The URL can be used to link to this page

FLS2013-02006; DVA2013-02001 ��s�� _ 19 North 650 BAY ESPLANADE 650 BAY ESPLANADE a 34saa 89-5010 ; FLS2013-02006 DVA2013-02001 �2-�9go . 1 � 17-4394 � DeNunzio Hotel DVA �R.COM � DeNunzio Hotel Atlas#: 258A R.COM Zoning: Tourist Atlas#:258A � Zoning:Tourist . . _...�..�..j v �� c.vlJ City of Clearwater Planning & Development Dept. 100 South Myrtle Avenue, 2"d floor Clearwater, FL 33756 Attn: Mark Parry Re: DeNunzio Hotel —650 Bay Esplanade Dear Mr. Parry: Please find enclosed 11 ('[ orfginal & 10 copies)of the following items per City of Clearwater requirements: • Flexible Standard Development Application & associated documents • Development Agreement Application & associated documents • Comprehensive Landscaping Application • Civil Engineering Constnaction Plans • Architectural Plans& Elevations � Landscape & tmgation Plans (w/8.Sx11 plans) • Traffic Impact Study • Drainage Calculations 8� Soil Boring Te�ts � Praperty Survey 8� Tree Inventory Please find attached a check made payable to the City of Clearwate� in the amount of $2,175 to cove� the fees associat�d with the F�D Application, Development �greement Application and Fire Review. Fire Fbw Calcs! Water Study have been applied for and wiil follow under sepa�ate cover. Please contact me i�you have any questions or require further information. Sincerely, LAND4N, MOREE �ASSOCIATES, INC. 1 Randy Austin Project Manager F:1Projects1651-01 Den�zio HotellCity of Gearvvatar12013-02-01 Submittal Letter.Aoc � , o (` Planning&Development Department Y learwater ' 1 tandard Develo mentA lication � l� Flexib e S p P 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 PROPERTY OWNER(PER DEED): Bay Esplanade Project, 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 ADDRE55: 31622 US 19 NOrth, Palm Harbor, FL 34684 PHONE NUMBER: (727)789-5010 EMAIL: AUSTIN@LMAENGR.COM ADDRESS OF SUBJECT PROPERTY: 650 Bay Esplanade, Clearwater, FL 33767 PARCEL NUMBER(S): 15/29/15/54756/082/0010, 15/29/15/54756/082/0020, 15/29/15/54756/082/0110, 15/29/15/54756/082/0120 and 15/29/15/54756/082/0130 LEGAL DESCRIPTION: See attached Exhibit A PROPOSED USE(5): Hotel (overnight accommodations) DESCRIPTION OF REQUEST: See attached Exhibit B Specifically identify the request (include all requested code flexibiliry,• 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�d865 Page 1 of 8 Revised 01H2 , , o Planning&Development Department � C earwater Flexible Standard Develo ment A lication P PP � 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): Hotel (overnight accommodations) SITE AREA: 41,232 sq.ft. 0�95 acres GROSS FLOOR AREA(total square footage of all buildings): Existing: 0 sq.ft. Proposed: 63,300 sq.ft. Maximum Allowable: N/A sq.ft. GRO55 FLOOR AREA(total square footage devoted to each use,if there will be multiple uses): First use: 57,890 sq.ft. Second use: 1,100 sq.ft. Third use: 2,9�� sq.ft. Fourth use: 1,410 sq. ft. FLOOR AREA RATIO(total square footage of all buildings divided by the total square footage of entire site): Existing: 0.0 Proposed: 1.54 Maximum Allowable: N/A BUILDING COVERAGE/FOOTPRINT(15S floor square footage of all buildings): Existing: � sq.ft. (�•� �of site) Proposed: 7,584 sq.ft. ( �8•4 �of site) Maximum Permitted: 29,332 sq.ft. (71.1 %of site) GREEN SPACE WITHIN VEHICULAR USE AREA(green space within the parking lot and interior of site;not perimeter buffer): Existing: � sq.ft. (0•0 %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: 53,050 sq.ft. (128.7 %of site) Planning 8 Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727•562-4567;Fax:727•562-4865 Page 2 of 8 Revised 07H2 IMPERVIOUS SURFACE RATIO(total square footage of impervious areas divided by the total square footage of entire site): Existing: 0.0 Proposed: 0.70 Maximum Permitted: 0.95 DENSITY(units,rooms or beds per acre): BUILDING HEIGHT: Existing: � Existing: � Proposed: 102 (107/ac) Proposed: 65'above BFE Maximum Permitted: 48 (50/ac) Maximum Permitted: 35' OFF-STREET PARKING: Existing: � Note:A parking demand study must be provided In conjunction with any request Proposed: 127 to reduce the amount of required off-street parking spaces. Please see the Minimum Required: 123 adopted Parking Demand Study Guidelines for further information. WHAT IS THE ESTIMATED TOTAL VALUE OF THE PROJECT UPON COMPLETION? $8,000,000.00 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 knowledge 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: Planning 8 Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562�865 Page 3 of 8 Revised 01112 o Planning&Development Department � � earwater Flexible Standard Develo ment A lication p pP � 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 FOLLOWING INFORMATION AND/OR PLANS: ❑ Responses to the flexibility criteria for the specific use(s) being requested as set forth in the Zoning District(sj 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. 0 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. O 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 Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865 Page 4 of 8 Revised 01H2 ❑ 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 �andscaped 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. 0 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:727-562-4865 Page 5 of 8 Revised 01N2 o Planning&Development Department � C earwater Flexible Standard Develo ment Application P � 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 8�Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865 Page 6 of 8 Revised 01N2 --- o Planning&Development Department � C earwater Flexible Standard Development Application � Flexibility Criteria PROVIDE COMPLETE RESPONSES TO THE APPLICABLE FLEXIBILITY CRITERIA FOR THE SPECIFIC USE(S)BEING REQUESTED AS SET FORTH IN THE ZONING DISTRICT(S)IN WHICH THE SUBJECT PROPERTY IS LOCATED. EXPLAIN HOW,IN DETAII,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,700 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562�567;Fax:727-562-4865 Page 7 of S Revised 01H2 Planning&Development Department _ C earwater Flexible Standard Devetopment Appli�ation '�-�-��-~�.-��°�-� Affidavit to Authorize Agent/Representat�ve 1. Provide names of atl property owners on deed-PRINT full names: Bay Esplanade Project,LLC 2. That(I am/we arej the owne�(s�and�ecord title holder(s)of the following described property: 650 Bay Esplanade,Clearwater,FL 33767 3. That this p�operty constitutes the property for which a request for(describe request): See attadted Exhibit B 4. That the undersigned(has/have)appointed and(does/doy appoint: Landon,Moree&Assoaates,(nc. as(his/thei�)a�ent(sy to execute any petitions or ather dacuments rtecessary to affect such petition; 5. That this aFFdavit has been executed to induce the City of Clea�water, Flo�ida to conside�and act on the above described prope�ty; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes Cily�epresentatives to visit a�d photograph the property described in this application; 7. T (I/wej,the u d i ed autho�ity,hereby certify that the foregoing is true and correct. �lJ�' r rty er Property Owner Propertyr Uw�er Prope�ty Owner SCATE OF ,CO[)NTY OF �(,..use S k e-�p,a. vSe�kS �dd1�S43c 1�o�g� BEFORE ME THE IiNDERSIGN�D,AN OFFICER OUI.Y COMMISSIOPfED BY TW�LAWS OF THE ST/1TE OF.W.ARJDA,ON THIS 3�� DAY OF �at,N.t�duM , o?� �� ,PER30NAlLY APPFJ�RED � �Z4.�l. �. �t'�v 1•t�O WHO HAVIPIG BEEN FIRST DULY SWORN DEP03ED ANO SAYS THAT HE/SHE FULLY UNDERSTAND3 THE CONT'�NT OF THE AFFI�AVIT TFiAT HE/SHE SIGNED. `````��t��f�`O tii��,' . , M• . o ., . *� �`" ��',�Q js'��G�4.� ary PubGc Sgnature •�r� 4•;��~ Notary SeaUStamp "':a � My rt�ission Expires: l�T$ Z,v �� gi��•••.��V. ...�..��'�r�.�• Planninq 8 Oevel�pp��n��,100 S.Myrtl�Av�nu�,Clearwater,FL a37Si,7ai:727-Si2-4467;Fauc:727�6i2r1i65 Paye i of t ��t�liuu�� Revtsed 01/12 EXH 1 B IT A LEGAL DESCRIPTION PARCEL 1 LOT 1, BLOCK 82, UNIT N0. 5, MANDALAY REPLAT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 20, PAGE 27, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND PLAT BOOK 20, PAGE 48, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PARCEL 2 LOT 2, BLOCK 82, MANDALAY UNIT #5, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 20, PAGE 27, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LOT 2, FURTHER DESCRIBED AS FOLLOWS: FROM THE NORTHWEST CORNER OF BLOCK 82, OF UNIT 5, MANDALAY, AS RECORDED IN PLAT BOOK 20, PAGE 48, PINELLAS COUNTY RECORDS, RUN SOUTH ALONG THE EAST LINE OF CHEROKEE AVENUE, 248 FEET FOR POB, THENCE RUN N88'04'43"E, 121 FEET; THENCE RUN S0137'47"E, 70 FEET; THENCE RUN S88'06'02"W, 123 FEET TO THE EAST LINE OF CHEROKEE AVENUE; THENCE RUN NORTH 70 FEET TO POB. (CHEROKEE AVENUE IS NOW KNOWN AS POINSETTIA AVENUE) PARCEL 3 LOT 11, BLOCK 82, MANDALAY UNIT N0. 5, ACCORDING TO THE MAP OR PLAT THEREOF, RECORDED IN PLAT BOOK 20, PAGE 27, AND PLAT BOOK 20, PAGE 48, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PARCEL 4 LOT 12, BLOCK 82, MANDALAY UNIT N0. 5, ACCORDING TO THE MAP OR PLAT THEREOF, RECORDED IN PLAT BOOK 20, PAGE 27, AND PLAT BOOK 20, PAGE 48, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PARCEL 5 LOT 13, BLOCK 82, MANDALAY UNIT N0. 5, ACCORDING TO THE MAP OR PLAT THEREOF, RECORDED IN PLAT BOOK 20, PAGE 27, AND PLAT BOOK 20, PAGE 48, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. Exhibit "B" Bay Esplanade Project, LLC Overnight Accommodations Flexible Standard Application 650 Bay Esplanade The Applicant is requesting Flexible Development Approval for the development of a 102 room hotel on north Clearwater Beach, located in the Old Florida District as identified by Beach by Design ("Hotel"), as shown on the site plan included as part of this application. The hotel is located generally on .95 acres at 650 Bay Esplanade and fronts both Poinsettia Ave and Bay Esplanade. It is surrounded by multifamily and transient accommodation uses. Concurrent with this application, the Applicant has submitted a request for the approval of a Development Agreement for the grant of fifty five (55) overnight accommodation units from the Hotel Density Reserve. The Old Florida District is an area of transition between the higher intensity uses in the East Shore District and the North Clearwater Beach residential neighborhood. The location of the proposed Hotel is situated in the center of this district and is scaled in such a way to provide a transition from the larger hotels to the south and the single family homes to the north. In addition to the Hotel, an application for a three-unit resort attached dwelling development is being submitted across the street which results in the infill of two centrally-located properties within the Old Florida District and enhances the Districts identify as a mixed use District. Beach by Design "supports the development of new overnight accommodations and attached dwellings throughout the District." Specially, the applicant requests approval of an overnight accommodations project, consistent with the Code Section 2-802(M) with: 1. 102 overnight accommodation units; 2. 127 parking spaces when at least 123 is required by Code; 3. A height of 65 feet from Base Flood Elevation when up to 75 ft. is permitted by Beach by Design; 4. Setbacks of a. 10 ft. side (north) setback when 0-10 ft. is required by Code b. 15 ft. front (east) setback when 10-15 ft. is required by Code c. 15 ft. front (south) setback when 10-15 ft. is required by Code d. 15 ft. front (west) setback when 10-15 ft. is required by Code 5. Lot area of.95 acres m.o.l. 1 General Applicability 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 design is specific to the Old Florida Character District and its mix of residential and commercial uses. This area is in a state of flux with redevelopment pressures coming to bear on the area. The Hotel 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 for use that is encouraged in the Old Florida District and will be an improvement, that meets code, to the existing area. 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 Hotel fits with this development mix as it provides an design that is complementary to the nearby residential properties and similar to the residential project being proposed across the street. The surrounding parcels are all zoned Tourist and are generally attached dwellings and other overnight accommodation developments. 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. Written Flexibility criteria (2-802(M)): 1. With the exception of those properties located on Clearwater Beach, the parcel proposed for development shall front on but shall not involve direct access to a major arterial street unless no other means of access would be possible; The Hotel is located on north Clearwater Beach and fronts on finro minor arterials on three sides, Poinsettia Avenue and Bay Esplanade. The site is in effect a peninsula with the only access to the site from those two roads as Bay Esplanade makes a ninety degree turn around the project. 2. Height: The increased height results in an improved site plan and/or improved design and appearance; The proposed maximum height of 65', above Base Flood Elevation, is within the height allowances for the Tourist District and the Beach by Design Criteria in the "Old Florida District" which permits a height of 75 ft. for overnight accommodations which is more than 60 ft. south of the southerly right of way of Somerset Street. 3. Signs: No sign of any kind is designed or located so that any portion of the sign is more than six feet above the finished grade of the front lot line of the parcel proposed for development unless such signage is a part of an approved comprehensive sign program; The Applicant will submit a comprehensive sign program application prior to occupancy. 4. Front setback: a. The reduced setback shall contribute to a more active and dynamic street life; 3 b. The reduced setback shall result in an improved site plan through the provision of a more efficient off-street parking area, and/or improved building design and appearance; and c. The reduced setback will not result in a loss of landscaped area, as those areas being diminished by the setback reduction will be compensated for in other areas through a Comprehensive Landscape Plan. This proposed development maintains the required minimum front setbacks, of 15', on each of the three frontages. In many areas along the building perimeter the building setback is greater than the minimum, creating a varied building fa�ade and allowing for more opportunities for landscaping. 5. Side and rear setbacks: a. The reduced setback does not prevent access to the rear of any building by emergency vehicles and/or personnel; b. The reduced setback results in an improved site plan through the provision of a more efficient off-street parking area, and/or improved building design and appearance; and c. The reduced setback will not result in a loss of landscaped area, as those areas being diminished by the setback reduction will be compensated for in other areas through a Comprehensive Landscape Plan. The proposed development maintains the minimum required 10 foot side / rear setback. 6. Off-street parking: a. The proposed development contains no more than 130 rooms; and b. The proposed development is within 1,000 feet of an existing public parking garage with documented available capacity. The development proposes 102 hotel rooms with 127 parking spaces in the on- site parking garage. The resulting parking ratio, of 1.24 cars per room, is above the minimum required 1.2 parking ratio. There is no public parking garage within 1000 feet but there are a number of public and private parking areas. 7. The design of all buildings shall comply with the Tourist District site and architectural design guidelines in Section 3-501, as applicable. • This proposed development is a catalyst for future development and redevelopment within the Old Florida District. The Proposed Hotel will be located in the Old Florida character district, as designated by Beach by Design. This is District serves as a transition area from commercial to residential areas on Clearwater Beach. The design of the Hotel is consistent with this transition area because the proposed height is 65 4 feet, 10 feet less than the permitted height in this area of the Old Florida District. The Old Florida District encourages the establishment of tourist and residential uses. The design of the proposed Hotel respects the Beach by Design: Design Objectives in the following ways: • Bulk: The bulk of the building is broken down by stepping and color changes in the faCade and by maintaining the 15 foot front yard setbacks. These measures allow for the required sidewalks and landscaping along the perimeter of the site. • Density: The 102 rooms proposed for this development are optimal for supporting the cost of the development while still allowing for the onsite parking and the overall building to fit within the parameters of the development code. • Height: The requested 65 ft. height is within the "T" District and Beach by design standards as a height of up to 75 ft. is permitted for overnight accommodations in the Old Florida District. • Design, Scale, and Mass: To break the apparent mass of the building the design steps the footprint horizontally to follow the curvature of the site, steps the building, vertically, to create a discernible base, middle, and top to the building, and varies the window types and openings. The length of the building is also interrupted by building steps, balcony placement, color, height variations, and material changes. • 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. 5 (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. 