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FLS2013-02005 669 BAY ESPLANADE 31822 US 19 North �� , �rbor,Fforida 34684 FLS2013-02005 ��e:c�s��Ts9.soao �� ..: �-soo•zsz.�96o DeNunzio Residential Fax:(727)7s7-4394 ��I�� ,andon, Moree � Associal Zoning: Tourist Atlas#:258A IYW.I.MAENGR.COM Civit�E�viconm�ettal Engin�n-Plann�n-, N�LMA�NQR. OM February�1, 2013 Gity of Clearvvater Planni�g & Development Dept. 100 South Myrtle Avenue, 2nd flaor Clearwater. FL 33756 Att�:Mar1c Pamr Re: DeNunzio Residential —669 Bay Esplanade Dear Mr. Parry: Please find enclosed 11 {1 ariginal 8� 10 copies} of the following items per City of Clearwater requirements: • Fiexible Standard Develapm�nt Application S�associated documents • Compr�hensive Landscaping Application • Civil Engineering Construction Plans • Architectural P(ans & Elevations • �andscape & Irrigation Pians (w/8.5x11 plans) • Orainag� Calculations & Soil Boring Tests • Property Survey Please find attac�ed a check made payable to the City of Clearwate�in th� amount of�675 to cove� the fees associated with the FSD Applicaaon and Fire Review. Fire Flow CalcsM/ater Study have been applied for and will follow under separate cover. Please contact me if you have any questions or require further inform�tion. Sincerely, LANDON, MOREE �ASSOCIATES, INC. --��- �. Randy ustin Project Manager F:1Pro�sUsV651-02 Oenunr.io CondolCity of Clearvvater12013-02-01 Submittal Lstter.dx . , o Planning&Development Department } Clearwater Flexible Standard Develo ment Application � P � 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. 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: $200 APPLICATION FEE: $475 PROPERN OWNER(PER DEED): The DeNunzio Group, LLC MAILING ADDRE55: 305 Cambridge Street, Suite 3, Cambridge, MA 02141 PHONE NUMBER: (617)945-2555 EMAIL: DJD TheDeNunzioGroup.com _ AGENT OR REPRESENTATIVE: Landon, Moree&Associates, Inc. MAILING ADDRESS: 31622 US 19 North, Palm Harbor, FL 34684 PHONE NUMBER: (727)789-5010 EMAIL: AUSTIN(c�LMAENGR COM ADDRESS OF SUBJECT PROPERTY: 669 Bay Esplanade, Clearwater, FL 33767 PARCE�NUMBER(5): 15/28/15/00000/140/0500& 15/28/15/23166/001/0000 LEGAL DESCRIPTION: See attached Exhibit A PROPOSED USE(S): Resort Attached Dwelling DESCRIPTION OF REQUEST: See attached Exhibit B Speci�cally identijy the request (include all requested code flexibility,• e.g., reduction in required number of parking spaces, height, setbacks, lot size,lot width,specific use,etc.): Planning 8 Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865 Page 1 of 8 Revised 01H2 ° learwater planning&Development Department � la Flexible Standard 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: Tourist District, Old Florida (Beach by Design) FUTURE LAND USE PLAN DESIGNATION: RFH, Resort Facilities High EXISTING USE(currently existing on site): Vacant land PROPOSED USE(new use,if any;plus existing,if to remain): ResOrt AttBChed Dwelling SITE AREA: 6,475 sq.ft. 0.15 acres GROSS FLOOR AREA(total square footage of all buildings): Existing: 0 sq.ft. Proposed: 11,500 sq.ft. Maximum Allowable: N/A sq.ft. GROSS FLOOR AREA(total square footage devoted to each use,if there will be multiple uses): First use: 11,500 sq.ft. Second use: N/A sq.ft. Third use: N/A sq.ft. FLOOR AREA RATIO(total square footage of all buildings divided by the total square footage of entire site): Existing: 0.0 Proposed: �•78 Maximum Allowable: N/A BUILDING COVERAGE/FOOTPRINT(15Y floor square footage of all buildings): Existing: � sq.ft. (0.0 %of site) Proposed: 609 sq.ft. (9.4 �of site) Maximum Permitted: 3,296 sq.ft. (50.9 9�of site) GREEN SPACE WITHIN VEHICULAR USE AREA(green space within the parking lot and interior of site;not perimeter buffer): Existing: 0 sq.ft. (�•� %of site) Proposed: 0 sq.ft. (0.0 %of site) VEHICULAR USE AREA(parking spaces,drive aisles,loading area): Existing: 0 sq.ft. (0.0 %of site) Proposed: 3,186 sq.ft. (49.2 %of site) Planning 8 Development Department,100 S.Myrtle Avenue,Clearvvater,FL 33756,Tel:727•562-4567;Fax:72T-562-4865 Page 2 of 8 Revised 01N2 . � IMPERVIOUS SURFACE RATIO(total square footage of impervious areas divided by the total square footage of entire site): Existing: 0.0 Proposed: 0.73 Maximum Permitted: 0.95 DENSITY(units,rooms or beds per acre): BUILDING HEIGHT: Existing: 0 Existing: � Proposed: 3 units, 20/ac Proposed: 65' above BFE Maximum Permitted: 5 units, 30/ac Maximum Permitted: 35' OFF-STREET PARKING: Existing: � Note:A parking demand study must be provided In conjunction with any request Proposed: 6 to reduce the amount of required off-street parking spaces. Please see the Minimum Required: 5 adopted Parking Demand Study Guidelines for further information. WHAT IS THE ESTIMATED TOTAL VALUE OF THE PROJECT UPON COMPLETION? $1,500,000.00 ZONING DISTRICTS fOR ALL ADJACENT PROPERTY: North: Tourist South: Tourist East: Tourist West: Tourist 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 .to me and/or by accurate to the best of my knowiedge and authorize City representatives to visit and photograph the ,who is personally known has property described in this application. produced as identification. Signature of property owner or representative Notary public, My commission expires: Pianning&Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562�567;Fax:727-562-4865 Page 3 of 8 Revised 01172 . � o Planning&Development Department � C earwater Flexible Standard Development Application � Site Plan Submittal Package Check list IN ADDITION TO THE COMPLETED FLEXIBLE STANDARD DEVELOPMENT (FLS) APPLICATION, ALL FLS APPLICATIONS SHALL INCLUDE A SITE PLAN SUBMITTAL PACKAGE THAT INCLUDES THE FOILOWING 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 Standard 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 Standard Development