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FLD2014-11028�l � C earwater U ��FV�Ew B�VD 52� S q,_� 1028 FLD201 � Gulfcoast Hotel qt�as #: 28�A __�� i,epartment �ecade Tourist �oning� __ .��veiopment Application Attached Dwellings, Mixed-Uses or Non-Residential Uses IT IS INCUMBENT UPON THE APPLICANT TO SUBMIT COMPLETE AND CORRECT INFORMATION. ANY MISLEADING, DECEPTIVE, INCOMPLETE OR INCORRECT INFORMATION MAY INVALIDATE YOUR APPLICATION. ALL APPLICATIONS ARE TO BE FILLED OUT COMPLETELY AND CORRECTLY, AND SUBMITTED IN PERSON (NO FAX OR DELIVERIES) TO THE PLANNING & DEVELOPMENT DEPARTMENT BY NOON ON THE SCHEDULED DEADLINE DATE. A TOTAL OF 11 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 10 COPIES) AS REQUIRED WITHIN ARE TO BE SUBMITTED FOR REVIEW BY THE DEVELOPMENT REVIEW COMMITTEE. SUBSEQUENT SUBMITTAL FOR THE COMMUNITY DEVELOPMENT BOARD WILL REQUIRE 15 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 14 COPIES). PLANS AND APPLICATIONS ARE REQUIRED TO BE COLLATED, STAPLED AND FOLDED INTO SETS. THE APPLICANT, BY FILING THIS APPLICATION, AGREES TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE COMMUNITY DEVELOPMENT CODE. FIRE DEPT PRELIMARY SITE PLAN REVIEW FEE: $200 APPLICATION FEE: $1,205 PROPERTY OWNER (PER DEED): DECADE GULFCOAST HOTEL PTNRS J K GULFVIEW MAILING ADDRESS: 13555 BISHOPS CT SUITE 345 BROOKFIELD WI 53005-6218 PHONE NUMBER: 262-646-8785 EMAIL: jkeier�decadegroup.com AGENT OR REPRESENTATIVE: Terri Skapik, Woods Consulting MAILING ADDRESS: 1714 County Road 1 Suite 22, Dunedin, FL 34698 PHONE NUMBER: 727-786-5747 EMAIL: terriskapikC�3woodscon ADDRESS OF SUBIECT PROPERTY: 521 S GULFVIEW BLVD PARCEL NUMBER(5): 17/29/15/00000/220/0200 .org LEGAL DESCRIPTION: BEG AT NW COR OF LOT 1 BLK C OF BAYSIDE SUB #5 TH N54DW 65.14Ff FOR POB TH CONT N54DW 467.74 TO NE COR OF LOT 43 OF LLOYD- WHITE-SKINNER S116 TH S35DW 400Ff TO S'LY LINE OF IIF DISCL4IMER NO. 22310 TH S54DE 376.13Ff TH CUR LT RAD 534.3Ff ARC 213.63FT CB S66DE 212.21 FT TH S77DE 87.38FT TH N12DE 351.56FT TO POB CONT 4.83AC. PROPOSED USE(S): 2 commercial piers/docks with 0 wet slips DESCRIPTION OF REQUEST: Construct 2 commercial docks, total deck area = 4,400 sq ft, no wet slips. Specifically identify the request (include all requested code flexibility,• e.g., reducfion in required number of parking spaces, height, setbocks, lot size, lot width, speci�c use, etc.J: No variances to dimensional standards are being requested. Docks conform to meet setbacks, width and lengths allowed. Planning 8� Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 1 of 8 Revised 01/12 0 � C earwater U Planning & Development Department Flexible Development Application Data Sheet PLEASE ENSURE THAT THE FOLLOWING INFORMATION IS FILLED OUT, IN ITS ENTIRETY. FAILURE TO COMPLETE THIS FORM WILL RESULT IN YOUR APPLICATION BEING FOUND INCOMPLETE AND POSSIBLY DEFERRED UNTIL THE FOLLOWING APPLICATION CYCLE. ZONING DISTRICT: FUTURE LAND USE PLAN DESIGNATION: T RFH EXISTING USE (currently existing on site): Existing 209-unit hotel, new additional hotel approved on parcel in 2014 PROPOSED USE (new use, if any; plus existing, if to remain): 2 docks for existing and approved hotel guests use SITE AREA: 212,050 sq. ft. 4•$6$ acres GROSS FLOOR AREA (total square footage of all buildings): Existing: N/A sq. ft. Proposed: N�A 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: N/A sq. ft. Second use: N�A sq. ft. Third use: N/A sq. ft. FLOOR AREA RATIO (total square footage of all buildings divided by the total square footage of entire site): Existing: N/A Proposed: N/A Maximum Allowable: N/A BUILDING COVERAGE/FOOTPRINT (1�` floor square footage of all buildings): Existing: N/A sq. ft. ( % of site) Proposed: N/A sq. ft. ( % of site) Maximum Permitted: N�A sq. ft. ( % of site) GREEN SPACE WITHIN VEHICULAR USE AREA (green space within the parking lot and interior of site; not perimeter buffer): Existing: N/A sq. ft. ( % of site) Proposed: N/A sq. ft. ( % of site) VEHICULAR USE AREA (parking spaces, drive aisles, loading area): Existing: N�A sq. ft. ( Proposed: N/A sq. ft. ( % of site) % of site) Pianning 8� Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 2 of 8 Revised 01/12 IMPERVIOUS SURFACE RATIO (total square footage of impervious areas divided by the total square footage of entire site): Existing: N/A Proposed: N/A Maximum Permitted: N/A DENSITY (units, rooms or beds per acre): Existing: N/A Proposed: N/A Maximum Permitted: N/A OFF-STREET PARKING: Existing: . N/A Proposed: N/A Minimum Required: N/A BUILDING HEIGHT: Existing: N/A Proposed: N/A Maximum Permitted: N/A WHAT IS THE ESTIMATED TOTAL VALUE Of THE PROJECT UPON COMPLETION? $ 200,000 ZONING DISTRICTS FOR ALL ADJACENT PROPERTY: North: T South: T East: T West: T STATE OF FLORIDA, COUNTY OF PINELLAS I, the undersigned, acknowledge that all Sworn to and subscribed before me this o� c�- - day of representations made in this application are true and �'�. �� _��. to me and/or by accurate to the best of my knowledge and authorize .,�.,, 1 City re resentatives to visit and photograph the �� C',+P.�("1 �-P�Y`� who is personally knovyn has pro erty � escr�bed in this application. produced as identification. , , or representative Notary public, My commission expires: � �-� ��MU�+�••.,,� AJA WIL4ETTE =' �'`s NMary Public - State ot Flwida _� •s My Comm. Expires Dec 12, 2014 :�. Commission � EE 19570 1''�%�°� N�''� ' tOnded Thtouyh Nalioml Noiary Assn. Planning 8 Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 3 of 8 Revised 01/12 ° learwater � V � Planning & Development Department Flexible Development Application Site Plan Submittal Package Check list IN ADDITION TO THE COMPLETED FLEXIBLE DEVELOPMENT (FLD) APPLICATION, ALL FLD APPLICATIONS SHALL INCLUDE A SITE PLAN SUBMITTAL PACKAGE THAT INCLUDES THE FOLLOWING INFORMATION AND/OR PLANS: Q✓ Responses to the flexibility criteria for the specific use(s) being requested as set forth in the Zoning District(s) in which the subject property is located. The attached Flexible Development Application Flexibiliry Criteria sheet shall be used to provide these responses. �✓ Responses to the General Applicability criteria set forth in Section 3-914.A. The attached Flexible Development Application 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 applicafion 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. 0 A site plan prepared by a professional architect, engineer or landscape architect drawn to a minimum scale of one inch equals 50 feet on a sheet size not to exceed 24 inches by 36 inches that includes the following information: ❑ Index sheet of the same size shall be included with individuai 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 and size 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, water lines, sanitary sewer lines, storm drains, fire hydrants and seawalls and any proposed utility easements. ❑ Location of onsite and offsite stormwater management facilities as well as a narrative describing the proposed stormwater control plan including calculations. Additional data necessary to demonstrate compliance with the City of Clearwater Storm Drainage Design Criteria manual may be required at time of building construction permit. ❑ 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. ❑ All adjacent right(s)-of-way, with indication of centerline and width, paved width, existing median cuts and intersections and bus shelters. ❑ 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 and building materials. Planning & Development Deparfinent, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 4 of 8 Revised 01/12 ❑ Typical floor plans, including floor plans for each floor of any parking garage. ❑ Demolition plan. ❑ Identification and description of watercourses, wetlands, tree masses, specimen trees, and other environmentally sensitive areas. ❑ If a deviation from the parking standards is requested that is greater than 50% (excluding those standards where the difference between the top and bottom of the range is one parking space), then a parking demand study will need to be provided. The findings of the study will be used in determining whether or not deviations to the parking standards are approved. Please see the adopted Parking Demand Study Guidelines for further information. ❑ A tree survey showing the location, DBH and species of all existing trees with a DBH of four inches or more, and identifying those trees proposed to be removed, if any. ❑ A tree inventory, prepared by a certified arborist, of all trees four inches DBH or more that reflects the size, canopy, and