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DVA2013-02001; RELATED TO FLS2013-02006COMMUNITY DEVELOPMENT BOARD x Clearwater PLANNING AND DEVELOPMENT DEPARTMENT STAFF REPORT MEETING DATE: .tune 18, 2013 AGENDA ITEM: F.2. CASE: DVA2013 -02001 (Related to FLS2013- 02006) REQUEST: Review, and recommendation to the City Council, of a Development Agreement between Bay Esplanade project, LLC (the property owner) and the City of Clearwater, providing for the allocation of 55 units from the Hotel Density Reserve with a building height of 75 feet (from base flood elevation to mid -point of decorative roof structure) and an overall density of 107.7 overnight accommodation units /rooms per acre where 150 units per acre is allowable under Beach by Design. GENERAL DATA: Agent ........................... Randy Austin; Landon, Moree & Associates Applicant / Owner .............. Bay Esplanade Project, LLC Location ........................... 650 Bay Esplanade; the subject property is located on the northeast corner of the Poinsettia Avenue and Bay Esplanade intersection Property Size .................... 0.95 Acres Future Land Use Plan...... Resort Facilities High (RFH) Zoning .......................... Tourist (T) District Special Area Plan .............. Beach by Design (Old Florida District) Adjacent Zoning... North: Tourist (T) District South: Tourist (T) District East: Tourist (T) District West: Tourist (T) District Existing Land Use ............. Vacant land Proposed Land Use......... Overnight Accommodations �7 t''# iQr lT iW11 Y AL C LOLL3 t' s —a Cleal ate Level II Flexible Development Application Review ANALYSIS: Site Location and Existing Conditions: The 0.95 acre subject property is located at the northeast corner of the Poinsettia Avenue and Bay Esplanade. The property consists of the following five parcels of vacant land: • 05/29/15/54756/082 /0010; • 05/29/15/54756/082 /0020; • 05/29/15/54756/082 /0110; • 05/29/15/54756/082 /0120; and • 05/29/15/54756/082 /0130). The adjacent property to the north consists of a three -story condominium building and its associated parking lot. The properties to the east across Bay Esplanade consist of a two -story motel, vacant land and attached dwelling units. The properties to the south, across Bay Esplanade, consist of single -story and two -story attached dwelling units. The property to the west, across Poinsettia Avenue, consists of multiple attached dwelling single -story buildings. Development Proposal: The owners of the property propose to build a six- story, 102 -room overnight accommodation with a building footprint of 29,332 square feet on 0.95 acres in the Old Florida character district in Beach by Design. The building will be 75 feet in height (from base Flood Elevation to mid -point of decorative roof structure) and 78.4 feet in height (to top of elevator shaft room). The proposal is to construct a 102 -unit overnight accommodation use at a density of 107.7 units per acre, which includes the allocation of 55 units from the Hotel Density Reserve under Beach by Design. The Development Review Committee reviewed and approved the site plan and building design at its June 6, 2013 meeting subject to conditions. This Development Agreement (DVA2013- 02001) must be approved by City Council, which provides for the allocation of the 55 units from the Hotel Density Reserve. This Development Agreement provides for the mandatory evacuation/closure of the hotel PLANNING & DEVELOPMENT DEVELOPMENT REVIEW DIVISION I � �I >I IAr R *I`J / 1 ASTER ACACIA s i PROJECT SITE IT C MBRIA \ � I "EIL� � � 1 .\ • Q V � AV- 'J• KEND ti BAV ESPLANADE + BAVMONT LOCATION MAP SOMERSET ST ST T ° P s T ROYAL WAYy� I l ero °;Q rr !OS /R OS /R 'a ° p j>. •``F ZONING MAP a is , a9 e 12 SO ERSET ST . . jr- M• r 11 ..a ^ w L I 1 /1 C�l+� r -- ` 4lr' .S `•_� F:L, ACHED j L Jr A 6A(L D! I • y = a x ?� Q r — a'6 f" 01- J Lg - EXISTING SURROUNDING USES MAP Community Development Board — June 18, 2013 DVA2013 -02001 —Page 1 Ckarfter Level II Flexible Development Application Review PLANNING & DEVELOPMENT DEVELOPMENT REVIEW DIVISION in the event of the posting of a hurricane watch including Clearwater Beach by the National Hurricane Center, which also complies with Beach by Design criteria. It also complies with the Beach by Design criterion that access to all rooms be through a lobby and internal corridors. Development Agreement: The Development Agreement is a requirement for the allocation of hotel units from the Hotel Density Reserve, adopted as an amendment to Beach by Design under Ordinance 7925 -08 on July 17, 2008. A total of 1,385 hotel rooms were established under the Hotel Density Reserve where currently a total of 947 units are available within the density reserve; this development agreement proposal requests the allocation of 55 units from it. The City has established criteria to facilitate the allocation of the units. Such criteria includes that accessory uses shall be consistent with a hotel; that no hotel room can be converted to a residential use; that access to the hotel room must be through a lobby and internal corridors; that the hotel shall establish a reservation system with a lobby /front desk area; and that the development shall comply with the Metropolitan Planning Organizations (MPO) countywide approach to the application of the concurrency management for transportation facilities. The proposed redevelopment project meets the above criteria. The proposed Development Agreement will be in effect for a period not to exceed ten (10) years, meets the aforementioned criteria for the allocation of units from the Hotel Density Reserve under Beach by Design and also includes the following main provisions required for the allocation of hotel units: • Provides for the allocation of 55 units from the Hotel Density Reserve; • Requires the developer to obtain building permits and certificates of occupancy in accordance with Community Development Code (CDC) Section 4 -407; • Requires the return of any hotel unit obtained from the Hotel Density Reserve that is not constructed; • For units allocated from the Hotel Density Reserve, prohibits the conversion of any hotel unit to a residential use and requires the recording of a covenant restricting use of such hotel units to overnight accommodation usage; and • Requires a legally enforceable mandatory evacuation/closure covenant that the hotel will be closed as soon as practicable after a hurricane watch that includes Clearwater Beach is posted by the National Hurricane Center. The Community Development Board (CDB) has been provided with the most recent Development Agreement. The City Council may enter into Development Agreements to encourage a stronger commitment on comprehensive and capital facilities planning, to ensure the provision of adequate public facilities for development, to encourage the efficient use of resources, and to reduce the economic cost of development. The CDB is required to review the proposed Development Agreement and make a recommendation to the City Council. Community Development Board — June 18, 2013 DVA2013 -02001 —Page 2 PLANNING DEVELOPMENT CkarWater Level II Flexible Development Application Review DEVELOPMENT REVIEW DIVISION SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of June 6, 2013, and deemed the development proposal to be legally sufficient to move forward to the Community Development Board (CDB), based upon the following findings of fact and conclusions of law: Findings of Fact The Planning and Development Department, having reviewed all evidence submitted by the applicant and requirements of the Community Development Code (CDC), finds that there is substantial competent evidence to support the following findings of fact: 1. That the applicants are requesting 55 units from the Hotel Density Reserve; 2. The 0.95 acre subject property is located on the northeast corner of the Poinsettia Avenue and Bay Esplanade intersection; 3. The subject property is currently five vacant lots that will be tied together under a Unity of Title; 4. That the subject property is located in the Tourist (T) District and the Resort High Facilities (RFH) future land use plan category; 5. That the subject property is located in the Old Florida District of Beach by Design and is subject to all applicable requirements set forth therein; 6. That the subject property has lot widths of 104 feet along Bay Esplanade (east), 289.98 feet along Bay Esplanade (south), and 182.06 feet along Poinsettia Avenue (west); 7. That the subject property will be 41,232 square feet in lot area; 8. The proposal is to construct a mid - priced 102 -unit overnight accommodation use at a density of 107.7 units /acre, which includes the allocation of 55 units from the Hotel Density Reserve under Beach by Design; 9. The hotel is proposed at a height of 75 feet from the Base Flood Elevation (BFE) to the mid- point of decorative roof structure and 78.4 feet to top of elevator room; 10. That the subject property is located on the south side of Somerset Street and is more than 60 feet south of the southerly right -of -way line of Somerset Street will allows an overnight accommodation a maximum height of 75 feet; 11. That the hotel has a reservation system with an internal lobby front desk area; 12. That all accessory uses are consistent with a typical mid - priced hotel; 13. That access to the overnight accommodation units shall be provided through a lobby with internal corridors; 14. That the Traffic Engineering Department accepts the findings of the submitted Traffic Impact Study which indicates that the proposed redevelopment project will not degrade the Level of Service (LOS C or better) on surrounding transportation facilities nor adversely affect the, nearby signalized intersections which is consistent with Metropolitan Planning Organizations concurrency management for transportation facilities; 15. That the development proposal is subject to the requirements of Beach by Design, the Design Guidelines contained therein as the property is located within the Clearwater Pass character district and the criteria for allocation of units from the Hotel Density Reserve. Conclusions of Law The Planning and Development Department, having made the above findings of fact, reaches the following conclusions of law: Community Development Board — June 18, 2013 DVA2013 -02001 — Page 3 Clear yl ate Level II Flexible Development Application Review PLANNING T DEVELOPMENT P PP DEVELOPMENT REVIEW DIVISION 1. That the Development Agreement implements and formalizes the requirements for the construction of on -site and off -site improvements under the related site plan proposal (FLS2013- 02006); 2. That the Development Agreement complies with the standards and criteria of CDC Section 4 -606; 3. That the Development Agreement is consistent with and furthers the Visions, Goals, Objectives and Policies of the Comprehensive Plan; 4. That the Development Agreement is consistent with the Visions, Goals, Objectives and Policies of Beach by Design and the Clearwater Pass District; and 5. That the Development Agreement complies with the criteria in Beach by Design for the allocation of units from the Hotel Density Reserve. Based upon the above, the Planning and Development Department recommends the APPROVAL, and recommendation to the City Council, of a Development Agreement between Bay Esplanade Project, LLC and the City of Clearwater, providing for the allocation of 55 units from the Hotel Density Reserve under Beach by Design, for the property at 650 Bay Esplanade. f� a Prepared by Planning and Development Department Staff: -- Ke W. Nurnberger, Planner III ATTACHMENTS: Photographs of Site and Vicinity Community Development Board — June 18, 2013 DVA2013 -02001 — Page 4 Looking north from bay Esplanade and Poinsettia intersection Looking east at subject property from Poinsettia Avenue Looking south from subject property. Looking east from Poinsettia Ave. at subject property. Looking south along Poinsettia Ave. from subject property. Looking south along Poinsettia Ave at property across from subject property. 650 Bay Esplanade DVA2013 -02001 Looking west at subject property from Bay Esplanade. Looking south on Bay Esplanade at subject property. Lookine east at nronerty across Bav Esnianade Looking north from Bay Esplanade Looking southeast at property across from subject property on Bay Esplanade. Looking north from Poinsettia Ave, Cypress, and Bay Esplanade intersection. 