Application General Applicability Criteria sheet shall be used to provide these responses. ❑ 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. ❑ 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. ❑ 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,certified planner 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: ❑ Index sheet of the same size shall be included with individual sheet numbers referenced thereon. ❑ North arrow,scale,location map and date prepared. ❑ Identification of the boundaries of phases,if development is proposed to be constructed in phases. ❑ Location of the Coastal 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,size and height of all 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. ❑ Location of all existing and proposed sidewalks,curbs,gutters,water lines,sanitary sewer lines,storm drains, manholes, inlets,lift stations,fire hydrants,underground conduits,seawalls and any proposed utility easements. ❑ Location of onsite and offsite stormwater management facilities, including offsite elevations, as may be required by the Engineering Department to evaluate proposed stormwater management, as well as a narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City of Clearwater Storm Drainage Design Criteria manual. ❑ Location of solid waste collection facilities, required screening and provisions for accessibility for collection. ❑ Location of off-street loading area,if required by Section 3-1406. ❑ Location,type and lamp height of all outdoor lighting fixtures. ❑ Location of all existing and proposed attached and freestanding signage. ❑ All adjacent right(s)-of-way,with indication of centerline and width, paved width,existing median cuts and intersections, street light poles,bus shelters,signage and utility company facilities. Planning 8 Development DepaRment,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865 Page 4 of 8 Revised 01M2 ❑ Dimensions of existing and proposed lot lines, streets, drives, building lines, setbacks, structural overhangs and building separations. ❑ Building or structure elevation drawings that depict the proposed building height, building materials,and concealment of all mechanical equipment located on the roof. ❑ Typical floor plans,including floor plans for each floor of any parking garage. ❑ Identification and description of watercourses, wetlands, tree masses, specimen trees, and other environmentally sensitive areas. ❑ If there is any requested deviation to the parking standards a parking demand study will need to be provided. Prior to the preparation of such study,the methodology shall be approved by the Planning and Engineering Departments.The findings of the study will be used in determining whether or not deviations to the parking standards are approved. ❑ Tree inventory, prepared by a certified arborist, of all trees four inches DBH or more that reflects the size, canopy, and condition of such trees;as well as 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 traffic impact study shall be required for any development which may degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan.Trip generation shall be based on the most recent edition of the Institute of Transportation Engineers Trip Generation Manual. ❑ An application for a certificate of concurrency/capacity or a nonconcurrency affidavit. No development approval shall be granted until a certificate of concurrency/capacity is issued or a nonconcurrency affidavit is executed. ❑ 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 shall 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,including drip line. ❑ Typical planting details for trees, palms, shrubs, and ground cover plants, including planting instructions, soil mixes, backfilling,mulching,staking and protective measures. ❑ 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, sign locations, curbs, gutters, water lines, sanitary sewer lines, storm drains, manholes, inlets, lift stations, fire hydrants, underground conduits, 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, and drainage structures and other drainage improvements. ❑ All adjacent right(s)-of-way,with indication of centerline and width, paved width,existing median cuts and intersections, street light poles,bus shelters,signage and utility company facilities. ❑ Delineation and dimensions of all required perimeter landscaped buffers including sight triangles,if any. ❑ An irrigation plan. Planning 8 Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562�865 Page 5 of 8 Revised 01N2 . , o Planning&Development Department � C earwater Flexible Standard 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. See attached Exhibit B 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. See attached Exhibit B 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. See attached Exhibit B 4. The proposed development is designed to minimize traffic congestion. See attached Exhibit B 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. See attached Exhibit B 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts,on adjacent properties. See attached Exhibit B Planning&Development Departrnent,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865 Page 6 of 8 Revised 01H2 o Planning&Development Department � C earwater Flexible Standard Develo ment A lication P PP � Flexibility Criteria PROVIDE COMPLETE RESPONSES TO THE APPLICABLE FLEXIBILITY CRITERIA FOR THE SPECIFIC USE(S)BEING REQUESTED AS SET FORTH IN THE ZONING DISTRICT(5)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). 1 See attached Exhibit B z. 3. 4. 5. 6. 7. 