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FLD2014-07022� 1 LL � l� �� -�►VATER DR 150 � 4 �H022 " FLD201 1 IT IS INCUMBENT UPON T grightwater Blue Resort LLC qtlas #: 276A INCOMPLETE OR INCORRE Zoning: Tourist __. .,.,�„„v�v. '.ng & Development Department �1Qpment Application •Uses or Non-Residential Uses JIA710N. ANY MISLEADWG, DECEPTIVE, 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 APPLI�ATION MATERIALS (1 ORIGINAL AND 10 COPIESj AS REQUIRED WITHIN ARE TO BE SUBMITTED FOR REVIEW BY THE DEVEIOPMENT REVIEW COMMITTEE. SUBSEQUENT SUBMITTAL FOR THE COMMUNITY DEVELOPMENT BOARD WILL REQUIRE 1S 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 WITM ALL APPLICABLE REQUIREMENTS OF THE COMMUNITY DEVELOPMENT CODE. FIRE DEPT PRELIMARY SITE PLAN REVIEW FEE: $200 APPLICATION FEE: 1,205 PROPERTY OWNER (PER DEED): Brightwater Blue Resort LLC MAILING ADDRESS: 2552 Drew St., STE 301,CIearwater FL 33765 PHONE NUMBER: 727-726-6678 EMAIL: bmazas@mac.com AGENT OR REPRESENTATIVE: Terri Skapik, Woods Consulting MAILING ADDRESS: 1714 County Road 1 5uite 22, Dunedin, FI. 34698 PHONE NUMBER: 727-786-5747 EMAIL: terriskapik@woodsconsulting.org ADDRESS OF SUBJECT PROPERTY: 150 - 190 Brightwater Drive, Clearwater, FL 33767 PARCEL NUMBER(S): 08-29-15-04932-000-0450; 0430; 0420; 0410; 0400; Q390; 0360; and 0340 LEGAL DESCRIPTION: see attached deed(s) PROPOSED USE(S): 6 commercial docks with 30 wet slips for approved upland resort development per FLS2014-04007 DESCRIPTION OF REQUEST: Specifically identify the request (include all requested code flexibility,• e.g., reduction in required number of parkrng spoces, height setbacks, lot size, lot width, specific use, etc.J: Request to modify dock plan approved under FLS2014-04007 to reconfigure wet slips and widen main docks and piers. Total dock area proposed is 4,844 sq ft(combined deck area of 6 docks with 30 wet slips total). No variances to dimensional standards are being requested. Docks conform to side setbacks, maximum width and maximum lengths allowed. Planning & Development Department, 100 S. My�tle Avenue, Clearwater, FL 33756, Ttl: 727-562-4567; Fax: 727-562-4865 Page 1 of 8 Revised 01/12 5 � LL ° C earwater U Planning & Development Department Flexible Development Application Data Sheet PLEASE ENSURE THAT THE FOLLOWING INFORMATION IS FILLED OUT, IN ITS ENTIREI'Y. FAILURE TO COMPLETE THIS FORM WILL RESULT IN YOUR APPLICATION BEING FOUND INCOMPLETE AND POSSIBLY DEFERRED UNTIL THE FOLLOWING APPLICATION CYCLE. • � 11; _ �1 t : _►.► _ '_�► � . ►a •. T RFH EXISTING USE (currently existing on site): currently vacant; 30-unit resort attached dwelling development recentiy approved by city PROPOSED USE (new use, if any; plus existing, if to remain): 30 wet slips for approved 30-unit resort attached dwelling development SITE AREA: 90,691.92 sq. ft. 2.082 GRO$$ FLOOR AREA (total square footage of all buildings): Existing: N�A sq. ft. Proposed: N/A sq. ft. Maximum Allowable: N�A sq. ft. acres 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 (15t 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. ( °/a of site} Proposed: N/A sq. ft. ( % of site) VEHICULAR USE AREA (parking spaces, drive aisles, loading area): Existing: N�A sq. ft. ( % of site) Proposed: N/A sq. ft. ( % of site) Planning & Development Department, 100 S. Myttle Avenue, Clearwater, FL 33766, Tel: 727-562-4567; Fax: 727-562-4865 Page 2 of 8 Revised 01/12 t .. , 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? $ 250,000 ZONING DISTRICTS FOR ALL ADJACENT PROPERTY: North: P South: T East: T West: T STATE OF F�ORIDA, COUNTY OF PINELLAS I, the undersigned, acknowledge that all Sworn to and subscribed b�fore me this �?J �� day of representations made in this application are true and �(,,L �� ,�, to me andJor by accurate to the best of my knowledge and authorize ' City representatives to visit and photograph the ��-L. y�/�i'z �� , w is personally known s property described in this application. produced as identification. 4 � Signature of property ov�€r or representative Notary pu My commissior%ex�ires: �-- �''—" � - -°• —= 1'� �' ,. -: „,��,,, �``�PRY ~�Bl��i HAYDEE VELEZ .. *� �;: Notary Public - State of Florida ;N��;c MY Comm. Expins Jm 31, 2017 '��; a �� ;,Q:� Commiasion � EE 87D�24 Planning & Development Department, 100 S. Myltle Avenue, Clearwater, FL 33756, TEI: 727-562-4567; Fax: 727-562-4865 Page 3 of 8 Revised 01/12 o Planning & Development Department � � �a�ater Flexible Develo ment Application P � Site Plan Submitt�l 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 FOLLO�N�NG INFORMATION AND/OR PLANS: ❑✓ Responses to the flexibility criteria for the specific use(s) being requested as set forth in the Zoning District(s) in which the subject property is located. The attached Flexible Development Application Flexibility Criteria sheet shall be used to provide these responses. ❑✓ Responses to the General Applicability criteria set forth in Section 3-914.A. The attached Flexible Development Application 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 pravide that information required by Section 4-202.A.5. � If this application is being submitted for the purpose of a boatlift, catwalk, davit, dack, marina, pier, seawall or other si milar marine structure, then the application must provide detailed plans and specifications prepared by a Florida professional engineer, bearing the seal and signature of the engineer, except signed and sealed plans shall not be required for the repair or replacement of decking, stringers, railing, lower landings, tie piles, or the patChing or reinforcing of existing piling on private and commercial docks. ❑ A site plan prepared by a professional architect, engineer or landscape architect drawn to a minimum scale of one inch equals 50 feet on a sheet size not to exceed 24 inches by 36 inches that includes the following information: ❑ 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) ofthe property, as applicable. ❑ Location, footprint and size of all existing and proposed buildings and structures on the site. ❑ Location and dimensions of vehicular and ped�strian circulation systems, both qn-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 Department, 100 S. Myltle 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 fcr each '=1oor of any parking gara�e. ❑ Demolition plan. ❑ Identification and description of watercourse+s, wetlands, tree masses, specim�n trees, and other environmentally sensitive areas. 0 If a deviation from the parking standards is reqiaested that is greater than 50% (��xcluding those standards where the difference between the top and bottom of the ra�nge is one parking space), then ;� parking demand study will need to be provided. The findings of the study will be used in determining whether or not c�e��iations to the parking standards are approved. Please see the adopted Parking Dernand St.ady Guidelines for further information. ❑ A tree survey showing the location, DBH and species of all existing trees with a DBFf cf four inches or more, and identifying those trees proposed to be removed, if any. ❑ A tree inventory, prepared by a certified arbor;st, o+� all trees four inches D'3H or inore 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 proposad developments if the total generated net new trips meet one or more of the following conditions: ■ Proposal is expected to generate 100 or rnore new trips in any given hour (directicnal trips, inbound or outbound on the abutting streets) and/or 1,000 or more new triE�s per day; or ■ Anticipated new trip generation degrades the level of service as a�opted ii� the City's Comprehensive Plan to unacceptable levels; or ■ The study area contains a segment of road�va��r andJor intersection with five repertable accidents within a prior twelve month period, or the segment and/or intersection exists on che Cit�s annual li:;t ��f most hazardous locations, provided by the City of Clearwater Police Department; or ■ The Traffic Operations Manager or their desi�;nee deems it necessary to require such assessment in the plan review process. Examples include developments that �3re expected to negatively impact a �onstrained roadway or developments with unknown trip generation and/or other un!