650 Bay Esplanade DVA2013 -02001 Kevin W. Nurn6erger 100 S Myrtle Avenue Clearwater, FL 33756 727-562-4567ext2502 kevin.nurnber�er�a,myclearwater.com PROFESSIONAL EXPERIENCE Planner III March 2011 to present Planner II October 2010 to March 2011 City of Clearwater, Clearwater, Florida Duties include performing the technical review and preparation of staff reports for various land development applications, the organization of data and its display in order to track information and provide status reports, and making presentations to various City Boards and Committees. Planner County of York, Yorktown, Virginia 2007 to 2009 Reviewed residential, commercial and mixed use development site plans to ensure compliance with planning, zoning, subdivision, historic preservation, and environmental standards as well as design criteria, specifications, regulations, codes and ordinances. Led pre-application meetings with residents, neighborhood organizations, contractors, and developers regarding future projects which included state and local government agencies. Site Assistant Gahan and Long Ltd, Belfast, Northern IYeland 2006 to 2007 Enfarced Article 3 of the Planning Order (NI) with land owners, developers and district councils on procedures relating to archaeological and built heritage remains on proposed development sites. On site assistant to project manager during the archeological process throughout the pre-development stage. Development Planner Versar Inc, Fort Story/Fort Eustis, Virginia 2005 to 2006 Developed survey strategies for the Cultural Resource Manager by reviewing local and state planning documents, the Secretary of the Interior's Standards for Preservation Planning on Federal installations, the Virginia Department of Historic Resources, the Virginia Department of Transportation plan, and Virginia Power's public utility plan in the predevelopment stages of new development and building expansion projects to ensure protection of historic properties. City Planner City Planning Commission, New Orleans, Louisiana 2000 to 2005 Primary subdivision planner assisting applicants throughout the subdivision process in accordance with the zoning and subdivision regulations of the City of New Orleans. Reviewed various zoning and conditional use applications. Prepared and presented staff reports to the City Planning Commission and Board of Zoning Adjustments. EDUCATION University of New Orleans, LA MA Urban and Regional Planning (2004) State University of New York at Buffalo, NY BA Anthropology (1999) ° learwater �C � Planning & Development Department Development Agreement Application IT IS INCUMBENT UPON THE APPLICANT TO SUBMIT COMPLETE AND CORRECT INFORMATION. ANY MISLEADING, DECEPTIVE, INCOMPLETE OR INCORRECT INFORMATION MAY INVALIDATE YOUR APPLICATION. ALL APPLICATIONS ARE TO BE FILLED OUT COMPLETELY AND CORRECTLY, AND SUBMITTED IN PERSON (NO FAX OR DELIVERIES) TO THE PLANNING & DEVELOPMENT DEPARTMENT BY NOON ON THE SCHEDULED DEADLINE DATE. A TOTAL OF il COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 10 COPIES) AS REQUIRED WITHIN ARE TO BE SUBMITTED FOR REVIEW BY THE DEVELOPMENT REVIEW COMMITTEE. SUBSEQUENT SUBMITTAL FOR THE COMMUNITY DEVELOPMENT BOARD WILL REQUIRE 15 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 14 COPIES). PLANS AND APPLICATIONS ARE REQUIRED TO BE COLLATED, STAPLED AND FOLDED INTO SETS. THE APPLICANT, BY FILING THIS APPLICATION, AGREES TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE COMMUNITY DEVELOPMENT CODE. APPLICATION FEE: $1,500 PROPERTY OWNER (PER DEED): Bay Esplanade Project, LLC MAILING ADDRESS: 305 Cambridge Street, Suite 3, Cambridge, MA 02141 PHONE NUMBER: (617) 945-2555 EMAI�: DJD@TheDeNunzioGroup.com AGENT OR REPRESENTATIVE: Landon, Moree & Associates, Inc. MAtLING ADDRESS: 31622 US 19 North, Palm Harbor, FL 34684 PHONE NUMBER: (727) 789-5010 EMAIL: AUSTIN@LMAENGR.COM ADDRESS OF SUBJECT PROPERTY: 650 Bay Esplanade, Clearwater, FL 33767 PARCEL NUMBER(S): 15/29/15/54756/082/0010, 15/29/15/54756/082/0020, 15/29/15/54756/082/0110, 15/29/15/54756/082/0120 and 15/29/15/54756/082/0130 LEGAL DESCRIPTION: See attached Exhibit A PROPOSED USE(S): Hotel (overnight accommodations) DESCRIPTION OF RE4UEST: See attached Exhibit B Specifically identify the request (include all requested code flexibility; e.g., reduction in required number of parking spaces, height, setbacks, lot size, lot width, specific use, etc.): Planning & Development Department, 100 S. Myrtle Avenue, Ctearwater, FL 33756, Tel: 727-562�567; Fax: 727-562�865 Page 1 of 7 Revised 01N2 ° �lear�water U Planning & Development Department Development Agreement 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. �ON1i7G D1STRICT: rU7URE lAi`J�7 U�= PLAi`1 DESiG�VaTIOiV: EXISTING USE (currently existing on site): Tourist District, Old Florida (Beach by Design) RFH, Resort Facilities High Vacantiand PROPOSED USE (new use, if any; plus existing, if to remain): Hotel (overnight accommodations) SITE AREA: 41,232 sq. ft. 0.95 GROSS FLOOR AREA (total square footage of all buildings): Existing: 0 sq. ft. Proposed: 63,935 sq. ft. Maximum Allowable: N/A sq. ft. rtyi:�� GROSS FLOOR AREA (total square footage devoted to each use, if there will be multlple uses): First use: 59,500 sq. ft. Second use: 645 sq. ft. Third use: 2,534 sq. ft. Fourth use: 1,281 sq. (� FLOOR AREA RATIO (total square footage of all buildings divided by the total square footage of entire site): Existing: 0.0 Proposed: 1.55 Maximum Allowable: N/A BUILDING COVERAGE/FOOTPRINT (1�t floor square footage of all buildings): Existing: 0 sq. ft. ( 0.0 % of site) Proposed: 6,104 sq. ft. ( 14.8 % of site) Maximum Permitted: 29,332 sq. ft. ( 71.1 % of site) GREEN SPACE WITHIN VEHICULAR USE AREA (green space within the parking lot and interior of site; not perimeter buffer): Existing: 0 sq. ft. ( 0.0 % of site) Proposed: 0 sq. ft. ( 0.0 % of site) VEHICULAR USE AREA (parking spaces, drive aisles, loading area): Existing: 0 sq. ft. ( 0.0 Proposed: 53,188 sq. ft. (129.0 % of site) % of site) Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 2 of 7 Revised 01/12 IMPERVIOUS SURFACE RATIO (total square footage of impervious areas divided by the total square footage of entire site): Existing: 0.0 Proposed: 0.69 Maximum Permitted: 0.95 DENSITY (units, rooms or beds per acre): Existing: � Proposed: 102 (107/ac) Maximum Permitted: 48 (50/ac) OFF-STREET PARKING: Existing: 0 Proposed: 13� Minimum Required: 123 BUILDING HEIGHT: Existing: � Proposed: 75' above BFE Maximum Permitted: 35' Note: A parking demand study must be provided /n conjunction with any request to reduce the amount of required off-street parking spaces. Please see the adopted Parking Demand Study Guidelines for further information. WHAT IS THE ESTIMATED TOTAL VALUE OF THE PROJECT UPON COMPLETION? $ 8,000,000.00 ZONING DISTRICTS FOR ALL ADJACENT PROPERTY: North: Tourist South: Tourist East: Tourist West: Tourist STATE OF FLORIDA, COUNTY OF PINELLAS I, the undersigned, acknowledge that all Sworn to and subscribed before me this day of representations made in this application are true and . to me and/or by accurate to the best of my knowledge and authorize City representatives to visit and photograph the , who is personally known has property described in this application. produced as identification. Signature of property owner or representative Notary public, My commission expires: Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 3 of T Revised 01/12 o Planning & Development Department � C earwater Develo mentA reementA lication p g pp � Site Plan Submittal Package Check list IN ADDITION TO THE COMPLETED DEVELOPMENT AGREEMENT APPLICATION, ALL DEVELOPMENT AGREEMENT APPLICATIONS SHALL INCLUDE A SUBMITTAL PACKAGE THAT INCLUDES THE FOLLOWING INFORMATION AND/OR PLANS: ❑ A proposed development agreement which shall contain, at a minimum, the following information: ❑ A legal description of the land subject to the development agreement. ❑ The names of all persons having legal or equitable ownership of the land. ❑ The duration of the development agreement, which shall not exceed ten (10) years. ❑ The development uses proposed for the land, including population densities, building intensities and building height. ❑ A description of the public facilities and services that will serve the development, including who shall provide such public facilities and services; the date any new public facilities and services, if needed, will be constructed; who shall bear the expense of construction of any new public facilities and services; and a schedule to assure that the public facilities and services are available concurrent with the impacts of the development. The development agreement shall provide for a cashier's check, a payment and performance bond or letter of credit in the amount of 115% of the estimated cost of the public facilities and services, to be deposited with the city to secure construction of any new public facilities and services required to be constructed by the development agreement. The development agreement shall provide that such construction shall be completed prior to the issuance of any certificate of occupancy. ❑ A description of any reservation or dedication of land for public purposes. ❑ A description of all local development approvals approved or needed to be approved for the development. ❑ A finding that the development proposal is consistent with the Comprehensive Plan and the Community Development Code. Additionally, a finding that the requirements for concurrency as set forth in Article 4, Division 10, Community Development Code, have been satisfied. ❑ A description of any conditions, terms, restrictions or other requirements determined to be necessary by the City Council for the public health, safety or welfare of the citizens of the City of Clearwater. Such conditions, terms, restrictions or other requirements may be supplemental to requirements in existing codes or ordinances of the City. ❑ A statement indicating that the failure of the development agreement to address a particular permit, condition, term or restriction shall not relieve the developer of the necessity of complying with the law governing said permitting requirements, conditions, terms or restrictions. ❑ The development agreement may provide, in the discretion of the City Council, that the entire development or any phase thereof be commenced or be completed within a specific period of time. The development agreement may provide for liquidated damages, the denial of future development approvals, the termination of the development agreement, or the withholding of certificates of occupancy for the failure of the developer to comply with any such deadline. ❑ A statement that the burdens of the development agreement shall be binding upon, and the benefits of the development agreement shall inure to, all successors in interest to the parties to the development agreement. ❑ All development agreements shall specifically state that subsequently adopted ordinances and codes of the city which are of general application not governing the development of land shall be applicable to the lands subject to the development agreement, and that such modifications are specifically anticipated in the development agreement. ❑ A signed and sealed survey of the property prepared by a registered land surveyor including the location of the property, dimensions, acreage, location of all current structures/improvements, location of all public and private easements including ofFicial records book and page numbers and street right(s)-of-way within and adjacent to the site. ❑ A site plan prepared by a professional architect, engineer, certified planner or landscape architect drawn to a minimum scale of one inch equals 50 feet on a sheet size not to exceed 24 inches by 36 inches that includes the following information: Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562�865 Page 4 of 7 Revised 01/12 ❑ Index sheet of the same size shall be included with individual sheet numbers referenced thereon. ❑ North arrow, scale, location map and date prepared. ❑ Identification of the boundaries of phases, if development is proposed to be constructed in phases. ❑ Location of the Coastal Construction Control Line (CCCL), whether the property is located within a Special Flood Hazard Area, and the Base Flood Elevation (BFE) of the property, as applicable. ❑ Location, footprint, size and height of all existing and proposed buildings and structures on the site. ❑ Location and dimensions of vehicular and pedestrian circulation systems, both on-site and off-site, with proposed points of access. ❑ Location of all existing and proposed sidewalks, curbs, gutters, water lines, sanitary sewer lines, storm drains, manholes, inlets, lift stations, fire hydrants, underground conduits, seawalls and any proposed utility easements. ❑ Location of onsite and offsite stormwater management facilities, including offsite elevations, as may be required by the Engineering Department to evaluate proposed stormwater management, as well as a narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City of Clearwater Storm Drainage Design Criteria manual. ❑ Location of solid waste collection facilities, required screening and provisions for accessibility for collection. ❑ Location of off-street loading area, if required by Section 3-1406. ❑ Location, type and lamp height of all outdoor lighting fixtures. ❑ Location of all existing and proposed attached and freestanding signage. ❑ All adjacent right(s)-of-way, with indication of centerline and width, paved width, existing median cuts and intersections, street light poles, bus shelters, signage and utility company facilities. ❑ Dimensions of existing and proposed lot lines, streets, drives, building lines, setbacks, structural overhangs and building separations. ❑ Building or structure elevation drawings that depict the proposed building height, building materials, and concealment of all mechanical equipment located on the roof. ❑ Typical floor plans, including floor plans for each floor of any parking garage. ❑ Identification and description of watercourses, wetlands, tree masses, specimen trees, and other environmentally sensitive areas. ❑ A landscape plan shall be provided for any project where there is a new use or a change of use; or an existing use is improved or remodeled in a value of 25% or more of the valuation of the principal structure as reflected on the property appraiser's current records, or if an amendment is required to an existing approved site plan; or a parking lot requires additional landscaping pursuant to the provisions of Article 3, Division 14. The landscape plan shall include the following information, if not otherwise required in conjunction with the application for development approval: ❑ Location, size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names. ❑ Existing trees on-site and immediately adjacent to the site, by species, size and location, including drip line. ❑ Typical planting details for trees, palms, shrubs, and ground cover plants, including planting instructions, soil mixes, backfilling, mulching, staking and protective measures. ❑ Interior landscape areas hatched and/or shaded and labeled and interior landscape coverage, expressed both in square feet, exclusive of perimeter landscaped strips, and as a percentage of the paved area coverage of the parking lot and vehicular use areas. ❑ Location of existing and proposed structures and improvements, including but not limited to sidewalks, walls, fences, pools, patios, dumpster pads, pad mounted transformers, fire hydrants, overhead obstructions, sign locations, curbs, gutters, water lines, sanitary sewer lines, storm drains, manholes, inlets, lift stations, fire hydrants, underground conduits, seawalls, utility easements, treatment of all ground surfaces, and any other features that may influence the proposed landscape. Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562�567; Fax: 727-562-4865 Page 5 of 7 Revised 01/12 ❑ Location of parking areas and other vehicular use areas, including parking spaces, circulafion aisles, interior landscape islands and curbing. ❑ Drainage and retention areas, including swales, side slopes and bottom elevations, and drainage structures and other drainage improvements. ❑ All adjacent right(s)-of-way, with indication of centerline and width, paved width, existing median cuts and intersections, street light poles, bus shelters, signage and utility company facilities. ❑ Delineation and dimensions of all required perimeter landscaped buffers including sight triangles, if any. ❑ An irrigation plan. Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562�567; Fax: 727-562-4865 Page 6 of T Revised 01/12 o Planning & Development Department � C earwater Develo ment A reement A lication p g PP � Affidavit to Authorize Agent/Representative 1. Provide names of all property owners on deed — PRINT full names: Bay Esplanade Project, LLC 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property: 650 Bay Esplanade, Clearwater, FL 33767 3. That this property constitutes the property for which a request for (describe request): See attached Exhibit B 4. That the undersigned (has/have) appointed and (does/do) appoint: Landon, Moree & Associates, Inc. as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (I/we), the undersigned authority, hereby certify that the foregoing is true and correct. See previousiy submitted Letter of Authorization Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Property Owner Property Owner BEFORE ME THE UNDERSIGNED, AN OFFICER DULY COMMISSIONED BY THE LAWS OF THE STATE OF FLORIDA, ON THIS DAY OF __ _ , , PERSONALLY APPEARED WHO HAVING BEEN FIRST DULY SWORN DEPOSED AND SAYS THAT HE/SHE FULLY UNDERSTANDS THE CONTENTS OF THE AFFIDAVIT THAT HE/SHE SIGNED. Notary Public Signature Notary Seal/Stamp My Commission Expires: Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562�865 Page 7 of 7 Revised 01H2 VICINITY MAP n' 4 Y y Yuo�ur ourn � � it au a a� � � �0 4II „'�+a 4 � . � LEGAL DESCRIPTION ..a, , � � ..� .. � � s w.,�., m.,.. �. � ..a n..�.'s'�°' o wc�.s �. �. �. a �.�o �� ."°a a aaMOfi��mwm'°� °�.'ui �. aa� �`.�.n m.m: "�ua%'a.e ss�°m-a i'�m-r w�1°OO�un ui s oaoo-� .vr. .� a e� vM n.m ro.aa camox� .�a.� e xw onw .a oaam..�.,w re�a ��Z �� I/¢ n uo Mi e0at vn¢ V x Rac IECVOb a Aau6 mM� � �..�r.��...�m.��ax���.��.... PROJECTTEAM ryn.klm �eF5�e5.ime�w.w.�+q4gmm �anl:lawl�n ta>oPlWa+�vnwaa�.ap,mn vm��owp, LLc T�MIb� .tt ryn.l:l�x�l �ss�xY. wet+BnGn'�^e.�w u Tazbp iemaay. Fc. IPn.l:lni�n. F��� 1 IPn.l:l%�Ilsatmtt CONSTRUCTION PLAN FOR: DeNunzio Hotel SECTION 5, TOWNSHIP 29 SOUTH, RANGE 75 EAST CITY OF CLEARWATER, FLORIDA Prepared For: Bay Esplenade Project, LLC 305 CAMBRIDGE ST, SUITE 3 CAMBRIDGE, MA 02141 Ph. 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INDEX 232 TYPE D•MODIFIED• OUTFALL 8TRUCTURE •2 DETAILS J J OD Uw _ � . N': p W d�$ N a mo� C 3 =�m Z a n`� QU W^ T m H g E T OF 6 � � �� �y �� �f INTERNAL 1ANDSCAPE VUA REOUIREMEMS . � INTERNAL UNDSCAPE WA AREA REpl11RED: 10% OF VUA PARKING FRFA � VUR AREA: 0 SF - PARNINC GARAGE WITHIN BUILDING .. REOUIRED VUA L4NDSCAPE FREA: 0 SF (tOR % � SF) �' �' PROVIDED VUA LANDSCAPE MEq: 0 SF (D%) I 1 TREE REOUIRED PER 150 Sf OF REpUIRED INTERNAL UNDSCAPE WN scrv Maay,�n� AREA: * m 0/ 150 = 0 TREES REQUIRED '�� TREES PROVIDEO FOR INTERNAL LANDSCAPE VUA AREA: 0 TREES �ea �� SNRUBS ARE REOUIRED FOR SOX OG THE REOUIRED INTERNHL ��� L4NOSCAPE VUA AREA, WITH REMNNING AREA COVEREO BY GROUND �� �"� � COVERS, NOT INCW�ING 500. i FXI� INC TR R P d. AAFNT R O IR M N1S �Y� E%ISTING TREES RATEO J, 4, AN� 5 PER CONDITION RATING SUMMARY ♦�- ARE TO BE REPIACED AT 1' OF REPLACEMEM FOR 1' OF E%ISTINC .Tp TFEE REMOVEO AND PALMS NRE TO BE REPUCED AT 1' PER PALM � y�e,y� TREE. TREES RATED t PND 2 PER CONOITION RRtING SUMMARY p0 NOT �,(r REOUIRE REPLACEMENT. �ali,p QUPLIFYING TREES REMOVED: 0 TREES m 0' REpUIRED REPLACEMENT "' Siiwr irymp ql1ALIFYINC PALMS REMOVE�: 12 PNLMS O 12� REQUIRED REPIACEMENT z TOTAL REPIACEMENT REOUIRED: 12' REOUIRED REPLACEMENT Q�'M� TOTAL REPUCEMENT PROVIDEO: 13' TOTAL ¢ iby� p�y ry (13' ACCENT TREES 1' CALIPER WiGER TMAN REOUIRED) — REOUIRE� PERIMEfER LINDSCAPE BUFFERS NORTH BUFFER (ATTACHED DWELLINGS NNO LIKE USES) j �� REOUIRED: 10' WIDE BUFFER WITH 1 TREE PER 35 LF k 1005 vn ��p+n CONTINUOUS HEDGE , I � ' 301.91 LF / 35 = 8.6 = 9 TREES REpUIREO m� �� 4�� PROVIDED: 10� WIOE BUGFER, 13 PALM TREES + 3 EXISTING PPLNS k � t00x CONTINUOUS HEDGE + GROUNOCOVERS �'�'�°" • ol Pc SOUTH BUFFER (S�REEf FRONTACE) WIDTH PER OLO FLORIOA, BFACH BY ��� �' DESIGN RE�UIRED- 10' WIDE BUFFER WITH 1 TREE PER 35 LF k 100R � CONTINUOUS HEDGE ' 328.65 LF / 35 = 9.4 = 9 TREES REOUIRED � ' PROVIDED: 10' WIDE BUFFER, 9 PMOENIX PRLMS (SHADE TREE) k 100R � CONTINl1011S HEOGE + ADDITIONAL SHRUBS k GROUNDCOVERS '��. EAST BUFFER (STREEf FRONTAGE) WIDTH PER OLD FLORIDA, BEACM BY � �ESIGN REOl11RED: 10' WIDE BUFFER WITH 1 TREE PER �5 LF k 1009. ' CONTINUOUS HEDGE , ��, 113.80 L� / 35 = 3.3 = 3 TREES REOUIRED PROVIDED: 10' WIDE BUFFER, 1 PHOENI% PALM (SHADE TREE) + 2 ' . ACCENT TftEES & 1�0X CONTINUOUS ME�GE + ADDITIONAL SHRUBS & GROUNOCOVERS WEST BUFFER (STREEf FRONTAGE) WIDTH PER OLD FLORIDA, BFACH BV oESicN REOIIIRED: 10' WIDE BUFFER WITH 1 TREE PER 35 LF k 100% �- CONTINUOUS HE�GE . ' 193.87 LF /}5 = 5.5 = 6 TREES REOUIRED , PROVIpED: 10' WIDE BUFFER, 2 PHOENIX PALMS (SHADE TREE) + 4 �� PALM TREES + 5 E%. PALMS + 1 ACCENT TREE & t00R CONTINUOUS HEDCE + ADDITIONPL SHRl1B5 k GROUNDCOVERS B I DIN- FO iNOATON >uDS AP R 0 IR M NTS FOUNDATION PUNTINGS TO BE PROVIOEO FOR 100R OF BIIILDING FFCADE ALONG STREET RIGHT OF WNY. E%CLUDING AREAS FOR BUILDING INGRE55 ANO ECRE55. MINIMUM 5' WIDE WITH 2 NCCENT iREES OR 3 PALMS FOR EVERY 40 LF AND 1 SMRI/B FOR EVERY 20 SF OF REpUIRED LANDSCAPE AREA. 50X OF IANDSCAPE AREA TO BE SHRUBS WITH REMAININC AREA TO BE GROUND COVERS REQUIRE�: 448.6] LF BUIL�INC FACADE / 40 = 11.2 11 % 2 FCCENT TREES = 22 ACCENT TREES REOUIRE� (OR 33 PALMS) 448.6J k 5' = 2,243.35 SF REOUIRED LANDSCAPE FREA 2.243.35 / 20 = 112.2 = 112 SHRU85 REOUIRED PROVIDE�: 12.33 TREES = 10 FCCENT TREES + 20 Pr1LM5 + 2 EX. PqLMS, 150 SHRUBS NN� 2,500 SF OF IlWDSCAPE AREA WITH REMNNING AREA HAVING ADDITIONAL SHRUBS k GROUND COVERS � �ww..�e.r, nwo� • � � Cf I N/a� ■ � > „ � �� ��g� „ �. d� �e �� ����- � I: ;,�, I ������ b� " �,�, ,�„� � � o .. 'il ��I. m � Wtrvv� , —u�w .u�p.r i � i r.� I •runp�[ cl �°� " �, , 1 1 j�� 1��(1 1 � � �`��' ' \` a I� 1 � �� �� � i�i i3 0 ��.�:' --c„d' r�,�- ^�k; � DOI���II� � r�i b, va" dp� I I Im �q,er �am�. �q���� P 1 �� 1 (99) 1 IP� I I � � y .. l. 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RECITALS: WHEREAS, one of the major elements of the City's revitalization effort is a preliminary plan for the revitalization of Clearwater Beach entitled Beach by Design; and WHEREAS, Sections 163.3220 - 163.3243, Florida Statutes, which set forth the Florida Local Government Development Agreement Act ("Act"), authorize the City to enter into binding development agreements with persons having a legal or equitable interest in real property located within the corporate limits of the City; and WHEREAS, under Section 163.3223 of the Act, the City has adopted Section 4- 606 of the City of Clearwater Community Development Code ("Code"), establishing procedures and requirements to consider and enter into development agreements; and WHEREAS, Beach by Design proposed additional hotel units to equalize development opportunities on the beach and ensure Clearwater Beach remains a quality, family resort community by further providing for a limited pool of additional hotel units ("Hotel Density Reserve") to be made available for such mid-sized hotel projects; and WHEREAS, the Developer controls approximately 0.95 acres of real property ("Property") in the corporate limits of the City, more particularly described on Exhibit "A" attached hereto and incorporated herein; and WHEREAS, the Developer desires to develop the Property to add overnight accommodation units, minimal meeting space for guest use, pool/tiki bar, lobby and parking with parking spaces, generally conforming to the architectural elevation dimensions shown in composite Exhibit "B"; and WHEREAS, upon completion the planned resort will contain 102 units, which includes Fifty-five (55) units from the available Hotel Density Reserve: WHEREAS, the City has conducted such hearings as are required by and in accordance with Chapter 163.3220 Fla. Stat. (2012) and any other applicable law; and WHEREAS, the City has determined that, as of the Effective Date of this Agreement, the proposed project is consistent with the City's Comprehensive Plan and Land Development Regulations; and WHEREAS, the City has conducted public hearings as required by §§ 4-206 and 4-606 of the Community Development Code; and WHEREAS, at a duly called public meeting on , 2013, the City Council approved this Agreement and authorized and directed its execution by the appropriate officials of the City; and WHEREAS, the Community Development Board approved the design and site plan as FLD2013- on , 2013, conditioned upon the approval and execution of this Agreement; and WHEREAS, approval of this Agreement is in the interests of the City in furtherance of the City's goals of enhancing the viability of the resort community and in furtherance of the objectives of Beach by Design; and WHEREAS, Developer has approved this Agreement and has duly authorized certain individuals to execute this Agreement on Developer's behalf. STATEMENT OF AGREEMENT In consideration of and in reliance upon the premises, the mutual covenants contained herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereto intending to be legally bound and in accordance with the Act, agree as follows: SECTION 1. Recitals. The above recitals are true and correct and are a part of this Agreement. SECTION 2. Incorporation of the Act. This Agreement is entered into in compliance with and under the authority of the Code and the Act, the terms of which as of the date of this Agreement are incorporated herein by this reference and made a part of this Agreement. Words used in this Agreement without definition that are defined in the Act shall have the same meaning in this Agreement as in the Act. SECTION 3. Propertv Subiect to this Agreement. The Property described in Exhibit "A" is subject to this Agreement ("Property"). 3.1 The Property currently has a land use designation of Resort Facilities High (RFH) and is zoned Tourist (T). 3.2. The Property is owned in fee simple or under contract to be owned in fee simple by the Developer. 3.3 The Property is generally located at 650 Bay Esplanade, Clearwater, FL 33767 as more further described in E�chibit "A". SECTION 4. Scope of Proiect. 2 4.1 The Project shall consist of no more than 102 overnight accommodation units. Such units may be traditional hotel rooms or fractional ownership units, as defned by the Community Development Code. 4.2 The Project shall include I� I. parking spaces, as defined in the Community Development Code. 43 The design of the Project, as represented in Exhibit "B", is consistent with Beach by Design, except as otherwise shown on Exhibit "B". 4.4 No more than 25 % of overnight accommodation units shall have full kitchens. Such kitchens shall be limited to those units identified on the plans in Exhibit "B" as "suites" and shall not be located in any unit received from the Hotel Density Reserve. 4.5 The height shall not exceed ��t �nt� -1 i� �+. 7� � feet from Base Flood Elevation, as defined in the Code. SECTION 5. Effective Date/Duration of this Agreement. 