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. • 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 faCade, at the ground level, also steps back in to break up the, otherwise, flat unarticulated wall plane, meeting the Beach by Design criterion. • Signage: The applicant will separately submit its signage request which will comply with the Beach by Design restrictions. • Sidewalks: The proposed development installs the required sidewalk 12" from the right-of-way line with low greenscape then to the property line. The applicant has included a comprehensive Landscape Plan for the remainder of the front yard. • Street Furniture and Bicycle Racks: There is no proposed street furniture or bicycle storage at the Hotel. • Street Lighting: Street lighting is provided by public utilities. • 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. • 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. • Landscaping. The Project maintains a ten-foot landscape buffer as required by the Old Florida Character District. • Parking. The Project includes off-street parking in excess of the Code requirements. Beach by Design specifically encourages the increase in transient accommodations on Clearwater Beach. The materials and colors reflect the Florida Coastal Vernacular while also addressing the requirements of the prospective hotel brand. The design of proposed development contemplates the emerging character for other redevelopment within this area. We believe that with the burgeoning land values and 6 the generally aging structures in the area create a positive environment for redevelopment and future development proposals for the area will be similar to this proposal. Specific design elements include: (i) The proposed building facades are stepped to break down the mass and to create movement and liveliness and interest to the design, (ii) Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; (iii) The building's fa�ade design includes a variety of balcony and railing styles, string course type banding, and a variety of awnings and low roofs to further enliven and differentiate the fa�ade, (iv) a stucco and stone veneer is proposed to accent the fa�ade and to address the hotel brand requirements, (v) The building has several window and door styles, sizes, and patterns of organization; (vi) As required by Beach by Design the design steps the building back at the 35' height. �th the stepping footprint and the building stepbacks the overall building has tremendous design movement and liveliness to the farade; (vii) While the building is essentially flat roofed, a primary accent rooftop accent element, a large trellis like eyebrow, a pool level Tiki bar, a 3�d floor garage roof(at the stepback level) and the horizontal building stepping the roofscape of the design will be varied and distinctive. 8. Lot area and/or width: The reduction shall not result in a building which is out of scale with existing buildings in the immediate vicinity; This proposal is not requesting a deviation from the required lot width or area. 9. The parcel proposed for development shall, if located within the Coastal Storm Area, have a hurricane evacuation plan requiring the use close when a hurricane watch is posted; and The Applicant will implement a hurricane evacuation plan consistent with the requirements of the brand/flag that is adopted upon development. Furthermore, the inclusion of a development agreement will require the hurricane evacuation plan to be implemented consistent with Beach by Design. 10. A development agreement must be approved by the city council pursuant to F.S. §§ 163.3221-163.3243 and Community Development Code Section 4-606 if the development proposal exceeds the base density and/or base F.A.R. established for the underlying Future Land Use designation. The development agreement shall: a. Comply with all applicable requirements of the "Rules Concerning the Administration of the Countywide Future Land Use Plan" as they pertain to alternative density/intensity, and as amended from time to time; b. Be recorded with the clerk of the circuit court pursuant to F.S. § 163.3239, with a copy filed with the property appraiser's office, and a copy 7 submitted to the PPC and CPA for receipt and filing within 14 days after recording; and c. Have its development limitations memorialized in a deed restriction, which shall be recorded in the Official Records of Pinellas County prior to the issuance of any building permit for the overnight accommodations use. Concurrent with this application, the Applicant has submitted a request for approval of a Development Agreement for the grant of fifty-five (55) units from the Hotel Density Reserve. 11. Accessory Uses: a. Accessory uses must be incidental, subordinate, and customarily accessory to overnight accommodations; b. The following shall apply to required parking for accessory uses: 1. Gross Floor Area of Accessory Uses 5,410 sq. ft. (9.35%) 2. This Hotel has more than 50 rooms c. For projects that request additional rooms from the Hotel Density Reserve: i. Maximum number of units allowed by Base Density; 47 ii. Maximum number of units that may be allocated from Reserve 55 iii. Total number of units permitted on site; 102 iv. Units per acre (total/land area) 107 v. Total floor area of accessory uses exceeding 10 percent of Gross Floor Area in Hotel The accessory uses do not exceed the 10 percent threshold, it is calculated at 9.35%. vi. Net acreage .95 vii. Net acreage (vi) x units/acre (iv) 102 viii. Net acreage (vi) by base density—max rooms (vii) d. Signage for accessory uses. The applicant will submit a comprehensive sign program application prior to occupancy in the event signage is necessary. e. Destination Resort Density Pool This Hotel is not requesting units from the Destination Resort Density Pool #128106v1 8 , , ° Planning&Development Department } C earwater � Development Agreement Application U 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 il 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. APPLICATION FEE: $1,500 PROPERTY OWNER(PER DEED): Bay Esplanade Project, LLC MAILING ADDRESS: 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@LMAENGR.COM ADDRE55 OF SUBJECT PROPERTY: 650 Bay Esplanade, Clearwater, FL 33767 PARCEL NUMBER(S): 15/29/15/54756/082/0010, 15/29/15/54756/082/0020, 15/29/15/54756/082/0110, 15/29/15/54756/082/0120 and 15/29/15/54756/082/0130 LEGAL DESCRIPTION: See attached Exhibit A PROPOSED USE(5): Hotel (overnight accommodations) DESCRIPTION OF REQUEST: See attached Exhibit B Specifically identify the request (include all requested code flexibility,• e.g., reduction in required number of parking spaces, heighi, setbacks, lot size,lot width,specific use,etc.J: Planning 8�Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865 Page 1 of 7 Revised 01H2 o Planning&Development Department � C earwater Develo ment A reement Application P g � 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 INCOMPIETE 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): Hotel (overnight accommodations) SITE AREA: 41,232 sq.ft. 0.95 acres GROSS FLOOR AREA(total square footage of all buildings): Existing: 0 sq.ft. Proposed: 63,300 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: 57,890 sq.ft. Second use: 1,100 sq.ft. Third use: 2,900 sq.ft. Fourth use: 1,410 sq.ft. FLOOR AREA RATIO(total square footage of all buildings divided by the total square footage of entire site): Existing: 0.0 Proposed: 1.54 Maximum Allowable: N/A BUILDING COVERAGE/FOOTPRINT(15`floor square footage of all buildings): Existing: � sq.ft. (0.0 %of site) Proposed: 7,584 sq.ft. (18.4 %of site) Maximum Permitted: 29,332 sq.ft. (71.1 �of site) GREEN SPACE WITHIN VEHICULAR USE AREA(green space within the parking lot and interior of site;not perimeter buffer): Existing: � sq.ft. (0.0 %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: 53,050 sq.ft. (128.7 %of site) Planning 8�Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562�567;Fax:727-562�865 Page 2 of 7 Revised 01/12 IMPERVIOUS SURFACE RATIO(total square footage of impervious areas divided by the total square footage of entire site): Existing: 0.0 Proposed: 0.70 Maximum Permitted: 0.95 DENSITY(units,rooms or beds per acre): BUILDING HEIGHT: Existing: 0 Existing: 0 Proposed: 102 (107/ac) Proposed: 65'above BFE Maximum Permitted: 48 (50/ac) Maximum Permitted: 35' OFF-STREET PARKING: Existing: � Note:A parking demand study must be provided In conjunction with any request Proposed: 127 to reduce the amount of required off-street parking spaces. Please see the Minimum Required: 123 adopted Parking Demand Study Guidelines for further information. WHAT IS THE ESTIMATED TOTAL VALUE OF THE PROJECT UPON COMPLETION? $8,000,000.00 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 knowledge 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: Planning 8 Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562�567;Fax:727-562-4865 Page 3 of 7 Revised 01H2 o Planning&Development Department � C earwater Develo ment A reement Application P g � Site Plan Submittal Package Check list IN ADDITION TO THE COMPLETED DEVELOPMENT AGREEMENT APPLICATION,ALL DEVELOPMENT AGREEMENT APPLICATIONS SHALL INCLUDE A SUBMITTAL PACKAGE THAT INCLUDES THE FOLLOWING INFORMATION AND/OR PWNS: ❑ A proposed development agreement which shall contain,at a minimum,the following information: ❑ A legal description of the land subject to the development agreement. ❑ The names of all persons having legal or equitable ownership of the land. ❑ The duration of the development agreement,which shall not exceed ten (10)years. ❑ The development uses proposed for the land, including population densities,building intensities and building height. ❑ A description of the public facilities and services that will serve the development,including who shall provide such public facilities and services; the date any new public facilities and services, if needed, will be constructed; who shall bear the expense of construction of any new public facilities and services; and a schedule to assure that the public facilities and services are available concurrent with the impacts of the development. The development agreement shall provide for a cashier's check, a payment and performance bond or letter of credit in the amount of 115%of the estimated cost of the public facilities and services,to be deposited with the city to secure construction of any new public facilities and services required to be constructed by the development agreement. The development agreement shall provide that such construction shall be completed prior to the issuance of any certificate of occupancy. ❑ A description of any reservation or dedication of land for public purposes. ❑ A description of all local development approvals approved or needed to be approved for the development. ❑ A finding that the development proposal is consistent with the Comprehensive Plan and the Community Development Code. Additionally, a finding that the requirements for concurrency as set forth in Article 4, Division 10, Community Development Code,have been satisfied. ❑ A description of any conditions,terms, restrictions or other requirements determined to be necessary by the City Council for the public health, safety or welfare of the citizens of the City of Clearwater. Such conditions,terms, restrictions or other requirements may be supplemental to requirements in existing codes or ordinances of the City. ❑ A statement indicating that the failure of the development agreement to address a particular permit, condition,term or restriction shall not relieve the developer of the necessity of complying with the law governing said permitting requirements,conditions,terms or restrictions. ❑ The development agreement may provide,in the discretion of the City Council,that the entire development or any phase thereof be commenced or be completed within a specific period of time. The development agreement may provide for liquidated damages,the denial of future development approvals,the termination of the development agreement,or the withholding of certificates of occupancy for the failure of the developer to comply with any such deadline. ❑ A statement that the burdens of the development agreement shall be binding upon,and the benefits of the development agreement shall inure to,all successors in interest to the parties to the development agreement. ❑ All development agreements shall specifically state that subsequently adopted ordinances and codes of the city which are ofgeneral application not governing the development of land shall be applicable to the lands subject to the development agreement,and that such modifications are specifically anticipated in the deve�opment agreement. ❑ 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. ❑ 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: Planning 8 Development Department,100 S.Myrtle Avenue,Clearvvater,FL 33756,Tel:727-562-4567;Fax:727-562d865 Page 4 of 7 Revised 01N2 ❑ 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. ❑ 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. ❑ 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. Planning 8 Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562�567;Fax:727-562-4865 Page 5 of 7 Revised 01/12 ❑ Location of parking areas and other vehicular use areas, including parking spaces, circulation aisles, interior landscape islands and curbing. 0 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:727-562-4865 Page 6 of 7 Revised 01112 Planning&Development Department � � earwater Develo ment A reement A lication _ ,�,, P g PP �'� Affidavit to Authorize Agent/Representative 1. P�ovide names of all property owners on deed—PRINT ful!names: Bay Esplanade Project,LLC 2. That(I am/we ate�the owner�s)and record title holde�{s)of the following described property: 650 Bay Esplanade,Clearvvater, FL 33767 3. Fhat this property constitutes the p�operty For which a request for(describe request�: See attacMed Exhibit B 4. That the u�dersigned(has/havey appointed and(dces/do}appa�t: Landon,Moree&Associates, Inc. as(his/their)agent(s►to execute any petitio�s or other docume�ts necessary to affect such petition; 5. That this aFFidavit has been executed to induce the City of tlearvrrater, Florida to consider and act on the above desc�ibed 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 a�d photograph the p�operty described in this application; 7. That(I ej,the u er i d authoriry,hereby certify that the foregoing is t�ue and correct. � P�o erty ne� Property Owner Praperty Owner Property Ovmer STATE OF Fk9Rf9,1.COUNTY OF�� f�l�csa.d�.��ks � eS t'(ass«. useKS BEFORE ME THE UNDERSIG�i£D,AN OFFICER OULY COMMSSIONED BY THE LAWS OF THE STATE OF�,ON THIS 30� DAY OF �o��v a�v�{ , ,?0 I 3 ,PERSONALLY APPEARED �uycrN�i �• ��¢�u�l'Zt o WHO HAYING BEEN FFRST DULY 3WORN �EPOSEO AND SAYS THAT HE/SH£FULLY UNOER�TANOS THE CONTENT OF TFi�AFFIDAVIT THAT HE/SHE SIGNED. ```��uun�� `��,.SM. Ftopa�,�% .� t` 'ss�aii••.. '�. ;�`•F,��qe•3o1s`6:-�L�'s � �'t.� . �i, +, � tary Public Sgnature Notary Seal/Stamp � a ` My mission Expires: t � x i ••. . 1:� �w i� � ` ��p-" ♦ ��j''/��, •.,�'�" \`\\\ �v�j Plannin�i Devdopme�iS�Cb►iY�lient,l0d S.Myttle Avenue,Ckarwattr,FL 397Si,Tet:T2T•362�4567;Fax:7273i2�43�5' Psgt T of 7 RevlseEf 61112 t 1 DEVELOPMENT AGREEMENT THIS DEVELOPMENT AGREEMENT ("AGREEMENT") is dated the day of , 2013, and entered into between Bay Esplanade Project, LLC, a Florida Limited Liability Company("Developer"), its successors and assigns, and the CITY OF CLEARWATER, FLORIDA, a political subdivision of the State of Florida acting through its City Council, the governing body thereof("City"). RECITALS: WHEREAS, one of the major elements of the City's revitalization effort is a preliminary plan for the revitalization of Clearwater Beach entitled Beach by Design; and WHEREAS, Sections 163.3220 - 163.3243, Florida Statutes, which set forth the Florida Local Government Development Agreement Act ("Act"), authorize the City to enter into binding development agreements with persons having a legal or equitable interest in real property located within the corporate limits of the City; and WHEREAS, under Section 163.3223 of the Act, the City has adopted Section 4- 606 of the City of Clearwater Community Development Code ("Code"), establishing procedures and requirements to consider and enter into development agreements; and WHEREAS, Beach by Design proposed additional hotel units to equalize development opportunities on the beach and ensure Clearwater Beach remains a quality, family resort community by further providing for a limited pool of additional hotel units ("Hotel Density Reserve")to be made available for such mid-sized hotel projects; and WHEREAS, the Developer controls approximately 0.95 acres of real property ("Property") in the corporate limits of the City, more particularly described on E�chibit "A" attached hereto and incorporated herein; and WHEREAS, the Developer desires to develop the Property to add overnight accommodation units, minimal meeting space for guest use, pooUtiki bar, lobby and parking with parking spaces, generally conforming to the architectural elevation dimensions shown in composite Exhibit"B"; and WHEREAS, upon completion the planned resort will contain 102 units, which includes Fifty-five(55)units from the available Hotel Density Reserve: WHEREAS, the City has conducted such hearings as are required by and in accordance with Chapter 163.3220 Fla. Stat. (2012) and any other applicable law; and WHEREAS, the City has determined that, as of the Effective Date of this Agreement, the proposed project is consistent with the City's Comprehensive Plan and Land Development Regulations; and T t WHEREAS, the City has conducted public hearings as required by §§ 4-206 and 4-606 of the Community Development Code; and WHEREAS, at a duly called public meeting on , 2013, the City Council approved this Agreement and authorized and directed its execution by the appropriate officials of the City; and WHEREAS, the Community Development Board approved the design and site plan as FLD2013- on , 2013, conditioned upon the approval and execution of this Agreement; and WHEREAS, approval of this Agreement is in the interests of the City in furtherance of the City's goals of enhancing the viability of the resort community and in furtherance of the objectives of Beach by Design; and WHEREAS, Developer has approved this Agreement and has duly authorized certain individuals to execute this Agreement on Developer's behalf. STATEMENT OF AGREEMENT In consideration of and in reliance upon the premises, the mutual covenants contained herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereto intending to be legally bound and in accordance with the Act, agree as follows: SECTION 1. Recitals. The above recitals are true and correct and are a part of this Agreement. SECTION 2. Incorporation of the Act. This Agreement is entered into in compliance with and under the authority of the Code and the Act,the terms of which as of the date of this Agreement are incorporated herein by this reference and made a part of this Agreement. Words used in this Agreement without definition that are defined in the Act shall have the same meaning in this Agreement as in the Act. SECTION 3. Propertv Subiect to this A�reement. The Property described in Exhibit "A" is subject to this Agreement("Property"). 3.1 The Property currently has a land use designation of Resort Facilities High (RFI-� and is zoned Tourist(T). 3.2. The Property is owned in fee simple or under contract to be owned in fee simple by the Developer. 3.3 The Property is generally located at 650 Bay Esplanade, Clearwater, FL 33767 as more further described in E�chibit"A". SECTION 4. Scope of Proiect. 