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FLD2014-06018„.--- —� „ .,�` . � ` ' _. ° � ._ .�_. . ,_, �, � -- ...�� _ _ � _� —� � �,�._��..F. �� e �,��—�� — __ � _ . ,. �P. �> Y.. ._ Y sr . ,..,,. ' ' r., .., o � ,� < *�:s',...E l.00kinR east acruss Aurora at building to be demoishcd ;_ookir,g r. •r�h at ,idjacent property. .,�,;a,.'�`� 1 - -�'�' N� `'�+'' ;�,, *s �'�� ;� a'. , ti� .. � ? . `•rR�� b .a” � � , . f r . ., l b � F� �4� w�.E�'�g '��. 1'�?�, * �`'} �'y'Q` . . . � � �G � °8'� •�y�1 'T '�� S ��Y.k. � '� a esr �� . �' * • � e p �'� yµ � .. �R� fFw �'.3 � �e.'b� i ..* . � I �� ` � ��.�y, r '� ` ..x�4.�t J;t"t'f� ,w�^` � �� a,� � , ��+ �A -°^- � � - ,__ ,. _ - - ( ';� � '�n� � ' �#..�� `A� r,r� �� . � � � . � syq�,� _ . .... �'"'�� s* �a . " w., ` .,:U" �"�__. e .. v.,.�w., ,� . .. � .�,�.- ._ ' � � ,� >'� . . . t . , , u w� �- ,. , . . �. :, .t, . ,� .: . .�_. � w o , .. �aam.� .,.�..� . _ - +'�e�a �,�.*• .. . . �rmva..« �, i.. Look:nQ north c�n sublect prnpertv a non-re�identi�l rarkm±• � u��kic� ��c�t across sunjcc; property. ,, .. � ., �,, r�4w `� . �-m-.-. L.� � , _,�:� Loc::in� north Irorr, Aurura and Gulf to Bay interscction. w: ��. „�� . y`_..~,,,,,,,,.�,�11 I.00kine �vest �cross rlurora fram subject property. 407 S. Aurora Avenue FLD2014-06018 Kevin W. Nurnberger 100 S Myrtle Avenue Ciearwater, FI. 33756 72'1-562-4567ext 2502 ke��in.nurtibergerlr�,.t7myclearwater.com PROFESSIONAL EXPERIENCE Planner III March 2011 to present Planner II Uctober 201 D to March 2011 Ciry of Clear�t�ater, Clearwater, Florida Duties include performing the technical review and preparation of staff reports for various land development applications, the organization of data and its display in order to track information and provide status reports, and making presentations to various City Boards and Committees. Planner Corentv of York, Yorktown, Yirginia 2007 to 2009 Reviewed residential, commercial and mixed use development site plans to ensure complianee with planning, zoning, subdivision, historic preservation, and environmentai standards as well as design criteria, specifications, regulations, codes and ordinances. Led pre-application meetings with residents, neighborhood organizations, contractors, and devetopers regarding future projects which included state and local �overnment agencies. Site �+►ssistant Galzan arrd Long Ltcf, Belfast, Northe�•n Ireland 2006 to 2007 Enforced Article 3 of the Planning Order (NI} with land owners, developers and district councils on procedures relating to archaeological and built heritage remains on proposed development sites, On site assistant to proiect manager during the archeological process throughout the pre-development stage. Development Planner Ve��sar Inc, Fart Story/Fort Eustis, Yrrginia 2005 to 2006 Developed survey strategies for the Cu(turai Resource Manager by reviewing local and state planning documents, the Secretary of the Interior's Standards for Preservation Planning on Eederal installations, the Virginia Department of Historic Resources, the Virginia Department of Transportation plan, and Virginia Power's public utility plan in the predevelopment stages of new deve{opment and building expansion projects to ensure protection of historic properties. City Planner Cih� Plannfng Com�nissror�, Netiv Orleans, Loirisiana 2000 t� 2005 Primary subdivision planner assisting applicants throughout the subdivision process in accordance with the zoning and subdivision regulations of the Ciry of New Orleans. Reviewed various zoning and conditional use applications. Prepared and presented staff reports to the City Planning Commission and Board of Zoning Adjustments. EDUCATION University of New Orleans, LA MA Urban and Regiona! Planning (2004) State University of New York at Buffalo, NY BA Anthropology (1999) ° Clearwater � U Planning & Development Department Flexible Development Application Attached Dwellings, Mixed-Uses or Non-Residential Uses IT IS INCUMBENT UPON THE APPLICANT TO SUBMIT COMPLETE AND CORRECT INFORMATION. ANY MISLEADING, DECEPTIVE, INCOMPLETE OR INCORRECT INFORMATION MAY INVALIDATE YOUR APPLICATION. ALL APPLICATIONS ARE TO BE FILLED OUT COMPLETELY AND CORRECTLY, AND SUBMITTED IN PERSON (NO FAX OR DELIVERIES) TO THE PLANNING & DEVELOPMENT DEPARTMENT BY NOON ON THE SCHEDULED DEADLINE DATE. A TOTAL OF 11 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 10 COPIES) AS REQUIRED WITHIN ARE TO BE SUBMITTED FOR REVIEW BY THE DEVELOPMENT REVIEW COMMITTEE. SUBSEQUENT SUBMITTAL FOR THE COMMUNITY DEVELOPMENT BOARD WILL REQUIRE 15 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 14 COPIES). PLANS AND APPLICATIONS ARE REQUIRED TO BE COLLATED, STAPLED AND FOLDED INTO SETS. THE APPLICANT, BY FILING THIS APPLICATION, AGREES TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE COMMUNITY DEVELOPMENT CODE. FIRE DEPT PRELIMARY SITE PLAN REVIEW FEE: $ZOO APPLICATION FEE: $�,� PROPERTY OWNER (PER DEED): Yarab Holdings, LLC (Dr. Ashraf Ragab, MD) MAILING ADDRESS: 291 Cleveland Avenue, Largo, FL 33770 PHONE NUMBER: 953-8090 EMAI L: I rademeyer@csiortho.com AGENT OR REPRESENTATIVE: Mr. Robert Pergolizzi, AICP/PTP MAILING ADDRESS: Gulf Coast Consulting, Inc. 13825 ICOT Blvd, Suite 605, Clearwater, FL 33760 PHONE NUMBER: 524-1818 EMAIL: pergo@gulfcoastconsultinginc.com ADDRESS OF SUBJECT PROPERTY: 401/403 Aurora Avenue, 405/407 Aurora Avenue, 1988 Gulf-to-Bay Blvd. PARCEL NUMBER(S): 13/29/15/00000/240/0700, 13/29/15/82494/003/0050, 13/29/15/83494/003/0040 and 13/29/15/82512/001 /0040 LEGAL DESCRIPTION: See attached PROPOSED USE(S): Spine surgery center/medical clinic, medical o�ce, and duplex at 401/403 Aurora to remain. DESCRIPTION OF REQUEST: Redevelop the site to demolish 405/407 Aurora and construct new spine surgery center with flexibility to parking, Speci�cally identify the request setbacks to pavement, keep existing non-residential off street parking, as a Flexible Development Application (include all requested code flexibility,• for a medical clinic. Convert existing office to medical o�ce/clinic for a total of 24,966 sf inedical office/clinic. e.g., reduction in required number of parking spaces, height, setbacks, !ot size, !ot width, specific use, etc.): Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 1 of 8 Revised 07/12 ° �lear�water � U Planning & Development Department Flexible Development Application Data Sheet PLEASE ENSURE THAT THE FOLLOWING INFORMATION IS FILLED OUT, IN ITS ENTIRETY. FAILURE TO COMPLETE THIS FORM WILL RESULT IN YOUR APPLICATION BEING FOUND INCOMPLETE AND POSSIBLY DEFERRED UNTIL THE FOLLOWING APPLICATION CYCLE. ZONING DISTRICT: FUTURE LAND USE PLAN DESIGNATION: Office (0) 1.1 acres and High Density Residential (HDR) 0.50 acres Commercial General (CG 1.1 acres, and Residential High (RH) 0.50 acres EXISTING USE (currently existing on site): Existing offices at 1988 Gulf-to-Bay and 405/407 Aurora, duplex on 401/403 Aurora PROPOSED USE (new use, if any; plus existing, if to remain): New 7,376 SF surgery center, existing offices and duplex at 401/403 to remain SITE AREA: 6s,so9 (47,397 C+ 22,412 HDR) Sq, ft, 1.6 GROSS FLOOR AREA (total square footage of all buildings): Existing: 23,88$ sq. ft. Proposed: 27,430 sq. ft. Maximum Allowable: 38,394 sq. ft. acres GROSS FLOOR AREA (total square footage devoted to each use, if there will be multiple uses): FIfSt U52: 17.590 sf inedical clinic (C) sq. ft. Second use: �,a�ssrs��9ery�no��c� sq. ft. Third use: 2,217 sf duplex (HDR) sq. ft. FLOOR AREA RATIO (total square footage of all buildings divided by the total square footage of entire site): Existing: 0.34 (C) Proposed: 0.39 (C) Maximum Allowable: 0.55 (C) BUILDING COVERAGE/FOOTPRINT (1�`floorsquarefootageofall buildings): Existing: 12,124 Sq, ft, ( 17.4 % of site) Proposed: 15,666 sq. ft. ( 22•4 % of site) Maximum Permitted: NA sq. ft. ( NA % of site) GREEN SPACE WITHIN VEHICULAR USE AREA (green space within the parking lot and interior of site; not perimeter buffer): Existing: 4351 sq. ft. ( 14.4 % of site) Proposed: 4151 Sq, ft, ( 14.1 % of site) VEHICULAR USE AREA (parking spaces, drive aisles, loading area): Existing: 30,137 Sq, ft. ( 43.2 Proposed: 29,463 sq. ft. ( 42.2 % of site) % of site) Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 2 of 8 Revised 01/12 IMPERVIOUS SURFACE RATIO (total square footage of impervious areas divided by the total square footage of entire site): Existing: 0.65 Proposed: 0.70 Maximum Permitted: o.so (c), 0.85 (HDR) DENSII'Y (units, rooms or beds per acre): Existing: 2 units Proposed: 2 units Maximum Permitted: $ units (3o/acre HDR) OFF-STREET PARKING: Existing: 62 (58 C+ 4 HDR) Proposed: 52 (48 C+ 4 HDR) Minimum Required: 128 (124 C+4 HDR) BUILDING HEIGHT: Existing: Proposed: Maximum Permitted 2-story (36 ft) to remain 2-story+ 1-story (24'-2" to midpoint) 25-feet WHAT IS THE ESTIMATED TOTAL VALUE OF THE PROJECT UPON COMPLETION? $ 2 Million ZONING DISTRICTS FOR ALL ADJACENT PROPERTY: North: High Density Residential (HDR) South: Commercial (C) & Institutional (I) East: Commercial (C) & Institutional (I) West: Commercial (C) & High Density Residential (HDR) STATE OF FLORIDA, COUNTY OF PINELLAS r� t� I, the undersigned, acknowledge that all Sworn to and subscribed before me this �/1 day of representations made in this application are true and accurate to the best of my knowledge and authorize ��r�''� r �—��• to me and/or by City representatives to visit and photograph the �� P.�'�' � YCf D�/ Zz-1 , who is pers_ onally known has pr^ rty descri�e�in this application. produced as identification. G of propE4tj�Guner or representative Notary public, My commissior(iexpires: r .t�`�r^`�;'-:, JA�QUELINE M RIVERA ' ," MY COMMISSION #FF121863 �?��,;�d!