5.1 This Agreement shall not be effective until this Agreement is properly recorded in the public records of Pinellas County, Florida, and thirty (30) days have elapsed after having been received by the Department of Community Affairs pursuant to Florida Statutes Section 163.3239 and Clearwater Community Development Code Section 4606G. 2." 5.2 Within fourteen (14) days after the City approves the execution of this Agreement, the City shall record the Agreement with the Clerk of the Circuit Court for Pinellas County. The Developer shall pay the cost of such recording. The City shall submit to the Department of Community Affairs a copy of the recorded Agreement within fourteen (14) days after the Agreement is recorded. 5.3 This Agreement shall continue in effect until terminated, as defined herein, but for a period not to exceed ten (10) years. SECTION 6. Obligations under this Agreement. 6.1 Obligations of the Developer: 6.1.1 The obligations under this Agreement shall be binding upon and the benefts of this Agreement shall inure to the Developer, its successors in interests or assigns. 6.1.2 At the time of development of the Property, the Developer will submit such applications and documentation as are required by law and shall comply with the City's Code applicable at the time of building permit review. 3 Property: 6.1.3 The following restrictions shall apply to development of the 6.13.1 The Property and improvements located thereon shall be developed in substantial conformance with the Site Plan attached as Exhibit "B" and approved by the Community Development Board ("CDB") as case number f�V.1 201 �-0?001. Any minor revisions or changes to the Site Plan shall be consistent with the approved Site Plan and shall be approved by the Planning Director as a minor modification, pursuant to the Code. Any modifications determined by the Planning Director as either inconsistent with the approved Site Plan or constituting a substantial deviation from the approved Site Plan, as defined in the Code, and thus requiring further approval by the CDB shall require an amendment to this Agreement in accordance with the procedures of the Act and the Code, as necessary and applicable. Any and all such approved and adopted amendments shall be recorded in the public records of Pinellas County, Florida. 6.1.3.2 The Developer shall obtain permits and commenced construction on the development within four (4) years from the effective date of this Agreement ("Commencement Date"). Nothing herein shall restrict Developer from seeking an extension of this Agreement, and the Commencement Date, pursuant to the Code. 6.1.3.3 The Developer shall execute, prior to commencement, a mandatory evacuation/closure covenant, substantially in the form of Exhibit "C", that the accommodation use will closed as soon as practicable after a hurricane watch that includes Clearwater Beach is posted by the National Hurricane Center. 6.1.4 Covenant of Unified Use. Prior to the issuance of the first building permit for the Project, the Developer hereby agrees to execute the covenant of unified use and development for the Project Site providing that the Project Site shall be developed and used as a single project, the form of which covenant is attached as Exhibit "D"; provided however, that nothing shall preclude the Developer from selling the Fractional Share Units or from selling all or a portion of the Developer's Property in the event that Developer determines not to construct the Project. It is understood and agreed that, in the event that the Developer enters into the anticipated covenant of unified use and development, and the Developer elects not to construct the Project and notifies the City of its election in writing, and, alternatively, as of the date of expiration, termination or revocation any rights of Developer to incorporate the Hotel Density Reserve Units into the Project, the City shall execute and deliver to the Developer a termination of such covenant of unified use and development suitable for recording in the Public Records of Pinellas Counry, Florida. 6.1.5 Return of Units to Reserve Pool. Any units granted to Developer from the Hotel Density Reserve not timely constructed in conjunction with the � Project approved by I� LS ?U I 3-U?t)UC, shall be returned to the Hotel Density Reserve and be unavailable to Developer for use on this Project. 6.1.6 Transient Use. Occupancy in the overnight accommodation units from the hotel density is limited to a term of less than one (1) month or thirty (30) consecutive days, whichever is less. Nothing herein shall prevent a purchaser of a fractional share unit from owning a period of time greater than thirty (30) days, provided every occupancy is limited to thirty (30) consecutive days or one (1) month. 6.1.7 Inspection of Records. Developer shall make available for inspection to the City its books and records pertaining to each Hotel Density Reserve unit upon reasonable notice to confirm compliance with these regulations as allowed by general law. 6.2 Obli�ations of the City. 6.2.1 The City shall promptly process site and construction plan applications for the Property that are consistent with the Comprehensive Plan and the Concept Plan and that meet the requirements of the Code. 6.2.2 The final effectiveness of the re-designations referenced in Section 6.2.1 is subject to: 6.2.2.1 The provisions of Chapters 163 and 166, Florida Statutes, as they may govern such amendments; and 6.2.2.2 The expiration of any appeal periods or, if an appeal is filed, at the conclusion of such appeal. 6.2.3 The Project shall receive Fifty-Five (55) units from the Hotel Density Reserve as defined in Beach by Design. SECTION 7. Public Facilities to Service Develoqment. The following public facilities are presently available to the Property from the sources indicated below. Development of the Property will be governed by the concurrency ordinance provisions applicable at the time of development approval. With respect to transportation and other public infrastructure and services subject to concurrency requirements, all applicable concurrency provisions for the proposed development have been met, including the Metropolitan Planning Organization concurrency management . 7.1 Potable water is available from the City. The Developer shall be responsible for all necessary main extensions and applicable connection fees. 7.2 Sewer service is currently provided by the City. The Developer shall be responsible for all necessary main extensions and applicable connection fees. 7.3 Fire protection from the City. 7.4 Drainage facilities for the Property will be provided by the Developer at the Developer's sole expense. 7.5 All improvements associated with the public facilities identified in Subsections 7.1 through 7.4 shall be campleted prior to the issuance of any certificate of occupancy. SECTION 8. Required Local Government Permits. The required local government development permits for development of the Property include, without limitation, the following: 8.1 Site plan approval(s) and associated utility licenses, access, and right-of- way utilization permits; 8.2 Construction plan approval(s); 8.3 Building permit(s); and 8.4 Certificate(s) of occupancy. SECTION 9. Consistencv. The City finds that development of the Property is consistent with the terms this Agreement is consistent with the City Comprehensive Plan and the Code. SECTION 10. Termination. 10.1 If the Developer's obligations set forth in this Agreement are not followed in a timely manner, as reasonably determined by the City Manager, after notice to the Developer and an opportunity to be heard, existing permits shall be administratively suspended and issuance of new permits suspended until the Developer has fulfilled its obligations. Failure to timely fulfill its obligations may serve as a basis for termination of this Agreement by the City, at the discretion of the City and after notice to the Developer and an opportunity for the Developer to be heard. SECTION 11. Other Terms and Conditions. 11.1 Except in the case of termination, until twenty (20) years after the date of this Agreement, the Property shall not be subject to down-zoning, unit density reduction, or intensity reduction, unless the City has held a public hearing and determined: 11.1.1 That substantial changes have occurred in pertinent conditions existing at the time of approval of this Agreement; or 11.1.2 This Agreement is based on substantially inaccurate information provided by the Developer; or 0 11.1.3 That the change is essential to the public health, safety, or welfare. SECTION 12. Compliance with Law. The failure of this Agreement to address any particular permit, condition, term or restriction shall not relieve the Developer from the necessity of complying with the law governing such permitting requirements, conditions, terms or restrictions. SECTION 13. Notices. Notices and communications required or desired to be given under this Agreement shall be given to the parties by hand delivery, by nationally recognized overnight courier service such as Federal Express, or by certified mail, return receipt requested, addressed as follows (copies as provided below shall be required for proper notice to be given): If to the Developer: Bay Esplanade Project, LLC, a Limited Liability Company c/o deNunzio Group, LLC 305 Cambridge Street, Suite 3 Cambridge, MA 02141 Tel: 617-945-2555 With Copy to: Katherine E. Cole, Esq. Johnson, Pope Bokor Ruppel & Burns, LLP 911 Chestnut Street Clearwater, FL 33756 If to City: City of Clearwater, City Attorney ATTN: Pamela Akin, Esq. 112 South Osceola Avenue Clearwater, FL 33756 Properly addressed, postage prepaid, notices or communications shall be deemed delivered and received on the day of hand delivery, the next business day after deposit with an overnight courier service for next day delivery, or on the third 3rd day following deposit in the United States mail, certified mail, return receipt requested. The parties may change the addresses set forth above (including the addition of a mortgagee to receive copies of all notices), by notice in accordance with this Section. SECTION 14. Assignments. 14.1 By the Developer: 14.1.1 Prior to the Commencement Date, the Developer may sell, convey, assign or otherwise dispose of any or all of its right, title, interest and obligations in and to the Project, or any part thereof, only with the prior written notice to the City, provided that such party (hereinafter referred to as the "assignee"), to the extent of the sale, conveyance, assignment or other disposition by the Developer to the assignee, shall be bound by the terms of this Agreement the same as the Developer for such part of the Project as is subject to such sale, conveyance, assignment or other disposition. 14.1.2 [f the assignee of the Developer's right, title, interest and obligations in and to the Project, or any part thereof assumes all of the Developer's obligations hereunder for the Project, or that part subject to such sale, conveyance, assignment or other disposition, then the Developer shall be released from all such obligations hereunder which have been so assumed by the assignee, and the City agrees to execute an instrument evidencing such release, which shall be in recordable form. 14.1.3 An assignment of the Project, or any part thereof, by the Developer to any corporation, limited partnership, limited liability company, general partnership, or joint venture, in which the Developer (or an entity under common control with Developer) has either the controlling interest or through a joint venture or other arrangement shares equal management rights and maintains such controlling interest or equal management rights shall not be deemed an assignment or transfer subject to any restriction on or approvals of assignments or transfers imposed by this Agreement, provided, however, that notice of such assignment shall be given by the Developer to the City not less than thirty (30) days prior to such assignment being effective and the assignee shall be bound by the terms of this Agreement to the same extent as would the Developer in the absence of such assignment. 14.1.4 No assignee, purchaser, sublessee or acquirer of all or any part of the Developer's rights and obligations with respect to any one Parcel shall in any way be obligated or responsible for any of the Developer's obligations with respect to any other Parcel by virtue of this Agreement unless and until such assignee, purchaser, sublessee or acquire has expressly assumed the Developer's such other obligations. 14.1.5 Notwithstanding any other provision of this paragraph, the sale of individual Interval Ownership Units in the ordinary course of business shall not be subject to the requirements of this paragraph. 14.2 Successors and Assi�. The terms herein contained shall bind and inure to the benefit of the City, and its successors and assigns, and the Developer and, as applicable to the parties comprising Developer, their personal representatives, trustees, heirs, successors and assigns, except as may otherwise be specifically provided herein. SECTION 15. Minor Non-Compliance. The Developer will not be deemed to have failed to comply with the terms of this Agreement in the event such noncompliance, in the judgment of the City Manager, reasonably exercised, is of a minor or inconsequential nature. SECTION 16. Covenant of Cooneration. The parties shall cooperate with and deal with each other in good faith and assist each other in the performance of the provisions of this Agreement and in achieving the completion of development of the Property. 