2 ' r 4.1 The Project shall consist of no more than 102 overnight accommodation units. Such units may be traditional hotel rooms or fractional ownership units, as defined by the Community Development Code. 4.2 The Project shall include 126 parking spaces, as defined in the Community Development Code. 4.3 The design of the Project, as represented in E�ibit "B", is consistent with Beach by Design, except as otherwise shown on E�chibit"B". 4.4 No more than 25 % of overnight accommodation units shall have full kitchens. Such kitchens shall be limited to those units identified on the plans in E�chibit "B" as "suites" and shall not be located in any unit received from the Hotel Density Reserve. 4.5 The height shall not exceed sixty-five (65) feet from Base Flood Elevation, as defined in the Code. SECTION 5. Effective Date/Duration of this Agreement. 5.1 This Agreement shall not be effective until this Agreement is properly recorded in the public records of Pinellas County, Florida, and thirty (30) days have elapsed after having been received by the Department of Community Affairs pursuant to Florida Statutes Section 1633239 and Clearwater Community Development Code Section 4606G. 2." 5.2 Within fourteen (14) days after the City approves the execution of this Agreement, the City shall record the Agreement with the Clerk of the Circuit Court for Pinellas County. The Developer shall pay the cost of such recording. The City shall submit to the Department of Community Affairs a copy of the recorded Agreement within fourteen(14) days after the Agreement is recorded. 5.3 This Agreement shall continue in effect until terminated, as defined herein, but for a period not to exceed ten(10)years. SECTION 6. Obligations under this Agreement. 6.1 Obligations of the Developer: 6.1.1 The obligations under this Agreement shall be binding upon and the benefits of this Agreement shall inure to the Developer, its successors in interests or assigns. 6.1.2 At the time of development of the Property, the Developer will submit such applications and documentation as are required by law and shall comply with the City's Code applicable at the time of building permit review. 3 r � 6.13 The following restrictions shall apply to development of the Property: 6.1.3.1 The Property and improvements located thereon shall be developed in substantial conformance with the Site Plan attached as E�ibit "B" and approved by the Community Development Board("CDB") as case number 2013- . Any minor revisions or changes to the Site Plan shall be consistent with the approved Site Plan and shall be approved by the Planning Director as a minor modification, pursuant to the Code. Any modifications determined by the Planning Director as either inconsistent with the approved Site Plan or constituting a substantial deviation from the approved Site Plan, as defined in the Code, and thus requiring further approval by the CDB shall require an amendment to this Agreement in accordance with the procedures of the Act and the Code, as necessary and applicable. Any and all such approved and adopted amendments shall be recorded in the public records of Pinellas County, Florida. 6.1.3.2 The Developer shall obtain permits and commenced construction on the development within four (4) years from the effective date of this Agreement ("Commencement Date"). Nothing herein shall restrict Developer from seeking an extension of this Agreement, and the Commencement Date,pursuant to the Code. 6.1.3.3 The Developer shall execute, prior to commencement, a mandatory evacuation/closure covenant, substantially in the form of E�ibit "C", that the accommodation use will closed as soon as practicable after a hurricane watch that includes Clearwater Beach is posted by the National Hurricane Center. 6.1.4 Covenant of Unified Use. Prior to the issuance of the first building permit for the Project, the Developer hereby agrees to execute the covenant of unified use and development for the Project Site providing that the Project Site shall be developed and used as a single project, the form of which covenant is attached as E�ibit "D"; provided however, that nothing shall preclude the Developer from selling the Fractional Share Units or from selling all or a portion of the Developer's Property in the event that Developer determines not to construct the Project. It is understood and agreed that, in the event that the Developer enters into the anticipated covenant of unified use and development, and the Developer elects not to construct the Project and notifies the City of its election in writing, and, alternatively, as of the date of expiration, termination or revocation any rights of Developer to incorporate the Hotel Density Reserve Units into the Project, the City shall execute and deliver to the Developer a termination of such covenant of unified use and development suitable for recording in the Public Records of Pinellas County,Florida. 6.1.5 Return of Units to Reserve Pool. Any units granted to Developer from the Hotel Density Reserve not timely constructed in conjunction with the 4 Project approved by FLD 2013- shall be returned to the Hotel Density Reserve and be unavailable to Developer for use on this Project. 6.1.6 Transient Use. Occupancy in the overnight accommodation units from the hotel density is limited to a term of less than one (1) month or thirty (30) consecutive days, whichever is less. Nothing herein shall prevent a purchaser of a fractional share unit from owning a period of time greater than thirty (30) days, provided every occupancy is limited to thirty (30) consecutive days or one (1) month. 6.2 Obli�ations of the Citv. 6.2.1 The City shall promptly process site and construction plan applications for the Property that are consistent with the Comprehensive Plan and the Concept Plan and that meet the requirements of the Code. 6.2.2 The final effectiveness of the re-designations referenced in Section 6.2.1 is subject to: 6.2.2.1 The provisions of Chapters 163 and 166, Florida Statutes, as they may govern such amendments; and 6.2.2.2 The expiration of any appeal periods or, if an appeal is filed, at the conclusion of such appeal. 6.2.3 The Project shall receive Fifty-Five (55) units from the Hotel Density Reserve as defined in Beach by Design. SECTION 7. Public Facilities to Service Development. The following public facilities are presently available to the Property from the sources indicated below. Development of the Property will be governed by the concurrency ordinance provisions applicable at the time of development approval. With respect to transportation and other public infrastructure and services subject to concurrency requirements, all applicable concurrency provisions for the proposed development have been met. 7.1 Potable water is available from the City. The Developer shall be responsible for all necessary main extensions and applicable connection fees. 7.2 Sewer service is currently provided by the City. The Developer shall be responsible for all necessary main extensions and applicable connection fees. 7.3 Fire protection from the City. 7.4 Drainage facilities for the Property will be provided by the Developer at the Developer's sole expense. 5 7.5 All improvements associated with the public facilities identified in Subsections 7.1 through 7.4 shall be completed prior to the issuance of any certificate of occupancy. SECTION 8. Required Local Government Permits. The required local government development permits for development of the Property include, without limitation,the following: 81 Site plan approval(s) and associated utility licenses, access, and right-of- way utilization permits; 8.2 Construction plan approval(s); 8.3 Building permit(s); and 8.4 Certificate(s)of occupancy. SECTION 9. Consistencv. The City finds that development of the Property is consistent with the terms this Agreement is consistent with the City Comprehensive Plan and the Code. SECTION 10. Termination. 10.1 If the Developer's obligations set forth in this Agreement are not followed in a timely manner, as reasonably determined by the City Manager, after notice to the Developer and an opportunity to be heard, existing permits shall be administratively suspended and issuance of new permits suspended until the Developer has fulfilled its obligations. Failure to timely fulfill its obligations may serve as a basis for termination of this Agreement by the City, at the discretion of the City and after notice to the Developer and an opportunity for the Developer to be heard. SECTION 11. Other Terms and Conditions. 11.1 Except in the case of termination, until twenty (20) years after the date of this Agreement, the Property shall not be subject to down-zoning, unit density reduction, or intensity reduction, unless the City has held a public hearing and determined: 11.1.1 That substantial changes have occurred in pertinent conditions existing at the time of approval of this Agreement; or 11.1.2 This Agreement is based on substantially inaccurate information provided by the Developer; or 11.1.3 That the change is essential to the public health, safety, or welfare. SECTION 12. Compliance with Law. The failure of this Agreement to address any particular permit, condition, term or restriction shall not relieve the Developer from 6 the necessity of complying with the law governing such permitting requirements, conditions,terms or restrictions. SECTION 13. Notices. Notices and communications required or desired to be given under this Agreement shall be given to the parties by hand delivery, by nationally recognized overnight courier service such as Federal Express, or by certified mail, return receipt requested, addressed as follows (copies as provided below shall be required for proper notice to be given): If to the Developer: Bay Esplanade Project, LLC, a Limited Liability Company c/o deNunzio Group, LLC 305 Cambridge Street, Suite 3 Cambridge, MA 02141 Tel: 617-945-2555 With Copy to: Katherine E. Cole, Esq. Johnson, Pope Bokor Ruppel& Burns, LLP 911 Chestnut Street Clearwater, FL 33756 If to City: City of Clearwater, City Attorney ATTN: Pamela Akin,Esq. 112 South Osceola Avenue Clearwater, FL 33756 Properly addressed, postage prepaid, notices or communications shall be deemed delivered and received on the day of hand delivery, the next business day after deposit with an overnight courier service for next day delivery, or on the third 3rd day following deposit in the United States mail, certified mail, return receipt requested. The parties may change the addresses set forth above (including the addition of a mortgagee to receive copies of all notices), by notice in accordance with this Section. SECTION 14. Assignments. 14.1 By the Developer: 14.1.1 Prior to the Commencement Date, the Developer may sell, convey, assign or otherwise dispose of any or all of its right, title, interest and obligations in and to the Project, or any part thereof, only with the prior written notice to the City, provided that such party (hereinafter referred to as the "assignee"), to the extent of the sale, conveyance, assignment or other disposition by the Developer to the assignee, shall be bound by the terms of this Agreement the same as the Developer for such part of the Project as is subject to such sale, conveyance, assignment or other disposition. 14.1.2 If the assignee of the Developer's right, title, interest and obligations in and to the Project, or any part thereof assumes all of the Developer's obligations hereunder for the Project, or that part subject to such sale, conveyance, 7 assignment or other disposition, then the Developer shall be released from all such obligations hereunder which have been so assumed by the assignee, and the City agrees to execute an instrument evidencing such release, which shall be in recordable form. 14.1.3 An assignment of the Project, or any part thereof, by the Developer to any corporation, limited partnership, limited liability company, general partnership, or joint venture, in which the Developer (or an entity under common control with Developer) has either the controlling interest or through a joint venture or other arrangement shares equal management rights and maintains such controlling interest or equal management rights shall not be deemed an assignment or transfer subject to any restriction on or approvals of assignments or transfers imposed by this Agreement, provided, however, that notice of such assignment shall be given by the Developer to the City not less than thirty (30) days prior to such assignment being effective and the assignee shall be bound by the terms of this Agreement to the same extent as would the Developer in the absence of such assignment. 14.1.4 No assignee, purchaser, sublessee or acquirer of all or any part of the Developer's rights and obligations with respect to any one Parcel shall in any way be obligated or responsible for any of the Developer's obligations with respect to any other Parcel by virtue of this Agreement unless and until such assignee, purchaser, sublessee or acquire has expressly assumed the Developer's such other obligations. 14.1.5 Notwithstanding any other provision of this paragraph, the sale of individual Interval Ownership Units in the ordinary course of business shall not be subject to the requirements of this paragraph. 14.2 Successors and Assi�ns. The terms herein contained shall bind and inure to the benefit of the City, and its successors and assigns, and the Developer and, as applicable to the parties comprising Developer, their personal representatives, trustees, heirs, successors and assigns, except as may otherwise be specifically provided herein. SECTION 15. Minor Non-Compliance. The Developer will not be deemed to have failed to comply with the terms of this Agreement in the event such noncompliance, in the judgment of the City Manager, reasonably exercised, is of a minor or inconsequential nature. SECTION 16. Covenant of Cooaeration. The parties shall cooperate with and deal with each other in good faith and assist each other in the performance of the provisions of this Agreement and in achieving the completion of development of the Property. SECTION 17. Approvals. Whenever an approval or consent is required under or contemplated by this Agreement such approval or consent shall not be unreasonably withheld, delayed or conditioned. All such approvals and consents shall be requested and granted in writing. 8 SECTION 18. Completion of Agreement. Upon the completion of performance of this Agreement or its revocation or termination, a statement evidencing such completion,revocation or termination shall be signed by the parties hereto and recorded in the official records of the City. SECTION 19. Entire A�reement. This Agreement (including any and all E�ibits attached hereto all of which are a part of this Agreement to the same extent as if such E�chibits were set forth in full in the body of this Agreement), constitutes the entire agreement between the parties hereto pertaining to the subject matter hereof. SECTION 20. Construction. The titles, captions and section numbers in this Agreement are inserted for convenient reference only and do not define or limit the scope or intent and should not be used in the interpretation of any section, subsection or provision of this Agreement. Whenever the context requires or permits, the singular shall include the plural, and plural shall include the singular and any reference in this Agreement to the Developer includes the Developer's successors or assigns. This Agreement was the production of negotiations between representatives for the City and the Developer and the language of the Agreement should be given its plain and ordinary meaning and should not be strictly construed against any party hereto based upon draftsmanship. If any term or provision of this Agreement is susceptible to more than one interpretation, one or more of which render it valid and enfarceable, and one or more of which would render it invalid or unenforceable, such term or provision shall be construed in a manner that would render it valid and enforceable. SECTION 21. Partial Invaliditv. If any term or provision of this Agreement or the application thereof to any person or circumstance is declared invalid or unenforceable, the remainder of this Agreement, including any valid portion of the invalid term or provision and the application of such invalid term or provision to circumstances other than those as to which it is held invalid or unenforceable, shall not be affected thereby and shall with the remainder of this Agreement continue unmodified and in full force and effect. Notwithstanding the foregoing, if such responsibilities of any party hereto, to the extent that the purpose of this Agreement or the benefits sought to be received hereunder are frustrated, such party shall have the right to terminate this Agreement upon fifteen (15) days written notice to the other parties. SECTION 22. Code Amendments. Subsequently adopted ordinances and codes of the City which is of general application not governing the development of land shall be applicable to the Property, and such modifications are specifically anticipated in this Agreement. SECTION 23. Governing Law. This Agreement shall be governed by, and construed in accordance with the laws of the State of Florida without regard to the conflict of laws principles of such state. SECTION 24. Counterparts. This Agreement may be executed in counterparts, all of which together shall continue one and the same instrument. 9 SECTION 25. Amendment. This Agreement may be amended by mutual written consent of the City, the Developer, and the Association so long as the amendment meets the requirements of the Act, applicable City ordinances, and Florida law. IN WITNESS WHEREOF, the parties have hereto executed this Agreement the date and year first above written. In the Presence of: Print Name Print Name As to "Developer" CITY OF CLEARWATER, FLORIDA By: Print Name: William B Horne II, City Manager Print Name As to "City" Attest: Rosemarie Call, City Clerk Countersigned: George Cretekos, Mayor Approved as to Form: Leslie K. Dougall-Sides Assistant City Attorney 10 STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this day of , 2013, by He is [ ] personally known to me or has [ ] produced as identification. Notary Public Print Name: My Commission Expires: STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this day of , 2013, by WILLIAM B. HORNE, II, as City Manager of the City of Clearwater, Florida, who is [ ] personally known to me or who has [ ] produced as identification. Notary Public Print Name: My Commission Expires: 11 EXHIBIT "A" Legal Description of Project Site PARCEL 1 LOT 1,BLOCK 82,UNIT NO.5,MANDALAY REPLAT,ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 20,PAGE 27,OF THE PUBLIC RECORDS OF PINELLAS COUNTY,FLORIDA AND PLAT BOOK 20,PAGE 48,PUBLIC RECORDS OF PINELLAS COUNTY,FLORIDA. PARCEL 2 LOT 2,BLOCK 82,MANDALAY UNIT#5,ACCORDING TO THE MAP OR PLAT THEREOF,AS RECORDED IN PLAT BOOK 20,PAGE 27,PUBLIC RECORDS OF PINELLAS COUNTY,FLORIDA,LOT 2,FURTHER DESCRIBED AS FOLLOWS: FROM THE NORTHWEST CORNER OF BLOCK 82,OF UNIT 5,MANDALAY,AS RECORDED IN PLAT BOOK 20,PAGE 48,PINELLAS COUNTY RECORDS,RUN SOUTH ALONG THE EAST LINE OF CHEROKEE AVENUE,248 FEET FOR POB, THENCE RUN N88°04'43"E, 121 FEET;THENCE RLJN SO1°37'47'B,70 FEET;THENCE RUN S88°06'02"W, 123 FEET TO THE EAST LINE OF CHEROKEE AVENUE;THENCE RUN NORTH 70 FEET TO POB.