE: A TOTAL OF 15 SETS OF THIS APPLICATION AND ALL SUPPORTING DOCUMENTATION IS REQUIRED TO BE SUBMITTED IN CONJUNCTION WITH A COMPLETE LEVEL ONE OR LEVEL TWO APPLICATION. COMPREHENSIVE LANDSCAPE PROGRAM (Revised 04/24/2001) PLEASE TYPE OR PRINT- APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANTNAME: Bandes Construction Company Inc. MAILING ADDRESS: 1368 Spalding Road, Suite C, Dunedin FL 34698 PHONE NUMBER: (727) 733 -5558 FAXNUMBER: (727) 733 -6490 CELL NUMBER: EMAIL: PROPERTY OWNER(S): List ALL owners on the deed AGENTNAME: Bandes Construction Company Inc. MAILING ADDRESS: 1368 Spalding Road, Suite C, Dunedin, FL 34 PHONENUMBER: (.727) 733 -5558 FAXNUMBER: (727) 733 -6490 CELL NUMBER: -EMAIL: 1. ARCHITECTURAL THEME: a. The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcel proposed for the development. The.landscaping for the existing outparcel and master site is virtually non - existent. Because the site is existing, there is very little room for landscaping however, we have provided the maximum landscaping possible. OR b. The design, character, location and /or materials of the landscape treatment proposed in the Comprehensive Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. C:IDocuments and Seltingslderek. fergusonlDesktoplplanningforms _07071Comprehensive Landscape Program 04- 24- 07.doc Page 1 of 2 2. LIGHTING: Any lighting proposed as a part of a Comprehensive Landscape Program is automatically controlled so that the lighting is turned off when the business is closed. Native vegetation and attractive landscaping will enhance the e i-sti gv 4 velopment. Alt � _ — � �,a�iEmtaeP� .e -.caws rnA� 1'M _ «3 3. COMMUNITY CHARACTER: CnY OF OLEARWATER The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. The proposed landscaping will greatly enhance the look of th existing demelnpmant 4. PROPERTY VALUES: The landscape treatment proposed. in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. N/A 5. SPECIAL AREA OR SCENIC CORRIDOR PLAN: The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. THE LANDSCAPING REQUIREMENTS OF ARTICLE 3, DIVISION 12 MAY BE WAIVED OR MODIFIED AS A PART OF A LEVEL ONE OR LEVEL TWO APPLICATION, AS THE CASE MAY BE, IF. THE APPLICATION FOR DEVELOPMENT APPROVAL INCLUDES A COMPREHENSIVE LANDSCAPE PROGRAM, WHICH SATISFIES THE ABOVE CRITERIA. THE USE OF LANDSCAPE PLANS, SECTIONS / ELEVATIONS, RENDERINGS AND PERSPECTIVES MAY BE NECESSARY TO SUPPLEMENT THE INFORMATION PROVIDED ON THIS WORKSHEET.. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described.in this application. Signature f pr rty o resentative _ Robert STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this 29th day of kugust A.D. 20 08 to Pd wh .s personally known has LlVotary public, U My commission expires: Denise R Hagemann c 11" — 'For F`oo- Expires December 22. 2008 S:1Planning DepartmentlApplication Formsldevelopmen wk2026 FormslComprehensive Landscape Program 2006.doc Page S�,Lu 9/24/2008 Refund Receipt #: 120080000000000 7635 12:44:53PM y �= Date: 09/24/2008 r Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLD2008 -07020 04 Refund - Flexible Commercial 001000000341262000 Line Item Total: (730.00) ($730.00) Refund: Method Payer Bank No Account No Confirm No How Received Amount Paid Check Refund BANDES CONSTR CO 9041187 In Person (730.00) Refund Total: ($730.00) 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. cueeeipt.rpt Page I of I FLD2008 -07020 2560 E ENTERPRISE RD IATION ONCOLOGY CENTE PLANNER OF RECORD: WW ATLAS. # 232B ZONING: C LAND. USE: CG RECEIVED: 07/02/2008 INCOMPLETE: . COMPLETE: MAPS: PHOTOS: STAFF REPORT:. DRC: CDB: � Ch.�d 4% Ft-s roob • 0 8 o i 9 CLWCoverSheet l o Planning Department 100 South Myrtle Avenue >_ C learwater Clearwater, Florida 33756 0 Telephone: 727 - 562 -4567 Fax: 727 -662 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets ❑ SUBMIT FIRE PRELIMARY SITE PLAN: $200.00 ❑ SUBMIT APPLICATION FEE $ 1 , 405 CASE #: ri Z_oO8 -"b-701.0 RECEIVED BY (staff initials): DATE RECEIVED: NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) A. APPLICANT, APPLICANT NAME: MAILING ADDRESS PHONE NUMBER: CELL NUMBER 0>`i WIA RECEIM 2008 p AN OF CtLEAUP-ViAIEP FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Redevelopment Project (Revised 04/24/2007) - PLEASE TYPE OR PRINT- PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: B. PROPOSED DEVE PROJECT NAME: STREET ADDRESS PARCEL NUMBER(S): PARCEL SIZE (acres): LEGAL DESCRIPTION: AND AGENT INFORMATION: (Code Section 4- 202.A) Terry M Hasley trust - 4111 Windward Passage Clearwater, Fl 33767 727 -466 -0800 FAX NUMBER: 727- 466 -6886 EMAIL: Same as above Robert Bandes 1368 Spalding Rd. Suite C, Dunedin, Fl 34698 727- 733 -5558 Fax NUMBER: 727 - 733 -6490 EMAIL: INFORMATION: (Code Section Radiation Oncology Center PROJECT VALUATION: $1,000,000... 2560 Enterprise Rd. E., Clearwater, Fl 33759 31/28/16/00000/110 /0200 0.536 PARCEL SIZE (square feet): 23,366 see attached PROPOSED USE(S): Medical Clinic DESCRIPTION OF REQUEST: To .permit a medical client with reduction to the existing building Specifically identify the request side setback along the north face of the building to - 9 =g" (include number of units or square footage of non - residential use and all Reduction to existing pavement of zero feet along Village Drive, requested code deviations; e.g. 4 :: along Enterprise Drive and —along the west property reduction in required number of parking spaces, specific use, etc.) line. C:\Documents and Settings \derek.ferguson\ Desktop \planningforms - 0707 \Comprehensive Infill Project (FLD) 04- 24- 07.doc �r?rr- e.wn,FC..p 2010 BOUNDARY SURVEY OF: A Tract of land lying in the Northeast ' /< of Section 31, Township 28 South, Range 16 East, Pinellas County, Florida, being more particularly described as follows: From the Northeast comer of Section 31, Township 28 South, Range 16 East, Pinellas County, Florida, as a Point of Reference; thence S.89 °47'07 "W., along the North line of said Section 31 for 549.20 feet to the Westerly right-of-way line of Village Drive, an 80.00 foot right -of -way. described in O.R. Book 4931, Page 1828, Public Records of said County; said point having a radial bearing of N.71 'l 2'11 "E., thence along said right -of -way for the following five (5) courses: (1_) Southeasterly along the arc of a curve concave to the Northeast, radius 1140.00 feet, central angle 15 '45'02".. arc 313.39 feet to a Point of Reverse Curvature; (2) thence Southeasterly along the arc of a curve concave to the Southwest radius 1060.00 feet, central angle of 0719'09 ", arc 135.41 feet, to the Point of Beginning,' (3) thence continue Southeasterly along said . curve radius of.1060.00 feet, central angle 03 045' 16 arc 69:46 feet; "to,a'Pomtr of Tangency; (4) thence S.23 128'26 "E., 32.66 feet, to a Point of Curvature; (5) thence Southerly along the arc-'of :a curye.concave to the West, radius 50.00 feet, central. angle 86°36'57 ", are 75.59 feet, to a point on the Northerly right -of way line of1✓nEe pi Road, a 100 foot right -of -way described in O.R. 4931, Page 1827, Public Records of said County; said Point being :a Point of Reverse,. Curvature; thence Southwesterly along said right -of -way on the are of a curve concave to the Soutliehsf; radius. - 1474:65 feet, central angle 03 °59'54 ", arc 102.91 f(,et; thence Ieaving said line N.30 °51'23 "W., 151.95 feet; thence N.62'46'1 8"E.3 157.09 feet to the Point of Beginning. Together with anon- exclusive pedestrian and vehicular easement for ingress and egress recorded in O.R. Book 4688, Page 154 of the Public Records of Pinellas County, Florida, over a strip of land 30.00 feet in width lying Westerly of and contiguous to the following described line: Commence at the Northeast corner of Section 31, Township 28 South, Range 16 East, Pinellas County, Florida; thence S.89 °47'07 "W., along the North line of said Section 31, for 549.21 feet to a Point of Intersection with the Westerly right -of -way line of a proposed 80.00 foot road; thence Southeasterly along said right -of -way line and the arc of a curve to the left, radius 1140.00 feet, are 265.00 feet and central angle of 13 °19'07" to the Point of Beginning of said Iine; thence continue along said curve to the left, radius 1140.00 feet, arc 48.38 feet and a central angle of 02 °25'53" to a Point of Reverse Curve; thence along the arc of a curve to the right, radius 1060.00 feet, are 135.41 feet and a central angle of 07 °19'09" to the Point of Termination of said line. AND Together with a non- exclusive pedestrian and vehicular easement for ingress and egress recorded in O.R. Book 4688, Page 154 of the Public Records of Pinellas County, Florida, over a strip of land 30.00 feet in width lying Northerly of and contiguous to the following described line: Commence at the Northeast'comer of Section 31, Township 28 South, Range 16 East, Pinellas County, Florida; thence S.89 °47'07 "W., along th e North line of said Section 31, for 549.21 feet to a Point of Intersection with the Westerly right -of -way line of a proposed 80.00 foot road; thence Southeasterly along said right -of -way line and the arc of a curve to the left, radius 1140.00. feet, are 313.38 feet and a central angle of 15 °45'01" to a Point of Reverse Curvature;. thence along the arc of a curve to the right, radius 1060.00 feet, arc 135.41 feet and a central angle of 07 °19'09 "; thence leaving said right -of -way line S.62 °46'18 "W., for 167.09 feet; thence S.30 °51'23 "E., for 151.95 feet to a Point on the Northerly right -of -way line of proposed County Road 102 said Point also. being the Point of Beginning of said line; thence Southwesterly along said right -of -way line and the arc of a curve, radius 1474.65 feet, arc 37.94 feet and a central angle of 01'28'27" to a Point of Tangency, thence S.57 '40'1 0"W., for 40.00 feet to the Point of Termination of said line. DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YESX— NO _ (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) VSUBMiT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7)�,`�. 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;.,p0,nj;�li- � 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character o�adtecent@'p�elroperties in Whigl -iK is located. �,�� 1► The proposed Radiation Oncology Center Project is the renovation of an existing out ated one -story building, which is currently vacant. The building will have an updated architectural image that will enhance the corner of Enterprise Avenue and Village Drive. The surrounding properties are entirely developed. The proposed Project will not adversely affect the harmony, scale or bulk of the adjacent properties. 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. All adjoining properties are already developed. This property is bounded to the north and west sides by asphalt parking lots having minimum landscaping, which serve two "big box" retailers. The property is bounded to the south by Enterprise Road E, and then by another asphalt parking lot for an existing office building. Village Drive is to the east, then a covered parking area for the existing condominiums. 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. The proposed development will have no health or safety impact on surrounding properties. This will be an ambulatory out - patient cancer treatment facility; clients will arrive in private passenger vehicles. All medical activities will be carried out within the confines of the building. Any medical -grade waste generated will be secured and disposed of according to current medical regulations. 4. The proposed development is designed to minimize traffic congestion. The existing vehicular circulation patterns will remain as they are. The two existing traffic accesses will remain. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed -for development. The exterior renovations are consistent with the community character of the immediate vicinity. The character of the immediate vicinity is either urban roads or asphalt parking lots with very little landscaping. This project intends to retain the existing trees, which serve to screen the property from the adjacent parking lots. The renovations on the building exterior itself will upgrade the appearance of this property. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The proposed project will not impact the adjacent properties in this highly congested and developed area of Clearwater. Again, all relevant medical activities will be carried out within the building. There will be no ambulances arriving under full siren to deliver clients, as this is an ambulatory out - patient treatment facility. Medical -grade waste will be handled according to current regulations. Hours of operation are anticipated to be standard for such facilities, accommodating the needs of the cancer patient community. C: \Documents and Settings\ derek .ferguson \Desktop\planningforms _0707 \Comprehensive Infill Project (FLD) 04- 24- 07.doc WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria) ❑ Provide complete responses to the six (6) COMPREHENSIVE INF ILL REDEVELOPMENT PROJECT CRITERIA — Explain how each criteria is achieved, in detail: 1. The development or redevelopment is otherwise impractical without deviations from the use and /or development standards set forth in this zoning district. Due to the existing placement of-the building's structure, the existing asphalt -paved drives and parking t cannot be redesigned. The structural setback deviation from the current development standards is a required for the Owner to renovate this property. _o nV 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as wJt#ie gral purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district The proposed project will be consistent with current policies and standards. It will upgrade the �use3of ; this property (formerly a realty office, which is now vacant) to professional use as well as upgrade the appearance of the building to contemporary standards. *� 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. The redevelopment will not impact future redevelopment or improvement of surrounding properties. The surrounding properties are already fully- developed commercial or multi - family occupancies whose parking areas surround this property. The Owners of this property would welcome the improvement of the surrounding parking lots. This project will not affect access to other properties. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. The proposed project will enhance the area and will not affect adjoining properties. As the immediately adjoining areas are asphalt parking lots with minimal landscaping for "big box" retailers, any improvement made will substantially enhance the appearance of the area. 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating ,jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and /or preservation of a working waterfront use. The proposed use is permitted in this Zoning District as objective 5.a. Flexible Development. Flexibility with regard to use, lot width, required setbacks, height and off - street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; C. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ❑ Variety in materials, colors and textures; • Distinctive fenestration patterns; • Building stepbacks; and ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. The proposed development will meet the above list of objectives by improvement as an example; upgrading the appearance of the building to contemporary standards; improving upon the established character of the area; adding design elements; and enhancing the existing landscaping design. C: \Documents and Settings\ derek. ferguson \Desktop\planningforms_0707 \Comprehensive Infill Project (rLU) v4- L4- Uf.00c • o.,..e � ..s o E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4- 202.A.21) ❑ A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ❑ If a plan is not required, the narrative shall provide an explanation as to why the site is exempt ❑ At a minimum, the STORMWATER PLAN shall include the following; ❑ Existing topography extending 50 feet beyond all property lines; • Proposed grading including finished floor elevations.of all structures; . • All adjacent streets and municipal storm systems; • Proposed stormwater detention /retention area including top of bank; toe of slope and outlet control structure; ❑ A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ❑ Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; ❑ Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ❑ COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT. (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ❑ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must Initial one of the following): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a .grading plan and finished floor c^ elevations shall beprovided: CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562 -4750. F SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) — please design around the existing trees; ` TREE INVENTORY; prepared by a "certified arborist ", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; �] LOCATION MAP OF THE PROPERTY; PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; �� GRADING PLAN, as applicable; 319% PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); 01 COPY OF RECORDED PLAT, as applicable; ..tJ Vil 1 n 2000 C: \Documents and Settings\ derek. ferguson \Desktop\planningforms_0707 \Comprehensive Infill Projedt (r*LtD)'0.42.4- 07.d6('4 Page 4of8 C!,. .f r G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 2O2.A) O SITE PLAN with the following information (not to exceed 24" x 36 "): Index sheet referencing individual sheets included in package; North arrow; _ Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; All dimensions; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; All existing and proposed points of access; _ All required sight triangles; / Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; . Location of all street rights -of -way within and adjacent to the site; Location of existing.public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas _ and water lines; All parking spaces, driveways, loading areas and vehicular use areas; Q 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. ❑ SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: JLand area in square feet and acres; —� Number of EXISTING dwelling units; —� Number of PROPOSED dwelling units; Gross floor area devoted to each use; J Parking spaces: total number,.presented in tabular form with the number of required spaces; TTotal paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility easement; J, Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. REDUCED COLOR SITE PLAN to scale (8 /z X 11); EXISTING REQUIRED PROPOSED FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One -foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; 09tir lw4141A.. Location of all earth or water retaining walls and earth berms; E�EctW Lot lines and building lines (dimensioned); 042008 Streets and drives (dimensioned); Building and structural setbacks (dimensioned); PV `4 r�.j .MMN'r Structural overhangs; C` tir OF C1;.EP.rZbr,k11FR C: \Documents and Settings\ derek. ferguson \Desktop\planningforms_0707 \Comprehensive Infill Project (FLD) 04- 24- 07.doc Page 5 of 8 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) ❑ L,/tiNDSCAPE PLAN with the following information (not to exceed 24" x 36 "): V/ 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; Existing trees on -site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); ^ Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant Sf schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all _ existing and proposed landscape materials, including botanical and common names; JTypical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; i Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Tr Irrigation notes. REDUCED COLOR LANDSCAPE PLAN to scale (8%.X 11) �B 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. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) ❑ BUILDING ELEVATION DRAWINGS —.with the following information; All sides of all buildings; Dimensioned; TColors (provide one full sized set of colored elevations); J Materials; ) Sight visibility triangles; REDUCED BUILDING ELEVATIONS — same as above to scale on 8'% X 11. SIGNAGE: (Division 19. SIGNS 1 Section 3 -1806) ❑ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ❑ All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ahN —. a ❑ Comprehensive Sign Program application, as applicable (separate application and fee required). 3k w ❑ Reduced si na a proposal 8' %X 11 g g p p ( ) (color), if submitting Comprehensive Sign Program application. C: \Documents and Settings\ derek. ferguson \Desktop\planningforms_0707 \Comprehensive Infill Project (FLD) 04- 24- 07.doc Page 6 of 8 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. Traffic Impact Study is not required. - CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and /or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with e 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. q LDU� _ Fire Flow Calculation sAlVater Study is not required. tJ CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR ON't"FIRE- ,FLOW, "C CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562 -4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. Sign tu ropert r or representative R es STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this 15f day of ______, A.D. 20D_e_ tome and /or by who is personally known has produced ' as identifi tion. a public, .. / -- My commission expires: �,, ►�, Denise R Hagemann Expires December 22, 2008 C: \Documents and Settings\ derek. ferguson \Desktop\planningforms_0707 \Comprehensive Infill Project (FLD) 04- 24- 07.doc Page 7 of 8 27 -1iIN- 2008 —FRI II:30 AM BANDEPONSTRUCTION N. AFFIDAVIT TO AUTHORIZE AGENT: FAX Na. 727 - 73825 P. 002 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; p P rty • 6. Th at site visits to the. roe are• necessary Ci re resentatives in order' to process this application and the owrier_$tir zes "L! _ �'Y.:ty p representatides fo visit and photograph. the .property...described- inAhls- application; PL 7. That (1 /we), the undersigned authority, hereby certify that the foregoing is true and correct 02200 pp OwnerL+`:�i% Property ONeeiT operty Owner . Property Owner. STATE OF 'FLORIDA, COUNTY OF PINELLAS Be re me.the undersigned; an officer duly commissioned'by the laws of the'Staie of Florida, on this �Q,� -�_ day of i � personally appeared —/ t'�%� s�P � who having been first duly sworn eposes and says that h she 11y understands the. contents of the affidavit that h s e si - ned_ X00 0", Denise R Hagemann r My Commission DD363405 or nod Expires becember 22, 2008 ,�g 11Xkl,rwater n U Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727 - 562 -4865 • SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION • SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled and folded into sets CASE NUMBER: RECEIVED BY (Staff Initials): DATE RECEIVED: * NOTE: A TOTAL OF 15 SETS OF THIS APPLICATION AND ALL SUPPORTING DOCUMENTATION IS REQUIRED TO BE SUBMITTED IN CONJUNCTION WITH A COMPLETE LEVEL ONE OR LEVEL TWO APPLICATION. COMPREHENSIVE LANDSCAPE PROGRAM (Revised 04/24/2007) PLEASE TYPE OR PRINT- APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: Bandes Construction Company Inc. MAILING ADDRESS: 1368 Spalding Road, Suite C_, _Dunedin, FL 34698 PHONENUMBER: (727) 733 -5558^ — FAXNUMBER: (727) 733 - 6490__ CELL NUMBER: EMAIL: — PROPERTY OWNER(S): List ALL owners on the deed AGENTNAME: Bandes Construction Company Inc. MAILING ADDRESS: 1368 Spalding_Road,_§uite C, Dunedin, FL 346 PHONE NUMBER: (727) 733 -5558 FAXNUMBER: (727) 733 -6490 CELL NUMBER: EMAIL: 1. ARCHITECTURAL THEME: a. The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcel proposed for the development. The.landscaping for the existing outparcel and master site is virtually non - existent. Because the site is existing, there is very little room for landscaping however, we have_provided the maximum landscaping possible. OR b. The design, character, location and /or materials of the landscape treatment proposed in the Comprehensive Landscape .Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. C0ocuments and Settings Oerek. fergusonlDesktoplplanningforms- 07071Comprehensive Landscape Programo? 7�p . Page 1 of 2 RECIEWW 1 2008 P KIR, uv : C11Y OF Ct lk-71 VAIER 2. '_IGHTING: Any lighting proposed as a part of a Comprehensive Landscape Program is automatically controlled. so that the lighting is turned off when the business is closed. Native vegetation and attractive landscaping will enhance.the existing development. _ �. 3. COMMUNITY CHARACTER: The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. The proposed landscaping will greatly enhance the look of the existing development. 4.. PROPERTY VALUES: The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. N/A 5. SPECIAL AREA OR SCENIC CORRIDOR PLAN: The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. L" 4K- THE LANDSCAPING REQUIREMENTS OF ARTICLE 3, DIVISION 12 MAY BE WAIVED OR MODIFIED AS A PART OF A LEVEL ONE OR LEVEL TWO APPLICATION, AS THE CASE MAY BE, IF THE APPLICATION FOR DEVELOPMENT APPROVAL INCLUDES A COMPREHENSIVE LANDSCAPE PROGRAM, WHICH SATISFIES THE ABOVE CRITERIA. THE USE OF LANDSCAPE PLANS, SECTIONS / ELEVATIONS, RENDERINGS AND PERSPECTIVES MAY BE NECESSARY TO SUPPLEMENT THE INFORMATION PROVIDED ON THIS WORKSHEET. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and =property ibed in this application. r rer sentaP�'1Ve STATE OF FLORIDA, COUNTY OF PINELLAS Swor and ubscribed before me this day of A.D. 20Z2Q=s rt�e-ao&Q� is p sonally known has prod ed / as identification. r-N r r Notary public, My commission expires: .0-Y ptle ? ` My Commission DD363405 6c n6°4 Expires December 22, 2008 S:IPlanning DepartmentOpplication Formsldevelopment review12006 FormslComprehensive Landscape Program 2006.doc Page 2 of 2 ALTERATIONS FOR NEW RADIATION ONCOLOGY CENTER IN CLEARWATER FLORIDA I'LEXIBLE DEVELOPMENT APPLICATION JACOBY / TREXLER ARCH ITECTS, PC 805 Rowena Drive Ebensburg, PA 1 593 1 KELLER ENGINEERS, INC CONSULTING ENGINEERS 420 Allegheny Street Hollidaysburg, PA 1 6648 CJ L ENGINEERING LOCATION MAP CONSULTING ENGINEERS 41 6 Main Street Suite 200 Johnstown. PA 15904 DANDES CONST. CO, INC. CONSTRUCTION MANAGER 1 368 S aldln Rd., Ste. C Dunedin, FL 34698 -5039 p 9 DRAWING INDEX AD.oIR COIMnHEEi AI.WR Df.curm Eft ILLY wo NGT5 A2= NVN VIM M FW1, DATA TABLE AND NOTES A3.om NTE DETQ6 A3.01R L' TU"E1tVAT."6 Pon iprT i nrATInki d4A JACOBY/TREXLER ARCHITECTS, PC 805 Rowcr D Ebensburg, PA 15931 T: (814) 472.7620 F: (8 4) 472.7621 155UED FOR CODE REVIEW 6/30/08 03 IDS Urology 5peoali5t5 of Vint FlDrda RADIATION ONCOLOGY CENTER IN CLEARWATER FLORIDA 2540 9:fIMME ROAD W."Alp Inm"A JUNE 30. 2008 N.A. COVER SHEET A0.0 2008 CONCRETE PAD TO REMAIN I RFMO,T ELE17,,K TRAN5tlOFPAER AND CONCRETE PAD PPMOVE HVAC Eclu'll r 'E'MOVE ELIC. f TIANCE EXI TING ,0 RE•AI //—R[VOV E 5011 TOP NEIL CONCRETE Emir, PAD nyov: COLIC. IDIVIAUY ALONG BLDG TO 51DEWAIK INTERSECTION RflAO'vt 5FMIWATER LIKE 'IS '0 TO BULDING CO?' NER Mjr TO REMIAIN rKOFFRTYLrIl. 1. ExP Fair, CL o i0 REMA!:1 JTA JACCIBYTTEXLER ARCHITECTS, PC 505 Rowena Dnvc Ebensburg. FA 15931 T: (514) 472,7620 F: (814) 472.7621 Q 2C,13 5511JEE) TOP CODE REVIEW 030108 MU-PAIP,NGTOVE M%EC-,5ARy FOR I - OVERLAY '! -IN TO E'Xl'-TING PAVING N%, TO RUMAN PROTECT 01 Rr!cl lON57?j)CHOM AC NIFE1 REMOVE CONCRETE W-M STOP VIM. 5-511 TO BLOCKS EXIST. WATER MIT, EK 'O'E9 IN RESS AND PGRE55 O.R. 500T,4GBB. PAGES 154-199 EXISTING TRAFFIC LIGHT 5UPPORT MILL P PTH HLC[55ARY '�IIING 0 PC FOP, OVtRAYiIEPITOEY151ING PAVING F PC DEMOLITION 51TE PLAN EXIST. FIR E G 5 MAINL— .. .. ........... "PKANT - - - .-. --- . bcY 11 WATER. MAII. ANHCLE ENTFPPR15E AVE JUNE 30, 2GO8 AS SHOWN DEMOLITION 517E PLAN AND NOTE5 A 1. 00 K -�'OVE!IVAC -Quip, - - - - - - - - L Ir - - - - - - - - - - MAINTAIN tYl-- ING UNDERGROUND -a 5 ORMWATER ?1MG UNDER PARKING AND TO STREET AND TREES 1p REMOVE Alulk CMOPY A, "A' REMOVE UNDfRCROUNP E.cVE 5I,pv, ft" T RUCTIURE. COLUI N- C L 111 Rl C 5ny, C E 10 AND TREES I AND FOUNDATION- BUILDING MT. 51TE PON DEMOLITION NOTES: FY151ING I 5TOKY M.•50NRY BUILDING 'O.FT. I THE CONTRACTOR 5MALL 54JRV THE EYlYING C 5ER�JIE 5,500 RfMOVE CONC. SLAB FACILITYTOCONNFMTrIc5COPEOr - ) !DC: Trlf 11 5 P'm , - L OUMON. IN ADDITION I Cl WALL AND QOOK5 .9 PAN. D )0- HOVM ON THE DEMOLITION PLAN. AL50 NJNN6_ GROUP B REMOVE ALL WALL VOU�fffff) FIDTL Rf5. ACCE55ORI' M 5RACKEI5, 5IGNAGE. !Rff.5 AND RI!MOVT 5TONf 1 2 5 _ _ , "�5 MRIJE35 AND ALL OTHER FfAflJRt5 FOUND VENEER 1 uwloay 5pecjal15t5 of Wc5t FloriJa INSIDE THE BUILDING. 'sl TQNC`l FOR NTIM PEIJOVE mHuPtTE rAVZRS 2 REMOVE ANE)RfNLI�RCU?P[\'TU-1��-'TIE!,'�EA[)' WATER I INE STAMPED 5HUYly > ANDA ABANDON IN PLNCE UNDE�GROUND RVING RADIATION ONCOLOGY AND CONDUIT. PROVIDE NEW 51TE UTIUTI E5 AND INSTALLATION TO COMPLYVATh ALL LOCAL AND STATE COMfOl, SITE INSTALLATION. - - - - - - - CENTER IN CLEARWATER 3BI-01 - --- ------ ------------------ -------- FLORIDA �3. CONTRAC7OR TO MAINTAIN SFCUPf SIT F AT ALL FXTERIOR LIGHT TIIA-5 NO CALMS OF THEFT OP VANDALISM SHALL BE vkoE 10 THE 6v.TNcFz. - _--------- R-4.T' -, 5:0 1) OPFY AND TREE 5 - -L - -- 7 'Mok' .URN -P RJ'4y TFE 5 'y AND CONDUIT CONTRACTOR TO PROVIDE ACCE55 TO (Y.-MER5 ouxa R. F[CRIDA C I 11-LOING CONTRACTOR. FOR SITE 5TORAa Of MAM ALS AND INSTALLATION OPMODULAR covt' am -m BLOC,� VAULT. 51MV4f, AND CURB A 5, ALL EX15TING CONCRETE CURBS AND J�QEWALI�5 TORE MAIN UNLI55 OTIMERVASIE NOTED ON THE IN FRONT Of BUILDING :1 \\-II.Ul I I- LVIDE 11-D EXCAVATE REM vE CON ET`. LJRB. LIGNIT. 140 LAWING GRASS. T11" AND SHRUBBERY SITE DEMOUTION PLAN. 5;� APF�OXMAiELOCAPON T roRmav FIRE PROTECTION LINE MD AND '_ ?ARE SITE TO 1111AN 1ID15T 11CID IN 1I w Of UVIDEF&ROUND WATI -K FOF,.,F' HALT ...... ... NE G FILMOVE LANDSCAPE 5PRNFI.F.R.5-ITEM 14 ITS KET, ENT! , . SERVICE TO P-MAN w EXIST IMP" M, PAVI N%, TO RUMAN PROTECT 01 Rr!cl lON57?j)CHOM AC NIFE1 REMOVE CONCRETE W-M STOP VIM. 5-511 TO BLOCKS EXIST. WATER MIT, EK 'O'E9 IN RESS AND PGRE55 O.R. 500T,4GBB. PAGES 154-199 EXISTING TRAFFIC LIGHT 5UPPORT MILL P PTH HLC[55ARY '�IIING 0 PC FOP, OVtRAYiIEPITOEY151ING PAVING F PC DEMOLITION 51TE PLAN EXIST. FIR E G 5 MAINL— .. .. ........... "PKANT - - - .-. --- . bcY 11 WATER. MAII. ANHCLE ENTFPPR15E AVE JUNE 30, 2GO8 AS SHOWN DEMOLITION 517E PLAN AND NOTE5 A 1. 00 K O A { \\ § 2 F ?27 \T i�:; ZONING AIIAL Y915 e; wsrx : v.+n s.:ua', tinn =s rn,r vr;nrlc sr ^eravr. se•sruv. Tc rs zs.•r,;nuau r:r. rims \mrs e; rv! Norm:e5, u. or xrrcn, s i. rcws:l r ze >o,;n z�w[ rc rrs., neeuhs eo „rv�. ncxm. z Kar.,.;irt afso!vx cnr.:rsrs:; rs..ar - = IVVG :M[�nt'::1 Mhce(r[ °L- r(_�re rpp05[0 w- LCU rt° RrflifYn V:w OTn!A"., r.Y T °na,?[p Op ,n,,r :nC U.`L - rw.;exs rva, �.,xco,..uo.c[rerwzcc ruzro:� s. tit IC'x%[ CRVf1111” T.Srwou 1 1,11 - x�CO: µr.- 3.504i0,OW ei zu rr, M rv. Orr.S�vf.Er raeFrr; /.. 3.a,!.rE ra ,.IX�Of+ I �I I I �I I I °TOGA 1' TO REMA'! E%15TING CURB ,0 PPMA:N INGRE55 AND'Er,RE55 EA -HIAL, i - O.R. BOOT, 4GM. PAGE5 154 -159 EXTBfT OF NI I.OVFR,AY - TO PROPERTY LINE IXL5r. rIRE IYO.RA\T - FY161NG TIE -RI tMv DOVAN51.OUT5 VATII (1 PVC 9007 TO NEW a STORMV✓ATEP. 1��llj X.0' CHAIN UtIK UIIGE MAIfI TAN UNDERGROUND FENCE GATE5 STORM WATER PIPING EYTST. CONC. NEN 4' CONC, SIDEWALK RAVP TO IN SAME LOCATION A5 REMAIN EX, TING ET15PNG PF,O'EP.I' U% .J_ -_ a CT CHILLER NEW 4' CONCRETE a PADLINC RASH NEW 4 "CC*ICRETE HANNDLING AR`_A FDI;'P PAD fi // LINAC GRILLE'. NEW 4' CONCRETE ' SUEW:tK EX,5TINC• I STOP.`.' VA501RY BULGING 5.80') SO. FT. '; ' PAVING EDGE \ li I EYI,51 fNG 'I i I MANHOLE IBC: BE1it - B iii :iii 1PSSV . USINPIESS GROUP B '' a rKE LINE jfKY; CLfARM:CF I', I w II• 5 NEW S' OCATION FOP. NEW WATER METER SIDEWAK V PLVE UOY• ELECTk,IC ENT ?ANrE AND OVEKLAY PAVING _', j - CA5 SERVICE ENTPANCF USH WATH N'EV✓ i. ONCRETE - .,REfE .. •,:. ..- E!DEWALS �r 1511110 CON' V6 lXi ri :: omE I I f�ii 2 n 4 5 7 N 9t' !0 IIii w .p GRA53, TP.EES AND S'HP.UBP,ERY y n � • ^ -• _______________J TO .', EMAIN UN'L'15TUFBEC 112 W NOTE :'POVIDE IE'N?IiUMIN01i5 BUFFER ZONE I� T 3 ASPHALT OVERLAY. ?L51','PE LOT I E 5 FOLLOWING EYISRNG PAWIG LAYOUT - 1 REIN5TAL CONCRL E VtEft TOP C1157. 5'(•N TO / 1` 5LOCY5 ;TER NE4 OvcfL4Y PAVING- RDnvv % 5COMP TF. 12 13 14 IT- I G 17 18 19 20 21 EXISTING TRAFFIC LIGHT SUPPORT 0 o PROPERtt U11E o o �'' /� / i l NEW WORK SITE PLAN _._. GAS MAIN WATER MAIN EX15T. WATER, MCTER BOYC5 JUA JACCIBY/TREXLER ARCHITECTS, PC 805 Rowena Drive Ebensburg• PA 15931 T: (814) d72.7G20 F: (8 14) 472.7021 0 Cop,�N­ wC3 1551JED FOR CODE REVIEW 0/30,108 U3iG5 Urology Specialists C` N /e5t `Iorda RADIATION ONCOLOGY CENTER IN CLEARWATER FLORIDA L'w'•1 \';.ice. RnRI. : =. JUNE 30. 2008 A5 °HO11M NEW WORK 51TE PLAN. DATA TABLE AND NOTE5 A2.00K s� �9 N nF,' RB EW I' OV`RLAY YLI , IT F WINNINGND CUT 10.2' W. ` GE OF 51DE\' /AI N '; ' PAVING EDGE \ li I EYI,51 fNG 'I i I MANHOLE IBC: BE1it - B iii :iii 1PSSV . USINPIESS GROUP B '' a rKE LINE jfKY; CLfARM:CF I', I w II• 5 NEW S' OCATION FOP. NEW WATER METER SIDEWAK V PLVE UOY• ELECTk,IC ENT ?ANrE AND OVEKLAY PAVING _', j - CA5 SERVICE ENTPANCF USH WATH N'EV✓ i. ONCRETE - .,REfE .. •,:. ..- E!DEWALS �r 1511110 CON' V6 lXi ri :: omE I I f�ii 2 n 4 5 7 N 9t' !0 IIii w .p GRA53, TP.EES AND S'HP.UBP,ERY y n � • ^ -• _______________J TO .', EMAIN UN'L'15TUFBEC 112 W NOTE :'POVIDE IE'N?IiUMIN01i5 BUFFER ZONE I� T 3 ASPHALT OVERLAY. ?L51','PE LOT I E 5 FOLLOWING EYISRNG PAWIG LAYOUT - 1 REIN5TAL CONCRL E VtEft TOP C1157. 5'(•N TO / 1` 5LOCY5 ;TER NE4 OvcfL4Y PAVING- RDnvv % 5COMP TF. 12 13 14 IT- I G 17 18 19 20 21 EXISTING TRAFFIC LIGHT SUPPORT 0 o PROPERtt U11E o o �'' /� / i l NEW WORK SITE PLAN _._. GAS MAIN WATER MAIN EX15T. WATER, MCTER BOYC5 JUA JACCIBY/TREXLER ARCHITECTS, PC 805 Rowena Drive Ebensburg• PA 15931 T: (814) d72.7G20 F: (8 14) 472.7021 0 Cop,�N­ wC3 1551JED FOR CODE REVIEW 0/30,108 U3iG5 Urology Specialists C` N /e5t `Iorda RADIATION ONCOLOGY CENTER IN CLEARWATER FLORIDA L'w'•1 \';.ice. RnRI. : =. JUNE 30. 2008 A5 °HO11M NEW WORK 51TE PLAN. DATA TABLE AND NOTE5 A2.00K ( n f2 2008 .� ".�t.r }kPs�tirCRSk Yfk2sbtE dY •.mot' i 3-11--> M, TYP. FENCE DETAILS 4, 1, . . . . . . . . . . . HANDICAP PARKING STALL RAMP PATTERN DETAIL TYP. 51DEWALK DETAIL OVA JACODY/TKULEP, ARCHITECTS, PC 505 Rowena Drive Ebensburg. PA 15931 T: (5 14) 472.7620 F: (814) 472.7621 155UED FOR CODE REVIEW 6/30106 (7) TYP. HANDICAP 51GN DETAIL 0b105 Urolon �y 5pwal,51,5 of West Florida RADIATION ONCOLOGY CENTER IN CLEAPWATEP FLORIDA JUNE 30. 2008 A5 5HOWN 517E DETAILS A3.00K ED 112 2008 CIN GENERAL LANDSCAPE NOTES iatwi w nab •om: a eases "e..a. rx ° MH o<�aw�hn��rw'°wiwit°yinanxe.., e"r ely � "ma.vo��ny'r ,en,•y .a..,w ° �.. x n. m E' E %I`71NG TREE P,°rrr ,rrruD CEND � a• � ,na ro pa u.oro 1� IRRIGATION NOTES aaa. ,m,. 1e11�na -/ • �, -_ 4 % - ,. • ° s.go•w .y,.n -1 nmlee. ,eoz ema..ge tea • �" �° • SITE PLAN PRONGED RY: a �m pmnq. a a x.y.a �a mtaa er tK \ • -"- JacoEyfr —la, Archite ts, PC t ro, �.e sns°m. A.t.m nda .n.t . ,.x.a a oocrw.., • 805 Raw,na Drly Otu w�av worts De.. tbd nw n.w,ua, wte"wuc ,b, •` • + Ebensburg, PA 15931 `1 st m s as* ` • T: 814.472.7620 • F: 814.4]2.7621 NGrtgo- A— mu—t Fpct ab °.rota by Cy P.iH • 4 ab v -an .x.ao, =—"'r 'r °a °uay err a tA•o"x o-1 `-'�•J' M _ rw�.".Tmq ss'iew- ��.t., w a "uaa ,. tna .�,x,lw r' • • r• �.t°"�cpy °'. w ,�weta .�o-e 1o°n•::U w atr an w. .': � um. rrto¢ (n bw.) r.o-ue„a:ima�i..'s:°t'a.mro. axa etae a.tbn a�am to"ta n.n. "r u12 w (w Im.1 ,Y naru ,rtDn,m FERTILIZATION NOTES x: zosm� -,Ttj P RHR BS N�FS n w t'°in t0 -,5•s a tn. �' w •.vim .vnc.nw as,e F �°0a's� .'�nA°.a" �i °e'!e°'aien.n a.mrrr.zx rmw r caw .vv 4 - z, mn tai.. I �RDDNDCOYER ARFAS n e ,mix �-� R, `« -� r.Yw �� rr O $HRIIB k C,ROUNOCONER PLANTING DETAIL u ^ w�.. TR F P AN71N • 0 iAl our rw'fi"w�.r, M SSOCIATES - ma.°e,:A ana• •. RADIATION ONCOLOGY m4.•1 ,.r..u,m '.o1®a.dre LANDSCAPE' PLAN n`p• w�.m .�r moo CLFARWAIER ROfiOA _- ___ - M:C:;rnu 1 C rr• ,��... T —�T— —_•, -sic= -_ - ' (=, aw :�� _ __ I — _— IRRIGATION NOTES aaa. ,m,. 1e11�na -/ • �, -_ 4 % - ,. • ° s.go•w .y,.n -1 nmlee. ,eoz ema..ge tea • �" �° • SITE PLAN PRONGED RY: a �m pmnq. a a x.y.a �a mtaa er tK \ • -"- JacoEyfr —la, Archite ts, PC t ro, �.e sns°m. A.t.m nda .n.t . ,.x.a a oocrw.., • 805 Raw,na Drly Otu w�av worts De.. tbd nw n.w,ua, wte"wuc ,b, •` • + Ebensburg, PA 15931 `1 st m s as* ` • T: 814.472.7620 • F: 814.4]2.7621 NGrtgo- A— mu—t Fpct ab °.rota by Cy P.iH • 4 ab v -an .x.ao, =—"'r 'r °a °uay err a tA•o"x o-1 `-'�•J' M _ rw�.".Tmq ss'iew- ��.t., w a "uaa ,. tna .�,x,lw r' • • r• �.t°"�cpy °'. w ,�weta .�o-e 1o°n•::U w atr an w. .': � um. rrto¢ (n bw.) r.o-ue„a:ima�i..'s:°t'a.mro. axa etae a.tbn a�am to"ta n.n. "r u12 w (w Im.1 ,Y naru ,rtDn,m FERTILIZATION NOTES x: zosm� -,Ttj P RHR BS N�FS n w t'°in t0 -,5•s a tn. �' w •.vim .vnc.nw as,e F �°0a's� .'�nA°.a" �i °e'!e°'aien.n a.mrrr.zx rmw r caw .vv 4 - z, mn tai.. I �RDDNDCOYER ARFAS n e ,mix �-� R, `« -� r.Yw �� rr O $HRIIB k C,ROUNOCONER PLANTING DETAIL u ^ w�.. TR F P AN71N • 0 iAl our rw'fi"w�.r, M SSOCIATES - ma.°e,:A ana• •. RADIATION ONCOLOGY m4.•1 ,.r..u,m '.o1®a.dre LANDSCAPE' PLAN n`p• w�.m .�r moo CLFARWAIER ROfiOA FRONT ELEVATION 51DE ELEVATION_ J7A JACOBY/TREXLER ARCH ITECT5, PC 805 Rowena Drive Ebensburg, PA 15931 T: (814) 472.7620 F: (8 4 ) 472.7621 Q =m ".x, ZC03 155UED FOR CODE REVIEW G 130,108 I\ 03 ios 51DE ELEVATION a3oiR Uro'oay 5peciali5t Of We5t Florida REAR ELEVATION RADIATION ONCOLOGY CENTER IN CLEAP.WATER FLORIDA 25GO J:f:RTn- RG� JUNE 30. 2008 A5 5110M EXTERIOR. FLEVATION5 A3.01 R F vw "r 2 20oa �r r s k ll', " Ir IfA "RIF IN .` � ■rte- / /. 