<nown factors. ❑ A landscape plan shall be provided for any project �vhere there is a new use oa- a chaiigE� of use; or an existing use is improved or remodeled in a value of 25% or more of tl�e valuation of the pr�ncipal structure as reflected on the property appraiser's current records, or if an amendment is required to an existing approved site pl;�n; 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 appiiication for develupment approval: ❑ Location, size, description, specifications and quantities of all existing arid K�roposed landscape materials, including botanical and common names. ❑ Existing trees on-site and immediately adjacent tu the site, by species, size and location, including drip line. ❑ Interior landscape areas hatched and/or shaded and labeled and interior landsc:a�e coverage, expressed both in square feet, exclusive of perimeter landscaped strips, a �d as a percentage of the pav�d area coverage of the parking �ot and vehicular use areas. ❑ Location of existing and proposed structures arn� improvements, including bu1 n�t limited to sidewalks, walls, fences, pools, patios, dumpster pads, pad mounted transformers, fire hydrants, ovE�rh�sad obstructions, curbs, water lines, sanitary sewer lines, storm drains, seawalls, ui:ility easements, treatment of all ground surfaces, and any other features that may influence the proposed landscape. ❑ Location of parking areas and other vehicu'ar use areas, including parking spa:es, circulation aisles, interior landscape islands and curbing. ❑ Drainage and retention areas, including swales; si��e slopes and bottom elevatior�s. ❑ Delineation and dimensions of all required p�rimeter landscaped buffers including s ight triangles, if any. Planning & Development Department, 100 S. Myi�tle Avenue, Clearvuater, �L 33756, T��I: '►27-562-4567; Fax: 727-562-4865 Page 5 of 8 Revised 01fl2 . LL } � �� Planniz�g & Development Department Flexible Development Application ``' General Applicability Criteria PROVIDE COMPLETE RESPONSES TO EACH OF THE SIX (6) GENERAL APPLICABILITY CR17ERIA EXPLAINING HOW, IN DETAIL, THE CRITERION IS BEING COMPLIED WITH PER THIS DEVELQPMENT PROPOSAL. 1. The proposed development of the land will be in harmony with the scale, bulk, couerage, 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 Pianning & Development Department, 100 S. Myttie Avenue, Clearwater, FL 33756, Tel; 727-562-4567; Fax: 727-562-4865 Page 6 of 8 Revised 01/12 . . LL ° � ear�wat�r U Planning & Development Department Flexible Development Application Flexibilitv Criteria PROVIDE COMPLETE RESPONSES TO THE APPLICABLE FLEXIBILITY CRITERIA FOR THE SP�CIFIC USE(S) BEING REQUESTED AS SET FORTH IN THE ZONING DISTRICT(S) IN WHICH THE SUBJECT PROPERTY IS LOCATED. EXPIAIN HOW, IN DETAIL, EACH CRITERION IS BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL (USE SEPARATE SHEETS AS NECESSARY). �. z. 3. �� 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 SEE ATTACHED EXHIBIT 2 Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 7 of 8 Revised 01/12 LL ° � ea�r�va�ter Planning & Development Dep�rtment Flexible Development Application " Affidavit to Authorize Agent/Representative 1. Provide names of all property owners on deed — PRINT full names: BRIGHTWATER BLUE RESORT LLC 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property: 150 - 190 BRIGHTWATER DR.; 08-29-15-04932-000-0450; 0430; 0420; 0410; 0400; 0390; 0360; and 0340 3. That this property constitutes the property for which a request for (describe request): 4,844 SQ FT COMMERCIAL DOCKS (COMBINED DOCK AREA FOR ALL SIX (6) DOCKS WITH A TOTAL OF 30 WET SLIPS FOR USE BY APPROVED UPLAND RESORT ATTACHED DWELLING DEVELOPMENT 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 authorizes City representatives to visit and photograph the property described in this application; 7. That (IJwe), he undersigned autho ', hereby certify that the foregoing is true and cCrrect. Pro rty Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Property Owner BEFORE ME THE UNDERSIGNED, AN OFFICER DULY COMMISSIONED BY THE LAWS OF THE STATE OF FLORIDA, ON THIS p� �j �� DAY OF � C� , �� , PERSONALLY APPEARED ! � � L C' �� WHO HAVING BEEN FIRST DULY SWORN DEPOSED AND SAYS THAT HE/SHE FULLY UNDERSTANDS THE CONTENTS OF TH� AFFIDAVIT THAT HE/SHE SIGNED. ;, rl� � � _ � �nuu�q. � ;.ti1PaY PUB�� HAYDEE VELEZ " = _' • ° : Notary Public - State ot florida • . �,,,_,_�.- °. ;N�. '�� My Comm. Expires Jan 31, 2017' "'•.',��,��F,,��,�� Commf::ion N EE a70424 otary PubliC Signature Notary Nty Commission Expires: �"' �J ( —"� � Planning & Development Department, 100 S. MyKle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 8 of 8 Revised 01/12 4 EXHIBIT 1 DESCI�IPTION OF REQUEST - DOCKS Reauest: The subject property consists of 8 separate. parcels associated with addl-esses 148 through 196 Brightwater Drive on Clearwater Beach. The lots once housed several motel/hotels consisting of a seventy-four (74) rooms. Existing conditions are primarily vacant with the exception of an unfinished concrete block structure at the east end of the property. The parcels falls within the City of Clearwater's community redevelopment area known as the `Small Hotel' District under Beach by Design and within the Tourist Zoning Designation for Clearwater Beach. The subject upland development is Icnown as Brightwater Blue Residences and was recently approved for thirty (30) Resort Attached Dwelling [RAD] units with thirty (30) private boat slips. This application represents a change to the (6) docks and (30) wet slips that were previously approved. The new proposed docks have been reconfigured from what was previously approved and are larger in deck area. . Itemized Repuests: 1. Docks: a. (6) docks: 4,844 sq ft total d�ck area and (30) wet slips total b. No variances are being requested Narrative: The Brightwater Blue Residences project is located along the north side of Brightwater Drive within lots 34 through 46, inclusive. With the exception of an unfinished concrete block structure at the east end of the property, the overall site has been cleared. Originally, the sum total of the previously listed lots contained 74 hotel/motel rooms or overnight accommodation units. Brightwater Blue Residences has a total of 30 Resort Attached Dwelling [RAD] units proposed with 30 previously-approved boat slips. There are a total of six (6) docks proposed as part of the Brightwater Blue Residences. The total deck area proposed for all (6) docks is 4,844 sf with (5) wet slips each for a total of (30) wet slips. One slip will be associated with each RAD unit proposed. The slips will be available to hotel guests and/or resort unit owners and the slips will be occupied by recreation�l vessels. The docks proposed are labeled A through F. There will be no fueling, no pump out services, no boat repairs and no public use qf the docks. The submerged areas were surveyed by an environmental scientist to identify and locate submerged resources along the shoreline. The docks are designed such that there is no decking proposed to be located over the sea grass beds to avoid impacts to these protected resources. Handrails and signage are also proposed to prohibit mooring along the dock walkouts and areas where the sea grass beds are located. The dock walkouts are located, to the extent possible, to avoid sea grass beds. Additionally, the widths of the walkouts are reduced to 4 ft where they pass over grass to minimize impacts to the grass beds. As part of the project, three manatee education signs will be installed to promote manatee protection and awareness to vessel operators. Fire protection is provided for the docks as well as potable water and electrical power. The fire protection and water details are provided in Woods Consulting plans. A transformer for the docks will be implemented and will be permitted separately by the electrical contractor. The proposed water feeds and transformer location will be determined prior to the building permit being issued and will be permitted separately by the site contractor(s). Pag� �1 Brightwater Blue Residences DOCKS Exhibits 1 and 2 : EXHIBIT 1 GENERAL APPLICABILITY CRITERIA FOR D(�CKS 1. The proposed development of the l�rnd will be in harmonv with the scale bulk coverape densitv and character of adiacent properties in �yhich it is located. The developed properties along Brightwater Drive are mostly comprised of multi-family residential properties but there are a few small scale hotels. Several larger scale hotels have been approved by the City of Clearwater for parcels located on Hamden waterfront, which is now constructed. All of the properties along Brightwater Drive currently have docks and many were built within the last five to eight years for the newer upland developments. As dock use is tied to a respective upland use, the motel docks are used exclusively by motel guests and the multi-fa�mily or private residential docks are used only by resident owners. For the Brightwater Blue Residences project, the development is comprised entirely of Resort AttachQd Dwelling Units. The units may be individually owned or rented to the general public— as allowed under the Resort Ordinance. As th� docks are proposed for use only by the unit owners or the resort guests, the docl<s will be in harmony with the character of the adjacent properties and in character with the use of the docks at adjacent properties. In order to demonstrate that the proposed docks are in harmony with the scale, bulk, coverage and density of the adjacent properties, it is important to note that there are no other projects along Brightwater Drive that are similar in scale to this development. This project has come to fruition through the assemblage of eight individual parcels that have a Gombined waterfront length of 780 linear feet. When considering the dimensional standards for docks, the length, width and side setbacks are based on the overall length of waterfront owned which would in fact allow docks that are 585 ft in length, 585 ft in width and would require 78 ft side setbacks. A, single dock with these dimensions would appear