�� EXPIRES May 1 Y, 2018 (407 398�0153 FloridallotaryService.com Pianning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 3 of 8 Revised 01/12 o Planning & Development Department �� earwater Flexible Develo ment A lication p pp � Site Plan Submittal Package Check list IN ADDITION TO THE COMPLETED FLEXIBLE DEVELOPMENT (FLD) APPLICATION, ALL FLD APPLICATIONS SHALL INCLUDE A SITE PLAN SUBMITTAL PACKAGE THAT INCLUDES THE FOLLOWING INFORMATION AND/OR PLANS: � Responses to the flexibility criteria for the specific use(s) being requested as set forth in the Zoning District(s) in which the subject property is located. The attached Flexible Development Application Flexibility Criteria sheet shall be used to provide these responses. � Responses to the General Applicability criteria set forth in Section 3-914.A. The attached Flexible Development Application Generai Applicability Criteria sheet shall be used to provide these responses. �8 A signed and sealed survey of the property prepared by a registered land surveyor including the location of the property, dimensions, acreage, location of all current structures/improvements, location of all public and private easements including official records book and page numbers and street right(s)-of-way within and adjacent to the site. NA ❑ If the application would result in the removal or relocation of mobile home owners residing in a mobile home park as provided in F.S. § 723.083, the application must provide that information required by Section 4-202.A.5. N F1 ❑ If this application is being submitted for the purpose of a boatlift, catwalk, davit, dock, marina, pier, seawall or other si milar marine structure, then the application must provide detailed plans and specifications prepared by a Florida professional engineer, bearing the seal and signature of the engineer, except signed and sealed plans shall not be required for the repair or replacement of decking, stringers, railing, lower landings, tie piles, or the patching or reinforcing of existing piling on private and commercial docks. � A site plan prepared by a professional architect, engineer or landscape architect drawn to a minimum scale of one inch equals 50 feet on a sheet size not to exceed 24 inches by 36 inches that includes the following information: L9 Index sheet of the same size shall be included with individual sheet numbers referenced thereon. �I North arrow, scale, location map and date prepared. 1� Identification of the boundaries of phases, if development is proposed to be constructed in phases. �fP ❑ Location of the Coastai Construction Control Line (CCCL), whether the property is located within a Special Flood Hazard Area, and the Base Flood Elevation (BFE) of the property, as applicable. � Location, footprint and size of ali existing and proposed buildings and structures on the site. � Location and dimensions of vehicular and pedestrian circulation systems, both on-site and off-site, with proposed points of access. �1 Location of all existing and proposed sidewalks, curbs, water lines, sanitary sewer lines, storm drains, fire hydrants and seawalls and any proposed utility easements. 124 Location of onsite and offsite stormwater management facilities as well as a narrative describing the proposed stormwater control plan including calculations. Additional data necessary to demonstrate compiiance with the City of Clearwater Storm Drainage Design Criteria manuai may be required at time of building construction permit. � Location of solid waste collection facilities, required screening and provisions for accessibility for collection. N ta ❑ Location of off-street loading area, if required by Section 3-1406. � All adjacent right(s)-of-way, with indication of centerline and width, paved width, existing median cuts and intersections and bus shelters. fl Dimensions of existing and proposed lot lines, streets, drives, building lines, setbacks, structural overhangs and building separations. �1 Building or structure elevation drawings that depict the proposed building height and building materials. Planning 8� Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 4 of 8 Revised 01/12 ❑ Typical floor plans, including floor plans for each floor of any parking garage. ❑ Demolition plan. ❑ Identification and description of watercourses, wetlands, tree masses, specimen trees, and other environmentally sensitive areas. � If a deviation from the parking standards is requested that is greater than 50% (excluding those standards where the difference between the top and bottom of the range is one parking space), then a parking demand study will need to be provided. The findings of the study will be used in determining whether or not deviations to the parking standards are approved. Please see the adopted Parking Demand Study Guidelines for further information. � Se., Pcr�.i�g An�a�*s � �51 A tree survey showing the location, DBH and species of all existing trees with a DBH of four inches or more, and identifying those trees proposed to be removed, if any. ❑ A tree inventory, prepared by a certified arborist, of ali trees four inches DBH or more that reflects the size, canopy, and condition of such trees may be required if deemed applicable by staff. Check with staff. ❑ A Traffic Impact Study shall be required for all proposed developments if the total generated net new trips meet one or more ofthe following conditions: ■ Proposai is expected to generate 100 or more new trips in any given hour (directional trips, inbound or outbound on the abutti ng streets) and/or 1,000 or more new trips per day; or ■ Anticipated new trip generation degrades the level of service as adopted in the City's Comprehensive Plan to unacceptable levels; or ■ The study area contains a segment of roadway and/or intersection with five reportable accidents within a prior twelve month period, or the segment and/or intersection exists on the City's annual list of most hazardous locations, provided by the City of Clearwater Police Department; or ■ The Traffic Operations Manager or their designee deems it necessary to require such assessment in the plan review process. Examples include developments that are expected to negafively impact a constrained roadway or developments with unknown trip generation and/or other unknown factors. ❑ A landscape plan shall be provided for any project where there is a new use or a change of use; or an existing use is improved or remodeled in a value of 25% or more of the valuation of the principal structure as reflected on the property appraiser's current records, or if an amendment is required to an existing approved site plan; or a parking lot requires additional landscaping pursuant to the provisions of Article 3, Division 14. The landscape plan shali include the following information, if not otherwise required in conjunction with the application for development approval: ❑ Location, size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names. ❑ Existing trees on-site and immediately adjacent to the site, by species, size and location, inciuding drip line. ❑ Interior landscape areas hatched and/or shaded and labeled and interior landscape coverage, expressed both in square feet, exclusive of perimeter landscaped strips, and as a percentage of the paved area coverage of the parking lot and vehicular use areas. ❑ Location of existing and proposed structures and improvements, including but not limited to sidewalks, walls, fences, pools, patios, dumpster pads, pad mounted transformers, fire hydrants, overhead obstructions, curbs, water lines, sanitary sewer lines, storm drains, seawalls, utility easements, treatment of all ground surfaces, and any other features that may influence the proposed landscape. ❑ Location of parking areas and other vehicular use areas, including parking spaces, circulation aisles, interior landscape islands and curbing. ❑ Drainage and retention areas, including swales, side slopes and bottom elevations. ❑ Delineation and dimensions of aii required perimeter landscaped buffers including sight triangles, if any. Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 5 of 8 Revised 01/12 ° Clearwater Planning & Development Department Flexible Development Application � General Applicability Criteria PROVIDE COMPLETE RESPONSES TO EACH OF THE SIX (6) GENERAL APPLICABILITY CRITERIA EXPLAINING HOW, IN DETAIL, THE CRITERION IS BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL. 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 site includes a 2-story office building, a 1-story office and a duplex. The redevelopment will replace a 1-story office with a 1-story surgery clinic. The surrounding properties include 1 story duplexes and commercial uses 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. The adjacent properties are fully developed with a mixture of uses in various zoning districts. The proposed redevelopment will not hinder appropriate development and will most likely improve 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 hours of operation will be similar to the existing offices at 1988 Gulf-to-Bay Blvd. The area is mixed use with commercial, office, duplexes, apartments, schools and churches in the immediate vicinity with varying hours of activity. The proposed surgery clinic will not adversely affect this neighborhood. 4. The proposed development is designed to minimize traffic congestion. The proposed 7,376 SF medical clinic would generate 266 daily trips and 26 PM peak hour trips which is minimal. S. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The 1-story medical clinic is consistent with the community which contains several 1-story buildings as well as the existing 2-story office building on the site. The community character is mixed-use and contains existing medical uses. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The new medical clinic will be on the middle parcel of the property, with an existing duplex on the northern parcel of the whole project. This provides a buffer beiween the new clinic and the duplexes to the north. Hours of operation will be similar to the existing hours of 830 AM - 4:00 PM Monday - Friday. The duplex at 401/403 Aurora Avenue will remain as is. The new building will be an upgrade to the visual impacts. Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 6 of 8 Revised 01/12 ° Clear�ater � U Planning & Development Department Flexible Development Application Flexibilitv Criteria PROVIDE COMPLETE RESPONSES TO THE APPLICABLE FLEXIBILITY CRITERIA FOR THE SPECIFIC USE(5) BEING REQUESTED AS SET FORTH IN THE 20NING DISTRICT(S) IN WHICH THE SUBJECT PROPERTY IS LOCATED. EXPLAIN HOW, IN DETAIL, EACH CRITERION IS BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL (USE SEPARATE SHEETS AS NECESSARY). �. 2. K� 4. 5. 