'Alt. 2008 BANDES'. .CONSTRUCTION COMPANY, INC. 1368 Spalding Rd., Ste. C Dunedin, FL 34698 - 5039. July 1, 2008 Phone: (727) 733 -5558 Fax No: (727) 733 -6490 License #r_G -001 E3550 Re: Flexible Development Application Stormwater Narrative Permit Application BCP2008- 06324 Radiation Oncology Center: To Whom It May Concern; This project has not added any impervious surface. No stormwater plans should be required. Robert Bandes RB /nu-n lid t.if��"".8J 022008 Cl ��1".7F ii �2•, .:.' iJ'.t' %Slims,♦, �17� 1! Equal Opportunity Employer S�AL� 7/2/2008 Receipt #: 1200800000000005472 11:21:16AM �= Date: 07/02/2008 r Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLD2008 -07020 04 Flexible Commercial 001000000341262000 1,205.00 FLD2008 -07020 Fire _ Prelim Site Plan 001000000342501000 200.00 Line Item Total: $1,405.00 Payments: Method Payer Initials Check No Confirm No How Received Amount Paid Check BANDES CONSTR CO R D 9041187 In Person Payment Total: THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. Page 1 of 1 _.&- 1,405.00 $1,405.00 cReceipt.rpt a� A„ Conditions Associated With BCP2008 -06324 2560 E ENTERPRISE RD The following conditions must be satisfied before the permit can be processed. Status C OF O CONDITION -ZONING Wayne Wells, AICP 727 - 562 -4504 09/17/2008 Comply with the condition of approval under FLS2008- 08019: Not Met That the existing nonconforming sign be removed prior to the issuance of a Certificate of Occupancy or Completion and any new freestanding sign be monument - style, a maximum height of six feet and. be designed. to be compatible in design and color as the building; Print Date: 02/12/2009 Page 1 of.1 CaseConditons '( , PLANNING DEPARTMENT CITE' OF C LEARWAT ER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 September 17, 2008 Robert Bandes 1368 Spalding Road, Suite C Dunedin, FL 34698 RE: Development Order - Case FLS2008 -08019 2560 Enterprise Road — Radiation Oncology Center Dear Mr. Bandes: This letter constitutes a Development Order pursuant to Section 4 -202.E of the Community Development Code. On August 7, 2008, the Development Review Committee (DRC) reviewed your request for Flexible Standard Development approval to permit a medical clinic in the Commercial (C) District with lot area of 23,366 square feet, a lot width of 167 feet (Enterprise Rd.) and 151 feet (Village Dr.), a building height of 13.5 feet, a front (south) setback along Enterprise Rd: of 2.17 feet (to existing pavement), a front (east) setback along Village Dr. of zero feet (to existing pavement), a side (north) setback of zero feet (to existing pavement), a side (west) setback of two feet and 21 parking spaces (3.58 spaces per 1,000 square feet, under the provisions of Sections 2 -703.H and 6 -102.0 (Previously FT.T)7409- 0702.0) The T)R� recommended npnrnyal of the n .rth the fnllmiring . md pp xi Findings Cf Fact, Conclusions of Law and Conditions of Approval: Findings of Fact: 1. The 0.53 acres is located at the northwest corner of Enterprise Road East and Village Drive; 2. The subject property is zoned Commercial (C) District, which is consistent with the underlying land use category of Commercial General (CG); 3. The subject property is currently developed with a one -story commercial building, previously used as a real estate office; 4. The proposal is to renovate the one -story building and site for a medical clinic; 5. The proposal constitutes a change of use (office to medical clinic), and under the provisions of Section 6- 102.C, the site must be brought into conformance with the parking and landscaping provisions of the Code to the maximum amount practicable; 6. In the Commercial District, a medical clinic is not listed as a Minimum Standard Development use, but rather is listed as a Flexible Standard Development use, thereby requiring approval of the use through this application (originally submitted as a Flexible Development application under Case No. FLD2008- 07020); 7. The subject property does not have any driveway access to either Enterprise Road or Village Drive, but has access to such roadways through the adjacent commercial development through an access easement; 8. Pavement for the drive aisle through this site is currently, and will continue to be, at a zero front (east) setback of zero feet to Village Drive; M I September 17, 2008 Bandes — Page 2 9. Pavement for the parking spaces serving this property is currently, and will continue to be, at a front (south) setback of 2.17 feet to Enterprise Road; 10. The interior and exterior of the existing building will be completely renovated and a small vestibule addition constructed on the east side of the building; 11. The exterior of the building will be clad with a metal siding material attached to studs, which will decrease the distance the building is located to the north property line from 10 to 9.5 feet and from the west property line from 11.1 to 10.5 feet; 12. The proposal includes the elimination of the existing parking from the east side of the building to create a patient drop -off area and an increased foundation landscaped area; 13. Code required parking for a medical clinic, based on 5,864 square feet of gross floor area, is 18 parking spaces. The proposal includes the provision of 21 parking spaces, including two handicap parking spaces; 14. A six -foot x 10 -foot dumpster enclosure for a three -yard rolling dumpster will be constructed near the northeast corner of the building, but no closer than 10 feet to the building, for trash collection purposes. The enclosure will be of a color matching the building color; 15. The existing, nonconforming sign as the street intersection will be removed, in accordance with Section 6- 104.A, and a new sign meeting Code requirements will be constructed for the project. The new sign should be a monument style freestanding sign at a maximum height of six feet, designed to match the exterior color of the building; 16. The site is being landscaped to comply to the maximum extent possible with Code requirements; and 17. There is no outstanding Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Flexibility criteria as per Section 2 -703.H of the Community Development Code: 2. The this proposal has been determined to be compliant with Section 6- 102.C; 3. That the development proposal is consistent with the General Applicability criteria as per Section .3- 913 of the Community Development Code; and 4. That the proposed development is consistent and compatible with the surrounding area. Conditions of Approval: 1. That the existing nonconforming sign be removed prior to the issuance of a,Certificate of Occupancy or Completion and any new freestanding sign be monument - style, a maximum height of six feet and be designed to be compatible in design and color as the building; 2. That, prior to the issuance of any permits, a Right -of -Way Use Permit be issued by the Engineering Department to permit shrubbery in the Village Drive right -of -way; 3. That, prior to the issuance of any permits, Sheet 3/5 be revised to indicate three existing PS Phoenex palms and one existing palm (undeclared type on the east side of site adjacent to Village Dr.); 4. That, prior to the issuance of any permits, the civil plans be amended to comply with the requirements of the General Engineering, Stormwater Engineering and Fire Department comments. I concur with the findings of the Development Review Committee and, through this letter, APPROVE your application for Flexible Standard Development with the above conditions. The approval is based on, and must adhere to, the site plan received September 12, 2008. September 17, 2008 Bandes — Page 3 Pursuant to Section 4 -303, an application for a building permit shall be made within one year of Flexible Standard Development approval (September 17, 2009) (Note: A building permit has already been submitted to construct the improvements under BCP2008- 06324). All required certificates of occupancy shall be obtained within two years of the date of issuance of the initial building permit. The building. permit must be obtained within six months of the initial permit application (after approval of this FLS case . This timeframe to obtain the initial building permit may be extended for an additional six months for cause by the Community Development Coordinator. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for the Flexible Standard Development approval for a period not to exceed one year and only within the original period of validity. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call Wayne M. Wells, Planner III, at 727 -562 -4504 or at wayne .wells(i)mmyclearwater.com. You can access zoning information for parcels within the City through our website: �&�v�v.myclearwater .com/gov /depts /planning * *. Sincerely, Michae=elk,�Al Plannino T)irPrtnr _ - -. -� -- .b ­__- S: (Planning Department IC D BlFlex Standard (FLS) Unactive or Finished Cases lEnterprise E 2560 Radiation Oncology Center (C) -Approved - WWIEnterprise 2560 Development Order 9.17.08.doc DEUEL & ASSOCIATES CONSULTING ENGINEERS * LAND SURVEYORS * LAND PLANNERS CORPORATE OFFICE BRANCH OFFICE 4625 East Bay Drive, Suite 211 Clearwater, FL 33764 Zephyrhills, FL 33541 Office (727) 8224151 Office (813) 782 -6717 Fax (727) 821 -7255 PLEASE REPLY TO CLEARWATER OFFICE September 10, 2008 Mr. Wayne' Wells, Planner III - City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756 RE: Radiation Oncology Center Subject: FLD2008 -07020 / FLS2008- 09019, 2560 Enterprise Road Case No. FLS2008 -08019 Dear Mr. Wells: ORIGINAL RECEIVED SEP 12.2006 PLANNING DEPARTMENT CITV OF CLEARWATER In response to your comments dated September 8, 2008, we are submitting two (2) sets of revised plans. Your comments have been addressed as follows: Fire (Jim Keller) 1. Building is being sprinklered. "Show location of the second fire hydrant. One to supply Fire Department Connection and one for fire fighting purpose. This needs to be within 300' and on t e same side of the street. Acknowledge PRIOR to DO. 9/3/2008 Condition needs clarification agSheet A2.00R has added the fire hydrant but shows it to be on a DCVA? => Hydrant, FDC and water mains have been revised. Landscaping (Wayne Wells) 1. Sheet 3/5.— Revise to indicate note for "const. 6" vert. curb" along pavement edge east of the building where pavement is being cut for drop -off area and dumpster enclosure. Note has been added. / Mr. Wayne Wells, Planner III City of Clearwater 9/10/2008 Page 2 2. Sheet 3/5 — Revise for the following: a. For all shrubs and groundcover plants proposed around the site, remove the " + / -" from each area; b. In the Plant Legend, add SP _Cabbage Palm; c. In the Plant Species table at the top of the page, I count on the plan 140 Ixora (IC), not 130; d: In the Plant Species table at the top of the page, I count on the plan 1 White Bird of Paradise (SN), not 2; e. In the Plant Species table at the top of the page, I count on the plan 100 Blue Daze (EG), not 89; and f. In the Plant Species table at the top of the page, I count on the plan 12 Liriope (L), not 28. a) +/- have been removed; (b) SP has been added to Plant Legend; C to F number of proposed planting have been revised in the "Plant Species" table and on the call outs on the plan. 3. Sheet 3/5 — Revise to show additional shrubs in the "blank" areas on either side of the handicap accessible path to Village Drive within the right -of -way. This is subject to the approval of a Right -of- Way Use Permit by the Engineering Department. => Additional shrubs have been added. Zoning (Wayne Wells) 1. Sheet A3.01 R — Unclear why the window pane sizes shown are different on the east side and rear elevations (top and bottom panes equal in height) than that indicated on the front elevation (bottom pane greater in height than the top pane), since the window sizes on the east side and rear elevations are the same as the one window on the west side of the front elevation. Advise /revise. => See architect plans. 2. Revise Sheet A3.01 R to indicate such height dimension (12'— 10.5" indicated on Sheet A2.00R) — . Revise the existing /proposed building height to reflect Code provisions, which is to the top of the roof deck (not 22 feet to the top of the one parapet fin). Revise Sheet A3.01 R to indicate such height diiylension and A2.00R in the Site Data Table. =:> See architect plans. 3. Provide responses to the following FLS criteria for "medical clinics" as to HOW (in detail) the proposal complies with the criteria: a. The use and design of the parcel proposed for development is compatible with the surrounding area. (Note: You shouldn't have a problem answering this criteria) b. Off - street parking: The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building will be used for storage or other non - parking demand - generating purposes. (Note: Since you are not asking for a parking reduction, you should be able to answer this fairly easily). =:> See addendum to application. s Mr. Wayne Wells, Planner III City of Clearwater 9/10/2008 Page 3 4. Sheet A2.00R — Revise the existing 0.95 FAR to 0.25 FAR. => See architect plans. 5. Sheet A2.00R — Revise the Site Data Table to include the required parking ratio of 3 spaces /1,000 sf G FA. => See architect plans. If you have any questions or need additional information, please do not hesitate to, call meat 822 -4151. Sincerely; DEUEL & ASSOCIATES Brian A. Barker, P.E. Principal Engineer BAB /rsr Enclosures cc: Mr. Robert Bandes `.d Mike From: Wayne.Wells @myClearwater.com Sent: Monday, September 08, 2008 7:05 PM To: Mike Cc: Robert.Tefft @MyClearwater.com; Sherry.Watkins @myClearwater.com Subject: FLD2008- 07020/FLS2008- 09019, 2560 Enterprise Road Mike - All departments have reviewed the revised application submitted for this property, now under Case No. FLS2008- 08019. Prior to the issuance.of the Development Order for this application; the following changes need to be made: Fire (Jim Keller) 1. Building is being sprinklered. Show location of the second fire hydrant. One to supply Fire Department Connection and one for fire fighting purpose. This needs to be within 300' and on the same side of the street. Acknowledge PRIOR to DO. 9/3/2008 Condition needs clarification as Sheet A2.00R has added the fire hydrant but shows it to be on a DCVA ? I have placed a call to Brian Barker @ Deuel & Associates for clarification on this. Left message with Stacey @ 822 -4151 for Mr. Barker to call.(JFK). Landscaping (Wayne Wells) 1. 9/7/08 - WW Sheet 3/5 - Revise to indicate note for "const. 6" vert. curb" along pavement edge east of the building where pavement is being cut for drop -off area and dumpster enclosure. 7/29/08 - WW Code requires vertical curbing to protect landscape areas from vehicular encroachment. The survey indicates some curbing that the site plan and landscape plan do not show. Show curbing along all edges of pavement, including in front of parking spaces facing Enterprise Rd. 2. Sheet 3/5 - Revise for the following: a. For all shrubs and groundcover plants proposed around the site each area; b. In the Plant Legend,. add SP Cabbage Palm; c. In the the top of the page, I count on the plan 140 Ixora (IC), not 130; table at-the top of the page, I count on the plan 1 White Bird of In the Plant Species table at the top of the page, I count on the not 89; and f. In the Plant Species table at the top of the page, Liriope (L), not 28. remove the " +/ -" from Plant Species table at d. In the Plant Species Paradise (SN), not 2; e. plan 100 Blue Daze (EG), I count on the .plan 12 3. Sheet 3/5 - Revise to show additional shrubs in the "blank" areas on either side of the handicap accessible path to Village Drive within the right -of -way. This is subject to the approval of a Right -of -Way Use Permit by the Engineering Department. Zoning (Wayne Wells) 1. 9/7/08 & 7/30/08 - WW Sheet A3.01R ?- Unclear why the window pane sizes shown are different on the east side and rear elevations (top and bottom panes equal in height) than that indicated on the front elevation (bottom pane greater in height than the top pane), since the window sizes on the east side and rear elevations are the same as the one window on the west side of the front elevation. Advise /revise. 2. 9/7/08 - WW __ _ Revise Sheet A3.O1R toy' indicate such height dimension (121- 10.5" indicated on Sheet A2.00R) 7/30/08 - WW Revise the existing /proposed building height to reflect Code provisions, which is to the top of the roof deck (not 22 feet to the top of the one parapet fin). Revise Sheet A3.01R to indicate such height dimension and A2.00R in the Site Data Table. 3. 9/7/08 & 8/4/08 - WW Provide responses to the following FLS criteria for "medical clinics" as to HOW (in detail) the proposal complies with the criteria: 1 a. The use and design of the parcel proposed for development is compatible with the surrounding area. (Note: You shouldn't have a problem answering this criteria) b. Off - street parking: The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building will be used for storage or other non - parking demand - generating purposes. (Note: Since you are not asking ff`o`ra parking reduction, you should be able to answer this fairly easily) . 4.r Shi eet A2.00R_,= Revise the existing 0.95 FAR to 0.25 FAR. S. Sheet A2.00R - __Revise the Site Data Table to include the required parking ratio of 3 spaces /1,000 sf GFA. Please submit two copies of the revised plans and one copy of any written material for FLS2008 -08019 to Sherry Watkins in my office. I will be out of town on Wednesday - Friday this week. If you can get the revised material to me on this Friday (Sept., 12th), potentially I can get a Development Order issued early next week. Please be aware that I am only here next week Monday - Wednesday and then will be out of town Sept. 18 - 29, so my time is limited and I will be pushed to get some projects done before I leave. Any help you can give me to get the Development Order out next week would be appreciated. I am copying my supervisor, Robert Tefft, with this email in the event such work products can't be finalized before I must leave. I and others have reviewed BCP2008- 06324. You might want to look at the current comments to know where you stand with this building permit. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 2 Watkins, Sherry From: Wells, Wayne Sent: Sunday, September 07, 2008 4:17 PM To: Watkins, Sherry Subject: FLD2008- 07020, 2560 Enterprise Road Sherry - Case FLD2008 -07020 has been downgraded to Case FLS2008- 08019. Could you please refund $730 to the applicant? Also, could you show the necessary notes for fees and /or refund under these two cases? Thanks. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 Authorization For Disbursement Date:9i24i2008 Time: 10:46 AM Keyed Created by W .M. Tedder B l a n k refu nd s Exa m pl e City Clerk Document # 9821 -0002 Vendor /Payee name: Bandes Consrtuction 2nd line vendor /payee name: Robert Bandes Remit to: Street / PO Box 1368 Spalding Road Suite C Remit to: City, State, Zip Code Dunedin, Fl 34698 Purchase orders are required for payments in excess of $2,500. Purchase Orders are required if prior year payments or expected payments have or will exceed $2,500. P.O. NUMBER (if required) RELEASE # RECEIPT Provide a description or reason for this expense: Refund for FLD2008- 07020, case was changed to FLS2008 -08019 refund for $730.00 from $1,205.00 If you are charging more than one account please provide additional description for each account: CHARGE TO ACCOUNT # AMOUNT TO CHARGE 1 FLD2008 -07020 001000000341262000 730.00 2 0.00 3 0.00 4 0.00 5 0.00 6 0.00 7 0.00 8 0.00 g 0.00 10 0.00 11 0.00 121 0.00 13 0.00 14 0.00 15 0.00 16 0.00 Grand Total 730.00 I Full Si nature I of person authorized to sign Purchase Order Receiver Copy: Print Name and Title of person signing -� Print this form and attach the original document(s) that validate the amount you are requesting payment for. Attach any copies that must be sent with the check. Improperly completed forms will delay check request. Please explain below if you are requesting the Finance Department not to mail check to the vendor. PLEASE MAIL A COPY OF THIS FORM TO THE CUSTOMER. Keyed Created by W .M. Tedder B l a n k refu nd s Exa m pl e City Clerk Document # 9821 -0002 c Receipt #: 120080000000 0005472 Date: 07/02/2008 p Line Items: /LT /LVVV 10:41:55AM Case No Tran Code Description Revenue Account No Amount Paid FLD2008 -07020 04 Flexible Commercial 001000000341262000 1,205.00 FLD2008 -07020 Fire - Prelim Site Plan 001000000342501000 200.00 Line Item Total: $1,405.00 Payments: Method Payer Check BANDES CONSTR CO Bank No Account No R_D 9041187 Confirm No How Received In Person Payment Total: THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. Page 1 of 1 Amount Pair] 1,405.00 $1,405.00 cRcccipt.rpt Flexible Commercial Fire - Prelim Site Plan FEES: FLD2008 -07020 2560 E ENTERPRISE RD Assessed Amount Balance Amount Paid Due $1205.00 1,205.00 0.00 $200.00 200.00 0.00 Total: $1,405.00 1,405.00 $0.00 CaseFees.rpt PAYMENT HISTORY: FLD2008 -07020 2560 E ENTERPRISE RD Receipt Number Flexible Commercial 07/02/200E 1200800000000005472 Fire - Prelim Site Plan 07/02/200E 1200800000000005472 Check Number 90411 Assessed Paid $1,205.00 $1,205.00 �$ 1,205.00 90411 $200.00 $200.00 200.00 Fee Summary: Total Assessed Total Paid $1,405.00 $1,405.00 Balance Due $0.00 $0.00 Balance Due. $0.00 CaseP aym entHisto ry. rpt CITY OF CLEARWATER PLANNING AND DEVELOPMENT SERVICES �4 MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVE. CLEARWATER, FLORIDA 33756 3,. PHONE (727) 562 -4567 FAX (727) 562 -4576 www.myclearwater.com/epermits ASE SUMMARY LD2008 -07020 60 E ENTERPRISE RD \DIATION ONCOLOGY CENTER owngraded - See FLS2008- 08019) Flexible Development approval to permit a medical clinic in the Commercial (C) strict with a reduction to the front (south) setback from 25 feet to x feet (to existing pavement), a reduction to the front ast) setback from 25 feet to zero feet (to existing pavement), a reduction to the side (north) setback from 10 to five feet i existing /proposed sidewalk) and a reduction to the side (west) setback from 10 to zero feet (to existing pavement), as a )mprehensive Infill Redevelopment Project, under the provisions of Section 2- 704.C; and a reduction to the perimeter ffer along Enterprise Road East from 15 to x feet (to existing pavement), a reduction to the perimeter buffer along lage Drive from 10 to zero feet (to existing pavement) and a reduction to the required interior landscape area from 10 to 58 percent, as a Comprehensive Landscape Program, under the provisions of Section 3- 1202.G. EOPLE Nner /Property HASLEY, TERRY M TRUST C /O.HASLEY, TERRY M REVOCABLE 411 WINDWARD PSG CLEARWATER, FL 33767 :her CLEARWATER NEIGHBORHOODS COALITION SHELLEY KUROGHLIAN 1821 SPRINGWOOD CIR S. CLEARWATER, FL 33763 :her ROBERT BANDES 1368 SPALDING ROAD SUITE C DUNEDIN, FL 34698 :her NO REGISTERED ASSOCATION PHONE: No Phone FAX: No Fax PHONE: No Phone FAX: No Fax PHONE: 727 - 733 -5558 FAX: 1 727- 733 -6490 PHONE: No Phone FAX: No Fax EES Assessed Amount Amount Paid Balance Due Fire - Prelim Site Plan $200.00 $200.00 $0.00 Flexible Commercial $1,205.00 $1,205.00 $0.00 Total $1,405.00 $1,405.00 $0.00 ONDITIONS I conditions must be met before a permit can be issued. r: \Forms \I nfoSumma ry. rpt i 4 Memorandum: ORIGINAL. RKENED SEP 12 2000 Mr. Wayne M. Wells, AICP Planner III PLANNING DEPARTMENT CITY OF CLEARWATER City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756 -5520 RE: Renovation from Office to Medical Clinic Space 2560 Enterprise Road, Clearwater, FL 33786 Plan Review FLD2008- 07020/FLS2008- 09019, now under Case No. FLS2008 -08019 Type: Zoning 9/7/08 WW 3. Provide responses to the following FLS criteria for "medical clinics" as to HOW (in detail) the proposal complies with the criteria: a. The use and design of the parcel proposed for development is compatible with the surrounding area. b. Off - street parking: The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building will be used for storage or other non - parking demand- generating purposes. Reply: 3.a. The surrounding properties are already fully - developed "big box" retail/commercial, office, or multi - family occupancies whose asphalt parking areas have minimal, if any landscaping; these parking lots either abut this property or are adjacent across exiting roadways. This redevelopment project will reshape the exterior of an outdated, vacant realty sales office into a contemporary professional/medical office whose exterior appearance is more in line with current standards than the surrounding properties. There are offices already in existence across the roadway; this site was previously a realty office. This medical office will provide only ambulatory out - patient services, not critical care services — all medical activities will be confined to the interior of the building — and is therefore compatible with the surrounding area. b. The existing number of parking spaces is 29 plus 2 handicapped - accessible spaces. Because of the change in nature of the use from realty sales office to medical office use, the number of parking spaces required for the proposed use is now 18 plus 1 handicapped - accessible space; there are 19 spaces plus 2 handicapped spaces provided. This project provides a total of two more spaces than are required. clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telep hone: 727 - 562 -4567 .Fax: 727 - 562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION Plans and application are required to be collated, stapled, and folded into sets ❑ SUBMIT FIRE PRELIMARY SITE PLAN: $200.00 ❑ SUBMIT APPLICATION FEE $ CASE #: RECEIVED BY (staff initials): DATE RECEIVED: ORIGINAL RECEIVED SEP 12 2000 PLANNING DEPARTMENT CITY OF CLEARWATER a` NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 07/11/2008) PLEASE TYPE OR PRINT- - A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: B. PROPOSED DE PROJECT NAME: STREET ADDRESS PARCEL NUMBER(S): PARCEL SIZE (acres): LEGAL DESCRIPTION: Terry M. Hasley Trust Windward Passage Clearwater; F1 33767 411 7 27- 466 -0800 FAX NUMBER: 727- 466 -6886 EMAIL: Same as above Ruud � +J 1368 Spalding Rd. Suite C, Dunedin, F1 34 FAX NUMBER: 727-7 33 727- 733 -5558 EMAIL: MELOPMENT INFORMATION: (Code Sect Radiation Oncolo Center 2560 Enterprise Rd E. lea 31/28/16/00000/110 /0200 . 1/2 acre /110 /0200 - see 31 PROPOSED USE(S): Medical Clinic :ion 4- 202.A) PROJECT VALUATION: $ L-2 caters F1 33759 PARCEL SIZE (square feet): attached a medical client with reduction to the existing building DESCRIPTION OF REQUEST: To permit Specifically identify the request side setback along the north face of the biuilding to 7' — 6 ". (include number of units or square footage of non-residential use and all Reduction to existin avement• of zero feet along Villa e Drive requested code deviations; e.g. 24 —0" along enter rise Drive and 2' — 0" alon .the west ro ¢rt reduction in required number of line. parking spaces, specific use, etc.) C: \Documents and Settings\denise \Local settings\TaInternet age 1 mporary PFOf 7 LKCBIF1'exlbie Standard Development (FLS) 2008 07 -1 I.doc 6 ' t . r APPLICATION TRANSFER D N RIGHTS ( attache iT DEVELOPMENT, OR APR EVIOUSLY APPROVED CERiF ED)S1TE PLLAN ?YES� O_ (If yes, copy of he applicable documents)'' C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) VSUEMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT.ATTESTING OWNERSHIP (see page 7) D. WRITTEN SUBMITTAL REQUIREMENTS; (Code Section 3- 913.A) ❑ Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA— Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it Is located. The proposed Radiation Oncology Center Project is the renovation of an existing outdated one -story building, which is currently vacant. The building will have an updated architectural i ;nage that will enhance the comer of Enterprise Avenue and Village Drive. The surrounding properties are entirely developed. The proposed Project will not adversely affect the "harmony, scale or bulk of the adjacent properties. 2. The proposed development will not hinder or discourage the approprlate' development and use of adjacent land and buildings or significantly impair the value thereof. All adjoining properties are already developed. This property is bounded to the north and west sides by asphalt parking lots having minimum landscaping, which serve two "big box" retailers. The property is bounded to the south by Enterprise Road E, and then by another asphalt parking lot for an existing office building. Village Drive is to the east, their a covered parking area for the existing condominiums. 3. . The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. The proposed development will have no health or safety impact on surrounding properties. This will be an ambulatory out - patient cancer treatment facility; clients will arrive in private passenger vehicles. All medical activities will be carried out within the confines of the building. Any medical -grade waste generated will be secured and disposed of according to current. medical regulations.. 4. The proposed development is designed to minimize traffic congestion. The existing vehicular circulation patterns will remain as they are. The two existing traffic accesses will remain. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The exterior renovations are consistent with the community character of the immediate vicinity. The character of the immediate vicinity is either urban roads or asphalt parking lots with very little landscaping. This project intends to retain the existing trees, which serve to screen the property from the adjacent parking lots. The renovations on the building exterior itself will upgrade the appearance of this property.. S. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The proposed project.will not impact the adjacent properties in this highly congested and developed area of Clearwater. Again, all relevant medical activities will be carried out within the building. There will be no ambulances arriving under full siren to deliver clients, as this is an ambulatory out - patient treatment facility. Medical -grade waste will be handled according to current regulations. Hours of operation are anticipated to be standard for such facilities, accommodating the needs of the cancer patient community. ORIGINAL RECEIVED C: \Documents and Settings\ derek. ferguson\ Desktbp\ planningforms- 0707\Comprehensive Infill Project (FLD) 04- 24-07. oc 1 . o ...e o s a r 1 21000 o'tANNING DEPARTMENT CITY OF CLEARWyATER WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) ❑ Provide complete responses to the applicable flexibility criteria for the specific Use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) — Explain how. each criteria is achieved, In detail: E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 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. ❑ 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; O Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; ❑ A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ❑ Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; ❑ Signature and seal of Florida Registered 'Professional,Engineer on all plans and calculations. ❑ COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT. SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ❑ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a .grading plan and finished floor elevations shall be provided. . . . . CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562 -4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) ❑ SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; ❑ TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), .and location, Including drip lines and indicating trees to be removed) — please design around the existing trees; ❑ TREE INVENTORY; prepared by a "certified arborist ", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; ❑ LOCATION MAP OF THE PROPERTY; ❑ PARKING DEMAND, STUDY in .conjunction with a request to make deviations.to the parking standards (ie. Reduce. number of spaces). . Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether,or, not deviations to the parking standards are approved; ❑ GRADING PLAN, as applicable; ❑ . PRELIMINARY PLAT, as. required (Note: Building, permits will not be issued until evidence of recording a final plat is provided); ❑ COPY OF RECORDED PLAT, as applicable; CADocuments and Seltings\denise\Local Settings7amporary Internet Flles\DLKCBMexible Standard Development (FLS) 2008 07- 11.doc SEP 12 2008 Page 3 of 7 u PLANNING DEPARTMENT CITY OF CLEARWATER G. SiTE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) C3 SiTE PLAN with the following information (not to exceed 24" x 36 "): Index sheet referencing individual sheets included in package; North arrow; _Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; All dimensions; Footprint and size of all EXISTING buildings and structures; ^_ Footprint and size of all PROPOSED buildings and structures; Ail required setbacks; All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including _ description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; Location of all street rights -of -way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and Iift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening (per Section 3- 201(D)(1) and Index #7011; Location of all landscape material; Location of all onsite and offsite.stom -water management facilities; _ Location of all outdoor lighting fixtures; _ Location of all existing and proposed sidewalks; and Floor plan typicals of buildings for all Level One (flexible standard development) approvals. A floor plan of each floor is required for _ any parking. garage requiring a Level One (minimum standard and flexible standard) approval. ❑ SITE DATA TABLE for existing, required, and proposed development, in written /tabular form: EXISTING REQUIRED PROPOSED Land area in square feet and acres; Number of EXISTING dwelling units; Number of PROPOSED dwelling units; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces & driveways; expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility _ easement; Building and structure. heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. ❑ REDUCED COLOR SITE PLAN to scale (81% X 11); FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: _ One -foot contours or spot elevations on site;. _ offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; _ Location of all earth or water retaining walls and earth berms; . _ Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; ORIGINAL RECEIVED SEP 12 2000 PLANNING DEPARTMENT CITY OF CLEARWATER CADocuments and Sattings\denlse%Looal Settingffemporary 4 Page e 7 LKCBTleAble Standard Development (FLS) 2008 07- 11.doe 0 -H. -LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) ❑ LANDSCAPE PLAN with the following information (not to exceed 24"x 36 "): 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-, Existing trees on -site and immediately adjacent to the site, by species, size and locations,. including driplines .(as indicated on required tree survey); . Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. C3, REDUCED COLOR LANDSCAPE PLAN to scale (8' /2X 11); ❑ COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed. minimum Code requirements to offset the areas where minimum Code will not be met: L. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) ❑ BUILDING ELEVATION DRAWINGS —with the following information: All sides of all buildings; _ .Dimensions; Colors (provide one full sized set of colored elevations); and _ Materials. ❑ REDUCED BUILDING ELEVATIONS —same as above to scale on 8' /z X 11. J. SIGNAGE: (Division 19. SIGNS / Section 3- 1806) ❑ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ❑ All PROPOSED freestanding and attached signs; Provide details Including location, size, height; colors, materials and drawing; freestanding signs shall include the street address. (numerals) ❑ Comprehensive Sign Program application, as applicable (separate application. and fee required). ❑ Reduced signage proposal (8'/z X 11) (color), if submitting Comprehensive Sign Program application. ORIGINAL RECEIVED SEP 12 2000 PLANNING DEPARTMENT CRY OF CLEARWATER C:\Docurnents and Settings\denlse \Local Settings \Temporary intemet Flles \OLKCa\FleXlbie Standard Development (FLS) 2008 07- 11.doc Page 5 of 7 al 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. Traffic Impact Study is not required. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR.. If you have questions regarding these requirements, contact the, City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply Is available and to determine. if any.upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and /or fire pump. If a fire pump is required the water supply must-be able to supply 150% of its rated capacity. Compliance with the 2004 Florida.Fire Prevention Code to include NFPA 13, MFPA'14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. ❑ Acknowledgement of fire flow calculations /water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. Fire Flow CalculationsiWater Study is not required. CAUTION ` — IF APPLICATION REVIEW RESULTS 'IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562 -4334. M, SIGNATURE: 1, 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. Signature o representative Robert STATE OF FLORIDA, COUNTY OF PiNELI,�4S SV to. and subscribed before me.this day. of A.D. 20� S to me and /or by Who is personally known has produced as identifi ion: �Q public, My commission, expires: ORIGINAL RECENED CADocuments and Settingsldenisa%Locel Settings%7emporary Internet Fllesk0LKCB1Flexlble Standard Development (FLS) 2008 07- 11.doc Page 6 of SEP 12 2000 PLANNING DEPARTMENT CiTY OF CLEARWATER f�r UN= 2008—PRI 11.30 AM BANDES _ ASTRUCTION FAX No, 727 - 738 -8. P.002 F'N. AFFIDAVIT TO AUTHORIZE AGENT: ' •- a.:._- Provids�names •ofiatl'properiyown".ers.ori:d ......... °._ ........._...._._._........_.•. .... .........._. _,,.... _.......