8 SECTION 17. Approvals. Whenever an approval or consent is required under or contemplated by this Agreement such approval or consent shall not be unreasonably withheld, delayed or conditioned. All such approvals and consents shall be requested and granted in writing. SECTION 18. Completion of Agreement. Upon the completion of performance of this Agreement or its revocation or termination, a statement evidencing such completion, revocation or termination shall be signed by the parties hereto and recorded in the official records of the City. SECTION 19. Entire Agreement. This Agreement (including any and all Exhibits attached hereto all of which are a part of this Agreement to the same extent as if such Exhibits were set forth in full in the body of this Agreement), constitutes the entire agreement between the parties hereto pertaining to the subject matter hereof. SECTION 20. Construction. The titles, captions and section numbers in this Agreement are inserted for convenient reference only and do not define or limit the scope or intent and should not be used in the interpretation of any section, subsection or provision of this Agreement. Whenever the context requires or permits, the singular shall include the plural, and plural shall include the singular and any reference in this Agreement to the Developer includes the Developer's successors or assigns. This Agreement was the production of negotiations between representatives for the City and the Developer and the language of the Agreement should be given its plain and ordinary meaning and should not be strictly construed against any party hereto based upon draftsmanship. If any term or provision of this Agreement is susceptible to more than one interpretation, one or more of which render it valid and enforceable, and one or more of which would render it invalid or unenforceable, such term or provision shall be construed in a manner that would render it valid and enforceable. SECTION 21. Partial Invaliditv. If any term or provision of this Agreement or the application thereof to any person or circumstance is declared invalid or unenforceable, the remainder of this Agreement, including any valid portion of the invalid term or provision and the application of such invalid term or provision to circumstances other than those as to which it is held invalid or unenforceable, shall not be affected thereby and shall with the remainder of this Agreement continue unmodified and in full force and effect. Notwithstanding the foregoing, if such responsibilities of any party hereto, to the extent that the purpose of this Agreement or the benefits sought to be received hereunder are frustrated, such party shall have the right to terminate this Agreement upon fifteen (15) days written notice to the other parties. SECTION 22. Code Amendments. Subsequently adopted ordinances and codes of the City which is of general application not governing the development of land shall be applicable to the Property, and such modifications are specifically anticipated in this Agreement. SECTION 23. Governing Law. This Agreement shall be governed by, and construed in accordance with the laws of the State of Florida without regard to the conflict of laws principles of such state. SECTION 24. Counterparts. This Agreement may be executed in counterparts, all of which together shall continue one and the same instrument. SECTION 25. Amendment. This Agreement may be amended by mutual written consent of the City, the Developer, and the Association so long as the amendment meets the requirements of the Act, applicable City ordinances, and Florida law. IN WITNESS WHEREOF, the parties have hereto executed this Agreement the date and year first above written. In the Presence of: Print Name Print Name As to "Developer" Print Name: Print Name As to "City" CITY OF CLEARWATER, FLORIDA : William B Horne II, City Manager Attest: Rosemarie Call, City Clerk Countersigned: George Cretekos, Mayor 10 Approved as to Form: Leslie K. Dougall-Sides Assistant City Attorney STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this day of , 2013, by He is [] personally known to me or has [] produced as identification. Notary Public Print Name: My Commission Expires: STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this day of , 2013, by WILLIAM B. HORNE, II, as City Manager of the City of Clearwater, Florida, who is [ ] personally known to me or who has [ ] produced as identification. Notary Public Print Name: My Commission Expires: 11 EXHIBIT "A" Legal Description of Project Site PARCEL 1 LOT 1, BLOCK 82, UNIT NO. 5, MANDALAY REPLAT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 20, PAGE 27, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND PLAT BOOK 20, PAGE 48, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PARCEL 2 LOT 2, BLOCK 82, MANDALAY UNIT #5, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 20, PAGE 27, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LOT 2, FURTHER DESCRIBED AS FOLLOWS: FROM THE NORTHWEST CORNER OF BLOCK 82, OF UNIT 5, MANDALAY, AS RECORDED IN PLAT BOOK 20, PAGE 48, PINELLAS COUNTY RECORDS, RUN SOUTH ALONG THE EAST LINE OF CHEROKEE AVENUE, 248 FEET FOR POB, THENCE RUN N88°04'43"E, 121 FEET; THENCE RUN SO1 °37'47"E, 70 FEET; THENCE RLIN S88°06'02"W, 123 FEET TO THE EAST LINE OF CHEROKEE AVENUE; THENCE RUN NORTH 70 FEET TO POB. (CHEROKEE AVENUE IS NOW KNOWN AS POINSETTIA AVENUE) PARCEL 3 LOT 1 l, BLOCK 82, MANDALAY UNIT NO. 5, ACCORDING TO THE MAP OR PLAT THEREOF, RECORDED 1N PLAT BOOK 20, PAGE 27, AND PLAT BOOK 20, PAGE 48, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PARCEL 4 LOT 12, BLOCK 82, MANDALAY UNIT NO. 5, ACCORDING TO THE MAP OR PLAT THEREOF, RECORDED IN PLAT BOOK 20, PAGE 27, AND PLAT BOOK 20, PAGE 48, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PARCEL 5 LOT 13, BLOCK 82, MANDALAY UNIT NO. 5, ACCORDING TO THE MAP OR PLAT THEREOF, RECORDED 1N PLAT BOOK 20, PAGE 27, AND PLAT BOOK 20, PAGE 48, OF THE PUBLIC RECORDS OF PINELLAS 13 � � ■. � � i: � a � � � ,_....n � u � � I 3 �� .a. '°" i i i 4, � � i j K �., � °� � 'L� I�� i-�g iP °� I ,� i� I i�� � �ii , �i) I i �i i ;7 i i �' �,i } `i� � �f � `4` —=-' �, i / � � I i � � ror io ii L[C[N7 � m�wai I P � `I .A, l ---'--- ., .e.. I � w ,�,i � � n[ m� ca:us uo��. .;�.,. " �,� � ca;�avi�au�u ,� � �� CCN�O P-B 73, Pv'S. 69 k 70 � I� i+i � li 1 ro_� w '� � �1 IS�,i��, ���`��� ��` ���� .. � �� f' `' r_, .III ,4 f �It I� 1 Ly� i O l � �ii�� I �� A� PARCCf, 1 � � Oi 8 _ _._ � 1 I eu�c n _ _ _ � � 1 "'1'M"1 � . n il''' 1 � � '__. 'J_ _ � __ ��'tmLl—�''--j il � _. __'— � � —.�_.� � 7 I � J J w U � � ��' =i m Q�9 p � a�3 N � ��� a 7 � q � m � $ 0 U W t0 m Q �; �!� ��� �!! SITE PLAI� I E 3 r oF s � EXHIBIT "C" COVENANT REGARDING HURRICANE EVACUATION And DEVELOPMENT, USE AND OPERATION DECLARATION OF COVENANTS AND RESTRICTIONS THIS DECLARATION OF COVENANTS AND RESTRICTIONS ("Declaration") is made as of the day of , 2013, by Bay Esplanade Project, LLC, a Florida Limited Liability Company ("Developer"). Developer is the owner of fee simple title to the real property described in Schedule 1 attached hereto and made a part hereof (hereinafter, the ("Real Property"). The City of Clearwater, Florida (the "City"), has amended it's Comprehensive Plan to designate Clearwater Beach as a Community Redevelopment District pursuant to the Pinellas County Planning Council Rules in order to implement the provisions of Beach by Design, a plan for the revitalization of Clearwater Beach. The designation of Clearwater Beach as a Community Redevelopment District (the "Designation") provides for the allocation of Hotel Density Reserve Units as an incentive for the development of mid-size quality hotels. Pursuant to the Designation, the allocation of Hotel Density Reserve Units is subject to compliance with a series of performance standards, including a requirement that resorts containing a hotel developed with Hotel Density Reserve Units shall be closed and all Guests evacuated from such resorts as soon as practicable after the National Hurricane Center posts a hurricane watch that includes Clearwater Beach. The purpose of such evacuation is to ensure that such a Resort Hotel is evacuated in advance of the period of time when a hurricane evacuation would be expected in advance of the approach of hurricane force winds. The City has granted, by City Council Resolution , passed and approved on , 2013, Developer's application for Hotel Density Reserve Units pursuant to the Designation, subject to Developer's compliance with the requirements of the Designation. Developer desires for itself, and its successors and assigns, as owner, to establish certain rights, duties, obligations and responsibilities with respect to the use and operation of the Real Property in accordance with the terms and conditions of the allocation of the Hotel Density Reserve Units to the City and the Designation, which rights, duties, obligations and responsibilities shall be binding on any and all successors and assigns and will run with the title to the Real Property. THEREFORE, in consideration of the covenants and restrictions herein set forth and to be observed and performed, and in further consideration of the allocation of Hotel Density Reserve Units to Developer, and other good and valuable consideration, the sufficiency of which is hereby acknowledged, Developer hereby declares, covenants and agrees as follows: 1. Benefit and Enforcement. These covenants and restrictions are made for the benefit of Developer and its successors and assigns and shall be enforceable by them and also for the benefit of the residents of the City and shall be enforceable on behalf of said residents by the City Council of the City. 2. Covenant of Development, Use and Operation. Developer hereby covenants and agrees to the development, use and operation of the Real Property in accordance with the provisions of this Declaration. 2.1 Use. The use of the resort on the Real Property is restricted as follows: 2.1.1 A minimum of Fifty-five units, which is the number of hotel units allocated to Developer, shall be used solely for transient occupancy of one month or thirty (30) consecutive days or less, 15 must be licensed as a public lodging establishment and classified as a hotel, and must be operated by a single licensed operator of the hotel. No such hotel unit shall be used as a primary or permanent residence. 2.1.2 All other units shall be licensed as a public lodging establishment. No unit shall be used as a primary or permanent residence. 2.1.3 As used herein, the terms "transient occupancy," "public lodging establishment," "hotel," "time share," and "operator" shall have the meaning given to such terms in Chapter 509, Part I, Florida Statutes (2012). 2.2 Closure of Improvements and Evacuation. The Hotel developed on the Real Property shall be closed as soon as practicable upon the issuance of a hurricane watch by the National Hurricane Center, which hurricane watch includes Clearwater Beach, and all Hotel guests, visitors and employees other than emergency and security personnel required to protect the resort, shall be evacuated from the Hotel as soon as practicable following the issuance of said hurricane watch. In the event that the National Hurricane Center shall modify the, terminology employed to warn of the approach of hurricane force winds, the closure and evacuation provisions of this Declaration shall be governed by the level of warning employed by the National Hurricane Center which precedes the issuance of a forecast of probable landfall in order to ensure that the guests, visitors and employees will be evacuated in advance of the issuance of a forecast of probable landfall. 3 Effective Date. This Declaration shall become effective upon issuance of all building permits required to build the project ("Project") and Developer's commencement of construction of the Project, as evidence by a Notice of Commencement for the Project. This Declaration shall expire and terminate automatically if and when the allocation of Reserve Units to the Developer expires or is terminated. 4 Governin�w. This Declaration shall be construed in accordance with and governed by the laws of the State of Florida. 5 Recordin�. This Declaration shall be recorded in the chain of title of the Real Property with the Clerk of the Courts of Pinellas County, Florida. 6 Attorneys' Fees. Developer shall reimburse the City for any expenses, including reasonable attorneys' fees, which are incurred by the City in the event that the City determines that it is necessary and appropriate to seek judicial enforcement of this Declaration and the City obtains relief, whether by agreement of the parties or through order of a court of competent jurisdiction. 