(CHEROKEE AVENUE IS NOW KNOWN AS POINSETTIA AVENUE) PARCEL 3 LOT 11,BLOCK 82,MANDALAY UNIT NO.5,ACCORDING TO THE MAP OR PLAT THEREOF,RECORDED IN PLAT BOOK 20,PAGE 27,AND PLAT BOOK 20,PAGE 48,OF THE PUBLIC RECORDS OF PINELLAS COUNTY,FLORIDA. PARCEL 4 LOT 12,BLOCK 82,MANDALAY UNIT NO.5,ACCORDING TO THE MAP OR PLAT THEREOF,RECORDED IN PLAT BOOK 20,PAGE 27,AND PLAT BOOK 20,PAGE 48,OF THE PUBLIC RECORDS OF PINELLAS COUNTY,FLORIDA. PARCEL 5 LOT 13,BLOCK 82,MANDALAY UNIT NO.5,ACCORDING TO THE MAP OR PLAT THEREOF,RECORDED IN PLAT BOOK 20,PAGE 27,AND PLAT BOOK 20,PAGE 48,OF THE PUBLIC RECORDS OF PINELLAS COUNTY,FLORIDA. 13 EXHIBIT "B" Site Plan 14 CRAPNIC SCAIE I L �:.�.'� g�� c � LEG[�0 y � I n�cw nnnax r � °.vuu�� g� � lOT3 LO'10 I m_�M r i�� ' e-�v.wau.�i � �i i �� q1q �cm��•'.a �� u+�wn � �: �b� �usm�cal � I '� I ii ..el �u�° . o. ,.- �g �� .,.�. I _� K -•- � m....,�...�..,... � �..,a.,....�a - _w �... �' ' �+ — ?��,� s e �..o,,.�.,.. ;�� ;--�.�M. .�.�.�. -�.�=?��— � ea � , �;� � ---�---_�:��y:�,��,�,�, � : � � �,�u ,.,, ... , '� � nic Fivc auus uoh�. _��s4.9��,.� 1 d�� I u.��.�.�,m.�, � i, - ' �� a cavoaemwu � �i° ��` I CONDO P.B.]l.PGS.69 k 70 e-i�r � { a ��} I I I I °Vrwwr.nc p O _�--_�� __- ' O ' I �� •_�aM � �i � }-�• � I !�� "' -_� � l � it i� hi �1 PI; � '° i �..:. n d a q I i I • '°° .r p �°ee'�.w.m"° � I�y �i �✓��d� �one.w i I ��'• I I� " � '� �'�'� 1 , id I .a..o� m vS�.s° � l i1l ��i S I "�: � I ��"b,!°` .o.e. ...�..m..< � i { 1;1 � �'� �� ,>.,.�.,.m..;�a.�.,..,.o,.,� _ �- i� � � I°+(} s ,i.m'° o°'°'c`:�a � I I �I � ~ii-� rG J ��/ �5 �n �y ry� y� J �S I i4 p� � I � 1i11 j'�i � M U �i,� � iii �'°�"�"1O1 _ __ � __ ____ �,� i�� l 4 PARCEL I O� �` $ '� I ..0....4 � -- -- '��:`°""°--- -u.�_ o� ' r I "a" _ 7 I iti f �� LOi 8 =m Q�g y D-_..__C�--_ y� �i � �I BIOCK 77 � a� �� p i}° I � � _ _ _ _ �,n,�u�� '.� �/� 1�i i Ivu.n9 N Q v�X �� i � �� - +' ' ��- ' :. . �Ylll �� . C3 �ea � � I � � / �� -- ------ -----��- -�i 7 z �� .^'� < '� � = T._. .�� — � .�� .�� ;%�- — . ( ff �---�_�--�— I ��;�I _� �j� L � ""'�'��.. .� ^ \;\ � . � I \ `�.\ I \\�� \\\� t .....,\\` �� \ \\ �� ' � \�� \\�\\� ��\ �' ' \ , � ' I �\ . 'V � � � ` \ �' ' , .� � I ` . � \ \ \ ' �� (7 ��. � _. �7�,, t �� i .t ( �, � i �1 � t � t � 1 F , � � �' x � '� ` (I � � ,I i i t i � i i i t �i �I � f i1 �— I � + � _ �`--" � 3� � � { (�'-----________`--�--�-- �,__f—_�----�-- `_____---_-_� � —--�_� --�— _ ---�------1--- _—__ ,.�.,,.,.. ,— . „�.. � �,n...� .�,�.� .�.....� ��,.�._��.� — �...�.�.�.� �,...�.«., __------_ ---- � --_____ m. __.__.._,� :��__ --�� O 0��-.._,_,T____ �� _ ' ',� `!�`�\! I _._ I\ ,,��.�\� e f °� 1 �� \\\'\�� 1� � f � IiI \� _ S � II . -< f ` '� � '�� p �� \� i � �� `;,`� �tV ° ;�,�, �� .��; - i � ' , - � � � \ \� _�� l I° \�� ' , ;�� — �� —,'.�°1 I ,� �' _ � � , _ � U }, �� '— ' �� _` .t E =— .f a _ . _.. ; � — �_, � �� , �,, � ---�---- � ` '� �, � �--�-- � �i `� ��-- G. .� J � � r �� "�� ' I �O C� G O I ' � f �� __ _ ` � r�_�—_ sp _. . I � ;t __ i �� o �• �— � � i �=�f _ - l f, V= J ; r=-+, __ a a � � � E� �I I � �x � � � � � , o e � a , � o ' � , - - — fo� o e` i � o �� o' r c., _ ' � t � ( ji � , � �� i � �� , _ f�� : � ,�.�_ � �—_ ° � �� f �� II�I � � � �� ic� ��' � � � I �� e' � � ��, � � � � � ��.�� _ � i I� �—_—�`_ i ' _`_�----:'_--_"'__ � --�;`_-''` 1 '� —_^— —__ _.— �'� �--� —�^�� '— _��_.�___„_. E ---—— ,�, ��---- ,. ��--- � ' � t S" I >JJD�>��DDb° „I. N Q m ��'�� (I - �' ( � N_ DeNunzio Ho�el , _ � �i N ' S 1 I Gearwtter Be04h.FlorfdB 5 � � ��' �� g � .°, ! I I �`:'.. Bay EaplanaAe Prqect.LLC . " . - �.� '� � '�. Camtridge.MaasscFx»eSs ., : �� ..._. . :�..� ._.. ... . �- }� } .�- � „ �,�.,� 1 °• � -e. . � . � � �.: ` - t� - � _ `� � . ,. �I . ,�.' �: f � l � S ..� � _ �l�� ' N � � r p I ��,. $ ��1� _ � _ .m � m ' Y1_- � a�, �� 'xfl'�!Ta� :. ' � � � "��'�,��,�'�� Z �' i z � ' E� �3 Cl. .; � : t_� � � � �� 1 i ; �!�1 a� � i � � ;�, s� i j , � , � 1 i � � � - , .� H � I a � ,� ' i : � g ; I �i i ��, � l ,� � �� ° i ' � � f t � �. � ; ,� '�� ;„`-1-( [AI C.]I iff{�1� '"':� a ."1-I i.�l�.173ii� ' �-�M �� t` :-1-��.(�l I�:�_ ° . _. , � -- ��„ �y � - c. fi '•� r i .# �yY. £ ' ��'.�� . � .. � 1- - . . , ' ... , , I • ., . ... D � s Im III�I �EPdU11210 F{Ot2� . p � ^� I= C:eanvater Beath.FWn.fa b i� � �� o „ �I� I I I I I I I I I I I I Bay Esp:anac:e Pro�eR,LlC ' I I I I I I I I I I I I Cambndr,�e.Massactrise:ts J�J_L1_L!_LWL BuqCiny Cota 1 BWEmp Cobr 2 BuuMng Cdor l BuiWiny Cobr 4 Rmimgs Avm�ngs �"�..:.��a��-.._.._... ` ..�.� �� - ;.. .'� � � . ..... . .... .... .. � . -,._ . � a � . � �� rtin wono.cn�m _ A':i1._. .SL:z -� , AUeni.Colof 4 ± -�� ' � � � _ ^� T �.( SlucmCopinp.Gakf2 �: :. . .�... .' , �._. �___ . �. �+, � �, " . ` ,-- "`- 'k t ..,,�. �i�:� _ _ � --- , Slucw tiun.Coloi 3 -7' • °: , .Iq.��. . . . . _ ..__. . �1j� T IEVAiI N _ . . . : � . .. . :_. .. .r .- 2 ..., . , ..._.«._ �—T— . .. . . _ c. � N , PreArushea melal .'.._ .. _... ..' ' ..._..'� raibnqe.typicai. ;. _..__. ' '._ i._. .. ..:. i—F , ..— . '.. . � k.. , � _ , �' ^��'° :.. Slucw Eody Cobr 2 al �y �. � . _.. _. . , _. � ''9, � .. r-. __... � � m c .. _,.�w �. ..-... ... . ......... = LL , ,. �_ ._" � �,� _ H � �i �—� . � - , --- _.... . � � _ v� , ' 'y,� ., � � �,_, c e w�^ ��' ,' � �'`';�� r ; _._. .�� w_ �, � s" A b . _.:: . _ ,. �+ -�. ^ ;. � ` Sl�cco i�m.Colo�3 �,. ,th,� . ' � m U . � . .__ ._. . . � �. ..._...... , _. ....._._. .» ,....� _ . .._.. �„ .1«. _ . � . r r' , ��,. _ �� .� _ _ ___ �-i-� i � f I�f:., '��°°.i"' , L : — Slucco Trm.Golor 3 ` . ,,' -�� — s - �� za � ��r,� — r . 4 S��" _ • � � ._ I ' � � '�' � Slucw irm,Color 3 ' � � �� — � I w ' ' — i : . . � i L.._ .... __ .. � .' . . . . - � , i Qetn�o� �• �7� , _--- f. _` ��+.a#4 Elevatans � EASTELEVATION 2U12A201 A-003 I - EXHIBIT "C" COVENANT REGARDING HURRICANE EVACUATION And DEVELOPMENT,USE AND OPERATION DECLARATION OF COVENANTS AND RESTRICTIONS THIS DECLARATION OF COVENANTS AND RESTRICTIONS ("Declaration") is made as of the day of , 2013, by Bay Esplanade Project, LLC, a Florida Limited Liability Company("Developer"). Developer is the owner of fee simple title to the real property described in Schedule 1 attached hereto and made a part hereof (hereinafter, the ("Real Property"). The City of Clearwater, Florida (the "City"), has amended it's Comprehensive Plan to designate Clearwater Beach as a Community Redevelopment District pursuant to the Pinellas County Planning Council Rules in order to implement the provisions of Beach by Design, a plan for the revitalization of Clearwater Beach. The designation of Clearwater Beach as a Community Redevelopment District (the "Designation") provides for the allocation of Hotel Density Reserve Units as an incentive for the development of mid-size quality hotels. Pursuant to the Designation, the allocation of Hotel Density Reserve Units is subject to compliance with a series of performance standards, including a requirement that resorts containing a hotel developed with Hotel Density Reserve Units shall be closed and all Guests evacuated from such resorts as soon as practicable after the National Hurricane Center posts a hurricane watch that includes Clearwater Beach. The purpose of such evacuation is to ensure that such a Resort Hotel is evacuated in advance of the period of time when a hurricane evacuation would be expected in advance of the approach of hurricane force winds. The City has granted, by City Council Resolution , passed and approved on , 2013, Developer's application for Hotel Density Reserve Units pursuant to the Designation, subject to Developer's compliance with the requirements of the Designation. Developer desires for itself, and its successors and assigns, as owner, to establish certain rights, duties, obligations and responsibilities with respect to the use and operation of the Real Property in accordance with the terms and conditions of the allocation of the Hotel Density Reserve Units to the City and the Designation, which rights, duties, obligations and responsibilities shall be binding on any and all successors and assigns and will run with the title to the Real Property. THEREFORE, in consideration of the covenants and restrictions herein set forth and to be observed and performed,and in further consideration of the allocation of Hotel Density Reserve Units to Developer,and other good and valuable consideration, the sufficiency of which is hereby acknowledged, Developer hereby declares, covenants and agrees as follows: 1. Benefit and Enforcement. These covenants and restrictions are made for the benefit of Developer and its successors and assigns and shall be enforceable by them and also for the benefit of the residents of the City and shall be enforceable on behalf of said residents by the City Council of the City. 2. Covenant of Development, Use and Operation. Developer hereby covenants and agrees to the development, use and operation of the Real Properly in accordance with the provisions of this Declaration. 2.1 Use. The use of the resort on the Real Property is restricted as follows: 19 2.1.1 A minimum of Fifty-five units, which is the number of hotel units allocated to Developer, shall be used solely for transient occupancy of one month or thirty (30) consecutive days or less, must be licensed as a public lodging establishment and classified as a hotel, and must be operated by a single licensed operator of the hotel.No such hotel unit shall be used as a primary or permanent residence. 2.1.2 All other units shall be licensed as a public lodging establishment. No unit shall be used as a primary or permanent residence. 2.1.3 As used herein, the terms "transient occupancy," "public lodging establishment," "hotel," "time share," and "operator" shall have the meaning given to such terms in Chapter 509, Part I, Florida Statutes (2012). 2.2 Closure of Improvements and Evacuation. The Hotel developed on the Real Property shall be closed as soon as practicable upon the issuance of a hurricane watch by the National Hurricane Center, which hurricane watch includes Clearwater Beach, and all Hotel guests, visitors and employees other than emergency and security personnel required to protect the resort, shall be evacuated from the Hotel as soon as practicable following the issuance of said hurricane watch. In the event that the National Hurricane Center shall modify the, terminology employed to warn of the approach of hurricane force winds, the closure and evacuation provisions of this Declaration shall be governed by the level of warning employed by the National Hurricane Center which precedes the issuance of a forecast of probable landfall in order to ensure that the guests, visitors and employees will be evacuated in advance of the issuance of a forecast of probable landfall. 3 Effective Date. T'his Declaration shall become effective upon issuance of all building permits required to build the project ("Project") and Developer's commencement of construction of the Project, as evidence by a Notice of Commencement for the Project. This Declaration shall expire and terminate automatically if and when the allocation of Reserve Units to the Developer expires or is terminated. 4 Governin�. This Declaration shall be construed in accordance with and governed by the laws of the State of Florida. 5 Recordin�. This Declaration shall be recorded in the chain of title of the Real Property with the Clerk of the Courts of Pinellas County,Florida. 6 Attorne,vs' Fees. Developer shall reimburse the City for any expenses, including reasonable attorneys' fees, which are incurred by the City in the event that the City determines that it is necessary and appropriate to seek judicial enforcement of this Declaration and the City obtains relief, whether by agreement of the parties or through order of a court of competent jurisdiction. 7 Severabilitv. If any provision, or part thereof, of this Declaration or the application of this Declaration to any person or circumstance will be or is declared to any extent to e invalid ar unenforceable, the remainder of this Declaration, or the application of such provision or portion thereof to any person or circumstance, shall not be affected thereby, and each and every other provision of this Declaration shall be valid and enforceable to the fullest extent permitted by law. IN WITNESS WHEREOF, Developer has caused this Declaration to be executed this day of , 2013. In the Presence of: Bay Esplanade Project, LLC, a Florida limited 20 Liability company By: Print Name Dustin de Nunzio Print Name As to "Developer" CITY OF CLEARWATER, FLORIDA By: Print Name: William B Horne II, City Manager Print Name As to "City" Attest: Rosemarie Call, City Clerk Countersigned: George Cretekos,Mayor Approved as to Form: Leslie K. Dougall-Sides Assistant City Attorney STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this day of , 2013, by He is [ ] personally known to me or has [ ] produced as identification. Notary Public 21 _ Print Name: My Commission Expires: STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this day of , 2013, by WILLIAM B. HORNE, II, as City Manager of the City of Clearwater, Florida, who is [ ] personally known to me or who has [ ] produced as identification. Notary Public Print Name: My Commission Expires: 22 EXHIBIT "D" COVENANT OF UNIFIED USE PLEASE RETURN RECORDED DOCUMENT TO: COVENANT OF UNIFIED USE THIS COVENANT OF LJNIFIED USE (the "Agreement") is executed this day of , 2013, by Bay Esplanade Project,LLC ("Developer"). WITNESSETH: WHEREAS, Developer is the owner of the real property legally described on Schedule "A" attached ' hereto and incorporated herein by reference (the "Real Property"); and WHEREAS, Developer and the City of Clearwater, Florida (the "City") are parties to that certain Development Agreement dated , 2013 (the "Development Agreement"), pursuant to which the City has agreed that Developer may develop and construct upon the Real Property a hotel project as described in the Development Agreement(the "Project"); and WHEREAS, Developer intends to develop and operate the Real Property for a unified use, as more particularly described in this Agreement. NOW, THEREFORE, in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration,the receipt and sufficiency of which are hereby acknowledged, Developer does hereby agree that, effective as of the date on which Developer receives all permits required to construct the Project and Developer commences construction thereof, as evidenced by a Notice of Commencement for the Project,the Real Properry shall be developed and operated as a hotel and fractional share/interval ownership project, as described in the Development Agreement. The restrictions set forth in the preceding sentence shall expire automatically when and if Developer's allocation of additional hotel units (as defined in the Development Agreement) expires or is terminated. Nothing in this Agreement shall require Developer to develop the Project or restrict Developer's ability to sell, assign,transfer or otherwise convey its right in and to the Real Property or any portion or portions thereof to unrelated third-parties. Further, nothing in this Agreement shall preclude the purchase and sale of one or more Fractional Share Units to be constructed as a part of the Project (the "Fractional Ownership") (or Hotel Units (as defined in the Development Agreement) if sold in a condominium form of ownership), to separate, unrelated third parties, provided that such Fractional Share Ownership or Hotel Units are operated and occupied as part of the Project as a single unified project throughout the term of this Agreement. Developer agrees that the City shall have the right to enforce the terms and conditions of this Agreement. Notwithstanding the foregoing, all Hotel Units may be operated by a single hotel operator and all Fractional Share Units may be operated by a different, single management firm/operator. 23 _ . _ _ _ _ IN WIT'NESS WHEREOF, Developer has caused this Agreement to be executed this day of , 2013. In the Presence of: Bay Esplanade Project, LLC, a Florida limited Liability company By: Print Name Dustin de Nunzio Print Name As to "Developer" CITY OF CLEARWATER, FLORIDA By: Print Name: William B Horne II, City Manager Print Name As to "City" Attest: Rosemarie Call, City Clerk Countersigned: George Cretekos, Mayor Approved as to Form: Leslie K. Dougall-Sides Assistant City Attorney STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this day of , 2013, by He is [ ] personally known to me or has [ ] produced as identification. Notary Public Print Name: 24 My Commission Expires: STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this day of , 2013, by WILLIAM B. HORNE, II, as City Manager of the City of Clearwater, Florida, who is [ ] personally known to me or who has [ ] produced as identification. Notary Public Print Name: My Commission Expires: 25 _ _ Exhibit "B" Bay Esplanade Project, LLC Overnight Accommodations Development Agreement Application 650 Bay Esplanade Concurrent with this request, the Applicant has submitted an application for Flexible Standard Development for the construction of a hotel on the property. To maximize the use of the property and attract a "flag" that is suitable to the size and location of the property, the Applicant requests fifty-five units from the hotel density pool estabtished through Beach by Design. The hotel, while located on less than one-acre, has the ability to attract a flag hotel and generate much-needed redevelopment in this area. The request for additional units is consistent with the requirements for the grant of such units as included in Beach by Design. The proposed FAR and site density is consistent with the requirements. The proposed Development Agreement includes all statutory requirements,the required hurricane evacuation covenant and covenant of unified use. � Plann�ng&Development Department ° � e�r�vater . . . � Comprehensive Landscap�ng Applicatlon IT IS INCUMBENT UPON THE APPUCMIT TO SUdMIT COMPIETE AND CORRECT INFORMATION. ANY MISLEADING,DECE�'TIVE, tNCOMPLETE OR INCORRECT INFORMATIOM MAY INVAUDA?E YOUR AP�LICATION. ALL APrUCAT10NS ARE TO dE FILL�?OUT GOMPIETEIY AND CORRECTLY,MID SUBMRTED IN PERSON(NO FAX OR DELI�ES� TO THE M.M1NlNa$�EVELOPMENT OE�ARTMENT QY NOON ON fiHE SCHEDULED OEADLINE DATE. A TOTAL OF 1!COM�LETIE SETS C�ff PLANS AN4 APPUGTION MATERIALS(1 QRl61NAL ANC 10 COPIES)AS REQWRED WiTHIN ARE TO dE SUlMITfED FOR REVIEW BY THE DE1tELOPMENT REVIEW C011AMfT1'EE. SU�SEQUENT SUdMITTAL FOR THE COMMUNITY DEYELQPMENT QOARD, IF NECHSSARY, WILL REQUIRE lg COMPLETE SETS QF PlANS MID APPLICATiO� MATERIAl4(1 ORIGINAL MID 14 COPIES). PLANS AND APPLICATIONS ARE REQUIRED�0 8�COILATtD,STAPLE�AND FOLDEQ iNra sFrs. THE APPUCAI�iT, BY FlUNG THIS APPUCATION, ACaREES TO CQMPLY 1MTH ALL AMUCABLE REQUIREMENTS OF THE CQMMUNITY OEVHLOPIYIENT COCE. PROrERTY OWNER{PER OtED): Bay�attade Profed,LLC MAILING ADORESS: 305 Cambi�dge St.,Su1te 3.