6. � See attached Narrative See attached Narrative See attached Narrative See attached Narrative See attached Narrative See attached Narrative See attached Narrative g. See attached Narrative Planning & Development Department, 700 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 7 of 8 Revised 01/12 ° 1 rwater �Cea Planning & Development Department Flexible Development Application � Affidavit to Authorize Agent/Representative 1. Provide names of all property owners on deed — PRINT full names: Dr. Ashraf Ragab, MD Yarab Holdings, LLC 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property: 1988 Gulf-to-Bay Blvd, 401/403 Aurora Avenue, 405/407 Aurora Avenue 3. That this property constitutes the property for which a request for (describe request): Flexible Development Comprehensive Infill Redevelopment 4. That the undersigned (has/have) appointed and (does/do) appoint: Mr. Robert Pergolizzi, AICP/PTP Gulf Coast Consultining as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7, That (I/we), the under ' .au t`�rit�h certify that the foregoing is true and correct. �P�p Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Property Owner BEFORE ME THE UNDERSIGNED, AN OFFICER DULY COMMISSIONED BY THE LAWS OF THE STATE OF FLORIDA, ON THIS �� DAY OF �..�%-%'7'0 , ��C� , PERSONALLY APPEARED � l�c'� i�a-G� WHO HAVING BEEN FIRST DULY SWORN DEPOSED AND SAYS THAT HE/SHE FULLY UNDERSTANDS THE CONTENTS OF THE AFFIDAVIT THAT HE/SHE SIGNED. NICHOLAS PARRY NOTARY PUBLIC STATE OF FLORIDA � - Comm# FF039344 � � • �Xpl1+9s 7/24I2017 Notary Public Signature Notary Seal/Stamp My Commission Expires: 7�� /,� Planning 8 Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 8 of 8 Revised 07/72 ° Clear�vat�r U Planning & Development Department Comprehensive Landscaping Application IT IS INCUMBENT UPON THE APPLICANT TO SUBMIT COMPLETE AND CORRECT INFORMATION. ANY MISLEADING, DECEPTIVE, INCOMPLETE OR INCORRECT INFORMATION MAY INVALIDATE YOUR APPLICATION. ALL APPLICATIONS ARE TO BE FILLED OUT COMPLETELY AND CORRECTLY, AND SUBMITTED IN PERSON (NO FAX OR DEIIVERIES) TO THE PLANNING & DEVELOPMENT DEPARTMENT BY NOON ON THE SCHEDULED DEADLINE DATE. A TOTAL OF 11 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 10 COPIES) AS REQUIRED WITHIN ARE TO BE SUBMITTED FOR REVIEW BY THE DEVELOPMENT REVIEW COMMITTEE. SUBSEQUENT SUBMITTAL FOR THE COMMUNITY DEVELOPMENT BOARD, IF NECESSARY, WILL REQUIRE 15 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 14 COPIES). PLANS AND APPLICATIONS ARE REQUIRED TO BE COLLATED, STAPLED AND FOLDED INTO SETS. THE APPLICANT, BY FILING THIS APPLICATION, AGREES TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE COMMUNITY DEVELOPMENT CODE. PROPERTY OWNER (PER DEED): Yarab Holdiizgs, LLC (Dr. AshrafRagab, MD) MAILING ADDRESS: 29l CZevelnndAvenue, Largo, Florida 33770 PHONE NUMBER: 727-953-8090 E MAI L: IrademeyerrGesiartho. con2 AGENT OR REPRESENTATIVE: Mr. Robert Pergolizzi, AICP/PTP, Gulf Coast Consulting, Inc. MAILING ADDRESS: 13825ICOT Blvd, Suite 605, Clearwater, Florida, 33760 PHONE NUMBER: 727-524-I818 EMAIL: pergo@gulfconstcoiisultinginc.com ADDRESS OF SUBJECT PROPERTY: 40l/403AiiroraAv., 445/407 AuroraAv., I988 Gulf-to-BayBlvd, Clearwater, Florida DESCRIPTION OF REQUEST: Redi�ctioiz ofreqctiredfoundation lat2dscapi�zg, reduction/flexibilityforlan�fscaping �cnd Specifically identijy the request width of required laizdscape buffers dcce to the existi�ig �zature of the overall site and site (include all requested code f/exibility,• elements. Flexibility in tlze reqicired percentages of palnzs, acceizt trees a�zd canopy trees for e.g., reduction in required number of VUA LtcltdscapeArens and overall site dr�e to the existing lai2dscape species and existing site parking spaces, height, setbacks, lot elements. Flexibility/reductiol2 of required VZTA Lttntlscape Area perce�ztages, landscape size, lot widrh, specific use, etc.J: rnaterial and dimensions due to the existing site elements and existing landscaping. STATE OF FLORIDA, COUNTY OF PINELLAS I, the undersigned, acknowledge that all Sworn to and subscribed before me this _�� day of representations made in this application are true and �� ,�,�/..-� t me nd/or by accurate to the best of my knowledge and authorize -• City representatives to visit and photograph the � who is personally known has property,d�tjribed in thi�lication. Signature of property owner or IAC�UELINE M RIVERA� as identification. MY COMMISSIdN #FF121863 ;� . Notary y�blic� �V- My corY(mission expires: J�G{�fi,� �/, �(�� Planning & Development Department,100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 1 of 2 Revised 01/12 ° Clearwater � U Planning & Development Department Comprehensive Landscaping Application Flexibilitv Criteria PROVIDE COMPLETE RESPONSES TO EACH OF THE FIVE (5) FLEXIBILITY CRITERIA EXPLAINING HOW, IN DETAIL, THE CRITERION IS BEING COMPLIED WITH PER THIS COMPREHENSIVE LANDSCAPING PROPOSAL. 1. Architectural Theme: a. The landscaping in a Comprehensive Landscaping 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. OR b. The design, character, location and/or materials of the landscape treatment proposed in the Comprehensive Landscaping program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. The p�•oposed landscc�pe mcrterials will pYOVide visual interest and aestlaetics by utilizin; accent plantings, such c�s Hibiscus, Palms and Crape Myrtles c�long tlte street frontrcge with in a typzcally olde�• neighborhoocl. These plcznting will fill the avc�ilable existing czrecrs along the street. Accent plant mczteT°ic�ls have also been used in mccin focal areas elsewhere within tlae existzn; project as feasible. 2. Lighting. Any lighting proposed as a part of a Comprehensive Landscaping program is automatically controlled so that the lighting is turned off when the business is closed. Tlze building, signage antl any Icrndscccpe crccent lzghting will be designed to limit lighting off site cznd rerluce glare to adjacent neighbors. Reasonable lighting levels will be providecl for the buildin; security during the night time hours. 3. Community Character. The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. The pr•oject will provide landscape t�•eatment along the roaclway fr�ontage, czs possible, which will ccct to soften the overc�ll visual cresthetic of the new building thc�t is being pr•oposecl. The exterior of the existing building on site is mczintaine�l antl tlte existing Zc�ndscnping of tlaat bctilding, tltat is to the soutlz of the proposetl builcling, provides tcn improved visual impression from the roarlwrcys. 4. Property Values. The landscape treatment proposed in the Comprehensive Landscaping program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. The adrlitionczl lcznrlscape plant materials will be pczrt of tlae site's new buil�ling m•ea. The new plant materic�ls anrl general good condition of the exterioY of the existing building c�nd associaterl existing lcznclscczping to remain, will enhance the ovet�ctll visual impression of tlze project site and therefore the pei-ceived value of the surrouncling � neighbo�hootl. 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. There is no special area or scenic corridor plan for the Aurora Ave. project a�•ea. However, the pNOject incorporates some of the suggeste�l plant inaterials, sucla as Hibiscus and Palms, tlac�t are within some of the corridor plans na�•rative. Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax; 727-562-4865 Page 2 of 2 Revised 01/12 � � ' � � � PARCEL 1: BEdNNING ON THE NORiH BOUNDARY OF GULF TO BAY 80ULEVARO AT A POINT WHICH IS 194.68 FEET WEST, ALONG SAI� BOUNDARY� FROM IT5 INTERSEC110N WI'IH THE EAST BOUNDARY OF SAIO SOUlHEAST 1/4 aF THE NORTHWEST 1/4 AND THENCE CONTINUING THENCE WEST� ALONG SAID GULF TO BAY 80ULEVARD. 100.14 FEET, THENCE NORTH 1' 2i 18" WEST, 150 FEET; THENCE EAST PARALLEL TO SAIO GULF TO BAY BOULEVARD� 102.2 FEET TO A UNE ORAWN PARALLEL TO 1HE EAST BOUNDARY OF SAID SOUTHEAST 1/4 OF T1iE NORTHWEST 1/4 AND THROUGH THE POINT OF BEdNNING TO AND 'tHEN SOUTH ALON6 1HIS UNE TO 7HE POINT OF BEqNNING, LYING IN SEC110N 13. TOWNSHIP 29 SOUTH, RANGE 15 EAST. PINELIAS COUNTY. FLORIDA. AND LOT 5, BLOCK C OF UNIT 7 OF SKYCREST SUBDIVISION, AS RECOROED IN PLAT BOOK 30, PAGE 18. OF THE PUBUC RECORDS OF PINELLAS COUNTY� FLORIOA. PARCEL 2: THE SOU1H 55 FEET aF THAT PART OF THE SOUTHEAST 1/4 aF THE NOR7HWEST 1/4 IN SECTION 13� TaWNSHIP 29 SOU1H� RANGE 15 EAST, LOCATED ACCORDING THE PLAT OF PROPERTY OF A. dc W. GLADS, INC., RECORDED IN PLAT 800K 25� PAGES 53 AND 54, OF 1HE PUBUC RECORDS OF PINELIAS COUNTY� FLORIDA, AND MORE PARIICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHERLY BOUNDARY OF GULF TO BAY BOULEVARD AT A POINT WHICH IS 50.02 FEET WEST� ALONG SAID 80UNDARY FROM ITS INTERSECTION WITH THE EASTERLY BOUNDARY OF SAID SOUTHEAST 1/4 OF 'tHE NORIHWEST 1/4 AND RUNNING 1HENCE NOR1H 0' 47" WEST. PARALLEL TO SAID EASTERLY BWNDARY, 150 FEET TO A POINT FOR A POINT OF BEqNNING; THENCE CONIINUING NaRTH 0' 39' 47' WEST� ON SAID PARALLEL UNE. A DISTANCE OF 130 FEET TO A POINT; THENCE NORTH 89' 22' 53" WEST. A OISTANCE OF 144.68 FEET TO A POINT; 1HENCE SOU1H 0' 39' 47" EAST. A DISTANCE OF 130 FEET TO A POINT; 1HENCE SOUlH 89' 22' 53" EAST. A DISTANCE OF 144.86 FEET TO THE POINT OF BEGINNING. TO 39' PARCEL 3: THAT PART OF THE SOUTHEAST 1/4 OF 1HE NORTHWEST 1/4 OF SEC110N 13� TOWNSHIP 29 SOUTH, RANGE 15 EAST, LOCATED ACCOROING TO THE PLAT aF PROPERTY OF A. dc W. GLADS, INC., RECORDED IN PLAT BOOK 25, PAGES 53 AND 54, OF THE PUBUC RECORDS OF PINELLAS COUNTY, FLORIDA. AND MORE PAR7ICULARLY DESCRIBED AS FOLLOWS: BEqNNING AT THE NORTNERLY BOUNDARY OF GULF TO BAY 80ULEVARD AT A POINT WHICH IS 50.02 FEET WEST, ALONG SAID 80UNOARY FROM ITS INTERSECTiON WI1H '11iE EASTERLY 80UNOARY OF SAIO SOUTHEAST 1/4 OF THE NOR'tHWEST 1/4 AND RUNNING THENCE NORTH 0' 39' 47" WEST, PARALLEL TO SAID EASTERLY BOUNOARY. 