enormous at this location. However, the goal of our dock design effort was to compliment, to the extent possible, the scale of the existing adjaceht properties by having individual docks positioned along the seawall to accommodate the individual wpland buildings. For this reason, the project is better viewed as 6 smaller dock projects for the overall development. To demonstrate the compatibility af the proposed docks to the existing and approved docks along . Brightwater, please note the following: • The property immediately t0 the east is Brightwater Townhomes and is a 10 unit townhome development with a single multi-family docl< providing 8 Wret slips. The existing docks extend into the water approximately 150 ft which would be allo�uved for a parcel with slightly more than 200 linear ft of shoreline. The majority of the dock walkout area extends over sea grass beds and is railed to avoid mooring in these areas. This dock is very similar to the individual docks proposed as part of Brightwater Blue development. • The property immediately to the west is Harborside Townhomes and is a 6 unit townhome development with 3 shared docks for a total of 6 slips. The docks are positioned on shared lot lines and are shared by each resident owner parking on their respective sides of the dock. As the unit owners of Brightwater Blue Residences will not have fee simple ownership to the water, shared docks are not possible. • The property at the eastern terminus of Brightwater Drive is Brightwater Point and is a 20 unit condominium development with two multi-family docks providing 14 slips. Page �2 Brightwater Blue Residences DOCKS Exhibits 1 and 2 • The property at the western end of Brightwater and Hamden Drives is the Tropicana Resort which recently received City approval for a new 18-slip commercial dock for a new hotel• development. • Many of the remaining properties located to the west of the subject property and across the street are also multi-family developments with docks. Many of the properties are platted with fee simple ownership to th2 water and shared docks are used by the resident owners — similar to Harborside Townhomes. • The remaining small motels located along Brightwater Drive have older docics that have essentially remained unchanged since their original construction in the early 1970s. 2. The proposed development will not hinder or discouraqe the appropriate devefopment and use of adiacent land and buildinp or siqnificantiv impair the value thereof The proposed docks with 30 wet slips will actually significantly improve the value of the surrounding properties. The subject properties have been vacant for several years so this development will improve the blighted condition of these properties and will rejuvenate sd�les on Brightwater Drive and bring tourists to the surrounding areas. The original 12 docks have nearly all been demolished and the proposed docks will be constructed to coincide with the upland development. The proposed docks will not hinder or discourage development at adjacent properties as both adjacent properties are fully developed. Regardless, as noted above, the property to the east is the Brightwater Townhomes. The proposed docks provide a generous setback to fully accommodate the existing development and use of the existing boat slips. The property to th� west is the Harborside Townhomes and a side setback of 97.5 ft is proposed, which is more generous than the 78 ft setback required. Additionally, the proposed docks do not extend into the waterw8y more than 25% the width of the waterway to not hinder use of the vu�aterway or developments across the waterway on Devon. 3. The proposed development wi/l not �dversely affect the health or safetv of persons residinq or workinq in the neiphborhood of the proposed use. The proposed docks will be professionally operated by the Resort and a dock assistant will be available during normal work hours to assist with slip operations. All slip occupants will be required to abide by the Resort Rules and Regulations. Such regulations often addr�ss appropriate behavior, enforcing proper use of boating equipment, enforcing proper use boating and navigation waterways, boater education, and environmental education. 4. The_proposed development is desipned to avoid traffic conqesrion. The slips will be for use by the unit owners and resort guests only and are not for the general public. Therefore, the proposed docks do not create additional traffic on Clearwater Beach. It is anticipated that resort owners or resort guests may arrive to this vacation d�stination by boat which will in fact decrease traffic congestion on Clearwater Beach. Fagr; �3 Brightwater Blue Residences DOCKS Exhibits 1 and 2 � 5. The proposed development is consi�tent with the communitv charpcter of the immediate vicinitv of the parcel proposed for development The proposed docks are consistent with the zoning and land use fqr this project. The Clearwater Beach area is dependent on waterfront developments to attract tourists and residents to the area. By having wet slips available to resort unit owners and resort guests, the proposed dock will improve the community character of the area in allowing guests to arrive at their resort destination by boat. 6. The desipn of the proposed develqpment minimizes adverse efl`ects includinp visual acoustic and olfactorv and hours of operation impacts on the adiacent propertie� There will be no negative adverse effects visually as the docks will be fixed docks 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 docks will be for use by recreatiqnal vessels owned by unit owners or resort guests. 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 is no fixed sewage pump out station or upland holding tanks proposed, trash receptacles will be emptied by Resort employees daily to make sure there are no garbage odors. Additionally, there will be no fish cleaning stations onsite. I'age �4 Brightwater Blue Residences DOCKS Exhibits 1 and 2 � EXHIBIT 2 DOCK CRITERIA SECTION 3-601C.3. (a) THROUGH (h) la1 Use and Compatibilitv As noted previously, the developed properties along Brightwater qrive are mostly comprised of multi- family residential properties with a few small scale hotels. Several larger scale hotels were recently approved at Hamden Drive. All of the properties along Brightwater Drive currently have docks and dock use is tied to a respective upland use. As the proposed docics will pnly be used by the unit owners and resort guests and will not be available to the general public, the proposed dock use is consistent with the use of other existing docks on Brightwater Drive. In order to demonstrate that the prpposed docks will be compatible with the adjacent properties, it is important to again note that there are no other projects along Brightwater Drive that are similar in scale to this project. This project has a combined waterfront IengtM of 780 linear feet and a single dock with these dimensions would appear enormous at this location. Hpwever, the goal was to compliment, to the extent possible, the scale of the existing adjacent properties by having individual docks positioned along the seawall to accommodate the individual upl8nd buildings. For this reason, the project is better viewed as 6 smpller dock projects for the overall development. (b) Impacts on Existina Water Recreatiqn Activities Persons using the adjacent waterways for recreational or commercial purposes will not be impacted by the proposed docks. The proposed docks do not impede navigation or use of existing recreational areas. The docks do not extend more than 25% the width of the waterway to preserve use of the waterway. (c1 /mpacts to Navipation As noted above, the proposed docks do not impede navigation as the docks do not extend more than 25% the width of the waterway to preserve use of the waterway. jd) Impacts on Marine Environment The docks, as designed, will have no adverse impacts to the marine environment. Please find enclosed Woods Consulting plan drawing sheets showing the location of the existing sea grass beds along the shoreline. The proposed docks were designed not having decking located over sea grass beds which render the areas within 40 ft. to 50 ft. of the se�wall as unsuitable for slips. TMe walkouts for the docks are only 4 ft. wide where they pass over grass to reduce impacts to sea grass. There will also be several No Mooring signs, Caution Sea Grass signs and handrails proposed in locations where mooring is prohibited to ensure boats do not moor in the areas of the sea grass beds. Woods Consulting plan drawing sheets that provide the details for the resource protection 5ignage. Furthermore, the existing depths ensure that boats mooring in th� slips will have a minimum of 1 ft. clearance between the deepest draft of a vessel and the marine bottom at mean low water. Page �5 Brightwater B�ue Residences DOCKS Exhibits 1 and 2 ie) Impacts on Water Qualitv The mooring of 30 boats is not exp�cted to adversely impact water quality. The new docks 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 fueling, marine service activities such as hull bottom scraping or bottom painting, no wash-racks, no commercial activities, etc. that would contribute to a water quality problem. The facility will also provide proper trash receptacles to avoid overboard discharges of waste into the water. (f) Impacts on Natural Re3ources As noted above, the docks will not impact natural resources. Please see the Woods Consulting plan drawing sheets which shows there are no submerged resources in the dock areas and the sea grass beds that are present along the shoreline are avoided to the extent possible with the current design. (p1 Impacts on Wetlands Habitat/Upla�s There are no wetlands, only surface waters and submerged vegetation at the site. The docks are located to avoid these resources. Handrails, No Mooring signs and Caution Sea Grass signs will all serve to prevent boats from negatively impacting these resources. Wopds Consulting plan drawing sheets that provide the details for the resource protection signage. (h) Dimensional Standards 1. Proposed Use: The 6 docks will provide a total of 30 boat slips for use by the unit owners or resort guests. 