�MA 02141 PHQNE NUMBER: 61�945-2555 EMAIL: DJD�TheDtNunztoCmup.a� AGBNT OR REPRESENTA7IVE: Landon,Mortie&Assndatr.�Fnc. MAILING ADDRESS: 316Z2 US Hw�:!�J North,Pslm Harbur.FL 3�t6�( PHONE NUMBER: 727-7�9-5010 EMAIL: Austlnllmaenga:com AODRE55 OF SUBJECT PROPERN: 650 Bay 6s�lanade,Clearwater.Flodda DESCRIPTION Of EtE4UEST: ��ibillty in the p�acement of tr�eeX pataa ar�d shrrrLs nequic+ed for farndatlal aad $PM1�aY tdertajy dre repuest p��er buf�'d�Iaredscapin� AL�u.6e�lMI![j in fhe►�rqulre�d puaenhges ofFalats. (ir�hrde art rr4�eated cade lk�db�tty: ac�cmt h�ers and canopy eree,�,dtle ro raad�raj 6anta�gr ort tltre�e sldrs an�adfacertt e.p.,rcducotore in nqul�d numbet of oncrhead utl/I[yllries. P�� 9h� �� siz�fot w�h,speci/Fc u�etcj: STATE OF FLORIQI�,COUNTY OF PINELIAS I, the undersi�ned, uicnowled`e that all Sworn to and subscribed before me this �� ' day of representaCfons mad� In this ap�icadon are tnie md � 2 v 1.3 .to me and/or by accunte to the best of my knowled�e and wd�orize � City repraentatives to visit and photo�raph the � t•*�4vho is person�qyr known� property described in this appltcatlon. produced „ ss idenHfkation. Signature of propertlr owner or represeMative public. �, �ELIUI�E NI My commission�xpi�es: N�PY11k- . ��• ____. � 1�Nli Plandn��Ow�bPm�nt O�paRrrwnt,100 S.Myrtl�Awnu�,Clwrwab�,�l.337SS, 1: � lilNMlc11/�i�Ai1AiA�f�AIM► �ay�1 of 2 i��1rN � » o Planning&Development Depactment � �C �arwater Com rehensive Gandscap�ng Application � ° Flexibil�ty Criteria PR�VIDE COMPLETE RESPONSES TO EACH OF THE FIVE(5)FLEXIBILITY CRITERIA EXPUNNING HOW,IN OETAII,THE CRtTER10N IS BEING COMPUEO WRH PER THIS COMPREHENSIVE LANDSCMING PROPOSAL. 1. Architettu�ai Theme: a. The I�ndscaping in a Corr�rehensive La�dscaping program shall be designed as a pxt of the architeccura(theme oF the principal buiidi�s proposed or devNoped on the pa�cel propased fo�the development. Tke landscape program will pmvide a tropica[Florida Iandscape thube, utflising paGus,accent tree�shrubs and groundcorers that ar�e!n�ontext with the bultdirrg's Art Dt+co archltecture. Thls tnvplca/Florlda landscape theme w111 also follow tfie aestheNc goals for the Old Florida Dlstrlct,as descrfiGed wlthin the Beach by Deslgn requl�merrt,� OR b. fie design,cMaracter,location and/or materials of the landsape treatment proposed in the Comp�ehensive Landscaping prognrr� shaN be demonstrably nare att�active than la�dscaping otherwise perrriitted on the parcel proposed for development u�er the minimum landscape sbndards. 2 UghanQ. Any Ughting proposed as a part of a Comp�ensive la�dscaping prognm is automatically controlled so that the li�hdng is tumed off when the business is dosed. The building,signage and landscape accent ligfiting w3Q be destgned to li�lt lighting ofl`'site arrd r�educe gtane to adjacent nelghbors. Reasonable lighti�lg tev+els will be prnvfded for the bulJding signage to serve zs a wa,y t�nd�ng /Mcadon cue for the gecest arrd/or other customers durfirg the nigbt dme hours. 3. Communrty Churacter. fie landscape treatment proposed in the Gomprehensive Landuape Program w�l enhanu che community charaxter oF the City of dearvvater. Tlre pmject wf/1 pmv�de Iandscape treatments a/ong the roadwa,y frontage wfdch wflt act to soRerr the ov�rall vfsua/aesthedc of the Lnmediate neighborhood arra, whlch cument/y has asphalt parkJng as the ovierall vtsual Impr+ession from the roadwa,y 4. Property Valuts.The landscape treatmertt proposed i�the Comprehensive lsndscapki`prog�am will have a beneficial impact on the value of the propert�r in the immediate vicinity of tha pa�cel proposed h�r development. Tlie bullding wil!have an up-scale visual aesthetic due to the proposed ar+ch�tectural.ttyle and/andscaping. Thts will enhance the overall vfsua!impnssion ofthe fmraedl�te ar+ea:naf theretore the pen�elved value ofthe surroundlna nelghborhood. 5. Spedaf Area or Scanic Corrtdor Piart. The la�dscape treatment proposed in the Compr�ensivs lmdxape Pro`nm is consistent with an�special uea o�scenic co�ridor plan whlch the City of qearvvatK Mas prepa�eG and adopted for Me area in which the parcel proposed for development is loated. As stated previously, the troplcal Florlda landsc�pe therae wlt!fo!!ow the a�st/retic go�Is for the Old Florlda D1strlct,as descrJbed wlthln the Beach by L?eslgri nqulrements Rla�nir�i D�valepmsnt D�rbnsnR 10Q S.Myrlla Av�nw,CNarwab�.FL 337ii,TN:127-St2•�5E7;Fax:7T7-5�2-41i5 Pap�Y of 4 RwFa�d 01112 �. � ' �► f TRAFFIC Ile�IPAC'I' STUI)Y FOR BAY ESPLANADE HO'TEL #650 BAY ESPLAllTAI)E CLEARWATER BEACI�, FLOI�IDA PREPARED FOR: BAY ESPLANADE PROJECT, LLC PREPARED BY: GULF COAST CONSULTING, I1�IC. JANUARY 2013 PROJECT# 13-005 �� l � Robert Perg i ,AICP, PTP AICP #9023, PTP #133 _ . _ _ _ , � . r I. INTRODUCTION The 1.02 acre project site is located along the Bay Esplanade on the east side of Poinsettia Avenue in north Clearwater Beach (See Figure 1). The site is proposed to be developed as a mid-price hotel containing 102 rooms. The development of the property is the subject of a Comprehensive Infill Redevelopment. This application requires an assessment of the traffic impacts of development. Prior to completing this analysis a methodology was established with the City of Clearwater staff. II. EXISTING TRAFFIC CONDITIONS The property has frontage on Bay Esplanade and Poinsettia Avenue which are two-lane local roads. Mandalay Avenue is a four-lane divided collector roadway h�tc��aPn the r�„r,r,��ljn�t a,prl Ra��Fc�IanaGle, ?n� �,tvwn-1�.n.e�nllecto_r north of R�y Esplanade. Royal Way is a two-lane local road that intersects with Mandalay Avenue and provides access to the area of the proposed hotel. As agreed to by Clearwater staff, traffic counts were conducted between 4 - 6 PM on in January 2013 at the following intersections: Mandalay Avenue/Bay Esplanade(signal) Mandalay Avenue/Royal Way All traffic counts were converted to annual average equivalents using FDOT seasonal adjustment factors. Existing traffic volumes axe shown in Figure 2. Existing intersections were analyzed using the HCS 2010 software. The HCS 2010 printouts are included in Appendix A. Presently the signalized intersection at Mandalay Avenue / Bay Esplanade operates at LOS A with average delay of 7.2 seconds per vehicle during the PM peak hour. At the Mandalay Avenue / Royal Way intersection southbound left turns operate at LOS A with average delay of 7.8 seconds and the westbound approach (Royal Way) operates at LOS B with 11.9 seconds average delay. Traffic voluine on Royal Way is extremely low. Mandalay Avenue south of Bay Esplanade is a four-lane divided collector roadway and according to FDOT 2012 QLOS Handbook capacity tables has a LOS D capacity of 2,630 vehicles per hour. The segment of Mandalay Avenue north of Bay Esplanade is a two-lane undivided collector roadway with a LOS D capacity of 1,200 vehicles per hour. Existing roadway conditions are shown below. 1 , � . , _ 1 . .�� ''i � t� »�''1� +'�S� '�, •� �"�'�-- �rr.� � � � �1�� 5,��"�a�� — � x _ �, �.,�---- �:.� ,��U .� ;��_��: �`��.f�F ,,-�� ' � �Y �p,� •�.- _ '�{ _ , � + _ '► y[��-�� . r� .��' 11"" � � \ .� J�, �� k Vr �.".�_ `!��' � _ � '�� l�\�� `. ��` }1F� �� f-u�I . . =� d y��},��.� � _ II�\ r:��j�F.".� � . . . . . . . . �,�+.� �:�_� h.'�9 �� L ..� ��f. �Y � . . . A 1,� v � �_ � � � „ � � ! W� _ i �' t� I4'1 : t t' - �"4 �,�� - dl� 'a �.�?��• � , y ,,,; -,::. - -- ==2-'�A.:� �ga� � • ' :�< ��il� .,�.ma : ...� C r i r�i��,� "'`b(� �^i�' �`}��'K � . . .� � , ��ti�� .�-� �:.�,�� l�. '�, "H .� .:`� . .. \- — Si..�rta � �3� _Z � 1' �. . .... � I� I�� -- �W;� '}�, s �� F � . - �� 1 ? �� - �. , . e, ;� :_�� J�.� , � — �� ; ; _ a� . � -.� .� ,_ ., � �� '.� �.s . .. �, i�, � _ .. � — I ., .� �� , , V '- �� ^ `: �o i ��{Ffi Fr�t} �.` �� ,�it:�_:1 �: ,, .� ' �� _ FI_� I NS " �• .��. . ;4' it �, �' _s � . S y ��, �i � _ � � � � 6�FAa t . /'C � ��%� _ �$r ` �'� `q ' ' .,r � � j' , � � ��> " _ , .��. �� w. l' ` • � f r�,- �--�. � ��,,._ , Q � , ;�� I� � � �� I �� nY�.a!M', 'T PROJE� �r�; .,:_,��±�� , � .:, , TT(� � _� i` � " - L�O�ATI�I �r. � . � � � `?� .� '��z � ':'tl- " ' f � - - '; �� `r:, - .a-• ti•�. � a�' �.•" ?`• � �, .. . �-� i- � x� ��_ �� , , � �x. �. � v —�- � � �.,�,(� ��', �a� ' � � ,: „ �o �.5 ,,Z �,. � � _�,� '�,�� ,:�� °� .�'4�- `i� �S ; ,r,�:�, . `ri�..��- , '�' r S J�t�- 1� .�� , .,, !'�, I 'z � � 7-�{� '`A � y� �� ` '��I 1 I . . � _ . ` ! Y ` � ,� A J " n�i��-_ �;y, ..., f r . . _ � � y� . 1 I ilI � � �� '��'�; _� �� b � _ lil�i� t:,. a v _�Yi ��' . � c ,: `�! . 6 • "i ....�• �.. . r I � � . -I� M �� . i '"..� .l '.��. .�4. . I ` � � • ��: 9, _�'- �rR . I � � . ww.- ~�� , .;�,, �'�_ , . .. T �tr' r_u �f� S_.��.:-. • }�. a I ... , f.�. � � - ��{'�,. 1 � - n�`_ _ _ •� L- - - - l� ..,_TT ,ti � . _ .T:t _ n �E: � - .,, ., , ; � , �, � , � , -. ! .'- �I. ,, r� ;i1 � � �-= ' ..ti: ' � -, o I So �('4.'1 � �'i� � '!t C — 'R �, 5,�8 1 I m' ��. +. o ��` --��` I i ��.. '� _ -'�. ,� �. � �, a ~ n � '�?a � , � b1. �J; Re � .��' � 'I Ih ; ' � 1 `]'� .� 1.�i,1 1° ^-�� f � ti. `x% � �s��} ri ' � � 1 �� ''", 3i. ,+\ i'h �y►. .t myY 't_� "�� ,x-•`4'�k� LLj� I �*, .?j;? [.._ .�� .,� �` D�.ACtf� �. � .l�t,,�5�°. � � ` P ,. ~ y � •' •E_. �'.-+-,rm�>h ,"- * �, �� y � W,. �. � y � � I (,�.*�ar I � r\,�f �� I I e�:.� '6i \�•��..�=�� fl\��1Je r�� f �'. ��'. z I ' � �7�, �� {'I'� , . ,� . ��r' �` �i � �� .' ��I •.P, rly�l tli ' ..;�p . ._,� "-�1�y �� ._ p ' i— ' ' �S� �f i _�� f �� LL --- �—��,. ; � ,-. , t� Yr � , " . r�:� �: � , �� ;r� � ��.� � �' � � �I . .:'� '=�` �► ��`"'�''' _ ,,J � � a� � „' j ' "' � ��':��q��9�4.ri .�.1�?1 I��F�.. '°'h �� ; "_.. I �� q' �w, w� �� 6;e �,��e, �I j,� II�I �� A L•3 �� ` �. . il •r Q� I i f��I�I��, ? ;' , " C ( . �� 'I'� �j "Ilt +r5 1 0 � Q i • � � ,' :�. � ��'��ac ;a-. 'J _ ��, - � � °� � r�� a� -/ � PROJECT LOCATION — BAY ESPLANADE HOTEL PROJECTNO: � 13-005 v = DATE: FIGURE: � Gulf Coast Consulting, Inc. a : / ,�y,�t Land Development Consulting 01 �201 3 . � � A� % DR.4WN BY: � ¢ Z VT `a '>' Y:\P[NELLAS\Bay Esplanade Hotel(13-005)\Drawings\Traffic\13-005 TRAFFIC COUNTS.dwg,F1G-2,1/25/2013 921:39 AM � r �'� v �4��i,'� ' � ..`, ,...;�'.�'�1 ' �.�.: .'.�r..� / 'f �� 1 l�J � �r^ 5.' ~ ..y.......;.,.� .,.�..� vl � r 41 � �13 � `� �' �" �—219 ¢. �. ,.� o N rn � � � 275 � 1 � �, 233 �— ii3 � O ro MANDALAY AVE � 2�4 � � � � 363 59� � � � 285 _ 24' —�- � �-+- 247 16 � 275--� n� � A � f � n � � 29� � D -G � � � r � � �„� IN �� ' �• � I POINSETTIA AVE U� `'�" Y � �� ~ n W n � .-. . � O m r � � � d d n < y � �,.'y� m -� � � � N � O � � W BAY ESPLANADE tiy ro � W O I m � � o � oz cn o � � , � . i EXISTING ROADWAY CONDITIONS - 2013 Roadwav Se�ment Lanes PM Volume PM LOS Mandalay Ave(S.of Bay Esplanade) 4LU 638 C Mandalay Ave. (Bay Esplanade—Royal) 2LU 518 c Mandalay(N of Royal) 2LU 461 C As sliown above all roadway segments and intersections operate at LOS C during PM peak hour. III. FUTURE TRAF�'IC CONDITIONS Existing traffic was adjusted to include expected traffic from the approved �T.'��n�ll�''S�?Pg�µ'�;��nt�r;r�traff`r, frQYn t„�t� ?tn,r�rnyP�Ni�rriott F_.�st Shnr�Hotel. Using Institute of Transportation Engineers (ITE) 'Frip Generation, 9th Edition rates, the amount of new trips was calculated and estimates are shown below: TRIP GENERATION ESTIMATES Land Use ITE LUC Amount Dailv Mid-Dav PM Pea1c Hotel 312 102 rooms 833 62(31/31) 61 (31/30) The expected distribution of vehicular trips is as follc�ws: 10%to /from the north 90% to/from the south PROJECT IMPACT CALCULATIONS (PM PEAK HOUR) Proj ect Road Segment Lanes Proiect Trips Capacitv Percent Mandalay Ave.(S—Bay Esplanade 4LU 55 2630 2.09% Mandalay Ave(Bay Esplanade—Royal) 2LU 55 1200 2.09% Mandalay Ave(N.of Royal Way) 2LU 6 1200 0.5% Background traffic and project traffic were added to determine total traffic for 2015 and the intersections and roadway segments �vere reanalyzed. The future traffic volumes are shown in Figure 3, and the HCS 2010 printouts are included in Appendix B. Under future conditions the signalized intersection at :Vlandalay Avenue / Bay Esplanade would operate at LOS A with average delay of 7.0 seconds per vehicle during the PM peak hour. 2 Y:�PiNELLAS\Bay Esplanade Hotel(13-005)\Drawings\Traffic\13-005 TRAFFIC COUNTS.dwg,FIG-3,1/25/20131128:40 AM • �� -:.:.�.ac� �'Yr'. �' ��G; � '.;i � t �� 7 �� '�� 1 � �:� � r-" � Ci7 � �13 a � � or.�rn �252 d � � 308 � 1 L-� �1 �-- 419 C � ►q 266 MANDALAY AVE � 223 CD O � � � � 396 � � � � 318 _ 24� --� � � 255 'i� � ,'�," 59 � �'.� � x 308-- � � p �� c,� � � O 29� O D (7 � �' r `.3 C/� � � N .�.1 � �IJ W "� � � � POINSETTIA AVE Oo � '� UR "� � � � � . oA�, � � � �� v�3 n N i p � i w� r �^ � m D cn z � .� �° _ � �o Z c„c C7 l7 D o� � � o Y m -� � � m N � O �G W ESPLANAOE BAY .n � ro � (r� p � � W � O � oz � o ,Z _�— . � . , At the Mandalay Avenue / Royal Way intersection southbound left turns would operate at LOS A with average delay of 7.9 seconds and the westbound approach (Royal Way) operates at LOS B with 12.5 seconds average delay. At the project driveway all movements would operate at LOS A with minimal delay. FUTURE ROADWAY CONDITIONS - 2015 Roadwav Segment Lanes PM Volume PM LOS Mandalay Ave(S.of Bay Esplanade) 4LU 704 C Mandalay Ave. (Bay Esplanade—Royal) 2LU 584 C Mandalay(N of Royal) 2LU 478 C A 1. 1 11 .7__'�._ 4n .7 � 4.......�..4i.�r�n �r� f�v��.0 1'� L-1� Si1V�Vi1 G.lSUVG a�l TGauwa� Sc�Tl�ii�� aiiu 111LG1J4l�11V11J vJvuiu Cvii��uv �v operate at LOS C during the PM peak hour. N. CONCLUSION This analysis was conducted in accordance with a specific inethodology established with City of Clearwater staff. This analysis demonstrates traffic operations at nearby intersections and on adjacent roadways would continue at acceptable levels of service with the proposed hotel during the PM peak hour. 3 . � . � Robert Per olizzi From• Bennett.Elbo@myClearwater.com Sent•. Tuesday,January 22, 2013 129 PM To: Himanshu.Patni@MyClearwater.com; Robert Pergolizzi Subject• RE: Bay Esplanade Hotel Robert- The methodology is accepted. Please proceed with the TIS. Thanks Bennett Elbo Engineering Specialist Traffic Engineeriizg 727-562-4775 phone ��=�ti�_�}��s ��v /L I JV�..r Bennett Elbo�a mvclearwater.com From: Patni, Himanshu Sent: Wednesday, January 16, 2013 5:04 PM To: Eibo, Bennett Subject: FW: Bay Esplanade Hotel Ben,take a look at this when I'm gone and give Robert a call to discuss.Thanks From: Robert Pergolizzi jmailto�ergoCo�aulfcoastconsultinginc coml Sent: Wednesday, January 16, 2013 4:03 PM To: Patni, Himanshu Subject: Bay Esplanade Hotel Himanshu—Happy New Year! I will be doing a Traffic Analysis for a proposed 102 room hotel on Bay Esplanade in north Clearwater Beach.The site is off of Royal Way. I propose to conduct PM peak period (4-6 PM)traffic counts at the following locations: Mandalay Ave/Bay Esplanade (signal) Mandalay Ave/Royal Way(stop) These intersections and Mandalay Avenue (Bay Esplanade to north) would be analyzed for existing conditions. Background traffic conditions will include the potential traffic from the Marriott Courtyard hotel on East Shore and the Frenchy's on East Shore both of which are approved projects that I completed the Traffic Studies for. ITE Trip Generation,9`h Edition shows this new 102 room hotel as generating 833 daily trips and 60 PM peak hour trips.This will be added to accumulated background traffic to estimate total traffic with the project. Future conditions for the intersections and Mandalay Avenue will be analyzed.A written TIS Report will be submitted with the application. Please let me know if there is anything else you need. 1 PEAK HOUR/P.H.F.DATA '- PROJECT: BAY ESPLANADE HOTEL PROJECT NO: 13-005 LOCATION: Mandalay Ave(N-S) � Bay Esplanade(E-W) � DATE: January 23,2013 LANE TYPE: SPEED LIMIT: SIGNAL TIMING: A G Y R (SECONDS) (E-W green on demand only) NB 4 Lane NB N/A NB SB 2 Lane SB N/A SB EB 2 Lane EB N/A EB WB 2 Lane WB N/A WB PM PEAK HOUR COUNTS TIME NB NB NB SB SB SB EB EB EB WB WB WB TOTAL HOURLY PM L T R L T R L T R L T R VOLUME VOLUMES --------- -- -- -- ------- -------- 4:00-4:15 � 6 _ 73 10 ,;'� =68 4- 3 ' 0 11 6 ,;�.1 3 ._' 187 4:15-4:30 . 9 :- '48 _ 6 - j 0 47 --<-0 0;:� 1 `- 6 := 9 ,'3 -�:0 -`� 129 4:30-4:45 _ _13-_ :69, :r 7 '_: Q -=_63 ,2s 0`'_ 0' =- � - 2 �1 -0 -==: 169 4:45-5:00 15 = 75 �= 7 ;: Q -45 5- 2,�= 0 _ 7 9 =0 1- '� 166 651 5:00-5:15 17.? 66 -- 5: =0 ,-r56 2 2.:= 0 ': 8 Y 4 _-0 1.;-._i 161 625 5:15-530 ; 15�' 68=_ = 1A -y 1 ' ::'57 -:¢ 2' 2 `- 8 � 6 "0 - ':2._:j 175 671 5:30-5:45 � 9..-` 76 -_ 6 --.' 1 -A9 1� 0; 0 5 �` -5 :1 ''0` i 153 655 HOURLY FLOW DIAGRAM 5:45-6:00 . 10 :: 67� _ 12 ,.`_ 0 ;57 3:� 0_` , _0_ . 6 = 6 _ ,`.0 ., 0_;,�+ 161 650 ------------ ------ --------- -------- -------- --------- --------- -------- -------- ------- --------- --------- ------- ------- 235 288 94 542 63 3 443 2'I 9 3 58 52 6 7 1,301 l * I PEAK HOUR TIME NB NB NB SB SB SB EB EB EB WB WB WB TOTAL 13 221 1 PM L T R L T R L T R L T R VOLUME I I � �I � 4:30-4:45 � 13:'_ 69 - 7 : -: 0 `63 =;2. 0=� 0 � 7 .�..� -`-j, -:0 {''' 169 74 � 6 —? 'L— 4 �--31 4:45-5:00 + 15-= 75-;_ T = U =45 _8- �2 _U . i -.` 9 ,�-4 -1;:� 166 2 —+ � � 5:00-5:15 ; 1Z-'- 66 - 5 0 56 2: 2 =° 0 — 8 = 4 `.0 1 161 38 —► 30 —� � 26 —► 32 5•15-5:30 � 15= 68 - 70 ' 1 57 ,4? 2 -: 2 `� 8'��6 . -=0 2 175 4 I� _ _ � � I 60 178 29 1 221 13 6 2 30 26 1 4 671 60 278 29 1 t INTERSECTION PEAK HOUR 4:30-5:30 INTERSECTION PHF 0.96 277 367 INTERSECTION PEAK HOUR VOLUME 671 PEAK HOUR VOLUME NB 367 PHF NB 0.95 PEAK HOUR VOLUME SB 235 PHF SB 0.90 =' " - ;� .-� PEAK NOUR VOLUME EB 38 PHF EB 0.79 '� � • � PEAK HOUR VOLUME WB 31 PHF WB 0.78 C.�`t i°, _-.� � t__-: r. •�___ .