150 FEET TO A POINT FOR THE POINT OF BEqNNING; THENCE CONTiNUING NOR1H 0' 39' 47" WEST. ON SAID PARALLEL UNE. A DISTANCE OF 130 FEET TO A POINT; THENCE NORTH 89' 22' 53' VYEST, A DISTANCE OF 144.88 FEET TO A POINT; THENCE SOUTH 0' 39' 4i EAST. A DISTANCE OF 130 FEET TO A POINT; THENCE SOUTH 89' 22' 53" EAST. A OISTANCE OF 144.88 FEET TO 1HE PflINT OF BEqNNING, LESS THE SOUTH 55 FEET 'fHEREOF. PARCEL 4: LOT 4� BLOqC C OF UNIT 7 OF OF PINELLAS COUNTY, FIORIDA. PARCEL 5: LOT 4� BLOq( A OF UNIT 8 OF OF PINELLAS COUNTY. FLORIDA. SKYCREST SUBDIVISION� ACCORDING TO THE PLAT 1HEREOF AS RECORDED IN PLAT BOOK 30. PAGE 18. OF iHE PUBUC RECORDS SKYCREST SUBDIVISION, ACCORDING TO 1HE PLAT THEREOF AS RECOROED IN PLAT 800K 30. PAGE 79, OF 1HE PUBLIC RECORDS COMPREHENSIVE INFILL REDEVELOPMENT Project Crite�ia 1. The development or redevelopment is otherwise impractical without deviations from use and/or development standards set forth in this zoning district. The Commercial (C) zoning district lists medical office/clinics as a permitted use in Flexible Standard Development (Level 1) section. Deviation to parking is necessary since 5 spaces/1000 SF is impossible to achieve given the site constraints. In addition, existing pavement (parking) does not meet required setbacks, therefore proceeding as a Comprehensive Infll redevelopment project is necessary. In keeping with the mixed-use nature of the area, which includes medical offices, duplexes and apartments, and commercial uses, the proposed medical clinic (surgery center) is a reasonable use on 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 development of a medical office/clinic (surgery center) is consistent with the CG land use designation of the Comprehensive Plan in that offices are a permitted primary use. The medical office/clinic will provide employment opportunities in close proximity to housing. 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. The re-use of this site will not impede development or redevelopment of surrounding property. All surrounding property is currently developed with residential or commercial uses, except for a vacant parcel on Gulf-to-Bay/Hercules which is zoned C. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. The re-use of this property as a medical offce/clinic is compatible with adjacent land uses. All surrounding property is currently developed with residential or commercial uses except for a vacant parcel on Gulf-to-Bay/Hercules which is zoned C. This property provides a transition between heavily traveled Gulf-to-Bay Boulevard to the south and the duplexes/apartments to the north. 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 obj ectives: Page 1 of 3 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 spot land use or zoning designation; f. The proposed use provides for the development of a new and/or preservation of a working waterfront use a. The proposed re-use as a medical office/clinic is a permitted use in the underlying CG land use category and C zoning district. The CG category allows a maximum floor area ratio (FAR) of 0.55, the RH category allows up to 30 units/acre. The redevelopment will generally follow the bulk regulations for the C zoning district. b. The proposed use would contribute to the local economy by providing offce jobs once completed, and temporary construction jobs. c. The existing Comprehensive Spine Institute is an economic contributor and this expansion will also contribute to the economy. d. The reuse does not involve affordable housing. e. The area is characterized by predominantly residential and commercial uses. The re- use as a medical office/clinic is consistent with the underlying CG land use and C zoning, a land use plan amendment or rezoning are not needed. The existing non- residential off-street parking in the HDR zone is to remain, and rezoning from HDR to C would be considered spot zoning. The existing medical office, new medical office/clinic, and existing duplex to remain would provide a transition between Gulf-to- Bay and the duplexes/apartments to the north. f. The project does not involve working waterfront uses. 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; Page 2 of 3 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 of materials and colors Distinctive fenestration patterns Building stepbacks; and Distinctive roof forms e. The proposed development provides for appropriate buffers, enhances landscape design and appropriate distances between buildings. a. The redevelopment of the site as a medical offce/clinic will not impede the development of surrounding properties since they are mostly already developed with residential or commercial uses in the "C" zoning district or duplexes/apartments in the HDR zoning district. b. NA c. The height of the existing office building is 2-stories (36 feet) and will remain. The new building is limited to 1-stories and below the 25-foot maximum is similar to the heights of the adjacent duplexes and apartments to the north. This arrangement provides an FAR well below allowable limits currently permitted in the CG land use category and C zoning district. The 2-units in the duplex are at an existing density of 8 units/acre, well below the maximum 30 units/acre permitted in the RH land use category and HDR zoning district. d. The proposed building is to be a modern building that complements the existing modern 2-story offce building that is on the site to the South and the residential neighborhood to the North. This is accomplished by scaling down the building to 1- story and using eye brows over the windows and a hip roof at the clear story and sloped entry canopy. The exterior of the building will be stucco over block, with color and pattern changes. e. The site will be upgraded with signifcant landscape features, enlarged retention pond, significant green space, and the preservation of many existing trees. Page 3 of 3 STORMWATER NARRATIVE Comprehensive Spine Institute — 407 Aurora Avenue The subject property consists of 5 parcels totaling approximately 1.60 acres with an approximate redevelopment project area of 0.85 acres. The site is bound by Gulf to Bay Boulevard to the south, Hercules Avenue to the east and Aurora Avenue to the west. The site in existing condition is populated by an office building fronting Gulf to Bay Boulevard, two (2) duplex buildings fronting Aurora Avenue and two (2) accessory structures in the approximate middle-northern portion of the property. A parking lot exists on the eastern portion of the property fronting Hercules and between the office building and southern-most duplex building. The parking lot fronting Hercules Avenue drains to an existing detention pond in the central northern portion of the site. This detention pond is drained by an existing control structure that is routed to an inlet on the west side of Hercules Avenue. The parking lot north of the office building and south of the southern duplex building sheet flows to Aurora Avenue as do approximately half of the duplex buildings' footprints. The remaining half of the duplex buildings footprints drain to the existing detention pond. The office building drains to Gulf to Bay Boulevard and Aurora Avenue. The site lies within FDEP WBID #1604B — Allen's Creek. Since Allen's Creek has no known impairments, one-half inch of stormwater treatment meets design requirements. The remaining stormwater will be attenuated based on the City of Clearwater's 25yr-24hr storm event of 9 inches. The post-development discharge rates will be less than the predevelopment discharge rates. The existing discharge rates are based on curve numbers that yield half of the normal value to accommodate redevelopment. This is applied to the impervious areas that are being redeveloped. It is proposed to demolish the existing southernmost duplex building and replace it with a new office / medical building. Approximately half of the existing buildings runoff is, in existing condition, routed to the existing detention pond and the other half is routed to Aurora Avenue. In the post-development condition it is proposed to route all of the proposed building's roof drainage to the existing pond. This will aid in reducing sheet flow runoff rates pre-development versus post-development to Aurora Avenue and the site as a whole. To meet the drainage requirements and greater flows, it is proposed that the existing retention pond be increased in size by almost double and the existing control structure be modified for new flow rates and design stages. The proposed redevelopment design will therefore yield an improved stormwater component for this project site. Preliminary Drainage Calculations For Comprehensive Spine Institute Job # 14-023 Date J u ne 9, 2014 By VT Y:\PINELLAS\407 Aurora CSI (14-023)\Drainage\14-023 Drainage Calcs.xlsx - Cover Sheet 8/13/2014 Ezisting Conditions West Curve Number Calculations PROJECT: Comprehensive Spine Institute DATE: Jun, 2014 JOB NO: 14-023 Basin: PRDW Area: 0.15 Ac Curve Number Calculations: BY: � Green Mumhers = lnfo from anoth�r s readshee� Red Numbers = Calculations Land-Use Area Coef Open Space; Good 0.05 84.00 4.2 Parking/Building 0.10 49.00 4.9 (98 / 2= 49 Redevelopment Area) Open Water 0.00 100.00 0.0 Tota I 0.15 9.1 CN = 60.67 Use 60 Y:\PINELLAS1407 Aurora CSI (14023)\Drainage114-023 Drainage Calcs.xisx Ezisting Conditions East Curve Number Calculations PROJECT: Comprehensive Spine Institute DATE: Jun, 2014 JOB NO: 14-023 Basin: PRDE Area: 0.70 Ac Curve Number Calculations: BY: � Green Numt�ers = Ir�fo frnm anoth�r s readshee# Red Numbers = Calculations Land-Use Area Coef Open Space; Good 0.22 84.00 18.5 Parking/Building 0.38 98.00 37.2 (Non Redevelopment Area) Parking/Building 0.04 49.00 2.0 (98 / 2= 49 Redevelopment Area) Open Water 0.06 100.00 6.0 Total 0.70 63.7 CN = 90.97 Use 90 Y:\PINELLAS\407 Aurora CSI (14-023)\Drainage\14-023 Drainage Calcs.xlsx WEST — POST-0EV BASIN 0.08 AC I �. I — UNIT 0 OF SI(YCREST SU�OIVIBION UNIT 7 OF fil(YCfiEST BlIli01YI610N Piol Baak a0, Pape 70 I Plal Book 30. Popo t0 �� iw in� r r .+ I� I Lot e Hlock "C" Y131oc1c•°A"* � y {p� ti.�u.:«�.rn�Lel 3 , .� � � �.W —� %:« -, _ � , ��:' ' �� a,: 6 �" / ,� '""� <- .¢N ; ,F�:e ,,.,. : �,• I � iL"�;`—'I � Ig¢�;,.e I e� ~, � I �.:?3a�� I�' w I I I /� .:'r,� ' I .,� :. ..I � I ' I�'�, I ( � � I �_. `„J, . � Lot 4 iF W�2v C..._� a�a —�'�i' y� ,um� n '� �„p � , c• � :� _l , , , — -- �-- — — , � i � � ' M .. � Ww, . . ,. , \ � / �°•i:;. __ "_ __'_.""�`_ ___ _ "'_ "�"' "l______'__ ' ' '. 1{�� :'�p / � � �� zl� I PROPQSEOIXiESfOR`!� \PQS� EV ' F "p, , 6llILOWa � .��$� � � � � ^ W�8€ I r raresau�r�r �'� 0{E9�11C � � y � ° w°� \ „ I \ /� ��i �� - \ .y�t i 4 � a �,- -.'- - • --�;Fa� ---1- --- I r � c« � nocc''c" ��t=s�.�y M r"a°��= :� ��, i � � ` \ � \ � ,,,,� , ; Q I I �?,: ��.I:i_5y ''+�._�. � �' -- � � ;��--I I '.•:l Ci� .. .'��...-4�7'r+�' �:.,,� ��_.� ,.,�,. , fOU<i'f„�i"" i.�1�".'�' "" w��v �Poln� af DeglnNn � I � i Pnrw : ou .