2. Propertv Width: The property width measured at the shoreline for the property is 780 ft. and is used to determine the required side setbacks, length and th� width of the proposed docks. 3. Setbacks: The required side setbacks are calculated as 10% of the property width as measured at the shoreline, or 78 feet using the property width of 780 feet. The actual setbacks as proposed are approximately 97.5 ft. Sheet 5 of Woods Consulting p/an drawings for the dock setbacks. 4. Lenpth: The dock is allowed to extend 75% the width of the property, or 58S ft. with a property width of 780 ft. The actual maximum length as proposed is 103 ft for 5 of the docks (Docks A through D and F) and 111 ft for pocic E. Therefore the docks are compliant with the allowed length. Although a strict interpretation of the code allows a larger dock, the docks are muCh shorter in length to not impede navigation and thus do not extend into the waterway by more than 2S% the width of the waterway. 5. Width: The dock is allowed a width of 75% the width of the property, or 585 ft. using the property width of 780 Paye �6 Brightwater Blue Residences DOCKS Exhibits 1 and 2 ft. The actual width as proposed is 585 ft., when measuring the pverall width — including the docks, slips and fairways between docks. 6. Area: The total deck area for all 6 docks is 4,844 sq ft. 7. Width of Waterwav: The width of the waterway at the location of the proposed docks as measured perpendicular to the shoreline at the tightest point is approximately 485 feet and 490 ft. at the widest point. The maximum length of the docks does not exceed 25% the width of the waterwayr. 8. Sea arasses As noted above, there are no anticipated adverse impacts to the marine environment. The enclosed Woods Consulting plan drawings prpvide the locations of the submerged vegetation along the entire shoreline. The proposed docks and slips were designed to avoid impacts to submerged aquatic vegetation (as no slips are located within 40 ft. to 50 ft. of the existing seawall). The dock walkouts are located to the extent possible where previous docl<S were located to ensure boats do not moor in the areas of the sea grass beds. Handrails and signage are proposed to prohibit mooring in areas where there are sea grass beds. Furthermore, the existing depths ensure that boats mooring in the slips will have a minimum of 1 ft. clearance between the deepest draft of a vessel and the marine bottom at mean low water. FLEXIBLE CR,TERIA FOR SPECIFIC USE `DOC�CS' D. Resort attached dwellings. 1. Height: The increased height results in an improved site plan or improved design and appearance; b. The increased height is necessary to allow tMe improvement of off-street parking on the ground floor of the residential building. This item is not applicable to docks. 2. Off-street parking: Off-street parking within the footprint of the residential building is designed and constructed to create a street level fa�ade comparable to the architectural character and finishes of a residential building without parking on the ground level; The design of on-site parking facillties will be constructed to create a street level fa�ade for requested units. On-site parking is not applicable to hoat slips, since it's an ancillary use of. Front setback: a. The reduction in front setback contributes to a more active and dynamic street life; b. The reduction in front setbacl< results in an improved site plan or improved design and appearance. F'age �7 Brightwater Blue Residences DOCKS Exhibits 1 and 2 � There are no reductivn requests past Flexible Development Criteria for upland infrastructure or boat slips. 4. Rear setback: a. The reduction in rear setback does not preuent access to the rear of any building by emergency vehicies; b. The reduction in rear setback results in an improved site plan, more efficient parking or improved design and appearance; c. The reduction in rear setback does not reduce the amount of landscaped area otherwise required. There are no reduction requests past Flexible Developmeni Criteria for upland infrastructure or boqt slips. 5. The design of all buildings complies with the Tourist District design guidelines in Division 5 of Article 3. The design of the buflding fasade is not applicable to dock section of narrative. 6. Accessory uses: a. Accessory uses, including but not limited to restaurants, snack bars, and sundries shops, must be incidental and subordinate to the primary use, and the maximum floor area for interior accessory uses shall not exceed, in the aggregate, ten percent of the building footprint. b. No signage shall be visible from outside of the development. There is no request of signage associated with privqte boat slips, thus not applicable to dock narrative section. Page �8 Brightwater Blue Residences DOCKS Exhibits 1 and 2 SCALE: NTS COMMERCIAL DOCKS TABLE OF CONTENTS SHEET 1 - PROJECT OVERVIEW SHEET 2- PROPOSED DOCKS A& B SHEET 3- PROPOSED DOCKS C& D SHEET 4- PROPOSED DOCKS E& F SHEET 5 - DIMENSIONAL STANDARDS SHEET 6- BENTHIC CONDITIONS WITH DEPTHS SHEET 7- BENTHIC CONDITIONS WITH DEPTHS CONT. SHEET 8- BENTHIC CONDITIONS WITH DEPTHS TO CHANNEL SHEET 9- CROSS SECTION (A - A') SHEET 10 - PROPOSED DOCK DETAILS SHEET 11 - PROPOSED DOCK DETAILS SHEET 12 - PROPOSED DOCK DETAILS SHEET 13 - PfLING WRAR DETAiLS3 SHEET 14 - TURBIDITIY DETAILS SHEET 15 - PROPOSED RESOURCE PROTECTION SIGNAGE Application # (OFFICIAL USE ONLY) SHEET 16 - FIRE AND WATER PLAN SHEET 17 - FIRE AND WATER PLAN CONT. SHEET 18 - FIRE AND WATER PLAN CONT. SHEET 19 - FIRE AND WATER PLAN CONT. SHEET 20 - FIRE AND WATER PLAN CONT. SHEET 21 - ELECTRICAL Tue, 29 Jul 2014 - 12:36pm F:\PROJECTS\150-180 Brightwater-Mazas (481-09)\CAD\BRIGHTWATER - FINAL PLANS 05-18-14 - Standard\BRIGHTWATER - REDESIGN 07-01-14.dwg WOODS CONSULTING 1714 COUNIY ROAD 7, SUfTE 22 DUNEDIN, FL 34698 PH. (727) 786-5747 FAX (727) 786-7479 REVISED: 07-01-14 BRIGHTWATER BLUE RESORT DOCKS TABLE OF CONTENTS WATERBODY WIDTH ±485' WATERFRONT WIDTH +780' MHW +o.ss� MLW -�.2a� ELEVATIONS REFERENCE NAVD-1988 �� :� � � r 1 i : SHEET 0 :ATE OF ;��GENS •rv •�I F �• ��f- �i 0 15566 � � % �� .:* _ �m-o : om�� ' ;�=°oo'�m � Oa00 � a :�,_ 30�� i,. ;OF •�: w�� C OP ��: ¢WN� . ��'?,`� u � C'" ► • �,� �NA� �; �`� °w~� I -` v � SC:HLt: 1"=100' I�VIVIIVItK(.;IHL UUGKS DOCKS A THROUGH D& F: (5) IDENTICAL DOCKS: EACH HAS: 67 FT X 4 FT WALKOUT = 268 SQ FT EACH HAS: 39 FT X 6 FT MAIN DOCK = 234 SQ FT EACH HAS: (2) 30 FT X 5 FT PIERS = 300 SQ FT TOTAL DECK AREA = 802 SQ FT (5) SLIPS AT EACH DOCK ZI JI � � W n' DOCK A � � � 5.. .S . . � I �3 .0 29. 3 .0 o� ,o .o o m m zr: .•J: : : .•.�_ . . . 4' 3�' 6. � J:- ::;{: � :;::_:::i::{:: ::.> � ..'.:. .. . Application # � (OFFICIAL USE ONLYj N, 7U�E s DOCK E: 75 FT X 4 FT WALKOUT = 300 SQ FT (LONGER TO AVOID SLIPS IN SEAGRASS) EACH HAS: 39 FT X 6 FT MAIN DOCK = 234 SQ FT EACH HAS: (Z) 30 FT X 5 FT PIERS = 300 SQ FT TOTAL DECK AREA = 802 SQ FT (5) SLIPS AT EACH DOCK DOCK B DOCK C 1 DOCK D • •.0 � ' .0' ' 3 .D • 9. 0 � 3 .0 3 .0 6. � 0 � 6. ......�0. 10.0 •. i , 6 .R:�.':' " '� • �::{::::::: .:, �� I .�:�::� :�'r:�:�::...• •.•. �::::.}::j.: DOCK E 0 � �9' � . DOCK F O p 3 0 • .0 ' i 3 .0 � .0 � . Q . 0 9. it .0 • .D'.' 6 O 0 3�.0 " 0 . .._ ._ .::: �t.',': . . _ s n Tue, 29 Jul 2014 - 12:36pm F:\PROJECTS\150-180 Brightwater-Mazas (481-09)\CAD\BRIGHTWATER - FINAL PLANS 05-18-14 - Standard\BRIGHTWATER - REDESIGN 07-01-14.dw �� WOODS CONSULTING i�`�p� I••. � 1714 CUN DNROFD31�,fi981TE 22 BRIGHTWATER BLUE RESORT DOCKS Q: ' �� v �� /�� /OQ �� WO 2 /,L� / �v� SHEET 1 PH. (727) 786-5747 i � FAX (727) 786-7479 D O C KS A- F _ "° :- W� � �n REVISED: 07-01-14 OVERVI EW �m�� (5) DOCKS 802 SF EACH; (1) DOCK 834 SF TOTAL SQUARE FEET 4,844 WATERBODY WIDTH ±485' WATERFRONT WIDTH +780' MHW +o.ss� MLW -�.2a' ELEVATIONS REFERENCE NAVD-1988 � mm� .n�� 0 C9 ' _��3�� .� �/ : p °—�, o 0 i ,,� • ,t� � •�� v`�i � �'. F� .� p R �QP• �� NN ��SS • .....•• �C?�� a�� '�., �0 N A� E�.