___•...... ._... •....... _...... .., :.., eed-- .PRIN7'•fullnames: 2. ' Th' (1 a are the owners) and record 4tle Tiolder(s)•of the following described r e .?ad A dress r general ipeat3an): 3. That this properly oonsfltutes�stthe properly forwhic /h, a request for a:: (td�e's nbe're u f) That the undersigned (has/have) appointed.arid (does /do) appoint: as (his /their) agent(s) to execute any.petWons or other documents necessary to affect such petition; 5. That Ws. affidavit has been executed to induce the City of Clearwater, Florida to-consider and act on the above described property, &: Tiaatsite visits tcj ifie.propsrty, are,npcessary by:Clty. representative's 1h order'to process this applickibri and tfie ownerauthorixes Cfiy.� rejir2saritaiives to visit and photograph;,the prgpOri Wdscdbed in- this- application;- 7. That (1 1we), the undersigned authodty, hereby certify that the foregoing is true and correct Owner Property 0w{1Af w P perty Owner' Property Owner STAT8 O . F 'FLORIDA, COUNTY OF PINELLAS Be re me the unde' signed an offibei• duty commiss!ohed'by the laws'of ttie'State, of Florida, on this day of ` persdhally appeared who having been first duly sworn ' eposes and says That h she !ly understands the. contents of the affidavit that h e si •ned. - - Notary Public Signature Notary seal /Stamp. My Commission Expires: ORIGGI RECEIVED "o,t Denise R Hagemann , r My Commission DD363406 ' SEP ? 2 2000° °'A Expires December 22. 2008 ;'LANNING DEPARTMENy CITY OF VE`AT€ — ------- - - - - -- _.. - - - -- I LB139 , bD&CRZPTXDW A2 12- Jun,-20os 11:15:08 • 5R � 31 / 28 / 1b / 00000 / LLD '/ 02D0 DR Bbokt 158fi6 Page: Z §51 a"RDM ATE DEC COR TH W 549.Z PT TH Ctm 47 i28D 1140NT ALtC• 3�3.39kTT 2'H arm hT RAD ; i 105DPT ARC 135.A1FT MR Pb)a TB CUk RT ZAD 2,060FT ARC 69.ZYT TH •S83DE 32.68 XT TR = RT RAD 5DFT ARC 75.5911'T TH CM LT M 1474'..6SP'T ARC 1D2.917T TS N3=W 251-DEPT TS 1793DO 157.0900 TO DOS j r • ORIGINAt.:., RECEIVED . _ •SEP PLANNING DEPARTMENT CITY OF CLEARWATLp _ _. Equal Opportunity Employer .4 DEUEL & ASSOCIATES CONSULTING ENGINEERS * LAND SURVEYORS * LAND PLANNERS CORPORATE OFFICE BRANCH OFFICE 4625 East Bay Drive, Suite 211 Clearwater, FL 33764 Zephyrhills, FL 33541 Office (727) 822 -4151 Office (813) 782 -6717 Fax (727) 821 -7255 PLEASE REPLY TO CLEARWATER OFFICE September 10, 2008 Mr. Wayne Wells, Planner III City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756 RE: Radiation Oncology Center Subject: FLD2008 -07020 / FLS2008- 09019, 2560 Enterprise Road Case No. FLS2008 -08019 Dear Mr. Wells: ORIGINAL RECEIVED SEP 12 2006 PLANNING DEPARTMENT CITY OF CLEARWATER In response to your comments dated September 8, 2008,.we are submitting two (2) sets of revised plans. Your comments have been addressed as follows: Fire (Jim Keller) 1. Building is being sprinklered. Show location of the second fire hydrant. One to supply Fire Department Connection and one for fire fighting purpose. This needs to be within 300' and on the same side of the street. Acknowledge PRIOR to DO. 9/3/2008 Condition needs clarification as Sheet A2.00R has added the fire hydrant but shows it to be on a DCVA? => Hydrant, FDC and water mains have been revised. Landscaping (Wayne Wells) 1. Sheet 3/5.— Revise to indicate note for "const. 6" vert. curb" along pavement edge east of the building where pavement is being cut for drop -off area and dumpster enclosure. => Note has been added. Mr. Wayne Wells, Planner III City of Clearwater 9/10/2008 Page 2 2. Sheet 3/5 — Revise for the following: a. For all shrubs and groundcover plants proposed around the site, remove the " + / -" from each area; b. In the Plant Legend, add SP Cabbage Palm; c. In the Plant Species table at the top of the page, I count on the plan 140 Ixora (IC), not 130; d. In the Plant Species table at the top of the page, I count on the plan 1 White Bird of Paradise (SN), not 2; e. In the Plant Species table at the top of the page, I count on the plan 100 Blue Daze (EG), not 89; and f. In the Plant Species table at the top of the page, I count on the plan 12 Liriope (L), not 28. =:> a) +/- have been removed; (b) SP has been added to Plant Legend; C to F number of proposed planting have been revised in the "Plant Species" table and on the call outs on the plan. 3. Sheet 3/5 — Revise to show additional shrubs in the "blank" areas on either side of the handicap accessible path to Village Drive within the right -of -way. This is subject to the approval of a Right -of- Way Use Permit by the Engineering Department. => Additional shrubs have been added. Zoning (Wayne Wells) 1. Sheet A3.01 R — Unclear why the window pane sizes shown are different on the east side and rear elevations (top and bottom panes equal in height) than that indicated on the front elevation (bottom pane greater in height than the top pane), since the window sizes on the east side and rear elevations are the same as the one window on the west side of the front elevation. Advise /revise. => See architect plans. 2. Revise Sheet A3.01 R to indicate such height dimension (12'— 10.5" indicated on Sheet A2.00R) — Revise the existing /proposed building height to reflect Code provisions, which is to the top of the roof deck (not 22 feet to the top of the one parapet fin). Revise Sheet A3.01 R to indicate such height dimension and A2.00R in the Site Data Table. => See architect plans. 3. Provide responses to the following FLS criteria for "medical clinics" as to HOW (in detail) the proposal complies with the criteria: a. The use and design of the parcel proposed for development is compatible with the surrounding area. (Note: You shouldn't have a problem answering this criteria) b. Off - street parking: The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building will be used for storage or other non - parking demand - generating purposes. (Note: Since you are not asking for a parking reduction, you should be able to answer this fairly easily). => See addendum to application. Mr. Wayne Wells, Planner III City of Clearwater 9/10/2008 Page 3 4. Sheet A2.00R — Revise the existing 0.95 FAR to 0.25 FAR. => See architect plans. 5. Sheet A2.00R — Revise the Site Data Table to include the required parking ratio of 3 spaces /1,000 sf G FA. => See architect plans. If you have any questions or need additional information, please do not hesitate to call me at 822 -4151. Sincerely, DEUEL & ASSOCIATES Brian A. Barker, P.E. Principal Engineer BAB /rsr Enclosures cc: Mr. Robert Bandes Wells, Wayne From: Wells, Wayne Sent: Monday, September. 08,.2008.7:05. PM To: 'mike @bandesconst.com' Cc: Tefft, Robert; Watkins, Sherry Subject: FLD2008- 07020/FLS2008- 09019, 2560. Enterprise. Road Mike - All departments have reviewed. the revised application. submitted for this property,. now under Case No.. FLS2008- 08019.. Prior to. the issuance of the Development Order for this application, the following changes need to be made: Fire. (Jim Keller) 1. Building is being sprinklered.. Show location of the second fire hydrant. One to supply Fire Department Connection and one for fire fighting purpose. This needs to. be within. 300' and on the same side of the street: Acknowledge PRIOR to DO. 9/3/2008 Condition needs. clarification as Sheet A2.00R has added the fire. hydrant but shows it to be on a DCVA ? I have placed a call to Brian Barker @ Deuel & Associates for clarification on this. Left message with Stacey @ 822 -4151. for Mr.. Barker to call.(JFK) Landscaping (Wayne Wells) " 1. 9/7/08 WW Sheet 3/5 Revise to indicate note for "const. 6 ". vert. curb" along pavement edge east of the building where pavement is being cut for drop -off area and dumpster enclosure. 7/29/08 -. WW. Code requires vertical curbing to protect landscape areas from vehicular encroachment. The survey indicates some curbing that the site plan and landscape plan do not show. Show curbing along all edges of pavement, including in. front of parking spaces facing Enterprise Rd. 2. Sheet 3/5 - Revise for the following: a.. For all shrubs and groundcover plants proposed around. the site,. remove the " + / -" from each area; b.. In the Plant Legend, add SP Cabbage Palm; c. In the Plant Species table at the top of the page,. I count on the plan 140. Ixora (IC), not 130; . d. In the Plant Species table at the top of the page, I count on the plan 1. White Bird of Paradise (SN), not 2; e. In the Plant Species table. at the top. of the page,. I count on the plan 100 Blue. Daze (EG), not 89; and f. In the Plant Species table at the top of the page, I count on the plan 12 Liriope (L), not 28. 3. Sheet 3/5 - Revise to show additional. shrubs in the "blank" areas on either side of the handicap accessible path to Village Drive within the right -of- way.. This is subject to the approval of a Right -of -Way Use Permit by the Engineering Department. Zoning (Wayne Wells) 1. 9/7/08 & 7/30/08 - WW Sheet A3.01 R - Unclear why the windoww pane sizes shown are different on the east side and rear elevations (top and bottom. panes equal in height) than that indicated on the front elevation (bottom pane greater in height than the top. pane), since the window sizes on the east side and rear elevations. are the same as. the one window on the west side of the front elevation. Advise /revise. 2. 9/7/08. -. WW Revise Sheet A3.01 R to indicate such height dimension (12'- 10.5' indicated on Sheet A2.00R) 7/30/08. WW Revise the existing /proposed building height to reflect Code provisions, which is to the top of the roof deck (not 22 feet to the top. of the one parapet fin).. Revise. Sheet A3.01 R to. indicate such height dimension and A2.00R in the Site Data Table. 3. 9/7/08 & 8/4/08 - WW Provide responses to the following FLS. criteria for "medical clinics" as. to HOW (in detail) the proposal complies. with the criteria: a.. The use and design of the parcel proposed for development is compatible with the surrounding area.. (Note: You shouldn't have a problem answering this criteria) b.. Off - street parking: The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building. will. be used for storage or other non- p. __,ing demand - generating purposes.. (Note: _.. ice you are not asking for a parking reduction, you should be able to answer this fairly easily). 4. Sheet A2.00R - Revise the existing 0.95 FAR to 0.25 FAR. 5.. Sheet A2.00R -. Revise the Site Data Table to include the required. parking ratio of 3 spaces /1,000 sf. GFA. Please. submit two. copies of the. revised. plans and one copy of any written material for FLS2008 -08019 to Sherry Watkins . in my office. I will be. out of town on Wednesday -. Friday this week.. If you can get the revised material to me on this. Friday (Sept. 12th), potentially I. can get a Development Order issued early next week.. Please be aware that I am. only here next week Monday -. Wednesday and then will be out of town. Sept. 18 29,. so my time is limited and I. will. be, pushed to get some projects done before I. leave. Any help you. can give me to get the Development Order out next week would be appreciated. I am copying my supervisor, Robert Tefft, with this. email in the event such work products can't be finalized. before. I must leave. and others have reviewed BCP2008- 06324.. You might want to look at the current comments to know where you stand . with this. building permit. Wayne M. Wells, A/CP Planner III City. of Clearwater 100. South. Myrtle. Avenue Clearwater, FL. 33756 -5520 Phone: 727- 562 -4504 Fax: 727 - 562 -4865 Wells, Wayne From: Wells, Wayne Sent: Tuesday, August 12, 2008 5:59 PM To: 'mike @bandesconst.com' Subject: FLD2008- 07020/FLS2008- 09019, 2560 Enterprise Road IM final 8.7.08 dre action agenda.. Wayne M. Wells, A/CP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 Fax Cover Memo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH=MXRTLE AVENUE, 2ND FLOOR:" . CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 TO: 6 ��.�n -DATE: 4o Q 0 FAX: 713 - (p D TELEPHONE: 733 - S� T 8 FROM: Wayne M. Wells TELEPHONE: "(727) 562 -4504 SUBJECT: Pt-W 7oo g - 0-707--.n - MESSAGE: it-re im- Ng-N-c avv.�-�s 4r NUMBER OF SHEETS (INCLUDING THIS PAGE): LL ° cm,' twiter 18111111 T Illjllllllilllll ' T Ni `� " ... ... ... ... ... . July 15, 2008 Robert Bandes 1368 Spalding Road Suite C Dunedin, F134698 CITY OF CLEA WATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W .MYCLEARWATER. COM VIA FAX: 727 - 73,3 -6490 RE: FLD2008 -07020 -- 2560 E ENTERPRISE RD -- Letter of Completeness Dear Robert Bandes : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2008- 07020. 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 August 07,. 2008, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting.. If you have any questions, please do not hesitate to contact me at 727 -562 -4504 or Wayne.Wells@myclearwater.com. Sincerely yours, Wayne Wells. AICP Planner Ill Letter of Completeness - FLD2008 -07020 - 2560E ENTERPRISE RD Fax Cover'Memo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 TO: DATE: 7) a 8 FAX: -7,33- LA' 9V TELEPHONE: 73 3 - zlsS B FROM: Wayne M. Wells TELEPHONE: (727) 562 -4504 SUBJECT: Zo 0 8 - 0710 Z0 & era 4 erp t % i e MESSAGE: NUMBER OF SHEETS (INCLUDING THIS PAGE): ;-7 CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 4 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 PLANNING DEPARTMENT July 9, 2008 Robert Bandes 1368 Spalding Road, Suite C Dunedin, FL 34698 Re: FLD2008- 07020, 2560 Enterprise Road East Dear Mr. Bandes: The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2008- 07020. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments: 41. On Page 1 of the application, please provide the Parcel Size in acres and square feet (per Sheet A2.00R, the parcel is 23,366 square feet [0.536 acre]). J2. While you have provided responses to the General Applicability criteria on Page 2 of the application and to the Comprehensive Infill Redevelopment Project criteria on Page 3 of the application, which don't affect whether the application is complete or not, the responses are primarily one short sentence. These responses will not make the application sufficient and more detailed responses will be required, as to how each criteria is being met with the proposal. It is recommended to revise your responses at this time so that all reviewing departments will have a better understanding as to the proposal. The survey indicates the existing building to be located 10.0 feet (NW corner) and 10.1 feet (NE.comer) from the north property line. The required setback from the north and west property lines (to all structures, not just buildings) is 10 feet. Based on plans submitted under BCP2008- 06324, new steel studs and a metal membrane are being added to the exterior of the building, which will reduce the distance to the north property line by approximately seven inches, thereby reducing the required setback. This reduction will need to be part of the request. Plans (Sheet A2.00R) need to indicate the proposed new setback to the north property line. Additionally, the sidewalk along the north side of the building encroaches into the required setback and a dimension to the north property line must be shown on Sheet A2.00R and this setback reduction must be included in the request. J 4.. Need to provide the following dimensions on Sheet A2.00R: a.4 distance from the south property line to the SE corner of parking space 21; b.41 distance from the south property line to the existing pavement in the SW corner of the property; c.J distance from the east property line to the existing pavement in the NE corner of the property; d.J distance from the edge of pavement to the east side of the building indicating the width of the eastern foundation landscape area; "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" 41 July 9, 2008 Bandes — Page 2 e. f distance from the edge of the sidewalk to the south side of the building indicating the width of the southern foundation landscape area; f. f width of the drive aisle on the south side of the building (Code required width is 24 feet; parking spaces are indicated at 23 feet in length; minimum parking stall length is 18 feet; recommend reducing length of parking spaces); g. width of the existing drive aisle along the north property line and on the west property line; and h. distance (proposed setback) from the north property line to the building.. 15. While not a completeness issue, plans submitted under BCP2008- 06324 removes all windows and doors on the north side of the building. The existing sidewalk along the north side is being removed. Unclear of the need for a new sidewalk to be installed along the north side of the building.. Recommend removing this sidewalk from the plans (thereby reducing the number of setback reductions requested). Sheet A2.00R - Site data indicates the existing and proposed building square footage to be 5,800 sf.. There is a vestibule addition on the east side of the building that ought to increase the proposed square footage. +� 7. Sheet A2.00R - Depict by shading or crosshatching all required parking lot interior landscaped areas. There is some shading on the plan, but there is no legend to indicate if this is interior landscaping. Also, the area on the east side of the building is considered foundation landscaping, not interior landscaping. Revise. 8. Sheet A2.00R - Show the location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening. A trash handling area is indicated on the east side of the building. It is unclear whether a dumpster is planned or black barrels. There may be a fire issue if a dumpster, being close to the building (check with Fire Department). Need to show required screening of the trash "bins" (Code requires the enclosure is to be the same material and color as the building). While most a/c units are located on the roof and the parapets will screen those units, the chillers on the north side will need to be screened from view (the chain link fence is insufficient). (Note: The gates to the chillers requires entrance from the property to the north. Do you have, or plan to have, an easement for such? Rather, put the gates on the east or west side of the fence.) 9. Need to show the location of all outdoor lighting fixtures. If on the building only, indicate by a note on the plans. 10. Landscape plan needs to indicate the quantities of all landscape material in each area of the site (not just the total in the plant schedule. Ill. Building elevations - Need to indicate on the elevations the proposed color scheme, potentially with a legend, including the specific colors. Also, provide proposed color samples /swatches (one copy). 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 9:00 am on July 15, 2008. If you have any questions, please do not hesitate to contact me at 727 -562 -4504 or wayne.wells(�myclearwater.com. July 9, 2008 Bandes — Page 3 Si cerely, 0" , [ Wa e�M. Wells, AICP yn Planner III S: (Planning DepartmentlC D BTLEX (FLD)IIncon:pleteEnterprise E2560 Radiation Oncology Center (C) - UrWILetter oflncompleteness 7.9.08.doc Fax Cover Memo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH-MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 TO: ��--�t,r ��� DATE: 08 FAX: -7733- (p+90 TELEPHONE: 733 — -S -, - S FROM: Wayne M. Wells TELEPHONE: (727) 562 -4504 SUBJECT: Z00 0 % 0 2-0. ZS (a +g-t0r Aso- MESSAGE: IN NUMBER OF SHEETS (INCLUDING THIS PAGE): 4- f _ t Conditions Associated With FLD2008 -07020 2560 E ENTERPRISE RD Landscape Wayne Wells,. AICP 727- 562 -4504 09/16/2008 Include as a condition of approval in the. Development Order: Not Met Prior to the issuance of any permits, revise. Sheet 3/5 to indicate three existing PS Phoenex palms and one palm (undeclared, on the east side of site adjacent to. Village. Dr.).. 09/16/2008 Include as a condition of approval in the Development Order: Not Met Prior to the issuance of any permits, a Right -of -Way Use Permit be issued by the Engineering Department to permit shrubbery in the Village. Drive. right -of -way. Zoning Condition Wayne. Wells, AICP 727 - 562 -4504 07/29/2008 9/16/08 & 9/7/08 - WW Not Met Include as a condition of approval. in the Development Order.. 7/29/08 WW Survey indicates the existing sign at the. intersection to be located with the. leading edge of the sign at the property line, different than that indicated on Sheets A1.00R and A2.00R.. In any event,. the sign is nonconforming to the required setback of five feet from. the propertyy line to the leading . edge of the sign. Section 6 -104. requires the sign to be brought into. compliance with Code requirements... Recommend a monument -style sign no higher than six feet, design to be compatible in. design and color as. the building. Print Date: 09/16/2008 Page 1 of 1 CaseConditons Wells, Wayne From: Wells, Wayne Sent: Monday, September 15, 2008 2:34 PM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Clayton, Gina; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art;. Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Watkins, Sherry Subject: FLD2008- 07020/FLS2008- 08019, 2560 Enterprise Rd. DRC Members - Plans have been resubmitted to address outstanding comments for the above project. I have placed a copy of the resubmittal information on the cabinets outside the Planning Department conference room (Rm 216) for your review. Currently, the only remaining comments are from Fire, Landscaping and Planning. All comments should still be over under the FLD case, even though we have reduced it to a FLS case. Please let me know via email or in person if all comments have been "met' or if there are still issues. If at all possible, please review this resubmittal by end of tomorrow (Tuesday, Sept. 16). 1 am going on vacation Thursday and am trying to get a Development Order out on Wednesday morning. Any help would be appreciated. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 Wells, Wayne From: Wells, Wayne Sent: Sunday, September 07, 2008 4:17 PM To: Watkins, Sherry Subject: FLD2008- 07020, 2560. Enterprise Road Sherry. - Case. FLD2008- 07020 has been downgraded to Case. FLS2008- 08019. Could you please refund $730 to the applicant ?.. Also, could you show the necessary notes. for fees and /or refund under these two cases ?. Thanks. Wayne M. Wells, AICP Planner III City of Clearwater 100 South. Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727- 562 -4504 Fax: 727- 562 -4865 Wells, Wayne From: Reid, Debbie Sent: Wednesday, September. 03,2008 8:01) AM To: Wells, Wayne Subject: RE: FLD2008- 07020/FLS2008 -08019 -. 2560 Enterprise Rd. Wayne, no issues on P&P, impact fees. - - -- -Original Message---- - From: Wells, Wayne Sent: Tuesday, September 02, 2008 2:46 PM To: Albee, Rick; Buysse,. Beverly A.; Buzzell, William; Clayton, Gina;. Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert;. Watkins, Sherry Subject: FLD2008- 07020/FLS2008 -08019 -. 2560 Enterprise Rd. DRC members - The applicant has submitted revised plans /application material for the above. referenced project. This. was originally was submitted as FLD2008 -07020 but Planning has re- evaluated this application and has backed it down. to an FLS. case... The new case number is FLS2008- 08019. This FLS. case is not going back to a DRC meeting.. Your activities and conditions are still under FLD2008- 07020, which is where you need to make your changes (I will cross - reference the FLD. case to the FLS. case. and vice. versa).. We have placed two copies of the submitted revised plans /application material on the file cabinets outside. of Rm 216. (Planning /Development Services conference room).. If you would like to take a copy, feel free to do so... I have the original revised plans /application material in my case file. Please check your comments. from the August 7, 2008, DRC meeting to see if your comments have been met or not.. In any case, please let me know if they have complied with your prior comments such that a Development Order can be issued, whether you have any conditions of approval to be included in the Development Order, or whether revised . plans /application materials need to be resubmitted for a re- review prior to the issuance of a Development Order., If at all possible, please review the revised plans /application material by noon on Friday, September. 5, 2008. Thanks. Wayne M. Wells, A/CP Planner III City. of Clearwater 100. South Myrtle. Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727- 562 -4865 Wells, Wayne From: Wells, Wayne Sent: Tuesday, September 02, 2008 2:46 PM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Clayton, Gina; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Watkins, Sherry Subject: FLD2008- 07020/FLS2008 -08019 - 2560 Enterprise Rd. DRC members - The applicant has submitted revised plans /application material for the above referenced project. This was originally was submitted as FLD2008 -07020 but Planning has re- evaluated this application and has backed it down to an FLS case. The new case number is FLS2008- 08019. This FLS case is not going back to a DRC meeting. Your activities and conditions are still under FLD2008- 07020, which is where you need to make your changes (I will cross - reference the FLD case to the FLS case and vice versa). We have placed two copies of the submitted revised plans /application material on the file cabinets outside of Rm 216 (Planning /Development Services conference room). If you would like to take a copy, feel free to do so. I have the original revised plans /application material in my case file. Please check your comments from the August 7, 2008, DRC meeting to see if your comments have been met or not. In any case, please let me know if they have complied with your prior comments such that a Development Order can be issued, whether you have any conditions of approval to be included in the Development Order, or whether revised plans /application materials need to be resubmitted for a re- review prior to the issuance of a Development Order. If at all possible, please review the revised plans /application material by noon on Friday, September 5, 2008. Thanks. Wayne. M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 6 , r2.00 p m Case Number:. FLD2008 -07t,_ -- 2560. E ENTERPRISE RD Flmd Owner(s): Hasley, Terry M Trust C /O. Hasley, Terry M Revocable 17 J Clearwater, F133767 TELEPHONE: No Phone, FAX:. No Fax, E -MAIL: No Email Representative: Robert Bandes 1368 Spalding Road Dunedin, F134698 TELEPHONE:_ 727-733-5558,. FAX: 727- 733 -6490, E- MAIL:.. No Email Location:. 0.53. acres located at the northwest comer of Enterprise Road East and Village Drive. Atlas Page: 232B Zoning District:.. C, Commercial Request: Flexible Development approval to. permit a medical clinic in the Commercial (C) District with a reduction to the front (south) setback from 25. feet to x feet (to existing pavement), a reduction to the front (east) setback from 25 feet to zero feet (to existing pavement), a reduction to the side (north) setback from 10 to five feet (to existing/proposed sidewalk) and a reduction to the side (west) setback from 10 to zero feet (to existing pavement), as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2- 704.C; and a reduction to the perimeter buffer along Enterprise. Road East from 15 to x feet (to existing pavement), a reduction to the perimeter buffer. along Village. Drive from 10 to zero feet (to existing pavement) and a reduction to the required interior landscape area from 10 to 6.58 percent, as a Comprehensive Landscape Program, under the provisions of Section 3- 1202.G. Proposed Use:... Medical clinic Neighborhood Clearwater Neighborhoods Coalition Association(s): TELEPHONE: No Phone, FAX: No Fax, E- MAIL:. No Email Neighborhood No Registered Assocation Association(s): TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Presenter: Wayne Wells, Planner III Attendees. Included:. City: Wayne Wells, Robert Tefft, Scott Rice, Steve Doherty, Jim Keller, Rick Albee, Mark Beery Applicant: Mike. Hovey, Robert Bandes, Alex Plisko, Joel Trexler, David Jacob, Charles Brooks The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda -. Thursday, August 7, 2008 - Page. 31 DRC Aai- Agrnd. 1.1 1 S. 8/12/08 WW Comment below should be now prior to issuance of a building permit (rather than CDB), 7/25/08 - SLD Prior to. review by the Community Development Board: 1. Is building proposed to be sprinkled? If so, a double check valve assembly DCVA backflow prevention device, Fire Department Connection and an additional Fire. Hydrant Assembly will be required. Prior to issuance of a building permit: 1. Show on the plans a reduced pressure backflow prevention device. For the use of potable water medical offices are required to have this device per Article IV, Water, Sec. 32.140(2). The applicant/owner will be responsible for all associated fees for the installation of this device.. Prior to the issuance of a Certificate of Occupancy: 1.. Applicant shall submit 5 sets of as -built drawings that are signed and sealed by a State of Florida Registered Professional Engineer. The. Construction Services Inspector will field inspect as -built drawings for accuracy. General Note: If the proposed project necessitates infrastructure modifications to satisfy site - specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements.... General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1.. No issues. Fire: I.. Sheet A2.00r shows an existing tree that MAY over hang the fire access route, the canopy, SHALL be at 16'. Acknowledge PRIOR TO DO. ^, 2. Building is being sprinklered. Show location of the second fire hydrant. One to supply Fire Department Connection and one for fire fighting purpose.This needs to be within 300' and on the same side of the street. Acknowledge PRIOR to DO. 3 . Sheet A2.00R shows the trash handling area. All commercial / industrial developments shall provide appropriate facilities for the disposal of garbage and trash. All dumpsters and any. associated screening which consists of combustible fencing around the dumpster pad SHALL have. a MINIMUM SEPARATION FROM THE NEAREST BUILDING or building OVERHANG of ten feet (10') plan shows approximately. 2' from the overhang and pad is at 5' from building.NOTE this comment, if this becomes a dumpster. Acknowledge. PRIOR to DO. Harbor Master: 1 . No issues. Legal: 1 . No issues. Land Resources: 1 . Show all of the trees, with canopies, to remain on all plan sheets prior to DO. 2. The tree certification is inaccurate. The trees are not located correctly and the canopies are not shown. Transfer the data to the survey and supply a legend for the grades prior to DO. Landscaping: Development Review Agenda - Thursday, August 7, 2008 Page 32 DRC Action Agenda 1.1 L . Code requires vei —al curbing to protect landscape areas from vehi,, ».ar encroachment. The survey indicates some curbing that the site plan and landscape plan do not show.. Show curbing along all edges of pavement, including in front of parking spaces facing Enterprise Rd. 2. A Comprehensive Landscape Plan (CLP) application has been submitted.. The application should be identifying what Landscape Code requirements cannot be met (ie: reductions, etc.)., The purpose of the CLP is to have landscaping exceed minimum Code in other areas on -site . where the minimum Code cannot be met in other. areas. 3. Sheet A2.00R & Landscape. Plan -. Cannot double. count interior landscape area and perimeter. buffer... Plans indicate interior landscape area shaded, yet there is a 15 -foot landscape. buffer required along Enterprise. Rd, a 10 -foot landscape buffer required along Village. Dr and a five -foot landscape buffer required along the north and west property lines. Revise to accurately depict that which can be counted as interior landscape area. 4. Revise Landscape Calculations for the following: a. Required buffer trees are: North - 4. trees; South -. 4 trees; East - 3 trees; West 3. trees; b. Required foundation trees are one required on East side and 3 on South side; c. Required interior landscape area based on 1. tree /150 sf.. Interior landscaep area needs to be recalculated. Required trees are based on shade trees. If accent trees are substituted, 2 accent trees 1 shade tree.. If palm trees are substituted, 3 palms clustered together = 1 shade tree. Trees that cannot be planted on -site need to be donated to City tree bank. 5. Landscape Plan -. Plant List must include proposed groundcovers. 6. Landscape Plan - Foundation landscaping - a. East side of building must have two crape myrtle trees; b. South side of building must have a total of six crape myrtle trees; c. Name. and number of plants within foundation landscaping on both sides of the building must be indicated. 7. Revise Landscape Plan to make sure what is depicted on the north and northeast sides of the building matches that shown on Sheet A2.00R (no sidewalk and trash and chiller enclosures are different). 8. Shade trees (oaks) need to be within a planting area of a minimum of eight feet and shade trees cannot be planted closer than five feet to pavement. Also, do not plant proposed trees under the canopy of existing trees. Parks and Recreation: 1 . No issues - commercial building renovation. Stormwater: 1 . The following shall be addressed prior to issuance of Building Permit. Sheets ALOOR and A2.00R indicate that a portion of the stormwater system is to be replaced. 1. The site plan shall be signed and sealed by the professional engineer. 2. Show the size, type, and invert elevations of the replacement storm pipe and show the invert elevation at the tie -in location. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Solid Waste: 1 , That dumpster enclousure(s). needs to be constructed to City specifications. no black barrell service at this location avalible Traffic Engineering: Development Review Agenda -. Thursday, August 7, 2008 Page 33 DRC Action Agenda L 1 Planning: L Correct the str,,,.. names to read ". Village Drive" and "Enterprist —oad ". 2.. Use the City's handicap parking stall detail. (see series 118) http: / /www.myclearwater.com/gov/ depts/ pwa /engin/Production/stddet/index. asp 3. Install trucated domes where sidewalk or accessible route enters a travelway for motorists. 4. On page A2.00R, the site plan is not drawn to scale as called out in the. legend. 5. Wheel stops shall be installed 16' from parking aisile. 6. Show 20'. x 20' sight visibility triangles at the driveway. There shall be no. objects in the sight triangle over the City's acceptable vertical height criteria. (City's Community Development Code, Section 3 -904). The above to be addressed prior to issuance of the DO rather than prior to (8/12/08. - WW) a Community Development Board (CDB) hearing. General Note(s): 1). Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to. a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Development Review Agenda = Thursday, August 7, 2008 Page 34 DRC Action Agmda 1.1 1 . Unclear why, since __.; door on the east end of the north side of the b —wing is being removed, the "existing conc. ramp" and the existing concrete behind the trash enclosure is being retained.. Appears unnecessary and can be converted to landscape area.. Revise. 2. Sheet A2.00R is indicated with a scale. of 1'. =. 3/32 ". but the scale is off when attempting to verify dimensions on the plan. Revise. 3_ Since you are creating an accessible path to Village Drive to. the east and the public sidewalk is not adjacent to the property line, proposal needs to include. a concrete connector between the property line and the public sidewalk. 4. Sheet A3.01R -. Unclear why the window pane sizes shown are different on the east side and rear. elevations (top and bottom panes equal in height) than that indicated on the front elevation (bottom pane greater in height than the top pane), since the window sizes on the east side and rear elevations are the same as the one window on the west side of the front elevation. Advise /revise. 5 . Sheet A3.00R -. Based on prior comments and changes made to. Sheet A2.00R for the trash and chiller enclosures, either remove the chain link fence details from this sheet or change teh details . to. the metal stud and EIFS enclosure that is indicated on A2.00R. 6. Sheet A2.00R -. Revise the Site Data Table for the following: a. Required required ISR is 0.95.. I doubt that the existing and the proposed ISR is 0.95; b. Required maximum FAR is 0.55. Existing and provided FAR is not 0.95; c. Proposed vehicular use area (VUA) (paved area) cannot be the same as the. existing VUA, since pavement is being removed; d.. Based on the survey, there are 31. existing parking spaces (not 29); and e. Proposed gross floor area is 5,864. sf (not equal to the existing 5,800 sf). 7.. Revise the existing/proposed building height to reflect Code provisions, which is to the top of the roof deck (not 22 feet to the top of the one parapet fin).. Revise Sheet A3.01 R to indicate such height dimension and A2.00R in the. Site Data Table. 8. Sheet A2.00R - Recommend removing the Zoning Analysis box in the upper right comer of the sheet, as some information is incorrect or incomplete, it is not necessary and some information should rather be in the Site Data Table. on the same sheet, such as the required parking ratio. of 3 spaces /1,000 sf GFA and setbacks.. 9.. The. survey indicates the existing building to be located 10.0 feet (NW. comer) and 10.1 feet (NE corner) from the north property line.. The required setback from the north and west property lines (to. all structures, not just buildings) is 10 feet.. Based on plans submitted under BCP2008- 06324, new steel studs and a metal membrane are being added to the exterior of the building, which will reduce the distance to the north property line by approximately seven inches, thereby reducing the required setback. Revised plans submitted now show a 9.67 -foot proposed setback at the northeast comer of the building.. Ensure the proposed setback on these plans and the construction details on the building plans are consistent. I would rather ere on a conservative setback number than not being correct, as we cannot fix it later. It appears that the NW. and SW. corners of the building are more correct to the proposed setback, based on the wall section. 