8. Planning 8 Development Department,100 S.Myrtle Avenue,Clearwater,Fl 33756,Tel:727•562�56T;Fax:727-562-4865 Page 7 of 8 Revised 01H2 Y M1 , Planning&Development Department �_ � earwater Flexible Standard Development Application ��:�'�'" Affidavit to Authorize Agent/Representative 1. Provide names of all property owne�s on deed-PRINT full names: The DeNunzio Group,LLC 2. That(I am/we are)the owner(sj and record title holder(s)of the following described property: 669 Bay Esplanade,Clearvwate�,FL 33767 3. That this property constitutes the property For which a request fo�(deuribe request): See attached Exhibit B 4. That the undersigned(has/have)appointed and(does/do)appoint: landon,Moree�Associates,Inc. as(his/their)agent(s►ta execute any petitions o�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 desc�ibed property; 6. That site visits to the prope�ty are necessary by City rep�esentatives in wder to process this app{ication and the owner authorizes City rep�esentatives to visit and photograph the properry described in this application; 7. Tha we},the ned authority,hereby certify that the fo�egoing is true and cor�ect. r rty ner Property Owner Property Owner Prope�ry Owner STATE OF p�t,COUNTY OF ��te�,�a.dL�.r,e,��S �da1e�,4�G �°agQ�-4� SEFORE ME THE UNOERSIGNEO,AN OFFICER DULY COMMISSION£D BY TFfE LAWS OF THE STATE OF FLeR�9A;ON THIS 3a� DAY OF �O�tti J�I ��3 ,PERSONALLY APPEAREO �us�.'� S �G�k��2t v WHO HAVING BEEN FIRST QULY SWORN DEPOSED AND SAYS THAT HEJSHE FULLY UNDERSTANDS THE CONTENTS THE AFFIDAViT THAT HE/SHE SIGNEO. ��N�1��u�lU��i �� F LOO ��ii `.��5 asaNe.w;�/L�'. `�:�►,��.20�e+�,.+, �� t ry Pudic Signature =Q':;�4 �' Notary SeaUStamp Y �'�* = My masion Expires. � Ti0 ?�U � Ji .�`;��N-�`~,`'C' � �i��''•• ..�`0�`��``\� ��.. Plannlny�Oevelopm� �� 1,��0 S.Myrtle Avanu�,CI•arwater,FL 33Ti6,Tal:7Y7•562-4567;Fax:M7-S62-4063 Paye 8 of i Revtud 01HY EXHIBIT A LEGAL DESCRIPTION PARCEL 1: iHAT PART OF UNPLATTED BLOq( 77, UNIT N0. 5, NANDALAY REPLAT, ACCORDING TO 1HE IAAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 20, PAGE 48, WHICH WAS fORMERLY KNOWN AS LOT 8, BLOCK 77, MANDALAY"THE ISLE OF A THOUSAND PALMS', CLEARWATER BEACH UNIT N0. 5, ACCORDING TO THE �IAP OR PLAT 1HEREOF, AS RECORDED IN PLAT BOOK 20, PAGE 27, ALL OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. AND PARCEL 2: iHAT PART OF T11F DEED �17451, LYING EAST OF BLOCK 77, I�ANDALAY UNIT N0. 5, AS RECORDED IN PLAT BOOK 20, PAGE 48, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FI.ORIDA, BEING �IORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT iHE SOUTHEAST CORNER OF LOT 8, BLOq( 77, OF SAID MANDALAY UNIT N0. 5; iHENCE RUN N06'S8'23�W, ALONG THE EAST BWNDARY OF SAID LOT 8, FOR A DISTANCE OF 60.00 FEET TO iHE NORTHEAST CORNER OF SAID LOT B; THENCE RUN 58935�02"E, ALONG 1HE EASiERLY EXTENSION OF THE NURiHERLY BOUNDARY LINE Of SAID LOT 8, A DISTANCE OF 300.03 FEET; iHENCE RUN SO6'S8'23'E, ALONG A 11NE PARALLEL TO THE EASTERLY BOUNDARY OF SAID LOT 8, FOR A DISTANCE OF 60.00 FEET TO A POINT ON iHE EASiERLY EXTENSION OF THE SOUTHFRLY BOUNDARY LINE OF SAID LOT 8; THFNCE RUN N893502'W, ALONG SAID EASTERLY EXiENSION OF THE SOUTHERLY BOUNDARY LINE OF LOT 8, FOR A DISTANCE OF 300.03 FEET TO iHE POINT OF BEGINNING. Exhibit "B" Flexible Standard Development Approval Resort Attached Dwelling 669 Bay Esplanade The DeNunzio Group, LLC The Applicant proposes a three-unit resort attached dwelling development that will provide resort units for vacation or second-home use ("Project"). The Project is located in the Old Florida character district, as defined by Beach by Design. The Old Florida District encourages a mix of residential, recreational, and tourist uses. This request is being submitted concurrent with a request for approval of a hotel to be located across the street from the proposed Project. This will result in the redevelopment of finro infill sites located in the Old Florida District. Beach by Design encourages a transition from the commercial areas south of the District to the residential areas of North Clearwater Beach. The proposed Project fits with this transition by providing a dwelling use that can be either transient or permanent in this area. It is anticipated that the Project will be used for long and short term vacation stays. Specially, the applicant requests approval of a resort attached dwelling project which is consistent with section 2-802(Q) of the Code and the Old Florida Character District design guidelines as follows: 1. Three (3) resort attached dwelling units; 2. 6 parking spaces when at least 5 are required by Code; 3. Height of 65 feet from Base Flood Elevation where 65 ft. is permitted by Beach by Design; 4. Setbacks a. 10 ft. side (north) setback when 10 ft. is required by Code b. 10 ft. front (east) setback when 10-15 is required by Code c. 5 ft. side (south) setback when 5-10 ft. is required by Code d. 10 ft. rear (west) setback when 10-20 ft. is required by Code 5. Lot area of.15 acres m.o.l. The Project is located more than 60 feet south from the southerly right of way of Somerset Street. The Project's design meets the height, setback and stepback requirements of the Old Florida District. The Florida vernacular architecture and compatibility with the neighborhood, including the proposed Hotel to be located across the street, provides for a desirable infill project in this area. 1 General Appiicability Criteria 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 very goal of the design of this development is to address the Character of this area. This area is in a state of flux with redevelopment pressures coming to bear on the area. The Project exemplifies the City's planning and zoning goals, and demonstrates the design and planning intents of Beach by Design due to its limited size, scope, and design. The height is consistent with the thresholds set forth in Beach by Design and the design incorporates stepbacks and setbacks that result in a project consistent with the City's goals and policies of the Old Florida Character District. 