�` o� W� NaF-IL �w � J c.i SC;ALE: 1"=30' C;VMIVItK(.:IHL UUC:KS 25% WIDTH F WATERWAY W I LINE Z JI � � W a 0 a W � 3.0 FT DEPTH � O .O � AT MEAN w I LOW WATER � W �_- _ �� i � DOCK A � 5. �I-I � 5.0�-, . "� : , O � 0 p . % . � 0 67.0 0 Application # (OFFICIAL USE ONLY) N, SEE SHEET9 FOR ��1 CROSS SECTION A -A' — — — — — — s A• DOCK B , � o 0 0 5. 5.0� 0 0 30.0 30.0 � � 103.0 � -35�� 6. U' 0 _ -- - 3 _.._- ._ � 0 -29. � � � 0 0 10 4. 3� 6. 0 � - - � ` 3- Tue, 29 Jul 2014 - 1236pm F:\PROJECTS\150-180 Brightwater-Mazas (481-09)\CAD\BRIGHTWATER - FINAL PLANS 05-18-14 - Standard\BRIGHTWATER - REDESIGN 07-01-14.dwg Y WOODS CONSULTING gRIGHTWATER BLUE RESORT DOCKS .�'� 1714 COUNiY ROAD 1, SUITE 22 DUNEDIN, FL 34698 � � � �. PH. (727) 786-5747 Q ` • SHEET 2 ICATE OF F,� (727) 786-7479 P RO P O S E D D O C KS A& B _�'�° 6':;� REVISED:07-01-14 � om.�m WATERBODY WIDTH ±485' WATERFRONT WIDTH +780� MHW +o.ss� MLW -�.2a' ELEVATIONS REFERENCE NAVD-1988 �� omm� � � �! : � � oo��n O�✓�� Q_F . �(J: 30°�0 c'. � � ♦ »�� j�(��•.�O /oP •�`�� W�I�1� ' S • R � • aw`�� \ ♦ �i� S� . NG �� =Q �.� '�.,,�NA� �E ��`�� N Q � � �W _ J U SCALE: 1"=30' COMMERCIAL DOCKS Application # (OFFICIAL USE ONLY) � DOCK C 25% WIDTH N. _ _ _ _ OF WATERWAY DOCK D �"�E INE — _ s 0 0 0 0 0 0 0 — 0 o — • o _ — � 5.0 ° - 0 0 0 0 5.0 ° 30.0 30.0 29. 30.0 ° o 30.0 4 O � O O 0 29. 30.0 � o � � 3� 0 10 .0 6. 4. O 6 a o 0 35. 0 6. � 35. 4 � 6. 3.� FT DEPTH , 6 .Q ATMEAN 3Q. �� ./ \ _ LOW WATER�— � � � �— ` � _ ` ` � 3 � �— � � � ✓ � — 6 .0 � ' Tue, 29 Jul 2014 - 1236pm F:IPROJECTS\150-180 Brightwater-Mazas (481-09)\CAD\BRIGHTWATER - FINAL PLANS 05-18-14 - Standard\BRIGHTWATER - REDESIGN 07-01-14.dwg SHEET 3 wo,00s�cONSULE2NG BRIGHTWATER BLUE RESORT DOCKS �,,•F�'�O�''D"4`' RTIFICATEOF � l� N #27664 DUNEDIN, FL 34698 PH. (727J 786-5747 � �J .•��• �I F� �'2','86_'4'9 . PROPOSED DOCKS C & D • �'�� "= : , : ;� REVISED: 07-01-14 � * = omm� � m Oo`tm 7��i I � � p-00 = srA �� = �� : �' E `U F . <(/ : a � �-_ WATERBODY WIDTH ±485' � ��'�C P.' �� aw�� s'• � R t �.• \�'�� =a�" MHW Ro.sONTWIDMLW+780; �,��S,ONAL,EN�+�`, °Q�� ELEVATIONS REFERENCE NAVD-1988 � SI:HLt: 1"=4U' I.VIVIIVItKI:IHL UVl:KS 10 Application # (OFFICIAL USE ONLY) - - N , ' �� DOCK E � e - _ �U�E � S .O D o —_ � � 1 e .0 � '� — � _ / 3 .0 / � 1 2Q 9�0 ° ° DOCK F 25% WIDTH p � OF WATERWAY 40 3 •� � = LINE �^ 6. � °3 .0 � .0 � � 35.0 � �. � , ° u'� / � 4.0 11 .0 0 �29.00 3 � .0 / �7 .0 g. � O � �.-3 \ p 4.0 � � '� 10 .0 3.0 FT DEPTH � AT MEAN � LOW WAT �r� / n ,._ � Tue, 29 Jul 2014 - 12:37pm F:IPROJECTS\150-180 Brightwater-Mazas (481-09)1CAD\BRIGHTWATER - FINAL PLANS 05-18-14 - Standard\BRIGHTWATER - REDESIGN 07-01-14.dwg WOODS CONSULTING BRIGHTWATER BLUE RESORT DOCKS ,•��`p1 �� 1714 COUNTY ROAD 1, SUITE 22 DUNEDIN, FL 34698 PH. (727) 786-5747 �� j .•'�� • F�`'2','86_'4'9 PROPOSED DOCKS E& F ��'�' REVISED: 07-01-14 � s WATERBODY WIDTH ±485' WATERFRONT WIDTH ±780' MHW +o.ss� MLW -i.2a� ELEVATIONS REFERENCE NAVD-1988 SHEET 4 ICATE OF V#27664 � :* � � � " �-29��F '�_ � �. . � �� T��T �� . � �/ ♦ .��s p R � p P.•;�,,. i,,�s;ONA ;'ENC `,�. w� >� � oQm� Oo`rm 3pp�o �� ¢�--^ ¢W�� UQ�� 3� oQF� �J U SCALE: 1 "=100' COMMERCIAL DOCKS � w� z J } 1"' � W a 0 �I a 0 I W � Z W � � W � 3 ; 585.0 U 70. 5.• .5. . .5. . .�,. . . Application # � (OFFICIAL USE ONLY) N� 7U�E S 0 ' yu. 3 .0 •5.0 � 09•� 3.0 3.0 , •�� 7. � 9. 6. 0 . . p 0 . . t 5. a 6. 0 3.0 �30. 10 .0 m 3 .0 0 . • 5. e n '� 11..0 0 9•_ . /� �0 Ur me a y� 0 � U / /�� I.5 � �� Q / �� /O /�� °� ' �� --__J__� -' r a BR2GHTWATER DRLVE � � � � \ � \ � \ Tue, 29 Jul 2014 - 12:38pm F:\PROJECTS\150-180 Brightwater-Mazas (481-09)1CAD\BRIGHTWATER - FINAL PLANS 05-18-14 - Standard\BRIGHTWATER - REDESIGN 07-01-14.dwg SHEET 5 WOODSCONSULTING BRIGHTWATER BLUE RESORT DOCKS -.��A�I�Ug�CETION 27664F 1714 COUNIY ROAD 1, SUITE 22 DUNEDIN, FL 34698 D I M E N S I O NA L S TA N DA R D S ��....., PH. (727) 786-5747 D �Q..�. II FAX (727) 786-7479 > I REVISED: 07-01-14 � j c`rD n � o � o`qmr , �` a m - * J��* :� � 3°-�,00 % ST��F ,'k/� o�m � �' ` �� - •. Q; � �� F-�NN �� 'c�� '�; OR�� C�� =Q�� FS . •••�C.�� o�w � '�i,S�ONA� ��..� �� SC:ALt: 1 "=50' I�UIVIIVItKI:IHL UU(.:KS SPARSE TO MEDIUM CUBAN SHOAL GRASS 5 MEDIUM TO DENSE CUBAN SHOAL GRASS 5 S ��: '�r�.=.�.4= 3 �� - =t:�.:-::::=::'=�.: 2 ....• '� ..--. .............. �� OYSTER DEBRIS/CLUSTERS (APPROXIMATELY 10% VIABLE) '��-�� Application # (OFFICIAL USE ONLY) . C� C � SPARSE TO MEDIUM CUBAN SHOA GRASS 5� . _�;i � r `: , � I Tue, 29 Jul 2014 - 12:46pm F:\PROJECTS\150-180 Brightwater-Mazas (481-09)\CAD\BRIGHTWATER - FINAL PLANS 05-18-14 - Standard\BRIGHTWATER BENTHIC & FIRE PROTECTION 07-01-14.dwg SHEET 6 WOODS CONSULTING .t ;oA,jp� ' �6;TIFIC 276s F 1714 COUN'fY ROAD 1, SURE 22 BRIGHTWATER BLUE RESORT DOCKS �� DUNEDIN FL 34698 Q' .' ('j � PH. (727j 786-5747 � : � � F� ��z�> 786-7479 BENTHIC CONDITIONS WITH = ��'v �55 �*= W� REVISED: 07-01-14 ' � � W � oQmm APPROXIMATE DEPTHS = : w _ � `" CONTOURS SHOWN REFERENCE DEPTH (fN F� AT MEAN LOW WATER �,�� Q, �� Z� 3O �� • :��s�°.• ' �,�-'� W�� p A,. '� �. � ♦ F-KNN WATERBODYWIDTH +485� �i��iC !�i`�� =Q�r WATERFRONTWIDTH +780 ��SS'OI`�P�� o�W� MHW +o.ss' MLW -i.2a' �� w�� _ J ELEVATIONS REFERENCE NAVD-1988 � SCALE: 1 "=50' l.ulvllvltKl:IHL UU(.:KS � C� � OYSTER DEBRIS/CLUSTERS (APPROXIMATELY 10% VIABLE) � 5- I� :� i� — s� 5 � �'4 '-`_ -: : ;': :'` :: :r.:: . - :�::�: '�=:=: ��':'.'• -:. Application # S s SPARSE TO MEDIUM CUBAN SHOAL GRASS (OFFICIAL USE ONLY) MEDIUM TO DENSE CUBAN SHOALGRASS S. :=f: . _ . . �' =:;: :: �_ � � � - • . . .. •r:,�:':-.' =; ��- 3 � � . .-� • - - - •.?•.-.- � �� DYSTER DEF3R1S/GLlJS7ERS ' (APPROXIMATELY 10% VIABLE) - Tue, 29 Jul 2014 - 12:46pm F:\PROJECTS\150-180 Brightwater-Mazas (481-09)\CAD\BRIGHTWATER - FINAL PLANS 05-18-14 - StandardlBRIGHTWATER BENTHIC & FIR WOODS CONSULTING gRIGHTWATER BLUE RESORT DOCKS 1714 COUNTY RQAD 7, SURE 22 � DUNEDIN, FL 34698 PH. (727) 766-5747 �� F� (727) 786-7479 BENTHIC CONDITIONS WITH =� Y � 0 :-� E PROTECTI 07-01-14.dwg SHEET % ��►` �� i�,TiFICATE OF `°A�_. �THQ trQN #27664 . .-,� �No : ,�_ I D:07-01-14 APPROXIMATE DEPTHS = � : W � CONTOURS SHOWN REFERENCE DEPTH (IN F� AT MEAN LOW WATER % s; �-� �� .' Z� WATERBODY WIDTH ±485' WATERFRONT WIDTH +780' MHW +o.ss� MLW -�.2a� ELEVATIONS REFERENCE NAVD-1988 �i �j�� O� �� a�O� `V,�` O �t � �� SS I ON P` ��`� ��►�� n�►�� w� >,� Oo'�m 3po�o �J�� Q�^^ Q W � � UavV o�� w _ J U SCALE: 1 "=150' COMMERCIAL DOCKS 5' S' 5. �� c � C � 5' � C 5� . �--��% / 2 /v � /Q�� ° Q 5' Application # (OFFICIAL USE ONLY) \ 9,10� 10' 8' 7' 9' 6' 8' 6' $. 7 , 7• 8' �6' , 7� 6 6' 5� g � 4' , 3� 4' g� 7¢�5� �9 8' r 6' Tue, 29 Jul 2014 - 12:47pm F:\PROJECTS1150-180 Brightwater-Mazas (481-09)\CAD\BRIGHTWATER - FINAL PLANS 05-18-14 - Standard\BRIGHTWATER BENTHIC & FIRE WOODS CONSULTIN ` � BRIGHTWATER BLUE RESORT DOCKS :' 1714 COUN7Y ROAD 1, SUITE 22 �� DUNEDIN, FL 34698 `� PH. (727) 786-5747 : \� F� c�2�, �86—'4'9 BENTHIC CONDITIONS WITH APPROXIMATE =�: REVISED:07-01-14 = * :� DEPTHS OUT TO CHANNEL • . CONTOURS SHOWN REFERENCE DEPTH (IN F� AT MEAN LOW WATER �'�' WATERBODY WIDTH ±485' WATERFRONT WIDTH ±780' MHW +o.ss' MLW -�.2a' ELEVATIONS REFERENCE NAVD-1988 . � �: �; V � �. ., � 1-14.dwg SHEET 8 .T..FrRTIFICATE OF �ON #27664 -o ,�., - � 7/�� '�' 9� ' � giA '2' : O� � � •� � •'c� O R� '�C�.• '�%iss' O N P` �.�. �� W � � � oQm� Oo`rm 300�0 � Q��-.. F K N N =Qn� U o�w� NQF-IL L[1 W _ J U SCALE: 1 "=15' � COMMERCIAL DOCKS CROSS SECTION A - A' (SEE SHEET 2 FOR CROSS SECTION LOCATION) Application # �� (OFFICIAL USE ONLY) Tue, 29 Jui 2014 - 12:29pm F:IPROJECTS\150-180 Brightwater-Mazas (481-09)\CAD\BRIGHTWATER - FINAL PLANS 05-18-14 - Standard\BRIGHTWATER - REDESIGN 07-01-14.dwg WOODS CONSULTING gRIGHTWATER BLUE RESORT DOCKS .e°�� Na 1714 COUNiY ROAD 1, SURE 22 DUNEDIN, FL 34696 : G : .• � • PH. (�27) 786-5747 � � • �. ' . / i FAX (727) 786-7479 C R O S S S E C T I O N :�� : REVISED: 07-01-14 A - A' - �'� •* ' � SHEET 9 :ATE OF WATERBODY WIDTH ±485' WATERFRONT WIDTH ±780' MHW +o.s5' MLW -�.2a' ELEVATIONS REFERENCE NAVD-1988 i �� •�� .�� • . � �•� P . � ,� . ., � � R � p, ��,`. ,��i,s�0 N AL� �.. C� ♦ ��f/11111��,`, w� >� � oQmoOo� �pp�0 �J�� Q�� aurr ��.. oQF� � J U SCALE: NTS COMMERCIAL DOCKS Application# � (OFFICIAL USE ONLY) 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: 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 DECI� SPACING NOT TO EXCEED 1/A�". 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 REGULATI�NS 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" WID� 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 A3" PUMP REDUCED TO A 1-'-n" (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. WOODS CONSULTING 1714 COUNTY ROAD t, SUITE 22 DUNEDIN FL 34698 PH. (727� 786-5747 FAX (727) 786-7479 REVISED: 07-01-14 PROPOSED DOCK DETAILS WATERBOpY WIDTH ±485' WATERFRONT WIDTH +780' MHW +0.65� MLW -�.2a� ELEVATIONS REFERENCE NAVD-1988 ELECTRIC CONDUIT PVC WATER LINE UTILITY SECTION VIEW DECK SCREW PATTERN DOUBLE STRINGERS INTERMEDIATE C STRINGERS r. r. � �� y � � �.m . ` r. � � � y : i INTERMEDIATE STRINGER LAP JOINT Ik�i �NTS) Ik�i DOUBLE STRINGERSMIN. 