condition of such trees may be required if deemed applicable by staff. Check with staff. ❑ A Traffic Impact Study shall be required for all proposed developments if the total generated net new trips meet one or more of the following conditions: ■ Proposal is expected to generate 100 or more new trips in any given hour (directional trips, inbound or outbound on the abutting streets) and/or 1,000 or more new trips per day; or ■ Anticipated new trip generation degrades the level of service as adopted in the City's Comprehensive Plan to unacceptable levels; or ■ The study area contains a segment of roadway and/or intersection with five reportable accidents within a prior twelve month period, or the segment and/or intersection exists on the City's annual list of most hazardous locations, provided by the City of Clearwater Police Department; or ■ The Traffic Operations Manager or their designee deems it necessary to require such assessment in the plan review process. Examples include developments that are expected to negatively impact a constrained roadway or developments with unknown trip generation and/or other unknown factors. ❑ A landscape plan shall be provided for any project where there is a new use or a change of use; or an existing use is improved or remodeled in a value of 25% or more of the valuation of the principal structure as reflected on the property appraiser's current records, or if an amendment is required to an existing approved site plan; or a parking lot requires additional landscaping pursuant to the provisions of Article 3, Division 14. The landscape plan 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. ❑ Interior landscape areas hatched and/or shaded and labeled and interior landscape coverage, expressed both in square feet, exclusive of perimeter landscaped strips, and as a percentage of the paved area coverage of the parking lot and vehicular use areas. ❑ Location of existing and proposed structures and improvements, including but not limited to sidewalks, walls, fences, pools, patios, dumpster pads, pad mounted transformers, fire hydrants, overhead obstructions, curbs, water lines, sanitary sewer lines, storm drains, seawalls, utility easements, treatment of all ground surfaces, and any other features that may influence the proposed landscape. ❑ Location of parking areas and other vehicular use areas, including parking spaces, circulation aisles, interior landscape islands and curbing. ❑ Drainage and retenfion areas, including swales, side slopes and bottom elevations. ❑ Delineation and dimensions of all required perimeter landscaped buffers including sight triangles, if any. Planning 8� Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 5 of 8 Revised 01/12 ° 1 ter � C earwa Planning & Development Department Flexible Development Application � General Applicability Criteria PROVIDE COMPLETE RESPONSES TO EACH OF THE SIX (6) GENERAL APPLICABILITY CRITERIA EXPLAINING HOW, IN DETAIL, THE CRITERION IS BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL. 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. SEE ATTACHED EXHIBIT 1 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 1 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 1 4. The proposed development is designed to minimize traffic congestion. SEE ATTACHED EXHIBIT 1 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. SEE ATTACHED EXHIBIT 1 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 1 Planning 8� Development Department, 100 S. Myrtle Avenue, Ciearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 6 of 8 Revised 01/12 °1 r � C earwate U Planning & Development Department Flexible Development Application Flexibilitv 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 DETAIL, EACH CRITERION IS BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL (USE SEPARATE SHEETS AS NECESSARY). � z 3 4 5. 6. � SEE ATTACHED EXHIBIT 2 SEE ATTACHED EXHIBIT 2 SEE ATTACHED EXHIBIT 2 SEE ATTACHED EXHIBIT 2 SEE ATTACHED EXHIBIT 2 SEE ATTACHED EXHIBIT 2 SEE ATTACHED EXHIBIT 2 8. SEE ATTACHED EXHIBIT 2 Planning 8 Development Department, 100 S. Mynle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 7 of 8 Revised 01/12 ° learwater �C Planning & Development Department Flexible Development Application � Affidavit to Authorize Agent/Representative 1. Provide names of all property owners on deed — PRINT full names: DECADE GULFCOAST HOTEL PTNRS J K GULFVIEW 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property: 17/29/ 15/00000/220/0200 3. That this property constitutes the property for which a request for (describe request): 4,400 SQ FT COMMERCIAL DOCKS (COMBINED DOCK AREA FOR BOTH DOCKS) FOR USE BY EXISTING AND APPROVED UPLAND HOTEL GUESTS 4. That the undersigned (has/have) appointed and (does/do) appoint: TERRI SKAPIK/ WOODS CONSULTING as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorize�,6�ty representatives to visit and photograph the property described in this application; 7. That (I/vu�e), th�e unc�er�igned authority, hereby certify that the foregoing is true and correct. �� . . Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS BEFORE ME THE UNDERSIGNED, AN OFFICER DULY COMMISSIONED BY THE LAWS OF THE STATE OF FLORIDA, ON THIS �� DAY OF C��; �,r , I , PERSONALLY APPEARED „�n'�''F ��C��.P .�.C— WHO HAVING BEEN FIRST DULY SWORN DEPOSED AND SAYS THAT HE/SHE FULLY UNDERSTANDS THE CONTENTS OF THE AFFIDAVIT THAT HE/SHE SIGNED. —��.� �.•'ta"'r"''��.ti AJA WILLETTE s ys Notuy Pubiic - State of florida = •= My Comm. Expirea Dec 12, 2014 �� r Commiasion �k EE 19570 Notary Public Signature "'�°� ��•'� londed TArouph National Notuy Asan. Not e My Commission Expires: ��-" (�— �j� � Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 8 of 8 Revised 01/12 EXH I BITS 1 AN D 2 WRITTEN SUBMITTAL REQUIREMENTS EXHIBIT 1 DESCRIPTION OF REQUEST—OBSERVATION DECKS Repuest: Construct two (2) observation decks at the subject parcel with one deck to be located adjacent to the existing Holiday Inn and Suites and the other to be located adjacent to a recently approved, but not yet constructed, hotel building at the west parking lot. a. (2) docks: Dock A is 2,500 sq ft; Dock B is 1,900 sq ft for a total of 4,400 sq ft in deck area and (0) wet slips; and b. No variances are being requested. Narrative: There are (2) docks/observation decks proposed as an accessory use to the existing and proposed hotels at this parcel. The total deck area proposed is 4,400 sq ft and no wet slips are proposed. The decks will be available to hotel guests. The submerged areas were surveyed by an environmental scientist to check for the presence of submerged resources, such as seagrass beds, and none were found. Fire protection is provided for the over- water structures as well as potable water and electrical power. The decks meet the dimensional standards as set forth in the Community Development Code and no variances are being requested. As there are no slips proposed, both structures will be entirely hand-railed with a minimum of 42"-high railing. EXHIBIT 1. GENERAL APPLICABILITY CRITERIA FOR DOCKS 1. The proposed development of the land wil/ be in harmony with the scale, bulk, coverape density and character of adiacent properties in which it is located. The developed properties along S. Gulfview Drive are a mixed-use of high-rise condominiums, resort hotels, and retail uses and falls within the Clearwater Pass District. The property immediately adjacent to and east of the subject parcel is Shephard's Resort where an over-water deck is built. The property immediately adjacent to and west of the subject parcel is a condominium development with no over-water structures. Based on the subject parcel being at the point where the Coastal Construction Control Line (CCCL) along Clearwater Beach terminates, there are no docks from the subject parcel towards the Beach and fronting the Gulf of Mexico as those structures are either not allowed or require extensive permitting with the FDEP Office of Beaches and Coasts. The proposed docks are located entirely within the boundary of land owned by the applicant and two decks rather than one large deck are proposed as an accessory use to the existing and recently approved hotel buildings. There are no existing docks or decks to compare this project to as you look further east of the Shephard's property. This is likely due to one primary reason. This stretch of shoreline from the subject parcel to the Sand Key Bridge was once renourished with dredged material to create a beach for hotel guests and the public. Unfortunately, there has been