� nn I �, PROPERTY OF A. 8 W. GLA09, INC. �m� � � r.n. ��, ��,. ��.�o IQ., Plol OuoM 2L. Papoa fi] 3 51 � +rz ��" I „�R E;a�"� I,a^ Nal [nciuded � i I .? �� " /I� � °.,. i T.e b:.,.— �. � i �,.�.i M(� �s..�."` I I I r�' ,...� ,f .,ti, �13 I I � ��p :�. S Poinl ot �cEinnins " I'— � n.,� � � ` ^� • r��:.� : . no �oa.� /I - I uni �� N-G'/TlSS^� `__ _��i o� _ _ _ _ _� � - L � _ C— _ _ (5'_m _� N.n: wn �vw vri'e}.uri �:yi op :i � � � .^ _ ��oan�.`c�s`iii��u °i��i.m� _ � � �; GULF q 0 BAY B�OU�Ee�ARD j � I �� ' �� 65iNORiHRME0.1LRnVERiILFLO>lUMtn�p�PVO��,��G�P�BUSHEO[�EVaiioxor �ucw ty is?aecp*p�� c[ooncvcAnw� onrvm LEGEND BASIN LINE POST BASIN CHAR"C �'�'LST POST-DEV BASIN = 0.06 AC LAST POST-DEV BASIN = 0.79 AC TOTAL BASIN AREA = 0.35 AC � Gulf Coest Co�ting� 7nc. °""'.�""` �«� o�s�x�� or. 'IQ�`„►; ,�..A ,n,�� co�sive swr� n9mviE COMPR�HENSIVE SPINE INSTITUT� ��,^�'_.�.�._. 4�. -.m, � - , �� _<o-�.. �. ve 2 cn.�,..i«, Fl«im aa�as POST-DEVELOPMENT BASIN MAP wm.mcoNa: n•, Proposed Conditions West Curve Number Calculations PROJECT: Gomprehensive Spine Institute DATE: Jun, 2014 JOB NO: 14-023 BY: VT Basin: PSDW Green Number$ = info from ano#her s re�dslteet Area: 0.06 Ac Red Numbers = Calculations Curve Number Calculations: Land-Use Area Coef Open Space; Good 0.02 80.00 1.6 Parking/Pavement 0.04 98.00 3.9 Open Water 0.00 100.00 0.0 Total 0.06 5.5 CN = 92.00 Y:\PINELLAS\407 Aurora CSI (14-023)1Drainage\14-023 Drainage Calcs.xlsx PROJECT: JOB NO: Basin: PSDE Area: 0.79 Ac Proposed Conditions East Curve Number Calculations Comprehensive Spine Institute 14-023 Curve Number Calculations: Land-Use Open Space; Good Parking/Building Open Water Total DATE: Jun, 2014 BY: � Gree.n NumbeTS - Info from another � readsheet Red Numbers = Calculations Area Coef 0.11 0.57 0.11 0.79 80.00 8.8 98.00 55.9 100.00 11.0 75.7 C = 95.77 Y:IPINELLAS\407 Aurora CSI (14-023)\Drainage\14-023 Drainage Calcs.xlsx Nodes A Stage/Area V Stage/Volume T Time/Stage M Manhole Basins 0 Overland Flow U SCS Unit CN S SBUH CN Y SCS Unit GA Z SBUH GA Links P Pipe W weir C Channel D Drop Structure B Bridge R Rating Curve H Breach E Percolation F Filter X Exfil Trench T: EX WEST U: EX WEST T:PR WEST U:PR WEST A: EX Pond U: EX EAST A: PR Pond U: PA EAST Y:\PINELLAS\407 AURORA CSI (14-023)\DRAINAGE\ICPR\CSI PREPOST.ICP D:ExPnd > ExMHE D:PrPntl > EXMHP Interconnected Channel and Pond Routing Model (ICPR) �02002 Streamline Technologies, Inc. A: E% MHE A: EX MHP P:EXMH > EXINE T:EX In1etE P:EXMH > EXINP T:EX In1etP ___= Basins _______________________ Name: EX EAST Group: BASE Node: EX Pond Status: Onsite Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 0.700 Time Shift(hrs): 0.00 Curve Number: 90.00 Max Allowable Q(cfs): 999999.000 DCIA(g): 0.00 ---------------------------------------------------------------------------------------------------- Name: EX WEST Node: EX WEST Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 0.150 Curve Number: 60.00 DCIA($): 0.00 ----------------------- Name: PR EAST Group: BASE Peaking Factor: 256.0 Storm Duration(hrs): 0.00 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ------------------------------------------- Node: PR Pond Status: Onsite Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 0.790 Time Shift(hrs): 0.00 Curve Number: 95.77 Max Allowable Q(cfs): 999999.000 DCIA($): 0.00 ------------------------------------------------------------------------------------------------- Name: PR WEST Node: PR WEST Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 0.060 Curve Number: 92.00 DCIA(%): 0.00 Peaking Factor: 256.0 Storm Duration(hrs): 0.00 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ___= Nodes =------------------------------------------------------------------------------ Name: EX In1etE Group: BASE Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 66.590 13.00 67.840 24.00 66.590 Base Flow(cfs): 0.000 --------------------------------------------------- Name: EX In1etP Base Flow(cfs): 0.000 Init Stage(ft): 66.590 Warn Stage(ft): 67.850 ---------------------- Init Stage(ft): 66.590 Y:\PINELLAS�407 AURORA CSI (14-023)\DRAINAGE\ICPR\CSI PREPOST.ICP Interconnected Channel and Pond Routing Model (ICPR) �02002 Streamline Technologies, Inc. Page 1 of 5 Group: BASE Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 66.590 13.00 67.840 24.00 66.590 ----------------------------------------------------- Name: EX MHE Base Flow(cfs): 0.000 Group: BASE Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 66.930 0.0050 71.220 0.0050 ------------------------------------------------------- Name: EX MHP Base Flow(cfs): 0.000 Group: BASE Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 66.930 0.0050 71.220 0.0050 ------------------------------- Name: EX Pond Group: BASE Type: Stage/Area --------------------- Base Flow(cfs): 0.000 Warn Stage(ft): 67.850 ------------------------------ Init Stage(ft): 66.930 Warn Stage(ft): 71.230 Stage(ft) Area(ac) ---------- --------------- 68.700 0.0180 70.600 0.0570 --------------------------------------------------- Name: EX WEST Base Flow(cfs): 0.000 Group: BASE Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 71.000 24.00 71.000 ----------------------------------------------------- Name: PR Pond Base Flow(cfs): 0.000 Group: BASE Type: Stage/Area --------------------------- Init Stage(ft): 66.930 Warn Stage(ft): 71.230 ---------------------------- Init Stage(ft): 69.600 Warn Stage(ft): 70.100 --------------------------- Init Stage(ft): 71.000 Warn Stage(ft): 71.010 ---------------------------------- Init Stage(ft): 69.200 Warn Stage(ft): 70.600 Stage(ft) Area(ac) --------------- --------------- 68.700 0.0500 70.600 0.1100 ------------------------------------------------------------------------------------- Name: PR WEST Base Flow(cfs): 0.000 Init Stage(ft): 71.000 Group: BASE Warn Stage(ft): 71.010 Y:\PINELLAS\407 AURORA CSI (14-023)\DRAINAGE\ICPR\CSI PREPOST.ICP Interconnected Channel and Pond Routing Model (ICPR) �02002 Streamline Technologies, Inc. Page 2 of 5 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 71.000 24.00 71.000 ___= Pipes ------- --------------- Name: EXMH > EXINE Group: BASE UPSTREAM Geometry: Circular Span(in): 15.00 Rise(in): 15.00 Invert(ft): 66.930 Manning's N: 0.012000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: EX MHE To Node: EX In1etE DOWNSTREAM Circular 15.00 15.00 66.590 0.012000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------- Name: EXMH > EXINP From Node: EX MHP Group: BASE To Node: EX In1etP UPSTREAM DOWNSTREAM Geometry: Circular Circular Span(in): 15.00 15.00 Rise(in): 15.00 15.00 Invert(ft): 66.930 66.590 Manning's N: 0.012000 0.012000 Top Clip(in): 0.000 0.000 Bot Clip(in): 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Length(ft): 40.00 Count: 1 Friction Eguation: Automatic Solution Algorithm: Most Restrictive Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 1.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dc Stabilizer Option: None ------------------------------------------- Length(ft): 40.00 Count: 1 Friction Equation: Automatic Solution Algorithm: Most Restrictive Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 1.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dc Stabilizer Option: None ___= Drop Structures _____________________________________________________________________ ------------------------------------------------------------------------------------------ Name: ExPnd > ExMHE Group: BASE UPSTREAM Geometry: Circular Span(in): 15.00 Rise(in): 15.00 Invert(ft): 67.410 Manning's N: 0.012000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: EX Pond To Node: EX MHE DOWNSTREAM Circular 15.00 15.00 66.930 0.012000 0.000 0.000 Length(ft): 105.00 Count: 1 Friction Equation: Automatic Solution Algorithm: Most Restrictive Flow: Both Entrance Loss Coef: 0.000 Exit Loss Coef: 1.000 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dc Solution Incs: 10 Y:\PINELLAS\407 AURORA CSI (14-023)\DRAINAGE\ICPR\CSI PREPOST.ICP Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 3 of 5 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 0£ 2 for Drop Structure ExPnd > ExMHE *** TABLE Count: 1 Type: Vertical: Mavis Flow: Both Geometry: Rectangular Span(in): 48.00 Rise(in): 999.00 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 69.600 Control Elev(ft): 69.600 *** Weir 2 of 2 for Drop Structure ExPnd > ExMHE *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 38.00 Invert(ft): 69.960 Rise(in): 48.00 Control Elev(ft): 69.960 --------------------------------------------------------------------------------------- Name: PrPnd > EXMHP From Node: PR Pond Length(ft): 105.00 Group: BASE To Node: EX MHP Count: 1 UPSTREAM DOWNSTREAM Geometry: Circular Circular Span(in): 15.00 15.00 Rise(in): 15.00 15.00 Invert(ft): 67.410 66.930 Manning's N: 0.012000 0.012000 Top Clip(in): 0.000 0.000 Bot Clip(in): 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 1 for Drop Structure PrPnd > EXMHP *** Count: 1 Type: Vertical: Mavis Flow: Both Geometry: Rectangular Span(in): 18.00 Rise(in): 999.00 Friction Equation: Automatic Solution Algorithm: Most Restrictive Flow: Both Entrance Loss Coef: 0.000 Exit Loss Coef: 1.000 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dc Solution Incs: 10 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 69.200 Control Elev(ft): 69.200 TABLE ----- ___= Hydrology Simulations _______________________________________________________________ Name: 025yr-24hr Filename: Y:\PINELLAS\407 Aurora CSI (14-023)\Drainage\ICPR\025yr-24hr.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 9.00 Time(hrs) Print Inc(min) Y:\PINELLAS\907 AURORA CSI (14-023)�DRAINAGE\ICPR\CSI PREPOST.ICP Interconnected Channel and Pond Routing Model (ICPR) 002002 Streamline Technologies, Inc. Page 4 of 5 --------------- --------------- 30.000 5.00 ___= Routing Simulations _________________________________________________________________ Name: 025yr-24hr Hydroloqy Sim: 025yr-24hr Filename: Y:\PINELLAS\407 Aurora CSI (14-023)\Drainage\ICPR\025yr-24hr.