4' OVERLAP INTERMEDIATE STRINGER MIN. 2' OVERLAP I� 2' MAX. O.C� 10' NOMINAL SPACING O.C. —r--� � '4 : � _�: �O . r ✓ I� �� 1 ♦��_�r;"'��:c� SHEET 10 �� ,� 1� �jTE OF �I� �Z664 ° y5588 �';� � � # �i� � - �- � : * '�;° o : �m�n 1s •� ��o`rm . ((��oao�o �•a �i,�• � � u, � \ � Q �,``! =wI�I� ��, � 3 � oQ�� J � SCALE: NTS COMMERCIAL DOCKS Application # ` (OFFICIAL USE ONLY) 2" X 10" INTERMEDIATE STRINGER MAX. 2.0' O.C. CCA OR ACQ .60 RET. COUNTERSINK ALL BOLTS ADJACENT TO BOAT SLIPS. ALL BOLTING TO BE 5/8" HOT DIPPED GALVANIZED MIN, 5/8" WITH OG WASHERS BACKING BOLT AND NUTS OR 5/8" SS IF ACQ TREATED LUMBER IS USED MINIMUM PILE BENT BRACING: ' DEPTHS 8 TO 16 FT. ALL PILE BENTS TO BE CROSS BRACED WITH 2" X 10" #2 S4S CCA 2.5 RET. ONE SIDE ONLY * DEPTHS >16 FT CROSS BRACING IN SHORT & LONG DIRECTION REQUIRED WITH 2" X 10" #2 S4S CCA 2.5 RET. ONE SIDE ONLY NOTE: IF COMPOSIT� DECKING IS USED. O.C. STRINGER SPAG�NG TO BE VIA MANUFACTURES SPECIFICATIONS, NOT TO EXCEED 24" O.C. EITHER 5/4"X6" SAWN � BRAZILIAN HARDWOOD, 2" X 6" PT, OR I COMPOSITE DECKING 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2" X 10" #2 S4S CCA 2.5 RET. RACING & BLOCKING MIN 8" TIP PILING 2.5 C.C.A. RET. SET BUTT DOWN, MIN 8.0' PENETRATION. HANDRAIL (WHERE APPLICABLE) STANCHIONS PLACED 5.0' O.C. 2" X 6" � 2�� X 4�� 42" �— 2" X 6" STANCHIONS � RAILING TO BE FASTENED TO STRINGERS W/ SHORT BOLT, AND FASTENED TO PILE � WITH LONGER BOLT WHEN AVAILABLE ' � DOUBLE STRINGER 2" X 10" 22 DEG MIN #2 S4S CCA OR ACQ .60 RET. 45 DEG MAX TYPICAL MAIN DOCK/WALKOUT LAP JOINT PATTERN FOR DOUBLE STRINGERS A A B B MIN. 4' BETWEEN JOINTS WOODS CONSULTING 7714 COUNN ROAD 1, SUITE 22 DUNEDIN, FL 34698 PH. (727) 786-5747 FAX (727) 786-7479 REVISED: 07-01-14 PROPOSED DOCK DETAILS WATERBOqY WIDTH ±485' WATERFRONT WIDTH ±780' MHW +o.ss� MLW -�.z4� ELEVATIONS REFERENCE NAVD-1988 2' X 10" #2 S4S CCA 2.5 RET. ONE EACH SIDE ALL PILE CAPS & CROSS BRACING TO BE DOUBLE gOLTED AS SPECIFIED �IOTE: ALL CCA TREATED PILES TO BE VINYL WRAPPED FROM MUD (SILT) LINE TO 2.0' ABOVE THE MEAN HIGH WATER LINE (MHV� WIT}i PRIME HIGH DENSITY POLYETHYLENE .Q30 THICK NO7E: qECK BOARDS TO BE TRIMMED BOTH SIDES. NOTE: ALL INTERMEDIATE STRINGERS TO BE LAP JOINTED AT BENTS 2.0' MIN. , q� , NOM.3' f~r--I • o , 0 e . e SECTION A-A SECTION B-B NAILING PATTERN NAILING PATTERN AT LAP JOINTS FOR DOUBLE STRINGER :-� �� *:� � � �� : '. �. ��. ��n w��..SHEET 11 : 0 15586 ; � � . � * : * �' � . � �m�rm r�E��OF �'�� po�a m R�TpP.•'C1�� 30°�0 .• � �� Q�� 11��NG,,, =Qrr � u � o�F� � J u SCA�LE: NTS � COMMERCIAL DOCKS RECYCLED PLASTIC CAPS ON ALL EXPOSED PILE TIPS, FASTEN WITH S.S. NAILS (TYP.), CAPS SHOULD BE NO MORE THAN 1!4" LARGER THAN TRIMMED PILE DIMENSION. NOTE: TOP ELEVATION CANNOT BE GREATER THAN 10' ABOVE MEAN HIGH WATER ELEVATION EITHER 5/4"X6" SAWN BRAZILIAN HARDWOOD, 2" X 6" PT, OR COMPOSITE DECKING NOTE: IF COMPOSITE DECKING IS USED. O.C. STRINGER SPACING TO BE VIA MANUFACTURES SPECIFICATIONS, NOT TO EXCEED 24" O.C. COUNTERSINKALL BOLTS ADJACENT TO BOAT SLIPS. ALL BOLTING TO BE 5/8" HOT DIPPED GALVANIZED MIN, 5/8" WITH OG WASHERS BACKING BOLTAND NUTS OR 5/8" SS IFACQ TREATED LUMBER IS USED MINIMUM PILE BENT BRACING: * DEPTHS 8 TO 16 FT. ALL PILE BENTS TO BE CROSS BRACED WITH 2" X 10" #2 S4S CCA 2.5 RET. ONE SIDE ONLY ` DEPTHS >16 FT CROSS BRACING IN SHORT & LONG DIRECTION REQUIRED WITH 2" X 10" #2 S4S CCA 2.5 RET. ONE SIDE ONLY •1 0 � 0 0 0 0 0 0 2" X 10" #2 S4S CCA 2.5 RET. IG & BLOCKING Application # (OFFICIAL USE ONLY) ROPE STOPS 2" X 10" INTERMEDIATE STRINGER MAX. 2.0' O.C. CCA OR ACQ .60 RET. DOUBLE StRINGER 2" X 10" #2 S4S CCA OR ACQ .60 RET. 2" X 10" #2 S4S CCA 2.5 RET. ONE EACH SIDE 0 o ALL PILE CAPS & CROSS BRACING TO BE DOUBLE o � BOLTED AS SPECIFIED 0 22 DEG Mlhl 45 DEG MA�C o \ NOTE: DECK BOARDS TO BE TRIMMED BOTH SIDES. NOTE: ALL INTERMEDIATE STRINGERS TO BE LAP JOINTED AT BENTS 2.0' MIN. NOTE: ALL CCA TREATED PILES TO BE VINYL / WRAPPED FROM MUD (SILT) LINE TO 2.0' ABOVE THE MEAN HIGH WATER LINE (MHV� WITH PRIME HIGH DENSITY POLYETHYLENE MIN 8" TIP PILING 2.5 C.C.A. RET. 030 THICK SET BUTT DOWN, MIN S.0' PENETRATION. TYPI�AL FINGER PIER NOTE: FINGER PIER PILE BENTAT MAIN DOCK INTERSECTION TO HAVE DOUBLE PILE CAP ON WATERSIDE OF BENT. INTERMEDIATE PILE BENT TO HAVE SINGLE CAP EACH SIDE OF BENT. OUTBOARD PILE BENT TO HAVE DOUBLE PIL� CAP ON MAIN DOCK SIDE, NO CAP ON WATERSIDE. WOODS CONSULTING 1714 COUNiY ROAD 1, SUITE 22 DUNEDIN. FL 34698 PH. (727) 786-5747 FAX (727) 786-7479 REVISED: 07-01-14 PROPOSED DOCK DETAILS WATERBOpY WIDTH ±485' WATERFRONT WIDTH ±780' MHW +o.ss� MLW -�.2a� ELEVATIONS REFERENCE NAVD-1988 =v� :.� I i I I� �� i SHEET 12 ;ATE OF � I CF2-ys �O � � � Jss� m �f .� s : "� + ., : ' \ • • y ; T D ....•�� `� 1�a i1i �``��. 0 �r m �avm p�o �J�� W�� awrr Uavy oaF� �w _ J u SCA'LE: NTS COMMERCIAL DOCKS I qpplication # , (OFFICIAL USE ONLY) Prime High Density Polyethylene Specifieations for Pile Wrapping Material TYPICAL ASTIUI TEST PROPERTY VALUE METMOD 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 748 Flexural Modulus psi 200M D 79Q Environmental Stress Cracking F90h 45 D 1693 Underwriter Laboratory flammability rating: 94HB Complies with FDA Regulation 21 CFR 177.1520 �.--- NOTE: TOP ELEVATION 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 WOODS CONSULTING 7714 COUNTY ROAD 1, SUITE 22 DUNEDIN, FL 34698 PH. (727) 786-5747 FAX (727) 786-7479 REVISED: 07-01-14 C.C.A. 2.5 RET. PILE CANNOT BE GREATER THAN 10' ABOVE MEAN HIGH WATER ELEVATION � 2.0 FT VINYL PILE WRAPPING DETAILS WATERBODY WIDTH ±485' WATERFRQNT WIDTH ±780' MHW +o.ss' MLW -�.24' ELEVATIONS REFERENCE NAVD-1988 VINYL WRAPPING FROM MUD LINE TO 2.0' ABOVE MHW MUD LINE (Bottom) `�� SHEET 13 �dF ��4rTE OF �l/O � �'tr•; � %SSe6+� : � ' i� : � � �' .' . / .• �P� [� 1 � `� G� c1 ��, g�,}.- o °o�m b o � �N aW�n = Q -�--- U�J� OQF� Nw _ J U SCALE: AS SHOWN COMMERCIAL DOCKS I Application# � (OFFICIAL USE ONLY) WATER LEVEL CpNNECTING RODS FLOAT � ` 5� ° LAMINATED FLOOR , VINYL-POLYESTER �'�2�� MI FABRIC CHAIN WEIGHTED TYPICAL FLOATING TURBIDITY CURTAINS (DESIGN BY �4ER-FLO INC.) NOT TO SCALE TURBIDITY CURTAINS WOODS CONSULTING 1714 COUNN ROAD 1, SUITE 22 DUNEDIN. FL 34698 PH. (727) 786-5747 - FAX (727) 786-7479 REVI SED: 07-01-14 SCALE: 1 "=150' TURBIDITY DETAILS WATERBO4Y WIDTH ±485' WATERFRONT WIDTH ±780' MHW +o.ss� MLW -�.2a� ELEVATIONS REFERENCE NAVD-1988 F / / SHEET 14 ►Q►TE OF : �• N� u�� ,`y �% � �SS86+ ; � �+� � � ; o — *� : � mn ; • *Q� q' m � �, � �`�oo : ' : Q�� . :�♦a�� I I + •` �� FW-�%NN ,O ��`,�,, o � w � \ ,1 �uF-� SCA'LE: 1"=100' COMMERCIAL DOCKS R � "BE A BETTER BO/�TER" - ( 3) TOTAL TO BE LAN DWARD-FACI NG AT ENTRANCE TO DOCKS A, C& F �� ' �• : �• �■�� '■ �■�e � �� . 3 .0 91 � 0 6. �.0 . �0.5_ i:+:'• DOCK D Application # (OFFICIAL USE ONLY) NO CAUTION MOORING SEAGRASS (12 EA.) (1) SIGN EA. TO BE INSTALLED ON BOTH SIDES OF HANDRAILS ON EACH DOCK WALKWAY 0 DOCK E o• a 9 ' • DOCK F r_� O 39 � �ru n • 6RIGNlWATER DRIVE - � �` � � � \ ` \ \ WOODS CONSULTING 7714 COUNTY ROAD 1. SUITE 22 DUNEDIN, FL 34698 PH. (727) 786-5747 FAX (727) 7B6-7479 ._ _ REVISED: 07-01-14 PROPOSED RESOURCE PROTECTION SIGNAGE WATERBODY WIDTH ±485' WATERFRpNT WIDTH +780' MHW +o.s5' MLW -�.2a' ELEVATIONS REFERENCE NAVD-1988 EET 15 : 4�[J�I�kJUKILA 17UN'iF�iT -4 ` No 15586 • . .. .• * � � � =*� ' � � �( : OF ;•WaO��"m°��' "� TAI� . �iio�m � P,: �='.b�oo ,, � �,.o �,�..�o�� . •� � _�� /• ��i �` �,,, aQ�� V� J OaF'� u�i W � —u � SCAL�: 1"=40' COMMERCIAL DOCKS . LEGEND � EX FIRE EXTINGUISHER (4ACABC) IN FIBERGLASS CABINET (BY OTHERS) a HOSE BIBB CONNECTION — — POTABLE WATER FIRE MAIN Sj 3" FIRE LINE DR9 (200 PSI) UNDER GROUND MIN. 30" BURIAL DOCK A EX Application # (OFFICIAL USE ONLY) N 2" POTABLE LINE SUPPLYING WATER '°�E QT PEDESTALS s �DOCKf — 22" FIRE HOSE— CONNECTIONS (W�T STANDPIPE) � � � S� S� �+'� S� —� S 1� S� � S� —�+ S� S� FS FS � FS FOR EXACT LOCATION OF FDC d� UNDERGROUND FIRE LINES SUPPLYING FIRE PROtECTION TO DOCKS, SEE ATTACHED APPROVED CIVIL SITE PLANS WOODS CONSULTING 1714 COUNTY ROAD 1, SUITE 22 DUNEDIN, FL 34698 PH. (727) 786-5747 FAX (727) 786-7479 REVISED: 07-01-14 POINT OF CONNECTION � (1)-2" POTABLE LINE W/2" . TRU-UNION BALL VALVE BY SITE CONTRACTOR BRIGHTWATER DRIVE BRIGHTWATER BLUE RESORT DOCKS FIRE & WATER PLAN WATERBODY WIDTH ±485' WATERFRONT WIDTH ±780' MHW +o.ss� MLW -�.2a� ELEVATION$ REFERENCE NAVD-1988 �i��i SHEET 16 [ B6 TE OF :��r� v � �' ' ♦ 55�6 .�* .� O � • � '- � * : o - ; � oF '' m �O �' Q�•' ro m° F �� .• �O •��.��\• �� KNN , �A ,,' "NP, ``,�o�� . � "� SCALE� 1 "=40' , COMMERCIAL DOCKS LEGEND EX FIRE EXTINGUISHER (4ACOBC) IN FIBERGLASS CABINET (BY OTHERS) � HOSE BIBB CONNECTION — — POTABLE WATER s� FIRE MAIN DOCK C 2" POTABLE LINE SUPPLYING WATER �AT PEDESTALS—� 2z" FIR� HOSE CQNNECTION (WET STANDPIPi FS FS � FS ��` FS — � FS �. FS _.— FS FS �� FS POINT OF CONNECTION (1)-2" POTABLE LINE W/2" TRU-UNION BALL VALVE BY SITE CONTRACTOR FOR EXACT LOCATION OF FDC & UNDERGROUND FIRE LINES SUPPLYING FIRE PROTECTION TO DOCKS, SEE ATfACHED APPROVED CIVIL SITE PLANS WOODS CONSULTING 1714 COUNTY ROAD 1, SUITE 22 DUNEDIN FL 34698 PH. (727� 786-5747 FAX (727) 786-7479 REVISED: 07-01-14 Application # (OFFICIAL USE ONLY) \ .,,.. 7;�A�S .n: DOCK D 3" FIRE LINE DR9 (200 PSI) UNDER GROUND MIN. 30" BURIAL ..