no beach renourishment since and now the coastline consists mainly of rock jetties and pocket beaches which are the result of beach scouring. At the former hotel that was immediately west of and adjacent to the Bridge, more than an acre of beach has eroded away and now the exposed seawall is all that prevents further scouring. With the absence of a beach, hotel owners are finding new alternatives to give their guests a"waterfront experience". The applicant is doing so by constructing over-water gathering areas by way of observation decks. Paqe �1 HOLIDAY INN DOCKS Exhibits 1 and 2 2. The proposed development will not hinder or discourape the appropriate development and use of adlacent land and buildina or sipnificantly impair the value thereof. The proposed docks will not hinder or discourage development at adjacent properties as both adjacent properties are fully developed. Although the parcel has approximately 600 linear ft of shoreline, only two relatively small decks are proposed to provide a generous setback of 194 ft to the east shared property line and 90 ft to the west shared property line The proposed over-water structures also do not exceed the maximum allowed width and are located entirely within the owner's property boundary to not infringe on the adjacent properties. The decks will actually serve to improve the value of the subject parcel and surrounding properties as guests will be able to congregate and use areas that have been inaccessible due to beach erosion. Additionally, the proposed decks extend only 50 ft into the waterway which is only 4% the width of the waterway given the waterway is 1,357 ft wide. This will ensure the decks do not hinder use of the waterway or any existing or future developments. 3. The proposed development will not adversely affect the health or safety of persons residinp or workinp in the neiphborhood of the proposed use. The proposed decks will be part of the hotel resort's common area and open to guests during set hours. All guests will be required to abide by hotel Rules and Regulations. Such regulations often address appropriate behavior, proper waste disposal, allowed activities and enforce hours of operation. 4. The proposed development is desiqned to avoid traffic conqestion. The decks will be for use by the hotel guests. Therefore, the proposed decks will not create additional traffic on Clearwater Beach. The proposed development is consistent with the communitv character of the immediate vicinitv of the parcel proposed for development. The proposed decks are consistent with the zoning and land use for this project. The Clearwater Beach area is dependent on waterfront developments to attract tourists and residents to the area. By having decks available to hotel guests, the proposed decks will improve the community character of the area. The desiqn of the proposed development minimizes adverse effects, includinq visual, acoustic and olfactory and hours of operation impacts on the adiacent properties. There will be no negative adverse effects visually as the decks will be fixed structures and constructed of wood or composite decking supported by timber pilings. The construction materials and installation requirements will adhere to the Pinellas County dock construction code. There will be no negative adverse effects acoustically as the decks will be for use by hotel guests and restricted to use as determined by the hotel. There will be no high/dry slips, no load out, any wash racks, any fueling facilities, etc. There will be no adverse olfactory effects as there are no slips so there is sewage pump out station or upland holding tanks, trash receptacles will be emptied by hotel employees daily to make sure there are no garbage odors. Page �z HOLIDAY INN DOCKS Exhibits 1 and 2 EXHIBIT 2 DOCK CRITER/A SECTION 3-601C.3. (a) THROUGH (h) (a) Use and Compatibilitv The developed properties along S. Gulfview Drive are comprised mostly of condominiums and hotels with overnight accommodations. The property immediately adjacent to and east of the subject parcel is Shephard's Resort where an over-water deck is built. The property immediately adjacent to and west of the subject parcel is a condominium development with no over-water structures. Based on the subject parcel being at the point where the Coastal Construction Control Line (CCCL) on Clearwater Beach terminates, there are no docks from the subject parcel towards the Beach fronting the Gulf of Mexico as those structures are either not allowed or require extensive permitting with the FDEP Office of Beaches and Coasts. The proposed docks are located entirely within the boundary of land owned by the applicant and two decks rather than one large deck are proposed as an accessory use to the existing and recently approved hotels. There are no existing docks or decks to compare to further east of the Shephard's property for several reasons. First, this stretch of shoreline from the subject parcel to the Sand Key Bridge was once renourished with dredged material to create a beach for hotel guests and the public. Unfortunately, there has been no beach renourishment since and now the coastline consists mainly of rock jetties and pocket beaches which are the result of beach scouring. At the former Sun Dial hotel, more than an acre of beach has eroded away and now the exposed seawall is all that prevents further scouring. With the absence of a beach, hotel owners are finding new alternatives to give their guests a"waterfront experience". (bl Impacts on Existina Water Recreation Activities Persons using the adjacent waterways for recreational or commercial purposes will not be impacted by the proposed decks. The proposed decks do not impede navigation, Clearwater Pass or use of existing recreational areas. The decks extend only 4% of the width of the waterway as the waterway is 1,357 ft wide. (c) Impacts to Navipation As noted above, the proposed docks do not impede navigation as the docks do not extend more than 4% the width of the waterway to preserve use of the waterway and the use of Clearwater Pass. The County uses a rule that docks or decks be no closer than 150 ft to the centerline of a Federal Channel and the Corps of Engineers uses a rule that docks or decks not be closer than 100 ft to the edge of a Federal Channel. The proposed docks are actually 945 ft from the centerline of the Pass (a Federal Channel) and almost 900 ft from the edge of the Federal Channel. (dl Impacts on Marine Environment The decks, as designed, will have no adverse impacts to the marine environment as there are no sea grass beds along the shoreline. (�age �3 HOLIDAY INN DOCKS Exhibits 1 and 2 (el lmpacts on Water Qualitv The decks will be installed using pre-treated pilings that are vinyl-wrapped from the mud-line to 2 ft. above the mean high water line to prevent leaching of copper, arsenic and/or chromium from the timber into the water. Also, there are no slips so there will be no fueling, marine service activities, no commercial activities, etc. that would contribute to a water quality problem. The facility will also provide proper trash receptacles to avoid discharges of waste into the water. (f) Impacts on Natura/ Resources As noted above, the decks will not impact natural resources as there are no submerged resources in the deck areas and no boats will be mooring at the proposed over-water structures. (g) Impacts on Wetlands Habitat/Uplands There are no wetlands, only surface waters at the site and there are no protected resources within the project area or within the footprint of the proposed decks. Handrails will be installed to prevent boats from mooring at these structures. (h) Dimensional Standards 1. Proposed Use: The 2 decks with 4,400 sq ft will be for use by hotel guests and no (0) wet slips are proposed. 2. Property Width: The property width measured at the shoreline for the property is approximately 600 ft. and is used to determine the required side setbacks, length and the width of the proposed docks. 3. Setbacks: The side setbacks required by code are calculated as 10% of the property width as measured at the shoreline, or 60 feet using the property width of 600 feet. The actual setbacks as proposed are approximately 90 ft and 194 ft to the west and east, respectively. See Sheet 3 of Woods Consulting's plan drawings for the deck setbacks. 