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 development of this property is in keeping with the City of Clearwater's goals for the Tourist District and the Old Florida District, as well as each district's planning criteria. This proposal will set a positive design and development standard and encourage similar (re)development in the area. The project is an infill project and will be an improvement to the existing area due to the new construction, compliance with the Code and Beach by Design, and activity it will generate. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. By respecting the design criteria applicable within the District, this development makes every effort to protect the general Health, Safety, and Welfare of, first the neighborhood, and second of all persons utilizing the development and any and all employees of the development. The proposed development is an infill project which will help the values of the neighboring properties and result in a more active area of the Beach. 4. The proposed development is designed to minimize traffic congestion. The entry and egress points from this development have been designed and placed so as to minimize impacts and to maximize the efficiency of the vehicular flow to and from the development. Sufficient, on-site parking on the first floor also reduces traffic congestion as visitors or tenants will not have to park on the street. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The Old Florida District is a combination of residential and commercial developments. The proposed Resort Attached Dwelling fits with this development mix as it provides a residential-atmosphere for visitors or vacation homes. The surrounding parcels are attached dwellings. Being in the Tourist and Old Florida Districts, this development strengthens the character and uses of the facilities within the area. 2 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. Because this project is in character with the area, the use proposed is compatible with adjacent properties and this project addresses the desired planning goals for the area, we have planned and, in our opinion, designed facilities that state of the art and will protect and preserve the visual, olfactory, and auditory environment of the area. The project is designed to comply with all applicable building codes. A Comprehensive Landscape Program application has been simultaneously submitted with this application and provides a plan that will not only shield and buffer the property, but also beautify the neighborhood. Flexibility Criteria 1. Height a. The increased height results in an improved site plan or improved design and appearance; b. The proposed height allows for off-street parking on the ground floor of the residential building. This proposed development is requesting a height limit of 65' (measured above Base Flood Elevation). This height is within the limits of the "Tourist District" and the "Old Florida District" as specified by Ord. 7546-06 which permits attached dwellings to have a height of 65 feet and resort attached dwellings to have a height of 35 ft. to 100 ft. The proposed height allows for a smaller building footprint and to provide necessary off- street parking on the ground floor of the residential building. Because this development is in a FEMA flood zone, the Project development proposes an enclosed, six-space, parking garage on the ground level. To accommodate the parking level, the first elevated level of the building is required to be raised five feet above the Base Flood Elevation. 2. Off-street parking: Off-street parking within the footprint of the residential building is designed and constructed to create a street level fa�ade comparable to the architectural character and finishes of a residential building without parking on the ground level. The required off-street parking is housed entirely within the footprint of the building and the base is designed to hide the vehicles and to appear as a continuation of the building above; not a stilt building. 3. Front setback: a. The reduction in front setback contributes to a more active and dynamic street life. To also accommodate the parking garage beneath the building a five foot 3 _ _ _ _ reduction to the front setback is requested. This deviation to the 15 foot setback is within the acceptable limits of the "Tourist District" and the "Old Florida District". b. The reduction in front setback results in an improved site plan or improved design and appearance. This development is proposing a Comprehensive Landscape Program for the site. Additionally, enclosing the parking garage provides a more aesthetically appealing and desirable design, thus potentially discouraging the typical "House on Stilts" streetscape and providing a more pedestrian-feel to the development. 4. Rear Setbacks. a. The reduction in rear setback does not prevent access to the rear of any building by emergency vehicles; b. The reduction in rear setback results in an improved site plan, more efficient parking or improved design and appearance. c. The reduction in rear setback does not reduce the amount of landscaped area otherwise required. There is no reduction in the rear setback below what is permitted by Code. Emergency vehicles have full access to the building. The Applicant is requesting a five foot reduction to the south side-yard setback to accommodate the parking garage. Fire department access is being provided on both sides of the building. The side setback relief allows for an enhanced streetscape near the entry of the project and for a pedestrian-friendly design with landscaping. The parking garage was designed to minimize the side-yard setback relief while still having an enclosed parking area. See response 5(v) for additional justification regarding the reduction of side setback, consistent with Beach by Design standards. 