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 Min Calc Time(sec): 0.5000 Boundary Staqes: Time(hrs) Print Inc(min) --------------- -------------- 999.000 15.000 Group Run --------------- ----- BASE Yes Delta Z Factor: 0.00500 End Time(hrs): 30.00 Max Calc Time(sec): 60.0000 Boundary Flows: Y:\PINELLAS�407 AURORA CSI (14-023)\DRAINAGE\ICPR\CSI PREPOST.ICP Interconnected Channel and Pond Routing Model (ICPR) �02002 Streamline Technologies, Inc. Page 5 of 5 Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inilow Inilow outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs �,X%� E�� BASE 025yr-24hr 13.00 67.84 67.85 -0.0019 6 12.08 0.00 0.00 ,�`t'�� E BASE 025yr-24hr 13.00 67.84 67.85 -0.0019 6 12.18 � 9�'� 0.00 0.00 t�,��,/ EX Pond BASE 025yr-24hr 12.06 70.00 70.10 0.0025 1942 12.00 3.51 12.06 3.49 �'tMG rC� U% �� BASE 025yr-24hr 0.00 71.00 71.01 0.0000 0 12.08 � 0.00 0.00 `} PR Pond BASE 025yr-29hr 12.16 70.01 70.61 0.0045 3978 12.00 12.16 3.99 �jT'�v w� ��W.�S�`=' BASE 025yr-24hr 0.00 71.00 71.01 0.0000 0 12.00 `, 0.31 0.00 0.00 P� � �t�- Q� �� ' -- o.�Z C� � _ � �� c�, � -roT�c.. PC�. -� � = 3 . � � � goSZ_ �� w�-�' �' a� 3 l- �� QOS� - �C.� ��T - � ` � �� - - � -T'�-T',r�,. QoS?-��1= 3 •$ o �C�"- .� _ ^ P�S�'-�� = Y:\PINELLAS\407 AURORA CSI (14-023)\DRAINAGE\ICPR\CSI PREPOST.ICP 3.`�l � . �U �� C:F-� Interconnected Channel and Pond Routing Model (ICPR) �02002 Streamline Technologies, Inc. Page 1 of 1 Project: Comprehensive Spine Institute Date: Jun, 2014 Proj. No: 14-023 Elev TOB 70.60 BTM 68.70 SHWL 65.00 Area (ac) 0.1100 0.0500 N/A Volume (Ac Ft) 0.1520 0.0000 N/A By: v-r Water Quality Treatment Calculations: Elev Area (ac) Volume (Ac Ft) 70.60 0.1100 0.1520 DLW 69.20 0.0658 0.0400 �— Calculated Volume 68.70 0.0500 0.0000 Water Quality Treatment Calculations: Treatment Type Infiltration Treatment Rainfall 0.50 in. Basin Area 0.85 Acres "TS" Total Required 0.035 Ac. Ft. Volume @ 69.20 = 0.040 Ac. Ft. Elevation of SHWL 65.00 Ft Y:\PINELLAS\407 Aurora CSI (14-023)\Drainage\14-023 Drainage Calcs.xlsx 407 Aurora Avenue 1Vledical L��}B[tld " -, � 1.57+4 ALLI6AT�R CREEK 1� �A �A!�l4� �1'�' � � � _ � LVater6heds i i ; ; ,� ` � �. f�"n�ads '=: � s; s: ' i � ' �;�: = • � � t. i.r, i,� . i•; I;�; i�; ii �P �.�� ', � '.� j ��; a --�. �. r �:, u; �,, �= 9nterstates ;'; !; `, +� r f �.;� `, �'j -' � ; _ � ?� ' : ('i: �'�� mpai:red'It'faters }' : Ys `' ` r� $ �:� F�, ' � —i F 1 � ; �� ;-r, r,r � �i� n�, i;� � _ Ci !i ;i li ;i -1 � ,. ? :. ,, ; ,; � , � � ! . . �� .... .._._.... i ...... ........ ' �_. ... ...... L _�'�t J�tiT ... .. . ... . . .. . ..... .' . , . ..... . . ... .�� . ... . ... . . f. .. 1 .. .! , � � WaterFaatures f �s '' "'�': ��"° �; u+ i'r I,� �, {}4r�a}(hl�eiwj p. �i�; �,� /�� t t T ', Z. 1�� , t�: � �, �7 ' ; -�' , ; ` , � � i t� �{'�� ( . � ; �,I � '.' �I 6:r '.' .. �'-�'� d ,� 4:' �! Ltl'ater �ea#u�'es �; ! 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'�t . _ ' �� . . .. ._..- _ •�_, .�S �.i- -_ �� . . _ 7 {� � �.'�ff7l _{�.�y_,� A ' 11 Jd� T.:T , :! , _ �. _ , , ! -- -- ., Source: Data obtained from Pinellas County, University of South Florida, USGS, Florida Fish and Wildlife Conservation Commission, and many ;,�� other state and local agencies. "� r��'= � ,,s4�y Disclaimer: It is intended that the accuracy of the ��.!� ��,, base map comply with US National map accuracy � L� 4_=t' standards. However, such accuracy is not :� } guaranteed. This map is for illustrative purposes � ��'� � only. �::--=-=--�=---:._ __ ry� Date: 6/2/2014 Printed by: N/A Courtesy of: ��,�� ^ � FCCDR � 4�}un� University of South Florida �� i�s��. i s.�r� v c�� 4202 E. Fowler Ave, HMS 301 � :��'fr► ri<-': i�'.4 Tampa, FL 33612 813-974-4042 C�UF7t� BCZiIi'1G2.P+,� E�o t�:ddi:iona! i��ta �.v�'sf�u�e imp�i�eci ��,'ate�s tay 1�"d81t� i,�r�s�� .s�t� t�a�� c�� -��r�� a.�;��,�T�� v�� 3��{�� 1504Es ALLEN CR�.EK STR�At,� FJ!A i�,p��r•�E�,� t�lo Kno�,vn Imp�irments lf.'�fi,rs;-�ec�s V:�a��rsi•��d ��m� �,�� (Sa, P3i€�5) O!d Tampa [iav U1�atershed 6� •� ��e:��.y N/A Project: Proj. No: E NGVD Comprehensive Spine 14-023 h ^h V ^V Lmin Lmax Lavg TOTAL INCR. TOTAL INCR. Date: 06/2014 By: vr HYD. AREA FLOW AVG. ^T ET GRAD. FILTER Q=KIA FLOW INCR. TOTAL 69.20 1.45 1,261 2.00 2.77 2.39 0.6080 43.5 143.3 0.0 _ _ _ 0.05 142 137.4 1 A __ _ _ _ _ _ 69.15 1.40 1,119 2.08 2.77 2.42 0.5777 42.0 131.5 1.0 _ _ __ ___ __ __ 0.05 138 125.9 1.1 _ _ _ _ _ 69.10 1.35 981 2.15 2.77 2.46 0.5483 40.5 120.4 2.1 0.05 135 115.1 1.2 _ _ 69.05 1.30 847 2.23 2.77 2.50 0.5199 39.0 109.9 3.3 _ _ _ _ _ _. 0.05 131 _ _ 105.0 _ 1 •3 69.00 1.25 715 2.31 2.77 2.54 0.4923 37.5 100.1 4.5 _ 0.05 _ 128 _ 95.5 _ � •3 68.95 1.20 588 2.39 2.77 2.58 0.4656 36.0 90.8 5.9 0.05 _ _ 124 _ _ 86.5 1.4 68.90 1.15 463 2.46 2.77 2.62 0.4396 34.5 82.2 7.3 _ _ _ _ _ _ _ 0.05 121 78.2_ 1.5 ' 68.85 _ 1.10 342 _ 2.54 2.77 2.65 0.4144 33.0 74.1 _ 8.9 _ 0.05 118 70.3 1.7 68.80 1.05 225 2.62 2.77 2.69 0.3899 31.5 66.6 10.5 0.05 114 _ 63.0 1.8 68.75 1.00 111 2.69 2.77 2.73 0.3661 30.0 59.5 12.4 _ _ _ __ _ _ __ 0.05 111 56.3 2.0 __ _ _ _ _ _ 68.70 0.95 0 2.77 2.77 2.77 0.3430 28.5 53.0 14.3 69.20 DLW (TOP OF TREATMENT VOLUME) 68.70 BOT (BOTfOM OF TREATMENT VOLUME) 67.50 INVERT OF OUTFALL PIPE 6.00 DIAMETER OF OUTFALL PIPE 67.75 ELEVATION OF CENTERLINE OF PIPE 2866 AREA @ DLW (s.f.) @ EL 69.20 2178 AREA @ BOT (s.f.) @ EL 68.70 2 L min 2.77 L max 5.42 "K" 30 Proposed Underdrain Length -Interpolate for time to equal 36 hrs 14.3 TIME FOR SYSTEM TO DRAW DOWN (36 HOURS = 72 HOURS WITH SAFETY FACTOR OF TWO) Y:\PINELLAS1407 Aurora CSI (14-023)\Drainage\14-023 Drainage Calcs.xlsx - UD 8/13/2014 COMPREHENSIVE SPINE INSTITUTE TRAFFIC ASSESSMENT Redevelopment of this property would provide for a 7,376 Square feet of inedical clinic (Surgery center). Using average weekday trip generation rates from Institute of Transportation Engineers (ITE) Tr�i Generation, 9th Edition would be appropriate. Attached are excerpts from ITE Trip Generation, gtn Edition, Land Use Code 720 (Medicat Office Building) and the average trip generation rates are as follows: Medical Office = 36.13/1,000 SF 2.39 AM peak hour trips / 1000 SF 3.57 PM peak hour trips/1,000 SF The proposed medical clinic would generate 266 daily trips, of which 18 would occur during the AM peak hour and 26 would occur during the PM peak hour. The trip generation of the proposed redevelopment as a medical clinic would generate less than 1000 daily trips and less than 100 PM peak hour trips therefore a detailed traffic analysis is not necessary. Nledical�Dental Offac� �uilding � (720) Average Vehicle 1'rip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday Number of Studies: 10 Average 1000 Sq. Feet GFA: 45 Directional Distribution: 50% entering, 50% exiting irip Ger�eration per 9000 Sq. �ee$ Gross Fsoor Area Average Rate Range of Rates 36.13 23.16 - 50.51 Data P9ot a�d Eauation 5,C 4,000 � � c W Q. � 3,000 � � t � > � � �s � 2,000 Q II f-- 1,000 , Standard Deviation 10.18 ; ; ; : ; ; X ; : , ; ; . . , , , . ,� , , , ---- . -�---: -••- , ------. ---X•,- --,----• . ---� , •------ ---- - ---- - ----- , , ; : �� X , ; . , ; , , : �� , , , , , . , , ---•- � ---- � ---��-r --x- �-'rC----� •----� ---• �----- � ----- �-•--• • ---- � ---- X . ; ; ; ; ; : : , : : ; , : , ; ; ;�, , : � . , . . , . , , , . . 0 10 20 30 40 50 60 70 X= 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve , Fitted Curve Equation: i= 40.89(X) - 214.97 1294 Trip Generafion, 9th Edition � Institute of Transportation Engineers ,� 80 90 100 110 120 ------ Average Rate R2 - 0.90 Medical-Dentai Office Building (720) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Number of Studies Average 1000 Sq. Feet GFA Directional Distribution 23 41 79% entering, 21 % exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates 2.39 0.85 - 4.79 Standard Deviation 1.89 Trip Generation, 9th Edition • Institute of Transportation Engineers 1295 ��C�IC��-�� f�s�� UQS�9�1� (720) � Average Vehicle Trip �nds vs: 1000 Sq. Feet Gross V�loor Ar�a On �a; Weekday, Peak Hour of Adjacent Sireet Trafgic, One Hour �etween 4 and 6 p.m. Number of Studies: 43 Average 1000 Sq. Feet �FA: 31 Directional Distribution: 28% entering, 7, 2% exiting T'rip Generatior� per 1000 Sq. �eet Gwoss Flo�r Area Average Rate Range of Rates Standard Deviation � 3.57 �.97 - 8.86 2.47 Data Plot and Equatior� � � c W a L�L r � U � � > � � � � Q II H 400 300 20� 100 _:__ , , , , , X , . , , �. , , , , , , , , , . ., , , . , , , . , , , � , : ; : ; ; . : ; : :.' ; ., , , , , . , , , � . , ; ; : ; : ; ; ; ; ,' X : , , . . , , , , ,,� . , , , , , , , , . , , , , , , . , , ,�, ----------- ----•••------------ •---------•- ---• --��- ---• ---- ---- : ; : ; X ; : :' ' ; ; ;X , . , , . , ,�, . . , ' � � � i � i F � . � � � � � � � X � i i � � � i� " '- ---- •'-' --'-' �--- -�-� ' -'-- --'-- '^-' -r-- -.•' ; ; � ; -; .- ; , : : ; , , , , ,.' , , , . , , , , , ,r , , , , , , : ; : X; � � X ; ; - : ; ; ; ; ; X ' ,� , : : ; ; ; ; , , . �. . , , , , . � . � X ; " ; X ; ; ; , , . . X . �' , , , X , , , � � � X � � i� X , � � � . � � .,-• ; --X-X;-'•X�XX-Xj(X•-' -----= ---- - ---- - ---- - ------ •-•- ; ---- ; •---- �k X ; �, ; X , ; ; ; , , ; , x , X , X ; : ; � , ; , : X � � , X , , , ; , , , ; X.