4. Lenqth: The deck is allowed by code to extend 75% the width of the property, or 450 ft. with a property width of 600 ft. The actual maximum length as proposed is 50 ft. Therefore the decks are compliant with the allowed length. Although a strict interpretation of the code allows for longer decks, the decks are much shorter to remain within the parcel boundary of subject parcel. See Sheet 3 of Woods Consulting's plan drawings for the deck /engths. Pag� �4 HOLIDAY INN DOCKS Exhibits 1 and 2 5. Width: The deck is allowed by code a width of 75% the width of the property, or 450 ft. using the property width of 600 ft. The actual maximum width as proposed is 80 ft. When measuring the overall width — including the docks, slips and space between decks, the decks are still within the maximum 75% width allowance. See Sheet 3 of Woods Consulting's plan drawings for the deck widths. 6. Area: The total deck area for both decks is 4,400 sq ft. 7. Width of Waterwav: The width of the waterway at the location of the proposed decks as measured perpendicular to the shoreline is approximately 1,357 ft. The maximum length of the decks is 50 ft which is 4% the width of the waterway. 8. Sea prasses As noted above, there are no anticipated adverse impacts to the marine environment as there is no submerged vegetation along the entire shoreline or within the project area or footprints of where the decks will be constructed. r��ye �5 HOLIDAY INN DOCKS Exhibits 1 and 2 EXHIBIT 3 OWNERSHIP DEED x��,ruv To: jY4 !Qo �First Amecican litic lns. Co. 254U0 US 19 N, Su3tc i35 Clear4rater, FI, 33763 J� � � .. D3-35883Q RUG-28-20D3 2:57pM �- F'FNELLAB CO BK 13028 PG 17�2. IIIlll1111II1�fl�IfIIIIIIIyIIIIIIIIIIIIII�IIlI ' � c�/�Y _— This Instrumeni prepared by: William H. Diamond DeCampa, Diamond & Ash 80S Third A�enue, Sixth Floor New York, New Yoric 10022 � � f%Ar tionnr(�inrr ♦1.:., t....c.., ♦ ��.Q a �-� . �.•.:.. .:-� �. . � Mary Neese Fertl, Esq. Quarles & Brady LLP 411 East Wisconsin Avenue Milwaukee, WI 53202 � * � �c�s � 'C AGC; # � . CHC k3�7 —� c,c a�r �r� DS DR219 �, �Q os INr FE£S tlfflll f_ I li 1 a �L �CIi1CR! NLLIt11 Uf �.Itt� FINELL�S CQt�tY: FLDRI�}A (?2F� 4b�-�?QB �2�8�1 �8-2�-�l3 14r5?:2� i�l,l 5f DEU-3K GUEFSiIEi� f1C f�i�� I#:03358'43Q BK:134?.� �'G J,722 C�G.172,� I�LI�Dit�G OQ� FAi�S 1'� `� �1�.5a A i�c s�r� - �� ,; ' � -� �, �, ��,i� __ ` , �, � ,'��'� �4�4�2.�� }�!� �, � : ��s�f�.� � ' C�l�f��iE: $.t�tl � ,� -- I�ir�� .�c �� F. ��,s�..a�, c�.�c o� c�� ,_ PII�I.`lA5 COIJNf1',� fLO��DA . t7�7? 464-3008 ��' ' --�� — P� � � ; 3�1�3- �$-�9 �OQ3 I5:0�.10 �] :- ��. ,J�� j �' , ' � .0�4DQ.4�_� Giii.fi� N�.iEL �/ ^— �' -RE�qE 13 �4.�,� � TaT�: ,� �, ; . � � � C�CK t��T.1F'...�{DERED: , �f�GE: SPECIAL WARRAI�'TI', ��ED; � �Y j3�-jy � , , ,; -- � , THIS SPECI.AL WARRANTI�AE�D mad@ �s`'of the� day of August, 2003 by AGH PSS I, INC., a DeIaware corporation, ,whose �ailing address i.s �501 Narth Fairfax Drive, Arlington, Virginia 22203, hereir�a�er,caIled t�i� Grantor, to (a) DECADE GULFCOAST H4TEL PARTNERS LIMI�D ��,�,�'T1�E�SHIP, a Florida limiEed partn,ership whose maili�ng address is NI9 W24x30 Ri�envood Drive, Suite 100, Waukesha, WI 53188 and whose Tax I.D. Number is 59-339Q884 a�,Co an u�divided 84% tenancy-in-common interest and (6) JK GULFVIEW LLC, a��0fida�Ii�ted liabiIity company whose mailing address is N19�W24130 Riverwoad Drive, Suit�'100s°Wa�esha, WI 53I88and whose Tax I.D. number is� � to an undivided 16a/o, �e�ailcy-in-cdmmon interes#, such entities being hereivafter collectively called the Gra��ee,(-vv�ie�e�er used hereunder the tem3s "Granto�" and "Graatee" include alI the parties to this,instrnm�nt a�:c� the heizs, Iegal representafives and assigns of individuals, and the successors a{�c� assigns b� carporations, Iimited partnerships and limited liability carnpanies): . , , ,� �, �K��V'�S�TH: That the Grantor, for and. in consideration of the sum of Ten ($10.00) Dc�Il�rs_ an�i_�t�er valuable cansiderations, receipt whereo£ is hereby acknowledged, hereby <�{azrt�s�.ba baair�s;'selts, aizens, remises, releases, conveys and conf�rms unto the grantee, all that c�itain�l,al�d situate in PineIlas County, Florida, described as folIows: . �, :��, '� , '� ;� A survey and tie-in of a parcel of la.r�d in Section 17, Township 29 Soath, Range 15 E, '. � � _ _ �',' f�rther described as folIows: ��.1� qD From the Northwesterly cornar of Lot 1, Block C ofBaqside Subdivision No. 5 as recorded in Plat Book 38, Page 38 of the PubIic Records of Pinellas County, Florida; ihence run North 54 deg. 25'30" West 65.14 feeE along the Southerly iine of Gizlfview Boulevard fox a Point of 8eginning; Ehence contiuue North 54 deg. 25'34" West along said Southerty Iine of Gulfview Boulevard, 467.74 feet to the Northeasterly corner of Lot 43 in LIoyd-White-Skinner Subdivision as recorded Plat Book 13, Page 12 of the Public Records of Pinellas County, Plorida; thence run South 35 deg. 34'30" West 400.U0 feet to �4.� �4.�t3 �.QO PINELLRS CDUNfY FLA. OFF,REC,BK I3D28 PG 1723 the bulkhead tine; thence South 54 deg. 25'30" East 316.13 feet; thence along a curve to the lef�, raclius 534.30 feet, arc 213.63 Feet, chord bearing South 65 deg. 52'4S" East, chord 212.21 feet; thence South 77 deg. 20'00" East 87.38 feet; thence North 12 deg. ', '� 40'00" East 351.56 feet to the Point oiBeginning, , , _ , ,� ', Aad being the same land conveyed to Grantor by Special Warranty Deed dated. Fek�r�az�y�� _ '' 12, 1948 and recorded in Offieial Record Book 9996 Page 10I8 ' �� '�' , , , SUBJECT TO taxes far ihe year 2003 and subsequent years and thos�¢ertain �?er�rii��d Exceptions (as defined in Section 3.03 of that certain Purchase and Sale Agr�e�nent dat�d as of JuIy 14, 2fl43 between Grantor, as seiler, and Decade Pzaperties, Inc., a�-pt�xcp�a,ser, as �tended and as assigned to Grantee}. � ��_,, ,', � �' ��`''--' NOTE: Tax �olio Number of said real property is 17/29/15/OOObQl220/Q2b0. TOGETHER, with all the tenements, hereciitaments and appurtenances thereio belon,�ing or in anywise appertaining. TO HA VE AND TO HOLD, the same in feq aimpie for�ve,r�' �� , `, , ANU tkze grantor hereby warrants the t'�l� to said�and 'and will defend the same against the Iawful claims of all persflns claiming by, -tl�co�ig�i or u�3�ter the said grantvr, except as set forth above, but not ottzerwise. ,� , � - � �; ., ,, � , ,, , IN WITNESS WHEREO�,the,said � ' � , gantor has set grantar's hand and seal the day and year first above written. . _ , � �, � -- Signed, sealed and delivere�', :� ' AGH PSS C., a Delaware co orat' in the presence of � �� -' ` r ! `�� i' %�/ G ` y,6�' , � --- ' , � _ , Name• �1P11�.�"�' - l^�� i,lo .laS � �. � � , �, , �'�: �'.�1"�^� _r �. � ---�_,__ �_____�.T,•��` �+' �Name: _i��.�'� 1-} c} {'i�t 1Gi� . �- ' ��t�Mdlnt.e��Q�'t �!' ��P t(Z,. Q C�T_K!�'��^,_n�;,��I� � } .�-rx• `rr,�r� I � � �, �OLTN�'Y OF ARLIIVGTON } ss.: Ip zon By: ame: '� �', lLES Titte: �,'h i� �- C� jo erz�frn� O�i � e r by,..� T�le�%r�oing4 �nstrument was acknowle ed bef�re me f'�r�.r � , as Delaware corporation, on behalf o#'the carporation, Wh0 35�0 Notary .z7 day of August, 20Q3, �. o:f AGH PSS I, Inc.,-�� me. � ;: . - """� .. �= ° �, �_� �,�....e. •,;.�- • 1' ♦ �° r '��'Y�j� •. N F•,•C'•'',' o �� . ` . " .d•• ,�t a ... _ .'� • - �� f � - .- _ _ �-'::- __ � � � ■ � �r WOODS C4NSU LTI NG DOCK PLANS SCALE: NTS I Application # (OFFICIAL USE ONLY) TABLE OF CONTENTS SHEET 1 - PROJECT OVERVIEW SHEET 2- PROPOSED DOCKS A& B SHEET 3 - DIMENSIONAL STANDARDS SHEET 4- WIDTH OF WATERWAY SHEET 5- CROSS SECTION (A - A') SHEET 6- CROSS SECTION (B - B') SHEET 7- PROPOSED DOCK DETAILS SHEET 8- PROPOSED DOCK DETAILS SHEET 9- PROPOSED DOCK DETAILS SHEET 10 - PILING WRAP DETAILS SHEET 11 - TURBIDITY CONTROL DETAILS SHEET 12 - FIRE PROTECTION & UTILITY DETAILS Tue, 28 Oct 2014 - 2:56pm F:\PROJECTS\Keierleber Holiday Inn (547-13)\CAD\KEIERLEBER HOLIDAY INN CITY APP.dwg WOODS CONSULTING 1714 COUNIY ROAD 1, SUfTE 22 DUNEDIN FL 34698 PH. (727� 786-5747 FAX (727) 786-7479 REVISED: CLEARWATER HOLIDAY INN 521 S GULFVIEW BLVD TABLE OF CONTENTS WATERBODY WIDTH ±1357' WATERFRONT WIDTH ±598' MHW +o.s5' MLW -i.2a' ELEVATIONS REFERENCE NAVD-1988 SHEET 0 ►_�V`_�• `V �'-��'�iV�' �I ;� � �.� i �; No : � ; � ♦t; :* � omv°m : � � °a�m ,pt ;�� °o°-�,�o �: _ 30�� 9' � t��• Q�� '� ••• ��[ ' `��, awr� I� 'J" �� u 3 vv p1• �� oQ�� ill/�� w U SCALE: 1 "=80' * 0 w 0 z w � x w� PROJECT LOCATION PROPOSED ADDITION: "GUEST HOUSE" DEVELOPMENT 521 SOUTH GULFVIEW BLVD. CLEARWATER, FL 33767 PARCEL ID N0: 17-29-15-00000-220-0200 DEVELOPMENT ORDER FLD2013-11038 DATED JANUARY 23, 2014 0 u O I I � `: PROJECT LOCATION EXISTING AND TO REMAIN: HOLIDAYINN HOTELAND SUITES CLEARWATER BEACH 521 SOUTH GULFVIEW BLVD. CLEARWATER, FL 33767 PARCEL ID N0: 17-29-15-00000-220-0200 � U fp � �Yi�' � ,,� :. �� '� �� , • �. �� DOCK B 1,900 SF * � �f�,� Tue, 28 Oct 2014 - 5:04pm F:\PROJECTS\Keierleber Holiday Inn (547-13)\CAD\KEIERLEBER HOLIDAY INN CITY APP.dwg WOODS CONSULTING ,"4 �°��, R°,� ,. S�� 22 C L EA RWAT E R H O L I DAY I N N DUNEDIN FL 34698 PH. (727� 786-5747 FAX (727) 786-7479 521 S G U L FV I E W B LVD REVISED: OVERVIEW TOTAL SQUARE FEET 4,400 WATERBODY WIDTH ±1357' WATERFRONT WIDTH ±598' MHW +o.s5' MLW -i.2a' ELEVATIONS REFERENCE NAVD-1988 Application # / /\ � � > � � � � �' � �. � . � � r� _ * (OFFICIAL USE ONLY) �f � \� O \ � � �� <2 � \ ;',�..'