5. The design of all buildings complies with the Tourist District design guidelines in Division 5 of Article 3. The project is a catalyst for new development in this area of Clearwater Beach. It is located in the Old Florida Character District. The design of the Project is consistent with the Beach by Design: Design Objectives in the following ways: i. Bulk: The bulk of the building is broken down by stepping and color changes in the fa�ade. These measures allow for the required sidewalks and landscaping along the perimeter of the site. ii. Density: The development proposes just three residential units. The three units, as proposed, are necessary to supporting the cost of the redevelopment while still allowing for the onsite parking and the overall building to fit within the parameters of the Code. 4 iii. Height: The requested 65' height is within the "T" District and Beach by Design standards for the Old Florida Character District for properties over 60 ft. south of the southerly right of way of Somerset Street. iv. Design, Scale, and Mass: The proposed building footprint is under 5,000 square feet and no dimension is longer than 100 feet. The design articulates the planar facades with slight plane, material and color changes. To break the apparent mass of the building the design includes vertical stepbacks which create a discernible base, middle, and top to the building. There are also varying the window types and openings. The length of the building is interrupted by the building stepbacks, color, height variations, and material changes including varied fenestration styles, sizes, and designs. i. Setbacks and Stepbacks: The request for relief of the side setback is primarily related to the parking garage. As stated above, the building's design has required stepbacks. The shape of the building is, essentially, a skewed parallelogram; that is the front and rear property lines are not square to the side property lines. Overall, the building aligns with the property lines at the ground floor and the first finro elevated levels. The building steps back in two steps; the first at 28' height and the second at 54' above base flood. Based on setbacks and height, the required first stepback is 7.6 feet (54'-35'=19', 19'/2.5'=7.6') and an 8.5 ft. stepback is proposed; the required second stepback, at the 54' height is 4.5 feet. (65'-54'= 11', 11'/2.5'=4.4') which is proposed. According to Beach by Design, Old Florida Character District, relief of up to five feet on a side setback is permitted if: (a) the decreased setback results in an improved site plan, landscaping areas in excess of the minimum required and/or improved design and appearance; We are requesting a 5 foot deviation to the south side-yard setback to accommodate the garage parking. We are compensating for this request with a Comp Landscape Program, Fully shielded vehicular parking, and an enhanced building design and side stepbacks. (b) To ensure that unimpaired access to mechanical features of a building is maintained there is a minimum of five feet unobstructed access; This development proposes to maintain the required minimum 5 foot access on all sides of the building. (c) And the decrease is at a rate of one foot in required setback per two feet in additional required stepback. The above setback / stepback trade-off is not applicable, because we are not proposing to increase setbacks. 5 The Project complies with the Stepback guidelines because the required first stepback is 7.6 feet (54'-35'=19', 19'/2.5'=7.6') and an 8.5 ft. stepback is proposed; the required second stepback, at the 54' height is 4.4 feet. (65'-54'= 11', 11'/2.5'=4.4') and 4.5 feet is proposed. ii. Street-level Facades: The street side faCade of the building is narrow but accommodates an 18 foot wide garage opening with a roll-up grill type door, a front door with a projecting canopy, and approximately 20' width of wall. The farade, at the ground level, also steps back in to break up the, otherwise, flat unarticulated wall plane, meeting the Beach by Design criterion. iii. Signage: Other than required street numbers and a small building name or rental number display, no signage is proposed. The applicant will separately submit its signage request. iv. Sidewalks: The proposed development installs the required sidewalk 24" from the curb line with low greenscape then to the property line. The applicant has included a comprehensive Landscape Plan for the remainder of the front yard. v. Street Furniture and Bicycle Racks: There is no proposed street furniture or bicycle storage as this is a primarily residential development. vi. Street Lighting: Street lighting is provided by public utilities. vii. Fountains: The site is very small, as is the proposed development, and a fountain would likely be out of place and could not be incorporated into the design. viii. Materials and Colors: The materials and colors proposed reflect the Florida Coastal Vernacular while the design is reminiscent of the Art Deco style. The project includes a somewhat light monochrome fa�ade with an accent colored entry cover, railings, and window spandrel panels. ix. Landscaping. The Project maintains a ten-foot landscape buffer as required by the Old Florida Character District. x. Parking. The Project includes off-street parking in excess of the Code requirements. 