7 Severabilitv. If any provision, or part thereof, of this Declaration or the application of this Declaration to any person or circumstance will be or is declared to any extent to e invalid or unenforceable, the remainder of this Declaration, or the application of such provision or portion thereof to any person or circumstance, shall not be affected thereby, and each and every other provision of this Declaration shall be valid and enforceable to the fullest extent permitted by law. IN WITNESS WHEREOF, Developer has caused this Declaration to be executed this day of , 2013. In the Presence oi Bay Esplanade Project, LLC, a Florida limited Liability company By: Print Name Dustin de Nunzio 16 Print Name As to "Developer" CITY OF CLEARWATER, FLORIDA : Print Name: Print Name As to "City" Attest: William B Horne II, City Manager Rosemarie Call, City Clerk Countersigned: George Cretekos, Mayor Approved as to Form: Leslie K. Dougall-Sides Assistant City Attorney STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this day of , 2013, by He is [ ] personally known to me or has [ ] produced as identification. Notary Public Print Name: My Commission Expires: 17 STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this day of , 2013, by WILLIAM B. HORNE, II, as City Manager of the City of Clearwater, Florida, who is [] personally known to me or who has [ ] produced as identification. Notary Public Print Name: My Commission Expires: 18 EXHIBIT "D" COVENANT OF UNIFIED USE PLEASE RETURN RECORDED DOCUMENT TO: COVENANT OF UNIFIED USE THIS COVENANT OF LINIFIED USE (the "Agreement") is executed this day of , 2013, by Bay Esplanade Project, LLC ("Developer"). WITNESSETH: WHEREAS, Developer is the owner of the real property legally described on Schedule "A" attached hereto and incorporated herein by reference (the "Real Property"); and WHEREAS, Developer and the City of Clearwater, Florida (the "City") are parties to that certain Development Agreement dated , 2013 (the "Development Agreement"), pursuant to which the City has agreed that Developer may develop and construct upon the Real Property a hotel project as described in the Development Agreement (the "Project"); and WHEREAS, Developer intends to develop and operate the Real Property for a unified use, as more particularly described in this Agreement. NOW, THEREFORE, in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, Developer does hereby agree that, effective as of the date on which Developer receives all permits required to construct the Project and Developer commences construction thereof, as evidenced by a Notice of Commencement for the Project, the Real Property shall be developed and operated as a hotel and fractional share/interval ownership project, as described in the Development Agreement. The restrictions set forth in the preceding sentence shall expire automatically when and if Developer's allocation of additional hotel units (as defined in the Development Agreement) expires or is terminated. Nothing in this Agreement shall require Developer to develop the Project or restrict Developer's ability to sell, assign, transfer or otherwise convey its right in and to the Real Property or any portion or portions thereof to unrelated third-parties. Further, nothing in this Agreement shall preclude the purchase and sale of one or more Fractional Share Units to be constructed as a part of the Project (the "Fractional Ownership") (or Hotel Units (as defined in the Development Agreement) if sold in a condominium form of ownership), to separate, unrelated third parties, provided that such Fractional Share Ownership or Hotel Units are operated and occupied as part of the Project as a single unifed project throughout the term of this Agreement. Developer agrees that the City shall have the right to enforce the terms and conditions of this Agreement. Notwithstanding the foregoing, all Hotel Units may be operated by a single hotel operator and all Fractional Share Units may be operated by a different, single management firm/operator. IN WITNESS WHEREOF, Developer has caused this Agreement to be executed this day of , 2013. 19 In the Presence o£ Print Name Print Name As to "Developer" Bay Esplanade Project, LLC, a Florida limited Liability company : Dustin de Nunzio CITY OF CLEARWATER, FLORIDA By: Print Name: William B Horne II, City Manager Print Name As to "City" Attest: Rosemarie Call, City Clerk Countersigned: George Cretekos, Mayor Approved as to Form: Leslie K. Dougall-Sides Assistant City Attorney STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this day of He is [ ] personally known to me or has [ as identification. Notary Public Print Name: My Commission Expires: 20 , 2013, by ] produced STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this day of , 2013, by WILLIAM B. HORNE, II, as City Manager of the City of Clearwater, Florida, who is [] personally known to me or who has [ ] produced as identifcation. Notary Public Print Name: My Commission Expires: 21 Exhibit "B" Bay Esplanade Project, LLC Overnight Accommodations Development Agreement Application 650 Bay Esplanade Concurrent with this request, the Applicant has submitted an application for Flexible Standard Development for the construction of a hotel on the property. To maximize the use of the property and attract a"flag" that is suitable to the size and location of the property, the Applicant requests fifty-five units from the hotel density pool established through Beach by Design. The hotel, while located on less than one-acre, has the ability to attract a flag hotel and generate much-needed redevelopment in this area. The request for additional units is consistent with the requirements for the grant of such units as included in Beach by Design. The proposed FAR and site density is consistent with the requirements. The proposed Development Agreement includes all statutory requirements, the required hurricane evacuation covenant and covenant of unified use. % � Cq�1l�ll � PMWI�I M/ N1N/1� IiIN � N WIK IMNhNW M IqINY�N �INMIt MINM �MTMpYI NM� IIMMNn �NNMM MMy� LLC. GULF OF MEXICO VICINITY MAP GLENDALE MANDALAY CHANNEL SITE LEGAL DESCRIPTION T N PARCEL 1 LOT 1, BLOCK 82, UNIT NO. 5, MANDALAY REPLAT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 20, PAGE 27, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND PLAT BOOK 20, PAGE 48, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PARCEL 2 LOT 2, BLOCK 82, MANDALAY UNIT #5, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 20, PAGE 27, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LOT 2, FURTHER DESCRIBED AS FOLLOWS: FROM THE NORTHWEST CORNER OF BLOCK 82, OF UNIT 5, MANDALAY, AS RECORDED W PLAT BOOK 20, PAGE 48, PINELLAS COUNTY RECORDS, RUN SOUTH ALONG THE EAST LINE OF CHEROKEE AVENUE, 248 FEET FOR POB, THENCE RUN N88'04'43 "E, 121 FEET; THENCE RUN 501'37'47 "E, 70 FEET; THENCE RUN S88'06'02 "W, 123 FEET TO THE EAST LINE OF CHEROKEE AVENUE; THENCE RUN NORTH 70 FEET TO POB. (CHEROKEE AVENUE IS NOW KNOWN AS POINSETTIA AVENUE) PARCEL 3 LOT 11, BLOCK 82, MANDALAY UNIT NO. 5, ACCORDING TO THE MAP OR PLAT THEREOF, RECORDED IN PLAT BOOK 20, PAGE 27, AND PLAT BOOK 20, PAGE 48, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PARCEL 4 LOT 12, BLOCK 82, MANDALAY UNIT NO. 5, ACCORDING TO THE MAP OR PLAT THEREOF, RECORDED IN PLAT BOOK 20, PAGE 27, AND PLAT BOOK 20, PAGE 48, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PARCEL 5 LOT 13, BLOCK 82, MANDALAY UNIT NO. 5, ACCORDING TO THE MAP OR PLAT THEREOF, RECORDED IN PLAT BOOK 20, PAGE 27, AND PLAT BOOK 20, PAGE 48, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PROJECT TEAM SURVEYOR: George A. Shimp, II & Associates, Inc. 3301 DeSoto Boulevard, Suite D Palm Harbor, Florida 34683 (Ph.): (727) 784 -5496, info @shimpsurveying.com ARCHITECT: Behar + Peteranecz, Inc. 103 Rogers Street, Clearwater' Florida 33756 113 W Strong Street, Pensacola Florida 32501 (Ph.): (850) 377 -1870, istvan @architecturebp.com LANDSCAPE ARCHITECT: Roberson Resource Group, LLC 3125 Little Road, #125 Trinity, FL 34655 (Ph.): (727) 255 -4258, patrick @rrgonline.net GEOTECHNICAL ENGINEER: Gulfcoast Testing Laboratory, Inc. 5745 Park Boulevard Pinellas Park, FL 33781 (Ph.): (727) 544 -4080 PROJECT COORDINATOR: Joe Burdgtte (Ph.): (727) 581 -8061 ALL ELEVATIONS REFER TO NAVD 88 DATUM UNLESS OTHERWISE NOTED COPYRIGHT 2013 ALL RIGHTS RESERVED Landon, Moree & Associates, Inc. Anyone copying this document in any manner without the expressed consent of LANDON, MOREE & ASSOCIATES, INC. shall be prosecuted to the full extent of the law. DO NOT COPY OR REPRODUCE CONSTRUCTION PLAN FOR: 0 1)eNunzio IHIote SECTION 5, TOWNSHIP 29 SOUTH, RANGE 15 EAST CITY OF CLEARWATER, FLORIDA Prepared For: Bay Esplenade Project, LLC 305 CAMBRIDGE ST, SUITE 3 CAMBRIDGE, MA 02141 Ph. (617) 945 -2555 DJ D @TheDeN unzioGroup.com Prepared By: NONE NONE NEENIMnlik 0000 Landon, Moree &Associates, Inc. Civil & Environmental Engineers - Planners - Surveyors 31622 U.S. 19 NORTH PALM HARBOR, FLORIDA 34684 Phone: (727)789 -5010, Fax: (727)787 -4394, Toll Free: 1 -800- 262 -7960 WWW.LMAENGR.COM E B #4096 PERMITS PERMIT TYPE NUMBER APPROVED CITY OF CLEARWATER DEVELOPMENT AGREEMENT DVA2013 -02001 REVISIONS PER CITY OF CLEARWATER COMMENTS CITY OF CLEARWATER FLEXIBLE STANDARD APP. FLS2013 -02006 CITY OF CLEARWATER CONSTRUCTION PLAN SWFWMD ERP APPLICATION FDEP WATER FDEP SEWER NOTE TO CONTRACTOR/OWNER CONSTRUCTION IS NOT AUTHORIZED UNTIL PLANS HAVE BEEN ISSUED BY LANDON, MOREE & ASSOCIATES, INC. STAMPED "ISSUED FOR CONSTRUCTION ". ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET FORTH IN THE CITY OF CLEARWATER LAND DEVELOPMENT, ZONING, AND /OR RELATED ORDINANCES AND SPECIFICATIONS AS APPLICABLE. TREE BARRICADES & EROSION CONTROL MEASURES NOTE REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND /OR PERMIT REVOCATION AS PROVIDED BY THE CITY OF CLEARWATER LAND DEVELOPMENT CODE V 1 11611 7 fWMff% IMW nV 1 C ABOVE - GROUND OR UNDER - GROUND UTILITIES MAY BE IN THE AREA OF THIS PROJECT - PROCEED WITH CAUTION - CALL "SUNSHINE STATE ONE CALL" (1- 800 - 432 -4770) AND THE UTILITY OWNER(S) BEFORE BEGINNING WORK. PROVIDE. OWNER WITH CODE NUMBER OF PROJECT. PLAN INDEX 1- COVER SHEET 2. EXISTING CONDITIONS 3. SITE PLAN 4. PAVING, GRADING, DRAINAGE & UTILITY PLAN 5. DETAILS & CONSTRUCTION NOTES 6. DETAILS SITE DATA PARCEL ID #: 15/29/15/54756/082/0010,15/29/15/54756/082/0020 15/29/15/54756/082/0110,15/29/15/54756/082/0120 & 15/29115154756/082 /0130 ZONING DISTRICT: TOURIST, "OLD FLORIDA" (BEACH BY DESIGN) LAND USE: RFH, RESORT FACILITIES HIGH GROSS SITE AREA (UPLAND): 41,232 SF (0.95 ACRES) MAX F.A.R.: N /A, PROPOSED F.A.R.: 1.55 MAX I.S.R.: 0.95, PROPOSED I.S.R.: 0.69 MAX BUILDING HEIGHT: 35', PROPOSED: 65' ABOVE BFE MIN. BUILDING SETBACKS: FRONT - 15', SIDE - 10', REAR - 10' PREVIOUS USE: 23 UNIT OVERNIGHT ACCOMMODATIONS DEVELOPMENT EXISTING CONDITIONS: TOTAL IMPERVIOUS AREA: 0 SF (0.0 %) BUILDING AREA: 0 SF (0.0 %) VEHICULAR USE AREA: 0 SF (0.0 %) TOTAL OPEN SPACE: 41,232 SF (100.0 %) PROPOSED CONDITIONS (GROUND FLOOR): TOTAL IMPERVIOUS AREA: 28,141 SF (68.3 %) BUILDING AREA: 6,104 SF (14.8 %) VEHICULAR USE AREA: 19,297 SF (46.8 %) MISC. IMPERVIOUS AREA: 2,740 SF (6.6 %) TOTAL OPEN SPACE: 13,091 SF (31.7 %) PARKING REQUIREMENTS: REQUIRED: 1.2 SPACES/ ROOM @ 102 ROOMS =123 SPACES PROVIDED: 131 SPACES (INCLUDING 6 H/C SPACES) FLOOD ZONE: THIS PROPERTY LIES WITHIN FLOOD ZONE "AE" (EL. 11, NAVD88) AS DEPICTED ON FEMA FLOOD INSURANCE RATE MAP: 12103C- 0102 -G, EFFECTIVE SEPTEMBER 3, 2003 REVISIONS REVISION DATE COMMENTS 04 -10 -2013 REVISIONS PER CITY OF CLEARWATER COMMENTS 05 -16 -2013 REVISIONS PER CITY OF CLEARWATER COMMENTS 05 -20 -2013 REVISIONS PER CITY OF CLEARWATER COMMENTS MAY 2012013 JOB# 651- 01.000 I GRAPHIC SCALE 20 0 10 20 40 60 ( IN FEET ) 1 inch= 20 ft. L E G E N D P.O.C. ® - CABLE TV PEDESTAL N.W. CORNER OF BLK. 82 — ELEVATION 17 - FIRE HYDRANT ■ - GRATE INLET I 30'R © - PAYPHONE 0 - POWER POLE LOT 3 LOT 10 B - RECLAIMED WATER METER O - RECLAIMED WATER VALVE I I I I OS - SANITARY SEWER MANHOLE o' IF' a I I o _ SIGN cn 04 II I I TELEPHONE PEDESTAL F I S� I I ADJACENT ADJACENT I I ,� I FIR 1/2 RLS1 2512 ® - VERIZON PEDESTAL APPROX. LOCAT /ON O I I (ASPHALT) > o I S.W. COR. OF THE N. 5 EXIST. 12" DI WATER MAIN I THREE STORY C.B.S. I o I THREE STORY C.B.S. I a OF LOT 11, BLOCK 77 r I i I UWST RM ELE►,- soy' U ADJACENT I I I 19 EXIST METER � o I THREE STORY C.B.S. (TO BE FIELD VERIFIED) COLUM I II I I ® _ WATER VA LVE GUY WIRE I H I I CONIC. TRANS I - OVERHEAD WIRES II I I — — — — oss' WALL II ---G--- - U.G. GAS LINE PVCF 'PVCF COLUM III —S— — - U.G. SANITARY SEWER LINE I 6' PVCF 6' PVCF _ S90'00�00 "E I _ _ I I L— _----- - - - - -- ------- - - -_91 —_02 -- 14' I I - - — — — — — — — — — — — — — —S— — - U.G. SANITARY SEWER LINE PER UTILITY MAP Is� I 15•� g $s 4 4 ' 121 18•� 60'R 121'R FIR 1/2 I I 30 R — —D— — - U.G. STORM SEWER LINE ' 1 FIR 15776 EXISTING UTILITIES POLES TO BE REMOVED. PROPOSED x,r I I ON -SITE T.B.M. THE FIVE PALMS MOTEL, — —D— — - U.G. STORM SEWER LINE PER UTILITY MAP I TILITIES TO BE MOVED UNDERGROUND. CONTRACTOR PROP. STAKED SILT I I — — — _ I I COORDINATE WITH UTILITY COMPANIES. TYP. FENCE (TYP.) t I SL VNAI4� DISK A CONDOMINIUM _w - U.G. WATER LINE PER UTILITY MAP (TYP.) I oo'■ AUSTRALIAN PINE M �I �, CONDO P.B. 73, PGS. 69 & 70 11• T1NN 10'��6' t2�( N.A.V.D. 1988 �"o - BANYAN I I i x X16' `rt +I I I oo'• - NORFOLK PINE I q r- ° N • o II o'o - OAK a ISO LOT 11 - PALM I �I LOT 2 13 PARCEL 3 o HI I II 1 �x -TREE TO BE REMOVED PARCEL 2 . BLOCK 8 2 PROPOSED ° m I I _ EXISTING UTILITIES POLES TO BE REMOVED. I*1 -o II I III UTILITIES TO BE MOVED UNDERGROUND. CONIRACTO 1011K �I I co -0 I II Q II I I I o 14)1( . COORDINATE WITH UTILITY COMPANIES. (TYP.) I I c r I I I I: I III z 21% I rp s I o I I l N 11), LOT 13 , 25'R I I r� �-► I I I I I OD tom EXIST. 