10. Survey indicates the existing sign at the intersection to be located with the leading edge of the sign at the property line, different than that indicated on Sheets ALOOR and A2.00R. In any event, the sign is nonconforming to the required setback of five feet from the property line to the leading edge of the sign. Section 6 -104 requires the sign to be brought into compliance with Code requirements. Recommend a monument -style sign no higher than six feet, design to be compatible in design and color as the building. 11 . In the Commercial (C) District, medical clinic is listed as a Flexible. Standard Development use. The existing parking lot does not conform to the setback provisions under Table 2 -703. Under the provisions of Sections 6 -102.A and 6- 102.C, the change of use is acceptable so long as such change complies to the maximum extent practicable with the landscaping and parking requirements. As such, this application is being modified to a Flexible Standard (FLS) application, which will not require CDB review and approval.. We will also. refund $730. Development Review Agenda Thursday, August 7, 2008 - Page 35 DRC Action Agenda 1.1 12 . Provide responses ne following FLS criteria for "medical clinics`. _- to HOW (in detail) the proposal complies with the criteria: a. The use and design of the parcel proposed for development is compatible with the surrounding area.. (Note: You shouldn't have a problem answering this criteria) b. Off - street parking:. The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building will be used for storage or other non - parking demand - generating purposes. (Note: Since you are not asking for a parking reduction, you should be able to. answer this fairly easily). Other: No Comments Notes: Sufficient - Submit three copies of the revised plans & application material addressing all above departments'. comments within 30 days of the DRC meeting. Development Review Agenda - Thursday, August 7, 2008 Page 36 DRC Action Agmda 1.1 Wells,. Wayne From: Rice, Scott Sent: Friday, August 08, 2008 1:15 PM To: Wells, Wayne Cc: Vo, Phuong Subject: FLD2008 -07020 - 2560 E Enterprise Road Wayne, I reviewed the stormwater comments and plans for this case relative to the question asked at yesterday's DRC Meeting regarding the timing of the submittal of requested information. The plans indicate that a portion of the stormwater system is to be replaced. Therefore, the comment needs to remain as is requiring the requested information prior to Building Permit. In support of this, minor revisions were made to the stormwater comments. D. Scott Rice, PE Assistant Engineering. Director City of Clearwater (727) 562 -4781 2.00 pm Case Number: FLD2008 -071. - 2560 E ENTERPRISE RD Prk+F Owner(s): Hasley, Terry M Trust C/O Hasley, Terry M Revocable be 7.6 Clearwater, F133767 08 TELEPHONE:. No Phone, FAX:. No Fax, E -MAIL: No Email piz4v Representative: Robert Bandes 1368, Spalding Road Dunedin, F134698 TELEPHONE:. 727- 733 -5558, FAX:. 727-733-6490,. E- MAIL:. No Email Location: 0.53. acres located at the northwest corner of Enterprise. Road East and Village Drive.. Atlas Page: 232B Zoning District: C, Commercial Request: Flexible Development approval to permit a medical clinic in the Commercial (C) District with a reduction to the front (south) setback from 25 feet to x feet (to existing pavement), a reduction to the front (east) setback from 25 feet to zero feet (to existing pavement), a reduction to the side (north) setback from 10 to five feet (to existing/proposed sidewalk) and a reduction to the side (west) setback from 10 to zero feet (to existing pavement), as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2- 704.C; and a reduction to the perimeter buffer along Enterprise Road East from 15 to x feet (to existing pavement), a reduction to the perimeter buffer along Village Drive from 10 to zero feet (to existing pavement) and a reduction to the required interior landscape area from 10 to 6.58 percent, as a Comprehensive Landscape Program, under the provisions of Section 3- 1202.G. Proposed Use: Medical clinic Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133763 1821 Springwood Cir S TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Neighborhood No Registered Assocation Association(s): TELEPHONE:. No Phone, FAX: No Fax, E- MAIL: No Email Presenter: Wayne Wells, Planner III Attendees Included: City: Wayne. Wells, Scott Rice, Steve Doherty, Jim Keller, Rick Albee Applicant: Mike. Hovey, Robert Bandes The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, August 7, 2008 - Page 31 DRC Action Agmda 1.1 I . Prior to review by , —'ommunity Development Board: 1. Is building proposed to be sprinkled? If so, a double check valve assembly. DCVA backflow prevention device, Fire Department Connection and an additional Fire Hydrant Assembly will be required. Prior to issuance of a building permit: 1. Show on the plans a reduced pressure backflow prevention device. For the use of potable water medical offices are required to have this device per Article IV, Water, Sec. 32.140(2). The applicant/owner will be responsible for all associated fees for the installation of this device. Prior to the issuance of a Certificate of Occupancy: 1. Applicant shall submit 5 sets of as -built drawings that are. signed and sealed by a State of Florida Registered Professional Engineer_ The Construction Services Inspector will field inspect as -built drawings for accuracy. General Note: If the proposed project necessitates infrastructure modifications to satisfy site - specific. water capacity and pressure requirements and/or wastewater capacity requirements, . the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. . General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1_ No issues. Fire: I . Sheet A2.00r shows an existing tree that MAY. over hang the fire access route, the canopy SHALL be at 16' Acknowledge PRIOR TO CDB 2. Building is being sprinklered. Show location of the second fire hydrant. One to supply Fire. Department Connection and one for fire fighting purpose.This needs to be within 300' and on the same side of the street. Acknowledge PRIOR to CDB 3 . Sheet A2.00R shows the trash handling area. All commercial / industrial developments shall provide appropriate facilities for the disposal of garbage and trash. All dumpsters and any associated screening which consists of combustible fencing around the dumpster. pad SHALL have a MINIMUM SEPARATION FROM THE NEAREST BUILDING or building OVERHANG of ten feet (10') plan shows approximately 2' from the overhang and pad is at 5' from building.NOTE this comment, if this becomes a dumpster. Acknowledge PRIOR to. CDB Harbor Master: 1 . No issues. Legal: I . No issues. Land Resources: 1 . Show all of the trees, with canopies, to. remain on all plan sheets prior to CDB. 2. The tree certification is inaccurate. The trees are not located correctly and the canopies are not shown. Transfer the data to the survey and supply a legend for the grades prior to CDB. Landscaping: Development Review Agenda - Thursday, August 7, 2008 Page 32 DRC Action Agmda 1.1 1.. Code requires ve. . curbing to protect landscape areas from veh: r encroachment. The survey indicates some curbing that the site plan and landscape plan do not show. Show curbing along all edges of pavement, including in front of parking spaces facing Enterprise Rd. 2. A Comprehensive. Landscape Plan (CLP) application has been submitted. The application should be identifying what Landscape Code requirements cannot be met (ie: reductions, etc.). The purpose of the CLP is to have landscaping exceed minimum Code in other areas on -site . where the minimum Code cannot be met in other areas. 3. Sheet A2.00R & Landscape Plan - Cannot double count interior landscape area and perimeter buffer. Plans indicate interior landscape area shaded, yet there is a 15 -foot landscape buffer required along Enterprise. Rd, a 10 -foot landscape buffer required, along Village. Dr and a five -foot landscape buffer required along the north and west property lines. Revise to accurately depict that which can be counted as interior landscape area. 4. Revise Landscape Calculations for the. following: a. Required buffer trees are: North - 4 trees; South - 4. trees; East - 3 trees; West -. 3 trees; b. Required foundation trees are one required on East side and 3 on South side; c.. Required interior landscape area based on 1 tree/ 150 sf. Interior landscaep area needs to be recalculated. Required trees are based on shade trees. If accent trees are substituted, 2 accent trees = 1 shade tree. If palm trees are. substituted, 3 palms clustered together = 1 shade tree. Trees that cannot be planted on -site need to be donated to City tree bank. 5. Landscape Plan -. Plant List must include proposed groundcovers. 6. Landscape. Plan -. Foundation landscaping - a. East side of building must have two crape myrtle trees; b. South side of building must have a total of six crape myrtle trees; c. Name and number of plants within foundation landscaping on both sides of the building must be indicated. 7. Revise Landscape Plan to make sure what is depicted on the north and northeast sides of the building matches that shown on Sheet AMOR (no sidewalk and trash and chiller enclosures are different). 8. Shade trees (oaks) need to be within a planting area of a minimum of eight feet and shade trees cannot be planted closer than five feet to pavement. Also, do not plant proposed trees under the canopy of existing trees. Parks and Recreation: 1 . No. issues - commercial building renovation. Stormwater: I . The following shall be addressed prior to issuance of Building Permit. 1. The site plan shall be signed and sealed by the professional civil engineer. 2. Show the size, type, and invert elevations of the existing storm pipe and show the invert elevation at the tie -in location. General note:. 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Solid Waste: 1.. That dumpster enclousure(s) needs to be constructed to City specifications. no black barrell service at this location avalible Traffic Engineering: Development Review Agenda -. Thursday, August 7, 2008 - Page 33 DRC Action Agwda 1.1 Planning: 1. Correct the. sti _lames to read " Village. Drive" and "Enterpris -)ad ". 2. Use the City's handicap parking stall detail. (see series 118) http: / /www. myclearwater. c om/gov/ depts/ pwa /engin/Production/stddet/index. asp 3. Install trucated domes where sidewalk or accessible route enters a travelway for motorists. 4.. On page A2.00R, the site plan is not drawn to scale as called out in the legend. 5. Wheel stops shall be installed 16' from parking aisile 6. Show 20'. x 20'. sight visibility triangles at the driveway. There shall be no objects in the sight triangle over the City's acceptable vertical height criteria. (City's Community. Development Code, Section 3 -904). The above to be addressed prior to a Community. Development Board (CDB) hearing. General Note(s):. 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee . schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Development Review Agenda - Thursday, August 7, 2008 - Page 34 DRC Action Ag.da I.I L. Unclear why, since. door on the east end of the north side of the L ,ing is being removed, the "existing conc. ramp ". and the existing concrete behind the trash enclosure is being retained. Appears unnecessary and can be converted to landscape area. Revise. 2. Sheet A2.00R is indicated with a scale of F= 3/32" but the scale is off when attempting to verify dimensions on the plan. Revise. 3 . Since you are creating an accessible path to Village Drive to. the east and the public sidewalk is not adjacent to the property line, proposal needs to include a concrete connector between the property line and the public sidewalk. 4. Sheet A3.0 1R -. Unclear why the window pane sizes shown are different on the east side and rear elevations (top and bottom panes equal in height) than that indicated on the front elevation (bottom pane greater in height than the top pane), since. the window sizes on the east side and rear elevations are the same as the one window on the west side of the front elevation. Advise /revise. 5.. Sheet AMOR -. Based on prior comments and changes made to Sheet A2.00R for the trash and chiller enclosures, either remove the chain link fence details from this sheet or change teh details to the metal stud and EIFS enclosure that is indicated on A2.00R. 6. Sheet A2.00R - Revise the Site Data Table for the following: a. Required required ISR is 0.95. I doubt that the existing and the proposed ISR is 0.95; b. Required maximum FAR is 0.55. Existing and provided FAR is not 0.95; c. Proposed vehicular use area (VUA) (paved area) cannot be the same as the existing VUA, since pavement is being removed; d. Based on the. survey, there are 31 existing parking spaces (not 29); and e. Proposed gross floor area is 5,864 sf (not equal to the existing 5,800 sf). 7— Revise the existing/proposed building height to reflect Code provisions, which is to the top of the roof deck (not 22 feet to the top of the one parapet fm). Revise Sheet A3.01 R to indicate such height dimension and AMOR in the Site Data Table. 8. Sheet A2.00R - Recommend removing the Zoning Analysis box in the upper right corner of the sheet, as some information is incorrect or incomplete, it is not necessary and some information should rather be in the Site Data Table on the same sheet, such as the required parking ratio of 3. spaces /1,000 sf GFA and setbacks. 9. The survey indicates the existing building to be located 10.0 feet (NW corner) and 10.1 feet (NE corner) from the north property line.. The required setback from the north and west property lines (to all structures, not just buildings). is 10 feet. Based on plans submitted under BCP2008- 06324, new steel studs and a metal membrane are being added to the exterior of the building, which will reduce the'distance to the north property line by approximately seven inches, thereby reducing the required setback. Revised plans submitted now show a 9.67 -foot proposed setback at the northeast corner of the building. Ensure the proposed setback on these plans and the construction details on the building plans are consistent. I would rather ere on a conservative setback number than not being correct, as we cannot fix it later.. It appears that the NW and SW corners of the building are more correct to the proposed setback, based on the wall section. 10— Survey indicates the existing sign at the intersection to be located with the leading edge. of the sign at the property line, different than that indicated on Sheets ALOOR and A2.00R. In any event, the sign is nonconforming to the required setback of five feet from the property line to the leading edge of the sign. Section 6 -104 requires the sign to be brought into compliance with Code requirements.. Recommend a monument -style sign no higher than six feet, design to be compatible in design and color as the building. 11 . In the Commercial (C) District, medical clinic is listed as a Flexible Standard Development use. . The existing parking lot does not conform to the setback provisions under Table 2 -703. Under the provisions of Sections 6 -102.A and 6- 102.C, the change of use is acceptable so long as such change complies to the maximum extent practicable with the landscaping and parking requirements. As such, this application is being modified to a Flexible Standard (FLS) application, which will not require CDB review and approval. We will also refund $730. Development Review Agenda - Thursday, August 7, 2008 - Page 35 DRC Action Agwda 1.1 12 . Provide responses . Ae following FLS criteria for "medical clinics'. o HOW (in detail) the proposal complies with the criteria: a. The use and design of the parcel proposed for development is compatible with the surrounding area. (Note: You shouldn't have a problem answering this criteria) b. Off - street parking:. The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building will be used for storage or other non - parking demand- generating purposes. (Note: Since you are not asking for a parking reduction, you should be able to answer this fairly. easily). Other: No Comments Notes: Sufficient Submit three copies of the revised plans & application material addressing all above departments' comments within 30 days of the DRC meeting. Development Review Agenda - Thursday, August 7, 2008 - Page 36 DRC Acliw Agmda I.1 .E: Oncology Center Renovation Page 1 of 2 Wells, Wayne. From:. Delk, Michael Sent:. Thursday, July 24,.2008 1:49. PM To: Wells, Wayne Subject:. FW: Oncology. Center Renovation FYI. Michael. L. Delk, AICP Planning Director City. of Clearwater,. Florida myclearwater.com - - - -- Original Message---- - From: Gibson, Paul Sent: Thursday, July 24, 2008 1:44 PM To: Horne, William; Delk, Michael Cc: Silverboard, Jill Subject: RE: Oncology Center Renovation Bill, Thanks for the explanation.. I will pass it on.. Sounds like. process, no. issues and approval is anticipated. Paul From: Horne, William Sent: Thu 7/24/2008 11:41 AM To: Delk, Michael Cc: Silverboard, Jill; Gibson, Paul Subject: RE: Oncology Center Renovation Michael, Thanks for the. clarification. Cm. Gibson will. appreciate the information. 4 Bill Bill. Horne, ICMA -CM City Manager Clearwater, FL (727) 562 -4046 - - - -- Original Message---- - From: Delk, Michael Sent: Thursday, July 24, 2008 10:43 AM 7/24/2008 r� .'IV: : Oncology Center Renovatio- Page 2 of 2 To:. Horne, William Cc:.. Silverboard, Jill Subject:... . Oncology Center Renovation 4310ari� In. essence,. non - conformity provisions require non - conforming sites, to. be brought up to current code when improvements. exceed 50% of assessed valuation... In this. case, . improvements,are approximately 140% of assessed valuation.. Since the site. cannot be, brought fully up to code otherwise, we must obtain legal. approval through our Comprehensive. Infill process... That requires Level II approval. Maybe this further clarifies. for CM. Gibson. mld Michael. L.. Delk,. AICP Planning. Director City of Clearwater,. Florida myclearwater.com 7/24/2008 File Edit Options Window Help 44 Exit New Open Task List QBE GIS Close Edit Project Group Add Clone Parcel Activity People Fees Valuation Conditions Case Notes Tags Documents GIS Case Name- ROBERT BANDES 111ndpitario 6/16/2008 MAL FAtlas­ General Address: 2560 E ENTERPRISE RD Master#.JBCP2008 :2632 232BI; :'RJ#:JBCP2008-06324 "Project: ATION ONCOLOGY CENTER Description, 11 NTERIOR RENOVATION OF EXISTING, BUILDING Type of Permit- Inspector Comments-. JRemodel Residential/Commerial: lCommercial Existing Use: l- Office Proposed Use: Office Units.- Stories: Census- Bin 9: 43� E-1 - L Permit Dates Date Received* 6/16/2008 Target Date.- 7/25/200 Comments Sent Date. Date Issued: Date Finaled, Date Expired. F Genera Type of Work Fence , ROW Zoning Tree Directions Conditions Ir�box - Microsof... Tidemark Ad FLEX (FLQ) IC-0 11.41 AM ,,..�ss....:..{.� x• ..,._.. — Tags Name :ROBERT BANDES Updated- 611912008 MAL Atlas General 'Address* 2560 E ENTERPRISE RD Master#: 13CP2008- 06322 232!8 I - _ i 'R,t?r: BCP2008 -06322 Project: RADiATI01`I ONCOLOGY CENTER General` 2 Description: =OUNDATION RENOVATION FOR INSTALLATION OF EQUIPMENT Type of Permit- Remodel Res identiaVCommerial: Inspector Comments: - Commercial Existing Use- - File Edit Options Window Help I Proposed Use: Office Exit New Open Task List QBE GIs Close Edit Project Group Add Clone Parcel Activity People Fees Valuation Conditions Case Notes Tags Documents GIS Case ,,..�ss....:..{.� x• ..,._.. — Tags Name :ROBERT BANDES Updated- 611912008 MAL Atlas General 'Address* 2560 E ENTERPRISE RD Master#: 13CP2008- 06322 232!8 I - _ i 'R,t?r: BCP2008 -06322 Project: RADiATI01`I ONCOLOGY CENTER General` 2 Description: =OUNDATION RENOVATION FOR INSTALLATION OF EQUIPMENT Type of Permit- Remodel Res identiaVCommerial: Inspector Comments: - Commercial Existing Use- - - Office I Proposed Use: Office Units: Stories: Census: Bin #: 43 IF- 1. Type of Work Fence Permit Dates Date Received: 6!1612008 Rost Target Date: - ?11.612.00 Comments Sent Date: Zoning Date Issued: Tree Date Finaled: - Date Expired: - __ -- - � Directions i.= -. _ 4.--. AM • IT • File Edit Options Winclaw Help Fence Permit Dates Date Received- 6x'16/2008 Target Date- 7/16/200� Comments Sent Date- Date Issued: Date Finaled- Date Expired: ROW Zoning Tree EHit New Open Task List QBE GIS 11�k NO [a Close Edit Project Group Add Clone Parcel Activity People Fees Valuation Conditions Case Notes Tags Documents GIS Case ..... X...... Name: ROBERT BANDES Updated: 6/19/2008 WWF_ Atlas _t1 General Address* 2560 E ENTERPRISE RD Masterg-.IBCP2008:- E63:1]I.F23-2-8—� :IRJ4:]BCP2008-06317 Project: IRADIATION ONCOLOGY CENTER General 2 ,:'Description: :IARTIAL DEMOLITION FOR RENOVATION OF EXISTING, BUILDING Type of Permit- Inspector Comments-. IRemodel Residential/Commerial: lCommercial Existing Use: Off ce Proposed Use: lOffice Units- Stories* Census-. Bin 43 JL-3 Type of Work View/Add Activities _�ox Microso4 ®Tidemark Adv. 1'.C) FLEX (FLID) i 1 -.0,1 AM ,�*StarLtf"ALln -�Iicrosoi_j Fence Permit Dates Date Received- 6x'16/2008 Target Date- 7/16/200� Comments Sent Date- Date Issued: Date Finaled- Date Expired: ROW Zoning Tree Directions View/Add Activities _�ox Microso4 ®Tidemark Adv. 1'.C) FLEX (FLID) i 1 -.0,1 AM ,�*StarLtf"ALln -�Iicrosoi_j Pinellas County Property Appr ' °r Information: 31 28 16 00000 110 02" Page 2 of 5 31 / 28 / 10 / 00000 / 110 / 0200 09- Jul -2008 Jim Smith, CFA Pinellas County Property Appraiser 13:34:39 Ownership Information Non - Residential Property Address, Use, and Sales HASLEY, TERRY M TRUST OBK: 15866 OPG: 2461 C/O HASLEY, TERRY M REUOCABLE LIUING TRUST 411 WINDWARD PSG CLEARWATER FL 33767 -2330 EVAC: Non -EUAC Comparable sales value as Prop Addr: 2560 ENTERPRISE RD of Jan 1, 2007, based on Census Tract: 268.12 ;sales from 2005 - 2006: 0 Sale Date OR Book /Page Price (Qual /UnQ) Vac /Imp Plat Information 12/2,003 13,2761 874 100,000 (U) I 0000: Book Pgs - 7 /1,999 10,581 /2,121 700,000 (0) I 0000: Book Pgs - 0 /1,979 4,875/1,771 100,000 (U) I 0000: Book Pgs - 0 10 0/ 0 0 ( ) 2007 Value EXEMPTIONS Just /Market: 713,000 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed /Cap: 713,000 Institutional Exem: ND Tax Exempt %: .000 Historic Exem: 0 Taxable: 713,000 Agricultural: 0 2007 Tax Information District: Cu Seawall: Frontage: Clearwater View: 07 Tax: 14,215.15 Land Size Unit Land Land Land Front x Depth Price Units Meth 07 Millage: 19.9371 1) 152 x 167 14.00 25, 348.00 S 07 Spec Asmt: .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, 2007 taxes will be : 5) 0 x 0 :00 .00 14, 215.15 6) 0 x 0 . 00 . 00 Without any exemptions, 2007 taxes will be 14,215.15 Short Legal FROM HE SEC CDR TH W 549.2 FT TH CUR RT RAD 114OFT Description ARC 313.39FT TH CUR RT RAD 106OFT ARC 135.41FT FOR Building Information http:H 136 .174.187.131htbinlcgi- scr3 ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p= 31 +... 7/9/2008 Pinellas County Property Appr ' x Information: 31 28 1600000 110 02" Page 3 of 5 Proper and Land Use Code descriptions 31 / 28 / 16 / 00000 / 110 / 0200 :01 09 -Jul -2008 Jim Smith, CFA Pinellas County Property Appraiser 13:34:39 Commercial Card 01 of i Improvement Type: Offices Property Address: 2560 ENTERPRISE RD Prop Use: 330 Land Use: 17 S�ru�c -tural E1�m�nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall Hone Structural Frame Masonry Pillar&Steel Roof Frame Bar Joist /Rigid Fram Roof Cover Built Up /Metal /Gyps Cabinet & Mill Above Average Floor Finish Carpet Combination Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 4 Bath Tile Floor Only 1.75 Electric Average Area Shape Factor Rectangle i.00 Quality Average 7) Year Built 1,980 Effective Age 10 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Silt Ares Description Factor Area 1.75 Description Factor Area 1) Base Area i.00 S. 916 7) .00 0 2) Open Porch. .30 78 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 Camni�rcial Ex-tr� Fea�ur�s Description Dimensions Price 1) ASPHALT 1.75 2) CARPORT 20X24 12.50 3) 00 4) .00 5) .00 6) .00 Map With Property Address (non- vacant) 000000 Units Value RCD Year 7,500 13,130 13,130 0 480 61000 3,240 1,990 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL RECORD VALUE: 16,370 http:H 136 .174.187.131htbinlcgi- scr3 ?o =1 &a =1 &b =l &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p= 31 +... 7/9/2008 Nnellas County Property Appr ' °r Information: 3128 16 00000 110 02" /00 26277 us HIGHWAY If/03 S.3 Ac ��o 14 C;QUWLFRIIDE-- BLVD 0' " Lj LJ 2599 COUNTR YS IDE BLVD 2599 CDUNTRYSIDE BLVD 256Q ENTEEL06RISE 11PIM glop r pr b1b I. �eb -goo ON 1,/ Q-7 utt 1/8 Mile Aerial Photograph (2002) 2599 COUNTRYSIDE BLVD N Page 4 of 5 in Cd Cc I w http:H136.174.187.131htbinlcgi-scr3?o=l&a--I&b=l&c=l&r--.16&s=4&t3=1&u=O&p=31+... 7/9/2008 Pinellas County Property Appr ' -�r Information: 3128 16 00000 110 0?"" Page 5 of 5 Pinellas County Property Appraiser Parcel Information Back to Search Pale An explanation of this screen http:// 136 .174.187.13 /htbin /cgi- scr3 ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p= 31 +... 7/9/2008 CITY OF CLEARWATER PLANNING DEPARMNT POST ONCE Box 4748 •- ..gTEF,, CLEARWATER, FLORIDA 337584748 1 sip �JENG� A �1li per in M U� �d STAPEL, JOAN I 2599 COUNTRYSIDE BLVD 4 118 i LEARWA.TER FL 33761 - 356-8 - 016H26504602 $ 00.32 , to 08/11/2008 maned'Fsom 33634 OS POSTAGE _ I /DIES 337 0E 1 00 09./I.G./Os _ RETURN TO SENDER ti UNCLAIMED " UNABLE TO FORWARD, BC: 337.Se474949- ,°..=x'237+4- 03802- -16 -18 r use CITY OF CLEARWATER PLANNING DEPARTMENT . ...... ... POST OFFICE Box 4748 CLEARWATER, FLORIDA 337584748 -016H26504602 $:00.324 08/11/2008 iftued From 33634 US POSTAGE LE CLAM, BERNADETTE 2595 COUNTRYSIDE :BLV D 8211 CLEARWATER FL N:tx:r,E 337 DA 1 00 09114./Oe RETURN TO SENDER WOT.DELIVERABLE AS ADDRESSED UNABLE To FORWARD Dc: 33.7-50474940 *2474-09031-14-20 33 11SO( 134740' X �!� -016H26504602 $:00.324 08/11/2008 iftued From 33634 US POSTAGE LE CLAM, BERNADETTE 2595 COUNTRYSIDE :BLV D 8211 CLEARWATER FL N:tx:r,E 337 DA 1 00 09114./Oe RETURN TO SENDER WOT.DELIVERABLE AS ADDRESSED UNABLE To FORWARD Dc: 33.7-50474940 *2474-09031-14-20 33 11SO( 134740' -016H26504602 -00.070-1 08112/200,§/ 16 Mailed From US POSTAqE CITY OF CLEARWATER x DEPARTMENT - 016H26504602 r PLANNaVG Lu W `9�ATER,r`�o�•, POST OmcE Box 4748 � 5 U $ 00.324 CLEARWATER, FLORIDA 3375&-4748 R 08/1/2008 0: w f _ rftaaed From, 33634 IL US POSTAGE BILLO, EDWARD J BILLO, SUSAN M COUNTRYSIDE BLS �1'I a I 2597 CLEARWATER FL 33761 - 3566 { - NIXIE 337 DE 1 OO 00/14 /09 NOT .DELIVERABLE RETURN TO SENDER AS ADDRESSED UNABLE TO FORWARD SC' 337-SO47 4049 : CITY OF CLEARWATER ;0 �y ""` 016H2- 6504602 - 9qPLANNING DEPARTMENT ` jTER,o POST OFFICE Box 4748 $00.324 _ CLEARWATER, FLORIDA 337'558-4748 -� m 08/11/2008 ut EC 1; = Kbiled From 33634 EIS POSTAGE PAPAGEORGIOU, GEORGE 2599 COUNTRYSIDE BLVD # 214 \l r CLEARWATER FL 33761 = 356-- 1 - NIXIM 337 DE 1 DO 09114/09 RETURN TO SENDER NOT DELIVERABLE AS ADDRESSED UNABLE TO FORWARD 6C: 337'50474949 *x474- 09 936— .14 -20 t,' S PLANNING DEPARTMENT C ITY OF C LEARWATER. POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 . SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562 -4865 August 8, 2008 Re: NOTICE OF. FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 2560 ENTERPRISE RD E (FLS2008- 08019) To Surrounding Property Owners: Asa. property owner within 500 feet of 2560 Enterprise Rd. E, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to permit a medical clinic in the Commercial (C) District with a lot area of 23,366 square feet, a lot width of 167 feet (Enterprise Rd.) and 151 feet (Village Dr.), a building height of 13.5 feet, a fr ont (south) setback along Enterprise Rd. of 2.17 feet (to existing pavement), a front (east) setback along Village Dr. of zero feet (to existing pavement), a side (north) setback of zero feet (to existing pavement), a side (west) setback of two feet (to existing pavement) and 21 parking spaces (3.58 spaces per 1,000 square feet, under the provisions of Sections 2 -703.H and 6- 102.C. On August 7, 2008, the Development Review Committee (composed of the City's professional staff) met to review and determine whether the application demonstrates compliance with the City's Community Development Code. Following the DRC review and determination, 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 August 26, 2008. The City encourages you to participate in the review of this - application. You may contact me at 727 -562 -4504 or Wayne.WellsL)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 prior to August 26, 2008. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: wtivtiv.myclearwater.com. Sincerely, �LOA WagWells, AICP. Planner III S: (Planning DepartmentlC D BWlex Standard (FLS)IPending Cases12 -. Reviewed and PendinglEnterprise E 2560. Radiation Oncology Center (C) WW -. 8.7.08 DRCILetter of Notification 8.8.08.doc "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" ENGELHARDT, DANIEL A FL POWER CORP APRILE, JOSEPH V ENGELHARDT, BARBARA J P O BOX 14042 APRILE, DANIEL T 2942 SUNSET POINT RD, ST PETERSBURG FL 33733 - 4042 17932 CACHET ISLE DR CLEARWATER FL 33759 - 1614 TAMPA FL 33647 - 2702 FL POWER CORD P O BOX 14042 ST PETERSBURG FL 33733 - 4042 INVERNESS CONDO IV ASSN 552 MAIN ST SAFETY HARBOR FL 34695 - 3549 GATTIS, DOLORES P 2595 COUNTRYSIDE BLVD # 8103 CLEARWATER FL 33761 - 4521 DYGERT, EDGAR E THE DYGERT, JANET M THE 2180 WATEROAK DR N CLEARWATER FL 33764 - 6657 CONDE, THANH THUY LIVING TRUST 1071 GLENDORA RD S KISSIMMEE FL 34759 - 3655 JONES, JEAN CONLEY, HELEN J 2595 COUNTRYSIDE BLVD # 8112 CLEARWATER FL 33761 - 4521 HALL, ARLINE SMITH HALL, LLOYD S 2595 COUNTRYSIDE BLVD # 8203 CLEARWATER FL 33761 - KANTOUNIS, JOHN E KANTOUNIS, DESPINA B 2583 COUNTRYSIDE BLVD # 3112 CLEARWATER FL 33761 - 4516 W R I COUNTRYSIDE CENTRE LLC 2600 CITADEL PLAZA DR STE 300 HOUSTON TX 77008 - 1315 WILLIS, WILLIAM J WILLIS, JANET M 2595 COUNTRYSIDE BLVD # 8101 CLEARWATER FL 33761 - 4521 MC ARTHUR, RONALD C MC ARTHUR, DONNA 50 GASKO RD MAYS LANDING NJ 08330 - 2205 ALBUQUERQUE, CARMEN 2595 COUNTRYSIDE BLVD # 107 CLEARWATER FL 33761 - 3557 NOWICKI, LEON J NOWICKI, MARY J 5 DEAN RD WINCHESTER MAO 1890 - 1011 HALL, NANCY J 2595 COUNTRYSIDE BLVD # 8201 CLEARWATER FL 33761 - 4521 MIMMS, MARIANNE R 2595 COUNTRYSIDE BLVD # 8204 CLEARWATER FL 33761 - 4521 SHAW, VIVIAN M 2595 COUNTRYSIDE BLVD # 8207 CLEARWATER FL 33761 - 4521 MERRILL LYNCH PIERCE FENNER & SMITH INCORPORATED 222 BROADWAY 17TH FLR NEW YORK NY 10038 - DI PONZIO, FRANK A DI PONZIO, BARBARA J 4833 RIVERHILL RD MARIETTA GA 30068 - 4854 RICHARDS, PAULA M 2595 COUNTRYSIDE BLVD # 1.05 CLEARWATER FL 33761 - 3556 AIVALIOTIS, GEORGIANNA 5236 COUNTY RD 45 STEUBENVILLE OH 43952 - 7010 WILLIAMS, WILLARD C WILLIAMS, BEVERLY I 2595 COUNTRYSIDE BLVD # 8111 CLEARWATER FL 33761 - 4521 GILLESPIE, BERNICE E 2595 COUNTRYSIDE BLVD # 8202 CLEARWATER FL 33761 - 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4520 WOODBERRY, FRANCES A WOODBERRY, VERONICA 2593 COUNTRYSIDE BLVD # 7203 CLEARWATER FL 33761 - 4520 ROGAN, JAMES F ROGAN, HELENE C 2593 COUNTRYSIDE BLVD # 7204 CLEARWATER FL 33761 - 4520 MADONNA, ELIZABETH C 2593 COUNTRYSIDE BLVD # 7207 CLEARWATER FL 33761 - 4520 MASSONI, JOHN THE MASSONI, MARGARET THE 88 HOWTON AVE STATEN ISLAND NY 10308 - 2047 GROUNDS, THEODORE S GROUNDS, ROBERTA H 2593 COUNTRYSIDE BLVD # 7213 CLEARWATER FL 33761 - 4520 COMPTON, LESLIE D COMPTON, MELISSA H 2593 COUNTRYSIDE BLVD # 7303 CLEARWATER FL 3376.1 - 4520 SZAREK, BOZENA C LIVING TRUST SZAREK, BOZENA THE 2593 COUNTRYSIDE BLVD # 7306 GLOSS, LOUISE H 2593 COUNTRYSIDE BLVD # 7309 CLEARWATER FL 33761 - 4520 STORM, JACOBA 2593 COUNTRYSIDE BLVD # 7312 CLEARWATER FL 33761 - 4520 MANOCHERIAN, ESKANDAR MANOCHERIAN, FRAYDUN 2200 OLD GERMANTOWN RD DELRAY BEACH FL 33445 - 8299 DISMORE, WILLIS G DISMORE, FRANCES E 2593 COUNTRYSIDE BLVD # 7205 CLEARWATER FL 33761 - 4520 MADUZIA, MARY A 2593 COUNTRYSIDE BLVD # 7208 CLEARWATER FL 33761 - 4520 ALES, NELLO ALES, DELIA M 2207 E HUNTER DR ARLINGTON HTS IL 60004 - 7211 PETROZELLI, ANGELO A PETROZELLI, DIANE 2593 COUNTRYSIDE BLVD # 7301 CLEARWATER FL 33761 - 4520 ARROYO, NATIVIDAD 2593 COUNTRYSIDE BLVD # 7304 CLEARWATER FL 33761 - 4520 SAKALIS, HARALAMBOS SAKALIS, ANNA 130 SNOW BUNTING CT MONTGOMERY NY 12549 - 1725 CUSHING, GUSTAVE E 2593 COUNTRYSIDE BLVD # 7310 CLEARWATER FL 33761 - 4520 CONBOY, WILLIAM J THE 2593 COUNTRYSIDE BLVD # 7313 CLEARWATER FL 33761 - 4520 INVERNESS CONDO I,II,III, IV,V 2579 COUNTRYSIDE BLVD CLEARWATER FL 33761 - 4514 KUGEARES, CHRISTINA M 2593 COUNTRYSIDE BLVD # 7206 CLEARWATER FL 33761 - 4520 WRIGHT, IRENE N LE WINTER, HELEN 2593 COUNTRYSIDE BLVD # 7209 CLEARWATER FL 33761 - 4520 MACEY, RUSSELL J MACEY, DIANE P 2593 COUNTRYSIDE BLVD # 7212 CLEARWATER FL 33761 - 4520 JAVER, HENRY JAVER, LORRAINE 2593 COUNTRYSIDE BLVD # 7302 CLEARWATER FL 33761 - 4520 WASSMER, MARIA CARMEN 2593 COUNTRYSIDE BLVD # 7305 CLEARWATER FL 33761 - 4520 HORD, MARY F COMPTON, LESLIE DEAN 2593 COUNTRYSIDE BLVD # 308 CLEARWATER FL 33761 - 3554 WIGGINS, LEXIE O WIGGINS, LINDA C 2593 COUNTRYSIDE BLVD # 7311 CLEARWATER FL 33761 - 4520 HASLEY, TERRY M TRUST 411 WINDWARD PSG CLEARWATER FL 33767 - 2330 INVERNESS CONDO I THRU V HMOWN 2579 COUNTRYSIDE BLVD CLEARWATER FL 33761 - 4514 ANDRADE, ANTHONY HARRIS, JEREMIAH E MARTUCCI, JOSEPH ANDRADE, DEBORAH HARRIS, KAREN L MARTUCCI, FRANCINE 2632 BEAGLE PATHWAY 1815 TUMBLEWEED DR 200 WOODETTE DR # 405 PALM HARBOR FL 34683 - 6403 HOLIDAY FL 34690 - 6362 DUNEDIN FL 34698 - 1755 CORCODILOS, JOHN LAWRENCE, PAMELA A RONECKER, MARY CORCODILOS, ARETE 2597 COUNTRYSIDE BLVD # 105 2597 COUNTRYSIDE BLVD # 106 800 S GULFVIEW BLVD # 801 CLEARWATER FL 33761 - 3564 CLEARWATER FL 33761 - 3564 CLEARWATER FL 33767 - 3000 FONSECA, JAMES P FONSECA, CORNELIA A 603 8TH AVE EAST NORTHPORT NY 11731 - 2125 KARSOS, VASILIOS D 2597 COUNTRYSIDE BLVD # 204 CLEARWATER FL 33761 - 3565 ESCURRA, BENIGNO 2597 COUNTRYWIDE BLVD # 107 CLEARWATER FL 33761 - 3564 MASSEY, RONALD 2597 COUNTRYSIDE BLVD # 9- 110 CLEARWATER FL 33761 - 4522 MORTON, CRAIG S DOERR, JEFFREY S 3855 GOLDFINCH CT PALM HARBOR FL 34685 - 1210 DOOLITTLE, JOAN 2597 COUNTRYSIDE BLVD # 210 CLEARWATER FL 33761 - 3566 BEAVER, VERNA B 2597 COUNTRYSIDE BLVD # 113 CLEARWATER FL 33761 - 3565 MILLS, MICHAEL J THE MILLS, ANNA M THE 2593 COUNTRYSIDE BLVD # 101 CLEARWATER FL 33761 - 3548 NOVAKOVIC, DRAGAN KUKURUZOVIC, SENKA 2597 COUNTRYSIDE BLVD # 202 CLEARWATER FL 33761 - 3565 HEINE, JANE S 2597 COUNTRYSIDE BLVD # 9205 CLEARWATER FL 33761 - 4522 LE GANT, ALEXANDER 910 E PALM AVE # 10309 TAMPA FL 33605 - HEINE, JAMES W 2597 COUNTRYSIDE BLVD # 111 CLEARWATER FL 33761 - 3564 MELE, LAWRENCE MELE, DOROTHY 2597 COUNTRYSIDE BLVD # 208 CLEARWATER FL 33761 - 3566 SHARBY, MICHAEL J 2597 COUNTRYSIDE BLVD # 211 CLEARWATER FL 33761 - 3566 WESTSIDE AUTO GLASS LTD 4174 WOODLANDS PKWY PALM HARBOR FL 34685 - 3494 RECKNER, DORIS F THE 2597 COUNTRYSIDE BLVD # 117 CLEARWATER FL 33761 - 3565 WRIGHT, IAN 2519 MCMULLEN BOOTH RD STE 510 -120 CLEARWATER FL 33761 - 4173 GONZALEZ, JOHN ALEX 2597 COUNTRYSIDE BLVD # 9 -2 CLEARWATER FL 33761 - 4522 SINCLAIR, STACEYANN 2597 COUNTRYSIDE BLVD # 109 CLEARWATER FL 33761 - 3564 DOANE, MICHAEL C 2597 COUNTRYSIDE BLVD # 112 CLEARWATER FL 33761 - 3564 ROGERS, MARK R 1193 ENISWOOD PKWY PALM HARBOR FL 34683 - 2023 LEMIEUX, GERALD A 2597 COUNTRYSIDE BLVD # 212 CLEARWATER FL 33761 - 3566 HANSON, JESSE E 2597 COUNTRYSIDE BLVD # 9- 115 CLEARWATER FL 33761 - 4522 MARONO, TERESA J 2597 COUNTRYSIDE BLVD CLEARWATER FL 33761 - 4522 PEHLIS, GEORGE BILLO, EDWARD J RAMIREZ, LILLIAN 2597 COUNTRYSIDE BLVD # 213 BILLO, SUSAN M 2597 COUNTRYSIDE BLVD # 9- CLEARWATER FL 33761 - 3566 2597 COUNTRYSIDE BLVD # 214 215 CLEARWATER FL 33761 - 3566 CLEARWATER FL 33761 - 4522 P1NO, CHRISTINA D LEIGH FAMILY TRUST CAMPLIN, MARK E 2597 COUNTRYSIDE BLVD # 216 38253 SARATOGA CIR 15029 ASCOT HILLS DR S CLEARWATER FL 33761 - FARMINGTON HILLS MI 48331 - CARMEL IN 46032 - 1021 3706 ROBERTO, COLIN R ROBERTO, RAPHAEL P 2599 COUNTRYSIDE BLVD # 101 CLEARWATER FL 33761 - 3567 MARTUCCI, JOSEPH MARTUCCI, FRANCINE 200 WOODETTE DR # 405 DUNEDIN FL 34698 - 1755 POGGIO, THOMAS POGGIO, HILDA 2599 COUNTRYSIDE BLVD # 201 CLEARWATER FL 33761 - 3568 GLICOS, DEAN G GLICOS, KRISTEN M 8304 BASALISK CT NEW PORT RICHEY FL 34653 - ZECO, OMER ZECO, SAMIRA 2599 COUNTRYSIDE BLVD # 107 CLEARWATER FL 33761 - 3567 MAZOTAS, GLORIA 41 COOLIDGE AVE NEWINGTON CT 06111 - 2302 RANOSTAJ, JERRY 2785 LONG VIEW DR CLEARWATER FL 33761 - 3212 ROBBINS, SELENE H 2599 COUNTRYSIDE BLVD # 210 CLEARWATER FL 33761 - 3569 GIGIEL, SUSAN M 2599 COUNTRYSIDE BLVD # 102 CLEARWATER FL 33761 - 3567 MYERS, STEPHANIE M 11105 HUDEE CT BOWIE MD 20721 - 2431 LLAMAS, NESTOR 2599 COUNTRYSIDE BLVD # 202 CLEARWATER FL 33761 - 3568 ANDRIACCIO, JOSEPH 2599 COUNTRYSIDE BLVD # 205 CLEARWATER FL 33761 - 3568 CHRISTIAN, SYLVIA J 2599 COUNTRYSIDE BLVD # 108 CLEARWATER FL 33761 - 3567 GANDOLFO, ANTHONY GANDOLFO, STELLA 300 WOODETTE DR # 405 DUNEDIN FL 34698 - 1762 COPPOLA, LOUIS F THE 5505 SEMINARY RD # 2213 FALLS CHURCH VA 22041 - 3500 MOSKOS, THOMAS MOSKOS, MARIA 4939 MARIAN AVE WARREN MI 48092 - 2596 FLIZAK, CHRISTOPHER REVOCABLE 410 ROYAL PALM WAY SPRING HILL FL 34608 - 9429 FORA, EDISON FORA, AURELA 2911 DEER RUN S CLEARWATER FL 33761 - 3927 JANUS, JO -ANN C LIVING TRUST JANUS, JO -ANN C THE 5201 CHESTERWOOD WAY SOMERSET NJ 08873 - 5907 BRATIC, KATARINA M 2599 COUNTRYSIDE BLVD # 206 CLEARWATER FL 33761 - 3568 LEKA, ARENC LEKA, ALTIN 338 W 15TH ST NEW YORK NY 10011 - 5901 PHILLIPS, GARY 2599 COUNTRYSIDE BLVD # 112 CLEARWATER FL 33761 - 3567 CARNEY, JAMES E CARNEY, SANDRA K 2740 GULF BLVD BELLEAIR BEACH FL 33786 - 3525 GRYBAUSKAS, NYJOLA 3917 14TH LN NE ST PETERSBURG FL 33703 - 5411 HEINE, JANE S. MARTUCCI, JOSEPH BELLNAVIS, SHARON 2597 COUNTRYSIDE BLVD # 205 MARTUCCI, FRANCINE 2599 COUNTRYSIDE BLVD # 115 CLEARWATER FL 33761 - 3565 200 WOODETTE DR # 405 CLEARWATER FL 33761 - 3568 DUNEDIN FL 34698 - 1755 FONTANA, MAGDALENA S TRUST 7405 124TH ST SEMINOLE FL 33772 - 4910 KILBY, JOHN EST PO BOX 16613 CLEARWATER FL 33766 - 6613 DI PALO, JOSEPH 35 WOODLAND RD MILLER PLACE NY 11764 - 1946 OLIVER, ELIZABETH F OLIVER, AMY ELIZABETH 2599 COUNTRYSIDE BLVD # 117 CLEARWATER FL 33761 - 3568 PAPAGEORGIOU, GEORGE 2599 COUNTRYSIDE BLVD # 214 CLEARWATER FL 33761 - 3569 STAPEL, JOAN F 2599 COUNTRYSIDE BLVD # 118 CLEARWATER FL 33761 - 3568 FOURNADJIEV, VALENTIN MADJAROVA, ANNA 2599 COUNTRYSIDE BLVD # 215 CLEARWATER FL 33761 - 3569 ROZELL, STEVEN E BOYDTON CORP 2599 COUNTRYSIDE BLVD # 217 2599 COUNTRYSIDE BLVD # 218 CLEARWATER FL 33761 - 3569 CLEARWATER FL 33761 - 3569 FL POWER CORP DANIELSON LTD P O BOX 14042 11201 DANKA CIR N STE 120 ST PETERSBURG FL 33733 - 4042 ST PETERSBURG FL 33716 - 3701 Clearwater Neighbor Coalition PSSGHETTI'S III LLC 3040 GULF TO BAY BLVD CLEARWATER FL 33759 - 4359 FLS2008 -08019 - 2560 E Enterprise Road Wayne Wells n PLANNING DEPARTMENT r CITE' OF C LEARWAT E R POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLEAVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 September 17, 2008 Robert Bandes 1368 Spalding Road, Suite C Dunedin, FL 34698 RE: Development Order - Case FLS2008 -08019 2560 Enterprise Road — Radiation Oncology Center Dear Mr. Bandes: This letter constitutes a Development Order pursuant to Section 4 -202.E of the Community Development Code. On August 7, 2008, the Development Review Committee (DRC) reviewed your request for Flexible Standard Development approval to permit a medical clinic in the Commercial (C) District with lot area of 23,366 square feet, a lot width of 167 feet (Enterprise Rd.) and 151 feet (Village Dr.), a building height of 13.5 feet, a front (south) setback along Enterprise Rd. of 2.17 feet (to existing pavement), a front (east) setback along Village Dr. of zero feet (to existing pavement), a side (north) setback of zero feet (to existing pavement), a side (west) setback of two feet and 21 parking spaces (3.58 spaces per 1,000 square feet, under the provisions of Sections 2 -703.H and 6 -102.0 (Previously FLD2008- 07020) , The. r)RC' rertnmmenrlarl atnrnrnyal of tl,e nn-n.,lie-atinn with tba fn11n.