` , X , , , , , , , � , , X , , , , , , , , " , , 0 0 10 20 30 40 50 60 70 80 X= 1000 Sq, Feet Gross Floor Area X Actual Data Points Fitted Curve Fitted Curve EquatFon: Ln(l� = 0.90 Ln(X) + 1.53 1296 Trip Generation, 9th Edition � Institute of Transportation Engineers ,, 90 10Q 110 120 -----' Average Rate RZ - 0.77 � • ROBERSON RESOUR+CE GRDUP o�� ■ Landscape Archifiecture & Consulting Memorandum To: Robert Pergolizzi, AICP, PTP From: Patrick Roberson, RLA, ISA Date: 06/23/14 Rev. 08/14/14 — Added Tree #57 Re: Comprehensive Spine Institute / 407 Aurora Ave. — Existing Tree Inventory A site visit was conducted on June 18, 2014 (& 08/13/14) to review the highly visible, general conditions of the existing trees at the Comprehensive Spine Institute site, in Clearwater, Florida. The existing trees were reviewed and rated utilizing the required criteria of the City of Clearwater's rating system. This system rates the trees on a scale from 1 to 6, with 1 being dead or in decline and 6 being a specimen tree in excellent condition. This review was conducted by Patrick Roberson of Roberson Resource Group, LLC who is an ISA Certified Arborist (# FL-1O51A) and Florida Registered Landscape Architect (#LA0001461). In general, there were 57 trees on site that were reviewed. Most of the trees were Live Oaks (Quercus virginiana) with a few Sabal Palms (Sabal Palmetto), Washingtonia Palms (Washingtonia robusta), Queen Palms (Syagrus romanzoffiana), Bald Cypress (Taxodium distichum) Cherry Laurels (Prunus caroliniana), Camphor Tree (Cinnamomum camphor) and a Laurel Oak (Quercus laurifolia). The Live Oak trees tended to be of a�erage to good condition with some minor issues related to structure and available root space. The trees along the northern area of the central part of the site had overhead utility lines that were coming into contact with the tree canopies. It appears that the trees have been pruned at one time to provide some clearance for the overhead utility lines. The larger Laurel Oak tree in the center area of the site was in generally poor condition with signs of decline with additional impacts to the trunk from it growing into an adjacent building. The overall site e�ibited past general pruning cuts and the trees appeared to be relatively maintained at some time in the recent past. The palms, especially the Sabal Palms, appeared to be recently maintained and dead frons removed. The canopies of the larger oak trees tended to be full with normal / typical amount of dead wood / dieback of upper branches and twigs. The Palms were generally in good condition with one being only 3' clear trunk in size. The Cherry Laurels and Camphor Tree were in poor condition with structural issues and signs of rot. Attached is the summary of the existing tree ratings and a site plan with the location and number reference of each tree. A full size (22"x34") plan of the Existing Tree Inventory with the summary will also be provided as part of the drawings provided as part of the Landscape and Irrigation Plan submittal. Please let me know if you have any questions or need any additional information. 3152 Little Rd., #125, Trinity, Florida 34655 Phone: 727-255-4258 Web: RRGLA.com Florida I�icense No, - LC26U00267 Comprehensive Spine Institute 407 Aurora Ave. Existing Tree Inventory Summary Site Visit: June 18, 2014 Rev: Aug. 14, 2014 - Added Tree #57 By: Patrick Roberson, RLA, ISA Tree # Common Name Botanical Name Tree General Comments Rating 1 Sabal Palm Sabal palmetto 4 Good 2 Live Oak Quercus virginiana 3 Some structural issue with branches, Epicormic growths, some branch tip dieback, root mass impacts due to parking, dead wood in canopy 3 Washingtonia Palm Washingtonia robusta 4 6' cleartrunk 4 Live Oak Quercus virginiana 3 Some structural issues, some minor dead wood, root mass impacts due to parking 5 Live Oak Quercus virginiana 4 Full canopy, some minor dead wood in lower branches 6 Live Oak Quercus virginiana 3.5 Full canopy, some minor dead wood in lower branches, root mass impacts due to adjacent sidewalk 7 Live Oak Quercus virginiana 3 Structural issues with multiple branch attachments, full canopy 8 Sabal Palm Sabal palmetto 4 Good 9 Queen Palm Syagrus romanzoffiana 3 6' clear trunk, limited canopy 10 Live Oak Quercus virginiana 3 Structural issues with multiple branch attachments, exposed roots, root mass impacts due to adjacent sidewalk, 75% canopy 11 Queen Palm Syagrus romanzoffiana 3 9' cleartrunk, limited canopy, sli ht bend in trunk 12 Live Oak Quercus virginiana 3 Structural issues with multiple branch attachments, full canopy 13 Live Oak Quercus virginiana 3 Offsite, root impads of sJw & roadway, possible fungi/disease in main trunk, some dead wood in canopy 14 Sabal Palm Sabal palmetto 4 Good 15 Live Oak Quercus virginiana 3 Root mass impacts of s/w & roadway, 50%-60� canopy, branch tip dieback 16 Live Oak Quercus virginiana 3 Structure issues, limited upper canopy 17 Live Oak Quercus virginiana 3.5 Some branch tip dieback, limited canopy, truck damage in canopy 18 Sabal Palm Sabal palmetto 4 Good 19 Sabal Palm Sabal palmetto 4 Good 20 Live Oak Quercus virginiana 2.5 Structural issues, included bark, full canopy with some tip dieback 21 Live Oak Quercus virginiana 2 50% canopy, overhead util. & util. pole impacts, structural issues 22 Bald Cypress Taxodium distichum 4 Full, straight 23 Bald Cypress Taxodium distichum 4 Full, straight 24 Bald Cypress Taxodium distichum 4 Full, straight 25 Live Oak Quercus virginiana 3 Future overhead util. impacts, some deadwood 26 Sabal Palm Sabal palmetto 4 Good 27 Bald Cypress Taxodium distichum 3.5 Impacts from adjacent Oak canopy 28 Live Oak Quercus virginiana 3 Future overhead util. impacts, some deadwood 29 Bald Cypress Taxodium distichum 4 Full, straight 30 Live Oak Quercus virginiana 3 Minor structural issues, minor dead wood, co-dom canopy to larger tree to southeast 31 Laurel Oak Quercus laurifolia 1.5 Major structural issues, included bark, building impact to main trunk, dead wood, fungi in up er canopy 32 Cherry Laurel Prunus caroliniana 2 Major structural issues, major dead wood, severe lean, inciuded bark 33 Sabal Palm Sabal palmetto 4 Good 34 Sabal Palm Sabal palmetto 4 Good 35 Live Oak Quercus virginiana 3.5 80% canopy, minor structural issues, minor dead wood, root space impacts 36 Sabal Palm Sabal paimetto 4 Good 37 Live Oak Quercus virginiana 3.5 80%canopy, minor structural issues, minor dead wood 38 Sabal Paim Sabal palmetto 4 Good 39 Live Oak Quercus virginiana Z S Strudural issues, limited root space due to pavement & bldg., limited canopy due to bidg. 40 Sabal Palm Sabal palmetto 3 3' Clear trunk, canopy impacts due to camphor tree 41 Sabal Palm Sabai almetto 3 6' Clear trunk, canopy impacts due to camphor tree 42 Cherry Laurel Prunus caroliniana 2 Structural issues 43 Brazilian Pepper Exotic 1 Exotic 44 Camphor Cinnamomum camphora 1.5 Structural issues, dead wood, overhead util. & util. pole impacts 45 Cherry Laurel Prunus caroliniana 2 Strudural issues 46 Live Oak Quercus virginiana 2 Structural issues, included trunks, fence impact, upper branch structure 47 Cherry Laurel Prunus caroliniana 2 Structural issues, rot at pruning cuts 48 Queen Palm Syagrus romanzoffiana 2 Limited canopy, yellowing, trunk issues Page 1 of 2 Page 2 of 2 � — � — — — — � ll � ? 3 �> , �; al�� o� � �e e � � � � a�,..� �aN�,....,.,a.��o.��..�,�.��.�.a�...,, aeqnx.e M n.8m. rt FbMa'. 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W j `o mwuauemommemaa4.��nnee NORTIi � � � � � ISA Certlfietl Arborist A (J Patrick Roberson g C F1-7051A EXISTING TREE INVENTORY ��.sm4rw.,�wv.e.a.pm.vwr °°' oe/n/i. � ET1 PROJECT IS PRIMARILY THE A�DITION OF NEW BUIl01NC TO AN EXISTING BUIIDING SITE WITH ASSOCVTEO EXISTING PARK�NG AREA. INTERNAL L4NDSGGE WA AREA REQUIftED: tOR OF VUA PARKING AREA � VUA AREA: 27,793.4� SF (EXISTING k PROPOSED) REOUIRED VUN lANDSCAPE AREA: 2,779.35 SF (109. % 27,793.97 5� PROVIDED VUA lANDSCAPE AREA: 3,7�4.86 SF (13.fi9.) 1 TREE REOUIRED PER 150 SF 0� REOUIRE� IMERNAL lANDSCAPE VUA ARE4: 2,779.35 / 150 = /8.53 TREES REOUIRED TREES PROVIOE� FOR INTERNAL LANOSCAPE VUA AREA: 9 E%. PALM + 1 EX. TREE + 2 PROP. PALM + 1 PROP. ACCENT TREE _ . . �� SHRUBS ARE REOUIREO FOR SOR OF THE REOUIRED INTERNAL L4NDSCAPE VUA AREA, WITH REMAINING AREA COVEREO BY GROUND COVERS, NOT INCLUDMG SOD. PROVI�ED: VARIES WITM EXISTING SHRUBS / SOD @ PROPOSED SHRU95 / GROUN� COVERS. E%ISTIN TR R P e 1A NT R O IR uF TS E%ISTING TREES RATED 3, 4, AND 5 PER CONDRION RATNG SUNMARY ARE TO BE REPIACED AT 1" OF REPWGEMENT FOR 1" OF EXISPNG TREE REMOVED AND PALMS ARE TO BE REPIACED AT 1' PER PALM TREE. TREES RATE� 1 AND 2 PER CONDITION RATING SUMMARY DO N0T REOUIRE REPIACEMEM. OUALIFYING TREES REMOVED: ] TREES O fi0' REOUIRED REPIACENENT OUALIGYING PALIAS REMOVE�: 2 PALMS O 2" RE�UIRED REPIACEMEM TOTAL REPIACEMENT REOl11RED: 62" REOUIRED ftEPLACEMENT 0T PROV E: 0" T Q T AL RE LACEME 1 IT: 32' m t40.00 = f1,536.00 T� CIIY TREE FUND REOUIREO PERIM R>NDS A A FT�Rc NORTH BUFFER (ATfACHED DWELLINGS AN� L1KE USES) REOUIRED: 10' WIDE BUFGER WRH 1 TREE PER 35 LF & 100R CONTINUOUS HEDGE 250 LF / 35 m 7 iREES RE�UIRED PROVIDED: 5.1'-10.6't WI�E BUFFER, 4 E%. TREES k HEOGE & 6' FR. SOLJD WOOD FENCE SOUTH BUFFER (ARTERIAL ROW & NON—RESIDENTIAL) REQUIRED: 15' k 5' WIDE BUFFER WITH 1 TREE PER 35 LF & 1009. CONTINUOUS HEDGE 244.76 LF / 35 = 7 TREES REOUIRED PROVIDED: 1.2'-14.3'i WIDE BUFFER, (1 EX. PALIA + 2 EX. TREES + HEDCE IMMED�ATE OFF—SITE) EAST BUFFER (LOCAL ROW & NON—RESIDENMI) ftEQUIRED: 10' & 5' WIDE BUFFER WITH 1 TREE PER 35 Lf k t00X COMINUOUS HEDGE 370.18 I.F / 35 = 11 TftEES REQUIRE� PROVIDED: 0'-10.0'3 WIDE BUFFER, 2 EX. PALMS + 4 E%. TREES + EX. k PROP. HEDGE (+ 5 EX. TREES IMb1EDIATE OFF—SRE) WEST BUFFER (LOCAL ftOW) ftE0U1RED: 10� WIDE BUFFER WfiH 1 TREE PER �5 LF & 100R CONTINUOUS HEDGE 369.73 LF / 35 = 11 TREES RE�UIRED PROVIOED: 0.2'-17.6'i WIDE BUFFER, 3 EX. PALMS + 1 IX. TREE + SOME HEDGE / GROUNO COVER MATERWL (+ 1 EX. PALM IMIAEDIATE OFF—SRE) B111L�INC FOUNDATION L4N�SCepF REOLIIREMEMC FOUNDATION PLANTINGS TO BE PROVI�FA FOR t00R OF BUILDING fACADE ALONG STftEEf RIGHT OF WAY, EXC�U�ING AREAS FOR BUIL�ING INGRE55 AND EGRESS MININUN 5� WIpE WRH 2 ACCEM TREES OR J PALMS FOR EVERY 40 LF AND 7 SHRUB FOR EVERY 20 SF OF REOUIRED IAN�SCAPE AREA. SOR OF LANOSCAPE AREA TO BE SHRUBS WRH REM4INING AREA TO BE GROUND COVERS ��N� �Ktts�� REDUIRED: 129.34 LF BUILDING FACADE (FAST + WEST) / 40 = 72 3 X 2 ACCENT TREES — 6 ACCEN� TREES REQUIRED (OR 9 PAUAS) mmlltnabertWtlaabNa �29.34 X 5' = 646.70 SF REOUIRED IANDSCAPE AREA :iryofCMemahrslaMarOS, 0 20 = 3 8 EO !k2'poslv.ilM1t^�PnOSeI PROVI ED: ACCE T TREES + PALMS, JS SHRUBS AN� 646.73 SF (EAST + WEST . 539.56 SF + v.oMlydsaf�ne�treesaripYne. SOl1TH AREA = f07.14 SF) OF LANDSCAPE AREA WRH REMAININC AREA HAVING ADDITIONAL SHRUBS k GROUND COVERS iH o.�. i� �emo.ioe ..i:u� ihrub mebrieln rwllMkeletl b NOTE: mainwiNinlMd�ipinaa( ADDITIONAL IAN�SCAPING HAS BEEN PROVI�ED TO EXISTINC lAN�SCAPE AREAS TO PROVIDE A�DRIONAL nhune �eee W remain. VISUAL AESTHETICS AND BUFFERING OF THE SITE IMPROVEMENTS, WHILE PROVI�ING FOR THE PRESERVATION OF EXISTING LARGE TREES, PAtMS AN� SMAIIER ACCENT TREES WITHIN THE PROJECT AREA. 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THENCE NOkTH 1' Y7' t8' Wf'S�. U`0 iECTZ 7HCNCE CASi PARALLEL TO SAIO GULf TO 8AY BOIILEVARD, b2.2 FECT TO A LUE ORAWIJ PARAlIEL 70 IHE � EAST BOWAARY Of SAID SOUi12A5) 1/� Oi' THE NORi1fYE5i 1/� AND 71YPOUGM illE POWT Ot BFGWNOHI TO AlA TIiEN SWTH ALONG TWS LWF TO THE PONi Of BEEPlNWC. tYwG YI SCClION 11, 70AN51PP 1D SWT1� R.1uGC IS FAST, PMLLAS COUirY, F10ROA, AHD LOT 5. MOGK C Of UtdT l OF SxYtRESf SuBDNn401; AS REfAROCO W PLAi BOOR 70. PAGE IB, OF IHE PUBLIG BECORDS d' PYIFLLAS CObNTY, i10R+DA. � AARCE! 