6'� WA TER MAID I I I I I I � I ,� 4• • 6• 4• . � i PARCEL 5 ' I I I I I �- .,r, FCM 44" 11 w o '8sO6'02 °W 123'R _j— I m J I I I I II II I II I II II I I ) II � I II � I I � I I I I I I I I 13� . _ (VACAT _ .— 13�c ,2• _ _ 0 _ _ 16_ "� — 1 • ) � I I I I z ® `' I I I I � I I I I I � I I // / /� IIII I I I I I �, ' � WALL 0.22'N. �F- � ' a PROP. STAKED SILT FENCE (TYP. LLJ Cl- LOT 12 PROP. STAKED SILT � FENCE (TYP.) ,6• wAOx PARCEL 4 Q I PARCEL 1 w PROP. TREE BARRICADE FIR 1/2' LOT 8 ( . ) 577 I Q . BLOCK 77 RIM = 5.21 ,o• " W PROP. (VACANT) 9 >MN INV = 251(N) W 6 LOT 1 (. FIR 1/2 FIRE IN 2. . � Hm NT � � LB# 5776 INV 24 PARE 1 o ® o a EXIST. UTILITY POLE TO BE ' IAN Z RELOCATED (COONTRACTOR T /2• S SIR WA/ L L COORDINATE WITH UTILITY PRO)VIDER) LBO 5776 M TE0' 1.03'N . TREE BARRICADE !D sX PROP. - -- - -_ III I (.)'r — ____ -- --- - - - - -G ------- - - - - -- —� - - -5/ - - - -G ,r _ _ — _ 2 _ _ 45T. 3 ° GRA W TY SEWER (SIZE I I I I 'Z•� „ I TO i9E FIELD VERIFIED PR /OR I I J � �� � � y , �EX /ST. 8" VCP SAN. SEWER // � I ONE STORY C.B.S. TO CONSTRUCTION & PRIOR, BAY ESPLANADE I I � G TO ORDERING STRUCTURES) i I I �I��N2 `— , w_ j / I LonESr RAOR Euv, = s o I 7 Is• TRI � ��' � P ' ExrsnN I III I / i / , / 60 I G 6 WA TER MA /N I I I 0\ 1 i i ON -SITE T.B.M. / EXISTING UTILITIES POLES TO BE REMOVED. PROPOSED FND N &D LB# 6168 I I IC.D / / / / TILITIES TO BE MOVED UNDERGROUND. CONTRACTOR ELEV.= 5.27 I OP 1/2' j / j / / y �S COORDINATE Wlll-1 UTILITY COMPANIES. (TYP.) N.A.V.D. 1988 ON -SITE T.B.P. I I X19• / / / FND N &D LBJ 607 ELEV.= 4.35' I I I FOP 1/2' N.A.V.D.1988 EXIST. SAN. SEWER MH I RIM = 4.28 PD /NV. = 1.36(N INV. = 1.34(E) \ \� j`/ / EXIST. 12" RCP /NV. = 1.28(S) I �S�t\,C �—D -� I \ � EXIST. GRATE INLET I ` TOP = 3.75 /NV. = 1.65 I ' I FILTER FABRIC 1. Set Stakes PONDING HEIGHT EXTRA STRENGTH FILTER FABRIC --. rY. O / SPACING OF POSTS TO BE MATERIAL 6' Max. 2. Excavate a 4' x 4' Trench EX /ST. GRATE INLET Upscale Along The Line Of Stakes FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT TOP = 4.00 6 -10 FEET APART STEEL OR ATTACH SECURELY WODPOST TO UPSTREAM /N V. = 0.73(E) 36" O HIGH MAX. SIDE OF POST I I /NV. 0.56(5) ATTACHING TWO SILT FENCES RUNOFF / 1€t FENCE WOOD POST COPYRIGHT 2013 ALL RIGHTS RESERVED Landon, Moree & Associates, Inc. Anyone copying this document in any manner without the expressed consent of LANDON, MORES & ASSOCIATES, INC. hall be prosecuted to the full extent of the low. k DO NOT COPY OR REPRODUCE N. I.,. I 12' MIN. ` WITH COMPACTED (RECOMMENDED) BACKFILL a > 'm 1. INSPECT AND REPAIR FENCE AFTER EACH SITORAGE HT. STANDARD DETAIL ------- TRENCH WITH NATIVE BACKFILL NECESSARY. \4. 0 2. REMOVED SEDIMENT SHALL BE DEPOSITED L Li 2.nd FENCE 6 INSTALLING A TO AN AREA THAT WILL NOT CONTRIBUTE `+e 2' MIN. SEDIMENT OFF -SITE AND CAN BE 12" 1 IIN. �` m :•���° FILTER FABRIC SILT FENCE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE ADDITIONAL STRENGTH PLACE THE END P a) LL N Q rPAVr1 N.T.S. _ FOR FILTER FABRIC MATERIAL CAN POST OF THE SECOND FENCE woo �¢ Z w _� �� 0 BE ATTACHED TO A 6 -INCH (MAX) INSIDE THE END POLLUTION PREVENTION NOTES BACK WIRE MESH SCREEN WHICH HAS FILLED t.:: FlLLED TRENCH BEEN FASTENED TO THE POSTS. POST OF THE FIRST FENCE W° ROTATE BOTH 1. The contractor shall at a minimum implement the stormwater pollution prevention measures as shown in this POSTS AT LEAST plan set. These measures may include, but not limited to, the construction of retention/detention ponds, y P Mco C0 160 DEGREES IN A CLOCKWISE control structures, tree barricades, and silt fences. FILTER FABRIC MATERIAL SECURELY APPROXIMATELY 8 — DIRECTION TO CREATE A TIGHT 2. In addition to the measures Shawn in this plan Set, the contractor shall take all necessary and practical FASTENED TO THE INCHES OF FILTER POSTS OR WIRE MESH FABRIC MATERIAL SEAL WITH THE FABRIC MATERIAL measures in order to reduce erosion and sedimentation to both on —site and off —site surface waters, lakes, and IF USED. MUST EXTEND INTO A TRENCH AND BE wetlands. These measures may include, but not limited to, hay bales at stormwater inlets, floating turbidity ANCHORED WITH DIRECTION OF RUNOFF WATERS DRIVE BOTH barriers, hay bale dikes, stabilization of steeps grades with sodding or seeding /mulching, site entrance /exit COMPACTED BACKFILL MATERIAL + + POSTS ABOUT 10 INCHES INTO THE With ravel, tem ore sediment basins and berms. Control stabilization g temporary ; 5 GROUND AND WOOD OR `;. BURY FLAP 3. In addition to the measures shown in this plan set, the contractor shall take all necessary and practical STEEL POST :. -t RUNOFF measures in order to reduce airborne transportation of sediments. These measures may include, but not -- INSTALLING A limited to, site watering and additional silt fence installation. ' ,. FILTER FABRIC SILT FENCE 4. The contractor shall at a minimum inspect the above referenced measures at least once a week or within*..;, 24 hours after 0.25 inches of rainfall. An inspection report shall be completed for each inspection. Any I ` ;k r: `' CITY INDEX NO. 607; 1 OF 3 permit violation shall be noted and corrective measures taken shall be noted. This report shall be given to 10 INCHES ( MIN) ,..; N.T.S. Landon, Moree &Assoc., Inc. after construction completion. `' APPROXIMATE 4-INCH BY 5. The cost of implementing the above measures are to be included within the contractors contract with the 4-INCH TRENCH developer. COPYRIGHT 2013 ALL RIGHTS RESERVED Landon, Moree & Associates, Inc. Anyone copying this document in any manner without the expressed consent of LANDON, MORES & ASSOCIATES, INC. hall be prosecuted to the full extent of the low. k DO NOT COPY OR REPRODUCE N. I.,. I 12' MIN. ` WITH COMPACTED (RECOMMENDED) BACKFILL a > 'm 1. INSPECT AND REPAIR FENCE AFTER EACH SITORAGE HT. STANDARD DETAIL ------- TRENCH WITH NATIVE BACKFILL NECESSARY. \4. 0 2. REMOVED SEDIMENT SHALL BE DEPOSITED r__1 PONDING HEIGHT U FLOW SU -------- __-- FLOW 10' MAX. SPACING WITH WIRE SUPPORT FENCE 6' MAX. SPACING WITHOUT WARE SUPPORT FENCE 9' MAX. RUNOFF NOTES: (RECOMMENDED) d a > 'm 1. INSPECT AND REPAIR FENCE AFTER EACH SITORAGE HT. STORM EVENT AND REMOVE SEDIMENT WHEN ' NECESSARY. \4. 0 2. REMOVED SEDIMENT SHALL BE DEPOSITED O a U 6 INSTALLING A TO AN AREA THAT WILL NOT CONTRIBUTE `+e w SEDIMENT OFF -SITE AND CAN BE 12" 1 IIN. �` m :•���° FILTER FABRIC SILT FENCE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CITY INDEX NO. 607; 3 OF 3 CONTOURS TO MAXIMIZE PONDING EFFICIENCY. IM P a) LL N Q rPAVr1 N.T.S. ALTERNATE DETAIL TRENCH WITH GRAVEL EXISTING CONDITIONS Z �o m� � U w 0 m 0_ WZo Z W U mO w V_ =o O`nC/) 0 zCO Sao J C Q 0 F0 (n Z_NU O�z v =w Oaa I-00 I- � W cn v�Q �Z06 F o w O�Elf 0 Z�� N Zo o Z d. J 0 X w > — 0— 0 Z W N O O N p Zo 0 a Of U) o o z w N Q tD 0- LL U o 0 Q L 0 0 0 �3 to C U m w O d J J J Q O a U 0W O w m •°� O wo W Q IM P a) LL N Q Lu �o� _ J NONE >c 'C woo �¢ Z w _� �� 0 NNNN Cl) LO NONE V W° Mco C0 to C m w O d O aW0 DWWd7 J Q O a 0 cc ova d 2Cm d W T tV m C O ago IS J NONE >c 'C <n d u, cc NONE W ' if — NNNN m NONE _ S S H 2 E T OF 6 ' GRAPHIC SCALE 20 0 10 20 40 a. 0 SIGHT VISIBILITY_ SIDEWALKS TO BE IN COMPLIANCE I WITH ADA STANDARDS PER FDOT INDEX #304 I COPYRIGHT 2013 ALL RIGHTS RESERVED Landon, Moree & Associates, Inc. Anyone copying this document in any manner without the expressed consent of LONDON, MOREE & ASSOCIATES, INC hall be prosecuted to the full extent of the low. DO NOT COPY OR REPRODUCE CONSTRUCT DRIVEWAY CONNECTION i I ::: I 1s•. I I I ; • I � L (SET r I i I I 1r L iII I III I 0' LAI III III I I r III I ; BOR III I L IL 4 15' BU III 'I I I II I i III I ICI � I i +I iII ':•, I � 1i I � III / a a: III i 1 LOT 3 IFJ II a CONSTRUCT DRIVEWAY CONNECTION ER FDOT INDEX #515 ><C. ONSTIRUCT 5' PAVER SIDEWALK (OR APPROVED QUAL;) PER CITY CONSTRUCTION STANDARD 109 ND REACH BY DESIGN STANDARDS CONSTRUCT 4' PAVER SIDEWALK (OR APPROVED EQUAL) PER CITY COINSTRUCTION STANDARD 109 AND BEACH BY DESIGN STANDARDS LOT 10 AND BEACH BY DESIGN STANDARDS II II I ( COMPLIANCE WITH ADA II STANDARDS PER FDOT I INDEX #304 ' II � LEGEND ® - CABLE TV PEDESTAL - ELEVATION Z7 - FIRE HYDRANT - GRATE INLET © - PAYPHONE 0 - POWER POLE B - RECLAIMED WATER METER O - RECLAIMED WATER VALVE - SANITARY SEWER MANHOLE El - SIGN ® - TELEPHONE PEDESTAL ® - VERIZON PEDESTAL ® - WATER METER ® - WATER VALVE —� - GUY WIRE - OVERHEAD WIRES — — — G — — — - U.G. GAS LINE - U.G. SANITARY SEWER LINE - U.G. SANITARY SEWER LINE PER UTILITY MAP - U.G. STORM SEWER LINE III THE FIVE PALMS MOTEL, - U.G. STORM SEWER LINE PER UTILITY MAP A CONDOMINIUM 00•0 - AUSTRALIA N PINE CONDO UTILITY MAP CONDO P.B. 73, PGS. 69 & 70 00'0 - BANYAN I SIGHT VISIBILITY 7 TRIANGLE co � III 1 II �C/) Ij II i ►I C' D I I I �' I °I rn III II I I 1 II o a r. �w — --'7WALL — I 0.22'N. II II �I 1 I i PARCEL 1 LOT 8 I ► I BLOCK 77 II r (VACANT) I 11 � WALL FBD firm 'PE1fR5W 1.03'N. L — — — a09N., 4.vw WF -i ONE STORY C.B.S. 667 BAY ESPLANADE I �, LowESr FLOOR F1EV. = &W 7 o'• - NORFOLK PINE 00'0 - OAK 0VAL - PALM o'o - PINE SITE PLAN U m W fir W J ' z O W W. � z Q W w��'- �0 w C/-) w z � 00 W a ■� W m� N Q U COPYRIGHT 2013 ALL RIGHTS RESERVED Landon, Moree & Associates, Inc. Anyone copying this document in any manner without the expressed consent of LONDON, MOREE & ASSOCIATES, INC hall be prosecuted to the full extent of the low. DO NOT COPY OR REPRODUCE CONSTRUCT DRIVEWAY CONNECTION i I ::: I 1s•. I I I ; • I � L (SET r I i I I 1r L iII I III I 0' LAI III III I I r III I ; BOR III I L IL 4 15' BU III 'I I I II I i III I ICI � I i +I iII ':•, I � 1i I � III / a a: III i 1 LOT 3 IFJ II a CONSTRUCT DRIVEWAY CONNECTION ER FDOT INDEX #515 ><C. ONSTIRUCT 5' PAVER SIDEWALK (OR APPROVED QUAL;) PER CITY CONSTRUCTION STANDARD 109 ND REACH BY DESIGN STANDARDS CONSTRUCT 4' PAVER SIDEWALK (OR APPROVED EQUAL) PER CITY COINSTRUCTION STANDARD 109 AND BEACH BY DESIGN STANDARDS LOT 10 AND BEACH BY DESIGN STANDARDS II II I ( COMPLIANCE WITH ADA II STANDARDS PER FDOT I INDEX #304 ' II � LEGEND ® - CABLE TV PEDESTAL - ELEVATION Z7 - FIRE HYDRANT - GRATE INLET © - PAYPHONE 0 - POWER POLE B - RECLAIMED WATER METER O - RECLAIMED WATER VALVE - SANITARY SEWER MANHOLE El - SIGN ® - TELEPHONE PEDESTAL ® - VERIZON PEDESTAL ® - WATER METER ® - WATER VALVE —� - GUY WIRE - OVERHEAD WIRES — — — G — — — - U.G. GAS LINE - U.G. SANITARY SEWER LINE - U.G. SANITARY SEWER LINE PER UTILITY MAP - U.G. STORM SEWER LINE III THE FIVE PALMS MOTEL, - U.G. STORM SEWER LINE PER UTILITY MAP A CONDOMINIUM 00•0 - AUSTRALIA N PINE CONDO UTILITY MAP CONDO P.B. 73, PGS. 69 & 70 00'0 - BANYAN I SIGHT VISIBILITY 7 TRIANGLE co � III 1 II �C/) Ij II i ►I C' D I I I �' I °I rn III II I I 1 II o a r. �w — --'7WALL — I 0.22'N. II II �I 1 I i PARCEL 1 LOT 8 I ► I BLOCK 77 II r (VACANT) I 11 � WALL FBD firm 'PE1fR5W 1.03'N. L — — — a09N., 4.vw WF -i ONE STORY C.B.S. 667 BAY ESPLANADE I �, LowESr FLOOR F1EV. = &W 7 o'• - NORFOLK PINE 00'0 - OAK 0VAL - PALM o'o - PINE SITE PLAN � U m W fir d J ' Z O 16 a U w V� Q w��'- �0 m • —+cn qT wo W a ■� F W m� N Q -Mw� = E cTJ o EE EED (� ■■■■ •C DU Z Q QU �0 OMEN. w Lo ■O■■ UU) W 0 0 Of CU Wzo Z W U :m0 °a W0 LL =° Z v�o J_ d H w V Q V W W Z N U W 1:2 Ir W W C)2K 3 3 9 0 V 2 U U V O= Q 0 0 6 1-ZFU W o U) Q a a a Z a6 0 W °w U) V) O Of Wm p Ze of u~iz !2 !2 !2 N N N z0 OU O tD N Z Q 0 I I 0 0 Of W > —U) 0zcn N o II N `— o C.0 N o 0 ai Z U ig C/3 C o n d o z R W N Q CL LL U �C o 3 a� Q 6 LL a O CU O M U H � U m W fir d J ' _I O 16 a U w V� Q w��'- m • —+cn qT wo W a ■� F W CU � U N Q -Mw� = E cTJ o EE EED (� ■■■■ •C C: CU Z Q QU �0 OMEN. w Lo ■O■■ UU) W° CU m � ep m W fir d o Qp�jv ' p n z O 16 a C 4 d 2i F W IL N O = f0 oG ti o C E N Z °P (� ■■■■ •C r ro MEMO W t W6 L _ OMEN. 6 A 4 m ■O■■ eq S 3 H E T OF 6 20 T N GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 I I SP Q I ai o ` RIM = MATCH EXIST. GRADE (5.28*) too e INV. 1.79f I .j Aa I OWNER'S INSTRUCTIONS FOR MAINTENANCE AND INSPECTION OF STORMWATER FACILITIES The entire storm water system should be inspected on at least a semi - annual basis. This should include a visual inspection of the pond, pond banks, bleed -down orifices, other control structures, and discharge pipes. These should be kept free of debris and cleaned on a frequency as required to keep them functional, as designed. Mowing /clearing around the structures may be required to prevent vegetation from clogging them. Sediment sumps, if designed and installed, should have sediment removed as necessary to allow them to efficiently remove suspended particies. They should be re -dug to the original design specifications, if silted in. For underdrain treatment ponds /swales, the owner of the facility shall inspect the pond bottom periodically after heavy rainfall events to check for persistent ponding or pooling of water. All large debris shall be removed and disposed of elsewhere. The underdrain area shall also be maintained clear of vegetation. If prolonged ponding persists, i.e., in excess of 72 hours, the owner shall flush the underdrain system. If required, the underdrain shall be removed and replaced with new underdrain as directed by a licensed civil engineer. Please check the construction plans to see if written reports on monitoring or plant survival rates are required to be sent to any reviewing agencies. Written notes should always be kept which