�,Ing FIndI::gS �f Fact, Conclusions of Law and Conditions of Approval: Findings of Fact: 1. The 0.53 acres is located at the northwest corner of Enterprise Road East and Village Drive; 2. The subject.property is zoned Commercial (C) District, which is consistent with the underlying land use category of Commercial General (CG); 3. The subject property is currently developed with a one -story commercial building, previously used as a real estate office; 4. The proposal is to renovate the one -story building and site for a medical clinic; 5. The proposal constitutes a change of use (office to medical clinic), and under the provisions of Section 6- 102.C, the site must be brought into conformance with the parking and landscaping provisions of the Code to the maximum amount practicable; 6. In the Commercial District, a medical clinic is not listed as a Minimum Standard Development use, but rather is listed as a Flexible Standard Development use, thereby requiring approval of the use through this application (originally submitted as a Flexible Development application under Case No. FLD2008- 07020); 7. The subject property does not have any driveway access to either Enterprise Road or Village Drive, but has access to such roadways through the adjacent commercial development through an access easement; 8. Pavement for the drive aisle through this site is currently, and will continue to be, at a zero front (east) setback of zero feet to Village Drive; �1 s,,! 14. September 17, 2008 Bandes — Page 2 9. Pavement for the parking spaces serving this property is currently, and will continue to be, at a front (south) setback of 2.17 feet to Enterprise Road; 10. The interior and exterior of the existing building will be completely renovated and a small vestibule addition constructed on the east side of the building; 11. The exterior of the building will be clad with a metal siding material attached to studs, which will decrease the distance the building is located to the north property line from 10 to 9.5 feet and from the west property line from 11.1 to 10.5 feet; 12. The proposal includes the elimination of the existing parking from the east side of the building to create a patient drop -off area and an increased foundation landscaped area; 13. Code required parking for a medical clinic, based on 5,864 square feet of gross floor area, is 18 parking spaces. The proposal includes the provision of 21 parking spaces, including two handicap parking spaces; 14. A six -foot x 10 -foot dumpster enclosure for a three -yard rolling dumpster will be constructed near the northeast corner of the building, but no closer than 10 feet to the building, for trash collection purposes. The enclosure will be of a color matching the building color; 15. The existing, nonconforming sign as the street intersection will be removed, in accordance with Section 6- 104.A, and a new sign meeting Code requirements will be constructed for the project. The new sign should be a monument style freestanding sign at a maximum height of six feet, designed to match the exterior color of the building; 16. The site is being landscaped to comply to the maximum extent possible with Code requirements; and 17. There is no outstanding Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Flexibility criteria as per Section 2 -703.H of the Community Development Code; 2. The this proposal has been determined to be compliant with Section 6- 102.C; 3. That the development proposal is consistent with the General Applicability criteria as per Section 3- 913 of the Community Development Code; and 4. That the proposed development is consistent and compatible with the surrounding area. Conditions of Approval: 1. That the existing nonconforming sign be removed prior to the issuance of a Certificate of Occupancy or Completion and any new freestanding sign be monument - style, a maximum height of six feet and be designed to be compatible in design and color as the building; 2. That, prior to the issuance of any permits, a Right -of -Way Use Permit be issued by the Engineering Department to permit shrubbery in the Village Drive right -of -way; 3. That, prior to the issuance of any permits, Sheet 3/5 be revised to indicate three existing PS Phoenex palms and one existing palm (undeclared type on the east side of site adjacent to Village Dr.); 4. That, prior to the issuance of any permits, the civil plans be amended to comply with the requirements of the General Engineering, Stormwater Engineering and Fire Department comments. I concur with the findings of the Development Review Committee and, through this letter, APPROVE your application for Flexible Standard Development with the above conditions. The approval is based on, and must adhere to, the site plan received September 12, 2008. AM i 4k September 17, 2008 Bandes — Page 3 Pursuant to Section 4 -303, an application for a building permit shall be made within one year of Flexible Standard Development approval (September 17, 2009) (Note: A building permit has already been submitted to construct the improvements under BCP2008- 06324). All required certificates of occupancy shall be obtained within two years of the date of issuance of the initial building permit. The building permit must be obtained within six months of the initial permit application (after approval of this FLS case). This timeframe to obtain the initial building permit may be extended for an additional six months for cause by the Community Development Coordinator. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for the Flexible Standard Development approval for a period not to exceed one year and only within the original period of validity. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call Wayne M. Wells, Planner III, at 727 -562 -4504 or at wMe.wells@n2yclearwater.com. You can access zoning information for parcels within the City through our website: w-vvw.myclearwater.com/gov/depts/plannin Michael elk, AI Plannino TnirPrtnr S: IPlanningDepartmen6CD BlFlex Standard (FLS)Ilnactive or Finished Cases lEnterprise E 2560 Radiation Oncology Center (C) - Approved - WWIEnterprise 2560 Development Order 9.17.08.doc flR110- F?EC 2008 Pci"i +�C > "PA4ENT aC! 7 Y OF CUEAA TER ALPOLIC' MATERIALS .A. Mitsubishi Chemical FP America, Inc. innovation-style-performance www.alpolic- uso.com Four Millimeter Program Colors MBU Blue 4- CVB -70 4- HNB -50 4-HI B -ISO SOLID 4- MBU -30 BBR Red BTR Red TOR Red JLR Red AUB Blue 4 &3- BBR -30 4 &3- BTR -50 4- TOR -70 4- JLR -50 4- AUB -50 CVB Blue HNB Blue RTB Blue SCT Blue MBU Blue 4- CVB -70 4- HNB -50 4-HI B -ISO 4- SCT -60 4- MBU -30 i II I RBB Blue (� HYB Blue LOG Green TOB Black BLX Black 4- RBB -50 4- HYB -30 4- LDG -50 4- TOB -15 4 &3- BLX -30 CVG Grey BGY Grey 4 &3- CVG -50 4- BGY -70 METALLIC Metallic BSX Silver Metallic TSZ Silver Metallic TBX Silver 4- BSX -30 4- TSZ -80 4 &3- TBX -30 LArchitectural Stock Finishes and Colors SOLID Bone White 4- BNT -30 METALLIC Silver Metallic 4- SMX -30 MICA Mist White Oyster Aluminum Grey Bronze 4- MST - -30 4- CRT -30 4- AGT -30 4- JBR -30 Champagne Metallic Medium Bronze Metallic Dark Copper Metallic 4- CMX -30 4- MBX -30 4- DCX -30 ANODIZED & ANODIZED QUALITY Mica Platinum Anodic Clear 4- OPT -50 4- MNC -30 EXOTIC METALS Md Clear AO 4 -CLR 4 -AQ Copper Stainless Titanlum Zinc 4 -C12 4 -4HL 4-OTI 4-ZCA, 4 -ZCZ STONE SERIES r ,y'► . MN Black Granite Red Granite White Granite White Marble 4- LBG -80 4- LRG -80 4 -LW G -80 4 -LW M -80 ©2007 Mitsubishi Chemical FP America, Inc. All Rights Reserved TIMBER SERIES Maple 4 -M P L -30 Patina Copper 4- PSS -30 Walnut 4- WLN -30 EXPAND YOUR CREATIVE HORIZONS WITH THE RICHNESS AND VIBRANCY OF ALPOLIC®. OUR EXTENSIVE SELECTION OF SURFACE TREATMENTS AND COIL PAINTED OR NATURAL METALS ENABLE YOU TO CREATE DESIGNS AND EFFECTS THAT NO OTHER PANEL SYSTEM CAN ACHIEVE. WHETHER YOU'RE LOOKING FOR TRADITIONAL MUTED COLORS, NEWER, BRIGHTER AND CLEANER COLORS, FAUX FINISHES, METALLIC, MICA, OR NATURAL METAL SURFACES, ALPOLIC®, WITH OUR COMBINATION OF UNIQUE COATING AND PAINT TECHNOLOGY, CAN CREATE THE LOOK YOU WANT. Architectural Stock Finishes and Colors S T O C K painted colors are produced in 2 -coat or 3 -coat finishes, and are stocked in two widths: 50 and 62 inches and two lengths: 146 and 196 inches. These 4mm thick panels are manufactured to architectural standards in 4 solid colors, 4 metallics, and 1 mica. Distinctive classics of the industry, they are stocked for immediate shipment. A N O D I Z E D panels are stocked in a clear anodized Class 1 finish as well as in a panel that can be anodized to the finish of your choice. We stock both 50 and 62 -inch panels, manu- factured with 1 100 alloy aluminum. This is the purest aluminum made, and is unique to the North American market. Program Colors STONE SERIES is produced by combining a proprietary image transfer process developed by Mitsubishi Chemical with Lumiflon" resin technology. The result is a painted panel with the rich look of stone. The durable FEVE protective coatings offer all the protection of a standard fluoropolymer coating. We stock it in 62 -inch panels for your immediate needs. E X O T I C M E TA L S offer a traditional look in a truly state of the art panel system. They feature the some flatness and workability of aluminum composite but with the metal surface of your choice. Each 4mm metal panel is stocked and available for immediate shipment. PROGRAM colors from ALPOLIC® deliver design and TWO-COLOR panels were developed by ALPOLIC® performance advantages inconceivable before now. Only ALPOLIC "s FEVE paint system with Lumiflon -, a remarkable second - generation fluoropolymer coating, can produce vivid, bright colors in a wide range of glosses. In fact, ALPOLIC®'s color specialists have matched and produced over 1,500 different colors available in a 15% to 80% gloss range. This astounding range is possible only with our FEVE technology. Pick a color from the chart (we have matched over 450 metallics, 225+ micas, 130+ reds, 1 14+ whites, 145+ blues, 103+ greens, 1 17+ beiges, 56+ yellows, 50+ oranges to browns( or let us build you a color as unique as your project. Finishes are in both 2 and 3 -coat systems, and panels are stocked in either 3mm or 4mm thickness. We control all our coating internally to ensure your color is correct and meets your expectations. These colors may or may not be in stock at any time. Contact customer service for availability. over 5 years ago, thanks to proprietary coating processes that make these unique applications. Our color stylists can help you develop a color scheme that fulfills your desires, from bright and glossy to muted and subtle. We work with the architect/ designer to develop the look needed to convey your message. These systems can only be accomplished by combining the FEVE technology with our proprietary coil coating system. PEARLIZED& PRISMATIC finishes were developed by combining FEVE technology with holographic pigments in the layers to create extremely unique colors and effects. The Pearlized effect makes the surface sparkle like diamonds. The Prismatic effect actually changes colors with lighting or the movement of the sun. Please consult our Prismatic Color chart on how to build these unique colors. Three Millimeter Program Colors SOLID STR Red 3- STR -75 ETT Tan 3- ETT-30 SAW White 3 -4- SAW -G75 TRD Red 3- TRD -80 COW White 3- COW -30 RVW White 3- 4- RVW -G45 FEF Red 3- FEF -80 CTW White 3- CTW -30 BPS Pearl 3- BPS -30 MCV White 3- MCV -70 3U Blue TBU -75 DYB Blue 3- DYB -50 CBU Blue 3- CBU -50 TBL Black 3- TBL -70 CFB Blue 3- CFB -70 �w SOG Grey TXG Grey 3- SOG -75 3- TXG -70 PMB Blue 3- PMB -65 SHB Blue 3- SHB -70 FEVE /LUMIFLON -, A REMARKABLE NEW SECOND - GENERATION FLUOROCARBON COATING, MEETS THE WEATHERABILITY AND CHEMICAL - RESISTANCE STANDARDS YOU WOULD EXPECT FROM PVDF FINISHES, BUT DELIVERS DESIGN AND PERFORMANCE ADVANTAGES INCONCEIVABLE BEFORE NOW - A RICH PALETTE OF VIVID COLORS, A FULL GLOSS RANGE, EXCELLENT ADHESION, RECOATABILITY AND EVEN THE AMBIENT CURE CHARACTERISTICS OF ACRYLICS`. F E V E/ L U M I F L O N P V D F / K Y N A R DURABILITY Meets AAMA 2605 -02 Meets AAMA 2605 -02 COLOR RANGE Bright to Muted Muted Only COLOR RETENTION Excellent Excellent GLOSS RANGE 20 -80% 30 -40% GLOSS RETENTION Excellent Good CHALKING Excellent Excellent SMALL BATCH CUSTOM Yes No COLORS TOUCH-UP Excellent Poor FIELD APPLICATION Yes No R E C OATA B L E Excellent Poor PVDF RECOAT Excellent Poor COMPATIBLE For additional information, samples or a list of ALPOLIC® fabricators, please call 1- 800 - 422 -7270 or visit www.alpolic - usa.com U. S. H E A D Q U A R T E R S ALPOLIC' MATE R I A L S Mitsubishi Chemical FPAmerica, Inc. Composite Materials Division 401 Volvo Parkway, Chesapeake, VA 23320 - Telephone: 800 - 422 -7270 Facsimile: 757 -436 -1896 Lumn=Lun- www.alpolic- uso.com e -mail: infoQalpolic.com ©2007 Mitsubishi Chemical FP America, Inc. All rights reserved. ALPOLIC° is a registered trademark of Mitsubishi Chemical Corporation. LITAP3000 Rev. 4 LUMIFLON- is a registered trademark of Asohi Glass Company. KYNAR° is a registered trademark of Arkema, Inc. Three Millimeter Program Colors SOLID CNB Tan 3- CNB -30 SBR Bronze CNC Charcoal 3- SBR -30 3- CNC -30 CRY Oyster 3- CRY -50 MICA BYL Yellow 3- BYL -50 'D -NME PSK Yellow NRG Green BGN Green 3- PSK -45 3- NRG -20 3- BGN -50 PRISMATIC PEARLIZED Red Orange 3- MRT -70 3- DQO -80 TWO COLOR PANELS Mica MZG Grey 3- MZG -50 Black White Pearlescent 3- SPY -50 3- WHZ -50 DECORATIVE Red/White Blue/White Hairline Aluminum High Polished Aluminum 3- 209 -70 3- 207 -70 4 &3- HLA -80 3- HPA -80 CUSTOMIZED COLORS (NO STOCK) F. Gold Metallic ZHX -30 METALLIC Blue Metallic 3- CBZ -80 Mica MMG Green SDX White Metallic SLX Blue Metallic Blue /Blue MMG -50 SDX -30 SLX -30 202 -50 2 COAT /SOLID /MICA for /Mica mer :treatment bstrate re bstrate ?treatment mer DECORATIVE panels from ALPOLIC® use specially treated aluminum surfaces coated with crystal clear FEVE clear coats to create another technological breakthrough. HPA shines like a mirror. HLA has the look of brushed stainless steel. The tough clear coats on both panels provide the necessary protection for exterior applications. C U S T O M C O L O R S from ALPOLIC® offer both 2 and 3 -coat finishes in a virtually unlimited palette of colors, glosses and finishes. Bright and clean high gloss colors, rich metallics, low gloss earth tones, and Pearlescent and Prismatic special effect coatings are all at your command. If you can imagine a color, ALPOLIC® can make it a reality. METALLIC AND MICA — for the best color consistency in Metallic and Mica paint finishes, consider and maintain directionality during estimation, fabrication, and erection. We recommend ordering Metallic and Mica paint finishes for your entire job at one time and from one lot of material. We can provide lot matching when necessary to ensure a level of consistency. SHORT RUN CAPABILITIES — ALPOLIC®'scoil coating system allows as little as 1 ,000 square feet to be coated in any color you wish. We can provide these small quantities of custom color with the color consistency of coil coating and the controlled curing that allows extended warranties. We stock coil in 40, 50 and 62 -inch widths. The width you need 3 COAT /M ETA LLIC /P EAR LE SCE NT /PRISMATIC Cl ear/ Pea rlescenI /Pris mat ic Metallic /Color /Color Primer Pretreatment Substrate Core Substrate Pretreatment Primer combined with our short run capabilities provide the architect/ designer with endless possibilities. Let our expert staff help you with color and selection of materials. G LO S S RA N G E— It is extremely important to select the proper gloss finish. The same base color in a different gloss can change the eye's perception of the color. When submitting a color for custom matching, take the time to ensure that the gloss you desire is the same as the sample you want our color stylists to match. This will speed the custom color match process and ensure your ultimate satisfaction. Remember, the same exact color with different glosses can be visually different in appear- once and effect. THE EMERGING STANDARD IN FINISHES ALPOLIC® uses Lumiflon" (FEVE) fluorocarbon resin as the standard for both stock and pre - formulated color paint finishes. This high performance resin is the most advanced architectural fluorocarbon finish available today. FEVE delivers superior durability,. weath- erability, and chemical resistance. Lumiflon°' can produce any color in the Kynar® palette in a wider gloss range than Kynaro. Only the Lumiflon" resin system can produce our broader palette of brighter, cleaner, and more exotic colors. The sky is the limit in creating your color in glosses ranging from satin to high luster. Lumiflon^' also has the ability to be recoated with an air -dry system without any special preparation, affording the some flexibility as the coil coated products. f r ALTERATION,L..) ff0K NEW RADIATION ONCOLOGY, CENTER IN C LEARWATF K ff LO KI DA FLEXIBLE DEVELOPMENT APPLICATION JACOE3Y / TREX.LER ARCH ITECT5. PC 805 Rowena Drive Ebensburg, PA 1 593 KEfLL K E INC CONSULTING ENGINEERS 420 Allegheny Street Hollidaysburg, PA 1 6648 CJ L NGIN KI NG CONSULTING ENGINEERS 4 16 Main Street Suite 200. Johnstown, PA 15J04 E3ANDE5 CONST. C05 CONSTRUCTION MANAGER 368 Spalding Rd., Ste. C Dunedin, FL 34698 -5039 A0.0 I R COVER SHEET A 1.00R DEMOLITION SITE PLAN AND NOTES A2.00K NEW WORK SITE PLAN, DATA TABLE AND NOTES A3.00K SITE DETAILS A3.01 R EXTERIOR ELEVATIONS DRAWING INDEX LOCATION MAP I I \V J L.. %-/ I L\.J l/ /'1 I I lJ I V tA V1� a5,60 'ne���',�� YA D !^ 1 JAC013Y/TP\fXLEP\ AP\CHITECT5,PC 805 Rowena Drive Ebensburg, PA 15931 T: (814) 472.7620 F: (8 14) 472.7621 © Copyrighted 2008 155UED FOR CODE REVIEW 6/30/08 08 -105 Project Number Urology 5peciall5t5 of West Florida RADIATION ONCOLOGY CENTER IN CLEARWATER I'LORIDA 2560 ENTERPRISE ROAD CLEARWATER, FLORIDA Project Name Signature ?• ' i • to JUNE 30, 2008 ©Date gym. N.A. -n iv Scale ! ? D r L" 0 O) J( IV CD s Z oM o 00 COVER 5HEET m J ° ~ � ° N M < Drawing Title Ill y z �rn n� cin Aoso I M N v Dramnq Number oO FLwP 0 B -0 70 Zo SITE PLAN DEMOLITION NOTES: I . THE CONTRACTOR SHALL SURVEY THE EXISTING FACILITY TO CONFIRM THE SCOPE OF DEMOLITION. IN ADDITION TO WALL AND DOORS SHOWN ON THE DEMOLITION PLAN, ALSO REMOVE ALL WALL MOUNTED FIXTURES, ACCESSORIES, BRACKETS, 51GNAGE, TREES AND SHRUBS AND ALL OTHER FEATURES FOUND INSIDE THE BUILDING. 2. REMOVE AND RENDER CURRENT UTILITIES "DEAD" AND ABANDON IN PLACE UNDERGROUND PIPING AND CONDUIT. PROVIDE NEW SITE UTILITIES AND INSTALLATION TO COMPLY WITH ALL LOCAL AND STATE CODES FOR SITE INSTALLATION. 3 CONTRACTOR TO MAINTAIN SECURE SITE AT ALL z d z tv 39' -0" F_ I I I I ,I I I I + I I I I I I 1 t I LU z o� D &'I QL_ CONCRETE PAD TO REMAIN REMOVE ELECTRIC TRANSFORMER AND CONCRETE PAD REMOVE HVAC EQUIP. REMOVE ELEC. ENTRANCE REMOVE SHUBBERY AND TREES REMOVE UNDERGROUND ELECTRIC SERVICE TO BUILDING APPROXIMATE LOCATION OF UNDERGROUND ELECTRIC SERVICE REMOVE SOIL FOR NEW CONCRETE EQUIP. PAD REMOVE CONC. SIDEWALK ALONG BLDG TO SIDEWALK INTERSECTION — REMOVE STORMWATER LINE TO BULDING CORNER PROPERTY LINE ;EMOVE HVAC EQUIP. EXISTING I STORY MASONRY BUILDING 5,800 5Q.FT. IBC: TYPE II - B BUSINESS GROUP B EXISTING qURB TO REMAIN 0 EXIST. CONC. RAMP TO REMAIN — z ; w w cn W W 0 L� (� 0 L� o �- z �,z �O O w� zp - - -- — o� -- I- - -� ------ - - - --I , In I I ju I I n I �I REMOVE SHRWBERY uo AND TREES o it REMOVE CONC. SLAB REMOVE STONE VENEER TRENCH FOR NEW REMOVE CONCRETE PAVERS WATER LINE t STAMPED CONCRETE UP n II I 0, I I ! l� II p 0 -- — I- J I 1 6 `'TREE 0 1- -- - -- -- - - - - -- ----- -�-� -- fi----- 1-------- - -- - -- -- - - - - -- TIMES. NO CLAIMS OF THEFT OR VANDALISM It I —_— _ —,— — — ___L_ _ C_ —C C__= ! C�— C - -C I I �C— C� C - -C �C - -= 4 c - -= C I SHALL BE MADE TO THE OWNER. I ; I EMOVE SHUBBERY REMOVE SHUN ®ERY f j , i I I [ TREES AND TREE AN 4. CONTRACTOR TO PROVIDE ACCESS TO OWNER'S ! ! l I ► ! it SHIELDING CONTRACTOR FOR SITE STORAGE OF �-�, I i i ' l,�i MATERIALS AND INSTALLATION OF MODULAR ' I j ; ! RE OVE CONCRETE I j TREE I BLOCK VAULT. I I ; SIDEWALK AND CURB] 4 IN kONT OF BUILDING I ' n EXIST. o II I I MANHOLE U n o 5�Z�1 I I I ss�ME UI ,, sPN lP I _6 V7 n II ' II U n VE SHRUBEKY REMOVE EXTERIOR LIGHT FIXTURES AND CONDUIT (TYP.) J. ALL EXISTING CONCRETE CURBS AND SIDEWALKS I —REM-0,V17 CON E CURB, TO REMAIN UNLISS OTHERWISE NOTED ON THE ` U I SAWCUT 12" WIDE AND EXCAVATE LIGHTS ND LANTING SITE DEMOLITION PLAN. ; j APPROXIMATE LOCATION I FOR NEW FIRE PROTECTION LINE BED AND REPARE SITE 1 G. REMOVE LANDSCAPE SPRINKLER SYSTEM IN ITS ENTIRETY. + I I I I I � I I INGRESS AND EGRESS EASEMENT O.R. BOOK 4688, PAGES 154 -159 I I ` I MILL PAVING TO DEPTH NECESSARY I I I FOR I " OVERLAY TIE -IN TO EXISTING I I PAVING EXIST. FIRE HYDRANT EXIST. ANIIOLE w OF UNDERGROUND WATER FOR N A HALT U) SERVICE TO REMAIN I PAVI G W EXIST. STORM WATER INLET TO REMAIN - PRO TECT1 DURING CONSTRUCTION ACtIVITIES REMOVE CONCRETE WHEEL STOP EXIST. SIGN TO BLOCKS REMAIN EXIST. WATER METER OX E,9 i ! i i I 1 I s i I/ /� h ! / f PROPERTY LINE GAS MAIN WATER MAI ENTERPRISE AYE V p 1 Ii ((I, I� II II11 I� lI I + I I I a I I� i � z U1I� loac-2- I I OVA JAC013Y[FREXLER ARCHITECTS, PC 805 Rowena Drive Ebensburg, PA 15031 15TING CUR T: (814) 472.7620 ) REMAIN F: (8 14) 472.7621 MILL PAVING TO DEPTH NECESSARY FOR I " OVERLAY TIE -IN TO EXISTING PAVING MAINTAIN EXISTING UNDERGROUND STOKMWATEK PIPING UNDER PARKING AND TO STREET REMOVE ALUM. CANOPY STRUCTURE, COLUMNS AND FOUNDATIONS .&NOW, Q _J GRASS, TREES AND SHRUBBERY TO REMAIN UNDISTURBED IN BUFFER ZONE (TYP.) EXISTING TRAFFIC LIGHT SUPPORT 1 DEMOLITION SITE PLAN A I.00R TfiREE- Tt11RTYSECONDS INCH =ONE FOOT 0 4 8 16 UffnUfluffm © Copyrighted 2008 155UED FOR CODE REVIEW 6/30/08 pia "• 08 -105 Project Number Urology 5peClabts of West Florida RADIATION ONCOLOGY CENTER IN CLEARWATER FLORIDA 2560 ENTERFR15E ROAD CLEARWATER, FLORIDA P %Iect Name -0 ©Date JUNE 30, 2008 AS SH0 ' N� °� r ,; o CA 5cale o �✓ ai`i Pe. O W z IT1 DEMOLITION SITE 5];' " J o PLAN AND NOTES? ° o M n TI z Dramnng Title A tv z7 cn M N rU 000KW W Drawing Number SITE DATA TABLE FOR DEVELOPMENT ZONING ANALY515 REQUIRED PROPOSED 1. SITE IS EXISTING WI H 5,800 SQUARE FOOT STING BUILDING STRUCTURE. 23,3G6 OVERALL SITE 15 25,418 SQUARE FEET. . NUMBER OF EX15TING DWELLING UNITS ` NONE DESCRIPTION: it iir NUMBER OF PROPOSED DWELLING UNITS A TRACT OF LAND LYING N THE NORTHEAST 14 OF SECTION 31, TOWNSHIP 28 NONE GRO55 FLOOR AREA DEVOTED TO PARKING SPACES SOUTH, RANGE I G EAST, INELLA5 COUNTY, LORIDA. 5,800 5,80 2. EXISTING SITE RESIDES I COMMERCIA DISTRICT "C ". INDICATES INTERIOR 18 21 LANDSCAPING 1 1,003 3. MEDICAL CLINICS: . 1 1,003 S W--� OFFICIAL RECORD5 BOOK AND PAGE NUMBERS OF ALL EXISTING UTILITY EASEMENT a. THE USE AND DESIGN O THE PA EL PROPOSED FOR DEVELOPMENT IS NONE NONE COMPATIBLE WITH THE 5URRO NDING AREA. 22' -0" VARIES b. OFF - STREET PARKING: TH PHY CAL CHARACTERISTICS OF A PROPOSED IMPERMEABLE SURFACE RATIO (1.5.R.) 9 BUILDING ARE SUCH THAT THE LI L USES OF THE PROPERTY WILL REQUIRE FEWER FLOOR AREA RATIO (F.A.R.) FOR ALL NONRESIDENTIAL USES PARKING SPACES PER FLOOR AREA HAN OTHERWISE REQUIRED OR THAT THE'U5E OF SIGNIFICANT PORTIONS OF,TH UILDING WILL BE USED FOR STORAGE OR OTHER NON- PARKING DEMAND - GENERATI G .URP05E5: 4. ZONING REQUIREMENTS REQ IRE 18 ARKING SPACES, DESIGN PROVIDES FOR 2 SITE DATA TABLE FOR DEVELOPMENT EXISTING REQUIRED PROPOSED LAND AREA IN SQUARE FEET AND ACRES 23,3G6 23,3GG NUMBER OF EX15TING DWELLING UNITS NONE NONE NUMBER OF PROPOSED DWELLING UNITS NONE NONE GRO55 FLOOR AREA DEVOTED TO PARKING SPACES 5,800 5,80 TOTAL NUMBER OF PARKING SPACES 18 21 TOTAL PAVED AREA, INCLUDING ALL PAVED PARKING SPACES * DRIVEWAYS. WRE55ED IN 5QUARE FEET PERCENTAGE OF THE PAVED VEHICULAR AREA 1 1,003 . 1 1,003 S W--� OFFICIAL RECORD5 BOOK AND PAGE NUMBERS OF ALL EXISTING UTILITY EASEMENT NONE NONE BUILDING AND 5TRUCTURE HEIGHTS 22' -0" VARIES 22' -0" VARIES 95 IMPERMEABLE SURFACE RATIO (1.5.R.) 9 , FLOOR AREA RATIO (F.A.R.) FOR ALL NONRESIDENTIAL USES PARKING SPACES. -� EX ENT OF NEW I' OVERLAY. 5. "C" DISTRICT FLEXIBLE DE V LOPMENT ST NDARD5 -Of fICE5 MIN, LOT AREA = 3,5 0- 10,000 5F. T PROPERTY LI © Copyrighted 2008 MIN. LOT WIDTH = 3 -100 FT. TIE -IN NEW DOWN5POUT5 WITH MAX. HEIGHT = 25- 0 FT. " a PVC BOOT TO NEW 6 STORMWATER KAW FRONT = 15 5 FT POINT F EGINNING - MIN. 51DE = 0 -I0 r LINE 155UED FOR CODE_REVIEW G/30/08 FOUND ' " CUT (0.26' MIN. REAR = L 0- Off . MIN., OFF - STREET PARKING = 3 -4 SPACES P R 1,000 GFA 1 �� MAINTAIN UNDERGROUND I NC INTO W. E GE OF 51DEWALK) 4 -0 HIGH METAL STUD 5TORM WATER PIPING RAM 0 AND EIF5 ENCL05URE (EIFS RE 49' -5.. 15' -4" COLOR TO MATCH BUILDING) EXISTING PROPERTY LINE (1 7.28' -- — — -- -- -- -- -- — -- -- -- -- -- -- — — — -- — -- — -- ' . CT CHILLER NEW 4" CONCRETE ' .....' ( ' MAINTAIN NEW ERLAY �p NEW 4 CONCRETE PAD FOR SLACK BARREL 7' -G" ' �; ' PAVING EDGE I H fX15ITNG FAO , TRASH. HANDLING AREA �G EQUIP PAD I - ��� LINAC CHILLER 4 -0 i11G11 METAL STUD -- 121-311 I AND E1F5 ENCL05URE (EIFS ' COLOR TO MATCH BUILDING) ; I EX15TING I STORY < NEW 4" CONCRETE , I MASONRY BUILDING 51DEWALK I 5,864.5Q.FT. 5�2� EXIST. I v E0 MANHOLE NORTH �n IBC: TYPE 11 B g5 `f • �P ' 24' -a' C `!`� BUSINESS GROUP B - -1 r N FIRE LANE CLEARANCE Z ►s,l �,_ —_ , I -- <, 05-105 wl _ •, � Project \ I ='I '4 Urology 5peciall5t5 of West Florida bZ NEW 5" CONCRETE LOCATION FOR NEW WATER METER I p 51DEWALK VALVE BOX, ELECTRIC ENTRANCE AND ; , ;OVERLAY PAVING Iz j cL 10' -6" - - -- GA5 SERVICE ENTRANCE c • . LUSH WITH NEW 1 IS i ICONCRETE RADIATION ONCOLOGY ` 61DEWALK EX15TING CONCRETE F -- % c Lu `� CENTER IN CLEARWATER 1 51DEWALK - , • c c . T -5.. <1 i 4 , c c , c r <• 1 C' fir— -�� - -� - -- - -_�. , , � i� �-�- FLOi�I DA ` , r 1 .<, ' < i < , c .4 L / I q <d r:r• <.. C SC r "� /j/ L , zrzl Q. � g TRIPED ACCE55113LE r/ 1 / rr / �r /, 241-011 OUTS :� ...1 cal •r., Grp /! ir�rr /irrri /� 25GO ENTERPRISE ROAD r IAJ i ri r/ CLEARWATER, FLORIDA /, - rrl Grr 1 2 3 4 5 6 7 8 9— 10 11 // rr/ rr irri v rr irlir. /, EX15TING TREE Yr, r /!, /.rr Probed Name 12' -0" 5' -0" 12' -0" A I z.o GRA55, TREE5 AND 5HRUBBERY L-------- - - - - -- J - TO REMAIN UNDISTURBED IN 15T. STORM R LET TO REMAII'� PROTE T D RING CON5T TION ACTIVI FIE5 BUFFER ZONE (TYP. ) NOTE; PROVIDE NEW BITUMINOUS ASPHALT OVERLAY. RE5TRIPE LOT FOLLOWING EX15TING PARKING LAYOUT R EX EIN5TALL CONCRETE WHEEL 5TOP IST. SIGN TO i BLOCKS AFTER NEW .OVERLAY PAVING • r�,r�, .REMAIN n 1 15 COMP ETE EXISTING CURB ' %!i /ii V. / i,, TO REMAIN I �. �i!i!�!i! Signature J U N E 30, 2008 /,,r. EXI5TING. TRAFFIC LIGHT 5UPPORT ©pate / 12 13 14 1 IG 17 18 1e) 20 2I INGRE55 AND EGRE55 EASEMENT O.R. BOOK 4688, PAGE5 154 -159 AS SHOWN EXTENT OF NEW I OVERLAY TO PROPERTY LINE -- -- -- PROPERTY LINE _- I NEW WORK SITE PLAN NEW WORK 51TE PLAN$ A2.O THREE - THIRTYSECONDS INCH =ONE FOOT � DATA TABLE AND NOTES GAS MAIN o a e 16 d EX15T. FIRE _ HYDRANT Drawing Title WATER MAIN EXIST. neonlHnl F EX15T. WATER METER BOXES I - A ROUND END CORNER P05T P05T TOP RAIL TIE CHAIN LINK FABRIC, TOP SELVAGE TWISTED c o�Y '� i i • � HOG RING TURNBUCKLE `— ADJUSTABLE TENSION BAR TRUSS ROD 10' -0' 13048MMI MAX SPACIN POST TOP GATE POST END CORNER POST TOP OPTIONS STANDARD FLAT A4 F] END * CORNER 05T TOP OPTIONE TOP * BOTTOM FABRIC OPTIONS 5TANDARD CHAIN LINK KNUCKLE AN R FULCRUM LATCH A ION 450 B/W ARM LINE POST (ROUND OR "C ") LINE POST TIE MIN DEPTH IN: 3G" ROUND END CORNER P05T I .GG" [42.2MM] Q 5/8 ") OD TOP RAIL L °J FENCE SECTION ELEVATION - ROUND END POSTS NOTES: 1. FOOTING WIDTH TO BE (4)X P05T WIDTH. MINIMUM DEPTH 30 [914MM]. --Hit Illu GATE PLAN ALL JOINTS WELDED TO MAKE DROP BAR A SOLID FRAME I V I V ( MIN DEPTH L _ J L _ J IN: 36" GATE ELEVATION NOTES: 1. METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS. 2. FOOTING WIDTH TO BE (4)X P05T WIDTH. TYP. FENCE DETAILS A3.00R 1/4" =1'-o" i i i OB SINGLE GATE LATCH / OA GATE HOLDBACK @ DROP BAR BRACE RAIL VTEIONOR /OFFSET LUG OE RO,- ND P05T HINGE ° FOR [7GMM], 4" [ 102MM], R G 5/8" [ 1 G8MM], D vv 8 5/8" [219MM] AND 10 3/4" [273MM] TRUSS ROD OD POSTS AR NOTES: 1. METRIC DIMEN51ON5 ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS. 2. SPECIFICATIONS SHOWN CAN BE CHANGED BY MASTER HALCO ONLY. 2'-0" WIDE DETECTABLE WARNING° STRIP COMPLYING WITH ADA TITLE 49, PART 37.9, APPENDIX A, SECTION 4.29.2 C 5 % MAX. SLOPE DOWN tL- O SIDEWALK � PAVING FLUSH FOR WIDTH OF HANDICAPPED PARKING SPACES CORNER OR END OR TE POST I' -0" SIGN - 'HANDICAPPED PARKING' CITY INDEX NO. 1 19 WHITE BORDER SYMBOL _- W1d BLUE BACKGROUND = :. BLACK BORDER LETTERS PARKING BY DISABLED WHITE BACKGROUND PERMIT ONLY BLACK BORDER * LETTERS $255 FINE WHITE BACKGROUND F.S. 318.18 ROUND TERMINAL P05T5 LOOP CAP BRACE RAIL 5/1 G" [8MM] 0 BOLT W/ HEX NUT BRACE RAIL RAIL END W /OFFSET LUG BRACE BAND ROUND LINE POST LINE POST ELEVATION 0 END, CORNER, OR GATE POST NOT ELEVATION 2I • t LL RMIgC�DI�ME�NSIONpSNAFROE NOMINAL DEEQpUIIVgALL�ECNTSS TO U.S. DIMENSIONS. 3: ALL GALVANAZEDOF�TTINGgYOTCOFt�FORM TO ASTM -A I I5J.G ( I - 25 -74). RELOCATED CONC. WHEEL STOP 000 5% MAX. SLOPE DO .o. WHITE PAINTED 5YM5 OF ACCESSIBILITY 4" WIDE WHITE PAINT LINE GYP.) 12' -0" 12' -0" STRIPED ACCE55 AISLE GO" MIN FOR CARS A HANDICAP PARKING STALL 235" �" 0.9" DIA. 0 0 0 0 o I o I o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O�tn 0 0 0 0 0 0 0 0 0 0 0 0 m 0 0 0 0 0 0 0 0 0 0 0 0 N DIA. VARIES D O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ►n 0 0 0 0 0 0 0 0 0 0 0 0 m 0 0 0 0 0 0 0 0 0 0 0 O�cV 0 0 0 0 0 0 0 0 0 0 0 0 PATTERN tV �O 0.9" VARIES SECTION B RAMP PATTERN DETAIL A3.00R It= Iii-oll 4" PORTLAND CEMENT CONCRETE a WT Sit., 0 � V �-/o D G" SAN D BASE COMPACT 5UBGRADE TO MIN. 95% MODIFIED PROCTOR AT +/- 2% MOISTURE CONTENT TYP. SIDEWALK DETAIL A3.00R ALL LETTERS 1" SERIES "C" STANDARD PRE-PAINTED DISABLED PARKING SIGN ON 118" THICK SHEET ALUMINUM 2" HOT DIPPED GALVANIZED o STANDARD WEIGHT STEEL PIPE li i it l li i- rml l co N 8" X 2' -G" CONCRETE MASS. FIN15H TOP OF MA55 LEVEL WITH A SLIGHT RAISED WASH APPROXIMATELY 1/2" ABOVE ZD TURF /SOD. G" TYP. HANDICAP 51GN DETAIL A3.00 R Iff, JACOBY/TREXLER ARCHITECTS, PC 805 Rowena Drive Ebensburg, PA 15931 T: (814) 472.7620 F: (b 14) 472.7621 © Copyrighted 2008 155UED FOR CODE REVIEW G/30/08 NORTH Project Number 08 -105 Urology 5peclali5t5 of West Florida RADIATION ONCOLOry CENTER IN CLEARWATER FLORIDA 2560 ENTERPRI5E ROAD CLEARWATER, FLORIDA Project Name GATE POST CHAIN LINK FABRIC FULCRUM LATCH W/ STRIKE STRAP 2 [50MM] 50 GATE FRAME OW 4 SIDES) TEN51ON BAR (W 4 SIDES) 2 1/2" [G4MM] T-,�1� I V I V ( MIN DEPTH L _ J L _ J IN: 36" GATE ELEVATION NOTES: 1. METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS. 2. FOOTING WIDTH TO BE (4)X P05T WIDTH. TYP. FENCE DETAILS A3.00R 1/4" =1'-o" i i i OB SINGLE GATE LATCH / OA GATE HOLDBACK @ DROP BAR BRACE RAIL VTEIONOR /OFFSET LUG OE RO,- ND P05T HINGE ° FOR [7GMM], 4" [ 102MM], R G 5/8" [ 1 G8MM], D vv 8 5/8" [219MM] AND 10 3/4" [273MM] TRUSS ROD OD POSTS AR NOTES: 1. METRIC DIMEN51ON5 ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS. 2. SPECIFICATIONS SHOWN CAN BE CHANGED BY MASTER HALCO ONLY. 2'-0" WIDE DETECTABLE WARNING° STRIP COMPLYING WITH ADA TITLE 49, PART 37.9, APPENDIX A, SECTION 4.29.2 C 5 % MAX. SLOPE DOWN tL- O SIDEWALK � PAVING FLUSH FOR WIDTH OF HANDICAPPED PARKING SPACES CORNER OR END OR TE POST I' -0" SIGN - 'HANDICAPPED PARKING' CITY INDEX NO. 1 19 WHITE BORDER SYMBOL _- W1d BLUE BACKGROUND = :. BLACK BORDER LETTERS PARKING BY DISABLED WHITE BACKGROUND PERMIT ONLY BLACK BORDER * LETTERS $255 FINE WHITE BACKGROUND F.S. 318.18 ROUND TERMINAL P05T5 LOOP CAP BRACE RAIL 5/1 G" [8MM] 0 BOLT W/ HEX NUT BRACE RAIL RAIL END W /OFFSET LUG BRACE BAND ROUND LINE POST LINE POST ELEVATION 0 END, CORNER, OR GATE POST NOT ELEVATION 2I • t LL RMIgC�DI�ME�NSIONpSNAFROE NOMINAL DEEQpUIIVgALL�ECNTSS TO U.S. DIMENSIONS. 3: ALL GALVANAZEDOF�TTINGgYOTCOFt�FORM TO ASTM -A I I5J.G ( I - 25 -74). RELOCATED CONC. WHEEL STOP 000 5% MAX. SLOPE DO .o. WHITE PAINTED 5YM5 OF ACCESSIBILITY 4" WIDE WHITE PAINT LINE GYP.) 12' -0" 12' -0" STRIPED ACCE55 AISLE GO" MIN FOR CARS A HANDICAP PARKING STALL 235" �" 0.9" DIA. 0 0 0 0 o I o I o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O�tn 0 0 0 0 0 0 0 0 0 0 0 0 m 0 0 0 0 0 0 0 0 0 0 0 0 N DIA. VARIES D O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ►n 0 0 0 0 0 0 0 0 0 0 0 0 m 0 0 0 0 0 0 0 0 0 0 0 O�cV 0 0 0 0 0 0 0 0 0 0 0 0 PATTERN tV �O 0.9" VARIES SECTION B RAMP PATTERN DETAIL A3.00R It= Iii-oll 4" PORTLAND CEMENT CONCRETE a WT Sit., 0 � V �-/o D G" SAN D BASE COMPACT 5UBGRADE TO MIN. 95% MODIFIED PROCTOR AT +/- 2% MOISTURE CONTENT TYP. SIDEWALK DETAIL A3.00R ALL LETTERS 1" SERIES "C" STANDARD PRE-PAINTED DISABLED PARKING SIGN ON 118" THICK SHEET ALUMINUM 2" HOT DIPPED GALVANIZED o STANDARD WEIGHT STEEL PIPE li i it l li i- rml l co N 8" X 2' -G" CONCRETE MASS. FIN15H TOP OF MA55 LEVEL WITH A SLIGHT RAISED WASH APPROXIMATELY 1/2" ABOVE ZD TURF /SOD. G" TYP. HANDICAP 51GN DETAIL A3.00 R Iff, JACOBY/TREXLER ARCHITECTS, PC 805 Rowena Drive Ebensburg, PA 15931 T: (814) 472.7620 F: (b 14) 472.7621 © Copyrighted 2008 155UED FOR CODE REVIEW G/30/08 NORTH Project Number 08 -105 Urology 5peclali5t5 of West Florida RADIATION ONCOLOry CENTER IN CLEARWATER FLORIDA 2560 ENTERPRI5E ROAD CLEARWATER, FLORIDA Project Name Drawing Title • Drawing Number Signature JUNE 30, 2008 ©Date A5 5HOWN f V Scale QJ u 51TE DETAILS Drawing Title • Drawing Number lV N lV Ep b 33-AP PREFINISHED METAL COPING BY A.000BOND ALUCOBOND ROUTE 4 RETURN WET SEAL PANEL. SYSTEM OVER META 5'WDPURRING 1 FRONT ELEVATION A3'01 R ONE -EIGTH INCH = ONE FOOT 0 4 8 FIG b N PREAANUFACTURED HIGH E LOAD HANGER ROD LOUV= A3.04 MRNLSHED METAL COPING CANOPY / SUN SCI= (YE.) � BY AWCOBOND 'j�— ly `.? AWCOBOND ROUTE 4 RETURN WET 5EAL PANEL 5Y5TEA OVER METAL 5TUD FRAMING, CONTRASTING COLOR AWCOBOND ROME RETURN WET SEAL PANEL SYSTEM OVER METAL STUD FRAMING. CONTRASTING COLOR PREFINISHED METAL COPING BYAWC05M N 2 5I DE ELEVATION A3.01 R ONE -EIGTH INCH = ONE FOOT 0 4 8 FIG 3z4y - AUTOMATIC ENTRY DOOR PARAPET BEYOND (TYP-) PRE ANUPACTURYD HIGH LOAD HANGER ROD LOUVOW CANOPY/ SUN 5CREEN (TYP.) CIRCULAR! CANOPY H fi �A3.65 N io fV 0� N EQ ,yN V( N DROP OFF DROP N N %W CANOPY iy .3 tV N — � I, _ N N lV b T z b PROVIDE 5MST bL= Al UCOBOND ROUTE 4 RETURN PREFINISHED ALUMINUM WHERE CANOPY RANLFADER WET SEAL PANEL SYSTEM OVER FRAME AND GLAZING (YE.) OUTFALVS NEAR GROUND METAL STUD FRAMING. CONTRASTING COLOR ME Elm E III .. ■ice �_�_ ■��� �� ■ ■1 ■_■ INEEN ■ ■ ■ ■ ■ ■E WED ALUMINUM AND GLAZING (rtl*.) PREFIN&W ALUMINUM WET SEAL PANEL SYSTEM OVER AULICDBOND ROUTE WET SDI PANEL SYSTEM OVER WET SEAL PANEL SYSTEM OVER CONTRASTING COLOR METAL STUD FRAMING, METAL STUD FURRING CONTRASTING COLOR AWCOBOND ROME RETURN WET SEAL PANEL SYSTEM OVER METAL STUD FRAMING. CONTRASTING COLOR PREFINISHED METAL COPING BYAWC05M N 2 5I DE ELEVATION A3.01 R ONE -EIGTH INCH = ONE FOOT 0 4 8 FIG 3z4y - AUTOMATIC ENTRY DOOR PARAPET BEYOND (TYP-) PRE ANUPACTURYD HIGH LOAD HANGER ROD LOUVOW CANOPY/ SUN 5CREEN (TYP.) CIRCULAR! CANOPY H fi �A3.65 N io fV 0� N EQ ,yN V( N DROP OFF DROP N N %W CANOPY iy .3 tV N — � I, _ N N lV b T z b PROVIDE 5MST bL= Al UCOBOND ROUTE 4 RETURN PREFINISHED ALUMINUM WHERE CANOPY RANLFADER WET SEAL PANEL SYSTEM OVER FRAME AND GLAZING (YE.) OUTFALVS NEAR GROUND METAL STUD FRAMING. CONTRASTING COLOR 1010101m IN MINIM ■ ■ ■ 2� PRIMANUPACIURED HIGH PREFINISHED METAL COPING LOAD HANGER ROD LOUVERFD BY AWCOBOND ,,. CANOPY / 5UN SCREEN TTYP.) N N N b ALUCOBOND ROUTE 4 RETURN PREPIM5HED ALUMINUM WETSEA. PANELS15TEM OVER FRAME AND GLAZING (ftPJ METAL STUD FURRING PARAPET BEYOND iV lV N �1 N b PRE9MSNED METAL SCUPPER AND DOWNSPOUT. PROVIDE PVC 5OOT AND TIE INTO DaST. 5TORMWATER PIPING (IYP.) B A3,03 PREFINI5HED METAL COPING BY ALUCOBOND J ALUCOBOND ROUTE * RETURN WET SMAI. FANEL5Y5TEM OVER METAL STUD FURRING OUA JAC015Y/TREXLER ARCHITECTS, PC 805 Rowena Drive Ebensburg, PA 15931 T: (8 14) 472.7620 F: (814) 472.7621 © Copyrighted 2008 155UED FOR CODE REVIEW 6130108 08 -105 3 E ELEVATION Probed Number 5 I D A3.01 R ONE -EIGTH INCH = ONE FOOT Urolog 5peciall5t5 of West Florida 0 4 8 I VTftuTu%Tffw RADIATION ONCOLOGY PREfINISHEDMETALODFING CENTER IN CLEARWATER VYALUCODONID u � FLORIDA ALUCOBOND ROUTE 4 RETURN WET SEAL PANEL SYSTEM OVER METAL 5TU0 FURRING 25GO ENTERPR151] ROAD N b CLEARWATER, FLORIDA N N �LJ I Project Name Ito to ' Gj �G�' ♦♦F' . Signature JUNE 30, 2008 ©Date N -n N A5 5NOWN _ o r en Scale D v O "z CD EXTERIOR ELEVATION5 0 o z -4 o N -< O ✓-p C) -Q m z Drawing Title I /� p) xI V n m A3oO I K N W N v Drawing Number EM io fV ,yN V( N N iy .3 tV N I, b J ALUCOBOND ROUTE * RETURN WET SMAI. FANEL5Y5TEM OVER METAL STUD FURRING OUA JAC015Y/TREXLER ARCHITECTS, PC 805 Rowena Drive Ebensburg, PA 15931 T: (8 14) 472.7620 F: (814) 472.7621 © Copyrighted 2008 155UED FOR CODE REVIEW 6130108 08 -105 3 E ELEVATION Probed Number 5 I D A3.01 R ONE -EIGTH INCH = ONE FOOT Urolog 5peciall5t5 of West Florida 0 4 8 I VTftuTu%Tffw RADIATION ONCOLOGY PREfINISHEDMETALODFING CENTER IN CLEARWATER VYALUCODONID u � FLORIDA ALUCOBOND ROUTE 4 RETURN WET SEAL PANEL SYSTEM OVER METAL 5TU0 FURRING 25GO ENTERPR151] ROAD N b CLEARWATER, FLORIDA N N �LJ I Project Name Ito to ' Gj �G�' ♦♦F' . Signature JUNE 30, 2008 ©Date N -n N A5 5NOWN _ o r en Scale D v O "z CD EXTERIOR ELEVATION5 0 o z -4 o N -< O ✓-p C) -Q m z Drawing Title I /� p) xI V n m A3oO I K N W N v Drawing Number EM YA7 SEAL PANEL SYM OM Wr SEAL. PAM SYM 0%M OWRAMM OM NUAL SM FRAMMM NUAL SM FtFSW CONWASM 0= (', FRONT ELEVATION A3.01 C N.T.S. t� 2 SIDE ELEVATION A3.01 C N.r.s. 3 SIDE ELEVATION A3.0 I C N.T.S. 4 REAR ELEVATION A3.0 I C N.T.S. 0V A JAC015Y/TREXLER ARCHITECTS, PC 805 Rowena Drive Ebensburg, PA 1 5931 T: (8 14) 472.7620 F: (6 14) 472.762 © Copyrighted 2008 ISSUED FOR CODE REVIEW G/30/08 08 -105 Project Number Urology Special 15t5 of West- Florida RADIATION ONCOLOGY CENTER IN CLEARWATER FLORIDA 2560 ENTERPR151f ROAD CLEARWATER, FLORIDA Project Name 5ignature JUNE 30, 2008 ©Date AS 5HOWN 5cale EXTERIOR ELEVATIONS C 0j- W, gkOtI 7-10 1 Drawing Title � ® Y. Lw A3,v 0 1 C Drawing Number 3 w N M I 0 0 N i 3 v d c 0 0 0 0 C 0 N r) I m 0 0 N m 0 0 i U N ` a N V a` X E cv I 00 0 N GENERAL LANDSCAPE NOTES 1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum plant growth. 