6. Accessory uses: a. Accessory uses, including but not limited to restaurants, snack bars, and sundries shops, must be incidental and subordinate to the primary use, and the maximum floor area for interior accessory uses shall not exceed, in the aggregate, 15 percent of the building footprint; There are no proposed accessory uses proposed for the building. b. No signage shall be visible from outside of the development. As there are no proposed accessory uses, there is no signage proposed for such use. #1281875v2 6 LL Planning&Devetopment Department ° C earwater . . � Comprehensive Landscaping Application IT IS IIVCUMBEN7 UPON THH APPUCANT TO SUBMIT COMPLETE AND�RRECT INFORMATIOIV. ANY MISLEADING,DECEPTNE, INCOMPIETE OR 1NCORRECT INFORMATION MAY INVAUDATE YOUR APPLICATION. ALL APPUGTIONS ARE TO�E FILLED OUT COMPLETEIY AND CORRECTLY,M1D SUBMITTED NV PERSON(NO FAX OR DEUVERIES} TO TNE PLANNING&QEVELOPMENT DEPARTMENT 9Y NOON ON THt SCHEDULED DEADIINE DATE. A TOTAL OF li COMPLETE SETS�PLANS ANO APPLIG1tON MATERIALS(i ORIGINAI AND 10 COrIES)AS REqUlRtO WITHIN ARE TO SE SUBMITTED FOR REVIEW dY THE DEVELOPMENT REVIEW COMMITTEE. SUBSEQUENT SUQMITTAI fOR THE COMMUNITY DEVELOPMENT BOARQ, IF NECESSARY, WILL REQUIRE iS COMrLETE SETS OF PlANS M!D APPlIGTION MATERIALS(1 OR(GINAL AND 14 CQPIESE. KANS ANQ APPUCATIONS ARE REQUIRED TO SE COLLAT�,STAPLED AND FOIDEd INTO SETS. 7HH A�PLICANT, BY FIUNG TtMS IIPPUCATION, A('aREES 70 COM�LY WITH All APPUCABLE REQUIRBIAENTS OF THE COMMUNITY DEVELOPMENT CODE. PROPHRTY OWNHR(PER DEEDE: �Jk/Nu�to Gnpup,jlC MAILING ADDRESS: .�d5 Cam6�e SG,Sulle 3,Cambrldge,MA 021l1 PHONE NUMBER: 617-9�l5-2555 EMAIL• DJIJ�TixD�eNutts,foGtoop.com A6ENT OR RBPRESENTATNE: Larrdo�i,Monee&Assoclate.�Inc MAILING ADORESS: 316Z2 US Hwg:19 Norr�,Pa1m Ka�i,or,FL 34684 PHONE NUM6ER: 7Z7-789�5010 EMAII: AusdinlJa�net►gt.cnat ADORESS OFSU8IECTPROPERTY: 669Ba�6�atiade, Clean►ater,Flodd: DESCRIPTION OF REQUEST: Prnvide Bexifbflltyla t/le rrqulned p/�rcemenl arr�d�treMltles oflartdsc�pe materlals and s�a�� a� � ,� roqulrrd p�rn�tagrs ofpalras,cam�py trru and aorerH trres R�ice dx rr�ulrrd (!nrlude aN rcquesred code Jfe�dbtltty; 9�a4��P!'�� e.Q.,redtrctton!n rcqutred number of parfdnyt spxes, hNph� sttbackr� (ot s�re,lot wMth,sPeN/iC us�etc.J: STATE OF FLORIDA,COUNTY OF PINEILAS �i �, I, the undersi=ned, acknowled�e that all Swot to and subsc�ibed beft�re me this day of representatlo�s made in chis applicatian are true and sccurate to the best of my knowled�e and autho�ize ��'�� .�•to me and/or by City representatives M visit and photo�raph the �►�1'�'''b c.f ' ho is�c�nal(v known has property described in this applicadon. produceA as iderttifiqtion. Signature of property owner or representative Notary public, lE4Ap0 E.it011tE. My tommission expi�es� C� � Pis�ning�D�wlopmMt D�partn�nf.100 S.Nyrd�Av�nw,Claarwabr.FL 33T T � Pa�1 of 7 � , o Planning&Development Department � C ear�at�r Com rehensive Landscaping Application p ° Flexibility Criteria PROVIOE COMPLETE RESPONSES TO EACH OF THH FIV6(�FLD(IBILITY CRITERIA EXPLAINiNG MOW,IN DETAIL,THE CRITERION IS BEING COMPUEO WITH PER TFi15 COMPREHENSIVE lANDSCAPING PROPOSAL. 1. Architectural Th�ne: a. Tfie landscaping in a Comprehensive landscspin`progra�shall be designed�s a part of the architectural theme of the prtncipal buildings proposed or developed on the parcel proposed for the development. T7�e lanatscape program wi/1 provide a troplca!Floride lendscape theme. utiJi�i►g paGas,accent h+e�s6rttbs andground�c�ovr.rs that an tn context wlth the buJlding's Art Dcco ar�chltecture Tfrls lmp�ca!Florlda larrdscape theme wil/aLso follow the aesthetic goals for the Old Florfda UlsMct,as d�Cnibed withirr!he Beacli bJ'�8n n9uir�ement� OR b. The des�n,character,location a�d/or materials of the landscape treatment proposed in the Comprehensive la�dscaping program shall be demonstrabiy mo�Q attnctive than landscaping otherwise permitted on the pa�cel proposed for developme�t under the rni�imum landsca�standuds, 2 Lightrny.My IightinQ proposed u a part of a Comprehensive Landscaping p�o�ram is automatically coMrolled so that the lightir�is tumed off when the busi�ess is closed. Tlte buiMin�signa�ge and landscape accent ligllting will be designed to/imit ligiiting oH`'site ar�d roduc�e glan to an,y adjaQent neighh�orx Subtk ligh�titg will be pnarlded for building slgna�e as a way Bnding/Iocation cue for r�eside►its and/orguest during the nJght ttme hoars. 3. Community Chamcter. fie landscape treatmeM proposed in the Comprehensive Landscape Prognm wil) enhance the communityr charact�of the Gty of qeanvater. The profect c�U prnvlde/ands�cape tr�eafinenb along the roadway frontage which will ad to soRen the overall rlsaat aesthete'c ofthe immedfate nelg6borhood ana, whtch curnntly has asphalt pai�ring as the ov+era!!visual tmprrssroa from rhe roadw�ay. 4. Property Vakres.The landscape treatm�nt proposed iA the Comprehensive la�dsapin�pro��am will have a benefici�l impact on the value of the property in the immediate viciAity of the parcel p�oposed for development. 7�ie buildfrrg mitl Ilane an rrp-scale vlsua/aestheNc due to the proposed arcldte�xura/s[,yle arrd tandscap�ng. Thfs wl/1 enhance tlre orera!!vlsual lmp�slon of tfie Immediate ar+ea and therefore the percelved vatue of the surrounding rrelghbarhood. 5. SRecial Arta or Sa�ic Conidor Plon. The landstape treatment propossd in the Comprehensive Landscape Pro`ram is consistent with any special srs�a�scenic corridor pl�n whicfi the City of Cleanaater has prtpared and adopted for the area in which the pa�cc(propossd for development is locued. As stated pr�eriously,tfre troplcal Florlda landscape theme wlll follow the aesthetic goals for the Old Florlda Disdrict,as desa�'bed wlthin the Beach by Ihslgn requlrements. Pa�n�a wr.iopM«+e apara+�.oe,�oo s.Myr�•�►wn�,•,ex.aEwaar,��s�,tN:T2T-Si2�si7:�ax:��-ssz•�a�s Pap�2 of! Il�vbN 01N2 DeNunzio Residential City of Clearwater, Florida January 2013 DRAINAGE CALCULATIONS Prepared for: DeNunzio Group L.L.C. 305 Cambridge Street, Suite 3 Cambridge, MA 02141 Ph. (617) 945-2555 Prepared by: ■■■■ ■■■■ ■■■■ ■■■� Landon, Moree � Associates, Inc. Civil 8�Environmental Engineers Planners-Surveyors 31622 U.S. Highway 19 North Palm Harbor, Florida 34684 (727) 789-5010 F.E.B. No. EB-0004096 LMA JOB#651-02 DeNunzio Residential Detention Pond Water Quality Volume/Stage Summary ��EV Al��A ` CItMUL: �OL�ltwt� eoni�ie�n��nREa ta_xs^ovER sASin�aR�1 ', (acre) 0.15 (ft) ;(kcres�! (ac�ft� ; 3.00 0.008 0.000 <W�0.'