�, ---t � '- ��----- , " .,_._ ,,�_. :��:. -�'' `�' - .:' ; _ f !' PEAK HOUR/P.H.F.DATA PROJECT: BAY ESPLANADE HOTEL PROJECT NO: 13-005 . LOCATION: Mandalay Ave(N-S) � Royal Way(E-W) • DATE: January 24,2013 LANE TYPE: SPEED LIMIT: SIGNAL TIMING: A G Y R (SECONDS) (NOT APPLICABLE) NB 2 Lane NB N/A NB SB 2 Lane SB N/A SB EB 2 Lane EB N/A EB WB 2 Lane WB N!A WB PM PEAK HOUR COUNTS TIME NB N8 NB SB SB SB EB EB EB WB WB WB TOTAL HOURLY PM L T R L T R L T R L T R VOLUME VOLUMES -------- - -- -- --- - - --- -- ------- -------- 4:00-4:15 z 0 -:i 72 :=4 0 54` -0 '- 0 _ 0 _=0 D . _0. Q '' 130 4:15-4:30 � 0 _ 55 3 1 46'. 0 0 '_ b : 0 0 0- 9:"� 105 4304:45 � 0 70 -4 ,4 ` 57 0 �_ 0 . 0 Q 9 �z 0 .. 132 4:45-5:00 0� ` �2 f 3� -U �'58 .Q 0 0 :0 `0 D: D___',� 115 482 5:00-5:15 1 0 48 �-B :1 �'36: 0 _� 0 ' -0 _D .0 0: 0 :_� 91 443 5:15-5:30 � 0 - 55 •T 0 A4- 0 - 0 0 -0 Q 4- 0 :: 100 438 5:30-5:45 � 4 � 58 -2 9 32- 0 0 9 0 "0 ' 0.- 0 .' 92 398 HOURLY FLOW DIAGRAM 5:45-6.00 ��_0 m.��!.r$ .-:.7 '_Q � 58= Q-':. 4 -_ � :.'_� i� _.-��'_ . 0_,-i 143 426 _ _ ------------ ----- ------- ------- -------- ------ -------- - ------- --------- --------- --- ----- --------- --------- 216 249 0 488 32 2 385 0 0 0 0 1 0 0 908 1 � PEAK HOUR TIME NB NB NB SB SB SB EB EB EB WB WB WB TOTAL 0 215 1 PM L T R L T R L T R L T R VOLUME � I I Ly 4:00-4:15 � Q r = "/2 A 0 54 9.:- 0 - 0 `0 0 0� 0 -j 130 0 �- 0 —� 'L- 0 �—1 4:15-4:30 � 0 = 55 = '3 ;1 _46- 0 '� 0 �` U -0 0 � R--. � 0: ;_i 105 0 � r- p 4:30-4:45 0 r v 70� �4 -;0 57 0 � 0 _� Q _p :�1 0- 0 ;- 132 0 � 0 --� � 1 � 17 4:45-5:00 � 0 = 52 5 0 5$'�0. = 0� '= 0 -'-0 °0 D= 0 �-, 115 4 I� -----•-- -- --- ---- - ---- ------- — -- — --------- � I 0 249 16 1 215 0 0 0 0 1 0 0 482 0 249 16 l t INTERSECTION PEAK HOUR 4:00-5:00 INTERSECTION PHF 0.91 216 265 INTERSECTION PEAK HOUR VOLUME 482 PEAK HOUR VOLUME NB 265 PHF NB 0.87 _, i . � PEAK HOUR VOLUME SB 216 PHF SB 0.93 �. -- ;�,,:w - - PEAK HOUR VOLUME EB 0 PHF EB #DIV/0! -' ` � ��, ' j � PEAK HOUR VOLUME WB 1 PHF WB 0.25 V ,� � �._. �� ,� ;`--� . _.- 1 2011 Peak Season Factor Category Report - Report Type: ALL , . Category: 1500 PINELLAS COUNTYWID� MOCF: 0.92 • Week Dates SF PSCF . 1 O1/01/2011 - 01/01/ZO11 1.06 1_15 2 01/02/2011 - O1/08/2011 1.05 1_14 3 Ol/09/2011 - O1/15/2011 1.04 1.12 4 Ol/16/2011 - O1/22/2011 1.0 1.09 5 O1/23/2011 - O1/29/2011 �0.99� 1.07 6 01/30/2011 - 02/OS/2011 0.97 1.05 * 7 02/06/2011 - 02/12/2011 0.95 1.03 * 8 02/13/2011 - 02/19/2011 0.93 1.01 * 9 02/20/2011 - 02/26/2011 0.92 1.00 *10 02/27/2011 - 03/OS/2011 0.91 0.98 *11 03/06/2011 - 03/12/2011 0_90 0.97 *12 03/13/2011 - 03/19/2011 0.90 0.97 *13 03/20/2011 - 03/26/2011 0.90 0.97 *14 03/27/2011 - 04/02/2011 0.91 0.98 *15 04/03/2011 - 04/09/2011 0.92 1.00 *16 04/10/2011 - 04/16/2011 0.93 1.01 *17 04/17/2011 - 04/23/2011 0.94 1.02 *18 04/24/2011 - 04/30/2011 0.95 1.03 *19 OS/01/2011 - OS/07/2011 0.96 1.04 „ 20 OS/OS/2011 - O5/14/2011 0.97 1.05 21 OS/15/2011 - OS/21/2011 0.99 1.07 22 O5/22/2011 - O5/28/2011 0.99 1.07 23 OS/29/2011 - 06/04/2011 0.99 1.07 24 06/OS/2011 - 06/11/2011 1.00 1.08 25 06/12/2011 - 06/18/2011 1.00 1.06 26 06/19/2011 - 06/25/2011 1.01 1.09 27 06/26/2011 - 07/02/2011 1.01 1.09 26 07/03/2011 - 07/09/2011 1.01 1.09 29 07/10/2011 - 07/16/2011 1.02 1.10 30 07/17/2011 - 07/23/2011 1.03 1_11 31 07/24/2011 - 07/30/2011 1.03 1.11 32 07/31/2011 - 08/06/2011 1.04 1.12 33 OB/07/2011 - 08/13/2011 1.05 1_14 34 OS/14/2011 - 08/20/2011 1.06 1.15 35 OB/21/2011 - OS/27/2011 1.06 ].15 � 36 UB/28/2011 - 09/03/2U11 1.07 1.16 37 09/04/2011 - 09/10/2011 1.07 1.16 • 38 09/11/2011 - 09/17/2011 1.08 1.17 39 09/18/2011 - 09/24/2011 1.07 1.16 40 09/25/2011 - 10/O1/2011 1.06 1.15 41 10/02/2011 - 10/08/2011 1.05 1.14 42 10/09/2011 - 10/15/2011 1.04, 1_12 43 10/16/2011 - 10/22/2011 1.04 1.12 44 10/23/2011 - 10/29/2011 1.05 1.14 45 10/30/2011 - 11/05/2011 1.05 1.14 46 11/06/2011 - 11/12/2011 1.05 1.14 47 11/13/2011 - 11/19/2011 1.05 1_14 48 T1/20/2011 - 11/26/2011 1.05 1_19 49 11/27/2011 - 12/03/2011 1.05 1.14 50 12/04/2011 - 12/10/2011 1_06 1.15 51 12/11/2011 - 12/17/2011 1.06 1.15 52 12/18/2011 - 12/24/2011 1.05 1.14 53 12/25/2011 - 12/31/2011 1.04 1.12 * Peak Season Page 1 of 2 HCS 2010 Signalized Intersection Results Summary �eneral Information Intersection Information �'"•`�"`' � t.`' gency GCC Duration, h 0.25 � i nalyst VT Analysis Date 1/24/2013 Area Type Other '- � urisdiction Clearwater Time Period PM PHF �•96 � s �tersection Mandalay/Bay Esplanade Analysis Year 2013 Analysis Period 1>4:00 �, r ile Name MNDBAYX.xus roject Description PM Peak Hour Existing 2013 � i r¢� i�� iemand Information EB WB NB SB ,pproach Movement L T R L T R L T R L T R �emand(v),veh/h 6 2 30 26 1 4 59 275 29 1 219 13 tignal Information , ;ycle, s 100.0 Reference Phase 2 � �• , z s � a )ffset, s 0 Reference Point End Green 75.0 15.0 0.0 0.0 0.0 0.0 1 Jncoordinated Yes Simult. Gap E/W On Yellow 4.0 4.0 0.0 0.0 0.0 0.0 �� orce Mode Fixed Simult.Gap N/S On Red 1.0 1.0 0.0 0.0 0.0 0.0 6 6 � e "imer Results EBL EBT WBL WBT NBL NBT SBL SBT �ssigned Phase 4 8 2 6 ;ase Number � 8.0 8.0 6.0 $•� 'hase Duration, s 20.0 20.0 80.0 80.0 ;hange Period, (Y+R�), s 5.0 5.0 5.0 5.0 Jlax Allow Headway(MAH), s 3.2 3.2 3.1 3.1 �ueue Clearance Time(gs), s 4.1 3.5 7.3 5.7 3reen Extension Time(ge), s 0.1 0.1 1.2 �•2 �hase Call Probability 1.00 1.00 1.00 1.00 Vlax Out Probability 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate (v),veh/h 40 32 61 317 243 Adjusted Saturation Flow Rate(s),veh/h/In 1629 1497 1156 1868 1880 Queue Service Time(gs), s 0.0 0.0 1.6 5.1 0.0 Cycle Queue C►earance Time(g�), s 2.1 1.5 5.3 5.1 3.7 Capacity(c),veh/h 286 291 896 1401 1446 Volume-to-Capacity Ratio(X) 0.138 0.111 0.069 0.226 0.168 Available Capacity(ca),veh/h 286 291 896 1401 1446 Back of Queue(Q),veh/In (50th percentile) 0.8 0.7 0.3 1.5 1.1 Overtlow Queue(Qs),veh/In 0.0 0.0 0.0 0.0 0.0 Queue Storage Ratio(RQ)(50th percentile) 0.00 0.00 0.00 0.00 0.00 Uniform Delay(d,), s/veh 37.0 36.8 4.4 3.8 3.6 Incremental Delay(dz), s/veh 0.1 0.1 0.0 0.0 0.0 Initial Queue Delay(ds), s/veh 0.0 0.0 0.0 0.0 0.0 Control Delay(d), s/veh 37.1 36.8 4.4 3.8 3.6 Level of Service(LOS) D D A A A Approach Delay,s/veh/LOS 37.1 D 36.8 D 3.9 A 3.6 A Intersection Delay, s/veh/LOS 72 A Multimodal Results EB WB NB SB ,Pedestrian LOS Score/LOS 2.3 B 2.1 B 2.0 B 2.0 B Bicycle LOS Score/LOS 0.6 A 0.5 A 1.1 A 0.9 A Copyright0 2013 Universiry of Florida,All Rights Reserved. HCS 2010T""Streets Version 6.41 Generated:1f2412013 9:00:18 AM Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMI�IARY eneral Information Site Information nal st VT Intersection Royal Way and Manda/ay ve enc /Co. GCC urisdiction Clearvvater Date Pertormed 1/25/2013 Anal sis Year 2013 Anal sis Time Period Existin PM Pro'ect Descri tion 13-005 Ba Es lanade East/West Street: Ro al Way North/South Street: Mandala Ave Intersection Orientation: North-South Stud Period hrs : 0.25 ehicle Volumes and Ad'ustments Ma'or Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R olume veh/h 247 16 1 213 Peak-Hour Factor, PHF 1.00 0.91 0.91 0.91 0.91 1.00 Hourly Flow Rate, HFR � 271 17 1 234 0 venrn' Percent Heavy Vehicles 0 -- -- 0 — -- Median Type Undivided RT Channelized � � Lanes 0 1 0 1 1 0 Configuration TR L T U stream Si nal 0 � Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R olume veh/h 1 0 Peak-Hour Factor, PHF 1.00 1.00 1.00 0.91 1.00 0.91 Hourly Flow Rate, HFR � 0 0 1 0 0 veh/h Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade(%) 0 � Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Confi uration LR Dela ,Queue Len th,and Level of Service pproach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LR (vehJh) 1 1 C(m)(veh/h) 1286 523 lc 0.00 0.00 95%queue length 0.00 0.01 Control Delay(s/veh) 7.8 11.9 LOS A 8 pproach Delay(s/veh) -- -- 11.9 pproach LOS -- -- 8 Copyright�2010 University of Florida,All Rights Reserved HCS+TM Version 5.6 Generated: 1/25/2013 9:15 AM file:///C:/Users/vtoma/AppData/LocaUTemp/u2kDE54.tmp 1/25/2013 Generalized PeBk HOUi'TWO-1Mey Volumes for Florida's TABLE 4 Urbanized Areas1 iz/is/iz � s � � e � STAT'E SIGNALIZED ARTERIALS FREEWAYS Lanes B C D E Class I(40 mph or higher posted speed limit) 4 4,120 5,540 6,700 7,190 Lanes Median B C D E 6 6,130 8,370 10,060 11,100 2 Undivided * 1,510 1,600 ** g 8,230 11,100 13,390 1�,010 4 Divided * 3,420 3,580 ** 10 10,330 14,040 16,840 18,930 6 Divided '* 5,250 5,390 ** 12 14.450 18,880 22,030 22,860 8 Divided * 7,090 7,210 ** � Class II(35 mph or siower posted speed limit) Freeway Adjustments Lanes Median B C D E Auxiliary Lanes R�P 2 Undivided * 660 1 330 1 410 Present in Bcth Directions Metering --' ' +1;800 +5% 4 Divided * 1,310 !2,920' 3,040 6 Divided * 2,090 4,500 4,590 8 Divided * 2,880 6,060 6,130 - r5. ') fi-;"1(� .v A ,'./ .Y ,�,,....'i -' 1 a- Non-State Signalized Roadway Adjustments (Alter corresponding state volumes by the indicated percent.) Non-State Sib alized Roadways -10% �'�`��'J '�-'{L_i> lli�C: 7(_^" Median&Turn Lane Adjustments ��TERRUPTEI2 FLOW HIGHWAYS Exclusive Exclusive Adjustinent Lanes Median B C D E Lanes Median Left Lanes Right Lanes Factors 2 Divided Yes No +5% 2 Undivided 770 1,530 2,170 2,990 2 Undivided No No -20% 4 Divided 3,300 4,660 5,900 6,530 Multi Undivided Yes No -5% 6 Divided 4,950 6,990 8,840 9,790 Multi Undivided No No -25% _ _ - Yes +5% Uninterrupted Flow Highway Adjustments Lanes Median Exclusive left lanes Adjustment factors One-Way Facility Adjustment 2 Divided Yes +5% Multiply the coaesponding two-directional Multi Undivided Yes -5% volumes in this table by 0.6 Multi Undi`�ided No -25% BI�(,L�i MoD�iZ -�Valuesshownaiepreserrtedaspeakliourhvawayvolumesforlevelsofserv�ceand: (Multiply motorized vehicle volumes shown below by number of aze for the auromoDile/mickmodrs iinlcss specif'�cally stated�This rable does not conshtute a stapdard and sl�ould be used only for general pla�mg app�catwns The;- direcrional roadway lanes to determine two-way maximum service couiputer models from which tivs table ss denved`should be used foc more speci6c volumes.) plaunmg applicerions.Tha tahle and denvmg computer models slw'uld noi be used for _ PavedShoulderBicycle oo�;aoror��s�r�onaes�g�;wh�grereYm�techniquesexisiCakulat�onsaze . .._ ,-based on planning epplications of the Hi hwa C ac Manual and the Tzansd LaneCoverage B C D E Capacayand.Qua7ityofServ�ceManual �'49% * 26� 6g� 1,770 '-Levelofservice fortliebicyck and pedesman inodes intl�is table is based onnumber 50-84% 190 600 1,770 >1,770 ofi�torizedvelilcles,nofnumberoftiicyclistsorpedestriansus�gthefaciliry. 85-100% 830 1770 >1,770 ** '- : ` ' 3 Buss per hour sh�wn are onty for die peak lnur in tlu single d�ctionof the l�igl�er uaffic PEDESTRiAN AZODEZ °o`" (Multiply motorized vehicle volumes shown below by number of • Cannot be aclrieved using table i�irt value defaults. directional roadway lanes to detennine two-way maximum service ". ` - volumes.) **.Not applicable 4or tl�at level of serv�ce letter grade.For tUe automobila uwde, volumes greater tlun level of service D become F because iatersection capacities l�aye , Sidewalk Coverage B C D E beenreached.For1l�e bicycle mode,tl}e levelofservice letter grade(we]udmgF)is not: 0-49% * * 25Q gSO achievable because tl�ere is no maximum vel�icle volume threshold using table input; value defaults. 50-84% * 150 780 1,420 85-100% 340 960 1,560 >1,770 - BUS MODE (Scheduled Fixed Route)3 - _ (Buses in peak hour in peak direction) _ - Source = Sidewalk Coverage B C D E Flonda Departinent ofTranspottation �-g4% >5 >4 >; >2 Systecns PlaaningOffice�j ;' j '. - � �4 �3 �2 � 1 wwivdotstate-fLus/planninJsvstems/sm/los%defaukslum 85-100/o _ - - '-�- 2012 FDOT QUALITY/LEVEL OF SERVICE HANDBOOK TABLES �- Hotel �'� (310) Average Vehicle Trip Ends vs: Rooms ,., . On a: Weekday Number of Studies: 10 Average Number of Rooms: 476 Directional Distribution: 50% entering, 50% exiting Trip Generation per Room �:`'`: Average Rate Range of Rates Standard Deviation ;.., �`'�: 8.17 3.47 - 9.58 3.38 1`:;' �,. �, .. I. ;:` � Data Plot and Equation ;: . j �� i s,000 , , . , , x � . . , . . . , . , , , . , . . , . , , , . , 17,000 - ' - �. . . . : . . . .•. . . - ' - -'- - - -' � - � ' - -'- - -' - - � ' ' - � - - - - - � -, - � , ;t , . , , . ,- - - - ' 16,000 " " - - � -. - - - - � - - - - ; - - � �•- - �.� . . . . . . . ... . . ... . . .. . � - : - - - - - - - ; . ; 1,,- 15,000 . . . .. . . .:. . . . . . . . ... . . . . . . �. . . .,. . _ . . . - - �;- - � ; - - - -�- - - - � . . . .,. . . .; . . ' - - a'�' 14,000 • � . � - .- , - - , - - -, � � . - � - , - � , - - . � , � � : - - , - � - - - - ,- - - 14:. . . . . � . � . � . . . � . � , • . �'. . 1;':" 13,000 � ' - - � -,- • � - � -,- - - � - - -,� - - - ; - - -;- - - �. . . . . - � , - � : . . _ . . . . .,- - - -,- - 1_ N . , . , , , , , � : � 12,000 - - - - � - � - - - - - - - - � � - - � - - - - - � - � . . - - - i�'� . . , . . . . . . . . . . , , . �:i� w . . � . � , , ; i�„.• Q- 11,000 - - ,- , � .- - - - . , . . . - - , - - . - � . - - . - : - - . � - - ; - - ; � #`=` 1- ; ; : . : ; . : : : : . . i:�:_ U 10,000 - - - - - - - � - ; - � - - - - � . . . . . ... . . . . . . . ... . . . . . .;- � .' . . . . - �; - �- - - ,- - � , �,'�: j 9,000 - . � ,- - . - � - . - - . - . - - - - . . . . - . � - . - , - . ; {r;-: . , . , , , ,.::; �, , - - - � � -�- - � - -� - .,. - - - � - - - � - - - . . - - - �- - - � � - - - -� . . .: . . . :. . . ... . . t:: a, s,000 - - -� - -� , , . , , �r�� _ _ . - - � - = - -� � - - - - - - - . -� - - - - ; . . ;- - -; . . � ,,. > >.000 , , , 1�:�=: Q ��:: n s,000 - - .- � � . . - � - . - ,- - - - . - . - , - - � : - ; - - - - ��:� � . ; ', ; : ; `.. ��- 5,000 - � -;- - - - - -,- � - - - -;- - - � - � - - - - - -� - . . . . . . - : . . -;. - . . . . . �� , . , . , , , �.-. , fir 4,000 '- . . . : . . . - - ' - � � � - ' - - . - - - ,- �; ; : �i:?' 3�000 - - - - -- ; . . - -.. . - � - - - - � . . . . : . . . . . . . . . . ... . � - • - ; - • � - -; ,- I'��= X� ' , . . , t�:. 2,000 _ " , " - - -,- - . , - . :,�;. �. . . . �'r`:' 1,000 � - - -X � , - � -, - . - . . . . - , - - - - . . . . - - - -, - - . - - . � . . . , . . ;ti:� . , . , . , , I��+ . . , , , 1,::` p I:t''. r� 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 i.': X=Number of Rooms �u X Fitted Curve ------ Avera e Rate Actual Data Points 9 Fitted Curve Equation: T=8.95(X)-373.16 R2=0.98 Trip Generation,9th Edition • Institute of Transportation Engineers 613 t: .,'t,',,- � . . HOte� �'ttt-�-.��',� ;:, (310) :��;,: " Average Vehicle Trip Ends vs: Rooms :��:;�` �:� ' On a: Weekday, .i;'-:;,�' P.M. Peak Hour of Generator 'Y::' �;;,,i �'.i!' �'��.1.��: . '-;�� Number of Studies: 35 _ Average Number of Rooms: 294 :,.� Directional Distribution: 58% entering, 42% exiting �, � Trip Generation per Room �i:��4��,. ,�,�LY`-'� Average Rate Range of Rates Standard Deviation .. F':'` 0.61 0.20 - 1.23 0.81 �: ,__.:_. Data Piot and Equation �.:..: ;::',; soo ;41^,.. . . . . . 1•:.�"':. , . . . X , t�*:k�. . . . . , i�;„' . . , � a'�'��: 500 - - - ' - - ' - - ' - '- - - - . . ' - - � . . . . .:. . . . . . . . . ' � ; - - - - - ' �;;% : ; i'.:r' , . . , . it� , � . ��`;.. N . . . � � �`�� c 400 — - � . . . . . . . . . . . . . . � - -,- - - - - � � - - , - - � - � , - - - - - - � - - w , f .o- r , , , �)�;�: F— , , ' 4:s...;...� N . . . . , �X �1�::,. V ; ; . . � � � �X � X X'�� r.,.{;',.. � 300 - - - - � � - � - - - � , - - - - - . - - - . . .�. . - � - - - - - ,.y � . 'X '�`i.' � ; X X ��5�;i; , /X X . �t'.`';: Q X X—' 'r�,a�:c � 200 - - - . . _ _ . . . . . X',. . . . . - - - "- X. . ,_ . . . . - : - - - atr,.,::` X X �i;y'' X �', �?� X X'�: �;;:.��` 100 � � - X- � �-'. . ... . . . . . . . . . - - - _ . . . . � • - - . _ . . . . �i�;;`' ,k X. � X ��d.:1i'-.�� X' , , . , �?�;;': X X X r�i'!:.. X . . . . . ��;_ O . , . . , ��`''"' 0 1�0 200 300 400 500 600 ��(. ,"�f�,;:; X=Number of Rooms �:��: �;: X Actual Data Points -----� Average Rate �:?�,. `�'; Fitted Curve Equation: Not Given R2_**** .�° ji:, -�'�� Trip Generation,9th Edition • Institute of Transportation Engineers 617 `R` , � . . ' Hotel . (310) '! Average Vehicle Trip Ends vs: Rooms On a: Weekday, Peak Hour of Adjacent Street Traffic, ' One Hour �etween 4 and 6 p.m. � Number of Studies: 33 Average Number of Rooms: 200 Directional Distribution: 51% entering, 49% exiting Trip Generation per Room Average Rate Range of Rates Standard Deviation 0.60 0.21 - 1.06 _-_ _ _ 0.81 Data Plot and Equation 500 , . . • ; : , � X 400 ' - � - - - � - - � - � - -'� - - - - - - - - - - � - � -'- - - - - - - - - - - - -'- - - � - - � � � '- - - � - � - - - - - � � . ; W ; : . X , �- - - � - - - - - � - - - - - - - - � � - - - - - - � - - - � - � 300 � - - - � - - - - ; - • - - - - - - - - - - ; ; � ; ; ; U , �' � ; . X }{,, � ; . , � , , X � . . . . . . . . . . . . . . . . . a� 200 - . . - - - � - - - - , - - - - � � - - - - � - . - - . . . . . . . - � - - ; Q X, II : . X , � . . � . ; X 100 ' - - - - - - -•�X X- - X - ��"��/.;.X . . . . . . - - - � - -•- - - - - - - - - - . _ . . - - : �� XX , . k ; X ,'X X X X�� X X ; 0 0 100 200 300 400 500 X=Number of Rooms X Actual Data Points -----' Average Rate Fitted Curve Equation: Not Given R2='"`*" Trip Generation,9th Edition � Institute of Transportation Engineers 615 I HCS 2010 Signalized Intersection Results Summary ' Intersection Information �"`''''"�i k`� �eneral Information ,gency GCC Duration, h 0.25 � t ,nalyst VT Analysis Date 1/24/2013 Area Type Other � � urisdiction Clearwater Time Period PM PHF 0.96 � � itersection Mandalay/Bay Esplanade Analysis Year 2015 Analysis Period 1>4:00 � r �ile Name MNDBAYWP.xus 'roject Description PM Peak Hour Future 2013 � �+:f-t-r r r )emand Information EB � NB SB �pproach Movement L T R L T R L T R L T R )emand(v),veh/h 6 2 30 26 1 4 59 308 29 1 252 13 >ignal lnformation �, ;ycle, s 100.0 Reference Phase 2 �,. . � _ ' 2 5� 4 �ffset, s 0 Reference Point End Green 75.0 15.0 0.0 0.0 0.0 0.0 1 Jncoordinated Yes Simult.Gap E/W On Yellow 4.0 4.0 0.0 0.0 0.0 0.0 ��p =orce Mode Fixed Simult.Gap N/S On Red 1.0 1.0 0.0 0.0 0.0 0.0 6 6 ' e fimer Results EBL EBT WBL WBT NBL NBT SBL SBT assigned Phase 4 8 2 6 :,ase Number $•� $�� 6'0 $�� hase Duration, s 20.0 20.0 80.0 80.0 �hange Period, (Y+R�), s 5.0 5.0 5.0 5.0 Vlax Allow Headway(MAH), s 32 3.2 3.1 3.1 �ueue Clearance Time(gs), s 4.1 3.5 8.0 6.3 3reen Extension Time(ge), s 0.1 0.1 1.3 1.3 Phase Call Probability 1.00 1.00 1.00 1.00 Max Out Probability 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate (v),veh/h 40 32 61 351 277 Adjusted Saturation Flow Rate(s),veh/h/In 1629 1497 1121 1871 1883 Queue Service Time(g5), s 0.0 0.0 1.7 5,8�. . 