� ..Jl. .lr: SHEET 1 #27664 �� P. •- •.• '� ��I .` V`Z;.� G � �c• �S'�, : :��:' ` '.��'. �� . ; � ,. � : ;* �omv°m � *' • m n .. : • �°povm - • • —o o�o 'O � � o,n �m i�•. ��4J�: ¢�^r �� • A�i � `� HKNN • � � ;6� ,� =ar� �iS •NA�-�?`��,` °W~� a �� tlfilll��, —cJj SCALE: 1 "=80' * 50.0 � � ' :��■ �� ' � �� o. � � � .�� ,sr O � o �__ � EXISTING RIPRAP * B � .�--�-, a��,� � �� : � � .� Application # / /\ � � � � � �' � � � � / �** * W � � B, z A' DOCK B � DOCK A w I SEE SHEETS 5& 6 FOR CROSS SECTIONS Tue, 28 Oct 2014 - 5:04pm F:\PROJECTS\Keierleber Holiday Inn (547-13)\CAD\KEIERLEBER HOLIDAY INN CITY APP.dwg WOODS CONSULTING 1714 COUNTY ROAD 1. S��E 22 C L EA R WAT E R H O L I DAY I N N DUNEDIN FL 34698 PH. (727� 786-5747 FAX (727) 786-7479 521 S G U LFVI EW BLVD REVISED: PROPOSED DOCKS A & B TOTAL SQUARE FEET 4,400 WATERBODY WIDTH ±1357' WATERFRONT WIDTH ±598' MHW +o.ss' MLW -�.24� ELEVATIONS REFERENCE NAVD-1988 i� ��` Q �`, ��' � � � : � `i• �� _ _. .. . r • � . (OFFICIAL USE ONLY) �' � �� -o \ �o� \ �� <� 2� \ SHEET 2 .:ERTIFICATE OF /1 6 : �[ ia n 1 �� ,�mm I •� a�m : W�oo : w o�m � J�� , P� l/ � �� 1 / Pi•� R�NN I.�`O:(��, � a � r ....• ' � o�W� S�ONP�.�. �U�� SCALE: 1 "=100' EXISTING SEA .:• I m� x � m z 0 m 0 -o �� SUBMERGED VEGETATION NOTE: � m�� NO SEA GRASS BEDS IN � PROJECTAREA OR IN FOOTPRINT � OF PROPOSED DOCKS Z m € � � EXIS�ING RIPRAP �� 1 �� — 80.0 --I UPLAND PARCEL BOUNDARY EXTENDS PAST SEAWALL AND OVER SURFACE WATERS LENGTH OF WATERFRONT = 598FT SIDE SETBACKS - MINIMUM REQUIRED = 60 FT WEST PROPOSED SETBACK = 90 FT EAST PROPOSED SETBACK = 194 FT LENGTH OF DOCK ALLOWED = 448.5 FT PROPOSED MAX LENGTH = 50 FT WIDTH OF DOCK ALLOWED = 448.5 FT PROPOSED MAX WIDTH = 80 FT --- -------------------------------- 25% WATERWAY WIDTH CLEARWATER PASS Tue, 28 Oct 2014 - 5:04pm F:IPROJECTS\Keierleber Holiday Inn (547-13)\CAD\KEIERLEBER HOLIDAY INN CITY APP.dwg WOODS CONSULTING 1714 COUNiY ROAD 1, SURE 22 DUNEDIN, FL 34698 PH. (727) 786-5747 FAX (727) 786-7479 REVISED: Application # � (OFFICIAL USE ONLY) \ f� �Z O� �O -O \ �O� � �� <� Z � — — — EDGE OF ICW >800.0 — — CLEARWATER HOLIDAY INN 521 S GULFVIEW BLVD DIMENSIONAL STANDARDS TOTAL SQUARE FEET 4,400 WATERBODY WIDTH ±1357' WATERFRONT WIDTH ±598' MHW +o.ss' MLW -1.24' ELEVATIONS REFERENCE NAVD-1988 'Jl. o�r�: SHEET 3 ;ATE OF �y`��l1� _ ��f4�N #2 i �`°�Q,Q`�G�NSE'•••�/ '�� . V : � * �. � •� i �. . _ •�'• • • '� • •W" • • • * � .�• . . .. • •2• : . er : �., : . �� •. �., �O: �d,�� .IN..••'� ti ��` ♦ IONP' i�� I/11/Iltl�� W� � � pQM� Oo�m 3p�m � �� aW�� U3vv J OQ�'� �J U SCALE: 1 "=300' � .� Application # PROPOSED STRUCTURES (OFFICIAL USE ONLY) --'-- �----_ EXTENDED PROPERTY LINES 25% WIDTH OF WATERWAY LINE 100' ICW SETBACK LINE � CENTERLINE OF ICW — — __ _ — ---_ — _ — — — -- -- ____ -- — �► — — — — — — — — — —r� — Tue, 28 Oct 2014 - 5:04pm F:\PROJECTS\Keierleber Holiday Inn (547-13)\CAD\KEIERLEBER HOLIDAY INN CITY APP.dwg WOODS CONSULTING 1714 COUNiY ROAD 1. S��E 22 C L EA RWAT E R H O L I DAY I N N DUNEDIN FL 34698 PH. (727j 786-5747 F� `�2�, �86_�4�9 521 S G U LFVI EW B LVD REVISED: NAVIGATION TOTAL SQUARE FEET 4,400 WATERBODY WIDTH ±1357' WATERFRONT WIDTH ±598' MHW +o.ss' MLW -�.24' ELEVATIONS REFERENCE NAVD-1988 SHEET 4 ;ATE OF 00'Q -�!w' S, E -�� / I� �,v �' •• ``` ••� �� ,�I • ��!': �G 6 . � W v U %v ' d' a� • ;W� �mv� Q; * � ; W .. po�m • ; Z � oocoo *� � . �.� 30,'A�m Q'. U, � Q � : . �`q ; � . ,� F K N N ,I�, • � � � �(/,,�� = Q I� I� ...• Q�� U3� � ,, � �S �ON,,, �u~� SCALE: 1 "=10' Application # (OFFICIAL USE ONLY) CROSS SECTION A - A' SEE SHEET 2 FOR CROSS SECTION A LOCATION 50.0 ■ A r 42"-HIGH RAILING FOR ALL PORTIONS OF DECK OVER WATER 1 SEAWALL ELEVATION +5.26' NAVD88 APPROXIMATE BOTTOM CONTOUR Tue, 28 Oct 2014 - 2:56pm F:\PROJECTS\Keierleber Holiday Inn (547-13)\CAD\KEIERLEBER HOLIDAY INN CITY APP.dwg WOODS CONSULTING 1714 COUNTY ROAD 1, S�RE 22 C L EA RWAT E R H O L I DAY I N N DUNEDIN, FL 34698 PH. (727) 786-5747 F,� `'2','86_'4'9 521 S GULFVIEW BLVD REVISED: CROSS SECTION A - A' WATERBODY WIDTH ±1357' WATERFRONT WIDTH ±598' MHW +o.ss' MLW -�.z4' ELEVATIONS REFERENCE NAVD-1988 NAVD-1988 MHW ELEV = +0.65 FT MLW ELEV = -1.24 FT SHEET 5 2TIFICATE OF TION #27664 �- �'��.�� I `.. Q.�. •��1 S E ••' '�, ♦ ; �G ,* �� . , _ :� _ _ _ �� L11� = ��-]]]'''W_ r � � � • � � : • � i : •(�� I • i � ,� � � • ,� I � • � � r •.� � ♦ `,� ��i S 10 P `� ��/�� n �� w� >� � oQm� m °oo°zoo �OO�umi Q�^^ FW-KNN awi.n =Q�� OaF� � J u SCALE: 1 "=15' I Application # (OFFICIAL USE ONLY) : SEAWALL ELEVATION +5.18' NAVD88 d CROSS SECTION B - B' SEE SHEET 2 FOR CROSS SECTION LOCATION COVERED DECK 15.0 ��_l__� . . APPROXIMATE BOTTOM CONTOUR : 42"- HIGH RAILING FOR ALL PORTIONS OF DECKING OVER WATER NAVD-1988 MHW ELEV = +0.65 FT MLW ELEV = -1.24 FT Tue, 28 Oct 2014 - 2:56pm F:\PROJECTS\Keierleber Holiday Inn (547-13)\CAD\KEIERLEBER HOLIDAY INN CITY APP.dwg WOODS CONSULTING ,"4 �°�"n R°"° ,. S�RE 22 C L EA RWAT E R H O L I DAY I N N DUNEDIN, FL 34698 PH. (727) 786-5747 FAX (727) 786-7479 5 21 S G U L F V I E W 6 L V D REVISED: CROSS SECTION B - B' WATERBODY WIDTH ±1357' WATERFRONT WIDTH ±598' MHW +o.s5' MLW -�.za' ELEVATIONS REFERENCE NAVD-1988 SHEET 6 :ATE OF .��"--'��- U�'I ��• � ,�I �'• �i W v :* i>� . ��m_p 'li�°`om� �ad-m �,� :W oo�o (� 2��Jll)N � O`i�_ � a��^ � FOCNN a� � •� �� =F�� ••••• �,`, v3 , fONP��`� °W�� ►t��t�• — � SCALE: NONE It is the intent of the following construction details to be a reference guide for quality, structural and safety standards. All structures to meet local, and or state guidelines for aquatic and marine construction. GENERAL DOCK NOTES: Application # 1. ALL DECKING TO BE TRIMMED, BOTH SIDES. 2. ALL PILINGS TO BE SEATED WITH A FREE FALLING HAMMER IF WATER JETTING IS INSTALLATION METHOD. ALL PILES TO BE TRIMMED SAME HEIGHT. 3. PILING CENTER TO CENTER SPACING ON ALL FIXED DOCKS TO BE 10' NOMINAL. AND NOT TO EXCEED 12'. 4. DOCK FRAMING AND DECKING TO BE CONSTRUCTED USING STAINLESS STEEL SCREWS (SCREWS TO BE TYPE SPECIFIC FOR MATERIAL UTILIZED). 5. WOOD DECK BOARD SPACING AT TIME OF INSTALLATION NOT TO EXCEED 1/8" TO ALLOW FOR CURING, COMPOSITE DECK SPACING NOT TO EXCEED 1/4". 6. ALL DOCK FRAMING OTHER THAN DECKING TO BE MINIMUM GRADE 2 LUMBER. 7. RASP OR FEATHER ALL SAWCUTS. 8. ALL CONSTRUCTION TO MEET OR EXCEED COUNTY REQUIREMENTS LISTED IN SECTIONS 166-(332, 333, & 334) OF THE PINELLAS COUNTY WATER AND NAVIGATION CONTROL AUTHORITY REGULATIONS MANUAL. 9. CCA WOOD NOT ACCEPTABLE FOR DECKING OR RAILING MATERIALS. WOOD TREATMENT AS FOLLOWS ARE ACCEPTABLE: ALKALINE COPPER QUATERNARY (ACQ), IF ACQ TREATMENT IS UTILIZED, THEN THE WOOD NEEDS TO BE SEALED WITH AN ENGINEER-APPROVED SEALANT. 10. IF A MAIN DOCK SUPPORT PILING FALLS IN CLOSE PROXIMITY (LESS THAN 2 FEET) TO A BOLLARD PILING REQUIRED FOR A FINGER PIER, THE BOLLARD PILING MAY BE USED FOR BOTH PURPOSES PROVIDING THE CENTER TO CENTER SPANS OF THE DOCK SUPPORT PILINGS DO NOT EXCEED 12 FEET. 11. 5/8" GALVANIZED FASTENERS ARE NOT TO BE USED IN WOOD WITH COPPER AZOLE TREATMENT 12. PILES TO BE WRAPPED FROM THE MUD (SILT) LINE TO 2.0' ABOVE THE MEAN HIGH WATER LINE (MHWL). WITH PRIME HIGH DENSITY POLYETHYLENE 30 MILS OR .030" THICK 13. ALL WOOD PLANKING WHICH IS TO BE OVER AN AREA OF SEAGRASS, IF PRESENT, SHALL BE NO MORE THAN 8" WIDE AND HAVE A MINIMUM SPACING OF NO LESS THAN 1/2" APART AFTER SHRINKAGE. 14. PILINGS TO BE INSTALLED IN AREAS CONTAINING SEAGRASS, IF PRESENT, TO BE INSTALLED BY JETTING WITH A 3" PUMP REDUCED TO A 1-4' (JET PIPE), AUGERING AND DRIVING. SHOULD ANY ACCUMULATION OF SEDIMENT OCCUR AT THE BASE OF THE PILING, IT IS TO BE REMOVED FROM THE GRASS AREA. Tue, 28 Oct 2014 - 2:56pm F:\PROJECTS\Keierleber Holiday Inn (547-13)\CAD\KEIERLEBER HOLIDAY INN CITY APP.dwg WOODS CONSULTING 7714 COUNTY ROAD 1, SUITE 22 DUNEDIN, FL 34698 PH. (727) 786-5747 FAX (727) 786-7479 REVISED: CLEARWATER HOLIDAY INN 521 S GULFVIEW BLVD DOCK DETAILS WATERBODY WIDTH ±1357' WATERFRONT WIDTH ±598' MHW +o.ss' MLW -�.2a' ELEVATIONS REFERENCE NAVD-1988 (OFFICIAL USE ONLY) ELECTRIC CONDUIT PVC WATER LINE UTILITY SECTION VIEW DECK SCREW PATTERN DOUBLE STRINGERS INTERMEDIATE � STRINGERS ONE SCREW INTO EACH INTERMEDIATE STRINGER LAP JOINT IL�I cNTS) Ik�i DOUBLE STRINGERSMIN. 