2 7NE $OUTN SS (FCi Of THAT PARi Of TIIE SOU7HCAS7 1/I OF 7fE HOR7HWESi i/4 Pl SELiION I7. 70WNSNW 29 SOUIH, RFNCE 15 EA57, LOCAlEO hCGORpkp TO 7HE PLAT OF PROPERTY O� �. tr W. CiADA MC. RECWMCD IN PIAT d00K Y5, PA6ES 53 .WU 34, OF ii� PUBLIC ACC6R�5 Of P4FLlA3 COUNTY, ROMDA. .W➢ I LORF PARiIC1AMLT CESCRIBED AS iM10WS BECINlYNO AT 1NE NORINERLY BOUNUAFY OF GUlf TO BAY 8011LCVAAD AT A POINT WNIGH IS 50,02 fEET WfST, ALN�G 5�0 BOIMDFRr �N01! iTS WifRSECTWN WPH TNL EASTEA4Y BOtlMANY Of SAI� SOIIi11EA5T 1/� OF TXC 110RiMWCST 1/{ AIA ¢UMMVG TH[N�F NORTH O' S9' 47' WEST, PFRALLFl f0 ShA EASTERLY e0uN0AAY. 130 FEET TO A PpNT FOR A POW� Of OEpNN'IC: T��NCC CON7NpoNi HORTN 0• J7 47' WFST, 01l SAiO PARALLEL LAVf, A DSTAIKE OF t70 f£Ei TO A POWI; THFNCE NORiH 8G' J3' 37" WE57, A G�51µ�CC Of 1/5.66 :CEI 70 A pOWT; TNENCE SOUTN 0' JB' IY EAST, A DSTANCE OF 1]0 FEEI TO .1 POWI; THENLE SOUTM 89' 77' b3' EAST, A 057ANCE 0: H4.6d FER 70 Tlff POp+i 0% 6CGNnm3G. I PARCEL 1 T WEST 1 4 OF SECTION 1S. TOWNSMF 18 SWifL RM1NGE 13 EASi LOCA7E0 ACCORONG l0 1HL PLAT OF PPOAERTY -� � IMY !E W • E 1 � sw se � S INORTft BABIB: AS9U11E0 I sc,u_e: r . ao• T/UT PAA7 Of 7HE SOIITHCAST t/� Of THE NOR N / GERTlFfED TO; YARAB HpLpnrGS, LtC O( A. & N, ELA➢S, WC„ NECOR�LO !t PLAi BOOK R5, PAGES SJ AfA 5�, aF THE PU&1C PELONDS O� PNIELUS GOLLYTY, FLOIiAA. FNO 3!(ME PARTIf�IIARLY SYNOYUS B�NK OFSCRlBCO A$ (011OWS: ��1MWG A1 THE IY1RSIiERLY 60UlAARY Of GULf ]O 8AY BOULEVARD AT A POI3T W/BGN IS SQOi fEET WESi. AtONG SAro lWNOARY ,1p}WSON. POPE� BOkCR, NUPPEL k BURNS, LLP TOS 1DSEASTERSlYT�80V1iDARYnf50 (FCTpTO A POWT FOR iMC P011l�0% eEC �NICFTHLIlCE�CONTINUMC NORTH Ou19' �]'�Y/CST. ON SAp ARµLCI LWE, AAFA�LEL f'1R5i Atl[Rt�AU Ti7LE INSURANCE LO�ANT OISIAHCE 0� 13D fEET TO A POlM7; FHEI�( NpATN a9' R1' SJ' WEST, A OIS7ANCC OI' MI.d6 rLET 70 A POIt7T�� 1NENCL SOUiiI 0' 39' 47' CAST. A p�SiA�KC OF Uo fEET TO A YDPJf: iHENCF SOUTN B9' 11' S3' EASi. A OSS7ANCE Of Hf.66 fEiT 70 T�I( ppv![ OF BCLWMNO. 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REVISED AUGUST 2014 PROJECT # 14-023 � Robert Pergoli i, AICP/PTP AICP #9023/PTP #133 I. INTRODUCTION The applicant is seeking approval to redevelop a portion of his property by constructing a new surgery center building located at #405-407 Aurora Avenue immediately adjacent to the Comprehensive Spine Institute located at #1988 Gulf to Bay Boulevard. The property is located on the north side of Gulf to Bay Boulevard between Aurora Avenue and Hercules Avenue. (See Figure 1) The redevelopment of the property is the subject of a Flexible Development Application. This application requires an assessment of the parking adequacy for the existing office and new surgery center and it was determined a parking study should be completed. THIS REPORT WAS REVISED BASED ON DRC REQUESTS FOR ADDITIONAL 1NFORMATION. As part of the redevelopment an existing unused office building will be demolished and a surgery center building will be constructed. The existing parking lots which contain 58 spaces will be modified to include a total of 52 parking spaces (48 for the medical office/clinic + 4 for the duplex). The existing building at #1988 Gulf-to-Bay Boulevard contains 17,590 square feet of office space per Pinellas County Property Appraisers data and the new building at #407 Aurora Avenue will contain 7,376 square feet of floor space. The Comprehensive Spine Institute will perform its day surgeries in this proposed new building. II. METHODOLOGY Prior to conducting this analysis a methodology was established with the City of Clearwater staff. It was agreed GCC would conduct a parking accumulation study of at the existing office building on a normal weekday between 8 AM and 5 PM. The existing office hours axe 8:30 AM — 4:30 PM Monday-Friday. The study area included only the existing parking lot since public parking lots are not in close proximity to the site, and on-street parking (although permitted) would be negligible. Per the Community Development Code there is a minimum parking requirement of 5 spaces per 1,000 square feet of inedical office/clinic space. According to strict interpretation of the code, the existing office building and proposed surgery center building would require a total of 124 parking spaces. The code provides for reducing the required number of parking spaces to recognize special situations. The Community Development Code allows a reduction in parking if the property will require fewer parking spaces due to unique operations or non-parking demand-generating functions. The existing building contains highly specialized and large equipment that requires large spaces. The applicant believes the unique nature of spinal surgeries and the time-consuming methods currently limit and will continue to limit the number of patients that can be seen in one day. There will be a maximum of two (2) surgeons, performing surgeries on separate days. Typically spine surgery takes 2 hours with a 1-3 hour recovery time. The maximum practical number of daily surgeries will be six (6) surgeries per day, 1 and are currently limited to Mondays and Wednesdays, although it may be expanded to additional weekdays. Patients will be arriving no earlier than 6AM, no surgeries will be scheduled to begin after 2PM and there will not be any overnight patients. The proposed use being highly specialized will allow full control of scheduling, surgery duration, and staffing (up to 9 staff inembers) such that parking needs will be reduced. III. EXISTING PARKING CONDITIONS Existing conditions were established by conducting parking lot counts between the hours of 8:00 AM and 5:00 PM on Wednesday June 11, 2014. The parking lot was checked every hour for the number of spaces that were occupied. The number of occupied spaces was noted and an accumulated total was obtained. Wednesday June 11, 2014 On Wednesday (normal weekday) parking demand varied slightly throughout the study period from a low of 3 occupied spaces (5%) at 8 AM to a peak demand of 15 occupied spaces (26%) at 12 noon. Table 1 provides an hourly tabulation and Figure 2 provides a graph of hourly parking space occupancy. Based on the data collected the site has an actual peak parking demand of 0.86 spaces per 1,000 square feet of gross floor area. This ratio (15 spaces / 17,590 sfl may be extrapolated to the surgery center. As such, the parking demand for the proposed surgery center at #407 Aurora Avenue would be based on this ratio. IV. FUTURE CONDITIONS WITH REDEVELOPMENT The proposed modifications would result in 52 on-site parking spaces (48 for the medical clinic + 4 for the duplex). The site would require 128 parking spaces according to strict interpretation of the code (124 for medical clinics + 4 for the duplex). Using the data obtained from the existing Comprehensive Spine Institute and extrapolation to include the new surgery center the m�imum demand for the proposed redevelopment would be 21 medical office/clinic spaces, and 27 additional spaces would be available for overflow if needed. Therefore, the modification of the parking lot to contain 48 spaces for the medical office/clinic will still provide adequate parking for the proposed expanded operation at this site. V. CONCLUSION This analysis was conducted in accordance with a specific methodology established with City of Clearwater staff. This analysis demonstrates a maximum of 15 parking spaces were occupied during any hour of the study period at the Comprehensive Spine Institute site, which equates to 21 total spaces for the proposed development. As such, the parking demands for the expanded � TIME 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12 NOON 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM TABLE 1 WEDNESDAY JUNE 11, 2014 CSI EXISTING PARKING LOT OCC. TOTAL % OCCUPIED 3 58 5% 8 58 14% 12 58 21% 12 58 21 % 15 58 26% 7 58 12% 9 58 16% 7 58 12% 7 58 12% 6 58 10% 60 55 50 45 40 y v 35 a a � p 30 w a v 25 t� O 20 15 10 5 O FIGURE 2- WEDNESDAY JUNE 11, 2014 _ _ , :� r, . .._ ,....,. ..j r_ , . . . d �. � . _. � ..� t." .�` .3+% .�F. . , � �. . . . _ 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12 NOON 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM TIME OF DAY Comprehensive Spine Institute to contain a total of 24,966 SF of inedical office/clinic are easily satisfied. With the redevelopment of site providing 48 parking spaces, the parking demands can be accommodated. The flexibility may be granted by the Community Development Board. Robert Pergolizzi From: Bennett.Elbo@myClearwater.com Sent• Monday, June 09, 2014 9:17 AM To• Robert Pergolizzi ��; irenem100@aol.com; bblau@masonblau.com; Kevin.Nurnberger@MyClearwater.com; Dave.Larremore@myClearwater.com Subject• RE: Comprehensive Spine Institute Looks good Robert, please proceed. Ben Bennett Elbo Traffic Engineering City of Clearwater, FL (727)562-4775 Phone (727)562-4755 Fax Bennett.Elbo mvclearwater.com From: Robert Pergolizzi [mailto�erqoCc�gulfcoastconsultinginc com] Sent: Wednesday, ]une 04, 2014 3:42 PM To: Elbo, Bennett Cc: irenem100Ca>aol.com; Bob Blau Subject: Comprehensive Spine Institute Ben — We had a BPRC meeting last week for a redevelopment on #407 Aurora for a new surgery center exclusively for spine surgeries by Dr, Ragab (owner). His current office building is at 1988 Gulf-to-Bay. I had called and left a message but I need to get moving on this. The code parking requirement is 5 spaces/1000 SF for medical clinic/office, which is way too high for this site. The surgeries will be limited to maximum of 4-per day which will keep the parking usage (and traffic) down. We plan on doing HOURLY parking observations on a normal weekday between the hours of 8AM — 5PM to calculate the existing parking usage for the existing 15,300 SF building. We will then extrapolate that OBSERVED parking ratio and apply it to the proposed 7,376 SF surgery center to calculate a composite total parking requirement for the entire property (multiple buildings). A written report will be prepared and submitted with the FLD application. At our BPRC meeting we were told to coordinate with you, which I have just done. Please contact me if you have any questions, we plan on doing this next week. Robert Pergolizzi, AICP PTP Gulf Coast Consulting, Inc. 13825 ICOT Boulevard, Suite 605 Clearwater, FL 33760 Phone: 727-524-1818 Fax: 727-524-6090