0.0 Cycle Queue Clearance Time(g�), s 2.1 1.5 6.0 5.8 4.3 Capacity(c),veh/h 286 291 864 1403 1448 Volume-to-Capacity Ratio(X) 0.138 0.111 0.071 0.250 0.191 Available Capacity(ca),veh/h 286 291 864 1403 1448 Back of Queue (Q),veh/In (50th percentile) 0.8 0.7 0.3 1.7 1.2 Overflow Queue(Qs),veh/In 0.0 0.0 0.0 0.0 0.0 Queue Storage Ratio (RQ) (50th percentile) 0.00 0.00 0.00 0.00 0.00 Uniform Delay(d�), s/veh 37.0 36.8 4.5 3.8 3.7 Incremental Delay(d2), s/veh 0.1 0.1 0.0 0.0 0.0 Initial Queue Delay(ds), s/veh 0.0 0.0 0.0 0.0 0.0 Control Delay(d), s/veh 37.1 36.8 4.6 3.9 3.7 Level of Service(LOS) D D A A A Approach Delay,s/veh/LOS 37.1 D 36.8 D 4.0 A 3.7 A � Intersection Delay, s/veh/LOS 7.0 A Multimodal Results EB WB NB SB Pedestrian LOS Score/LOS 2.3 B 2.1 B 2.0 B 2.0 B Bicycle LOS Score/LOS 0.6 A 0.5 A 1.2 A 0.9 A Copyright O 2013 University of Florida,All Rights Reserved. HCS 2010'TM Streets Version 6.41 Generated:1/25/2013 1:34:00 PM _ _ Two-Way Stop Control Page 1 of 1 . . • TWO-WAY STOP CONTROL SUMMARY General Information Site Information Royal Way and Mandalay nal st VT Intersection ve enc /Co. GCC Jurisdiction Clearwater Date Performed 1/25/2013 Anal sis Year 2015 Anal sis Time Period Future PM Pro'ect Descri tion 13-005 Ba Es lanade East/West Street: Ro al Wa North/South Street: Manda/ay Ave Intersection Orientation: North-South Stud Period hrs : 0.25 ehicle Volumes and Ad'ustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R olume veh/h 252 44 4 219 Peak-Hour Factor, PHF 1.00 0.91 0.91 0.91 0.91 1.00 Hourly Flow Rate, HFR � 276 48 4 240 0 ...L.!M\ 1/CI 1/I I Percent Hea Vehicles 0 — — 0 � � Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 1 1 0 Configuration TR L T U stream Si nal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R olume veh/h 2$ 3 Peak-Hour Factor, PHF 1.00 1.00 1.00 0.91 1.00 0.91 Hourly Flow Rate, HFR 0 0 0 30 0 3 veh/h Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade(%) � � Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Confi uration LR Dela ,Queue Len th,and Level of Service pproach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LR (veh/h) 4 33 C (m) (veh/h) 1247 514 /� 0.00 0.06 95%queue length 0.01 0.21 Control Delay(s/veh) 7.9 12.5 LOS A 8 pproach Delay(s/veh) -- -- 12.5 pproach LOS -- -- 8 Copyright O 2010 University of Florida,All Rights Reserved HCS+rM Version 5.6 Generated: 1l25/2013 1:33 PM file:///C:/Users/vtoma/AppData/LocaUTemp/u2k6C4E.tmp 1/25/2013 Two-Way Stop Control Page 1 of 1 � � . . TWO-WAY STOP CONTROL SUMMARY General Information Site Information Bay Esplanade and nal st VT Intersection Drivewa enc /Co. GCC Jurisdiction Clearwater Date PerFormed 1/25/2013 Anal sis Year 2015 Anal sis Time Period Future PM Pro'ect Descri tion 13-005 Ba Es lanade East/West Street: Ba Esplanade North/South Street: Drivewa Intersection Orientation: East-West Stud Period hrs : 0.25 ehicle Volumes and Ad'ustments Ma'or Street Eastbound Westbound Movement � 2 3 4 5 6 L T R L T R olume veh/h 31 5 � 5 � Peak-Hour Factor, PHF 0.91 0.91 1.00 1.00 0.91 1.00 Houdy Flow Rate, HFR �a � n n 5 0 veh/h Percent Heavy Vehicles 0 — — 0 � ^ Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 1 1 1 Configuration LT L T R U stream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R olume veh/h 30 Peak-Hour Factor, PHF 1.00 1.00 1.00 ?.00 1.00 0.91 Hourly Flow Rate, HFR p 0 0 0 0 32 veh/h Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade(%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 1 Confi uration R Dela , Queue Len th,and Level of Service pproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT L- R (veh/h) 34 � 32 C(m) (veh/h) 1630 1630 1084 /� 0.02 0.00 0.03 95% queue length 0.06 0.00 0.09 Controi Delay(s/veh) 7.3 7.2 8.4 LOS A A A pproach Delay(s/veh) -- -- 8.4 pproach LOS -- -- A Copyright�O 2010 University of Florida,All Rights Reserved HCS+rM Version 5.6 Generated: 1I25I2013 1:38 PM fi1P•///(''•/T TcPrc/vtnma/AnnT�ata/T.ncal/Temnh�2k9C;FF.tmt� 1/25/2013 , � DeNunzio Hotel City of Clearwater, Fiorida January 2013 DRAINAGE CALCULATIONS Prepared for: Bay Esplanade Project 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#651-01 _ __ _ _ DeNunzio Hotel Water Quality Volume/Stage Summary ELEV. ' AREA CUMUL. G�NTRIBUTI'NG AREA(1/2" RUNOFF) {?.9? i VOLUME GO'NTRIBUTING OFF-SITE AREA (acre) O.!){) ;;(ft) ; (Acres) (ac-ft), (RUNOFF`FROM''1" RAtNFALL)! 4.50 0 0-t I 0.000 WA7ER QUALITY 5.50 0.041 0.041 VOLUME (ac-ft) O.04f� � 6.50 0.041 0.082 7.50 0.041 0.123 WATER QUALITY 8 50 0 041 0.164 ELEVATION (ft) 5.47 9.50 0.041 0.205 10.00 0 041 0.226 Stage vs. Storage 10.00 9.00 8.00 7.00 � 6.00 —�Stage vs. Storage � 5.00 `� 4.00 Treatment Volume � s 3.00 2.00 � 1.00 0.00 0.000 0.050 0.100 0.150 0.200 0.250 Storage(ac-ft) Drainage Calcs2 DeNunzio Hotel DRAWDOWN WORKSHEET FOR UNDERDRAIN WATER QUALITY ELEVATION = - -��FT NAVD BOTTOM OF POND ELEVATION = ?50 FT NAVD WATER VOL AT QUALITY ELEV = 1725 CF UNDERDRAIN CENTERLINE ELEV = 3 75 FT NAVD TOTAL HEAD = 1.72 FT INCREMENTAL HEAD STEP = G 1 FT #STEPS TO BOP = 9.7 STEPS #STEPS TO ZERO HEAD = 17 STEPS INCREMENTAL VOL = 178 CF FLOW LENGTH THROUGH FILTER MEDIA = 2 FT HYDRAULIC CONDUCTIVITY(K) = 5 FT/HR UNIT PIPE LENGTH(L) = 1 FT ACTUAL PIPE LENGTH = 25.0 FEET ACTUAL DRAWDOWN TIME = 18.9 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. 7 2 S 6 S 6 7 8 9 10 tt 12 ,, E H h V v i i A � Q t T: EkvaUon Tofal Ina. Tofal Iner. FiltraHon Hydraulic Ana Flow Ave Incr. Total Hmd Haad Volume Vokana Lengtl� Ondiant Fbw Time TM�a le w�w) IRI In1 In"9Y In''�i Im In'�I In"� ln'�1 Ihd 1�1 5.470 1.720 1725.0 2.00 0.860 31.3 134.38 0.0 0.100 177.8 130.47 1.4 5.370 1.620 15472 2.00 0.810 31.3 126.56 1.4 0.100 177.8 172.6G 1.< 5270 1.520 1369.3 2.00 0.760 31.3 11875 � 2.8 0.100 177.8 11{.84 1.5 5.170 1.420 1191.5 2.00 0.710 31.3 110.94 4.4 0.100 177.8 107.03 7] ! 5.070 1.320 1013.7 2.00 0.660 31.3 103.13 6A . 0.100 177.8 9922 1.8 �. 4.970 1220 835.8 2.00 0.610 31.3 95.31 7.6 �I 0.100 777.8 91.41 1.9 4.870 1.120 658.0 2.00 0.560 71.3 87.50 9.8 '�� 0.100 177.8 83.59 2.1 4.770 1.020 4802 2.00 0.510 31.3 79.69 11.9 0.100 177.8 15.78 2.3 4.670 0.920 302.3 2.00 0.460 31.3 71.88 142 0.100 177.8 67.97 2.6 4.570 0.820 124.5 2.00 0.410 31.3 64.06 76.9 0.070 124.5 61.33 2.0 4.500 0.750 0.0 2.00 0.375 31.3 58.59 18.9 0.000 0.0 58.59 0.0 4.500 0.750 0.0 2.00 0.375 31.3 58.59 18.9 � 0.000 0.0 58.59 OA �. 4.500 0.750 OD 2.00 0.375 37.3 58.59 � 18.9 �� 0.000 OA � 58.59 0.0 4.500 0.750 0.0 2.00 0.375 31.3 58.59 18.9 0.000 0.0 58.59 0.0 4.500 0.750 0.0 2.00 0.375 31.3 58.59 18.9 0.000 0.0 58.59 0.0 4.500 0.750 0.0 2.00 0375 31.3 58.59 18.9 � 0.000 0.0 58.59 0.0 . 4.500 0750 0.0 2.00 0.375 31.3 58.59 18.9 0.000 0.0 58.59 0.0 4.500 0.750 0.0 2.00 0.375 31.3 58.59 18.9 0.000 0.0 58.59 0.0 4.500 0.750 0.0 2.00 0.375 31.3 58.59 18.9 0.000 0.0 58.59 0.0 4.500 0.750 0.0 2.00 0.375 31.3 58.59 78.9 0.000 0.0 58.59 0.0 4.500 0.750 0.0 2.00 0.375 313 58.59 18.9 0.000 0.0 58.59 0.0 4.500 0.750 0.0 2.00 0.375 31.3 58.59 18.9 0.000 0.0 58.59 0.0 4.500 0.750 0.0 2.00 0.375 31.3 58.59 18.9 0.000 0.0 58.59 0.0 4.500 0.750 0.0 2.00 0.375 37.3 58.59 18.9 Undr6n DeNunzio Hotel MODIFIED RATIONAL METHOD *50 year storm event *zone 6 Overland Flow = 60 minutes Curb Flow = 0 minutes Time of Concentration= 60 minutes PREDEVELOPMENT CONDITIONS Historical Peak Disharge--------> Q =C ' I *A WEIGHTED"C" FACTOR= 0.22 INTENSITY(in/hr) = 4.1 in/hr AREA(acres) = 0.95 acres 0.86 cfs PROPOSED CONDITIONS "C"factor Impervious = 0.63 acres " 0.95 = 0.599 Rock = 0.00 acres " 0.65 = 0.000 Pond = 0.04 acres " 1.00 = 0.040 Open Space = 0.28 acres " 0.22 = 0.062 0.95 acres WEIGHTED"C"= 0.737 PEAK STORM RELEASE RAINFALL INTENSITY FLOW RUNOFF FLOW REQUIRED DURATION I Q=CIA VOLUME VOLUME STORAGE min sec in\hr cfs c c c ac ft 60 3600 4.1 2.89 10406 3106 7299 0.168 <- Drainage Calcs2 , � DeNunzio Hotel Volume/Stage Summary ELEV. AREA CUMUL. CONTRIBUTING AREA 0.95 VOLUME OFF-SITE CONTRIBUTING AREA (acre) 0.00 (ft) (Acres) (ac-ft) 4.50 0.041 0.000 50 YR VOLUME PLUS 5.50 0.041 0.041 WATER QUALITY VOLUME (ac-ft) 0.207 6.50 0.041 0.082 7.50 0.041 0.123 50 YR 8.50 0.041 0.164 POND (ft) 9.55 ' 9.50 0.041 0.205 ELEVATION 10 00 0.041 0.226 Stage vs. Storage 12.00 ______—.— --.--- ____--- ------ -_._.._.—._� i 10.00 8.00 � —�—Stage vs. Storage � 6.00 - -- - � Design High Water(25-YR) N 4.00 2.00 � 0.00 0.000 0.050 0.100 0.150 0.200 0.250 Storage(ac-ft) , - l73'I[IC2 La�;;U�dt10113 VERTICAL CiRCULAR ORIFICE FLO'vV Q=C a(2 g h)� a Diameter(d)= 4.06 Inches �u Orifice Area(a)= 0.0900 Sq.Ft. h C Value= 0.60 Coefficient of discharge �------ �d ORIFICE FLOW AT DHW Orifice DHW Or�ce Head Q Ft. Centerline Ft. s rt 2 h 0.86 9.55 5.64 3.91 15.87 i 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'�544-7532 I�NFILTR�4TI4N RAT'E UF SU��S IN FIELD USIN�DOUBL�E lt.�N�INFI�TROM�TER 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 pI-I: •= INNER RING READINGS SOIL PROFILE Depth CLASSIFICATION In feet. (EXISTINGSURFACE APPROX.ELEV.) 24.0 , ' I Very Dk.Grayish Brown SAND w/Roots, 23.0 :....................:....................;...................:..................;............... �,6„ <..... i.... .....a..... ;..... _;..... _..1..... _.; N Shell&Few Concrete Pieces lOYR 3/2 F Light Gray SAND w/Shell& 22.0 :.................._..........._.......;....................:.............. _.. _ .......... Shell Fra ments Concrete Pieces :.... :..... :.... ;..... ; I L g � ; ; ; 2,5„ 21.0 _:....................:.....................:...................:....................:.................._:_.............. _ :..... .....:..... ;..... :..... ;..... ; T in Upper 1') 2.SY 7/1 � ' R White SAND w/Shell Fragments ; 3,4„ 20.0 _:........._._._...:....................:...................:.........................................:................ _ .......... _. _.; A ; ; ; _:..... .....:..... ;..... 2.SY 8/1 T Light Gray SAND w/Shell 19.0 _;....................:.................._;....................;...................;...................:................ Fragme Gray Silt :..... ..._;..... ;.... � ' ; ; ; ; O 5,2» ;..... nts&DaY 7/1 18.0 _...................._................_._.....___.......,....................;....................!............. _ .......... __ Very DkLBrown Fiberous Root&Dk. ; �• + ; N ' S' 10" Gra Silt lOYR 2/2 lOYR 4/1 17.0 _..........._.:.................._;...._�._�_�......_.....l...�....�_i.............__._.............. _ ....._... _ ._..........; R Gray Silty SAND w/Shell Frag. ; 6,4„ 16.0 :....................:....................�...................:...................;....................:....................;............. _ ........... _ .......... '..... :..... ;..... ; A &Fiberous Roots lOYR 5/1 , T 15.0 :....................:.................._:..................:.................a....................:............... _ .......... E 14.0 INCH .5 1 2 3 4 5 6 PER Elapsed Time (Hours) HOUR INFILTRATION RATE = 16.9 INCHES/HR. Hole Terminated at 76" __._.__......_...._.............. � Ground level " _........., Respectfully Submitted, _... TEST Depth 1'-0" 12° Inner 1�8" lia° 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 witt�sut written permission of the Client or GCTL. GULF COAST TESTING LABORATORY, INC. 5745 PARK BOULEVARD PINELLAS PARK,FL 33781 CONSTRUCTION MATERIALS ENGINEERING COUNCIL CERTIFIED CERTlFlACTE ofAUTHORIZATION#00002370 PHONE:(72'n 544-4080 FAX: (72'n 544-7532 INF��'RATION RATE OF SOILS�N FIELD IISING➢OUBLE RI1VG INFI�TR4METER CLIENT: The DeNunzio Group LAB NO: 19476 PROJECT:650 and 669 Bay Esplanade,Clearwater,Florida DATE REPORTED: 1/16/13 DATE TESTED: 1/16/13 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: •= INNER RING READINGS SOIL PROFILE Depth CLASSIFICATION 24.0 I in feet. (E�s�rAre s�ncE nrrxox.ELev.� ` i..............._................................... an ......................... , , ;..... ;..... 1>2�, :.... �..... >..... _;..... 23.0 i..... ; N Brown sl Clayey S d&Clay Nodules&Shell Fragments lOYR 5/3 F Light Gray SAND w/Shell 22.0 _:.................._...................._.................._'............... _ ..._._.. 1' 11" Fra ments lOYR 7/1 ;..... _..... :..... :..... . ; I :....................:....................:................._:...................:............... g 21.0 f ,..... ,..... ...... 2,4„ Shell Fr gm nt D YR el�& ..... :..... _;..... L _; T � ; R 20.0 ;....................:...................:....................;..................:............... _ .......... : A _;..... wn AND w/Shell Ve Pale Bro S _..... •_r_��._�...l... ... ... ....................;.............. __.... _........ 3,3„ &Shell Fra ments lOYR 8/2 ;........... ;........... 19.0 ; ; ; �� ' " � I V o &Shell ; ; ; Pale ;..... 18.0 :.................._:........_........_:..._._.........._..........._._...;..................;.................._:................._.._........_...._;.........._._ 4, 1,> BO R 8/2 D _:..... :..... ry ! � e N 17.0 _;..................:...................:...................:..... ..........:...................;............... 6>2» G y and&Shell&Shell agments €..... ; ;..... :.... ;..... ;..... ; R ra S fr 16.0 :....................i.................._:...................:...................;............... _ ........... :..... ;..... :..... ;..... ' ; ' ; ! ; lOYR 5/1 :..... _; T � 15.0 ; _ �.. � ......... . :...... ., :...... ... E , � �` 14.0 � INCH .5 1 2 3 4 5 6 PER Elapsed Time (Hours) HOUR INFILTRATION RATE = 18.8 INCHES/HR. Hole Terminated at 73" _-_ ....._...................._........... .... _....................... l Ground levei -::::::::'............. Respectfully Submitted, 1 TEST Depth � 1'-0" 12" in�e� i�s" iia^ ring � below Existin de _..........._....._..........� . 6 wacer R.Gunasekaran,P.E. � " 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. -�''-3+=.,.:. p �� ,� �4 �`- _ �, t .^� "� -�^' �.; �' ;, ``� ' ` . � �y�' �' � . .-`.l� ��`i?�?�1� �. �.-�. w' �� ``'. �� .�� ' � .c � �+..: �.+- t ; i t � 2 ^. -p. 'e L R ��.. � •,� g 4C�vi !,k � �� . .r _ . �j`V M :Y '.� -. I S-c- t` ��.g,y � t � � �y�l rl}� „r�s,IV�+c�' °-'+�.�� g •'Y' t a•� �M s '�.�. ,i ."h, ,�_,p�_ • i.t� } -. .��x . ,._ . ' r°2 � r ro�r..',a�T'� x,/� >: a:-, r'. � � . � e ` .r " _ � ^ i4 _ +'1 r� 1�.��.rTlr 'N '-�i��a ��. \ fi�� 1. �: �`�,��; �� p' �,. ,�_ 1 „ 5 �^�,��, P > ; .,�.�-� _ � a�Y- .. . :.... � �. • �.a . °` c.:'g � s �_ �s � . ..�. "�,x. �� a L.-� .•� _ � '�,-3.,,i �s,. �� °. `-� �e '� i ,��.,�s�� :i�"�t�# ��'��t -`� ~,.< �'�-�`.�� z`r �a�. - aal� c+ + _ °!r " ji� "� + � 3 - 1 "-� 1�� iT. i41* �� a�T. v.� �� t� y �� :8 .. � . :�� i 1.. �� ` .�� .. � X. T'�- r �y. sis t. .-s r � ti . t .� ti � �— "= 650 &�669`Ba�F�Es••lanade �,w�, �ri � .��. � v=��-� . _� � y - ,,' _ Y P � `� ,.:�--��_�. -�K � � �_ ,�: �� ` � �� `:, � U �. xa'��c+.'�'��--^+ i. -s-. y,�'4`� -'` - � — w y. _� ... , . . �� ..: -- ; ;• __� ' - � _ .�' ,��q� ��, _ ' _ � � '! �.°,a .z"�` }' �'.. � ' '� � �4� lc``� ,;., �i�, '.�i - � � _ .:-..�� - O Y ,-,.. ` ' - �_ - i.. � ; - � ;;, ' ' � a� . :;' �t - . f�i _ _ , r� ��':' - � - _- , r � _ . .� i .. j .v. �" '. S:�_: .Ifi,. �� `� �i.�. r: :,� L _ Z �• �` J�� • '�_ -,.�%g h 7. .� �� • • ..,: � '�`� � . . '. � i.- ..,Q�b�, � > A ' ; e.• 1 • ..• • . .�- �R�' A*'� '- f;� ,. `�f �4 ; ��. - � ; e��- , . ��"�;� ,,� ��' �� `~� . . . ;. ,- - �' � - �: ,�r �•'�,�� t..�. . i��eae _�...�' �.,-� ,r i � _a�. �._ . . .. _ � . _ _. -.: y,�. CONSTRUCTION PLAN FOR: DeNunzio Hotel VICINITY MAP PLAN INDEX �� SECTION 5,TOWNSHIP 29 SOUTH,RANGE 15 EAST 1• COVER SMEET �ws� ` CITY OF CLEARWATER, FLORIDA Z' EXISTIN6CONDITIONB a. srce ru►M Y Y r pwu � � � � N �. PAVING�GRADING�DRAINAGE i UTILITY PLAN �� aF�wE s� � 5. DETALLS i CONETRUCTION NOTES �cum � v7E 6. DETAILS .E.,µ� : � Prepared For: � SITE DATA ` Bay Esplenade Project, LLC .,,.�m.,.,�„�.,,..,�,0.,.,,..,.,,,,,�, �Y1N1L!!]l6WLOt10.tY2Y1NM1ltWt1�130�tYnILMflW�iN1i0 LEGAL DESCRIPTION 305 CAMBRIDGE ST,SUITE 3 �iF��,��.��, CAMBRIDGE,MA 02141 "�"""'""°r""�""°�^�" �, Ph.(617)945-2555 a,��°,`�°��o�,�o ��W�o��,,�.....,��'�`�".ro ,,,�„p.,,�„„„K��„,�..��,„,,.,�� DJ D@TheDeNunzioGroup.com �.*��+� ��, „�.o��.� ��"fl�: ��uP.a�i�umus awnn a�won.� .w�,.os�ro.o+� ` >.as,.wWC . .o,z..wMmrcswem .orwme.�sv.cE..�aaxsFnm.va� ►aoro�o wxarwMS�awwm r�ooaw cai'�ie"°aa°'�E"s'.�°.,�`'"'.`sw`ra�.�.wu:`�Ei"' c��w�.�,�ro�,ro m.wz s�na.n� ror,u aeen er�:�zzso��aa.ni A p...��,..�A..,.�,m..a.a a+�E��«��.wEU.��.,, Prepared By: ��wro�cuu.eru�rr o�a,�aoa�-�a s . ,a.�=..�PU..�pP�waTM��a��n�u�� ....LMA a ,n��s��s��9,� .... .�.,��.E.��,� =oP�=,.bPU��o.��TME��a�u�� .... ■■■■Landon,Moree B Associates,Ine. REVISIONS Clvll t EovMonmeef�Eaginaers-Plannars-Surveyors PROJECTTEAM ]1f�fY.f.1YMONiM�KYMM/ORFLOqW]�W cwy.n.ewnp.�a�rrci+..,`c IM��'l�111Ki010.Fw�Til)llT�DM.TWFr�r1JYD]!b'!NO W WMAM�ENOII.COM _ lartl:(n�lilawab.Y+o��punµqw^ f{MOYO tPl McYn 9vzl Gbv�WIFkAV?ttte -- ,""°o a�'."°^..�.'"^"'�, PERMITS I�k 1�1�nnna.wrv�wuere.eq�mn psouru cYOUp.uc iMiY.r� IPn%pP�]56�3W.p�eb�..pniie�r Jm�reWq�myvY.`c qre��PN.Fl3l]Bt I�k(nn�� I�k I��I��at ALL ELEVATIONE REFER TO NAVD 8B DATUM �� . UNLESE OTHERWISE NOTED I.,�..,.�,....�._..,..�.,. O.1CiOPYRIGHT�D2013 �qEwwa�p� euo��9�eoMnn�� unuivw�wn �c„�,�.�,TMOa1FKUREro.WIr ;Ixla,aqu.cM—��p—qpu�o31M�,WESiW � -;;;�.�,,, µTM�°�^^�s�...,��*��E�.,�'�� .,,.�,�.,�,,,�,�,�.�,. FEBRUARY 01 2013 ��..,�,��,��«,,.��e..�E�.��,,,.,Eau�oE,�.�,. " a„��«.��a.�.«,,,�«P�.� �oer ss�-0�.000 GRAPHIC SCALE I L y�w....� � �EC[NO �� -m n I ,r{"P.O.tmiaauv e_ca[�rttts�x �£�qR � I I e• lY-IYEnNWI p I ■-WRNfI �P �.R � m-v�mw�c u..�, N � �+ �oT 3 �or io ._��a �� i I ,� a= i m_�� p"¥ � �,�.� � I �m � !I I I � I� 'i q1 ��..mn e-n�m�xucs�u uFm �,��' � � � �, ��I .�a�."Ga� I � �„ �g �� ,.��, �_,�,�,,, �3� n � ^a�'�a�`�--�y I I (�anw�) TRE SMY C&S s (rormu� I /�� .a.rvw TH[StprtGBS '� 'II' IP -aMiryK� r�� I I�I � � al � � �,� � .� ,�� —�,�_ �_ ---r.�, ed N,,�, ,� _-_=��4.�� 6 . _ .—' I �I II �______ _ _ _ _ __ __ _ ____ „a n '� '°" ____ °G�,I�II.��UNn� Q �/ • eo'n I 1 -U.G SIOIY YYFP uC I$ I/ �I • �� $t •' x„ „X �� a-srt�ax THE FIVE PALMS MOTEL, __�__-�E siaw scru ur�rcx uwn nr �y �� I 1 �� A CONDOMINIUM cuxxu� umn.rr � � ii � �cM. � .Xx, „� I��1 ,�, °""'� I CONDO P.B.73,PGS.69&70 -awr'�p` - - � �� I i ..x g x. i I�� e-�� . .. o. II i� � '`°' � LOT 11 �� .-r� ¢�+ �0 � � ip I� PARCBL P�� BLOCK 82 I� PARCBL�� '� {��1�I �� I; � �x-i'�xcroffmYO;fn ��g i �r � , � � 1 � � II i�y � GI nc �. i,�..�—� ��i�i ��i% �'• -�• / \ � I �ii la nc � • .�ii ��ii 1 `� 1 K p � � � I �ii g � LOT 13 . — . . — . . — . . — . . $ dt' a � 8 � �� 8 n rb� �i �� 'K°°°`°'�". — . . _ .'x� P�,�wn 5 .. _ � �,'i__ :�7- i°"�„J,� a i � .- �ii � � o."�ay.. �� I I i u � LOT 12 �i i �i �` ¢�� ii � � '°.n,.:�°' •" I� �rc PdRCBL I �� / ��I ��, PARCEL I . . i w I i° . v+' . u / i � b LOT 8 �a i � ;;; i '� o �; w °�; „f �; �P a�o�K» Y� � i�° �� LOT 1 %-iM �a'T. �.�� :,+r� nc ��//m ..Q �i�� ig lvum0 J - a i f a� PdRC86 1 .�w - "��- . `" �� I �! wwc,�oc mo�.:.w uwm°n�`w.�n�'�\�c �� w s"ii.q � i �� e � i�+U �� U� i i�"�� ""''° /,�"r =_ -===�_-_- — GRAPHIC SCALE .y _ �..