4'OVERLAP INTERMEDIATE STRINGER MIN. 2' OVERLAP I� 12'MAX.O.C_______� 10' NOMINAL SPACING O.C. I SHEET 7 FLORIpA CERTIFICATE OF . � � ON #27664 ��>° ,........ / ��j � ��G ^ i ` ••�1 v •��'�I W � nr :�"- >� . �''� :� � o�n_O � � � = oQ�m = • :�i' .: °oaoo � � • � 3o,`AU"�i '. O : ST � � ��, � Q �...� -c� . ,p • . a W `r„ � i : !�j �� _��- i �. a �� a � � LENG.`��,, °Q�� f//111�\�� u SCALE: NONE I Application# (OFFICIAL USE ONLY) 2" X 6" RAIL 2" X 6" RAILS EQUALLY SPACED HANDRAIL DETAIL 4" X 4" HANDRAIL STANCHIONS PLACED 5.0' O.C. NOTE: IF COMPOSITE DECKING IS USED. O.C. STRINGER SPACING TO BE VIA MANUFACTURES SPECIFICATIONS, NOT TO EITHER 5/4"X6" SAWN EXCEED 24" O.C. BRqZILIAN HARDWOOD, 2" X 6" PT, OR COMPOSITE DECKING 2" X 10" INTERMEDIATE STRINGER MAX. 2.0' O.C. CCA OR ACQ .60 RET. 2" (POTABLE) ATTACH TO WOOD BUMPER W/STAINLESS STEEL HARDWARE, 4' �C �ILING TO BE FASTENED TO �RINGERS W/ SHORT BOLT, dD FASTENED TO PILE WITH iNGER BOLT WHEN AVAILABLE ALL BOLTING TO BE 5/8" S/S MINIMUM PILE BENT BRACING: ALL PILE BENTS TO BE CROSS BRACED WITH 2" X 10" #2 S4S CCA 2.5 RET. ONE SIDE ONLY MAIN DOCK � o 0 0 o , o � � o � � � � 0 I �' � o � ,� o o ' ' o � 2" X 10" #2 S4S CCA 2.5 RET. BRACING & I BLOCKING MIN 12" TIP PILING 2.5 C.C.A. RET. SET BUTT DOWN. MIN 8.0' PENETRATION. Tue, 28 Oct 2014 - 2:56pm F:\PROJECTS\Keierleber Holiday Inn (547-13)\CAD\KEIERLEBER HOLIDAY INN CITY APP.dwg WOODS CONSULTING 1714 COUNiY ROAD 1. S��E 22 C L EA R WAT E R H O L I DAY I N N DUNEDIN, FL 34698 PH. (727) 786-5747 F,� `'2','86_'4'9 521 S GULFVIEW BLVD REVISED: DOCK DETAI LS WATERBODY WIDTH ±1357' WATERFRONT WIDTH ±598� MHW +o.ss' MLW -�.2a� ELEVATIONS REFERENCE NAVD-1988 HANDR,41L (WHERE APPLICABLE) STANCHIONS PLACED 5.0' O.C. S EAWALL DOUBLE STRINGER 2" X 10" #2 S4S CCA OR ACQ .60 RET. 2" X 10" #2 S4S CCA 2.5 RET. ONE EACH SIDE ALL PILE CAPS & CROSS BRACING TO BE DOUBLE BOLTED AS SPECIFIED NOTE: ALL INTERMEDIATE STRINGERS TO BE LAP JOINTED AT BENTS 2.0' MIN. SHEET 8 • ''S/ -I CF�/'.• �'� � � -r:� ; ,� i j C�D Sg �'� �°�m—O �, � � �mm� R o�rm _=o��o ; � : ��inu� •� ,�`` QWN� • P �.� •�'�G�(// ,` Uav'- G,r1`��` o�w� t � �wF-�` IIi _ v SCALE: NONE I Application# (OFFICIAL USE ONLY) u u u i 0 B enuM,asnc sEAc SCH. 40 PVC SLEEVE' CONDU/T (WA7fR, AND ELEC.J NON-SHRINK GRDUi SECT/ON B—B UNE EXIRUSION 70 HAYE PVC SL£EVE /NSTALLED /N NON-SHR/NK CROUT L/NE EXTRUSION THROUGH SEA W.4LL (Nrs) Tue, 28 Oct 2014 - 2:56pm F:\PROJECTS\Keierleber Holiday Inn (547-13)1CAD\KEIERLEBER HOLIDAY INN CITY APP.dwg WOODS CONSULTING 1714 COUNiY ROAD 1, SURE 22 DUNEDIN FL 34698 PH. (7275 786-5747 FAX (727) 786-7479 REVISED: 2�� ATTACH TO WOOD BUMPER W/STAINLESS STEEL HARDWARE, 4' OC CLEARWATER HOLIDAY INN 521 S GULFVIEW BLVD DOCK DETAILS WATERBODY WIDTH ±1357' WATERFRONT WIDTH ±598' MHW +o.s5' MLW -�.za' ELEVATIONS REFERENCE NAVD-1988 SHEET 9 RIDA CERTIFICATE OF Y44i��Il�iI.QN #27664 ��- n��.r�iq •�i ,�� * � � ... .. �O I� I� aa: •' ��• � , W� , ;. �•;.� ; ,� � �; j N� � = Qmm� =rn' . s : R1 �OO`Cm =�.r s�_ m:�ljo�o : �1' � !/� � ,� � : � r � .��w �� . � • � : HOLNN : . a�n� � • 0�', �•',Ic ,�� • .....••'� �� o�w� ��,,��G�NEE�.�`� �� SCALE: NONE I Application# (OFFICIAL USE ONLY) Prime High Density Polyethylene Specifications for Pile Wrapping Material TYPICAL ASTM TEST PROPERTY VALUE METHOD Melt Index 190°C/2.16 g/10 min 0.25 - 0.35 D 1238 Density g/cc 0.955 D 1505 Tensile Strength @ Yield psi 4000 D 638 Elongation % > 600 D 538 Cold Crack Temperature (-76°C) D 746 Flexural Modulus psi 200M D 790 Environmental Stress Cracking F90h 45 D 1693 Underwriter Laboratory flammability rating: 94HB Complies with FDA Regulation 21 CFR 177.1520 . NOTE: ALL CCA TREATED PILES TO BE VINYL WRAPPED FROM MUD (SILT) LINE TO 2.0' ABOVE THE MEAN HIGH WATER LINE (MHW) WITH PRIME HIGH DENSITY POLYETHYLENE 30 MILS OR .030" THICK C.C.A. 2.5 RET. PILE Tue, 28 Oct 2014 - 2:56pm F:\PROJECTS\Keierleber Holiday Inn (547-13)\CAD\KEIERLEBER HOLIDAY INN CITY APP.dwg WOODS CONSULTING 1714 COUNiY ROAD 1, SUITE 22 DUNEDIN, F� 34698 PH. (727) 786-5747 F,� c�2>> �86-�4�9 REVISED: CLEARWATER HOLIDAY INN 521 S GULFVIEW BLVD VINYL WRAP DETAILS WATERBODY WIDTH ±1357' WATERFRONT WIDTH ±598' MHW +o.se' MLW -i.2a� ELEVATIONS REFERENCE NAVD-1988 NOTE: TOP ELEVATION CANNOT BE GREATER THAN 10' ABOVE MEAN HIGH WATER ELEVATION � 2.0 FT VINYL WRAPPING FROM MUD LINE TO 2.0' ABOVE MHW MUD LINE (Bottom) SHEET 10 #27664 ,,,��D * � �,;......'?O "'��,. . • : ��•. yE oa. Fy. N : :,� . • rn : s�s` m; � : N; � :V1.: t��c� � � ;�C: • � • � � • • * ,, .�,�P,,,��. ��Nii �� W �- >� n oQm� Oo�'m 30�� J�� Q�^� Q W � � U¢yv J OQ�� u SCALE: 1 "=15' WATER LEVEL CONNECTING RODS FLOAT � S� ° LAMINATED FLOOR , VINYL-POLYESTER � � 2�� MI FABRIC CHAIN WEIGHTED TYPICAL FLOATING TURBIDITY CURTAINS (DESIGN BY AER-FLO INC.) NOT TO SCALE � � *i TURBIDITY CURTAINS USE SMALLEST AREA PRACTICABLE Tue, 28 Oct 2014 - 2:56pm F:\PROJECTS\Keierleber Holiday Inn (547-13)\CAD\KEIERLEBER HOLIDAY INN CITY APP.dwg WOODS CONSULTING 1714 COUNTI' ROAD 1, SUITE 22 DUNEDIN FL 34698 PH. (727� 786-5747 FAX (727) 786-7479 REVISED: Application # TURBIDITY CURTAINS TO REMAIN IN PLACE DURING CONSTRUCTION *.:; CLEARWATER HOLIDAY INN 521 S GULFVIEW BLVD TURBIDITY CONTROL DETAILS WATERBODY WIDTH ±1357' WATERFRONT WIDTH ±598' MHW +o.ss� MLW -�.2a� ELEVATIONS REFERENCE NAVD-1988 (OFFICIAL USE ONLY) J ,; � SHEET 11 ,-�iQjJ '�N #27664 � ,,. .s �— :' Q-Q;; ` F•• .,r.�� . � ;� ��3�.' � s : �� w � : ��. .. it : �m_o . � oc�vm : . .,, o "� m ' *: :�� p�p0 .. ,� . .. �o�� ' ��s .' �: w u" I� I� � � ,� F-�NN I�,' • ,O `i�,, =Q�n ��•••. ��,�� c.>3 J� o�w ��.,,ONA� �.�. �W�� U SCALE: 1 "=100' I Application # (OFFICIAL USE ONLY) 2-1/2" FIRE DEPARTMENT CONNECTION 3" BRASS ADAPTER GRADE LEVEL FIRE DEPT CONNECTION (NTS) 6" WHITE SCHD 40 PVC PIPE FILL WITH CONCRETE CONCRETE 3" SDR 11 HDPE PIPE 36" MIN BURIAL PROPOSED FDC PROPOSED SDR II - ROUTING MAY VARY PROPOSEDFDC STANDPIPES 1) FOR EA. DOCK FIRE EXTINGUISHER 5. GULFVIEW BOULEVARD PROPOSED 6" FIRE SERVICE DR-14 l� ❑� FIRE EXTI GUISHER POTABLE LINE _� is—is�n—i�—rs—ia—n—n—�. UTILITY NOTE: WM POTABLE LINE POTABLE WATER AND ELECTRICITY TO BE FS FIRE LINE SUPPLIED TO EACH DOCK. TIE-IN TO EXISTING FIRE EXTINGUISHER (4ACOBC) IN AND/OR PROPOSED UTILITIES TO BE DECIDED EX FIBERGLASS CABINET (BY OTHERS) DURING BUILDING PERMIT REVIEW OR UTILITY PERMITTING. I Tue, 28 Oct 2014 - 3:12pm F:\PROJECTS1Keierleber Holiday Inn (547-13)\CAD\KEIERLEBER HOLIDAY INN CITY APP.dwg WOODS CONSULTING 1714 COUNTY ROAD 1, SURE 22 DUNEDIN FL 34698 PH. (727� 786-5747 FAX (727) 786-7479 REVISED: CLEARWATER HOLIDAY INN 521 S GULFVIEW BLVD FI RE & UTI LITY DETAI LS WATERBODY WIDTH ±1357' WATERFRONT WIDTH ±598' MHW +0.65' MLW -�.2a' ELEVATIONS REFERENCE NAVD-1988 .�jl � :lr�: SHEET 12 ICATE OF �#27664 . `�G`� ••_ S�•, v� _,i Q • •� � , � O r'J 86 �� i _ : .* - � � � � _ � �/ . - = "l ; �t � - w� � � • I i � � ♦ I � � � • `O �� , ♦ � A •�� ''�Si, �oN Ai-�`: ,`'� ��/111/i�� w� >� n oo�� 30�0 � J 11% ln Q�^^ H K N N =Q�� U � J OQ�� J U EXH I BIT 5 UPLAND DEVELOPMENT 4RDER AN D SITE PLANS APPROVED BY CDB 4�+�t�r�,o;.p� 4 g ,tt "'e4�� L i�%r'3�" � i �^4 �t ° .�'�,k,'�.. w. �� ,�; ��. �� . �*�� W � � �4 i�' �"'�wc, �a � ,r ' . � �., w.i q �° �� ~ �g, x � s. i '�',�.�-,�. k B 4 8 9 I�"t,~«:E��, �: L7,,� �:�<,�R,tf �3 (� `! L ..t. ��lr 4../' ��i '4.....� �a ,�.`d .1!� ..1. A. • T .L S. � .l.J .J.{. ��r�< F YI '�.i� �3 `. -i�' E�i �.IC,-I��1s 7 -,�. �I��R(ltr�� r? `Yet1- � ��r� '�fi .i��':r��. `��i.i� � 12i �ti;r , I+)O �„ i :t ?ti� .� r ,�tE.�i��,t ,ru��;�ti., �'�i.<�r:�i�ti ,i�i'7(�a fl.t.ili{�r_,r.{..°`?„)-,,()_3 i`).�1'.'� (,.�,}.,' . �., 1 : ' } `t(1�....it1{)�7 J�nu�ry 23, 2C)1� I�ychael J. I'31mer �ynergy Civil �nginecrirrg 3000 Gulf to Bay Soulevard Suite 201 Clearwater, FI. 33759 RE: Development [�rcler- Case FLl)2�}13-i it)38 �2i �vuil� GulFview Bo��levarr! ��ar Mr. I'<ihner: Th.i.s lcttcr constitutes tt 1,�7c�velapnient (?rdc;r• �ursu�nt to C'on�nit�i.�ity .i:)cvcloprnc;nt Godc (C`DC�) Section 4-2Q?.�. t�n January �1, 2d)l�i, the ('��mrnunity [�evelopm�nt 1.3aard (D�tC) revieti�ed your requsst fc�r Flexible lievelopment �.pproval to permit a 311-rc�on� c�vernight acc�mmc�dc�tion use (includin�; 189 existing ��nits and 75 ��welling units converted to 125 overni�ht accommodation units previc�usly ap�raved tind transl:ecred �ander �LD20�4-04425 ant� TDR20U4-Q901 l) in the Tourist ('i) ancl (��en SpacelRecre�tic�n (OS/R) ilistricts �vith a. lot a�e� e�f 4.87 acres (3.908 acr�s fonecl "f I3istrict and Q.4f? acres �c7r��:c1 US/R T)is#ric:t), a Ir�t w�idth u!" =�6'7 ieck, <r fr�>�x irictrtt�j sei;h7r.k c>r 1.5 i�r;e:t i�c� hirildin�i> zero i��:� (tct et�t;� �,ra;?,<1 ;�avin�;) t��r3 �1'LiE'2 �PC'.t (tc p�rki.ti�), �s �:idr (��•t�cs±a tir..;9�<?e�.k. t,r` l'i fEet (tn hiiilr_�i?