�`FS\ FS �. FS ` Fg ` FS POINT OF CONNECTION � FS (1)-2" POTABLE LINE W/2" TRU-UNION BALL VALVE BY SITE CONTRACTOR BRIGHTWATER BLUE RESQRT DOCKS FIRE & WATER PLAN WATERBODI( WIDTH ±485' WATERFRONT WIDTH t780' MHW +o.ss� MLW -�.2a� ELEVATIONS REFERENCE NAVD-1988 F SHEET 17 ;ATE OF \�, G'• � F •'•Tj ' � a 15586 '; �c : � :o :u U� � oF , 4 ST �. ; 2 � \ � rA � a, ••��.` ... • �. . , �� `� t�, � N P�� $�� M °° J�� awN� UQ... � � J OQF� �� U SCAL�:�1"=40' COMMERCIAL DOCKS . LEGEND EX FIRE EXTINGUISHER (4ACOBC) IN FIBERGLASS CABINET (BY OTHERS) a HOSE BIBB CONNECTION — — POTABL��WATER I FiRE MAIN DOCK E 2" POTABLE LINE — SUPPLYING WATER AT PEDESTALS 2Z' FIRE HOSE CONNECTION (WET STANDPIPE) ` F • � `L FS l FS ` FS ` FS 3" FIRE LINE �` Fs DR9 (200 PSI) � Fs • UNDER GROUND �'Fs MIN. 30" BURIAL / 2z" FIRE HOSE CONNECTION (WET STANDPIPE) Application # DOCK F /{ POINT OF CONNECTION � (1)-2" POTABLE LIN� W/2" TRU-UNION BALL VAI,VE BY SITE CONTRACTQR FOR EXACT LOCATION OF FDC & UNDERGROUND / FIRE LINES SUPPLYING FIRE PROTECTION TO DOCKS, SEE ATTACHED APPROVED CIVIL SITE PLANS � / ` \ �'� WOODS CONSULTING 1714 COUNiY ROAD 1, SUITE 22 DUNEDIN FL 34698 PH. (727� 786-5747 Fnx (�2�) �as-�a�s REVISED: 07-01-14 / / BRIGHTWATEIR BLUE RESORT DOCKS � . � FIRE & WATER PLAN � WATERBODY WIDTH +485' WATERFRONT WIDTH +780' MHW +o.s5' MLW -�.24' ELEVATIONS REFERENCE NAVD-1988 (OFFICIAL USE ONLY) N S� � � � � � ��N�� SHEET 18 _ _ ArTE OF v o � g5�6 '• * : N � =� . LL * O� ��mm � ov�m y cJ.(�E �, 2� �o F b��4:�C?`.'�o^� � ..••P�`G��, cw�r . �N��.�` �� JV � oQF� � J U SCA1;E: NTS COMMERCIAL DOCKS I Application# � (OFFICIAL USE ONLY) NOTE: IF COMPOSIT� DECKING IS USED. O.C. STRINGED SPACING TO BE VIA MANUFACTURES SPECIFICATIONS, NOT TO EXCEED 24" O.C. EITHER 5/4"X6" SAWN BRAZILIAN HARDWOOD, 2" X 6" PT, OR � COMPOSITE DECKING 2" X 10" INTERMEDIATE STRINGER MAX. 2.0' O.C. CCA .60 RET. NOTE: IF COMPOSITE IS USED, STRINGERS TO BE 16" O.C. MAX COUNTERSINK ALL BOLTS ADJACENT TO BOAT SLIPS. ALL BOLTING TO BE 5/8" HOT DIPPED GALVANIZED MIN, 3/4" WITH OG WASHERS BACKING BOLTAND NUTS STAINLESS STEEL RECOMMENDED MINIMUM PILE BENT BRACING: * DEPTHS 8 TO 16 FT. ALL PILE BENTS TO BE CROSS BRACED WITH 2" X 10" #2 S4S CCA 2.5 RET. ONE SIDE ONLY ` DEPTHS >16 FT CROSS BRACING IN SHORT & LONG DIRECTION REQUIRED WITH 2" X 10" #2 S4S CCA 2.5 RET. ONE SIDE ONLY TYPICAL MAIN WALKOUT WOODS CONSULTING 1714 COUNTY ROAD 1, SUITE 22 DUNEDIN FL 34698 PH. (727j 786-5747 FAX (727) 786-7479 REVISED: 07-01-14 LING 2.5 C.C.A. RET. , MIN 8.0' PENETRATION. L 2" HDPE (POTABLE) ATTACH TO WOOD BUMPER W/STAINLESS STEEL HARDWARE, 4' �C BRIGHTWATER BLUE RESORT DOCKS FIRE & WATER DETAILS WATERBODY WIDTH ±485' WATERFRONT WIDTH ±780' MHW +o.ss� MLW -�.2a� ELEVATIONS REFERENCE NAVD-1988 HANDRAIL (WHERE APPLICABLE) STANCHIONS PLACED 5.0' O.C. 42" RAILING TO BE FASTENED TO STRINGERS W/ SHORT BOLT, AND FASTENED TO PILE WITH LONGER BOLT WHEN AVAILABLE DOUBLE STRINGER 2" X 10" #2 S4S CCA .60 RET. 2" X 10" #2 S4S CCA 60 RET. ONE EACH SIDE ALL PILE CAPS & CROSS BRACING TO BE DOUBLE BOLTED AS SPECIFIED NOTE: ALL CCA TREATED PILES TO BE VINYL WRAPPED FROM MUD (SILT) LINE TO 2.0' ABOVE THE MEAN HIGH WATER LINE (MHI/� WITH PRIME HIGH DENSITY POLYETHYLENE 040 THICK. NOTE: DECK BOARDS TO BE TRIMMED BOTH SIDES. NOTE: ALL INTERMEDIATE STRINGERS TO BE LAP JOINTED AT BENTS 2.0' MIN. NOTE: ALL WOOD PLANKING OVER SEAGRASS, TO BE NO MORE THAN 8" WIDE AND HAVE A MINIMUM SPACING OF1l2"APARTAFTER SHRINKAGE. . = - � : �� SHEET 19 �� . �. TE OF �rr4 #�zssa r �� 6 •� ♦c , W 1y5g � � NO ' � . * ;W F ;W E o ;2 � P�. �Q�: � � . F A�•• �,'�•` .� �O . . .�• � ♦ � c nNP_.•�� /` �t �� o �mm� ovm �oo�o Q�� awNr ua��. o�F� �w u SCP.LE: NTS COMMERCIAL DOCKS Application# ^ � \ (OFFICIAL USE ONLY) UNOER DECKING VIEW (Nrs) WOODS CONSULTING 1714 COUNN ROAD 1, SUITE 22 DUNEDIN FL 34698 PH. (727� 786-5747 FAX (727) 786-7479 REVISED: 07-01-14 u u u � B 2' POTABLE WA7FR UNE A �C SEAL SCH. 40 P�C SLEEVf COryDU/T (WA7ER, QR ELEC.J GROUT SECT/(�N B-B UNE £XTRUSION TO HAVE PI�C SLEEYE IN,STALLED lN NON-SNR/NK GROUT LlIVE EXTRUSION THROUGH SEA W,ALL BRIGHTWATER BLUE RESORT DOCKS FIRE & WATER DETAILS WATERBOpY WIDTH ±485' WATERFRONT WIDTH +780' MHW +o.ss' MLW -i.2a' ELEVATIONS REFERENCE NAVD-1988 ti � _ _� � SHEET 20 FL � U�4r �g�O •' ;�'�j �'� v •� h '� � .1y _ o . ap � O : �� : a m �Cr ; 00 � P� Q : �2�g�� O �• v�`��NN ' .�� ;�.•'�Q'e� ¢Fnt� i� . =Q� \ i S�� °''� o�w� IiA ��11� NQE-� '\ �J U SCALE: 1"=20' COMMERCIAL DOCKS .� � ,• � .� DOCKS A THROUGH F- EACH DOCK WILL HAVE (3) POWER PEDESTALS: (2) PEDESTALS WILL HAVE DUAL 30-AMP RECEPTACLES (EACH SIDE), DUAL 20-AMP GFI RECEPTACLES (EACH 2! OLE BREO KERS UTPOTO 40 AMPSL 1 O�. Q (FOR FUTURE LIFTS) AND (1) PEDESTAL WILL HAVE SINGLE 30-AMP RECEPTACLE, SINGLE 20-AMP GFI RECEPTACLE, ACCOMMODATION FOR SINGLE 2-POLE BREAKER UP TO 40-AMPS (FOR FUTURE LIFT). TRANSFORMER TO SUPPLY ELECTRIC TO DOCKS TO BE INSTALLED PER ELECTRICAL PERMIT OBTAINED SEPARATELY. LOCATION TO BE DETERMINED AT TIME OF ELECTRICAL PERMITTING. Application # O O O 5. 0 0 �� , v O � (OFFICIAL USE ONLY) N �U�E o s, O 5.0� �� 30.0 O 4. 0 6. 35. 0 67.0 __ _._ _ __ ____ __ --- __� �PROPOSED PROGRESS ENERGI' —TRANSFORMER LOCATION. �TO FEED FUTURE DOCK POWER /UNDER SEPARAI.E iERMIT. � WOODS CONSULTING 1714 COUNTY ROAD 1, SUITE 22 DUNEDIN FL 34698 PH. (727j 786-5747 FAX (727) 786-7479 REVISED: 07-01-14 � BRIGHTWATER BLUE RESORT DOCKS ELECTRICAL WATERBODY WIDTH +485' WATERFRONT WIDTH ±780' MHW +o.s5� MLW -�.za' ELEVATIONS REFERENCE NAVD-1988 SHEET 21 FLORIDA CERTIFICATE OF AU�'�dK9��pyQ�1 #27664 �� 5�� • • •�� — •• •• �I �,,,,, ��•� •••6'�v'�n : � O ' u�°m�� Q• p mr� .�. : r * � • �1��00 � • �; Qs�cpm i •� � �: 2�� ♦ • • \(n V� O�HKNN 'i� •,� r, l��. �;= w � � i� �\ . C� , v Q. i / ' .��,�.• � . o�� aoF �, J �II � ��'�'�� v I�: '10U61361 $18. D DOC COUN'. , FL E3Y ,r (O `�+ � � � r g`. �:� c:► y 5.�0 �7 �r� � , BK: 16848 PG: 1808, 03/05/2010 at 03:26 Pr[, RECORDING 2 PAGES STAMP COLLECTION $4550.C10 KEN BURKE, CLERK OF COURT PINELLAS DEPUTY CLERK: CLKDM0:3 Prepared by and return to: FRAZER, HUBBARD, BRANDT, TRASK & YACA`'ONE LLP 595 MAIN STREET Dunedin, Y+L 34698 727-733-0494 File Number: DELFINO-MAZAS Parcel Identification No. 08/29/15/04932/000/03�40 ,', -. [Space Above This Line For Recording Data) � ,� i`\ , �V�1'�°�.rit� ��et� (STATUTORI' FORM - SECTTON 689.02, F.S.) a�a -•, �� '� ,� - `� __ , _ � ,v, �'�' , , � , , -- �. � `. � ' �` � , � � � , �' �� ` �, .� �, __ �i �� i' ,� _ ' This Indenture made this 26th day of Februae�y�, 'I.O10 between DELFdY�TO,B.�Y 1'RUP�gtTIIES, LLC, a Florida limeted liability corporation whose post office ac'.dre:ss is 610 E. YiI�17F� RmAID; ��lingtun Heights, IL 60004-26�1 of the County of Cook, State of Illinois, grantor*, and �IltIGHTW.�'��R 8iL1.� '�S�OR'T, E.E,C, , a Florida limited liability corporation whose post office addres� is 2552 DREiiN STR�ET"„�� 30P., a�9earw�4er, FI. 33765 of ihe County of Pinellas, State of Flori�➢a, grantee*, `� �� -- � , W1tIIesseth that said grantor, for and in consideratio�5 of the sum of;l�l�i AND NO/100 llOLLARS ($10.00) and other good and valuable considerations to said grantor in hand Paid by said grantee, the receipt �Nh �reof is hereby acknowledged, has granted, bargained, and sold to the said grant�e; an� gFantee's,heirs and assigns forever, the following described land, situate, lying and being in Pinellas Cmunty, Flqrisla; dd.wii:, ��--,� �,OTS 34 AND 35, Bayside Suhdia(�isic�n191'o„ 2; �caor�ing tothe plat �H�ereof, as reeordec➢ nn �Qat Book 27, Pages 32 - 33, of the lPub,li�Recor�d;c�of F'imal9as County, Florida. Subject to taxes for �Dl'0 and,�ubseqal�ut years; cover.ants, cov�digio�s, res�rictions, easemenYs, reservations and limitatio�s o�'Tecord, if auy. and said grantor does he�eby fullytyarrent,t�e tit}e to s3id land, and wii.l defend the same agair st lawful claims of all persons whomsoever. , , � .' � � , `��` �,*_".f'i"r�ntot" and "Grantee" an; used for singular or plural, as context requires. �``� --' I11 �ItIIlCSS,�-h�l"�O�_grantor has hereunto �`. . �� , .`� �% .� ; �� . �_� , set grat�tor's hand and seal the day and year first above written. Dou6leTlmeo Y1N �LAS .� � c:�uN�rY r�L Ur�r�, lt�C. Blt 16a48 PG 1E309 5igned, sealed and delivered in our presence: / � r�r!,r.�.r�rr;r� . . .. 3l �r.r� . � � !l= - ' �_ ..: , �� ' ,' ,� �' ___ ,, DE FINO BAY PROPIERTITS, LLC, a Florida limike� '' --� li 'itycorpor ion �,�, �.v, �� '�' , , . ��. , ��eal) . .' , CRAIG S. A DER�Ori - - � + � _ ,, ,-,- �., .,�. , - �� , , �� ,, ,�, �� , �, -- , ,, , -. __,�. , ,' �-,'--� � , � . � � , • - , �, 5tate of Florida � � � County of Pinellas ` �' , �, � ,.� �. The foregoing instrument s acknotivledged before me this� day �if Febivary, 20; 0 by CRAIG S. ANDERSON, Managing Member, who is personally known or L] h�s pcoduced a drive lice e as ic)entification. �N�tmuur�q� �� ', i , / [Notary Seal] :�`��a��W iBra�o��`'''',' ` ota Pu ic � • �: •��.p es •• s ' ry . . ,, _ � 0212412014 ,':,'' _- ; - _ — Printed Name: - : N01ARY PUD��C : ,�;� ; � Commfis�iort�� ;r�•'a •, % ct��'• .,�A�4511,: � `: �,,�,''�T�r•.......�" ��Q.