�,,+ 3�g � , , m ,. ;;� �£r ► �.: � N oi � - =Wr i[c[no o� I � v �r n � e-uaz n R¢si. n�mw �� aurt K[i� w g'7 u^ � m-e�m�ua �• � �GT 3 �OT 10 I a�-�u�� __� i � � �i � �� I I � I � e-¢�wnc ucs�+� � °� j� aimn � p a-�a vEOCS r i �+ww,� � ��x I 8� u siar ce.s � �� I �-urtn rrtx _ _ ,�� '_� m¢s�un cas � � �� rc°°`icce w«o'I -�.rtn r.ua W � � n .'" � � . cm. �.p-��--� "". I �i� waw:� '_'�__ 'u"rz s a� 4✓ cas�w:n iwocw wr ma�,u�c..m.r ar rtciui[�uwwc aw I I� I �o�P�f- - � �a Y�vu•_�r�wv,scwc airtw,a�.n.c sre.n -_-� __ �u c� w( � -�G LMIN�4�N iY( � � ^ • PP fODi Mfa WM � ��—— �� __ _ � �11 � ,� � .��••� _,., i�. � � THE FlVE PALMS MOTEL, iu s�w�i Y�..�c ru�n w= �� ,�I _ _.- . -. . � �i A CINJDOMINIUM -�� ° � � � � I � � ' 0 ', � � �'�i �� I CONDO P.B. 73.PGS.05&70 0_ew�r¢� � `p y4�� .a-�.uo'"u'� � 1 � �i. mm.m AI � 8 8 !� � ;1 ., ,h�. m \ -°-� ° i �,.h2 �< i �I � � xiwM ��'p�� A� �,� �11I I%'Nr0'�I1 1��\ ��` I I�� Y �w No� I 1 I 1 1 `� 1 xr rto�m P I � I IYIO�YYOT� �� - , • I�� D 1� 1 I 1 � y„•�� 111 11 1 iu � ,��...��a v .�...�,�o..�� i �`� i �� i„ .1. I � �c.uW �mn° mmwcr� I I I� 1�_ � � � J � ;i� �°�b j � OO � �I � I'�1 fi'i�� . U � J �� vl � I �� u i I O x >W I �ii :.� c...or,.�w� ° �� ` —me �_—� ill I i�i � PARCEL 1 � Q � N�S� � a i u mi.<rnu o.nno �ii i / 1� �I LOT 8 �O° �< t i e � wwo �� I i� �n_ �- _ —— �_•_ _ --� � M�i %� �i BLOCK 77 � � d�� wW �� I ,..� -- -- - �, ;�a„o, —�---� '�/i I; � n.�µn p W �N� a� � ;'1 � ' _ _ �9S,I'�,� � i ji ¢ v;u / � I �/ �o� .. ... I�7 ii i' e _. ; � cem " I �i � • � _ — — _1��.� (Oia I�I I 1=�__ _ _ ___ � �I r—� Z 'Q na u III � I mo..u,n�a � - _�,� __ �s aw.a -- _'_�'� �� =�t � U WR I � liV[�e '' _ — 1 �fa Fn — �� I I � ��i . � � �'�'"'� . ��p �- I �i� �� a m� � � � iii (' � i� gPt I .a��.m�`^�m I � � m ��I �i �� I I I�I i � � .- ,,,.�„ ° � �w r i ,'° - -�j ' .;,:A=��° ,��..m�,,�.� ;;� i �� I;� _ � ,�,.�v,o � �►� 1i i e il�;.� s;' � / � !� ,,�.n��\�\ ��i �i� � � ! � � ';� ��j �� I i �� ..1�� i i/ �� : � �� ;u COPYRIGHT 20t3 5 SITE PLAN ; oF 6 GRAPHIC SCALE .Q •�w rur�a �2�a � o +e rt ;ya I �� F V'� N �y� � ;ErCRy ND nA � � 9 �� _��y vg� I . -r.mort F d y � � _��"� _:: � ' li -�au w.uc I�b I �,, � � � I � I i� '� . . �mwac�s�c .p.�...�.nv,� i �� + �}f ,-�.c . [nsr r:'n a2F��n� � C�Im m1�� '.Y I I ., `�.� I i lii. � ��. j I V� i . ' 'I� M1FP N'h'µ u o z (�os�rnu'.c.e✓„nJ I : � � .. . ' ¢u�. n_ � ` n I . _. r rw�.i`.�a, 1 _ ._ _—_ "'`m�°i�amowc� � �. ..� � � '�� . . l �.. ..�f..l_._—_ ..._:�. '�..._ u �, '. ,.a.vavv�. --_ t�qau[ � � B __'�__ / 1 z— .�,--- ..- ..� .. �� . ___ �. .m tnucq.e�mi,Y.n R� � �. wV.wutwvm � —�— <50YY/AU[ a � � Oo�c lS w) aY nyD" 014v0IM� . --�— .G tlY Y/A�IE tQ�u Wh w� � a � I . .....__ w � �yJ q,f/ /yf __� . n I Aww��$ � �tt�MI��i C C�YO � v V r v' ?�W [0K ' ' . � � uR YIP � 4 � � wwa w� p �� aI� �M O6nc ow � �� - �r� �lwlt F�IOY A N��N illi � � � •✓`' w,¢ � � � � � p �q I �oY.�.t IVM Iv vrt i[� :. • �� M�•ta�¢qln�scOiN.K�rt �` W�OI P4Y w ,.�. i i �� o�w il .'° ;� �w� � mm..�� ..�� I ` � � .n.u,rna irwc ` �im�•v.ar 4".�' wmi� Muu�o� � : � � � -� 1 J�� 1 (�iart � I - oMKQe✓J . , }.� .� ,p . — � ._..�.�� `�oyr r � � �O p �--� � {I� ,�ros " �.x�." �'�9�,....� � , . - �,��,��. .m4 r...�w v�.a�� aui��T w . — awwa 1r. p •..m..wr � v�u m� �� I �,� ��o�or�w B � ` ��n:im�aus p+4� Y !' R- . 'T�/�� '., J i, d.i r. ' � - �-°aa�r ,i,_ •�� ' . '� Y � ` J �i � � � r�p "` �r�� . �,�,� �' " r � — _a -m �I ' -� � �� a� � �'... � ... .i� .��. �_. ;'� � Q j �'I .. ., . = LL1 �'= � � j.,�! �.�...� � �'�` �+..�p.,. �. 0�/ � a�� I � l � . _..� �� .; ,,: /i � � W �� 1 � � �` �� I , r'" ,""\� li Q Qo � 1 � t I I,qY \ �] �•—E--'-_=_ :`�+- "`-��sr" �-;,�`�� , C~ `° � � �vrw�� '��4 rr.aa � °r � ' �' ^� � �.�-- 'J� Cp� � i +,;.I� wc ._ R.,� e�. � r,n- � ... ,- _i=__ _'— __ _ � _ _�-___ Q (6i � I ; - i � ___---- fi -- -�- - - � r :-� m w °-`,s I � � — - _ '� '""" � _ � ��.,,� s.x - p o w^ .��1 ��'' - � 1 /�� .o�,..�_,,� , i � � J I� �:-�.� , I � �, � —. — m � �� ; �- �s� =-1-------------•-----� ° .v r ioriwa. � � � �� "� o�.s� ��I � i �P . - . '� / ' /�a mw wis i ',/ i � � _ - _--�'�- ::.:,.� � i� � ��, .�_i'�;I i ;��_.,�'��„� �,�' Ad..�,., �� , ,,. I \_ �-.�_� .=w.ws.�,a„�aK� �.�.�. a� � ��E � � `� �� , ,�._u�.�, A <.�w...� �..o�.,.a��K�,� � ��j �.� ij �I � , .�.,��A� b..�a._... .. .�K.�..�n�„��R��,.nu,s.��._ J�� i �:."` �� aR.�,.,�.� �,� y �a �A�' Iwr.•oWL y� x-� � ro cemxc wr sxsn �w E / I I I �� r�w ca �� cwnd��nd cas�mi[rcw wmw uw*-a-w.r. '"�'wn.raia�crox a�ua u4 I �•� •uaoarw e�ru�mn-�m��a az smu�,�o[aam er oTMUZ. SEG110N AA �u�tA�oo oriaA�m snue�auu�emaa n o�n o�am uo ixoxwa.iswrtcr o..roo can crs uw.xm ax.n ms v "` ��"a'� �u euv�raMS ieer��ro ruvo w owrur ` uMUas orHaawwe Mono �r�;�oP.��,3 � „ 4 �.��:��-a� ��,.��,w�,�..'�„�� PAVING, GRADING, DRAINAGE � UTILITY PLAN ; oF 6 g� � �°``}E Ii`:" �E 1�`�- �__ �� F f♦3j3° -i � re{a g"Qa+�r r�r r Fr s gc�e�r}r.r;ir s�en x��c�w:�c it:a oa�.f c;�::�_{ F��'ie�s a�j��"r-o iFiy��! S [l � .r t t 1 �� t�i�I� y e�7�fs}F j'P 9 i` S'_?` a tr (r � � �� te �� r �-�r i i t i t t. � i ��o �� _��, �► �� 9 �: � � I;�}.; �,�(� i�� +� 1 it � �� 1�¢�a '�g €► ,g iaE�3�s� E� s��i�;j�`��i�,}� s�r' I! ��}I� i lj. .�� j� �.to � f 1 ! si Sf � t�f� � '`i.� .� .�t tP` i� I � �t ��r�t. � � t �� "�= f�'��!1 il��a1 a�� € � i � a -� i if � �� E �I�� ,., 11 j i�ta�t �� :' E � � � �,r . �_ ��$ t t�t►! t� � �� i3��1: r��:: � ►�• T' It 4►3 If e'" �}t�}';!i�!:�� i�� : <<i f i�! (` t ��9t� � ��#i!(�3(� i��l � si�� a� i E tr�it!� ��ri � i �t � Et.�k[�i f� � f � �� gi�$�1.�e� �`.� � r� �� {:E 9,� t i i.� � P< <! ■ ��. �_ �c f� � S '� ��t�e�;ei q��1�� q�j St..�� ( If 1fi� �� j ��! l r�: f �t f` [ f ft� :`� : � f 4 e�l ��E }s��,` ��a � ;i pt t4��F' �7! i i•i r e� z•`-� e:.C re t3 t} �t �.! ` �� r �� i, �� i � i ��€ t�i��t!� �y9 Si' �( �� ' � � ��f�� !�!��(�{it� ��I i`I�i Mi� �t� #�� a��i� �``�'1�s��f E 1 �� f}(t{��'��E � {��,R .� F t'�I' '1 j �t Iei( ��& �r��S�� r[�P � i .r � � 1 i,t 1 �e q e `s F � e (�t ��t;�t ( �i� � �� (�� is t �tt I 1 � j�j'��1 Ie pt ��r�'1�� e � �� e� �` . r �t # i I 3 t ' sil �'s�� s E �il'{1 �Rt �� }��}�� et � ;' t 1�e�� } � , � i{� 9;�t f� �' �`� t'� �f �j �� #�� f 7 � 198�y i � �� i � � i 3e E E t�E � C E�� f�� •13 ;� � :� �� tl�f.f �! �� S i,} ��4! � � � � �� 1 ! ( i i ��f�'� I� t;E �� i,p g� Fi i�F 9� t � � fi 4 , att � �t I ! �! �. � .i '�,�1 1 ��:l��1� � tt61 � � � {• BO;� S 1 I�� i �i � (.i� �y�A� � t: tt � � 7 [j �f: t��t 1� � 7� •i �i 1�rl �� ti � t. �. �.� g� ;pi� �� 3�� q te� S 1 ��t�` � ��:�S � «i t� t � ��- � � ' � � �i p j ' F j� ,d}�l � ai��i 11 i� � :� r��I €# � , �g Q� � .��. tt s•,t � ; 's�� ye�.� i� I� I I r � � � � t�, ��T�6g .i � I,�i�j# � t i fa� y rt ! 7 r � � 3 � r i i� � � i�e �ffi 1' �� ` �� t 'r F i S �- ' t'F 13Z y� I �� 1�,1 9f i�}` (� � t° �� e I ri e� � �1e' � (�f�[ ! ¢� i 1. � l� �t �� s � � �e � i j 1��t. 1 tE �i��f� � �9��i� r� ( �; �� i � �� a�t �� ;� �; l}�t �� ( �I �i �I� q T � �1 �� r a 4 f � f� � ,�t �� s � �t �E�}�� 4'r �F6 � �i � �� S 1t� � ` �i � I t�i j ��t� � � k� � j� A� �1 �!i �� i i � �� e�� i � E t�= �{ � � - � ; (e I � : 1 I • � I' � � t � I3 � � t � r ; e � �I s � Pa �} f E S �' ► i �6 �s; , � � � � �t ; ° ° � 4 i t ! �t� � •I �9 � 1 i , � ` ;�f � e i �t. `� � ?t t�l� t I►�—' =�I°',` i' ��`f;°�-'=_,...t..�.�`G� ;j,y.�:,�;;:� �:�.,<i=;P��.. ,„Y.d��j•fi�� ,,. . -. S�v'� �e�� et Y i(i�t�e j * �f� I x { ��i��7 1� F t �i (e ;..I�TIF i�j��F i�;� �+� �i y ��Tit� � 9 � I � �iq }.1�fI t 1��e�� c{��i it� k�.. �•��i}�i �� I�ji St tj�[P�{�J1�1 f If��11ef�4 i S �Fti�•�� ' - �i4.6 �• t!i�I}� q 7.��t� i� �i f ��'�� ''� t(2��d�!�t }��(! 1 �t j9t!'e�t.fi�Fii i i 1�S� !` ttip �` '�•fl{t ['� t [�; ( F i �� f��f1+ti � 9�ir�iy�� 7t•g'�i �tl;t��k til [ � ��°►1� �999,,,' . i at'}�` ��t � 1 . t � >�r4� ��I t,�� 'i f�1 I� � {! 1�3��t-' ; i l�k � �`I[a�� . .�3� j�i � i�,} f ��1 t �•�� PSe1�ft�i!• � ii 6�t1! � €tal��P:r,�.(i fg� �� }�jI 9i�E� s+4 St� }f � �:j}? � ��1 1 i i�j �� 'y1�f�� l��r e�� R �pi i�i� ��1�I�E6i��5��i i�� (� �� j�� [�xI �➢4 9 � ��!�� 1 ��j�t��f�� t��al i f }�j��'°�� P!• t�; ��;!s;il�e�#�� i�C � �}E'}I ��i�� }� t�� i l i 1 ��t!�t:I�t��dI t'';�'}�� 1 ;��l'a��i i i � � ��; }t i i��lii��„;�, ti � q¢F j�� 1 e ` t! i p{e§ {�`'� r ��!�` �� : 6 4 -F� ��.Y Fj{ «}� J i ! `{4t � �it'a� P ti� � i �1 t� t �i'-_t � sl i f��{s �! � i � 9�(t ' � t I !r �'i�.)�er1��'C � �'� 1� �jt�� ! ��P� t; I� �} � S ``� �� ' ��''+��a� i i�l�i o r � ' I E '' 1'�j�i {;';f�i<< i � � � � � y �� f� � a � t i i3 i �t► _ ►.t.,t �� i 2 j� �1F � �iq pt t �� P t( � t �� € e e � !�l� t y � �!1it ! 1 r ! � t�-�,(p,}; tf i�� .� =iE �{� 3 ' { � �a } 8 F� �� y" f��!�� t ��ot ' r � � }7� ��t fi �[.ti�'i� 4 f �i� , �� s�, �� y � t; �� !� ' �[ � , �E� f � ��t�—�: � i € ( s=i ,�I �: i1��tx� � � � � �i t 1i �� }�,P' i �� i # `9 i � fl � E� P�i a ( 4�j � `r � i � � ��' ,: iy€[ ;¢;i��;� j � t i ►��i i `�� " € �i3: ( ¢ t 9 J�g � i � s 1 °i7 �� [ i � � {{ EF �i{�)�1 � � � i��6 �1• e�# :� � � �" 1 i � f i � ��i d � � i �1� 1: � B � � '� �; ;� �Z�}i i� � � i 7 , � �� $N -� 1° �i, �� a �� g s � a � � r�„�ji�{��i�'i{8 �� :�t a N a �w; Y � � �jidl�t t(11� �'�` � t ' � � �i�i i�;�it'. . � s I I 1 � � n iI� ( �i� �� r 4 Il ' �� j ' m 1' � � ee � � L�.� s° �0 �' i fl;�j�il�l�j� � �� li�• �� ' € � '�� ' �i � �"l `� �f1 . �� I� � �� 9n � � �� '1� � � �'� P �p� �; ' � s r �t ��} � C pn „� 4 � �1! t itt O �s 7 '� � � F{..I w� � �' ��! R� ' _ ��{ v �� D � t = � 1 ( �Fr � � 7� � �; �i( � �� 'E y., i g , , F �!�• t'i [ ; .,li � � `�; �' I � n � '� �.i p��.i ' � � �� !� � €dli � � C °a� � Q � 4� i; � ;t}ti � ss � � � _� �3,� �� ; ,� � � -,,,� i B V� �� :—.�.�.-_= - �� i I� U {� `� `D'�`---��_'�_ �� y� � e �p , 1 1 = �..k � � �� ' m ..�,�, e,�� 1 i I � i �4�� ' i6 1'6 ;'6 E'� 0 � t�' +i aliij P� �' (�' 6i� r.,,.—�1 � f � f� i � E 8 r — H r w y i �� ; — T � � `�,� � e ; i g �L ; g� ~� � �� ,_,T u q C . � '' �� _a r.,7— a , _ �� i � � - r � � mm ,. � � ,`E �� tac� €I " �� — 1� 'b am O ,3! �o �I � Td - ra � - .� ? � �!� i ��a.., n ,—I I—�,,.`� �� ;— — S -e - Z `� ` t • � E' ��7�� f � ��@gE��A�� [Tx^ I '� O ;¢� �[ � �',f� i�1 , ��ig�a� 1 11� �i � r f�5 �P �{ ° E€? x i 8 8§ >-I I-7 �� s 1 ��tIE^ � �e� ! i% � �q,h� ;ti:,.: i ;d m ��,�� r y � ~mm= ��MA " DeNunzio Hotel °°'�' �°'. " � wq V CLEARWATER BEACH a°�^ � °ati O �� . ��.re r..��..eru�r. 5 „ � �"'R,�,�,,�" Bay Es�lanade Pro�ect,LLC � � 305 AMBRIDGESTREET, URE3 �� NOi10ETOCONTRACTOWOWNER rnav.lnn�e�i`-�so�o.ru(iaf�e�-��'w'iw� CNMBRIDGE.MhM101 " � � � . r...� �_ x-nv-- - '°`� .. T 'ei�z�_W:r�.��..... � • '_� �r� - -� I�� `rrc- . -�-- - - — •�....;-.o�:.'�',..' .. � '��.:i�'�__'��r• _• ,,...�ic„ ��_ i "_ °^ w�� -_.,..� - �r �°��..��.��_,.. .. . `- �,.�`1 .."' � w-' �•_. .... ,.�Q _ -- ,°_v�:. � �N ' � ;£� � = =�- �F --`� - __ I�- _- �_�s. � I— �, .��:� ��o �- - ��w:�=i�� - ��:_� _ ._�_� -�- ::��:_ �,_.� ��; CREASE/N7FRCEPTOR � ' �.�—•`.°` .....—� �•�� .� • Z 750-1250 CALLLMJ � �.� . ..�..e � BA� . ••• U�� u w�r.iiruss �'L _••• O�� ou x r r w w`� �. M�IFA VM PLMI NEM i ti..r mNtl1k�2 Y ...�.��.. __ �g� a,.,�,�o - __ _.__ `o aPi'°"�.�...�. ��a- • �`��m...aWw,o..� �`�� ..�I ...e.a..�,.�»•' liw:w,i� `\ �....�..:� .��.a'�t.a��... ..�..��.,,��.,-�1�.�� ."°"...........�... *ro�ne ,aw,..ee«, I�� r..,.m��:.�.�.�o-r y um.,(w) rs.=v-.. � �' �ww. � W � oz 3 '�3t`?l�°�:Y ° 3 � 8 .� h�va.. ....,..o. e ° i�xa"° ....� (r�) '� � _' .�: �� _ �mst_.....r.__ � � � % $ "x� .,:a.K.�.s,.� °^ a..,.�w..�.,�.00� �°�"�� . eis`-�'�'k�Tn'_ra� d..'° � f ,I �� . °' � � �$, ,w a.�.m m-�w J u� s �.. cm...�.w. �.. u�rnr w�u.,er:TM��-�^_ ' �L � a Y� �p'�M PVC PIPF 1HRL�T RFS7RANMG � TWICAL METER$ETS W/ e � � �� M TYPI.AI fIR H'l�RANT,ccTTIN�w °" �,i 1O' BACKFLOW PREVE�TERS 1-1/2'h 2'MO�ELS d d P.+n'r�y/W'V o..�....�e�l �w � ..�.� �.:...•/ r.�un. �....u.�L�' sw.umm c>*w..an.� .q.e o....n ..� ~ppC� ...s� �y ~ ,r'�..��..�,... - 4'� �r—I� "� FL�I :,� R �\ J „m —cT. ..w `�°'° �81'7C� .�.`�.�� ~ c.'.�.r�� J �..... ` �-- ^.^ ,,, ....� "' �.".... � _ otio�� ...� p� a�i�_ ,.,t,...° t�. _ . �._....._ .�. �,.,a K.� tio�..� ;^�°w. O .�...�9.�:a�`,:,. =m 'o� a a_....� yo, ``a� e._.� w°".tl'.,.,w..,. �C � a't�; �W � ��"` ��',.°:� v...._� — �� .,�.y. C Q vuo ��'r.. �,.�°K.a:°xam a�` �......, .,w,m..M«e._..M_a.e., TWICAL COMPWND^WATER METER SET � W TYPICAL COMPOUND WATER6METER SET y pqR�IF M rR�FTM I—; CHLORINATION TAP Z Q �� 00°RISE 3'.4'h 6'MO�ELS 45'RIS�E 4'k 6°NOuELS p^�.� .>. O1� ... ' ' o� . �ys�e� . ... ..� ....s 0 U W� ...� ��.v��m°� .� ..��.�. � v m ..._.. � � .� �� . e r,. _ .��.� _ � i � "-.. � � � ��._�,. .a..� e„�,._.� � mv....�,�. a�.,�� .,�.,.�..�, � � �� POND UNDEflDRNN DEfPIL m""� � Q��F� �.AN � ,aa � a �� :.�_ �- ... ;� .°'� iiii� "'-� _..� , � OPoFICE DETAIL �� „.,.s. SECTION A-A SECTION B-B ,,.t.s. F.D.O.T. INDEX 232 TYPE D •MODIFIED• c OµOP�YRIG��013 OUTFALL STRUCTURE •2 H V �;�— DETAILS T oF 6 POI�TTU AYEMIE ,, QERUKFf A4FNUE(pla� „� ��, -- ----------- ---------- - _...__ ---- -- ---------- /�� `-�- --- ---- -- ---- ,t " -- � --. _�_ , �_ � - _._. _ _. � �� ` `� " . _�-�---__� � - �, ��- � •�� i F,' �\ `. �� •�. �; �� •\\\. � \`�. -.J..L'. . �� M �� Y �,�� ,� 1 m A � � �`\`` ; \��` , � �� ' , ° ' -1_�——— �� P � �� !`� �� 1 / � � � ',1� o a a _J 11 � 1 � 7 �11, � '11 .� o 0 o I ___ I� I f�� I� 1�� I I� �� I �I I� � i ii �I �I FJ �1. � I I� � � I �I I 1� I� 'i I __ � ___.. I� 0 Y O 1� ' . '' � � _ 0 � � � i �� .J I � i� 1 I � �' ---- � I '� - '� ;� � � �.____ q � � _r ' -- � ' $ �i - ❑ �� --- � � . , . . --- �� :. ; J _ _ ii _�.� --- - ..� '� �i _..- - - - " . . . _ � — - " j -'----'_ n .._ . - _'_ ___'- R �l�� .-�G-.___-_"____"_-_",. 7 - ____'___"" '_'_ I � "__ '_________________ � �}�3 AV8 .� I , "-_=====T"====_ __ � '�=__ ��r�ec.vcr.Em..n _'__"�vruEm.n -_'_ ._'__'�n.ervun -__'_ _"__ �'__'_'_ � �_"_ __'_""_"' iY� \\ WYI` �-�� WI� � ` � �� I \ ` I \ I \ � i � E � �\ ._ , ' \ `� — '� ; ' \ ,_ , � �'+' � E � ` � I 1 I � � � r� � � I ,\ ' � •\ � E I I ` � � � � \ � � � � \4 ``� E M"l� \e f �`` ` ' I �'" ; I � i" I E_ ,` � �°, .� , r � f= � � `� ( � �i '� �� , I �i '� , � � I, � I i � � � � ' i � � I i i I � � i i I I � d i , �� I � , � � � g ' � �° � �I ,t I �+ - I i i � ; I i i i 's I �9 �i I i - - ' I i I , I $aaa �� I fi I � fi � ' �I � � � � � � � i 0 � I I � ------ --- — -------- \ -- \ -- \ - -- _ -- ---;�„,:— '�----�,.— -- ;�.,�w c�..�oa.n - �n - ____ �m.��..n -__-- --_._ _-_.-_-- �'_-_-_-- �—°' —_°--------_—_ � �� +w� � � �--- -- rr ♦ � � � ' ♦ • n � �—r � �� C'��' �' � �� I � i, i I i ��! � E � `\ . a o f 1 � '\ � i � _ _ , i ' t I � s : � I ' � I \ � '± � E \ ,` �B�- , a \ � � �o._ I o \ ; �o.,_ ti e � �` � ' '� ';' � , . � � � , .. o ... \ a .. � \4 �, ..�.,. .•. �` .....T_� 4 �..... ... i ` I N �,� I y �1� �� k E, i � e a E� t e 6 a.. p� '�\ a °. � ,, :� � ; _..._ _., � �� _.,._ ; _.. I ii '� , ;-.._ _ � , 0_ e � a a � `�o a � �� 1 ��_ a,� . ' � o !i! _... ' � �a;�_ ;i! _,�. � � i } f e_ I t � I � � � 0 i I _.� i {i _. � �� I _. � � � � a a a e �a o , , �� _ - - i ' '' �- �- 0, i o_ a. i i '°_ `° I � � _ _ '-L__,r`, � � 0 ' fi � e ' li � a ; ' , i i , i I ' ' ; ; ' e e' ; e e 'c I i �, o i e: � _ -: t - �- ` ------- - \ -� \ \ _ - -� _ - '�-�-�";rwe:a: � -_� yM,u�c,; --�— ;r+nu;3: y � ; � � �m� ��g DeNunzio Hotel ��, 4 � �� o N � �z � Clearwater Beach,Florida �Y�$ �� '�v� , � � o � s � Bay Esplanade Projed,LLC � �� Cambridge,Massachusetts •� �- � ' y� :� ..._,_ _ _ ,,,.: ._ �. . ._, _._ - . __ .::. .. , . �. - � � : . ,_ u � �..,_ ._.�, �. ._ .. .,.__ � ur ' �.�...� . s_� . _ _ .,,�.. -- �,W_.- — •�,�.�. I - —-- ____=-_ –:. < �L�L_i�:_'tt HCLY�1.� .__' �°I ~ T i �^ }'T� -� � � �i .... � {—.-.. 1�_-L __.. _ '�. .. " � T ;.. A��J Lu .�_ .. .. . ' Y O' �`. � i . .. . ��. _ ..... . _. � i f .�� _. . � � � � .._.�. f . �,.�. _ � � - - - - , � -- � � � �a: - - __ __,�„ .__ _ _ � , a; - , � � � . � `,� ' � � ' ' '��' ,. .. — --._ _ : , � � . � �._ _� wt � F' � �� ; — � (�`:' �:��,_:e . a. �. . , , . .-�_,- 4 . fi- ._...,.„, }:.. � _ � � _ �r_._°}--_ p ;` � . � � 1 , � ' . , , p.:. ,.. , , r _.-. � � ��:,.�..�:.:,�::-;,:�� a _ NORTH ELEVATION �2,'r.ue:,•.,r imu��.mewwrz aw�su anoncr mi�: J� J Q w g �{ . -, O o �� _ = LL a � ._y 7.._r.w.n.� ... � � N � �� v �� . � � m z � '°` - - �—. � , —_ ._ _ _ —;_— � � ' Z � w i ' g _ � � �� ...�..��"'' _.i� i , � � �� ` ' �j w�ry� �rr!y� . .� L��' � F`" 2:!-T_ �..�' . "" , . '.' " . F n�u'wwuwnawo�. � . � �, � �Y �`nt!"�! _ � — �. _ �:� � . .,,I - .. � � � � = �� , --� - . _. . - — � '"�'"– � - � 4 � , a� � , �;�. � � _ ., � ; ' � i,_'� —+ ,_ _ �'_� r"4 t/ " � -- � � ' . , t. _ �- - -- --- — � + r;,,; ,,..,., � . . .. _- _ �- W �= - - � � g=-- . _ . : _ ` ' .. .' - . .*. �,� _.., -- , � ' d.� � . .. . ...,. . ,... < DEN12.02 _.. �__:i , . , c. ; . . _ \ —�____ _-- - oMWINO iRW�. ^I�� % �,SOUTH ELEVATION Elevetions ��j scuE:,•.,. iuitarz:._... . 2012.02.01 A-002 - -�---- - �.....��..�.,. � I I , �..�... _,I ��`�` . ... _ � �__ � �� ._.. A . ,.�.,. . I Building Color 1 Building Color 2 Stone Color 3 Metal Roof Color 4 Railings:Color 5 Awnings:Color 6 � _ ,��:, �v „ ,- � � BM OC-108 BM 2097-50 sim to BM BM 1813 Guinness Large �� ' ' �" ` " ` Pale Moon Hlnt oT Mauve 2092-40 Sl�ent Night Texas Rose i �I � ".MATERIALS LEGEND � .,3 j scue r.,e — � y � � �. , ------—---� Thin stone veneer y � � 3� -- � � � `, Accent,Color 4 . _ � v � � �� 6 . : � � . " `� . ._.----�--Stucco Coping.Color 1 *^ �.. '{� . - .-.-�.�^.� I / � �� .-i .._-�T• .:�1 "'.`,w ! �l ��/ - Stucco Trim,Color 2 � I� � -+ � " �� "{� H-r i ---- _ � j �' a"F P�, �� . � / + . � - ra , : _ . . . ,.: . � --- „ ...-�-�� Potential Slgnage �� ' �^-�� . _. .... . . . . . . �� .:_ -- . . . locations. .�� s.�.H�.P.,�w�.� �' -' i' "`.WEST ELEVATION �� _ _ _ _-- c ��o.o. + . � �2 j a�.�,•.„ . . aao,E�,..�e II M �r. ... '- ... . . � ~�..�. �, '� - -Prefinished metal �___�_ . "�� -�-_1,,, railings,typicel.Color 5. � i � . �>. �-�t , '_'_ U � � � _ � � , Stucco body Color 2 � � - « . . . . ir . . Q `� �oi �..._ . _ . ..... . .. . . t = Q • U iy OO _ :- � '�� .N m �'� II � _. � �i-- r.. . .,:� C m I � _ � � � i Z � °'� ..,,, . ...� y�, .�' '... wC) a, ' , _'_-. . � y C � E : 4 � s.� � Stucco Trim,Color 3 � � y�u, ° "' . � c� m _ � I ^ __._� .__._ _» �. � - .. ... . - .._._.. -_. . ..�___� ' `�" -�,.. .. ... iseueoow,wxa�oo� 1 �I M4'p � , i — �l.'_ ...,__ .. --�--- . '� -- -'^ " . � Ij �i , . � ' �' , � �.. � .�� I�,.. �' '.___"� � . —r __... , + � � ., Fabric Awning.Color 6. I, +� `. �.,. . � �^�� ' ; p --__-- , .. ,.. � 1, .._. � � ._. .. ... . a �_ ' . �.� ' - .----- . ' � o i � Y i ,� ' �-r��' �[ y7, _ 2 � � � �-.�...� c k.. � Colding BaseColor2., .,,.: � �� s"i T�i CII '` � `G ---- , ,'� ... ��,. — lor3 '�} -- � � �' . � • ._....- ___._--, �� Pn c,No� � . � _� �'- I ,. aEDEN12.02 � _, � ow,m�o..�E�. . + , - � Elevations ENLARGED BUILDING ELEVATION � 'NAST Ee EVATION 'BBUE2012 02.01 ��i �3 BC��E i.e , �. .t 6HEE1�. A-003