�sx; ;�i�d z�:�.�� ft�r,� (tc� r_�xisY;i�� publie access side�valk), a side {east) setback o:f 10 fect (tc� esisting I�uilding) �tincl zero feet fCc� �xistin�? parking and dumpster enclns�a.t�e), a rear (sc��rth} s�tbaci: nfi IOCi f�:ct (tc> huildin�), a t��iilding height ai'99.� Eeet abi.�ve B{-►se .Floc,ci .F..1ev��tion (BF .F..� to te�p ot` roof cleek. {114 t:o top c>:F pealcecl roof screenin� elevltor and ot}ier i�.lecha:r�ical equipmentj �tnd ��7 parking spaces at 1.'Z9 ��rking space,s p�i• hotel room, und�r tlie �ruvisic��ls of' CDC' Secti��n 2-g(}�.J; ��pprc�val c�f a t�vo- year developrnent c�rder; a11d t� 1`ulfill the s.li��cie tree requirer��ent solely ��-ith paltr� ar�cl understory firees as part of a Coinprel�ensive L<tilclse�pe I'ro�;��arn ut�der the ��rc,visions �7f' 3-1'202.G. Thc CDF� APPRC3VED ihe ap�plic�:tia�l tivith �d:l��: tc>ll��vi7��, ��in�iin��s c��.f�I�a�lr Cc�rlcl�asion5 �i�I��v ��nd �;anditic�ns of Approval: Findin�s af Fact 1, The 4.$� tatal acr�� {'�.9t7� �.creti i�rT�;ci `3��:�urist C)istrict�.� U.96� �€:a�es ��iiec� C)�a�n Spaee/Reereation I)istrict} is It�cateci �n the s�uth sicle c�f' �;o�th Cxulfvit:v�� ulevard, between H3�mt�etl Urive a�Yi1 �.Bati3w�y �3��t�lev�ird ti��itl� ��tE7 #ee� trl� fr�>nt�i�� f«n� �+ou�tf�1 (ltilf� Baulev��rcl �ncl 6O1) ieet �a��fr�7n�a;�e ali:��t7 the C.;�ili� �t'l��l�xicr� ��vatc�►• �(�.►l�m� tl�e se��vall)r � Pa�rr►er; Deve[opment t�rder January 23, 2014 Page 2 af S Z. C)n January 1&, �t}{i5, th� C;c�.rn�zzun.ity 1}evei��ment .13c��rci (t;;.i:3li) a}�proved �,�ith. 1�4 canditions Case Nos. �'LD2004-04025/TDR2004-09011; �. E�n December 28, 2005, the Cornrn�inity Devel�pment Co�rclinator �ppt•oved � minor amendment to the approved site �,lan including � revised r�ofplan and architect�aral detailing, inociifications to the building elevations, re-routing of a sidew�lk, inoc�ification to foundation landscapinb anc� tlle eliminatir�n af' a secoiid stur-y cc�verecl �valktivay; �. �n Apz�il 5, 20(�6, ll�� Currirr►tn�i�v D�velupment Cacn-din�itor �ipprc}ved a minc�r am�n�me�rf t� the approvecl site p13�� vhich evnverted 52 hntel units tc7 �9 residential uttits �vhere the r�yuisitc r�tirn.ber ul��irkir�g 5��ic�s �vc��Glel be Prcrvicleei; 5. �n M�y� ]S, ?Q07, the C1�i3 �}��resvecj with four cc�nditions �;asc No. J�LD2()p7-�3{)Of� tt� �ern�it tl�e additie�n of a G,t4�} squ�jr�e-lo�t c<.mtei�ence ecnter �s an a�cessory use to �T� existing� hotel as a Co��prehensive Infill ReclevelUpineiii Froject u�der tl3e (then) provisions of S�cction 2-$03.C. 5. �1 tatal of 100 hotel units ru+�re converted io 7'� dwc.11ing uniCs Lay 2Q06. �; �ince 2006 the density far hotel unifis in tl�e 'T District increr�sed Prnm 4U units per �cre tn 5� uflits per acre where the density tor dwelling units remai�i constant at 3C} units �er acre thereby it�ereasin�; fihe eanv�rsi�n rate eaf d��eflin�;,units te� hot�] ua�its; $. The �5 dwellings previously converteci frorn 100 hotel units �re not�� i��i�� convert�d tc� i 2S hotel unit.s. 9. The property is currently being lised as a 185�-ur�it lx�tci �.vltkllll tW0 �7111IC�ILI�S; 10. Th�t the siibject prr�perty is ioc;�ted ��ithin the `I'c�urist (T�) and (.)�en Space/Recreation (O/SR) Districts anc� t.he� corr�spondi.n� �Resort F�<�lcilit�ies I-fi�;lY (R�HH) and �'�ate7� �uture Land I.Jse Plan categories; 1'l . That the subject pro�erty is Iacat�d in the South 13each.!C'lear��ter 1'ass District c�i' 13e�lc�h tr�� Design; 1;�;. The prapasal is tu construct a new l�c>rel builciin� c�� the pro}�erty cc�nsisting ��f l'75 avernigl�t accommodation units� 1�. The Prnpc�sll jnclutles t�vE: tlo�rs of p��+.�kirld_ t�;��.�- -7rn� �a�5tii;�; sa (-a�e ��;}.in� and �t,�:t:n�; park�n�; unde.r existin� t,uildin�� for �� total of 4(}7 p�t�ki�� spaces at i.�9 p��kin� Sp��ce�. per hotel. roo.m, 1°�4. 7'h� pro�osed buildiixg Ileight is 99.8 leet irom the B�i�se Floc�ci El��vatiari (B�'E} top af r{�of deck (114 to top of p�:aked raof screcning elevator and other mechanical eyuipment); 15. The propasal includes a front (nc�rth) setback nf 1 S fcet {to biii lding), zera fe�i (to entry placa paving) and ihree feet (to par�Cin�;}, a side (cv�st} setl�ack �f 15 feet (to l�t�ildin�;� and zero feet (to existing puYrlic access sicie4valk), a side {e�1st} �etback of l0 f'eet ttti existin� buildin�) and ze�rc� �eet (C� existin�; parkirag anc� du�n��ster ��ctc�sure}, ,l r�:a�►� (sou�t�) setback �f IOb feet (to buildin�}, l�a, Th�t the proposal. i.s otherwise fi�lly ii� c�>mpli��nce with �711 ��plicable ��}rtions �f the f3ecrcJ7 by Design guiclelir�es; and 1�. Tl�c�re arc no acti<<�e Code C'�fmpli��i7ce case:; �t�of� �ti�c s��bject }�r��perty. Ganclasions of i.�4v 1, Tl1at thc t3evela�men2 is con�iste:nt �.v�th ti1�; �=i:�i�Yi� �tn�� intent t,t°t1�� S��i��li� ��3ea�E�i`C:'l��tr��tel� Pass Uistrict c�f 13ecrc�lz b1� l�e.ti•i�yr: 2. Th�t th� dtveli�}�rti�nt prc�pc�s��l is c.�>�i<.�istent �1 ith li�e l)�,i�;ri €�'rt.�iticlit�e�; �rt� 13f�crf.•/r 1�� l.)e.5•i�rT Palmer; DeveCoprnent Drder January 23, 201 � Page 3 of 5 3. That the de�Felopment is ct�nsistent with the C�enera� I�ur�cases c�.#' the Cc�rnnlunity Development inciuding CDC Sections 1-103.B, I3 ancl F.5 4. That the development proposal is consistent with the Standards as �er GI)(� "I�ables 2-8t)1,1 and 2-803 af the Community Devela�ment Coc1e; 5. "I`hat the development proposal is consistent with the l� lexibility criteria 1or a �.'.omprehensive Landsca�e Pro�ram pursuant t� CDC Sectia�l3-l?02.G; �. Thaf the develapment propasal is consistent �vith ihe C�r:ner�l Standards icrr Lev�l C7n� anc� T��o Apprc�vals as per CI�C Sectiora 3-914.�1; 7. That ihe developn�ent pro��osal is cc>nsist�nt w�i�rh ttie ��lc�xibility crzteria ay per C:I�� ectiori 2-803.1 ft�r !C?vern:iolit Acconu��ocjations; �, That th� tlevelopment is cc7nsistent with applic�hlc �ic�rtic�j7s ca�' thr; C'ity's C;��nprehensive Plan; and �. That ihe application is consistent ��ith the reyuirement 1'or the suf��nittal ot su%stanli�►1 cornpetent evidence as per CDC Sectio�l4-2C16.:D.4. Con�itions of A�a�px�val: ��neraa�/Miscel�aneatrs� Gonc�rtions l. Th�tt the final dcsi�;n tlncl colc�r of the builciin� be �.�izsistent w✓ith the 41c;wt�tians �tppj-c��ed l�y th� CDB; �. Th�t there be no public/buest use 10� feet or higl�e��; 3. That any future freesiandin,� sign be a monument-style �ig�i anci that all sigi�s bc desi�ned ti� match the e:cterior materials and calar of the buildi»6, and that any freestandin�; signs be limited ta the minimum permitted by ti�e C'DC with regard tc� ��rea, h.ei�;ht and nt�mber; 4. That issuance ot � clevel�prnent permit by tiie Cit}� af` Clearwater dues tsc�t in �ny= way �r��te any righ# on the �art of an applicant Co obtain a J.�ern�it lrom a state or federal ageucy and does r�ot create any liabiliYy on ihe pari oi'th.e (:'it}J %�r issu�nc.�: n1'tlie pex•mit if the ap�lir..�nt fe?�ls tc� outain r�quisitc appro�,�als c�� f«itill tk�e ��hlib��kions rin�,r>sed ��;� a sts�te �>r Fed��al . agency �r unde�kes aczions that rr:s��lt in �t aic�l�ttion of st��t�: r�r ted�r�, la�v; 5. Tl��t al] irrigation systems he cannected tc� the C'.ity rec;l�tinled ��ater systezr► wllere av�3il�jt�le pe.r Cleartivater Cc�de o.f Qrdinanees, r�.rticle IX., TZeclaimed Watr�r Systern, �;ecti�ri 3?.376. Reclai�med water lines are av�ilablz in tl�� Gulfviewv Blvd ri�hts-of-ti�ay; 6. That �11 other applicable lacal, st�jte �and/o.r i'ec�eral pern�iis �ie obti�llle(� befc��•e commencement of the developrnent; `7. Th1t application tor t� building peci��ix M� sti�mitted ncj lat�:r th�3n .lanuaryr 21, 201C�, u7�less time exteilsions. are gi•a��ted }�urstaant to CDC Sectic�n 4-��l)7; �. �'tming L.onE�z�iuns - pria� ta is.st-�ancc= of,��c�i�n�1�t S. Th�.t priar to th.� issuance �f a�z� buildinb p�rmits, a19 a��licable requirem.ents <�f CFh��ter 39 of the B��ilding Code be met �•elat�ci t� sea�vall setbacks or variances obtained; �. Thai prior to the issu�nce af buiiciing pernaits, se�-tw�tle friendly li�ht tixturc;s be eT7�ptc►yed with the site design, witli c�rnpliance c(emo�l5trateei on p�lans acc�pta�le to the Enviran�nenCal En�;ineerinb i7i��isi��i; I�. That priar to tlie issua�ac�: c��f' ariv �c-i•mi1s, a r��i5e�� lrincisc�ipe �l��n �� s��i��n�ittet� tc� ��n�i �pprt�vecl by �taft' whicl� iruli�-��r.