�. � �,�0 ��. �'''��pF��„�� , _ _ ., . , ,' �, , ,� � �, , , �� ,� , ° ,, ,, . , , __ -, �;- --_, ,. --- --- .,', , ,, .,�, , , ,, FYarranry Deed (S�arutory FormJ - Page 2 1VIy Commission Expires: DoubleTime� l�: LUl uyuea� �K: lbtl-/b YG: 1'LUy� U4/Ub/2o10 at 03:04 PM, RECORDING 1 PAG-ES $10.00 � DOC STAMP COLLECTION $0.70 KEN BURKE, CLERK OF CUURT PINELLAS COUN�'Y, �L BY DEPUTY CLERK: CLKDMC9 -- --- ,► Prepared by and Retwn to: Pappas Law 8c Title 1822 N. Belcher Road Suite 200 Clearwater, Florida 33765 Our File Number: 09-1827 CORRECTIVE SPECIAL WARRANTY DE�D Parcel No. 08-29-15-04932-000-0360; 0390; 0400; 0410; 0420; 0430; Q450 For official use bv Clerk's of�ice onlv � �i �� - `� _ ''-J , _`� „ � '�' . � .` � . -- . , STATE OF Florida ) ,' ��' � � � , � � � � COiJNTY OF Pinellas ) � ; �, � ) � �� ' THIS INDENTURE, made this April �, 2010, between, Sam Karamountzas and Bill W. Mazas, whose mailing addcr.�sis �`��-'�/� 2551 Drew Street, Suite 301, Cleanvater, FL 33765 , party of the first part, and Brightwater Blue Resort, LLC, a Florida Li�ii��ed ��, �'-" Liability Company, whose mailing address is: 2551 Drew Street, Suite 301, Clearwater, FL 33765, party/parties of the secbNl part, �� WITNESSETH: � � � , First party, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($ ] 0.00) and other valuable consid� �aiie�s, ,��,' receipt whereof is hereby acknowledged, does hereby grant, bazgain, sell, aliens, remises, releases, conveys and confirms unto cecond _,' party/parties, his/her/their heirs and assigns, the following described property, t�wit: (Flamingo Bay) ` � \ � Lots 36, 37, 38, 39, and 40 BAYSIDE SUBDIVISION NO. 2, acr,ording to the plat thereofa� reocrded�ip `� Plat Book 27, Pages 32 and 33, of the Public Recorsd of Pine113s �owity, Florida. � �� \. � . and � �� (Cinnamon Bay) � � Lots 41, 42, 43, 44, 45, and 46 IIAYSIDE SUBDIVISION NO. 2, accorc ingsathe pY�t ttLereo�'�as'� eocrded in Plat Book 27, Pages 32 and 33, of the Public Recorsd of Pinellas Courfy,.F}o�fla. `� i , `. � � ' i THIS DEED HAS HEEN CREATED TO CORRECT THE NA,ME OF'�'HE GRAN'��E� AS�SHOWN IN � THE DEED RECORDED 1N O.R. BOOK 1b853, PAGE531, L}F TH1YF[JBLIC REGORDS OF PINELLAS COUNTY, FLORIDA. � � � , THE ABOVE REFERENCED PROPERTIES ARE NOT THE I�61k�IESTEAD �OF THE GRANTORS. Subject, however, to all covenants, conditions, restrietions, resgrvations,`litnit�tions, easements and to all applicable zoning ordinances and/and restriciions and prohibitions imposed �iX govertZir�ental authoritiel, if any. TOGETHER with all the tenements, hereditarq0n�s'and ap,purtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same in fey �itrfple foCever. �� AND the parry of the fust part hereby coyen5nts wifK �,3id partg� o�the second part, that it is lawfully seized of said laud in fee simple: that it has good right and lawful authority tb,sell„ant,ii'convey snid land; tl+at it hereby fully warrants the title to said I md and will defend the same against the lawful claimsof all pe}sons claiming by, through cr under the party of the first part. IN WI1'NESS WHEREOF, fi�tparty tr�s si�pedand.sealed these pres�;nt the date set forth on April �, 2010. , �. Signed, sealed and delivered � ' ` �, ` � i i in the resence of: - � '� � , � .' �, _ '� / ime s si�atur �� j��= =� Sam I:aramountzas I " 7F.tQe.�� .�f+LSPI. eatt�@ � � . , � --� . . State of Florida County of Pinellas �— � Bi111V. Mazas — �h THE FOREGOING INSTRUMENT was acknowledged before me this � day of April, 2010 by Sam Karamouotzas and Bill JV. Mazas who is personally knoum to me or who has produced a PHOTO iD as identification. Not Publ' �� NOTARYPUBLIGSTATEOFPLORIDA """ .1Yacy A. :�iudson Navlor �: Commission # DDfi10834 My Commission Expires: ��%. ;�,',�•'� Expires: 'eVOV. Ol, 2010 svnna� 7xnu Nurmc eorro�NC ca: ING Notary Seal DEED - Spccial Warranty Lked - Corporate , ,r � �1NNIti(i �L Di1'ELOPAIEV't June 10, 201 �4 Richard J. Marcel The Sustainability Group 6320 Rowan Road New Port Richey, 34653 CI7'� OF CLEAR�ATER P(�y"t' Oi'FICE BO\ 47�iS� CLEIRIV"'ATER� F�oK��,� 33758-4748 M�.»u:�e.�c SexvICES BICILDIlYG� 100 S<>vTH 14'I�•xnf Av�sHt;�, CL��uW=,�TEiz, FLOK�� 33756 TELEYiI()NF, �%Z%� 562-45�% F:+x (727) 562-4865 RE: Development 4rder - Case FLS2014-04007 —150 Brightwater Drive Dear Mr. ivlarcel: This letter constitutes a Develapment Order pursuant to Conununity D�velapment Code (CDC) Section 4-202.E. On May O1, 2�14, the Developrnent Review Committ�e (DRC) reviewecl your request for Fiexible Standard llevelopment application to permit 30 Resdrt Attachsd Dwelting Lu�its in the Tourist (T) District pursuant to Community Developn�.ent Code Section 2-802.Q. Y'he DRC recotnznended apgrova] of the application with the following Findings of Fact and Conclusions pf Law: Findings af Fact: 1. T�at the 2.07 acre subject property is located on the north sici� of Brightwater Drive, approximately 800 feet east of Hamden Drive; 2. That the subject pxoperty is located within the Taurist (Tj District ar�d the Resort Facilities High (RFH) Future Land Use Plan category, 3. That the subject praperty is lt�cated in #he Beacl� hy Design Small Motel District; 4. Th�t the site is cunently vacant; 5. That the proposal is ta construct 30 resart attached dwellings and six dacks each having �ive slips for a total of 30 slips; 6. That the units will be divided between six buildir�gs with parking on the ground floor and twp floors of living space above; 7. Thai 70 off-street parking spa�ces are proposed where 45 are required; and 8. That fhere are no active Code'Compliahce cases for the subject praperty. Conclusions of Law: 1. That the development praposal is consistent witli the Standards as per Tables 2-801.1 and 2- 842 of the Community Development Code; 2. That the development praposal is consistent with the Flexibility Griteria as per Secfion 2- 802.Q of the Cammutlity Development Code; and 'i �.�• 1 , ., �•,: :., . l. ,,, ,�: .+, i..., , .,, .� 1 Y� ELS2014-04007 150 Brightwater Drive Page 2 of 3 3. That the development propo�al is cor�sistent with the Ger�eral Stan�!ards for Levei �ne Approvals as per Section 3-91�+.A of the ��ammunity Development Code. I concur with the findings of tl-.� De�feio�rnent R:.view Committee ared:, tl�xough this letter, APPitOV� your application for Flexible St�;ndard Development wi�h ghe following conditivns: COnditions C�f AUUroval: 1. That fhe final design of the pa:king lot be �enerally cons�sient with th�: drar�vin�s approved by the D1tC; 2. That issuance of a developme�t permit t�y the City of Clearvuater doe� not in any •aray create any right on the parl of an applicant to obtain a permit irom a state ox fetieral agency and does not create any liability o:i the pa*�t of the City for issuar�ce of the perniit if the appiicant fails to obtain requisite appr��vals mr iulfill the oblagations ir�posed ihy a state or federal agency or undertakes act:ions that result in ,� violation of state or feder�{1 iaw; 3. Th�t all flther applicable local, st��:te andi"or federal permits ��e obtair�ed before cammencement of the development�. 4. That application for a buildin; pezYaii: be submitted a�o later than June 10, 2015 unless time extensions a��e granted pursua7t to CDC 'Section �-401; 5. That prior to tlze issuance oF a.iy buildin� permits, apen space/ r�creation fees be paid; 6. Th�t prior to the issuance of any �uilding permits, the landscape plair must a�ei3ect that all �ha+:le trees be planted at a mirirrtum af fi�ve ieet from any impervgous area; 7. Thal prior to the issuance o� any builc3ing perrriits, the Fire Depaitment rr�ay require the provision of a Water Sti�dy perfurm�cl by a Fire Protection Engineer in order to ensure that an adec�uate water sup�ly is a��ilable and: to determine if ai�,y upgrades are required by the developer due to the impact of the project. The water sup�ly r�iust be able to support the rieeds of any rec�uired t'.�re sp�i��kler, standpipe and/or fire pump. If � fire pump is required, then the water supply must be able to s�r��ply 150 percent of its rated capacity. This ap��roval is based upon, and must adhere to the appiication and dev�lcpment pl�ns received �-1pri101, 201�} and 3une 06, 2014. Pursuant to CDC Section 4-303, an a��plicati��n for a buildina permit si:a�l be �nade within one year of tihe Flexible St�uidard Develapm�ai? �pproval (by June 10, 2U15). '�'�e building permit musi be obtained �vithin six mor.ths of the iiiitiat pezmit application. Tl�is tin�e frame to obtain the initial b�iilding permit may be extended for an additional six m��nths far cause by the Comm�unity Development Coord'nator. Tirne frames do not change with successive owners. All rec�uired certificates of accupancy tnust be obtained withia� ri��o� yeazs of t➢ie daie of issuance of thE building perrnit. The issuance of this Developme7t 4rder daes not rzlieve you of the nec��ssiiy to obtain building pemlits or pay impact fees that may be require�l. In order to faeili�ate th�� i ssuance of any permit or Iicense alFected by this approval, please br�ng � �apy c�f this �etter vvitl� you when applying for any permits or ]icense. r �' � FLS2014-040U7 150 Bri�htwater Drive Page 3 0� 3 If you ha�e any quesiions, please do no# hesitate to call Matt 3ackso�, �'lanner III, at 727-562- 4504 or via email at matthew jackson(a��nvclearwater.cotn. Sincerely, I +�I tVlichael Delk, AICP Plaruling and Development i�irec.or