2. All recommended trees and plant materials will be graded as Nursery Grade No. 1 or better as outlined by the Florida Department of Agriculture and Consumer Services, Division of Plant Industry "Grades and Standards for Nursery Plants ", 7th Edition, 1998 as revised from time to time. 3. All planting shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved practices. 4. All plants shall be fertilized with Agriform 20 -10 -5 tablets as per the manufacturers specifications in conjunction with note # 5. 5. The planting soil shall be the approximate proportions as follows: 50% sand and 50% organic 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 also be free of all extraneous debris, such as roots, stones, weeds, etc. 6. All planting areas shall receive a 3" layer of recycled hardwood log mulch, which is to be watered -in after installation. 7. The plant material schedule is 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. 8. Plants shall meet size, container, and spacing specifications. Any material not meeting specifications shall be removed and replaced at the contractor's expense. 9. All tree and shrub locations are subject to change. All locations shall be approved by the City Project Manager prior to planting. 10. The Landscape Contractor shall be responsible for examining fully both the site and the bid documents. Discrepancies in the documents or the actual site conditions shall be reported to the City Project Manager in writing at the time of bidding or discovery. No account shall be made after contract completion for failure to report such condition, or for errors on the part of the Landscape Contractor at the time of bidding. 11. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to perform the work set forth in this plan set and the specifications. 12. Plant material shall be bid as specified unless unavailable, at which time the City Project Manager will be notified by telephone and in writing of intended changes. 13. Any and all questions concerning the plan set and /or specifications shall be directed to the City Project Manager at (727) 562 -4737. 14. There shall be no additions, deletions or substitutions without the written approval of the City Project Manager. 15. The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) months from final acceptance by the City Project Manager. 16. All dimensions to be field- checked by the Landscape Contractor prior to landscape material installation. Discrepancies shall be reported immediately to the City Project Manager. 17. All materials. must be as specified on the landscape plan. If materials or labor do not adhere to specifications, they will be rejected by the City Project Manager with proper installation carried out by Landscape Contractor at no additional cost. 18. All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications. 19. No contractor identification signs shall be permitted on the project, except for the project information signs. 20. Existing sod shall be removed as necessary to accomodate new plantings. 21. Any existing sod areas that are unnecessarily disturbed during the landscape installation shall be resodded to match existing. 22. The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all debris generated during the installation of this project. IRRIGATION NOTES 1. A low volume irrigation system, that provides 100% coverage to all proposed plantings, will be designed and installed by the Contractor. 2. The proposed Irrigation System must meet or exceed all applicable City code requirements. (i.e., Back Flow Prevention, Automatic Rain Shutoff Device, etc...) 3. Irrigation shop drawings must be submitted and approved by the City prior to the Commencement of work. 4. Irrigation system must be inspected and accepted by City Project Manager prior to installation of mulch. 5. Irrigation as -built drawings, which accurately and clearly identify all modifications & /or substitutions, must be submitted prior to final inspection and acceptance. 6. The existing 5/8" water meter will be utilized for this Irrigation System. 7. The Landscape Contractor must coordinate the placement and power supply for the irrigation control timer with the City and the General Contractor. 8. The following irrigation system components will be utilized, per each manufacturers' specifications. Toro- Netafim TechLine Self Cleaning, Pressure - Compensating Emitter Line HARDIE - Raindial 6 Station Outdoor Control Timer Richdole - 214APR 1" Electric Valve Amtec - 10" Round Valve Box. FERTILIZATION NOTES / � SHRUBS AND TREES PALM TREE 91 OAK TREE All trees and shrubs shall be fertilized with " Agriform" 20 -15 -5 planting tablets at time of installation and prior to completion of pit backfilling. Tablets shall be placed uniformly around the root mass at a depth that is between the middle and bottom of the root mass. APPLICATION RATE: AREA NORTH 1 Gallon can: 1 - 21 gram tablet 3 Gallon can: 2 - 21 gram tablets 5 Gallon can: 3 - 21 gram tablets 7 Gallon can: 4 - 21 gram tablets Trees: 3 - 21 gram tablets each 1/2" of caliper Palms: 7 - 21 gram tablets GROUNDCOVER AREAS All groundcover areas shall receive fertilization with "Ozmocote" time release fertilizer as per manufacturer's specifications. # DATE 1:7WT 61 Eel ►1 C_ 0 F IXORA HEDGE (IC) (TYP.) --� WESTERLY PERIMETER: 5' BUFFER REQUIRED PROPOSED BUFFER 2.2 TO 5 FEET 4 LIVE OAK (PROPOSED) 59f IXORA (PROPOSED) INTERIOR - LANDSCAPING AREA (SOLID HATCH) (ALSO A PART OF THE 5' BUFFER APPROX. TREE DRIPLINE (TYP.) 6'r 1, s d 0 �A NORTHERLY PERIMETER 5' BUFFER REQUIRED - 5. 5' / PROPOSED BUFFER 5 FEET 3 LIVE OAK (PROPOSED) 40f IXORA (PROPOSED) �\� 6 'D op F_0� EGG \0 5 \Q��lPS Ge��e w �\N G•P� \0� \���\\\ / � PALM TREE 91 OAK TREE Q t\P� 00\ BUFFER 51 MINIMUN REQUIREMENTATTIME PROPOSED s IXORA HEDGE HTE (IC) ) h t \�COM e� pe REQUIRED cl, o AREA NORTH TREE TO BE REMOVED (TYP.) 2- RELOCATED 18" \�G N5 PHOENIX PALMS 35' 3 EXISTING 2-18" PHOENIX 100% PALMS ARE TO BE 361 SF RELOCATED TO WESTERLY 5 FEET SIDE OF BUILDING SYMBOL CREPE MYRTLE (U) (TYP.) BIOLOGICAL NAME CLASSIFICATION REQUIRED WC t ° \\ \G 5\ �C) y0 4PN 0 �0 �J P� G t\1;P g\0 EXISTING TREE LEGEND PLANT SPECIES BUFFERS: PALM TREE 91 OAK TREE Q PINE TREE FOUNDATION LANDSCAPING 3f IXORA (PROPOSED) REMAINDER OF REQUIRED 5' LANDSCAPE AREA -TO-BF PLANT LEGEND SIM QV - LIVE OAK LI - CREPE MYRTLE CD IC - IXORA TREE TO BE REMOVED 1V PLANTED WITH' GROUNDCOVER 0' 20' 40' FOUNDATION LANDSCAPING SCALD: 1" = 20' 1 CRAPE MYRTLE (PROPOSED) 6f IXORA (PROPOSED) REMAINDER OF REQUIRED 5' LANDSCAPE AREA TO BE PLANTED WITH GROUNDCOVER EASTERLY PERIMETER 10' BUFFER REQUIRED - PROPOSED BUFFER 0 TO 10 FEET 1 LIVE OAK (EXISTING) 1 PALM TREE (EXISTING �s 24f IXORA (PROPOSED) •a 1- CRAPE • �c MYRTLE G ° c� \, 5 \ID n LANDSCAPING i G FOUNDATION 3 CRAPE MYRTLE (PROPOSED) ! 13f IXORA (PROPOSED) REMAINDER OF 5' LANDSCAPE AREA TO BE PLANTED WITH O QQo�� �?\\ �PeGROUNDCOVER 2\ \� es Ise ,-\ 11 o ' s � G °�Qe\F" O ?° o , OG FOUNDATION LANDSCAPING 2 CRAPE MYRTLE (PROPOSED) \ ( D o 11t IXORA (PROPOSED) d� REMAINDER OF 5' LANDSCAPE AREA \� TO BE PLANTED WITH GROUNDCOVER \ ' k O .+ 1v • . e- G 3 \�F tO X55 e i .G F G 10 \e� c 5 0P\ . = GP' og �p'CE� INTERIOR LANDSCAPE AREA (SOLID HATCH) 1 LIVE OAK (PROPOSED) 20f IXORA (PROPOSED) AREA ALSO A PART OF THE PERIMETER BUFFER DESIGN: BAB r . DRAWN: PJL EUEL i . iS SOCIATES BY CHECKED: APC CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS t. LIVE OAK (QV) (TYP.) 15' BUFFER REQUIRED PROPOSED BUFFER 2.2 TO 15 FEET 2 LIVE OAK (EXISTING) 3 LIVE OAK PROPOSED) 65f IXORA (PROPOSED) 4625 EAST BAY DRIVE, SUITE 211 CLEARWATER, FL 33764 PH 727.822.4151 FAx 727.821.7255 WWW.CFREDDEU EL. NET CERTIFICATE OF AUTHORIZATION NUMBER 26320 LICENSED BUSINESS NUMBER # 107 �Qi) g, -7 GO* Co ,,ANTERIOR LANDSCAPING AREA (SOLID HATCH) 1 PHOENIX PALM (EXISTING) 2 CREPE MYRTLE (PROPOSED) 16f IXORA (PROPOSED) REMAINDER OF AREA TO BE PLANTED WITH GROUNDCOVER VEGETATION PROPOSED BUFFER 0 TO 20 FEET 1 LIVE OAK (PROPOSED) 45f IXORA (PROPOSED) V INTERIOR LANDSCAPE AREA (SOLID HATCH) 1 LIVE OAK (PROPOSED) 19f IXORA (PROPOSED) AREA ALSO A PART OF THE PERIMETER BUFFER IXORA HEDGE (IC) (TYP.) CLEARWATER FERnUzER TABLETS SPECIFIED. PLACE UNIFORM AROUND ROOT MA BETWEEN MIDDLE A BOTTOM OF ROOT MA IPPPAn Call 48 hours before you dig)i IT'S THE LAW! 1- 800 - 432 -4770 SITE PLAN PROVIDED BY: Jacoby/Trexler Architects, PC 805 Rowena Drive Ebensburg, PA 15931 T: 814.472.7620 F: 814.472.7621 MULCH 3' FROM STEMS 3" MULCH LAYER REPARED PLANTING SOIL EXISTING UNDISTURBED SOIL SHRUB 8c GROUNDCOVER PLANTING DETAIL CLEARWATER INDEX No. 905, SH. 1 of 1 Rev. 7/15/99 N.T.S. .�.4II�TION 01�COLOGY L"D SC4PZ PLAN LANDSCAPE CALCULATIONS PLANT SPECIES BUFFERS: WIDTH TREES SHRUBS BUFFER MINIMUN REQUIREMENTATTIME PROPOSED REQUIRED PROPOSED EXISTING REQUIRED PROPOSED AREA NORTH 5 FEET MAP Jf 3 0 100% 40 +/- SHRUBS 361 SF WEST 5 FEET OF PLANTING SYMBOL COMMON NAME BIOLOGICAL NAME CLASSIFICATION REQUIRED PROPOSED EXISTING HEIGHT CALIPER SPACING QV LIVE OAK QUERCUS VIRGINIANA SHADE TREE 16 13 3 10 FEET 2.5" 1 PS PHOENIXSPECIES PHOENIXSPECIES SHADE TREE 3 0 3'` 10 FEET CLEAR STRAIGHTTRUN LI CRAPE MYRTLE LAGERSTROEMIA INDICA ACCENTTREE 9 9 0 8 FEET 2" IC IXORA IXORA COCCINEA SHRUB (PERIMETER) 273 + /- 273 + /- 0 18 -24 INCHES 1 136" O.C. IC IXORA IXORA COCCINEA SHRUB (INTERIOR) 49 +/- 49 +/- 0 14 INCHES WITH 30" SPACING OR 24 INCHES WITH 36" SPACING PROPOSED 6 ACCENT TREES AND 29 SHRUBS SEE PLAN FOR PLANT LOCATIONS ALL PLANTS SHALL BE FLORIDA GRADE NO. ONE AND INSTALLED IN A SOUND, WORKMANLIKE MANNER AND IN ACCORDANCE WITH RECOGNIZED AND ACCEPTED PLANTING PROCEDURES AS DETERMINED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURE " 2 OF THE EXISTING PHOENIX PALMS ARE TO BE RELOCATED ON SITE Call 48 hours before you dig)i IT'S THE LAW! 1- 800 - 432 -4770 SITE PLAN PROVIDED BY: Jacoby/Trexler Architects, PC 805 Rowena Drive Ebensburg, PA 15931 T: 814.472.7620 F: 814.472.7621 MULCH 3' FROM STEMS 3" MULCH LAYER REPARED PLANTING SOIL EXISTING UNDISTURBED SOIL SHRUB 8c GROUNDCOVER PLANTING DETAIL CLEARWATER INDEX No. 905, SH. 1 of 1 Rev. 7/15/99 N.T.S. .�.4II�TION 01�COLOGY L"D SC4PZ PLAN LANDSCAPE CALCULATIONS BUFFERS: WIDTH TREES SHRUBS BUFFER REQUIRED PROPOSED REQUIRED PROPOSED EXISTING REQUIRED PROPOSED AREA NORTH 5 FEET 5 FEET Jf 3 0 100% 40 +/- SHRUBS 361 SF WEST 5 FEET 2.2 to 5 FT. 4 0 100% 59 +/- SHRUBS 527 SF SOUTH 15 FEET 2.2 to 15 FT. 3 2 100% 104 + /- SHRUBS 934 SF EAST 10 FEET 0 to 10 FT. 3 1 1 100% 69 + /- SHRUBS 626 SF FOUNDATION LANDSCAPING: BUILDING PERIMETER FOR REQUIRED PLANTING = 113 FEET REQUIRED 2 ACCENT TREES OR THREE PALMS PER 40 LINEAR FOOT = 6 ACCENT TREES OR 9 PALMS AND ONE SHRUB PER 20SF OF REQUIRED LANDSCAPE AREA. WIDTH OF LANDSCAPE AREA 5FT. MIN. A MINIMUM OF 50% OF THE AREA SHALL CONTAIN SHRUBS WITH THE REMAINDER TO BE GROUND COVER. PROPOSED BUFFER AREA = 113 x 5 = 565 SF PROPOSED 6 ACCENT TREES AND 29 SHRUBS IN fERIOR LANDSCAPING STANDARDS - PARKING LOTS: REQUIRED INTERIOR ISLAND: 10% OF GROSS VEHICULAR USE AREA REQUIRED INTERIOR ISLAND = 10% x 11,552 SF = 1,155 SF REQUIRED SIZE OF INTERIOR ISLAND 150 SF MIN. REQUIRED DIMENSION OF INTERIOR ISLAND: 8 FEET GREENSPACE FROM BACK OF CURB TO BACK OF CURB 1 TREE PER ISLAND MIN. 1 TREE PER 150 SF OF REQUIRED GREENSPACE. SHRUBS: 50% REQUIRED GREENSPACE. GROUNDCOVER SHALL BE UTILIZED FOR REMAINING REQUIRED GREENSPACE IN LIEU OF TURF. PROPOSED INTERIOR GREEN SPACE = 760 SF 760/150= 5 TREES 11 TREE EXISTS (PHOENIX PALM) (50% x 760SF)/9 SF PER SHRUB = 42 SHRUBS ROUNDCOVER: IZE AT INSTALLATION - 1 GALLON MINIMUM - PLANTED A MAXIMUM OF 24" O.C. ENCOURAGED IN LIEU OF TURF TO REDUCE IRRIGATION NEEDS PLANT MATERIALS WHICH ARE NATIVE TO CENTRAL FLORIDA AND WHICH ARE RECOMMENDED IN THE PLANT GUIDE OF THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ARE STRONGLY ENCOURAGED. TREE REPLACEMENT: EXISTING TREES PRIOR TO SITE IMPROVEMENTS HAVE A COMBINED DBH OF 159" EXISTING TREES TO BE RELOCATED ON SITE: 36" DBH EXISTING TREES TO BE REMOVED: 49" DBH PROPOSED TREES TO BE PLANTED: 50.5" DBH t s � S _ I b 1 �. 15 - I S 2_ - 45= 3 �j / SLy 3J 3 ~ S7 S- 1 0 Z- 4. s - � 150 J� W. NOTES: 1. ALL WOOD SHALL BE SPRUCE OR PINE -NOT PRESSURE TREATED. HEIGHT 2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS. 3. REMOVE ALL STRING & /OR WIRE WRAPPED AROUND TRUNK. 4. REMOVE ALL STRAPS, ROPES, WIRE, & /OR STRINGS USED TO LIFT THE ROOTBALL. 5. REMOVE ALL BURLAP & /OR WIRE FROM THE TOP OF THE ROOT BALL. 6. TOP OF ROOTBALL TO BE SET LEVEL WITH SURROUNDING FINISH GRADE. 2 "X2 "X4' S 2 "X2 "X4' CROSS MEMBER 2 -2.5" DRYWALL SCREWS I, BRIAN BARKER, HEREBY CERTIFY AS A LICENSED PROFESSIONAL ENGINEER, REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT THE ABOVE PROJECT'S SITE AND /OR CONSTRUCTION PLANS, TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECT'S PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW CF THESE FLORIDA SUBMITTED PLANS. :ROSS M SPREAD AND LOOSENED - - - SOIL BACKFlLL (2 "X4' STAKE 3 TO 5 TIMES THE WIDTH OF THE ROOTBALL '' ©� 13 1*ti x• TREE PLANTING'�DE FpA��4., CLEARWATER INDEX' NNN'08, St. 11� >s l Rev. ,B/ /06G 1 16 1 t �,a .rli,:. BRIAN A. BARKER; P.E., 56728` / MULCH 3" FROM TRUNK /MULCH 3" DEPTH /TILLED AND LOOSENED NATIVE SOIL BACKFlLL WATER RING (6" WIDTH &HEIGHT) PROVIDING A WATER COLLECTION BASIN FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS. -UNDISTURBED SOIL 2 -2 "X4" STAKE W /LONG TAPER MIN. 18" INTO UNDISTURBED SOIL WORK ORDER N07 2008 -117 DATE: JULY 01, 2008 SCALE: 1 " = 20' SHEET N0. 1 OF 1 1 I 0- x INDICATES INTERIOR LANDSCAPING SITE DATA TABLE FOR DEVELOPMENT EXISTING REQUIRED PROPOSED LAND AREA IN SQUARE FEET AND ACRES 23,402 10,000 23,402 NUMBER OF EXISTING DWELLING UNITS NONE NONE NUMBER OF PROPOSED DWELLING UNITS NONE NONE GROSS FLOOR AREA DEVOTED TO PARKING SPACE 5,800 5,864 TOTAL NUMBER OF PARKING SPACES (REQ. PARKING RATIO OF 3 SPACES/ 1,000 SF GFA) 31 18 21 TOTAL PAVED AREA, INCLUDING ALL PAVED PARKIN SPACES * DRIVEWAYS, EXPRESSED IN SQUARE FE * PERCENTAGE OF THE PAVED VEHICULAR AREA 13,215 12,354 OFFICIAL RECORDS BOOK AND PAGE NUMBERS OF ALL EXISTING UTILITY EASEMENT NONE NONE BUILDING AND STRUCTURE HEIGHTS 12' -10.5" 12' -10.5" IMPERMEABLE SURFACE RATIO (I.S.R.) .95 .95 .78 FLOOR AREA RATIO (F.A.R.) FOR ALL NONRESIDENTIAL USES 25 .55 .25 \:. NEW WORK 51TE PLAN THREE- TH!RTYSECONDS INCH = ONE FOOT 0 4 8 16 ��uUA JACOBY/TREXLER. ARCHITECT5, PC 805 Rowena Drive Ebensburg, PA 15931 T: (8 14) 472.7G20 F: (8 14) 472.7621 © Copyrighted 2008 155UED FOR CODE REVIEW G/30/08 FLEXIBLE DEVELOPMENT COMMENT5 8/22/08 ABUILDING PERMIT COMMENTS 8/28/08 Q BUILDING PERMIT COMMENTS 9/1 1/08 NORTH 08 -105 Project Number Urology 5pecial15t5 of West Florida RADIATION ONCOLOGY CENTER IN CLEARWATER FLORIDA 2560 ENTERPRISE ROAD CLEARWATER, FLORIDA Project Name 11" , PLM APPROVED CAM # CAM YYPIE - Cap DATE SIONATURE DATIE ®..iz Signature JUNE 30, 2008 © Date A5 5HOWN Scale NEW WORK 51TE PLAN, DATA TABLE AND NOTE5 Drawing Title A200OR Drawing Number Z aft s �► 0 boll o� SEP 12 2000 PLANNING DEPARTMENT CITY OF CLEARWATER 1 WET SEAL PANEL 5Y5TEM OVER WET SEAL PANEL SYSTEM OVER CONTRASTING COLOR METAL STUD FRAMING. METAL STUD FURRING CONTRA5TING COLOR I FRONT ELEVATION A3.01 R ONE -EIGTH INCH = ONE FOOT 0 4 8 I6 FRAME AND GLAZING MP.) 1 -11. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ B A3.03 PREMNI5MED METAL COPING BY ALUCOBOND J 3 51 DE ELEVATION A3.01 R ONE -EIGTH INCH = ONE FOOT 0 4 8 1 AL.000BOND ROUTE { RETURN WET 5EAL PANEL 5Y5TEM OVER METAL 5TUD FURRING WHERE CANOPY RAINLEADER .---- __.._.,__._,._._._, .._ _... .._.....,...__..._..__-.,... _.. ,.,.,,.. OUTFALL5 NEAR GROUND WET 5EAL PANEL 5Y5TEM OVER FRAME AND GLAZING (fYPJ AND DOWNSPOUT. PROVIDE - WET SEAL PANEL SYSTEM OVER METAL STUD FRAMING. PVC BOOT AND TIE INTO EXI5T. METAL STUD FURRING CONTRASTING COLOR 5TORMWATER PIPING (IYP.) =INCH ELEVATION � • ■ ■ ■ ■ ■ ■ JTrA JACODY/TREXLER ARCHITECTS, PC 805 Rowena Drive Ebensburg, PA 15931 T: (814) 472.7620 F: (8 14) 472.7021 © Copyrighted 2008 155UED FOR CODE REVIEW G 130108 FLEXIBLE DEVELOPMENT COMMENTS 8122108 A13UILDING PERMIT COMMENTS 8/28/08 Q BUILDING PERMIT COMMENTS 9/1 1/0(5 08 -105 Project Number Urology 5pecial15t5 of West Florida RADIATION ONCOLOGY CENTER IN CLEARWATER FLORIDA 2560 ENTERPRISE ROAD CLEARWATER, FLORIDA Project Name Signature JUNE 30, 2008 ©Date A5 5HOWN 5cale EXTERIOR ELEVATIONS Drawmg Title ORIGINAL RECEIVED SEP 12 2000 PLANNING DEPARTMENT CITY OF CLEARWATER 1p N N �? lV b b' N O N O O Q W N N _ N tV b J 3 51 DE ELEVATION A3.01 R ONE -EIGTH INCH = ONE FOOT 0 4 8 1 AL.000BOND ROUTE { RETURN WET 5EAL PANEL 5Y5TEM OVER METAL 5TUD FURRING WHERE CANOPY RAINLEADER .---- __.._.,__._,._._._, .._ _... .._.....,...__..._..__-.,... _.. ,.,.,,.. OUTFALL5 NEAR GROUND WET 5EAL PANEL 5Y5TEM OVER FRAME AND GLAZING (fYPJ AND DOWNSPOUT. PROVIDE - WET SEAL PANEL SYSTEM OVER METAL STUD FRAMING. PVC BOOT AND TIE INTO EXI5T. METAL STUD FURRING CONTRASTING COLOR 5TORMWATER PIPING (IYP.) =INCH ELEVATION � • ■ ■ ■ ■ ■ ■ JTrA JACODY/TREXLER ARCHITECTS, PC 805 Rowena Drive Ebensburg, PA 15931 T: (814) 472.7620 F: (8 14) 472.7021 © Copyrighted 2008 155UED FOR CODE REVIEW G 130108 FLEXIBLE DEVELOPMENT COMMENTS 8122108 A13UILDING PERMIT COMMENTS 8/28/08 Q BUILDING PERMIT COMMENTS 9/1 1/0(5 08 -105 Project Number Urology 5pecial15t5 of West Florida RADIATION ONCOLOGY CENTER IN CLEARWATER FLORIDA 2560 ENTERPRISE ROAD CLEARWATER, FLORIDA Project Name Signature JUNE 30, 2008 ©Date A5 5HOWN 5cale EXTERIOR ELEVATIONS Drawmg Title ORIGINAL RECEIVED SEP 12 2000 PLANNING DEPARTMENT CITY OF CLEARWATER 0 U X E 0 0 co 0 0 N C; CL LEGEND S. SET F* FOUND I.R. IRON ROD I.P. IRON PIPE N &D NAIL & DISK C.M. CONCRETE MONUMENT A ARC A/C AIR CONDITIONER AC. ACRES BFPD BACK FLOW PREVENTION DEVICE BOLL BOLLARD C CHORD (C) CALCULATED CB CATCH BASIN CBW CONCRETE BLOCK WALL CHB CHORD BEARING E CENTERLINE CLF CHAIN LINK FENCE CMP CORRIGATED METAL PIPE C.O. CLEANOUT CONC. CONCRETE CS CONCRETE SLAB C.T. CURB TIE CTV CABLE TELEVISION (D) DEED DEP DEPARTMENT OF ENVIRONMENTAL TOTAL GREEN AREA = PROTECTION EL. ELEVATION (A) FIELD MEASUREMENT FF FINISHED FLOOR FHA FIRE HYDRANT ASSEMBLY FPC FLORIDA POWER CORPORATION GI GRATE INLET GAV GAS VALVE GM GAS METER GV GATE VALVE GW GUY WIRE INV. INVERT LF LOWEST FLOOR ELEVATION L.P LIGHT POLE (M) MEASURED MAS MASONRY MES MITRED END SECTION MH MANHOLE MHWL MEAN HIGH WATER LINE NGVD NATIONAL GEODETIC VERTICAL DATUM 0/H OVERHEAD WIRES O.R. OFFICIAL RECORD PB PLAT BOOK PG PAGE /PAGES POB POINT OF BEGINNING PRM• PERMANENT REFERENCE MONUMENT PVC POLYVINYL CHLORIDE R RADIUS (R) RECORD RCP REINFORCED CONCRETE PIPE RNG. RANGE R/W RIGHT -OF -WAY SAN SANITARY SCO SANITARY CLEAN -OUT SEC. SECTION SF SQUARE FEET PROPOSED LEGEND DIRECTION OF FLOW 1� EXISTING ELEVATION >r * ELEVATIONS ARE BASED ON NAVD -88 18.87 PROPOSED ELEVATION NOTE!: PROPOSED ELEVATIONS AT CURB LINE ARE AT BOTTOM OF CURB FACE. ADD 0.5' TO THESE ELEVATIONS FOR TOP OF CURB HEIGHT. (MEG = MATCH EXISTING GRADE) -� 6' CHAIN LINK FENCE -- SILT FENCE 0 NUMBER OF PROPOSED PARKING SPACES X REMOVE EXISTING TREE SYMBOL LEGEND TEMPORARY BENCHMARK FOUND IRON ROD ••• PALM TREE ® OAK TREE ® WATER VALVE TRANS FIRE HYDRANT f WATER METER DO STORM MANHOLE QS SANITARY MANHOLE T SIGN SQ SANITARY CLEANOUT Q PINE TREE / CENTER LINE -FAX CONCRETE SIGNAL POLE Og GAS MARKER POST OUTSIDE OF 500-YR. FLOOD PLAIN CABLE BOX MAP PANEL NO: 12103CO088G TRAFFIC SIGNAL BOX TOM TEMPORARY BENCHMARK 4 TOB TOP OF BERM TOS TOE OF SLOPE CLEARWATER, FLORIDA TRANS TRANSFORMER f BANDES CONSTRUCTION COMPANY, INC. DEUEL & ASSOCIATES TOWNSHIP /j UP UP UTILITY POLE � WF WOOD FENCE TEL. (727) 733 -5558 WM WATER METER / (72 7) 821 - 7255 -FAX FLOOD ZONE: X - AREA DETERMINED I \\/ a, g4 tsQ CONNECTS TO 8" WATER MAIN NE SIDE OF VI11_AGE DRIVE Z� .i� s� / . 6" PVC STORM, T T �� EXIST. CONTRACTOR TO FIELD LOCATE AND CONNECT WITH ROOF DRAIN COLLECTOR PIPE CONST. 6'x10' DUMPSTER ENCLOSURE PER CITY SPECIFICATIONS. 4� \ c4V p "8s 95 CONST. TREE BARRICADE (TYP.) S89'47'07W NORTH LINE OF SECTION 31 -28 -16 549.20' R= 1140.00 A= 313.39' 0= 15'45'02" R= 1060.00' A= 135.41' \ x- 7'19'09" 01, n ®\ y \ S +� G `p 7 N.E. CORNER SECT. 31 -28 -16 MH COVER \ RIM 86.34 N &EINV.81.3 W INV. 83.3 \l/ lr • \Id. Ci \`q CONST. THE x �) 4� BARRICADE ANDY SILT FENCE \�-A \\ \ O +�� �O +w. \ \` CONST. DETECTABLE SURFACE (TYP.)\ fro CONST. 5' WA (PER A.D.A SPECIFICATIONS TO CONNEC�` �O TO EXISTING WAL \ 4 OO�^ 61 Cb CONST. 5' STRIPE �, ,I WALKWAY \ CONST. TREE " BARRICADE (TYP.)\ 3 6 CONST. FIRE DEPT. URB 6 ` CONNECTION (SEE DETAIL) p0 EXISTING SIGN TO BE \ ° �, REMOVED AND NEW SIGM °� hp �• I TO BE INSTALLED 5' MIN. \ FROM PROPERTY LINE (UNDER SEPARATE PERMIT) 5' MIN tip ti6 \ 1b p + „ CONST. SILT f FENCE (TYP.) :\ \ ti CONST. 39 LF 6" WATER it 1 1 tl offalilm Kiq II, if.Y � M1�CVe 47 41 5Vf9 SCALE: 1" 1 LOCATION MAP N.T.S. (Call 48 hours before you dig! •oo" IT'S THE LAW! 1- 800 -432 -4770 LINE AND NEW VALVE WITH / \ LEGAL DESCRIPTION: LOT WIDTH 100 FT 145± FT VALVE BOX / CONST. 6 "x8" A Tract of land lying in the Northeast 1/ of Section 31, Township 28 South, Range 16 SETBACK REQUIREMENTS: TS &V East, Pinellas County, Florida, being more particularly described as follows: F th N rth t f S t' 31 T h' 28 S th R 16 E t P• 1 FRONT(NORTHEAST) 25 FT 01 FT +�� U rom e o eas corner o ec Ion I owns Ip ou , ange as , Ine las CON T. 6 "� rx1 O CONST. WHEEL / County, Florida, as a Point of Reference; thence S.89'47 07 "W., along the North line of FRONT(SOUTHEAST) 25 FT 3.0 FT VER CURB GI °9 ' STOP PER said Section 31 for 549.20 feet to the Westerly right -of -way line of Village Drive, an REAR SOUTHWEST) 10 FT 2.1 FT r05, Re DETAIL (TYP.) / 80.00 foot right -of -way described in O.R. Book 4931 Page 1828, Public Records of said Dc °v / Count said point having a radial bearing of N.71'12'11 "E. thence along said REAR NORTHWEST) 10 FT 4.4 FT 9 E Q / y, P 9 9 g 6• .�Rt ti� 1, `1 :. �� ��g2' g �4 O P \� right -of -way for the following five (5) courses: (1) Southeasterly along the arc of a MAXIMUM LOT COVERAGE ISM 0.95 0.78 6' °o °' ^ curve concave to the Northeast, radius 1140.00 feet, central angle 15'45'02" arc 313.39 TREE CANOPY (TYP.) + 1 � "� • 6:O • �� � P 9 �° 6 \N 5�'' INTERIOR GREEN SPACE: :.6�• $g \�� Q feet to a Point of Reverse Curvature; (2) thence Southeasterly along the arc of a curve ^y O2. / concave to the Southwest radius 1060.00 feet, central angle of 07'19'09 ", arc 135.41 10% OF V.U.A.(11,525SF) = 1,152 SF 345 SF feet, to the Point of Beginning; (3) thence continue Southeasterly along said curve radius MAXIMUM FLOORZAREA RATIO: 0.55 0.25 of 1060.00 feet, central angle 03'4516', arc 69.46 feet, to a Point of Tangency; (4) U°��.p �a �\ / thence S.23'28'26 "E., 32.66 feet, to a Point of Curvature; (5) thence Southerly along the MAXIMUM BUILDING HEIGHT: 25 FT 20 FT arc of a curve concave to the West, radius 50.00 feet, central angle 86 °36'57" arc 75.59 P ti FZ ti NUMBER OF PARKING SPACES: dpi GJ� D 0 ^� / �A feet, to a point on the Northerly right -of -way line of Enterprise Road, a 100 foot /`�O• d�A\ ��� ,io,�1 '\� right -of -way described in O.R. 4931, Page 1827, Public Records of said County; said MEDICAL CLINIC: 2 -3 PER 1,000 GFA = ''18 SP 19 STANDARD SP O� �°j^ a° L� / Point being a Point of Reverse Curvature; thence Southwesterly along said right -of -way on MH COVER NN F S ��' the arc of a curve concave to the Southeast, radius 1474.65 feet central angle �P �\ F,5 �' as.9 RIM 87.34 / g NUMBER OF H.C. PARKING SPACES: 19SP 1 HC 2 HC \� G� titi INACCESSIBLE 03'59 54', arc 102.91 feet; thence leavin said line N.30'51'23 "W., 151.95 feet; thence 90 �?5, 5�� Q\ � / 8 ' 3 ��1� / / N.62'46'18 "E., 157.09 feet to the Point o Beginning. TOTAL 21 SP .0 ? \ A Together with a non- exclusive pedestrian and vehicular easement for ingress and egress recorded in O.R. Book 4688, Page 154 of the Public Records of Pinellas County, Florida, +lrl* � \ $, SPA'/ / over a strip of land 30.00 feet in width lying Westerly of and contiguous to the following SOLID WASTE: DUMPSTER LOCATED ON SITE - described line: / ZL / Commence at the Northeast corner of Section 31, Township 28 South, Range 16 East, / Pinellas County, Florida; thence S.89'47'07 "W., along the North line of said Section 31, for 549.21 feet to a Point of Intersection with the Westerly right -of -way line of a proposed �R400,CONST. REDUCED 80.00 foot road; thence Southeasterly along said right -of -way line and the arc of a PRESSURE BFPD curve to the left, radius 1140.00 feet, arc 265.00 feet and central angle of 13'19'07" to EX. WATER METER / \ �Q the Point of Beginning of said line; thence continue along said curve to the left, radius TO REMAIN 6y �a �S�P�O \ 1140.00 along the arctof and a curve central theglright, Oradius51060.00 feet, arc Reverse 135.41 feet and a central angle of 07'19'09" to the Point of Termination of said line. INDEX OF DRAWING: / AND / \ Together with a non- exclusive pedestrian and vehicular easement for ingress and egress SHEET �# SHEET TITLE a recorded in O.R. Book 4688, Page 154 of the Public Records of Pinellas County, Florida, over a strip of land 30.00 feet in width lying Northerly of and contiguous to the following 1 SITE PLAN described line: 2 DEMOLITION PLAN Commence at the Northeast corner of Section 31, Township 28 South, Range 16 East, 3 LANDSCAPE PLAN Pinellas County, Florida; thence S.89'47'07 "W., along the North line of said Section 31, for 4 SPECIFICATIONS 549.21 feet to a Point of Intersection with the Westerly right -of -way line of a proposed 5 CONSTRUCTION DETAILS 80.00 foot road; thence Southeasterly along said right -of -way line and the arc of a °o curve to the left, radius 1140.00 feet, arc 313.38 feet and a central angle of 15'45'01" to a Point of Reverse Curvature; thence along the arc of a curve to the right, radius ORIGINAL 1060.00 feet, arc 135.41 feet and a central angle of 07'19'09 "; thence leaving said RECEIVED right -of -way line S.62'46'18 "W., for 167.09 feet; thence S.30'51'23 "E., for 151.95 feet to ,s lwih` a Point on the Northerly right -of -way line of proposed County Road 102 said Point also " being the Point of Beginning of said line; thence Southwesterly along said right -of -way ••''• i SEP 12 2000 line and the arc of a curve, radius 1474.65 feet, arc 37.94 feet and a central angle of Ole E. C� + " 01'28'27" to a Point of Tangency, thence S.5T40'10 "W., for 40.00 feet to the Point of � � :! \�� PLANNINGdEFARTMENT Termination of said line. CITY OF CLEARWATER _ DESIGN: BAB 4625 EAST BAY DRIVE, SUITE 21 1 I, BRIAN BARKER, HEREBY CERTIFY AS A LICENSED PROFESSIONAL ENGINEER, c ^� WORK ORDER N0. 2008 -132 CLEARWATER, FL 33764 �141�I�ITION ONCOLOGY REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT THE ABOVE.; ' 2 9/09/08 COMMENTS CITY OF CLEARWATER PJL ® PH 727.822.4151 FAX 727.82 1.7255 PROJECT'S SITE AND /OR CONSTRUCTION PLANS, TO THE BEST OF MY c F �� ti` DATE: AUGUST 12, 2008 DRAWN: PJL WWW.CFREDDEUEL.NET ,SITS pL�N KNOWLEDGE, INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA 1 08/26/08 COMMENTS CITY OF CLEARWATER (AUG. 6, 2008) PJL SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED jQ •• ' '� p. v SCALE: 1 " = 20' CERTIFICATE OF AUTHORIZATION NUMBER 26320 STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECT'S / REV.# DATE REVISION "BY CHECKED: APC CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS LICENSED BUSINESS NUMBER # 107 PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF THESE CLEARWATER FLORIDA SUBMITTED PLANS. BRIAN A. BARKER, P.E., 5678 SHEET N0. 1 OF 5 SITE DATA TABLE: SITE LOCATION: 2560 ENTERPRISE ROAD CLEARWATER, FLORIDA CONTRACTOR: CIVIL ENGINEER & SURVEYOR: BANDES CONSTRUCTION COMPANY, INC. DEUEL & ASSOCIATES 1368 SPALDING ROAD, SUITE C 4625 EAST BAY DRIVE, SUITE 211 DUNEDIN, FLORIDA, 34698 CLEARWATER, FL 33764 TEL. (727) 733 -5558 (727) 822 -4151 -TEL (72 7) 821 - 7255 -FAX FLOOD ZONE: X - AREA DETERMINED TO BE OUTSIDE OF 500-YR. FLOOD PLAIN MAP PANEL NO: 12103CO088G REVISED MAP: SEPTEMBER 3, 2003 PROJECT SUMMARY & SITE DATA: EXISTING PROPOSED TOTAL BUILDING AREA = 5,790 SF(24.7 %) 5,847 SF(25.0% TOTAL BUILDING (GFA) = 5,790 SF 5,847 SF TOTAL ASPHALT /CONC. /SHELL AREA = 13,215 SF(56.5 %) 12,354 SF(52.8% TOTAL IMPERVIOUS AREA = 19,005 SF(81.2 %) 18,201 SF(77.8% TOTAL GREEN AREA = 4,397 SF(18.8 %) 5,201 SF(22.2 %) TOTAL PROJECT AREA 23,402 SF (0.54 AC) ZONING: C- COMMERCIAL PROPOSED USE: MEDICAL CLINIC LAND USE: COMMERCIAL GENERAL PIN: 31/28/16/00000/110/0200 LOT REQUIREMENTS: REQUIRED PROPOSED LOT AREA 10,000 SF 23,402 SF LINE AND NEW VALVE WITH / \ LEGAL DESCRIPTION: LOT WIDTH 100 FT 145± FT VALVE BOX / CONST. 6 "x8" A Tract of land lying in the Northeast 1/ of Section 31, Township 28 South, Range 16 SETBACK REQUIREMENTS: TS &V East, Pinellas County, Florida, being more particularly described as follows: F th N rth t f S t' 31 T h' 28 S th R 16 E t P• 1 FRONT(NORTHEAST) 25 FT 01 FT +�� U rom e o eas corner o ec Ion I owns Ip ou , ange as , Ine las CON T. 6 "� rx1 O CONST. WHEEL / County, Florida, as a Point of Reference; thence S.89'47 07 "W., along the North line of FRONT(SOUTHEAST) 25 FT 3.0 FT VER CURB GI °9 ' STOP PER said Section 31 for 549.20 feet to the Westerly right -of -way line of Village Drive, an REAR SOUTHWEST) 10 FT 2.1 FT r05, Re DETAIL (TYP.) / 80.00 foot right -of -way described in O.R. Book 4931 Page 1828, Public Records of said Dc °v / Count said point having a radial bearing of N.71'12'11 "E. thence along said REAR NORTHWEST) 10 FT 4.4 FT 9 E Q / y, P 9 9 g 6• .�Rt ti� 1, `1 :. �� ��g2' g �4 O P \� right -of -way for the following five (5) courses: (1) Southeasterly along the arc of a MAXIMUM LOT COVERAGE ISM 0.95 0.78 6' °o °' ^ curve concave to the Northeast, radius 1140.00 feet, central angle 15'45'02" arc 313.39 TREE CANOPY (TYP.) + 1 � "� • 6:O • �� � P 9 �° 6 \N 5�'' INTERIOR GREEN SPACE: :.6�• $g \�� Q feet to a Point of Reverse Curvature; (2) thence Southeasterly along the arc of a curve ^y O2. / concave to the Southwest radius 1060.00 feet, central angle of 07'19'09 ", arc 135.41 10% OF V.U.A.(11,525SF) = 1,152 SF 345 SF feet, to the Point of Beginning; (3) thence continue Southeasterly along said curve radius MAXIMUM FLOORZAREA RATIO: 0.55 0.25 of 1060.00 feet, central angle 03'4516', arc 69.46 feet, to a Point of Tangency; (4) U°��.p �a �\ / thence S.23'28'26 "E., 32.66 feet, to a Point of Curvature; (5) thence Southerly along the MAXIMUM BUILDING HEIGHT: 25 FT 20 FT arc of a curve concave to the West, radius 50.00 feet, central angle 86 °36'57" arc 75.59 P ti FZ ti NUMBER OF PARKING SPACES: dpi GJ� D 0 ^� / �A feet, to a point on the Northerly right -of -way line of Enterprise Road, a 100 foot /`�O• d�A\ ��� ,io,�1 '\� right -of -way described in O.R. 4931, Page 1827, Public Records of said County; said MEDICAL CLINIC: 2 -3 PER 1,000 GFA = ''18 SP 19 STANDARD SP O� �°j^ a° L� / Point being a Point of Reverse Curvature; thence Southwesterly along said right -of -way on MH COVER NN F S ��' the arc of a curve concave to the Southeast, radius 1474.65 feet central angle �P �\ F,5 �' as.9 RIM 87.34 / g NUMBER OF H.C. PARKING SPACES: 19SP 1 HC 2 HC \� G� titi INACCESSIBLE 03'59 54', arc 102.91 feet; thence leavin said line N.30'51'23 "W., 151.95 feet; thence 90 �?5, 5�� Q\ � / 8 ' 3 ��1� / / N.62'46'18 "E., 157.09 feet to the Point o Beginning. TOTAL 21 SP .0 ? \ A Together with a non- exclusive pedestrian and vehicular easement for ingress and egress recorded in O.R. Book 4688, Page 154 of the Public Records of Pinellas County, Florida, +lrl* � \ $, SPA'/ / over a strip of land 30.00 feet in width lying Westerly of and contiguous to the following SOLID WASTE: DUMPSTER LOCATED ON SITE - described line: / ZL / Commence at the Northeast corner of Section 31, Township 28 South, Range 16 East, / Pinellas County, Florida; thence S.89'47'07 "W., along the North line of said Section 31, for 549.21 feet to a Point of Intersection with the Westerly right -of -way line of a proposed �R400,CONST. REDUCED 80.00 foot road; thence Southeasterly along said right -of -way line and the arc of a PRESSURE BFPD curve to the left, radius 1140.00 feet, arc 265.00 feet and central angle of 13'19'07" to EX. WATER METER / \ �Q the Point of Beginning of said line; thence continue along said curve to the left, radius TO REMAIN 6y �a �S�P�O \ 1140.00 along the arctof and a curve central theglright, Oradius51060.00 feet, arc Reverse 135.41 feet and a central angle of 07'19'09" to the Point of Termination of said line. INDEX OF DRAWING: / AND / \ Together with a non- exclusive pedestrian and vehicular easement for ingress and egress SHEET �# SHEET TITLE a recorded in O.R. Book 4688, Page 154 of the Public Records of Pinellas County, Florida, over a strip of land 30.00 feet in width lying Northerly of and contiguous to the following 1 SITE PLAN described line: 2 DEMOLITION PLAN Commence at the Northeast corner of Section 31, Township 28 South, Range 16 East, 3 LANDSCAPE PLAN Pinellas County, Florida; thence S.89'47'07 "W., along the North line of said Section 31, for 4 SPECIFICATIONS 549.21 feet to a Point of Intersection with the Westerly right -of -way line of a proposed 5 CONSTRUCTION DETAILS 80.00 foot road; thence Southeasterly along said right -of -way line and the arc of a °o curve to the left, radius 1140.00 feet, arc 313.38 feet and a central angle of 15'45'01" to a Point of Reverse Curvature; thence along the arc of a curve to the right, radius ORIGINAL 1060.00 feet, arc 135.41 feet and a central angle of 07'19'09 "; thence leaving said RECEIVED right -of -way line S.62'46'18 "W., for 167.09 feet; thence S.30'51'23 "E., for 151.95 feet to ,s lwih` a Point on the Northerly right -of -way line of proposed County Road 102 said Point also " being the Point of Beginning of said line; thence Southwesterly along said right -of -way ••''• i SEP 12 2000 line and the arc of a curve, radius 1474.65 feet, arc 37.94 feet and a central angle of Ole E. C� + " 01'28'27" to a Point of Tangency, thence S.5T40'10 "W., for 40.00 feet to the Point of � � :! \�� PLANNINGdEFARTMENT Termination of said line. CITY OF CLEARWATER _ DESIGN: BAB 4625 EAST BAY DRIVE, SUITE 21 1 I, BRIAN BARKER, HEREBY CERTIFY AS A LICENSED PROFESSIONAL ENGINEER, c ^� WORK ORDER N0. 2008 -132 CLEARWATER, FL 33764 �141�I�ITION ONCOLOGY REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT THE ABOVE.; ' 2 9/09/08 COMMENTS CITY OF CLEARWATER PJL ® PH 727.822.4151 FAX 727.82 1.7255 PROJECT'S SITE AND /OR CONSTRUCTION PLANS, TO THE BEST OF MY c F �� ti` DATE: AUGUST 12, 2008 DRAWN: PJL WWW.CFREDDEUEL.NET ,SITS pL�N KNOWLEDGE, INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA 1 08/26/08 COMMENTS CITY OF CLEARWATER (AUG. 6, 2008) PJL SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED jQ •• ' '� p. v SCALE: 1 " = 20' CERTIFICATE OF AUTHORIZATION NUMBER 26320 STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECT'S / REV.# DATE REVISION "BY CHECKED: APC CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS LICENSED BUSINESS NUMBER # 107 PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF THESE CLEARWATER FLORIDA SUBMITTED PLANS. BRIAN A. BARKER, P.E., 5678 SHEET N0. 