��f'2 QUALI'�'Y 4.00 0.008 0.008 �taLL�ME! (ac-ft) 0.009 5.00 0.008 0.016 6.00 0.008 0.023 i WA�ER QE�r4t:1'�'Y' 7.00 0.008 0.031 Et.EYATIC��I (ft) 4.20 7.00 0.008 0.031 7.00 0.008 0.031 7.00 0.008 0.031 DeNunzio Residential DRAWDOWN WORKSHEET FOR UNDERDRAIN WATER QUALITY ELEVATION = ; ZJ FT NAVD ', BOTTOM OF POND ELEVATION = 3 00 FT NAVD WATER VOL AT QUALITY ELEV = 403 CF UNDERDRAW CENTERLINE ELEV = 2 25 FT NAVD TOTAL HEAD = 1.95 FT INCREMENTAL HEAD STEP = 0 1 FT #STEPS TO BOP = 12 STEPS #STEPS TO ZERO HEAD = 19 STEPS INCREMENTAL VOL = 34 CF FLOW LENGTH THROUGH FILTER MEDIA = 2 FT HYDRAULIC CONDUCTIVITY(K) = 5 FT/HR UNIT PIPE LENGTH(L) = 1 FT ACTUAL PIPE LENGTH = 6.0 FEET ACTUAL DRAWDOWN TIME = 17.3 HOURS (Actual length"Actual time)_(Unit length*Time for unit length) Note:For detention with effluent filtration system, detention volume must be available again within 24 hours. 2: 3 ! 6 6 8 9 7 11 72 E H h V v� 1 i A Q. Q t T" Eievatlon Tofal Ina. Toml Iner. Filtration Hydreulic Ara� Flow Ava Incr. ToW Naed Head Volume Volune Lengtlt 6tadiant F�� T��^° T� (ft Nawl IM (RI Itr31 In'71 Inl In'zl (ft"�d In�smd 1hh 1�1 4200 1.950 408.0 2.00 0.975 7.5 36.56 0.0 0.100 34.0 35.63 7.0 4.100 1.850 374.0 2.00 0.925 7.5 34.69 1.0 0.100 34.0 33.75 1.0 4.000 1.750 340.0 2.00 0.875 7.5 32.81 2�0 0.100 34.0 31.88 1.1 3.900 1.650 306.0 2.00 0.825 7.5 30.94 3�0 0.100 34.0 30.00 1.1 3.800 1.550 272.0 2.00 0.775 7.5 29.06 <.Z 0.100 34.0 28.13 12 3.700 1.450 238.0 2.00 0.725 7.5 27.19 5.4 0.100 34.0 2625 1.3 3.600 1.350 204.0 2.00 0.675 7.5 25.31 6.7 0.100 34.0 24.38 1.4 3.500 1.250 170.0 2.00 0.625 7.5 23.44 8.1 0.700 34.0 22.50 1.5 3.400 1.150 136.0 2.00 0.575 7.5 21.56 9�6 0.100 34.0 20.63 1.6 J.300 1.050 102.0 2.00 0.525 7.5 19.69 112 0.100 34.0 1875 1.8 3200 0.950 68.0 2.00 0.475 7.5 17.81 13.0 0.100 34.0 16.88 2.0 3.100 0.850 34.0 2.00 0.425 7.5 15.94 15.0 0.100 34.0 15.00 2.J 3.000 0.750 0.0 2.00 0.375 7.5 14.06 17.3 0.000 0.0 14.06 0.0 3.000 0.750 0.0 2.00 0.375 7.5 14.06 173 0.000 0.0 14.06 0.0 3.000 0.750 0.0 2.00 0.375 7.5 14.06 17.3 0.000 0.0 14.06 0.0 3.000 0.750 0.0 2.00 0.375 7.5 14.06 17.3 0.000 0.0 14.06 0.0 3.000 0.750 0.0 2.00 0.375 7.5 14.06 17.3 0.000 0.0 14.06 0.0 3.000 0.750 0.0 2.00 0.375 7.5 14.06 173 0.000 0.0 11.06 0.0 3.000 0.750 0.0 2.00 0.375 7.5 14.Ofi 173 0.000 0.0 14.06 0.0 3.000 0.750 0.0 2.00 0.375 7.5 14.06 17.J 0.000 0.0 14.06 0.0 J.000 0.750 0.0 2.00 0.375 7.5 14.06 17.3 0.000 0.0 14.06 0.0 3.000 0.750 0.0 2.00 0.375 7.5 14.06 17.3 0.000 0.0 14.06 0.0 3.000 0.750 0.0 2.00 0.375 7.5 14.06 17.J 0.000 0.0 14.06 0.0 3.000 0.750 0.0 2.00 0.375 7.5 14.06 17.3 Undrdm GULF COAST TESTING LABORATORY, INC. 5745 PARK BOULEVARD PINELLAS PARK,FL 33781 CONSTRUCTION MATERIALS ENGINEERING COUNCIL CERTIFIED CERTIFIACTE ofAUTHORIZATION#00002370 PHONE:(72'n 544-4080 FAX.• (72'n 544-7532 I11�FI�TRATl�NRATE 4F SOILS IN FIEL➢ : �IS�N�D4U&�E RING INFILTROMETElt CLIENT: The DeNunzio Group LAB NO: 19476 PROJECT:650 and 669 Bay Esplanade,Clearwater,Florida DATE REPORTED: 1/15/13 DATE TESTED: 1/15/13 LOCATION OF TEST:35' E of Poinsettia Ave x 63'No f Bay Esplanade(See Site Plan)DRI# 1 DEPTH TO EXISTING WATER TABLE: 4'2"Below the Existing Ground Surface ESTIMATED SEASONAL HIGH WATER LEVEL: 2'0"Below the Existing Ground Surface REMARKS: Parcel 1,Lot 1 (Tidal variations will Influence the Water Table in this Site) WATER TEMP: 76 deg.F WATER pH: •= IlvtvER xtTVG�ADINGS SOIL PROFILE Depth CLASSIFICATION ln feet. (EXISTING SURFACE APPROX.ELEV.) 24.0 I Very Dk.Grayish Brown SAND w/Roots, ___.........;....................:......_...._....;............_...._;__...............;.............. �,6„ 23.0 :.... i.... ....�..... i..... ;.... i..... ; N Shell&Few Concrete Pieces lOYR 3/2 F Light Gray SAND w/Shell& 22.0 :.............._.._;............_...._:....................;....................;.........._.. _...... _ ......... _ ......... _ .......... Shell Fra ments Concrete Pieces ;..... ;..... ; ; ; ; 2� 5„ ;..... : I , L g � 21.0 ................:..................:.................:...................:.................................. _....._.. _... _....... T i en s _;..... ;.... , , , , :.... :..... • ; ; , , ! ; R Wh te SA 2 SY 8/1 F � t ; :..... m Upper 1' . ; ; 3�4„ 20.0 _...;....................:...................e...................;.....................;...................:.................._:...................;............... : A ;.... :....................:. _;..... w e ra ; T Light Gray SAND w/Shell 19.0 _...............:...._............_:....................;......_.........._;..........._......s............... _...... _....... _ ..._..... Fragme Gray Silt ;..... :..... i..... ' I 5,2�, ;..... ;..... • ; ; O nts&Dark 18.0 _........:...................:................__:....._............_......._..........i....................;................ _ ......... _ ........... _ .......... Very DkLB oswn F be ous Root&Dk. ; �� ' ; N ' S' 10" Gray Silt lOYR 2/2 lOYR 4/1 17.0 _.........._......_................._....................:.....�..�...�...i.................._..................;................ _. _; R Gray Silty SAND w/Shell Frag. ; ; ; ; 6,4„ 16.0 :....................:..................:...................:...................:....................:....................:..................;.............. ;..... ;..... i..... ; A &Fiberous Roots lOYR 5/1 T 15.0 _:....................:............ :...............:..................�....................;............... _ ......... _ .......... _: E 14.0 INCH .5 1 2 3 4 5 6 PER Elapsed Time (Hours) HOUR INFILTRATION RATE = 169 INCHES/HR. Hole Terminated at 76" _--_ _ _.......___................. _. .............. Ground level _...., . Respectfully Submitted, ��_,,, 1'-0" 12 Inner 1�g� 1/4" TEST Depth ��ng � -�-de _................_............_.._.............._............. R.Gunasekazan,P.E. below Existin ' . � _ . _ 6"water Fla.License No.20402 � Test Elevation - --� �. 6"ring sec �- ----- 2_4�, cc: The DeNunzio Group 4 � `' ��'� Mr.Joe Burdette 1 File 1 24"Outer ring This report is the property of the Client listed and cannot be copied or reproduced without written permission of the Client or GCTL. GULF COAST TESTING LABORATORY, INC. 5745 PARK BOULEVARD PINELLAS PARK,FL 33781 � CONSTRUCTION MATERIALS ENGINEERING COUNCIL CERTIFIED CERTIFIACTE ofAUTHORIZAT/ON#00002370 PHONE:(72'n 544-4080 FAX.• (72'n 544-7532 INF��TRATION RATE OF SOILS IN FIELD �'IS�1V��aU&��R1�NG,�NFf��'ROMETER CLIENT: The DeNunzio Group LAB NO: 19476 PROJECT:650 and 669 Bay Esplanade,Clearwater,Florida DATE REPORTED: 1/16/13 DATE TESTED: i/16/13 LOCATION OF TEST: 51' E of Bay Esplanade x 21'N of South Property Line(See Site Plan)DRI#2 DEPTH TO EXISTING WATER TABLE: 4' 1"Below the Existing Ground Surface ESTIMATED SEASONAL HIGH WATER LEVEL: 2'0"Below the Existing Ground Surface REMARKS: Parcel 1,Lot 8 (Tidal Variations will influence the Water Table in this Site) WATER TEMP: 76 deg.F AIR TEMP: 79 deg.F WATER pH: •_ �v�vER�NG�ADINGS SOIL PROFILE Depth CLASSIFICATION In feet. (EXISTINGSURFACE APPROX.ELEV.) 24.0 1 Brown sl Clayey Sand&Clay ;..._............:..._..........._.�....................:................._,................ _........ _.... 1�2» 23.0 :..... :.... ;..... :..... ;..... ;..... ; N Nodules&Shell Fragments lOYR 5/3 F _....................:.................................. i 22.0 _.._......._...................... . , , _;..... ;..... - 1' 11" L Fr gments A OnYR/7 lel ;..... _;..... ;..... : I ;.................._i....................;....................;....................:...................;................ ; ! . 21.0 • ; ; ; ° " R 2'4" Shell FragmentsD YR eIl& ...... ,..... ;..... ;..... T _�....... 20.0 :....................;....................;.................:............... _ .......... : A ;..... r wn SAND w/Shell ; • ; ; Very Pale B o 19.0 :................�._�._�._�._i._�...�...�.................._;..................;......._...... _ 3'3" &Shell Fragments lOYR 8/2 ;..... _;..... <..... T . ` I ; � Very Pale Brown SAND&Shell 18.0 :...................:...................:.......................................�................ _ .......... _ ........... _ .......... _ .......... N 4� 1�� lOYR 8/2 17.0 ;...................:..................�................._:...................�............... _ .......... 6,2» G y and&Shell&Shell gments '..... :..... ; _i..... ;..... ;..... ;..... ; R ra S fra 16.0 _:....................:.................._:...................:...................;............... � ;..... :..... ....:..... i..... _;..... :..... _; A ; T I OYR 5 1 15.0 :...................._..................!...................:...................3....................:............... _ .......... _ .......... _ ..............; E 14.0 INCH .5 1 2 3 4 5 6 PER Elapsed Time (Hours) HOUR INFILTRATIOI�I RATE = 18.8 INCHES/HR. Hole Terminated at 73" _........................................... _............... Ground level __.._.....: ' �� Respectfully Submitted, ......................................_.. TEST Depth 1'-0^ t2° inne� l�s" iia" ring � below Existm de _......._..._...................................... �� R.Gunasekaran,P.E. � � � 6 water Fla.License No.20402 � Test Elevation -----�-----.._� 6"ring set �— —2 4-- cc: The DeNunzio Group 4 Mr.Joe Burdette 1 File 1 24"Outer ring This report is the property of the Client listed and cannot be copied or reproduced without written permission of the Client or GCTL. � . R _� �—�� -� /4�� 1T� �rA_" ,�. N �c � ��y �� . . t �1'.�, 1 h .�z ,�� __ A �� II' M 4 � 'l � �j;;� -k--=- - - .� ''"` '� �` � � ' -- �. -.��• � � ,,; ; ` ��_� .� �y� �C ;;-`7 - ' � . � . ; -, 1 �_ - --�. I ,�,-' �i � i� � ,: .� ' � �; i i � j;*�'1,�i' 's _�, � ��' ; � ` -- l 1 t g�� : 1,+� _-- ^ x,,. ��:. ir �r�a'" . � 't .1�.��' . ' . � ��,- ._. '�� s..r.. i �k ._ . . �.�� .i � 4 '_�' �: s '� !�� 1�' �R.. _,�, � +� � f� . ia 2�A� �','l�,t� �� -_�. .� �q . .. _. . i� A�` - , � . . � I � �� y-11! �—_1 � � � i ,� 1�. �' � l ' F +�'��`_� � � i � ? a+'�{ � � y j: 0 e. � o . .e' ��'�.` ��i .�{ _ _- i{ r , , . _�y � � ��;�:.: S .'� 1� �• 'f 5 ':`� - s WF ` Gt, �, ; �.' '�. �a=', • � � � ; - � h� � ' DRI#2 Test a i -' , t � _ •:� �� [�! :.��? LoCation � � � DRI#1 Test 1, � �' ;� C4 ^,�, - < .{� _ � QZ:� } .M- Location ry 71,,'� :� -� : � �1" r � L i-"/ �;. _ 4� �� J �,M� �.' �'��' � � j � ' ��;! •� �� .� G. I` i I I� 't, e�i....{�ri �.;� ' s�,;� ",.� `�- -- � ,- I I �p�. - R'��''�� i° � � . � ��:�/ `,Gulf Coast Testing Laboratory, Inc. �--� � �� ` �� -•bf �� s � c�• Lab#19476 1/15/13& 1/16/13 � F 1`�' "�: ��-;�` ,�� 650 and 669 Bay Esplanade � �� ,,!y��,_ ' �'.°?•: ' s ;� �r�,�_�__°' ` ` Clearwater, PinellasCounty, FL .�:;*�,; . .. � �t: �'. -'''f'.,`�� ',. �;:_��.c+- ' - �^ �Q \'` , � ' DRI Test Locations 4 . . ..t'— .m ,_, ••��.��` CONSTRUCTION PLAN FOR: DeNunzio Residential PLANINDEX VICINITY MAP 7. COVER SMEET � SECTION 5,TOWNSHIP 29 SOUTH,RANGE 15 EAST y, EX1gTING CONDITIONS Y YgT=� `` � CITY OF CLEARWATER, FLORIDA 3. SITEPLAN � �f � 0. PAVIN6�GRADIN6�DRAINAGE i YTIUTY PLAN � � �s� g si� � 5. DETAILS 6 CONSTRUCTION NOTlS Em� 8. 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