��s ��]] ��r�i��oscacl plan9 matf��ri��l l�t C't�)t�'-c��li.l��t in :ill ��s�ect�; i�7clriclin� but r��t liir�itec� tr� ,rre; ]'aimer; �evelapmenr C)rder January 23, 201A rage a of s li. Tl1at prior ta ihe issuance �f any b��il�in� �ertnits, the lac�tian ��acl visibil�ty caf electric equiprnent (electric panels, �oxes ancl meters) be revie�ved and, if iocated eateriar in the building where visible tiarr� any street trontage, be shown to be painted the same c�lor as the partion of the building to which such te�atures are attached; 12.1'ha� prior to the issuance of any perrnits, rcvised site �lan are suumitted tc� anel approved by Staff which indicate that pavers nr sortie other s�iit�jble paving material, ��s ct�c�rdinater� with Staf.f with regard tc� materials ��zd rnstall�tiort meti�oclology, �re i�secl �vhere ciriveways ��xisting �ndlo�r proposed} traverse sic�er�valks (�;xisting c�r prvpose��); l�. Tha� prior to tl�e issuance �f any buildin� pe�•�l�it5, the f�i1•e Departn�lent ��y rcquire the provision of � �iV�ter Study perf�;•meci by �� Fire I'rc�tection En�ineer in o�•der ta enslu�e thaC an atleguate water supply is available and to de�ermine il� any tipgra�les are rec�uired by the developer due to khe inlpact of the J�rc�ject. The w�3tei• supply mE�st be �ble t.c� supp�rt the t�ce�ls of �uiy rec�uired fire sprinkl�r, stan�lpi��e anrll��i� tire pump. If a fir� pump is �-e�luired, then the water s�ipply must be able ta s�apply 1 S() percent of its ratecl cEipacit}r; 14. Tl�at prior to the issuance of'any builtlin�; perrnits, CVICI�IIGC bC 5L1�71111tt�f.� �C) BIICj tipprovecl by Staff which indicates that the }�raposecl dutnpster wiil meet the i•equire�nents af NFI'A-1, 2009 cdition by p�•oviding �e one-l�our separntion �ii�d t� tire sprinkler �ystern i:or the protecti�n of the stntcttue. Suc� evidence r�vill be rec�uired tc� have beet� desi�ned by a fire protectic�n engineer in adtiition tca the architect af recorcl cletailing the one haur r.3ting �f the are� in q�aestion; lS.'�'hat priar ta the i�suance c�f �any permits, all sub-st�nc�ard siclewalks anc� side�valk ram.�ss adjacent to or � part c�f the praject shall be shown cm pl��ns To l�e irnpr��d t� n�eet the requirement �f` Local, State and/c�r I'�il��•�l stand�3r�cls inciuding ,�.D.A. rec�uiremei�ts {truncated dnmes per FL)O'C Index #304); I�i. That prior to the issuancc of �ny �ermit, a11 r�.�c��ir�ments of the (:,ent:ral Rn�ineerin�?, Stormwater Bn�;ineering, 'I"raffic Engi��eerin� and Fire I)epai�tmcnts l�e ��cidressed, �uid th�it any apPlicable P�rks �ncl Recreatic�n imp��c�t L�es l�e paicl; �'irn.in�> C'r.>nd�tiv�,s - p�°rnr ro �s,suanc;� �?f (:'�,3r•tiiicct�e� q}"Occr,r��crrrcti� 17. That prior to the issuance af a�ertificate c�f �ccu�ancy, the side��alk anc� �n}� �.s5c�ciated sidewalk ��nenities be installed to the satislacliem c�f City� Stai'.f� alo��rf Sol�th Gulfview Boulevard: 18..Tlia�t prior to t�e issuane� of a Certi�tic�te �1f C)ccupanc}� a cc�� o�f a�I-Iurri�ane EvKicuation P�tan be provicled to the City; 19. That prior tU the isstzance �f' a C;eeiiiicat� 01� Uccupancy that �Il rec�uir�ci '1'r��nsp�rtatian Impact I^ees be paid; and. 2�1. Tllat prior to the issuance ot <a Certilicate �i' Uccl�p�incy, all :��rvict; lin�s c�ntc> the ��r•o}�erty sllall be installe+� undergrc��nd. P��r�uaizt to CDC "�ectio�j �-4U7, an ap}�Iicaticm for a��tiilding ��ermit or c�tl�er ap�.�rc:>4�als sllall 1�e znade within twc� years of the d.�te af �'lexible Ue��elopment apprc�val {bv .lanuai•�;� ? I. 2t)1 fi). All required certificates al c7ceupane.y shall bc obt{iinecl �t�°itliit7 iwe� �rears �f the c��3te of issriance c�f i�e ini#ial buile�ing peri��it. The buildan� �rnlit inlist hc o;bl��til.ie�1_ ��ithii� sia rnot�ths of'the ii�itial �erm1T a�licati�m. 'T'his tiinetrame #� r�btain the ix�iti��l t�uilding permit m�y bE extc;nil�cl �#'c�r a�� ddit�ional six months fc�r c�us� b�= tl�� C�'��1�r7�i.u�it�� I')tv�l��pi��cr7t C'��r>r-�ii�7��rc�r. "�I`i�mc �[�i•aaij�s d�� rt�`►t ch��ngc wi,Tl� �ttccfssiv� r7��•ncrs. �l'he ('i�r��rr��r�iit�r�� t)cv�^lz�>��i��c:i�t C'cs��rclir��tf�r tn�v ��eant <�►� �almer; l��velopment Order January 23, 201d Page 5 of S extertsiit�n af tim:e fi�.r the Flexible 17zvelQ�rnent approval t«r° a periaci nc�t tt� �xeeec� c?r�� }=�ar and anly within the original peri.oc� af v�lic3ity. The issuance of tltis Development (�rcler does no# relie�re yo�a c�f the necessity to obtain ��y building permits �r pay any impait fees that may be r�yuirec�. Ii� areler tc� tacilitate the issuance of any pertnit nr license �fiected by il�is apprnv�l, please bring a copy of ihis I�tter urith you wlzen ai�plying for any permits or Iicenses that require this prior d�;vr;lopment appro��al. tldditionally, an appeal c�f �� I.e��t Two approval (Fiexible D�;velopmcnt) �nay t�e i�iti�ted �ursuant to CDC Section 4-SQ2.13 by th�; �}�pli��tnt �r by aity �e.rson gt-anted �arty status within 14 days of the date af the CDB meeting. The tiling af ari �pplicati�n/notice c}f �pi�eal shall stay tl�e effect of the dec�ision pendin� the� final c�eternlination of the case. If you haWe any c�uestinns, please do nat 1lesitate to call Mark 'T'. P�rr�, .Plai�n�r II1, at 727-�62- �7d1 or via email at mark.p�u-►-yr�i�rnvcica�-�v-ate�-.cc�r�i. �incerely, ��,,"� ./ � "� .�.�..-r,.-„- �vlichael elk, AICP Planning Director LOCATION MAP ENTRADA HOTEL �" 521 South Gulf View Boulevard Clearwater, Florida FEMA MAP PANEL NO. 12103C0104G FLOOD ZONES VE, AE (SEE MAP REFERENCE NOTE THIS SHEET) SECTION 17, TOWNSHIP 29 , RANGE 15 VICINITY MAP PARCELID:17/29/15/00000/220/0200 ��` / Sunshine81�1 MHP REfERENCES�. L BounEaryanETOpog2DhlcMapPreparedby5uncoastlantlSUrveying,Inc,mapentiHetl"BOUnOaryandTOpagaphlcSUrvey ot Holiday Inn &a[h 5115. Gulfview BoulrraN', Oated November 2, 2010, pmjM number 1006901. 2. Flood2rnetinesandCCCLlinexasprtparedby5uncoasiland5urveying,lnc.andareindlratedona mapreferenred 'BOUntlary anE io0ogrzphic Survey o(Haliday Inn Beath 5115. GulFkw 9oulevard', �ared November t,1010, Oroject number l0�fiA01. �SYNERGY [WII EnglnttAng, Inc /\ 3000GuItroBayBOUlm�d,5uite301 f � Clearwate�, FL 33]59 c / TeI.�J2J�)%193fi _,y Cell(>zi�q�0.'13a4 xxwsMe�6Y��+leng.mm SYNERGY Civil Engineering, lnc. vreoareev«: DECADE GULF COAST HOTEL PARTNERS, LP & J.K.GULFVIEW, LLC ss w:auo x`.e,wom a=re, w�re �m Ww4esM. WemrsN 53 W APCHRECT BPA Ckerws er, �IOxJa a3>56 vh: f��nueaw �� 1>�»a�a3ma SURVEYOR SUNCOAST LAND SURVEYING, INC. �n I ��le�upnai�� .: �e�vlessuso LANDSCAPE AHCHITECT Peratlise by Deslgn, Inc. saeH�m,,�oxma1srs rn: nn„�,.3�.0 .,,�.n: �.�eo..,m�n�e�va��mm urrn�mwn�es eryMxuuxmmrb w'IMV�wker IXy W oearw�ro vvetmWry.R33n6 ooSr.ryNeMr. cMNCM r.m.x�hPwdn m.sszum 55 S.MMIe�x. BuitlNy 4.0 1563J6'b 55 � R �� ReviewAgendls 8� u°vm.ix mwimin w� rn�n4 s ��`�' � �rcsv.xsmvioor ❑earwater,Ft33]56 � nm , sb�uxa ... �WMO atoryNenry � ]60 PiS. 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SITE LEGEND oasnN� a�.aiaw„: p PR� apP�p,�,v SIGN LEGEND STRIPING NOTES EMPADA LS .� � S�mwAYE � vimxocwcxe�vi.vv[uvn —___ 811EBWHO,wvuHe Sl15rMGUIhiWBaWmN 4�mb, ib�ltl� � vxoru4sonxuun��raEi noro9mcoHC�anu�wr '_—_— u� rn w� mnA�xrNiuvxx.l . sP�ce&uu.eesmv[owm��rxw� DECMEGUIFCOGSTHOTEL iTP mmMx � ...._ FxiSnNGdY�osr�veMwr smire r rr u� rnniwc PARINENS. lP 8 J.KaUIFVIEW� tLC � rp�rwc�� O �nvunuwsa.�s k oxowsEOCOxc�rnv�ExrsmEww� . s�o�uisra+wwmuaruuaxc. xsswievoumwmomewn��m ___ Sny smawux � , VfILRVWMNINGNOTE: WwYC1i�,wsmcN53�BB P1YJPV.4EDCURB �� DEru�LIrvYOE%H0.1�mnWPUORE�irso�rEPiOFDOT�� rtk Rs s ppiV9mmNG1A9PN.LLivaYEl/E]!! � �� ---- wmu�ce,nvowuiE+ SS NONQOMALCONiNOLPWI � BUMINf3CpIW1 SF 60UMEf£Ef P�VEAS . vPVEMExiMMpNG6PERiWlMIXtT.NE ho} No. Sak 11-018� ASNOlEO 10.18.�13 'OraMnP� � ArRbnNO. (�.-ai i ol 18 1 fl ��^f� ��.� I;�,. _ �-.,�.... ��-- �._„J�. � r -11 M- S. 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TfEYSXNLBEIN3�KLm.LO PLEIED,N:ARENOBE � . \ SERVICEPPIIXiTOCONSTqUCfpNpSpERNFPA?A1FlRE DFPMTMEIR CONNECTbH98l4LLL BE IpEMtIF� BY p SIGN THqT �Yyfy�-..�}} . . i � .I - � � � STATES i I () • r �-��'.\ � �� l�_�y��\ \�� .� 2�' � :\� 11.'NOPMqN0.FlHE0EPMTMENfCONNfLT10tYS16NS5iWLBE � 3rd i t �� 'f �J-' �� ?� y O; oESicxmw,umnawcevmmc�ortw�oernmMExrar ayj � � i �� i �� y TMMSPoRlATpNbTMiD/�RpRFpRMFOWMTI�N8IGN�(iEMNBE � T.�v 1IJ� <% I C I� � , i� - } \ �MIMAINEDWIT1AClF/�MNCEOFi12FEETINFRONfOFANDIp - l� G I � I dl �., r - �5� \�i.� � %�i�✓//i i- �, ��t�' G1: EDRION.MO01 GTONT08ECTKKJSS.eOFN�NYpMN�g r[: 2 µ . r . ,.'. -'-. . 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