1 OF 5 rn w N M I 0 0 N O� 3 U 0 0 V C O 0 0 N M OD O N / 0 O O N N U N 'o (`. V a` 0 Q i X E O O I co 0 0 N 0 CL V) LEGEND S. SET F. FOUND I.R. IRON ROD I.P. IRON PIPE N &D NAIL & DISK C.M. CONCRETE MONUMENT A ARC A/C AIR CONDITIONER AC. ACRES BFPD BACK FLOW PREVENTION DEVICE BOLL BOLLARD C CHORD (C) CALCULATED CB CATCH BASIN CBW CONCRETE BLOCK WALL CHB CHORD BEARING c CENTERLINE CLF CHAIN LINK FENCE CMP CORRIGATED METAL PIPE C.O. CLEANOUT CONC. CONCRETE CS CONCRETE SLAB C.T. CURB TIE CTV CABLE TELEVISION (D) DEED DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION EL. ELEVATION (A) FIELD MEASUREMENT FF FNISHED FLOOR FHA FIRE HYDRANT ASSEMBLY FPC FLORIDA POWER CORPORATION GI GRATE INLET GAV GAS VALVE GM GAS METER GV GATE VALVE GW GUY WIRE INV. INVERT LF LOWEST FLOOR ELEVATION LP LIGHT POLE (M) MEASURED MAS MASONRY MES MITRED END SECTION MH MANHOLE MHWL MEAN HIGH WATER LINE NGVD NATIONAL GEODETIC VERTICAL DATUM 0/H OVERHEAD WIRES O.R. OFFICIAL RECORD PB PLAT BOOK PG PAGE /PAGES POB POINT OF BEGINNING PRM PERMANENT REFERENCE MONUMENT PVC POLYVINYL CHLORIDE R RADIUS (R) RECORD RCP REINFORCED CONCRETE PIPE RNG. RANGE R/W RIGHT -OF -WAY SAN SANITARY SCO SANITARY CLEAN -OUT SEC. SECTION SF SQUARE FEET TBM TEMPORARY BENCHMARK TOB TOP OF BERM TOS TOE OF SLOPE TRANS TRANSFORMER TWP TOWNSHIP UP UTILITY POLE WF WOOD FENCE WM WATER METER / PROPOSED LEGEND DIRECTION OF FLOW EXISTING ELEVATION } * ELEVATIONS ARE BASED ON NAVD -88 18.87 PROPOSED ELEVATION �— NOTE!: PROPOSED ELEVATIONS AT CURB LINE ARE AT BOTTOM OF CURB FACE. ADD 0.5' TO THESE ELEVATIONS FOR TOP OF CURB HEIGHT. (MEG = MATCH EXISTING GRADE) —0— 6' CHAIN LINK FENCE Of SILT FENCE 0 NUMBER OF PROPOSED PARKING SPACES x REMOVE EXISTING TREE SYMBOL LEGEN D 0 FOUND IRON ROD •• PALM TREE ® OAK TREE ® WATER VALVE R FlRE HYDRANT W Q WATER METER @D STORM MANHOLE OS SANITARY MANHOLE 4 SIGN O SANITARY CLEANOUT Q PINE TREE CENTER LINE ' CONCRETE SIGNAL POLE O9 GAS MARKER POST CABLE BOX TRGFFlC SIGNAL BOX �1. i �1P451 0 lip a cib c� �h tQ ® 21" (LL) "p � h GRASS 0 - ^ o 1�$ TREE CANOPY (TYP.) / / 0 0 S89 *47'07W NORTH LINE OF SECTION 31 -28 -16 549.20' N.E. CORNER �— SECT. 31 -28 -16 00. �c") ®� G) 3113 \ \ TREE GRADING LEGEND: SYMBOL NAME GRADE LO LAUREL OAK C HYBRID LL LAUREL ZLIVE OAK SP SABAL PALM 4 @ C 1 @ B CI CANARY ISLAND PALM B SM I SLYVESTOR MEDJOOL PALM B \ � 1 6 $p0 2 r LOCATION MAP N.T.S. + F` �1A.° h 00 m �'� • to �` _ MH COVER GO RIM 86.34 \ O N & E INV. 81.3 6� O" W INV. 83.3 %\ p� � 0 Q O 0 Ln GRASS 7. ED �cp s U A- 000 A 9A9 6 6� 00. o tiry REMOVE CONC. WALK (HATCHED AREA) ° REMOVE COVERED °h TREE TO BE PARKING STRUCTURE e REMOVED (TYP.) , cnQ g•1 �� REMOVE ROOF AND CONC. SURFACEE 2 Q� + V13 1 STORY MASONRY � REMOVE 5" VERT. CURB o• � FF288 35 �o +� 0.1' 6�a \ cp, REMOVE ALL �b `�° �X R °� PILASTERS (TYP.) \Q REMOVE BRICK � $ ^ti ��, F`�oa REMOVE 115F +� PAVERS ,/ �SM� v ` OF ASPHALT REMOVE ROOF OV R BRICK PAVES J REMOVE 32.5 OF\ All, 1�. 2 P GP�EO �� Q I 6" VERT. CURB A. + V'O A MPS REMOVE ALL o� p o) LAS 0 CURB STOPS O �j oo °� \\ o) cow red ca c:�� ry A. % a + �� eb +. 3.0' j/ gyp, �� {�o �° ISL�N4 4!b � REMOVE SIDEWALK a + °% Oc3`.�G SAG P�Q��4, 'W`NG + C, 6 Q NO +�o' cry is Sl N TO BE / REMOVED RELOCATED O o �� \ 9 �b 1°j �1 • GJ rp 00 Acb X61 �1 1• .;.::�. "� P / `r \O��P e���`'��y p O?- � 4ig1 0 ^k� 86.9 RIM 87.34 / �� ��G� P\ �,\°1B / 86 93 yy A�� INACCESSIBLE / + E *' O G PAN lid 1 1 40 1 (call 46 hours before you dig! IT'S THE LAW! 1 -800- 432 -4770 0o ORIGINAL RECEIVED SEP 12 2009 eIS E > '• PLANNING DEPARTMENT � t ' CITY OF CLEARWATER 1 DESIGN: BAB 4625 EAST BAY DRIVE, SUITE 21 1 ��4IL�4TIO� ONCOLOGY 1, BRIAN BARKER, HEREBY CERTIFY AS A LICENSED PROFESSIONAL ENGINEER, I �E`� �� WORK ORDER N07 2008 -132 E E L & SSOCES IAT CLEARWATER, FL 7.821 REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE HE EST THAT THE ABOVE PH 727.822.4151 FAx727.821.7255 PROJECT'S SITE AND /OR CONSTRUCTION PLANS, TO THE BEST OF MY •. f.�ry,; 4 DATE: AUGUST 12, 2008 DRAWN: PJL 1��'�I�OLITION PLAN KNOWLEDGE, INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA `�•,,,, VVVVW.CFREDDEUEL.NET SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED 1 08/26/08 COMMENTS CITY OF CLEARWATER (AUG. 6, 2008) PJL O b SCALE: 1 " = 20' CERTIFICATE OF AUTHORIZATION NUMBER 26320 STANDARDS. I UNDERSTAND THAT IT !S MY RESPONSIBILITY AS THE PROJECT'S REV.# DATE REVISION BY CHECKED: APC CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS LICENSED BUSINESS NUMBER # 107 PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF THESE CLEARWATER FLORIDA SUBMITTED PLANS. BRIAN A. BARKER, P.E., 56728 SHEET NO. 2 OF 5 R= 1140.00' A= 313.39' 04 1 0= 15'45'02" R= 1060.00' A= 135.41' X7'19'09" oon 12 O. . 00. �c") ®� G) 3113 \ \ TREE GRADING LEGEND: SYMBOL NAME GRADE LO LAUREL OAK C HYBRID LL LAUREL ZLIVE OAK SP SABAL PALM 4 @ C 1 @ B CI CANARY ISLAND PALM B SM I SLYVESTOR MEDJOOL PALM B \ � 1 6 $p0 2 r LOCATION MAP N.T.S. + F` �1A.° h 00 m �'� • to �` _ MH COVER GO RIM 86.34 \ O N & E INV. 81.3 6� O" W INV. 83.3 %\ p� � 0 Q O 0 Ln GRASS 7. ED �cp s U A- 000 A 9A9 6 6� 00. o tiry REMOVE CONC. WALK (HATCHED AREA) ° REMOVE COVERED °h TREE TO BE PARKING STRUCTURE e REMOVED (TYP.) , cnQ g•1 �� REMOVE ROOF AND CONC. SURFACEE 2 Q� + V13 1 STORY MASONRY � REMOVE 5" VERT. CURB o• � FF288 35 �o +� 0.1' 6�a \ cp, REMOVE ALL �b `�° �X R °� PILASTERS (TYP.) \Q REMOVE BRICK � $ ^ti ��, F`�oa REMOVE 115F +� PAVERS ,/ �SM� v ` OF ASPHALT REMOVE ROOF OV R BRICK PAVES J REMOVE 32.5 OF\ All, 1�. 2 P GP�EO �� Q I 6" VERT. CURB A. + V'O A MPS REMOVE ALL o� p o) LAS 0 CURB STOPS O �j oo °� \\ o) cow red ca c:�� ry A. % a + �� eb +. 3.0' j/ gyp, �� {�o �° ISL�N4 4!b � REMOVE SIDEWALK a + °% Oc3`.�G SAG P�Q��4, 'W`NG + C, 6 Q NO +�o' cry is Sl N TO BE / REMOVED RELOCATED O o �� \ 9 �b 1°j �1 • GJ rp 00 Acb X61 �1 1• .;.::�. "� P / `r \O��P e���`'��y p O?- � 4ig1 0 ^k� 86.9 RIM 87.34 / �� ��G� P\ �,\°1B / 86 93 yy A�� INACCESSIBLE / + E *' O G PAN lid 1 1 40 1 (call 46 hours before you dig! IT'S THE LAW! 1 -800- 432 -4770 0o ORIGINAL RECEIVED SEP 12 2009 eIS E > '• PLANNING DEPARTMENT � t ' CITY OF CLEARWATER 1 DESIGN: BAB 4625 EAST BAY DRIVE, SUITE 21 1 ��4IL�4TIO� ONCOLOGY 1, BRIAN BARKER, HEREBY CERTIFY AS A LICENSED PROFESSIONAL ENGINEER, I �E`� �� WORK ORDER N07 2008 -132 E E L & SSOCES IAT CLEARWATER, FL 7.821 REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE HE EST THAT THE ABOVE PH 727.822.4151 FAx727.821.7255 PROJECT'S SITE AND /OR CONSTRUCTION PLANS, TO THE BEST OF MY •. f.�ry,; 4 DATE: AUGUST 12, 2008 DRAWN: PJL 1��'�I�OLITION PLAN KNOWLEDGE, INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA `�•,,,, VVVVW.CFREDDEUEL.NET SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED 1 08/26/08 COMMENTS CITY OF CLEARWATER (AUG. 6, 2008) PJL O b SCALE: 1 " = 20' CERTIFICATE OF AUTHORIZATION NUMBER 26320 STANDARDS. I UNDERSTAND THAT IT !S MY RESPONSIBILITY AS THE PROJECT'S REV.# DATE REVISION BY CHECKED: APC CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS LICENSED BUSINESS NUMBER # 107 PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF THESE CLEARWATER FLORIDA SUBMITTED PLANS. BRIAN A. BARKER, P.E., 56728 SHEET NO. 2 OF 5 0 0 O cc 0 0 N 0 GENERAL LANDSCAPE NOTES 1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum plant growth. 2. All recommended trees and plant materials will be graded as Nursery Grade No. 1 or better as outlined by the Florida Department of Agriculture and Consumer Services, Division of Plant Industry "Grades and Standards for Nursery Plants ", 7th Edition, 1998 as revised from time to time. 3. All planting shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved practices. 4. All plants shall be fertilized with Agriform 20 -10 -5 tablets as per the manufacturers specifications in conjunction with note # 5. 5. The planting soil shall be the approximate proportions as follows: 50% s and 50% organic 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 also be free of all extraneous debris, Sul as roots, stones, weeds, etc. 6. All planting areas shall receive a 3" layer of recycled hardwood log mulc which is to be watered -in after installation. 7. The plant material schedule is presented for the convenience of the Landscape Contractor. In the event of a discrepancy between the plan a the plant key, the plan shall prevail. 8. Plants shall meet size, container, and spacing specifications. Any materii not meeting specifications shall be removed and replaced at the contractor's expense. 9. All tree and shrub locations are subject to change. All locations shall bE approved by the City Project Manager prior to planting. 10. The Landscape Contractor shall be responsible for examining fully both t site and the bid documents. Discrepancies in the documents or the actL site conditions shall be reported to the City Project Manager in writing c the time of bidding or discovery. No account shall be made after contrc completion for failure to report such condition, or for errors on the pars of the Landscape Contractor at the time of bidding. 11. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to perform the work set forth in this plc set and the specifications. 12. Plant material shall be bid as specified unless unavailable, at which time the City Project Manager will be notified by telephone and in writing of intended changes. 13. Any and all questions concerning the plan set and /or specifications shal be directed to the City Project Manager at (727) 562 -4737. 14. There shall be no additions, deletions or substitutions without the writter approval of the City Project Manager. 15. The Landscape Contractor shall guarantee, in writing, plant survivability f a period of twelve (12) months from final acceptance by the City Projec Manager. 16. All dimensions to be field- checked by the Landscape Contractor prior to landscape material installation. Discrepancies shall be reported immediate to the City Project Manager. 17. All materials must be as specified on the landscape plan. If materials or labor do not adhere to specifications, they will be rejected by the City Project Manager with proper installation carried out by Landscape Contractor at no additional cost. 18. All permits necessary are to be provided by the installing contractor unl otherwise specifically stated in the specifications. 19. No contractor identification signs shall be permitted on the project, exce for the project information signs. 20. Existing sod shall be removed as necessary to accomodate new planting; 21. Any existing sod areas that are unnecessarily disturbed during the landscape installation shall be resodded to match existing. 22. The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all debris generated during the installatic of this project. EXISTING TREE LEGEND PLANT SPECIES BUFFERS: ?+ PALM TREE ® OAK TREE Q PINE TREE PLANT LEGEND PS - PHOENIX SPECIES QV - LIVE OAK LI - CREPE MYRTLE LJ - LIGUSTRUM SP - CABBAGE PALM IG - GALLBFRRY I M1=0 E=UUHL.J 1 0rVAUC I MCC 1;� IRRIGATION NOTES 1. A low volume irrigation system, that provides 100% coverage to all proposed plantings, will be designed and installed by the Contractor. 2. The proposed Irrigation System must meet or exceed ail applicable City code requirements. (i.e., Back Flow Prevention, Automatic Rain Shutoff Device, etc...) 3. Irrigation shop drawings must be submitted and approved by the City prior to the Commencement of work. 4. Irrigation system must be inspected and accepted by City Project Manager prior to installation of mulch. 5. Irrigation as -built drawings, which accurately and clearly identify all modifications & /or substitutions, must be submitted prior to final inspection and acceptance. 6. The existing 5/8" water meter will be utilized for this Irrigation System. 7. The Landscape Contractor must coordinate the placement and power supply for the irrigation control timer with the City and the General Contractor, 8. The following irrigation system components will be utilized, per each manufacturers' specifications. Toro - Netafim TechLine Self Cleaning, Pressure - Compensating Emitter Line HARDIE - Raindial 6 Station Outdoor Control Timer Richdole - 214APR 1" Electric Valve Amtec - 10" Round Valve Box. FERTILIZATION NOTES SHRUBS AND TREES All trees and shrubs shall be fertilized with " Agriform" 20 -15 -5 planting tablets at time of installation and prior to completion of pit backfilling. Tablets shall be placed uniformly around the root mass at a depth that is between the middle and bottom of the root mass. APPLICATION RATE: 1 Gallon can: 1 - 21 gram tablet 3 Gallon can: 2 - 21 gram tablets 5 Gallon can: 3 - 21 gram tablets 7 Gallon can: 4 - 21 gram tablets Trees: 3 - 21 gram tablets each 1/2" of caliper Palms: 7 - 21 gram tablets GROUNDCOVER AREAS All groundcover areas shall receive fertilization with "Ozmocote" time release fertilizer as per manufacturer's specifications. LANDSCAPE CALCULATIONS PLANT SPECIES BUFFERS: WIDTH TREES SHRUBS BUFFER MINIMUN REQUIREMENT AT TIME REQUIRED PROPOSED REQUIRED PROPOSED NEW EXISTING REQUIRED PROPOSED MAP NORTH 5 FEET 5 FEET 4 4 10(NOTE 1) 0 OF PLANTING SYMBOL COMMON NAME BIOLOGICAL NAME CLASSIFICATION PROPOSED EXISTING HEIGHT CALIPER SPACING QV LIVE OAK QUERCUS VIRGINIANA SHADE TREE 8 3 10 FEET 2.5" 2 PS PHOENIXSPECIES PHOENIXSPECIES SHADE TREE 0 2* 3 10 FEET CLEAR STRAIGHT TRUNK LJ LIGUSTRUM LIGUSTRUM JAPONICUM ACCENT TREE 6 0 8 FEET 2" LI CRAPE MYRTLE 'NATCHEZ LAGERSTROEMIA INDICA ACCENT TREE 10 0 8 FEET 2" SPA CABBAGE PALM SABAL PALMETTO PALM TREE 9 1 0 10 FEET CLEAR STRAIGHT TRUNK IC IXORA IXORA COCCINEA SHRUB (PERIMETER) 144 0 18 -24 INCHES 36" O.C. IG GALLBERRY ILEX GLABRA SHRUB (INTERIOR) 15 0 14 INCHES WITH 30" SPACING OR 24 INCHES WITH 36" SPACING HR HIBISCUS HIBISCUS ROSA- SINENSIS SHRUB (INTERIOR) 37 0 SN WHITE BIRD OF PARADISE STRELITZIA NICOLAI SHRUB (INTERIOR) 2 0 SR BIRD OF PARADISE STRELITZIA REGINAE SHRUB (INTERIOR) 15 0 CV CROTON CODIAEUM VARIEGATUM SHRUB (INTERIOR) 14 0 ZF COONTIE ZAMIA FLORIDANA GROUND COVER 17 0 1 GAL. MIN. @ 24" O.C. EG BLUE DAZE EVOLVULUS GLOMERATA GROUND COVER 91 0 JM JASMINUM MUL11FLORUM DOWNY JASMINE GROUND COVER 133 0 LM TRAILING LANTANA LANTANA MONTEVIDENSIS GROUND COVER 53 0 L LIRIOPE LIRIOPE 'EVERGREEN GIANT GROUND COVER 28 0 INTERIOR LANDSCAPING STANDARDS - PARKING LOTS: SEE PLAN FOR PLANT LOCATIONS ALL PLANTS SHALL BE FLORIDA GRADE NO. ONE AND INSTALLED IN A SOUND, WORKMANLIKE MANNER AND IN ACCORDANCE WITH RECOGNIZED AND ACCEPTED PLANTING PROCEDURES AS DETERMINED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURE "" 2 OF THE EXISTING PHOENIX PALMS ARE TO BE RELOCATED ON SITE I M1=0 E=UUHL.J 1 0rVAUC I MCC 1;� IRRIGATION NOTES 1. A low volume irrigation system, that provides 100% coverage to all proposed plantings, will be designed and installed by the Contractor. 2. The proposed Irrigation System must meet or exceed ail applicable City code requirements. (i.e., Back Flow Prevention, Automatic Rain Shutoff Device, etc...) 3. Irrigation shop drawings must be submitted and approved by the City prior to the Commencement of work. 4. Irrigation system must be inspected and accepted by City Project Manager prior to installation of mulch. 5. Irrigation as -built drawings, which accurately and clearly identify all modifications & /or substitutions, must be submitted prior to final inspection and acceptance. 6. The existing 5/8" water meter will be utilized for this Irrigation System. 7. The Landscape Contractor must coordinate the placement and power supply for the irrigation control timer with the City and the General Contractor, 8. The following irrigation system components will be utilized, per each manufacturers' specifications. Toro - Netafim TechLine Self Cleaning, Pressure - Compensating Emitter Line HARDIE - Raindial 6 Station Outdoor Control Timer Richdole - 214APR 1" Electric Valve Amtec - 10" Round Valve Box. FERTILIZATION NOTES SHRUBS AND TREES All trees and shrubs shall be fertilized with " Agriform" 20 -15 -5 planting tablets at time of installation and prior to completion of pit backfilling. Tablets shall be placed uniformly around the root mass at a depth that is between the middle and bottom of the root mass. APPLICATION RATE: 1 Gallon can: 1 - 21 gram tablet 3 Gallon can: 2 - 21 gram tablets 5 Gallon can: 3 - 21 gram tablets 7 Gallon can: 4 - 21 gram tablets Trees: 3 - 21 gram tablets each 1/2" of caliper Palms: 7 - 21 gram tablets GROUNDCOVER AREAS All groundcover areas shall receive fertilization with "Ozmocote" time release fertilizer as per manufacturer's specifications. LANDSCAPE CALCULATIONS BUFFERS: WIDTH TREES SHRUBS BUFFER REQUIRED PROPOSED REQUIRED PROPOSED NEW EXISTING REQUIRED PROPOSED AREA NORTH 5 FEET 5 FEET 4 4 10(NOTE 1) 0 100% 34 SHRUBS 361 SF WEST 5 FEET 2.1 to 5 FT. 3 3 8(NOTE 2) 0 100% 30 SHRUBS 527 SF SOUTH 15 FEET 3 to 15 FT. 4 5 6 (NOTE 3) 2 100% 49 SHRUBS 934 SF EAST 10 FEET 0 to 10 FT. 3 2(NOTE 4) 1 1 1 100% 29 SHRUBS 626 SF FOUNDATION LANDSCAPING: BUILDING PERIMETER FOR REQUIRED PLANTING = 132 FEET REQUIRED 2 ACCENT TREES OR THREE PALMS PER 40 LINEAR FOOT AND ONE SHRUB PER 20SF OF REQUIRED LANDSCAPE AREA. WIDTH OF LANDSCAPE AREA 5FT. MIN. A MINIMUM OF 50% OF THE AREA SHALL CONTAIN SHRUBS WITH THE REMAINDER TO BE GROUND COVER. -+ EAST SIDE: 35.63 FT. I I 1 1 2 ACCENT TREE REQUIRED 2 ACCENT TREES PROPOSED 9 SHRUBS REQUIRED 21 SHRUBS PROPOSED SOUTH SIDE: 96.25 FT. 6 ACCENT TREES REQUIRED 6 ACCENT TREES PROPOSED 25 SHRUBS REQUIRED 46 SHRUBS PROPOSED INTERIOR LANDSCAPING STANDARDS - PARKING LOTS: REQUIRED INTERIOR ISLAND: 10% OF GROSS VEHICULAR USE AREA REQUIRED SIZE OF INTERIOR ISLAND '150 SF MIN, REQUIRED DIMENSION OF INTERIOR ISLAND: 8 FEET GREENSPACE FROM BACK OF CURB TO BACK OF CURB 1 TREE PER ISLAND MIN. 1 TREE PER 150 SF OF REQUIRED GREENSPACE. SHRUBS: 50% REQUIRED GREENSPACE. GROUNDCOVER SHALL BE UTILIZED FOR REMAINING REQUIRED GREENSPACE IN LIEU OF TURF. REQUIRED INTERIOR GREEN SPACE= 10% x 11,525 SF = 1,152 SF PROPOSED INTERIOR GREEN SPACE = 345 SF # OF TREES REQUIRED = 1,152 SF /150SF =8 TREES # OF TREES PROPOSED = 2 SHADE TREES (1 PHOENIX PALM - EXISTING AND 2 CREPE MYRTLE (1 SHADE TREE) PROPOSED 6 SHADE TREES ARE PROPOSED TO GO TO THE TREE BANK # OF SHRUBS REQUIRED = (1,152SF x 50 %)/ 9SF PER SHRUB = 64 SHRUBS # OF SHRUBS PROPOSED = 17 SHRUBS GROUNDCOVER: SIZE AT INSTALLATION - 1 GALLON MINIMUM - PLANTED A MAXIMUM OF 24" O.C. ENCOURAGED IN LIEU OF TURF TO REDUCE IRRIGATION NEEDS PLANT MATERIALS WHICH ARE NATIVE TO CENTRAL FLORIDA AND WHICH ARE RECOMMENDED IN THE PLANT GUIDE OF THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ARE STRONGLY ENCOURAGED. SEE PLAN FOR PLANTING LOCATIONS TREE REPLACEMENT: EXISTING TREES PRIOR TO SITE IMPROVEMENTS HAVE A COMBINED DBH OF 159" EXISTING TREES TO BE RELOCATED ON SITE: 36" DBH PROPOSED TREES TO BE PLANTED: 52.0" DBH EXISTING TREES TO BE REMOVED: 49" DBH AT PROJECT COMPLETION THERE WILL BE AN ADDITIONAL 3" OF DBH ON THIS SITE NOTE #1: 6 CABBAGE PALMS = 2 SHADE TREES; 4 LIVE OAK NOTE #2: 3 CABBAGE PALMS = 1 SHADE TREE; 3 LIVE OAK; 2 PHOENIX PALMS NOTE #3:6 LIGUSTRUM TREES = 3 SHADE TREES; 2 LIVE OAK NOTE #4: 1 SHADE TREE IS PROPOSED TO GO TO THE TREE BANK SHRUB & GROUNDCOVER PLANTING DETAIL CLEARWATER INDEX No. 905, SH. 1 of 1 Rev. 7/15/99 N.T.S. NOTES: 1. ALL WOOD SHALL BE SPRUCE OR PINE -NOT PRESSURE TREATED. HEIGHT 2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS. 3. REMOVE ALL STRING & /OR WIRE WRAPPED AROUND TRUNK. 4. REMOVE ALL STRAPS, ROPES, WIRE, & /OR STRINGS USED TO LIFT THE ROOTBALL. 5. REMOVE ALL BURLAP & /OR WIRE FROM THE TOP OF THE ROOT BALL. 6. TOP OF ROOTBALL TO BE SET LEVEL WITH SU. ^,ROUNDING FINISH GRADE. 2 "X2 "X4' S 2 "X2 "X4' CROSS MEMBER 2 -2.5" DRYWALL SCREWS r DESIGN: BAB 4625 EAST BAY DRIVE, SUITE 211 ��11�I�17JON OANCOZOCY I, BRIAN BARKER, HEREBY CERTIFY AS A LICENSED PROFESSIONAL ENGINEER, CLEARWATER, FL 33764 REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT THE ABOVE 2 09/09/08 COMMENTS CITY OF CLEARWATER PJL SSOCIATES PH 727.822.4151 FAX 727.821.7255 PROJECT'S SITE AND /OR CONSTRUCTION PLANS, TO THE BEST OF MY DRAWN: PJL t. ;i WWW.CFREDDEUEL.NET L�1N1�,�5'"C�P�' PL�41� KNOWLEDGE, INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA - D 1 08/26/08 COMMENTS CITY OF CLEARWATER (AUG. 6, 2008) PJL SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED CERTIFICATE OF AUTHORIZATION NUMBER 26320 STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECT'S CHECKED: APC CONSULTING ENGINEERS LAND LAND PLANNERS LICENSED BUSINESS NUMBER # 107 PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF THESE V.# DATE REVISION BY CLEARWATER FLORIDA SUBMITTED PLANS. r. :ROSS OOTBALL AND LOOSENED SOIL BACKFILL (2 "X4' STAKE- SPREAD "t,A?a h . r• 3 TO 5 TIMES THE WIDTH OF THE ROOTBALL TREE PLANTING oD A-IL.: CLEARWATER INDEX No. EBB,, $H�ws F ` Rev. 8/16,6;" (� • N. rQ [[ Y.. ',O• lu T or pP BRIAN A. BARKER"", P E.,� 6V28 /MULCH 3" FROM TRUNK /MULCH 3" DEPTH /TILLED AND LOOSENED NATIVE SOIL BACKFILL WATER RING (6" WIDTH & HEIGHT) PROVIDING A WATER COLLECTION BASIN FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS. -UNDISTURBED SOIL 2 -2 "X4" STAKE W /LONG TAPER MIN. 18" INTO UNDISTURBED SOIL ORIGINAL RECEIVED SEP 12 2000 eLANNING DEPARTMENT CITY OF CLEARWATER WORK ORDER NO. 2008 -132 DATE: AUGUST 12, 2008 SCALE: 1 " = 20' SHEET N0. 3 OF 5 `c uj N M i w 0 0 N / m 3 V m a 0 0 0 0 N M i 0 0 0 i 0 0 i N U a a` U 0 a 0 U X E 0 0 of I 0 0 N 0 c0- GENERAL CONSTRUCTION NOTES 1. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 4. THE CONTRACTOR SHALL .EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE" AT 1- 800 - 432 -4770. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. 5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. 6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 8. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER, SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS WHICH ARE FROM THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER'S ENGINEER. 9. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, -AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 10. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T -99. 11. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 P.S.I. IN 28 - DAYS, UNLESS OTHERWISE NOTED. 12. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 13. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 14. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS, REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. 15. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE. 16. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SITE SAFETY. 17. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. 18. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. 19. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL. WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED TO THE NEAREST JOINT. 20. PLACE EXPANSION JOINTS WHERE 4" AND 6" CONCRETE ABUT. 21. SAW CUT EXISTING EDGE -OF- PAVEMENT PRIOR TO REMOVAL OF CURB AND PLACEMENT OF ASPHALT. 22. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T -99 (110 %). 23. DISTURBED AREA WITHIN THE RIGHT -OF -WAY WILL BE COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED. 24. DO NOT DISTURB EXISTING UNDERDRAIN OR STORM SYSTEMS. IF FILTRATION BED IS DISTURBED, CONTACT THE CITY OF CLEARWATER ENGINEERING DEPARTMENT AT 562 -47.7 FOR ASSISTANCE. 25. COORDINATE THE CUTTING OF DRIVEWAYS WITH OWNER PRIOR TO CUT. ALL DRIVEWAYS WILL BE IN PASSABLE CONDITION AT END OF WORK DAY. '' 26. CONCRETE DRIVEWAYS PERMITTED TO BE CUT ARE TO BE RESTORED WITH 6" OF 3,500 PSI CONCRETE WITH 6" X 6" 6 GAUGE WIRE WELDED FABRIC. PLACE 1/2" EXPANSION JOINT BETWEEN BACK OF CURB AND NEW DRIVE. ANY PORTION OF DRIVEWAY AT OR NEAR CUT THAT BECOMES UNDERMINED WILL BE REMOVED PRIOR TO CONCRETE BEING PLACED. EXISTING CRACKS IN DRIVEWAYS ARE TO BE DOCUMENTED AS PRE - EXISTING OR THAT SECTION REPLACED AT CITY OF CLEARWATER ENGINEERING DEPARTMENT'S OPTION. AREA BENEATH PATCH TO BE MECHANICALLY TAMPED PRIOR TO PLACING CONCRETE. MINIMUM REPAIR WIDTH TO BE 5' WITH NO SECTION LEFT SMALLER THAN 5'. 27. ASPHALT DRIVES PERMITTED TO BE CUT ARE TO BE RESTORED UTILIZING THE SAME MATERIAL AS EXISTING BASE WITH MINIMUM 6" THICKNESS, COMPACTED AND PRIMED. ASPHALT IS TO MATCH EXISTING THICKNESS WITH A MINIMUM OF 1 1/2" THICKNESS. ASPHALT TO BE PC -3 OR ALTERNATE APPROVED BY CITY OF CLEARWATER ENGINEERING DEPARTMENT PRIOR TO USE. ASPHALT IS TO BE COMPACTED TO ACHIEVE DENSITY REQUIREMENTS FOR PC -3. RECEIPTS AND DELIVERY TICKETS SHOULD REFLECT SUPPLIER AND HIS CERTIFICATION AS TO TYPE OF ASPHALT SUPPLIED. ` 28. TYPE OF SOD USED TO RESTORE OWNER- MAINTAINED AREA IN RIGHT OF WAY SHALL BE COORDINATED WITH OWNER. 29. NO STOCKPILING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT AND DEBRIS WILL BE REMOVED FROM JOB SITE DAILY. ROADS AND SIDEWALK TO BE SWEPT DAILY AS PART OF DAILY CLEAN -UP. 30. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE, IN THE OPINION OF CITY OF CLEARWATER ENGINEERING DEPARTMENT, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY CITY OF CLEARWATER ENGINEERING DEPARTMENT, 31. THE PERMITTEE'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFETY ACT (FLORIDA STATUTES, SECTION 553.60 ET. SEQ.) AND THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EXCAVATION SAFETY STANDARDS (29 C.F.R. SECTION 1926.650, SUBPART P) WHICH SHALL APPLY TO CONSTRUCTION, OPERATION AND MAINTENANCE PURSUANT TO THIS PERMIT. 32. NOTIFY PROPERTY OWNERS REGARDING SPRINKLER SYSTEM, PLANTS AND MAIL BOXES THAT WILL BE DISTURBED DURING CONSTRUCTION PRIOR TO STARTING WORK. 33. PRIOR TO COMMENCEMENT OF WORK AND /OR PRIOR TO START OF RESTORATION, COORDINATE THROUGH A "WALK- THROUGH" WITH CITY OF CLEARWATER ENGINEERING DEPARTMENT REPRESENTATIVE TO ENSURE MUTUAL AGREEMENT REGARDING SUCH MATTERS AS EXTENT OF ROADWAY TO BE OVERLAID AFTER PATCHING, THE EXTENT OF DRIVEWAY REPLACEMENT - ESPECIALLY CONCRETE, ETC. 34. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A SAFE AND EASILY ACCESSIBLE PAVED OR UNPAVED PATHWAY FOR PEDESTRIAN TRAFFIC THROUGH THE WORK ZONE FOR THE DURATION OF THE CONSTRUCTION PROJECT. IF THE PATHWAY LIES ALONG A DESIGNATED SCHOOL - WALKING ROUTE THEN THE CONTRACTOR MUST PROVIDE ADEQUATE SUPERVISION AND /OR GUIDANCE TO THE SCHOOL AGED STUDENTS AS THEY TRAVERSE THRU THE WORK ZONE. 35. THE CONTRACTOR IS RESPONSIBLE FOR ALL MATERIAL TESTING. 36. THE CONTRACTOR IS RESPONSIBLE FOR ALL SURVEY STAKE OUT AND AS -BUILT SURVEY. THE AS -BUILT SURVEY MUST MEET CITY OF CLEARWATER STANDARDS AS SET FORTH IN THE UPDATED SECTION III OF THE CONSTRUCTION STANDARDS. 37. A HURRICANE PREPARATION PLAN IS REQUIRED. THE CONTRACTOR SHOULD SUBMIT THIS AT THE PRECONSTRUCTION MEETING OR SHORTLY AFTER. V.# I DATE GRADING AND DRAINAGE NOTES 1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C -76) UNLESS OTHERWISE NOTED ON PLANS. 4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C -900, CLASS 150 STANDARDS, UNLESS OTHERWISE NOTED. 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H -20 LOADINGS. 6. THE CONTRACTOR IS TO SOD THE RETENTION /DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY. PAVING NOTES 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL. 2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO FDOT STANDARD SPECIFICATIONS 971 -12 OR 971 -13. PARKING STALL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (12) INCHES. 5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS ". PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQ-, REMENTS HAVE BEEN MET. WATER SYSTEM NOTES 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER 2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C -900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D -2241. 4. WATER MAINS LESS THAN 4" SHALL BE PVC SDR21. 5. ALL FITTINGS 2" AND SMALLER SHALL BE PVC SDR21 WITH PUSH ON JOINTS. NO SOLVENT CEMENT WELD PIPE OR FITTINGS SHALL BE USED. 6. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509 7. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL. 8. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 9. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES. 10. THE IRRIGATION SYSTEM SHALL HAVE COLOR CODED PIPING AND LABELING ON THE PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING. 11. JOINT RESTRAINTS SHALL BE USED AS REQUIRED BY COUNTY SPECIFICATIONS. NO THRUST BLOCKS SHALL BE USED. WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. CONTRACTOR TO PERFORM CHLORINATION. BACTERIOLOGICAL SAMPLING SHALL BE BY THE LOCAL PUBLIC HEALTH UNIT AND /OR LOCAL UTILITY. CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR SEWER FORCE MAINS AND RECLAIMED WATER PIPELINES. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62 -610, F.A.C. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62 -610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. (D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E- 6.002, F.A.C. VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62 -610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62 -610, F.A.C. SANITARY SEWER NOTES 1. ALL SANITARY SEWER MAINS & LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE PIPE, SDR 35 OR'AS OTHERWISE INDICATED ON THE CONSTRUCTION DRAWINGS. 3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION D- 3034 -77C, MA SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. 6. ALL PVC FORCE MAINS SHALL BE CLASS 200, SDR 21, COLOR GREEN, WITH A GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ "FORCEMAIN ". 7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8, OR A 21.51. 8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT REQUIRE D.I.P. ARE TO BE POLYLINED OR EPDXY LINED. 9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H -20 LOADING. 10. CONNECTIONS MADE WHICH JOIN OTHER PIPE MATERIALS TO EXISTING VCP MAINS SHALL BE MADE USING A STAINLESS STEEL SHIELDED SEWER COUPLING AS MANUFACTURED BY MISSION RUBBER COMPANY, GASKET TO MEET ASTM C- 425 -91 TABLE 2,300 SERIES STAINLESS STEEL SHEAR RING WITH A MINIMUM THICKNESS OF 0.012 ", 316 SERIES STAINLESS STEEL CLAMPS WITH NUT & BOLT TAKE UP, SHEAR RING AND CLAMPS TO MEET ALL REQUIREMENTS OF ASTM A -167, TRANSITIONAL SIZES TO UTILIZE A ONE PIECE GASKET. EXISTING CLAY PIPE SHALL BE REMOVED TO UNDISTURBED PIPE BEDDING AND REPLACED WITH PVC OR DIP AS APPROVED BY THE CITY. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVITY SEWERS INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION. MAXIMUM ALLOWABLE LEAKAGE RATE: 200 GPD PER INCH PIPE DIAMETER PER MILE. TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTA NC PRESSURE TEST IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. S.W.F.W.M.D. / EROSION CONTROL NOTES 1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION TO PREVENT SOIL EROSION AND SILTATION. 2. ROUGH EXCAVATE RETENTION AREAS. 3. DIRECT ALL SURFACE DRAINAGE TOWARD RETENTION AREA DURING CONSTRUCTION. 4. AFTER PAVING, GRADE RETENTION AREAS TO CONTOURS, SHAPE AS SHOWN AND SOD. 5. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER 6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN. NOTE: PLAN CONFLICTS, SHOWN OR UNSHOWN, WITH OTHER EXISTING SITE IMPROVEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ADJUSTMENTS AND PROTECT OR REINSTALL ALL DISTURBED EXISTING UTILITIES, PHONE LINES, POWER LINES, POWER SUPPORT CABLES, SPRINKLER LINES AND CONTROLS, MECHANICAL PIPELINES OR UNDERGROUND POWER CABLES AND RETURN EXISTING CONCRETE WALKS, DUMPSTER PADS, FENCE, HANDRAIL, VALVES, HYDRANTS, GUY WIRES, ELECTRIC BOXES AND PIPELINES WHICH SHALL BE REPAIRED OR REINSTALLED AS INCIDENTAL TO THE COST OF WORK SHOWN HEREUNDER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVE ANY CONFLICTS PRIOR TO AWARD OF THE CONTRACT. NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 40D -4 & 40D -40 F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION 373.129. F.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A OFFENSE. MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORMWATER DISCHARGE FACILITY 1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. 2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER, SUBSTANCE THAN STORMWATER. 3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS. 4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN. OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND /OR SCARIFY THE POND BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E. GASOLINE, OIL, GREASE, CHEMICALS, ETC. THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND FLUSHED SEMI - ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN A PERMITTED FACILITY. DESIGN: BAB DRAWN: PJL r ,: 1 4'i S SOCIATES REVISION gy CHECKED: APC CONSULTING ENGINEERS �' LANC)`SURVEYORS LAND PLANNERS NOTICE TO ALL CONTRACTORS AND DEVELOPERS THE DOMESTIC WATER SYSTEM FOR THIS PROJECT MUST BE INSPECTED BY OUR OFFICE IN ORDER THAT THEY BE CERTIFIED TO THE APPROPRIATE GOVERNMENTAL AGENCY. IT IS, THEREFORE, IMPERATIVE THAT OUR OFFICE BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BACKFILLING OVER THESE FACILITIES. FAILURE TO DO SO WILL RESULT IN THESE FACILITIES HAVING TO BE UNCOVERED AND INSPECTED BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. YOUR CERTIFICATE OF OCCUPANCY WILL BE WITHHELD UNTIL THE MATTER IS RESOLVED. DEUEL & ASSOCIATES (727) 822 -4151 CLEARING AND GRUBBING NOTES 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. 9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION. PROGRESS. 10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION /DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE- SODDED IN ACCORDANCE TO THE PLANS. 12. CONTRACTOR IS TO PROVIDE EROSION CONTROL /SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. 4625 EAST BAY DRIVE, SUITE 21 1 R, 4 1, 4TION 02VCOLOCC CLEARWATER, FL 33764 PH 727.822.4151 FAX 727.821.7255 7 \M C,4TIO.N,LS'' NW.CFREDDEUEL.NET CERTIFICATE OF AUTHORIZATION NUMBER 26320 LICENSED BUSINESS NUMBER # 107 CLEARWATER FLORIDA I, BRIAN BARKER, HEREBY CERTIFY AS A LICENSED PROFESSIONAL ENGINEER, REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT THE ABOVE PROJECT'S SITE AND /OR CONSTPUCTION PLANS, TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECT'S PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF THESE SUBMITTED PLANS. r • j;v !� i BRIAN A. BARKER, P.E.; 56728 ORIGINAL RECEIVED SEP 12 2000 PLANNING DEPARTMENT CITY OF CLEARWATER WORK ORDER N0. 1 2008 -132 DATE: AUGUST 12, 2008 SCALE: N.T.S. SHEET N0. 4 OF 5 4" Drop at All Drives e�` �• 3' Traneilion NUTS• Wngs «Iy it 4" Drop at All Drives Qo, °F 7 s � side slo es Re utre. Remove Curb if Existing 8. 5" 1" 2 "R IFY��d Exist Conc Drive 1 -t 2 "R �� P° / Min. 6" 2" N Wearing o< Back of Curb Max Sloe 12 12 Max Slope Wearing Surface \_ P 1 -1/2 "R 9 A A oT t'o p 3 "R Surface Non -slip surface requlra- 1 ,; ,.• \ I ,. menu see Note B. b ::4:. ;�:•.: ,:: 4„ Pavement O / i0 L I 1/2" Exp. Joint 1/2" Exp. Joint v c " c.;:.• / •v::: v :: ::: • 'p '' ',.P Base a' o iR ;v: :;:tl ::::::/ ? :6 :•'o.• v d art R.O.W. Line TYPICAL DRIVEWAY CROSS SECTION Base / i Conc. Sldewal!: / Compacted. Compacted PLAN VIEW S a 'ub rise' E.e DETAIL CONSTRUCTION ALTERNATE / / /� / /i. / /i / /\�\ \ \�� \ \� \ \� E o 6 4' Min Residential Street 1' City R W i %\/ Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut o ' 5' Min Arterial Street 2' County R/W NOTE: When used on high side of roadways, the Cross slope or Remove entire Curb and Replace as Part of Sidewalk Ramp. �iNH d of the gutter shall match the cross slope of the co STRAIGHT CURB adjacent pavement and the thickness of the lip shall Modified and Valley Gutter Curbs 1/4" per Foot be 6 ", unless otherwise shown on plans. join exist back of curb Textured Surface 1^ 1. Max Slope �� Back of Curb 3000 psi conc 4' thick. Constr. 6°' TYP E I CURB - thick at driveways with 6x6 #10 Remove to an welded wire mesh. See note 7. .• .: ,•'Q.•'._',: • �; :'¢:.� •. 3, �1/2" Expansion Joint even joint or sawcut Back of Curb SECTION A -A SECTION B -B NOTES: NOTES: Construction Symmetrical 1. There shall be a 1/2" seal joint between 1. Provide tooled pinta at distances matching the width. Also 6. Ramps shall have a tactile surface, textured to a depth not tO About Driveway j lace expansion Joints at drive \ \ Y back of curb and driveway. P P J Ys• exceeding t/8' by use of tamp or roller in conformance with 2. If some physical obstruction exists which prevents the placing requirements of FDOT Roadway and Traffic Design Standards, Y �S.nd 2. Concrete in curbs shall be 3000 psi, with of sidewalks as shown, contact the Engineering Division for Detail 304 err moat recent modificatlone. fiber mesh reinforcin . °I�an'ate location. Face of g g 3. Wooden and other spacers will not be permitted in sidewalks or \ /\ Surface driveways Curb 4. Ni coatings d any kind will t permitted ro concrete 4" I.D. P.V.C. Pipe CITY OF CLEARWATER, FLORIDA sidewalks or driveways without specific approval of the City CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION Engineer. PUBLIC WORKS ADMINISTRATION 3' TRANSITION AT DRIVES ENGINEERING 5. All concrete shall he 3000 psi min. a 26 der 3 4/9/02 Rev. Nat. R.G PARKING METER POST p ye, with fiber ENGINEERING wv BY DATE mesh reinforcing. !f Dq[ ovo 6. Concrete surfece to be light broom finish. 1 1/9s Dosed note TYPICAL SIDEWALK t CHEC(EO BY TYPICAL CURB CROSS DNDtOt Na oea®w CONSTRUCTION AND SLEEVE DETAIL HANDICAPPm SIGNS SEE INDEX NO. 119 O \a• CONC. WICK RANP OONN RAMP DOWN CONG WNJC �Ip" Qva' SEE INDEX NO. 109 SEE INDEX NO. 109 �l try � \t� 1rl• STRIPE - WIDE( TRAFFIC BLUE DETAIL OF SIDEWALK TRAFFIC WHITE PARKING ONE SIDE ONLY + 6" WIDE TRAFFIC WHITE NOTE: Concrete to be 3,000 psi, with fiber mesh reinforcing, 'T Q STROKE STRIPE (TYPICAL) (T1PiaAL) 2 -1/2" min 2" min so. NOTES: 1. Meter post sleeve shall be 4" i•d. P.V.C. s' -o cut to 12" lengths. N 2. Contractor shall select method of construction. j There shall be no variation of unit price bids. i • -1- n uT I f 3. Meter post locations shall be marked by an °x' e • 0 1• (TYPICAL) in the concrete. I 1r -o' I e'-o• I t1' -a I 4. Concrete to be 3,000 P.S.I., with fiber mesh reinforcing. �- 7 -3/4" --� Typical 7-1/2" -� #� ear HANDICAPPED STALL DETAIL TYPE A TYPE C NOTE: All pavement markings to be thermoplastic. CRY OF CLEARWATER, FLORIDA CRY OF CLEARWATER, FLORIDA CITY OF CLEAT PUBLIC WORKS ADMINISiRA710N PUBLIC WORKS ADMINISTRATION PUBLIC WORKS ENGINEERING ENOINEERING Ell {{ n CONC SIDEWALxS k s n +vim +ter teal rrr I 4/9/02 Rw. N"Im R.C. ♦t41S 101 7. Concrete dfiVBWOy COnetfUCtlOn eh011 be 6 thick w 6x6 /10x10 / 11/93 madlT,d aA al JAR Ty.,+ �� (� t 4/9/02 Rev. Nalee 0.G am® !Y (6 - 1 4/9/°1 Ray. Natee R.D. am® 61' 1ti�'IEEL .STTiP� DESIGN e' �CT10N5 welded wire mesh reinforcement. RAMP DETAIL nR ° REINFORCED C{k REV. DATE DESCRIPTION APP. I Or 2 M• DAM ��+ A� t OF S P• DAIS m0lIICN APP 1 t lilt DATE OesOL9em1 IyP. �,s OPTIONAL POST 20'1 PRINCIPAL POST POSITION POSITIONS SERVICE CONNECTION DETAIL �, a a ^ �- 1 D" ¢ Flow e e ^ STANDARD PRE - PAINTED F (CANTED 20' TOWARD FLOW) Tapped Flange Brass Nipples 2" Bac&flow Tapped Flange DISABLED PARKING SIGN - Of Ball Valve (Typ.) Provienter Ball Volvo WHITE BORDER ON t/8" THICK SHEET > NOTES: & SYMBOL ALUMINUM 1. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.O.W., APPROX. 4 FT. BACK OF CURB BLUE BACKGROUND FILTER FABRIC UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER. 90' Brooms EII 90" Brass Ell 2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE BYPASS DETAIL PARKING BY BLACK BORDER SHEET NO. 3). THESE SERVICES TO BE CONSISTENT WITHIN THE SUBDIVISION. DRIVEWAYS SHALL DISABLED Approved Badtfloa & LETTERS PERMIT SILT FLOW NOT BE BUILT OVER METERS. Provente. WHITE BACKGROUND ONLY 3 ALL LINES SHALL BE CHLORINATED AND PRESSURE TESTED (TEST FOR ONE HOUR 150 P S I) D-11 lent Seat R III t Seat BLACK BORDER $255 FINE WHITE BACKGROUND F. S. 318.14 O1 ALL LETTERS •,-Z7 I - 1' SERIES 'C" Sn 2" HOT DIPPED GALVANIZED STANDARD WEIGHT STEEL PIPE ;;•• I it _:.` ::F.•;• • I• I- c:,1 I, 2i: -I I I 8'X2' -6' CONCRETE MASS. M Ic ! I I FINISH TOP OF MASS LEVEL _ _ N WITH A SLIGHT RAISED WASH i APPROXIMATELY 1/2' ABOVE I> , •• - °: LEVEL OF TURF /SOD. G• I I G' rn CITY OF CLEARW I, 6' i PUBLIC WORKS ! ENGINE HANDICAPPED SIGN DETAIL ttAhlM lI. TYPI gCA1 -HAI AffiA mAle 11 AR. �'® TYPICAL SECTION NOTES: 1. 2" PVC CONDUIT TO EXTEND 2' BEHIND BACK OF CURB, BOTH SIDES OF ROADWAY (NOT REQUIRED ON SERVICE REPLACEMENT). 2. PVC CONDUIT TO BE MIN. 18" BELOW THE SURFACE MEASURED FROM TOP OF FACE OF CURB. 3• WATER MAINS TO BE MIN. 30" BELOW GRADE and APPROX. 4' BACK OF CURB 4. CURB STOP TO BE LOCATED APPROX. 1 FOOT BACK OF RIGHT -OF -WAY. 5. SERVICE LINE TO BE MIN. 12" and MAX. 18" BELOW GRADE. - O N 1, �-- 2' (Typ.) 1' - Yy 18 Min. 30" Mtn. 12 " -18" i 3/4" Polyethylene Water Service Tubing Threaded Curb Stop n 2" PVC Conduit Corporation Stop T P (Typ. 5/8" meter) (Typ.) Water Main CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDNAxN er WATER MAIN VIM= � CHECKEED er SERVICE LINES IIESCNm I.I. TYPICAL SECTION Ill sari t oxor mI Alvr 2 TYPICAL HYDRANT SETTING 1. Set Stakes 2. Excavate a 4" x 4" Trench 6' Max. Upscale Along The Line Of Stakes .,C�� ; { �_ Irl Top View Approved Backflow �� WOOD POST =^ J I_ L LL STEEL OR (-{ L Water Meter Connection Prevention Device Back of Curb Max. 15' - Min. 4' or Edge of Pavement Flow Ford Regulator Adaptor Ford Angle - - Distance Varies Valve Box Valve (Typ.) - Meter c Brass E m U) Nipple i N 12„ U N I Mach. Joint Valve ONLY APPROVED 1 ®Kennedy Guardian No. K -81D 1 iI Muller Centurion No. A -423 U.S. Pipe Metropolitan TYPICAL SINGLE DEVICE 3/l and 1" MODELS NOTES: i NOTE: 1. Steamer Connection to Face Street. I Restraining Joint (Typ.) Device must be installed level. 2. All Fire Hydrants to have 5 1/4" Valve Seat. CITY OF CLEARWATER, FLORIDA CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION * APPROVED R.P. DEVICES * APPROVED DOUBLE -CHECK VALVES PUBLIC WORKS ADMINISTRATION 3. Fire Hydrants Shall be Placed at Street Comers ENGINEERING ENGINEERING �° 5 or in the R.O.W. Adjacent to $ids Lot Lines REDRAWN BY T1PK:AL HYDRANT -° s 2 Hersey -Beeco Model FRP II Hersey Beeco Model FDC Im�v�BY TYPICAL METER SETS W °A Watts Model 909 or 009 Watts Model 709 or 007 aE«m By BACKFLOW PREVENTERS IN, a IN TYPICAL 11 I• I UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE Plate Strainer s an OS Hk Y Valve � � OS & Y Naive TESTING AND CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES. Flanged Tee Flanged Teo 4. TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES. NOTE: TURN ENDS OF ®5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO MAINS. Flanged 90• Bend` ��Flanged 90' Bend FENCE UPHILL 6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36 ". O o o 0 0 0 0 Uniflange ELEVATION Meter ® Threaded Corporation Stop Curb Stop 12" D.I. Pipe 6' MAX. MUELLER B -25008 MUELLER H24350 or Ford or approved equal 843 -332 -WQ with Lock Wing and FILTER FABRIC (IN (Tap at 45' Angle) Compression inlet (3/4" or 1" use Supptlrte CONFORMANCE WITH meter swivel nut, 1 -1/2" or 2" use SEC. 985 FDOT SPEC.) FIP outlet) or approved equal \- I Z_ 7 -4 swing gate (typ.) ® M.J 90 Band M.J. 90' Bend I clearance min. GROUND LINE Water Service Tubing Driscopipe 5100 or Endot /Yardley Flow TYPICAL COMPOUND WATER METER SET \ \ \� X� OR APPROVED ALTERNATE Blue Jet, SDR 9, 3408 Polyethylene NOTE: n.t.s. I CV Z 00 �R T- ®Iron service saddle Ford FC 202 series W�StalnleSS steel band CITY OF CLEARWATER, FLORIDA H>ar PUBLIC WORKS ADMINISTRATION 1. 0 S & Y Valve Handles will be Chained and Locked. 2. Meter Sets will be Painted After Installation. 3. Bypass Pipe & Fittings Shall be Threaded Brass. CITY OF CLEAF *APPROVED R P DEVICES * APPROVED DOUBLE -CHECK VALVES PUBLIC WORKS a` t to C rr - 18" Min. 24" Max. ENGINEERING DEPARTMENT Water Main ® nn/D6 of waoailmis sr. ENGINEERING ENGIN and epoxy coated Hersey -Beeco Model 6CM Hersey -Beeco Made] No. 2 REONAWN BY lE REDRAWN BY Now ductile iron body or0j°0 a'+" "'v &VJ). 01 5 Ames 5000 SS Ames 2000 SS �354 SECiTION Tr7APORARY SILT y iK TnTeI enter oEaao er WATER MAIN SERVICE n o. Watts Model 909 or 009 Watts Model 709 or 007 C HECNI EQeY M• �� approved equal. TIIOeTT}E �{ LM.M. CONNECTION DETAIL Conbraco 40200 Conbraco 40100 IIIM aAli OT7alIOI Alp, REV. DATE DESCRIPTION Al °�'rnm BY 1 O. 3 REV. DATE DESCRIPTION App, DESIGNED BY 1W1 RSF - TYPICAL FIRE HYDRANT SETTING � EXTRA STRENGTH FILTER ® NEEDED WITHOUT WIRE 1 0 0 0 n.t.s. Whenever Possible. 1 8/04 RRrvied Nob C.11 _IL CIECKQI9YSgTIBtSECTIa! aH°H0' Conbraco 40200 Conbroco 40100 3 4 and 1 MODELS UP 3 See Sheet 3 for Typical Connections & Fittings. BEY. DATE DESCRPION APP. aESUG.ef -3BY 2 OF 4 REV. DATE DESCRIPTION Al DES B. 1 OF e TYPICAL FIRE HYDRANT SETTING n.t.s. n.t.s. -- Fire Hydrant Assembly ONLY APPROVED IN (Typ.) Kennedy Guardian No. K -81D Muller Centurion No. A -423 Distance Varies U.S. Pipe Metropolitan _ " I - - - 10- - - - Tie beam with 18 Min. --~jl 1 - #5 rebor continuous Connecting Piece w/integrally o Fire Hydrant Assembly 24" Max. ca t M h J i t GI d Valve Box Valve Box - - - -ar- s an M one End -D.I. Rotatable Mech. (Typ,) 7 -4 swing gate (typ.) ® M.J 90 Band M.J. 90' Bend I clearance min. o Water Service Tubing Driscopipe 5100 or Endot /Yardley Flow TYPICAL COMPOUND WATER METER SET \ \ \� X� OR APPROVED ALTERNATE Blue Jet, SDR 9, 3408 Polyethylene NOTE: n.t.s. , ®Iron service saddle Ford FC 202 series W�StalnleSS steel band CITY OF CLEARWATER, FLORIDA H>ar PUBLIC WORKS ADMINISTRATION 1. 0 S & Y Valve Handles will be Chained and Locked. 2. Meter Sets will be Painted After Installation. 3. Bypass Pipe & Fittings Shall be Threaded Brass. CITY OF CLEAF *APPROVED R P DEVICES * APPROVED DOUBLE -CHECK VALVES PUBLIC WORKS a` t I I Valve and Hydrant Too drop pin CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT Water Main ® nn/D6 of waoailmis sr. ENGINEERING ENGIN and epoxy coated Hersey -Beeco Model 6CM Hersey -Beeco Made] No. 2 REONAWN BY lE REDRAWN BY Now ductile iron body or0j°0 a'+" "'v &VJ). 01 5 Ames 5000 SS Ames 2000 SS �354 SECiTION Tr7APORARY SILT y iK TnTeI enter oEaao er WATER MAIN SERVICE n o. Watts Model 909 or 009 Watts Model 709 or 007 C HECNI EQeY M• �� approved equal. TIIOeTT}E �{ LM.M. CONNECTION DETAIL Conbraco 40200 Conbraco 40100 IIIM aAli OT7alIOI Alp, REV. DATE DESCRIPTION Al °�'rnm BY 1 O. 3 REV. DATE DESCRIPTION App, DESIGNED BY 1W1 RSF - TYPICAL FIRE HYDRANT SETTING � EXTRA STRENGTH FILTER ® NEEDED WITHOUT WIRE 1 0 0 0 n.t.s. Whenever Possible. 1 8/04 RRrvied Nob C.11 _IL CIECKQI9YSgTIBtSECTIa! aH°H0' Conbraco 40200 Conbroco 40100 3 4 and 1 MODELS UP 3 See Sheet 3 for Typical Connections & Fittings. BEY. DATE DESCRPION APP. aESUG.ef -3BY 2 OF 4 REV. DATE DESCRIPTION Al DES B. 1 OF e TYPICAL FIRE HYDRANT SETTING n.t.s. n.t.s. -- Fire Hydrant Assembly ONLY APPROVED IN (Typ.) Kennedy Guardian No. K -81D Muller Centurion No. A -423 Distance Varies U.S. Pipe Metropolitan _ " I - - - 10- - - - Tie beam with 18 Min. --~jl 1 - #5 rebor continuous Connecting Piece w/integrally o Fire Hydrant Assembly 24" Max. ca t M h J i t GI d Valve Box Valve Box - - - -ar- s an M one End -D.I. Rotatable Mech. (Typ,) 7 -4 swing gate (typ.) `6' Joint Gland on Other End. I clearance min. o conc. Filled (typ) CONNECTED WITH 2 -3/4" STEEL BANDS. \ \ \� OR APPROVED ALTERNATE Length Varian 1 I , 1 - #5 at 4' center (See Note 1) a` t I I Valve and Hydrant Too drop pin I ° c yj n w/D.I. Rotatable Mech. Joint NAIL TO BATTENS & STAKES (typ.) � 7. -4" clearance min. Gland on Plain End Branch. 0 Mach. Joint 0 PROVIDING A WATER COLLECTION BASIN 00 Valve • I Tapping Sleeve do Valve Mech. Joint Valve a By City, Fee by or Owner Contractor 3" MULCH LAYER 0 0: ® 6• Z3000 A EXISTING UNDISTURBED SOIL swing gate (typ.) Water Main \ \ \ Restraining Joint �Exiat. NOTES: I Connecting Piece w/integrally (Typ.) Water Main 1. On Hydrants Requiring Runout cast Mech. Joint Gland on ` -8 "x 16" concrete footing fiber mesh reinforcing - monolithic, min thickness, Last Two Joints Must Be Restrained one End -D.I. Rotatable Mech. w/ 2- y5 rebor (typ.) Per Detail 403 (2 of 2). CITY OF CLEARWATER, FLORIDA Joint Gland on Other End. ' tie C CITY OF CLEARWATER, FLORIDA CITY OF CLEARWATER PUBLIC WORKS ADMINISTRATION ENGINEERING N.I.S. PUBLIC WORKS ADMINISTRATION pin (tom) fill�ioiilt�i. N.T.S. NOTES: ENGINEERING REDRAWN r TYPICAL HYDRANT ° s 2 a,Ea® er SETTING ,RD D, 1. All Fire Hydrants to have 5 1 /4" Valve Seat. &V D Y TYPICAL HYDRANT �° 0 CHECKED BY SETTING OESr NEE. BY PLAN MEW t g/o,F Revl�ed Nob 2. See Index # 407 for Jack &Bare Details. aLe. DND a TAPPING SLEEVE dt VALVE ' PUBLIC WORKS ADMINISTRATION REV DATE DESaAIPIION ATP. 4, CH. 3 OF 4 RE`I. DAIS DESCRIPTION DESIGNED er ATP. RY r`JlY 4 OF 4 I I- I I 7 -4 swing gate (typ.) `6' dia. Steel bollards I clearance min. o conc. Filled (typ) CONNECTED WITH 2 -3/4" STEEL BANDS. I OR APPROVED ALTERNATE 1 I REMOVE BURLAP AND ALL TIE MATERIAL 1 - #5 at 4' center I I o a` t I I 6' drop pin I ° yj n I NAIL TO BATTENS & STAKES (typ.) 48" m Max I 7. -4" clearance min. WATER RING (6" WIDTH & HEIGHT) I I Gr de PROVIDING A WATER COLLECTION BASIN 00 to • 14' 0 � O I ?j 3" MULCH LAYER 0 0: ® 6• Z3000 A EXISTING UNDISTURBED SOIL swing gate (typ.) B. J \ \ \ 4 I I ROOT MASS BETWEEN MIDDLE AND BOTTOM I RECFW.D p.s.i. concrete slab with Min. OF THE ROOTBALL ` -8 "x 16" concrete footing fiber mesh reinforcing - monolithic, min thickness, r 1� CEP - 2000 'PLANTING w/ 2- y5 rebor (typ.) 6 "x6 "/ 10x10 W.W.W. F. O ELM ' tie C drop hole CITY OF CLEARWATER fp N.I.S. pin (tom) fill�ioiilt�i. N.T.S. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING 1 e /HSpF R.x N"t., B.V.O. DRAWN OD 9Y MIFIED elm 1 4/9/02 R_ Neta MC, CHECKED BY DUMPSTER ENCLOSURE umot N( Ill REV. DATE DESCRIPTION APP, DES SINGLE - - BY 1 aF 3 Is 4625 EAST BAY DRIVE, SUITE 21 1 'I T SOCIATES CLEARWATER, FL FUEL & SI PH 727.822.4151 FAx 727.8217.821 .7255 WWW.CFREDDEUEL.NET CERTIFICATE OF AUTHORIZATION NUMBER 26320 CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS LICENSED BUSINESS NUMBER # 107 01010"TION I APA. a 0 O O O O O 0 Top Vlew Approved Backflow Ilt Ford Meter Flange Prevention Device (Flanged) Ford Angie Valve (Flanged) Flow Meter Brass N (Flanged) �- to o m 12" _ d TYPICAL PARALLEL DEVICE N� Parallel device installation is employed whenever it is vital to maintain a continuous supply of water and where interruptions for testing and servicing would be unacceptable. Device must be installed level. I ` APPROVED R.P. DEVICES APPROVED DOUBLE -CHECK VALVES °A Hersey -Beeco Model FRP It Hersey -Beeco Model FDC IN roFa Watts Model 909 or 009 Watts Model 709 or 007 Conbraco 40200 Conbraco 40100 3015 REV. DATE DESCRIPTON APP. FLOW +Lt F`0 =Low "%:.St},'.t•�>' to k T as 11'r 4• 1 / _ AIL J. S ACING WITH }',, "' ", -'�• -' _ i -r' j';' i(;'il � WIRE SUPPORT FENCE 3. Staple Filter Material To Stokes 4. Bockfll And Compact The _ - �I I i'+') - -, �_� !- ,__I• 6' MAX SPACING WITHOUT ' And Extend It Into The Trench Excavated Soil ��, - - ; -_ -� I I---� I'T� WIRE SUPPORT FENCE _�II = -I ; ii,1-,III- a r'1 PONDING HT. PONDING HT. FILTER FABRIC a vt rh -1' STEEL OR p� ATTACH SECURELY WOOD POST I TO UPSTREAM Sheet Flow Installation 36' HIGH MAX. -\ SIDE OF POST( (Perspective View) / .1t i RUNOFF 9" MAX. RUNOFF (RECOMMENDED) STORAGE HT.,n i 'Will �'II ;�j'��'Yi�' i JI I�'A O O 12• MIN. �a ilk i[ �Tt° 12" MIN. I H r AVEL 4 x 6' TRENCH O 3 Max. If` i l A ' A I �� WITH COMPACTED GR Ts ;-t�l \�/�� BACKFlLL F law �I} ---f STANDARD DETAIL ALTERNATE DETAIL { v;�t:� �'`"•�� - -, !' �A TRENCH WITH NATIVE BACKFlLL TRENCH WITH GRAVEL ry aL l� hy."� "" "J''+' ^'•' ^rat }i S�f1 ' 1.O INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. Paints A Should Be Higher Than Point B 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. Drainage Installation 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING (Front Elevation) 77EERR,, FLORIDA EFFICIENCY. PUUBBLICW CLEARWATER. PU�OFt �CL�EAS5RWgAApgTyyQGIST TiO�N �0 +0 fNt?t!lA.EF9 INSTALLING A FILTER INSTALLING A FILTER 7 92 CHOW FABRIC SILT FENCE mmm aav nRrr FABRIC SILT FENC am In 0 eft DAN e0lOm1 Alit 2 W 3 PATS erswr 7 AM 30' 3 FDC SHALL BE PROVIDED WITH SIGNAGE STATING BUILDING BEING SERVED, LOCATION, AND FIRE PROTECTION SYSTEM BEING PROVIDED. SIGN SHALL BE RED WITH FDC serves WHITE LETTERS AND 2560 Enterprise Road PLACED BY THE FDC Fire Sprinkler System 5" STOR TZ CONNECTION O) CHECK VAL VE o OQr- m O 4" MAIN In UNDERGROUND - THRUST BLOCK PER NFPA - 04 FIRE DEPARTMENT CONNECTION DETAIL N. TS. 2r' a� G, o' DETAIL (NO- OFFSET) CLEARWATER INDEX No. 903, SH. 1 of 2 Rev. 8/05/05 N.T.S. OF PALM 41'a ON U CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING n Y PARALLEL METER SET a IY It OF 8 ALL SHRUBS /GROUNDCOVER TO BE TRIANGULAR SPACING. SEE PLANT UST FOR O.C. SPACING. 1/2 O.C. SPACING MIN. SETBACK FOR SHRUBS & GROUNDCOVERS BACK OF CURB / BED LINE CABBAGE PALMS MAY BE HURRICANE CUT ALL OTHERS MUST HAVE FRONDS TIED W /BIODEGRADABLE STRAP OR TWiNE TRUNK SHALL BE STRAIGHT AND WITHOUT CURVES, FREE OF SCARS, BURNMARKS AND BOOTS NOTE: STAKING & GUYING REQUIRED FOR PALM, IF NECESSARY, OR AS DIRECTED BY LANDSCAPE ARCHITECT. 5 LAYERS OF BURLAP, 5 - 2 "x4 "x16' WOODEN BATTENS, CONNECTED WITH 2 -3/4" STEEL BANDS. OR APPROVED ALTERNATE REMOVE BURLAP AND ALL TIE MATERIAL FROM TYHE TOP 1/3 OF ROOTBALL z 2 "X4" WOOD BRACE (3 EA, MIN.) NAIL TO BATTENS & STAKES E WATER RING (6" WIDTH & HEIGHT) PROVIDING A WATER COLLECTION BASIN TILLED AND LOOSENED NATIVE SOIL BACKFlLL to - - (3) 2 "x4 "x36" WOODEN STAKES 0 � O a. o ROOTBALL 3" MULCH LAYER 0 0: ® FERTILIZER TABLETS A EXISTING UNDISTURBED SOIL AS SPECIFIED. PLACE UNIFORMLY AROUND / `� \ \ \ ORIGINAL ROOT MASS BETWEEN MIDDLE AND BOTTOM MIN. 3 TIMES THE WIDTH RECFW.D OF ROOT MASS. OF THE ROOTBALL r 1� CEP - 2000 'PLANTING DETAIL "• • 'CL•EARWATER INDEX No. 904, SH. 1of 1 PLANNING DEPARTMENT ' tie C Rev. 8/21/06 CITY OF CLEARWATER fp r 51TE PLAN DEMOLITION NOTE5: Lu w z � p ct) p w m oC c� zp EXISTING URB EXISTING CUR TO REMAI TO REMAIN CONCRETE PAD TO REMAIN REMOVE 501L FOR NEW L e CONCRETE EQUIP. PAD REMOVE ELECTRIC TRANSFORMER REMOVE CONC. SIDEWALK ALONG L �.b AND CONCRETE PAD BLDG TO 51DEWALK INTERSECTION o MJgL A o REMOVE 5TORMWATER LINE EXIST. CONC. REMOVE HVAC EQUIP. TO BULDING CORNER RAMP TO MILL PAVING TO D NECESSARY REMOVE ELEC. REMAIN LtuE oAtl- FOR I " D-VE -R AY TIE -INTO EX15TING ti ENTRANCE I— - -- -- - - -: —1. ��- AVING - - - - - - - PROPERTY LINE REMOVE HVAC EQUIP. I ° i - --------- - - - - -- - - - -- - - - - L-- I - - - -- -- - pn L_ MAINTAIN EXISTING UNDERGROUND s. Lu/ – — – 5TORMWATER PIPING UNDER PARKING 6� �I I AND TO STREET { � �G REMOVE 5HU55ERY I AND TREES n REMOVE ALUM. CANOPY STRUCTURE, COLUMNS REMOVE UNDERGROUND REMOVE 5HRlUBERY I v� I ELECTRIC SERVICE TO AND F OUNDATION5 BUILDING AND TREES o EXI5T. ©, MANHOLE - - APPROXIMATE LOCATION EXISTING I STORY I OF UNDERGROUND ELECTRIC MASONRY BUILDING I n SERVICE 5,800 SQ.F°f. REMOVE CONC. SLAB III SSVM�O THE CONTRACTOR SHALL SURVEY THE EXISTING III N �P - FACILITY TO CONFIRM THE SCOPE OF IBC: TYPE 11 -B . DEMOLITION. IN ADDITION TO WALL AND-DOORS BU51NE55 GROUP B n SHOWN ON THE DEMOLITION PLAN, AL50 REMOVE ALL WALL MOUNTED FIXTURES, I,5 I- ' REMOVE STONE ACCESSORIES, BRACKETS, SIGNAGE, TREES AND VENEER W 5HRU55 AND ALL OTHER FEATURES FOUND I CD IN51DE THE BUILDING. w TRENCH FOR NEW REMOVE CONCRETE PAVERS JI WATER LINE STAMPED CONCRETE REMOVE SHRUBERY I > 2. REMOVE AND RENDER CURRENT UTILITIES DEAD , , W: AND ABANDON IN PLACE UNDERGROUND PIPING AND CONDUIT. PROVIDE NEW SITE, UTILITIES AND �I I I I , n I� INSTALLATION TO COMPLY WITH ALL LOCAL AND _ _ T E� I I \ull-- -- - - - - -- - - -- -I--I o�TREE � STATE CODE5 FOR 51TE INSTALLATION. a I p 39' -0" r -- - -- - - - - -- – - - - - - -� – I------ L----- - - - - -- - - - - -- SLVcI x1Ep�oLpti U� rop=- -M epj&nz �� I n n- 3. CONTRACTOR TO MAINTAIN SECURE 51TE AT ALL _ _ - –:– - :– - - - _ L _ – – - - - – - _ - r I I REMOVE EXTERIOR LIGHT TIMES. NO CLAIMS OF THEFT OR VANDALISM = = C : C C j i _ - -` - _ r-=== C _ C C - C I I FIXTURES AND CONDUIT SHALL B OWNER I REMOVE 5i1UBBERY I REMOVE 5HUBBERY I E MADE TO THE AND TREES I AND TREES 4., CONTRACTOR TO PROVIDE ACCESS TO OWNER'S SHIELDING CONTRACTOR FOR 51TE STORAGE OF I II j REMOVE CONCRETE TREE II MATERIAL5 AND INSTALLATION OF MODULAR - - - - 51DEWALK AND �'.-�RB II - BLOCK VAULT. II IN FRr,?N�- OF REMOV� :wONCRETE CURB, 5. ALL EXISTING CONCRETE CURBS AND SIDEWALKS I w ®' SAWCU ' ?" WI �, �D �xCAVATE TREE, LIGt fi► . ND PLANTI GRASS, TREES AND SHRUB3ERY TO REMAIN UNLISS OTHERWISE NOTED ON THE APPROXIMATE LOCATION I FOR NEW FIRE PROTECTION LINE BED AND PREPHRL ; ' E TO REMAIN UND15TUK5ED IN SITE DEMOLITION PLAN. I - BUFFER ZONE (TYP.) OF UNDERGROUND WATER I FOR NEW.ASPHALT - -- N SERVICE TO REMAIN PAVING G. REMOVE LANDSCAPE SPRINKLER SYSTEM IN ITS ENTI w EXIST. STORM WATER — _ INLET TO REMAIN - PROTECTI r F A'YU I I DURING CONSTRUCTION ACS lVITIE5 j– REMOVE CONCRETE WHEEL STOP SEXIST. SIGN TO ENTERPRISE AVE �`UR� ��rS C3, Oda /� `1/lipff 0 CA�tPN�r�Ta� 01) (E) a Lam) ,Cif C3� CiFN zs(unAd.a4 03), �I IN 0 JtE��C(L Ateb JboL- it (51/_ c?) 0 3 N 1 N M_ I ro 0 0 N 3 V O 0 0 0 .o N rl i 0 0 00 0 0 N V v O CL` = N u r a` F X E N N 1 m 0 0 N C M LEGEND S. SET F. FOUND I.R. IRON ROD I.P. IRON PIPE N & D NAIL & DISK M. MONUMENT C. CONCRETE A/C AIR CONDITIONER BFFPD BACK FLOW PREVENTION DEVICE COLE BOLLARD Southeasterly along the arc of a curve concave to the Northeast, radius 1140.00 feet, central angle 15 °45'02 ", arc 313.39 feet CHORD (C) CALCULATED Ca CATCH BASIN CBW CONCRETE BLOCK WALL CHB CHORD BEARING q CENTERLINE CLF CHAIN LINK FENCE CONC. CONCRETE C.T. CURB TIE CTV CABLE TELEVISION Southwesterly along said right -of -way on the arc of a curve concave to the Southeast, radius 1474.65 feet, central angle FF FINISHED FLOOR FHA FIRE HYDRANT ASSEMBLY FPC CORPORATION GF�,O� ttjJJANrEgIyVER GAV GAS VALVEt� GM GAS METER GV GATE VALVE GW GUY WIRE LB LICENSED BUSINESS LF OR ELEVATION LP LIGHTSPOLE (M) MEASURED MH MANHOLE 0 H OVERHEAD WIRES continue along said curve to the left, radius 1140.00 feet, arc 48.38 feet and a central angle of 02 °25'53" to a Point of PG PAGE1PAGES POB POINTT OF BEGINNING POL POOEINT OEEN LINE PSM ���� PROFFEESSIONAL SURRVECYOR UMAPPER AND & R RADIUS (R)_ R) RECORD 154 of the Public Records of Pinellas County, Florida, over a strip of land 30.00 feet in width lying Northerly of and REINFORCED CONCRETE PIPE W P RIGHT -OF -WAY N. SANITARY SCO SANITARY CLEAN -OUT T.B. TOP OF BLOCK TOB TOP OF BERM TOS TOE OF SLOPE TRANS TRANSFORMER UP UTILITY POLE WF WOOD FENCE WV WATER VALVE fir. ^_••. CONCRETE right -of -way line of proposed County Road 102 said Point also being the Point of Beginning of said line; thence BRICK SYMBOL LEGEND FQ= RM RW PAW 7REE OAK TREE WAM VALVE W WAM Iff" @I STORM MV*W S I SNTnAR1' MMRIOd.E T SiON QS SIMARY CL wff Al PEE TREE cENrFx UK xjc CONCRETE W" POLE �a OAS MWM POST A� All" +��q SURVEYOR AND MAPPER'S REPORT: 1. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS NOTED. 2. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH. xtp- l _. M / / S89'47'07W NORTH LINE OF SECTION 31 -28 -16 4- R= 1140.00' A=313.39' 004 A= 15'45'02" o� CR= 1060.00' A= 135.41' \ n�= 7'19'09" ,� @\ !y \ G \ F� 0 \ O 1 549.20' N.E. CORNER SECT. 31 -28 -16 PEA� CO CP UN ••�1, �6•�`a• ��O X61 O� Q N OrOOry \ 611 is � OVER ��.... • �. � �� \ �G7 P G h y \ T CIO �6a h..•�6T„•p ?3 6b �, �` G� CP 013O .• \ e�+ V N�'Y 0 SO -b X66 o ti� m�6 \G SQ PG�S °J� �� # 6 Q tii � o� Cty +� 0 �(d . O V ,�O s'IS NQ s;p.} 0 5 ,gyp �6• �p 9ti 0106 M / ^p0 09 \ .,:: • N 6� 0 2$g d / / / 4625 EAST BAY DRIVE, SUITE 21 1 OCIATES CLEARWATER, FL PH 727.822.4151 FAx 727.8217.821 .7255 WWW.CFREDDEUEL.NET CERTIFICATE OF AUTHORIZATION NUMBER 26320 CONSULTING ENGINEERS r LAND SURVEYORS LAND PLANNERS LICENSED BUSINESS NUMBER # 107 .BOUjVD_.4RY ,LS'URII�'Y PINELLAS COU SEC. 31 , TWP. 28 S., RNG. 16 E. 1M C_Jr S OR 20 ' 40' SCALE: I" = 20' BOUNDARY SURVEY OF: m A Tract of land lying in the Northeast' /4 of Section 31, Township 28 South, Range 16 East, Pinellas County, Florida, being N more particularly described as follows: From the Northeast corner of Section 31, Township 28 South, Range 16 East, Pinellas County, Florida, as a Point of N X Reference; thence S.89 °47'07 "W., along the North line of said Section 31 for 549.20 feet to the Westerly right -of -way line CO v of Village Drive, an 80.00 foot right -of -way described in O.R. Book 4931, Page 1828, Public Records of said County; said point having a radial bearing of N.71 °12'11 "E., thence along said right -of -way for the following five (5) courses: (1) Southeasterly along the arc of a curve concave to the Northeast, radius 1140.00 feet, central angle 15 °45'02 ", arc 313.39 feet to a Point of Reverse Curvature; (2) thence Southeasterly along the arc of a curve concave to the Southwest radius 1060.00 feet, central angle of 07 °19'09 ", arc 135.41 feet, to the Point of Beginning; (3) thence continue Southeasterly along said curve radius of 1060.00 feet, central angle 03 °45'16 ", arc 69.46 feet, to a Point of Tangency; (4) thence S.23 °28'26 "E., 32.66 - feet, to a Point of Curvature; (5) thence Southerly along the arc of a curve concave to the West, radius 50.00 feet, central angle 86 °36'57 ", arc 75.59 feet, to a point on the Northerly right -of -way line of Enterprise Road, a 100 foot right -of -way described in O.R. 4931, Page 1827, Public Records of said County; said Point being a Point of Reverse Curvature; thence Southwesterly along said right -of -way on the arc of a curve concave to the Southeast, radius 1474.65 feet, central angle 03 °59'54 ", arc 102.91 fLet; thence leaving said line N.30 °51'23 "W., 151.95 feet; thence N.62'46'1 8"E., 157.09 feet to the Point of Beginning. Together with a non - exclusive pedestrian and vehicular easement for ingress and egress recorded in O.R. Book 4688, Page 1. 54 of the Public Records of Pinellas County, Florida, over a strip of land 30.00 feet in width lying Westerly of and contiguous to the following described line: Commence at the Northeast comer of Section 31, Township 28 South, Range 16 East, Pinellas County, Florida; thence S.89 047'07 "W., along the North line of said Section 31, for 549.21 feet to a Point of Intersection with the Westerly right -of -way line of a proposed 80.00 foot road; thence Southeasterly along said right -of -way line and the arc of a curve to the left, radius 1140.00 feet, arc 265.00 feet and central angle of 13 ° 19'07" to the Point of Beginning of said line; thence continue along said curve to the left, radius 1140.00 feet, arc 48.38 feet and a central angle of 02 °25'53" to a Point of Reverse Curve; thence along the arc of a curve to the right, radius 1060.00 feet, arc 135.41 feet and a central angle of 07'19'09" to the Point of Termination of said line. AND Together with anon- exclusive pedestrian and vehicular easement for ingress and egress recorded in O.R. Book 4688, Page 154 of the Public Records of Pinellas County, Florida, over a strip of land 30.00 feet in width lying Northerly of and contiguous to the following described line: Commence at the Northeast comer of Section 31, Township 28 South, Range 16 East, Pinellas County, Florida; thence S.89 047'07 "W., along the North line of said Section 31, for 549.21 feet to a Point of Intersection with the Westerly right -of -way line of a proposed 80.00 foot road; thence Southeasterly along said right -of -way line and the arc of a curve to the left, radius 1140.00 feet, arc 313.38 feet and a central angle of 15 °45'01" to a Point of Reverse Curvature; thence along the arc of a curve to the right, radius 1060.00 feet, arc 135.41 feet and a central angle of 07 °19'09 "; thence leaving said right -of -way line S.62146'1 8"W., for 167.09 feet; thence S.3015 1'23"E., for 151.95 feet to a Point on the Northerly right -of -way line of proposed County Road 102 said Point also being the Point of Beginning of said line; thence Southwesterly along said right -of -way line and the arc of a curve, radius 1474.65 feet, arc 37.94 feet and a central angle of 01128'27" to a Point of Tangency, thence S.57 "40'10"W., for 40.00 feet to the Point of Termination of said line. FOR: Bandes Construction CERTIFIED TO: Bandes Construction o X N FLOOD INFORMATION: D Q 07 Flood Zone: X n" O O Community Panel No.: 12103CO088G z CD M Effective Date: September 3, 2003 O 00 L �t z 1 rn n Q BASIS OF BENCHMARK: ` O -4 Designation: CAMPUS J O N) m Elevation: 90.305 =` " °" ca Es ; O NAVD 1988 DATUM 1 C) m -D ORDER NO. 2008-132-2 s , t _ v m X Cn June 25, 2008 - Boundary/Topo/Trees r'✓ H I, ALBERT CARRIER, THE SURVEYOR IN RESPONSIBLE CHARGE, CERTIFY THAT THE SURVEY REPRESENTED HEREON, WAS MADE UNDER MY SUPERVISION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS AND MAPPERS, PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES AS PRESCRIBED IN CHAPTER 61G17 -6 DEPARTMENT OF PROFESSIONAL REGULATION. THIS DOCUMENT IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND FLORIDA MAPPER. l," 1,}il i.LOFA P�ND MAPPER' • SE h ` E.IFar,l_rp fl TI1 ^':LJ r� OF - IF ALBERT P. CARRIEk, .PSM, 6488, LB' 107 WORK ORDER NO. 12008-132-2 DRAWN BY: DR FIELD DATE: 6 -25 -2008 SCALE: 1 " = 20' SHEET NO. 1 OF 1 m N N X CO v WORK ORDER NO. 12008-132-2 DRAWN BY: DR FIELD DATE: 6 -25 -2008 SCALE: 1 " = 20' SHEET NO. 1 OF 1 m 3 M 00 0 N rn 3 0 U T 0 0 i' 0 0 �o 'v 0 N M i 0 0 N ib 0 0 N V Q) �O a` U 0 9a Z3 X E M_ 00 m 0 0 N 0 GENERAL LANDSCAPE NOTES 1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum plant growth. 2. All recommended trees and plant materials will be graded as Nursery Grade No. 1 or better as outlined by the Florida Department of Agriculture and Consumer Services, Division of Plant Industry "Grades and Standards for Nursery Plants ", 7th Edition, 1998 as revised from time to time. 3. All planting shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved practices. 4. All plants shall be fertilized with Agriform 20 -10 -5 tablets as per the manufacturers specifications in conjunction with note # 5. 5. The planting soil shall be the approximate proportions as follows: 50% sand and 50% organic 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 also be free of all extraneous debris, such as roots, stones, weeds, etc. 6. All planting areas shall receive a 3" layer of recycled hardwood log mulch, which is to be watered -in after installation. 7. The plant material schedule is presented for the convenience of the Landscape Contractor. In the event of a discrepancy between the plall and the plant key, the plan shall prevail. 8. Plants shall meet size, container, and spacing specifications. Any material not meeting specifications shall be removed and replaced at the contractor's expense. 9. All tree and shrub locations are subject to change. All locations shall be approved by the City Project Manager prior to planting. 10. The Landscape Contractor shall be responsible for examining fully both the site and the bid documents. Discrepancies in the documents or the actual site conditions shall be reported to the City Project Manager in writing at the time of bidding or discovery. No account shall be made after contract completion for failure to report such condition, or for errors on the part of the Landscape Contractor at the time of bidding. 11. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to perform the work set forth in this plan set and the specifications. 12. Plant material shall be bid as specified unless unavailable, at which time the City Project Manager will be notified by telephone and in writing of intended changes. 13. Any and all questions concerning the plan set and /or specifications shall be directed to the City Project Manager at (727) 562 -4737. 14. There shall be no additions, deletions or substitutions without the written approval of the City Project Manager. 15. The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) months from final acceptance by the City Project Manager. 16. All dimensions to be field- checked by the Landscape Contractor prior to landscape material installation. Discrepancies shall be reported immediately to the City Project Manager. 17. All materials must be as specified on the landscape plan. If materials or labor do not adhere to specifications, they will be rejected by the City Project Manager with proper installation carried out by Landscape Contractor at no additional cost. 18. All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications. 19. No contractor identification signs shall be permitted on the project, except for the project information signs. 20. Existing sod shall be removed as necessary to accomodate new plantings. 21. Any existing sod areas that are unnecessarily disturbed during the landscape installation shall be resodded to match existing. 22. The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all debris generated during the installation of this project. IRRIGATION NOTES 1. A low volume irrigation system, that provides 100% coverage to all proposed plantings, will be designed and installed by the Contractor. 2. The proposed Irrigation System must meet or exceed all applicable City code requirements. (i.e., Back Flow Prevention, Automatic Rain Shutoff Device, etc...) 3. Irrigation shop drawings must be submitted and approved by the City prior to the Commencement of work. 4. Irrigation system must be inspected and accepted by City Project Manager prior to installation of mulch. 5. Irrigation as -built drawings, which accurately and clearly identify all modifications & /or substitutions, must be submitted prior to final inspection and acceptance. 6. The existing 5/8" water meter will be utilized for this Irrigation System. 7. The Landscape Contractor must coordinate the placement and power supply for the irrigation control timer with the City and the General Contractor. 8. The following irrigation system components will be utilized, per each manufacturers' specifications. Toro - Netafim TechLine Self Cleaning, Pressure - Compensating Emitter Line HARDIE - Raindial 6 Station Outdoor Control Timer Richdole - 214APR 1" Electric Valve Amtec - 10" Round Valve Box. FERTILIZATION NOTES BUFFERS: SHRUBS AND TREES TREES All trees and shrubs shall be fertilized with " Agriform" 20 -15 -5 planting tablets at time of installation and prior to completion of pit backfilling. Tablets shall be placed uniformly around the root mass at a depth that is between the middle and bottom of the root mass. APPLICATION RATE: NORTH 5 FEET 1 Gallon can: 1 - 21 gram tablet 3 Gallon can: 2 - 21 gram tablets 5 Gallon can: 3 - 21 gram tablets 7 Gallon can: 4 - 21 gram tablets Trees: 3 - 21 gram tablets each 1/2" of caliper Palms: 7 - 21 gram tablets GROUNDCOVER AREAS All groundcover areas shall receive fertilization with "Ozmocote" time release fertilizer as per manufacturer's specifications. eaa V� IXORA HEDGE (IC) (TYP.) 5' BUFFER REQUIRED PROPOSED BUFFER 2.2 TO 5 FEET 0 G .s o s d Zy �� 's 0 d �o 5' BUFFER REQUIRED - PROPOSED BUFFER 5 FEET 61". PROPOSED / g SSRN,ydPO� p �,ti,P \ \� ge , 5N " 6� J / APPROX. TREE DRIPLIN_ INTERIOR UR sIGG CIV L 0\\G /I " ;,\��`�� �G ?��� IXORA HE �a�y eo° _ (IC) (TYP-) cj(C�o�0 TREE TO BE REMOVED (TYP.) {e e ��Oe NG�Q C Gfe� CREPE MYRTLE (U) (TYP.) cPaaae .• LANDSCAPING • < AREA INTERIOR LANDSCAPING 4 l AREA , ���a \cee�ee, °`�� oe A e0� \Q��� e�e�F- vN\" e11\ \C \ 15 \Ao N < NTERIOR dy LANDSCAPING \6 AREA \ /� \Q O �J Py IIII y �c Q PC.F5 / \�G CS�p O�t6�� \• 040 ���Qeoeae` �0 DESIGN: BAB DRAWN: PJL EUELh' 1REV.# DATE REVISION BY CHECKED: APC CONSULTING ENGINEERS LIVE OAK (QV) (TYP.) 15' BUFFER REQUIRED PROPOSED BUFFER 2.2 TO 15 FEET 4625 EAST BAY DRIVE, SUITE 21 1 CLEARWATER, 727.2.481 FAX 727.8.7255 SSOCIATES WWW.CFREDDEUEL.NET CERTIFICATE OF AUTHORIZATION NUMBER 26320 YORS LAND PLANNERS LICENSED BUSINESS NUMBER # 107 EXISTING TREE LEGEND PALM TREE ® OAK TREE Q PINE TREE �S doll PLANT LEGEND QV - LIVE OAK Ak LI - CREPE MYRTLE IC - IXORA TREE TO BE REMOVED 1V 0' 20' . 40' SCALE: 1" = 20' 10' BUFFER REQUIRED - PROPOSED BUFFER 0 TO 10 FEET IXORA HEDGE (IC) (TYP.) HEI Call 48 hours before you dig! IT'S THE LAW! 1- 800 - 432 -4770 SITE PLAN PROVIDED BY: Jacoby /Trexler Architects, PC 805 Rowena Drive Ebensburg, PA 15931 T: 814.472.7620 F: 814.472.7621 Xz • 1 CLEARWATER INDEX No. 905, SH. 1 of 1 Rev. 7/15/99 N.T.S. MULCH 3" FROM STEMS 3" MULCH LAYER LANDSCAPE CALCULATIONS PLANT SPECIES BUFFERS: WIDTH TREES SHRUBS BUFFER REQUIRED MINIMUN REQUIREMENT AT TIME REQUIRED PROPOSED EXISTING REQUIRED PROPOSED AREA NORTH 5 FEET 5 FEET MAP 3 0 100% 42 +/- SHRUBS 375 SF WEST 5 FEET 2.2 to 5 FT. OF PLANTING SYMBOL COMMON NAME BIOLOGICAL NAME CLASSIFICATION REQUIRED PROPOSED EXISTING HEIGHT CALIPER SPACING QV LIVE OAK QUERCUS VIRGINIANA SHADE TREE 16 13 3 10 FEET 2.5" 100% PS PHOENIXSPECIES PHOENIXSPECIES SHADE TREE 2 1 1 10 FEET CLEAR STRAIGHT TRUNK LI CRAPE MYRTLE LAGERSTROEMIA INDICA ACCENT TREE 8 8 0 8 FEET 2" BUILDING PERIMETER FOR REQUIRED PLANTING = 113 FEET IC IXORA IXORA COCCINEA SHRUB (PERIMETER) 273 + /- 273 + /- 0 18 -24 INCHES 36" O.C. IC IXORA IXORA COCCINEA SHRUB (INTERIOR) 71 +/- 71 +/- 0 14 INCHES WITH 30" SPACING OR 24 INCHES WITH 36" SPACING PROPOSED 6 ACCENT TREES AND 29 SHRUBS SEE PLAN FOR PLANT LOCATIONS ALL PLANTS SHALL BE FLORIDA GRADE NO. ONE AND INSTALLED IN A SOUND, WORKMANLIKE MANNER AND IN ACCORDANCE WITH RECOGNIZED AND ACCEPTED PLANTING PROCEDURES AS DETERMINED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURE Call 48 hours before you dig! IT'S THE LAW! 1- 800 - 432 -4770 SITE PLAN PROVIDED BY: Jacoby /Trexler Architects, PC 805 Rowena Drive Ebensburg, PA 15931 T: 814.472.7620 F: 814.472.7621 Xz • 1 CLEARWATER INDEX No. 905, SH. 1 of 1 Rev. 7/15/99 N.T.S. MULCH 3" FROM STEMS 3" MULCH LAYER LANDSCAPE CALCULATIONS BUFFERS: WIDTH TREES SHRUBS BUFFER REQUIRED PROPOSED REQUIRED PROPOSED EXISTING REQUIRED PROPOSED AREA NORTH 5 FEET 5 FEET 3 3 0 100% 42 +/- SHRUBS 375 SF WEST 5 FEET 2.2 to 5 FT. 4 4 0 100% 68 +/- SHRUBS 612 SF SOUTH 15 FEET 2.2 to 15 FT. 5 3 2 100% 115 + 1- SHRUBS 1,036 SF EAST 10 FEET 0 to 10 FT. 5 1 1 100% .48 +/- SHRUBS 433 SF FOUNDATION LANDSCAPING: BUILDING PERIMETER FOR REQUIRED PLANTING = 113 FEET REQUIRED 2 ACCENT TREES OR THREE PALMS PER 40 LINEAR FOOT = 6 ACCENT TREES OR 9 PALMS AND ONE SHRUB PER 20SF OF REQUIRED LANDSCAPE AREA. WIDTH OF LANDSCAPE AREA 5FT. MIN. A MINIMUM OF 50% OF THE AREA SHALL CONTAIN SHRUBS WITH THE REMAINDER TO BE GROUND COVER. PROPOSED BUFFER AREA = 113 x 5 = 565 SIF PROPOSED 6 ACCENT TREES AND 29 SHRUBS INTERIOR LANDSCAPING STANDARDS - PARKING LOTS: REQUIRED INTERIOR ISLAND: 10% OF GROSS VEHICULAR USE AREA REQUIRED INTERIOR ISLAND = 10% x 11,552 SF = 1,155 SF REQUIRED SIZE OF INTERIOR ISLAND 150 SF MIN. REQUIRED DIMENSION OF INTERIOR ISLAND: 8 FEET GREENSPACE FROM BACK OF CURB TO BACK OF CURB 1 TREE PER ISLAND MIN. 1 TREE PER 150 SF OF REQUIRED GREENSPACE. SHRUBS: 50% REQUIRED GREENSPACE. GROUNDCOVER SHALL BE UTILIZED FOR REMAINING REQUIRED GREENSPACE IN LIEU OF TURF. PROPOSED INTERIOR GREEN SPACE = 760 SIF 760/150 = 5 TREES 1 TREE EXISTS (PHOENIX PALM) (50% x 760SF)/9 SF PER SHRUB =42 SHRUBS GROUNDCOVER: SIZE AT INSTALLATION - 1 GALLON MINIMUM - PLANTED A MAXIMUM OF 24" O.C. ENCOURAGED IN LIEU OF TURF TO REDUCE IRRIGATION NEEDS PLANT MATERIALS WHICH ARE NATIVE TO CENTRAL FLORIDA AND WHICH ARE RECOMMENDED IN THE PLANT GUIDE OF THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ARE STRONGLY ENCOURAGED. SPREAD i► NOTES: 1. ALL WOOD SHALL BE SPRUCE OR PINE -NOT PRESSURE TREATED. HEIGHT 2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS. 3. REMOVE ALL STRING & /OR WIRE WRAPPED AROUND TRUNK. 4. REMOVE ALL STRAPS, ROPES, WIRE, & /OR STRINGS USED TO LIFT THE ROOTBALL. 5. REMOVE ALL BURLAP & /OR WIRE FROM THE TOP OF THE ROOT BALL. 6. TOP OF ROOTBALL TO BE SET LEVEL WITH SURROUNDING FINISH GRADE. 2 "X2 "X4' S 2 "X2 "X4' CROSS MEMBER 2 -2.5" DRYWALL SCREWS ��ll�l�1 TIOA1 01ICOLOGY I, BRIAN BARKER, HEREBY CERTIFY AS A LICENSED PROFESSIONAL ENGINEER, REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT THE ABOVE L�1NI�,�S'C14P�' PL�4111 PROJECT'S SITE AND /OR CONSTRUCTION PLANS, T THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECT'S PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF THESE CLEARWATER FLORIDA SUBMITTED PLANS. :ROSS :OOTBALL AND LOOSENED SOIL BACKFILL {2 "X4' STAKE 3 TO 5 TIMES THE WIDTH OF THE ROOTBALL C'� WATER NDEXN .908, SK 1 Of. 1 11ev. 8/16/06 56720 -C1 t-1n1`E OF 4 ��,ti• °"ioRtO�' •���v' , BRIAN A. 6ARKER, " P.E., 56728 MULCH 3" FROM TRUNK MULCH 3" DEPTH TILLED AND LOOSENED NATIVE SOIL BACKFILL WATER RING (6' WIDTH & HEIGHT) PROVIDING A WATER COLLECTION BASIN FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS. UNDISTURBED SOIL 2 -2 "X4" STAKE W /LONG TAPER MIN. 18" INTO UNDISTURBED SOIL p 7, p r WORK ORDER N0. 2008-117 DATE: JULY 01, 2008 SCALE: 1" = 20' SHEET N0. 1 OF 1