describe maintenance activities undertaken during each inspection. Specific conditions of all permits may require additional maintenance activities above and beyond those outlined above. Please be aware of all permit conditions as issued by regulatory agencies to ensure permit compliance. LEGEND - CABLE TV PEDESTAL - ELEVATION } - FIRE HYDRANT ■ - GRATE INLET A - PAYPHONE 3 - POWER POLE f l - RECLAIMED WATER METER RECLAIMED WATER VALVE - SANITARY SEWER MANHOLE PROP. STORMWATER VAULT (DESIGN BY OTHERS) I I I -SIGN INSIDE TOP ELEV = 1000 I - TELEPHONE PEDESTAL MATCH EXISTING GRAD ROADWAY REPAIR PER CITY INDEX X1104 AT THE PROPOSED WATER & SEWER CONNECTIONS. REPLACE EXISTING CURB WITH NEW CURB. LATCH EXISTING CURB TYPE. \\ T INSTALL- 12"00" TAPPING SLEEVE & VALVE (INJECTION POINT)- (SAMPLE POINT #1) i i PROP. SAN. SEWER MH PER I SP U CITY OF CLEARWATER REQUIREMENTS ai o M 0 ova RIM = MATCH EXIST. GRADE (5.28*) too 'I INV. 1.79f I .j Aa to R" PVC (SDR -26) W U� ' I LATERAL O 0.5X MIN. �- 0 O m O W o &82 PROP. FDC PER CITY STANDARDS W/ ■� W ;I I "NO PARKING, FIRE DEPARTMENT Q -� UJ O �o = CONNECTION' SIGN co OR RED C q E D U Z . . .... .. ... �.O NONE W U) Lo in EX /ST. 8" GRA t9TY SEWER (S /ZE � I TO RE FIELD VERIFIED PRIOR TO CONSTRUCTION & PRIOR I a TO ORDERING STRUCTURES) MCU W i I I 46 LF 6" NON - PERFORATED I I I I I DIP PIPE WZz ;j EXIST. SEWER INV. - 1. I EXIST. SAN SEWER MH Z O � RIM = 4.28 F' /NV. = 1.36(N) :. IN V. = 1.34(E) W PC < \ INV. = 1.28(S) • N wW I COPYRIGHT 2013 ALL RIGHTS RESERVED Landon, Moree & Associates, Inc. Anyvne copying this document in any manner without the expressed consent of LANDON, MORES & ASSOCIATES, INC. sho/l be prosecuted to the full extent of the law. DO NOT COPY OR REPRODUCE GENERAL NOTES: 1. THE ENGINEER AND SWFWMD MUST BE PRESENT FOR THE INSTALLATION OF THE WATER QUALITY UNDERDRAIN. A MINIMUM OF 48 HOURS ADVANCE NOTICE IS REQUIRED. REFERENCE SWFWMD PERMIT FOR SPECIFIC CONDITIONS. .EXIST. GRATE INLET VAULT WALL &BUILDING WALL TOP = ; 75 TO BE COMMON WALL IF POSSIBLE 2. PRIOR TO INSTALLATION OF THE UNDERDRAIN FILTER MEDIA, THE PERMITTEE'S CONTRACTOR INV = 1.65 PA SHALL SUBMIT A CERTIFIED TEST OF THE MEDIA TO THE PERMITTEE'S PROFESSIONAL ENGINEER ^ AND SWFWMD THE TEST SHALL ADDRESS THE FOLLOWIN HOTEL F.F. = 11.00 PARKING GARAGE ELEV. VARIES EXIST. GRA TE INLET 10.0' TOP = 4.00 INV. = 0.73(E) EXISTING -4 INV. = 0.56(S) WALL (I EXIST. GRADE 6" MIN. L�J SECTION A -A N.T.S. UTILITY CONNECTION NOTE CONTRACTOR TO COORDINATE WATER & WASTEWATER SERVICE LOCATIONS (AT BUILDING) WITH ARCHITECTURAL PLAN PROP. STORMWATER VAULT WO ELEV = 5.47 PARKING GARAGE ELEV. VARIES SHWL - 3.5f 4' TOP ELEV = 10.00 50 YEAR DHWL = 9.55 PROP. OUTFALL STRUCTURE 18" RCP PROP. C.O. 6' UNDERDRAIN **VAULT/PARKING GARAGE/BUILDING STRUCTURE SHALL BE DESIGNED BY OTHERS SECTION B -B N.T.S. G PARAMETERS. UNIFORMITY COEFFICIENT, EFFECTIVE GRAIN SIZE, SIEVE ANALYSIS, PERCENT SILTS, CLAYS AND ORGANIC MATTER, AND PERMEABILITY TESTING (CONSTANT HEAD). 3. EXISTING ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY ELEVATIONS AND HORIZONTAL LOCATIONS A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. ENGINEER SHALL BE NOTIFIED OF ANY CONFLICTS OR DISCREPANCIES IN ELEVATION A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. IT IS RECOMMENDED THAT THE CONTRACTOR COMPLETE THESE PROCEDURES PRIOR TO ORDERING ANY STRUCTURES. 4. CONTRACTOR IS CAU11ONED THAT GAS MAINS ARE IN THE VICINITY. CONTRACTOR SHALL USE CAUTION WHEN CONSTRUCTION WITHIN RIGHT -OF -WAY. 5. PROPOSED PARKING GARAGE /BUILDING SHALL BE STRUCTURALLY DESIGNED BY OTHERS. 6. ALL ROOF RUN -OFF SHALL BE PIPED DIRECTLY TO STORMWATER VAULT. 7. CONTRACTOR SHALL COORDINATE PLACEMENT OF YARD DRAINS AND YARD DRAIN PIPES W/ ENGINEER AND LANDSCAPE ARCHITECT TO AVOID CONFLICTS. . ALL ELEVATIONS REFER TO NAVD 88 DATUM UNLESS OTHERWISE NOTED PAVING, GRADING, DRAINAGE &UTILITY PLAN C.0 C � U op ` W ai o M 0 ova N_ .v too 'I .j Aa to U W U� o W �- 0 O m O W o �WQ ■� W m � N Q -� UJ O �o = co OR RED C q E D U Z Q W �.O NONE W U) Lo in U W 7 NONE i MCU W WZz Z O W PC wW �3:W oZ Cl) Z d �W F 9 000 � =) Q FoCn 0 v° m ZNU ir W rr � k' o R Z 0� V= U U < i- oo� ~00 �t~� WZ� v v �tn< a a a Z 06 IOW LU Cn I o0W U � Z it co Z n M M N N N Z O O_I t0 D O ZQ d to N J O O O 0! W > — m —OZCl) 0 N r O s- N `- � r � O 45 N o Z 0 U c� U) N '0 Z R W N Q (D IL LL U o v LL a m 0 U F 3 C.0 C � U op ` W ai o M 0 ova N_ .v too J .j Aa to U W U� o W W�� O m O W o �WQ ■� W W CO LLI N Q -� UJ O �o = co OR RED C q E C: �a� Z Q W �.O NONE W U) Lo in U W° NONE i MCU W C.0 C � CO op ` W ai o M 0 ova N_ .v too a N ZZ .j Aa to C a a o. 0 I� O E 4� W d W N C m 0 N C q E Z W J ONEN ` ._ m r NONE W ' d = ■E■■ ca m NONE i S H 4 E T OF 6 I.__ . - _ _ - - - - - __ _ - - - _ I - CONSTRUCTION TECHNICAL SPECIFICATIONS WATER SYSTEM NOTES 1. All construction shall conform to the minimum standards set down in the City of Clearwater land development code, zoning, 1. New or altered water mains included in this project shall be installed in accordance with applicable AWWA standards, the utility companies standards and in accordance with manufacturer's recommended procedures. Asphaltic Concrete patch to be 2" min. Z and /or related ordinances as applicable. thickness or match existing for thickness � O 2. Prior to construction commencement, the Contractor shall obtain from the Engineer and/or Developer copies of all pertinent 2. All water main tees, bends, plugs, and hydrants installed under this project shall be provided with restrained joints to prevent in excess of 2" Patch shall be Type S -1, If this point is •• Q U permits and approvals relgted to this project. It is the contractor's responsibility to properly post all permits on -site and to movement. unless otherwise eciRed. 4' Min. within 4' of on assure all construction activities are in compliance with the conditions of all permits and approvals 3. All water main pipe, pipe fittings, pipe joint packing and jointing materials, valves, fire hydrants, and meters installed under Patch Mill and Resurface fu // Monolithic Slab existing jainF, � � 3. The contractor shall obtain a copy of The City of Clearwater specifications and fully familiarize himself with the contents of this project shall conform to applicable American Water Works Association I(AWWA) standards. these specifications. In the event that a discrepancy occurs between these plans and the specifications, the specifications shall width of street ov, then rep /ace to SECTION A -A T+2' (8" Min. Replace Base / /on itud/no/ 3,000 psi the joint. q �5e � Z take precedence, unless otherwise directed by the engineer in writing. The contractor shall keep a copy of the specifications on 4. All water main pipe and pipe fittings installed under this project shall be color coded or marked in accordance with FTber Mesh Normal Valley Gutter Curb Section !� e� � Z Compacted Thickness) rns o. o ions Construction Joint q O tr O subparagraph 62- 555.320(21)(b)3, F.A.C., using blue as a predominant collar. (Underground plastic pipe will be solid -wall blue oncre a See Index 101 s•'h o i LU W U the job site at all times. co-extruded Permuted (Typ) rat Ss .�.jP W pipe, will wall; and underground blmetaldort ¢ oncrete rt will will hav white bluebstrktespa with ied to then Pee incorporated estri into, ed Burin plied to, Na. • ., ,T•: - ; ,•.,:• Vp��ba` z m � PP PP P PP PP P 9 ( o > U.1 O manufacturing of the pipe will have continuous stripes that run parallel to the axis of the pipe, that are located at no greater ' • . ' n > ] � -1 K% * * \ than 90- degree intery als around the pipe, and that will remain intact Burling and after installation of the pipe. If tape or paint T * � '•' ' •• • :• •..•" T.......7-.7-.- Q D CONSTRUCTION NOTES • . ' 77;, e is used to stripe pipe during installation of the pipe, the tape or paint will) be applied in a continuous line that runs parallel to •' • ' A C 6 "R (Typ) � PW 2 W 1. All elevations are basQd on NAVD 88 datum. The contractor shall obtain a copy of the survey to verify this datum and also the axis of the pipe and that is located along the top of the pipe; for pipe with an internal diameter of 24 inches or greater, Existing Concrete • � � � 0 for determining Benchmark locations and elevations. tape or paint will be applied in continuous lines along each side of the pipe as well as along the top of the pipe. Above ground Replacement boss L Z � pipe will be painted blue or will be color coded or marked like underground pipe.) material shall be Undisturbed Exist SECTION B -B 0 Q 2. All existing information as provided by survey data prepared by George A Shimp, II do Associates, Inc. approved by the � BOA A B C � 0-0 • 5. Polyvinyl chloride plastic pipe (PVC) 4 " -12' shall conform to AWWA C -900 plastic pipe, and be National Sanitation Federation Engineer per City yy W U � WO_ 3. Any discrepancies between the engineering plans, architectural plans, or City of Clearwater Codes shall be brought to the a roved. The shall be class 150 DR18 Joints shall be rubber asketed conforming to AWWA C -900. All vc Artic% 22 12' Trench 12" 18' Trench 18" _ en loser s attention rior o construction. (NSF) PP pipe ( ) 9 P g p ( pipe shall bear the NSF logo for potable water. The pipe shall be blue ini color. s' Width 6" Min. Width Min. 2' 4. All practicable and necessary effort shall be taken during construction to control and prevent erosion and transport of 6. Provide adapters as required to join vc to t e, fittings and equipment of other materials. Varies Varies Z � sediment to surface drains and to lakes and also to conform with permit conditions. P pipe P P Undisturbed Trench Side � Undisturbed Trench Side Limits of concrete swala = Q 1' Limits of pay quantity � O � Compacted Compacted z N U 5. Plans are not valid for construction unless signed and sealed by a Professional Engineer Registered in Florida. 7. Ductile iron pipe (DIP) shall be minimum pressure class 350 (4' - 18' and conform to AWWA C -150. All ductile iron pipe Bock>7/ Bockfi// PLAN 0 � z shall have a standard thickness of cement mamas lining as specified in /4WWA C -104 pipe joints shall be of the push -on rubber id L ® - 6. Required tree barricades must remain intact throughout construction. Encroachment into or failure to maintain tree barricades gasket type conforming to AWWA C -111 T- fiickness 7= n •.•;�' �;m ,' � ' •. e • , n U = Cn will result in enforcement action which may include citations and /or permit revocation. 6' until W exceeds � NOTE: I-- W B. Fittings for ductile iron pipe and pvc C900 pipe shall be ductile iron and shall conform to AWWA C -110. of original 6; then T -8" O D I- 7. Silt fence to be installed around all areas of proposed construction. (FOOT Index No. 102. Type III) g. Blue polyethylene wrap used for corrosion prevention on ductile iron pipe shall conform to the requirements of ANSI /ASTM Base 4 Continuous Subject to City Engineers approval. � Q Q D1248. The minimum nominal thickness shall be 0.008 in. (B mils). Installation of poly wrap shall be in accordance with ASPHALT STREET AND OR /I/EWA Y � To be used only in unique situations. 1- U 8. The contractor shall adhere to the _Minimum Testing Frequency requirements of the agencies having jurisdiction over the AWWA c1os. REPLACEMENT REWIRED FOR CONCRETE REPLACEMENT REQU IRED N w Z U) project. UT/L /TY CONSTRUCT/ON FOR UT/L /TY CONSTRUCT/ON SECTION C -C `� Q 9. The contractor shall coordinate with the Geotechnical Engineer for any testing that may be required including, but not limited 10. Pipe installation for P vc pipe shall be in conformance with AWWA M23 ( latest edition). Installation for ductile iron pipe shall CONCRETE SWALE to, materials testing, asphalt, boas and sub -base testing, concrete testing, building pad testing, and utility trench testing. Copies be in conformance with AWWA G600 (latest edition) STREET AND DRIVEWAY REPLACEMENT FOR ~ Z � DETAIL of these tests shall be given to the Engineer for review. A final Signed and Sealed report containing all testing shall be given to 1= � ° w the Engineer after all testing has been completed. 11. All public water system components, excluding fire hydrants, that will coma into contact with drinking water shall conform C 0 N C R E TE 8C ASPHALTIC CONCRETE SURFACES VALLEY GUTTER CURB Z � to NSF international standard 61. � Q 10. The contractor shall coordinate with the agencies /inspectors having jurisdiction over the project to determine what CITY INDEX N0. 104. 1 OF 1 � 2 inspections will be required throughout the project. The contractor shall coordinate required inspections with the Developer and 12. All pipe and pipe fittings shall contain no more than B.OX lead, and any solder or flux used in this project shall contain no N.T.S. � CITY INDEX N O. 107; 1 OF 1 � Engineer. Z more than 0.2% lead. Z O 11. The contractor shall saw cut the existing edge of pavement prior to the removal of any curb or pavement and also prior to 13. All pvc water mains shall have continuous detector tape 12 - 18 inches above the main. Refer to specifications of the pavement tie -in. utility having jurisdiction for more detailed information. OU Q J including loss that will be under the control of a s Remove 'f 14. New or altered water mains, including fire hydrant leads and service I t Curb I Existin 12. Special care is to be taken so trees remain unharmed during construction. � � °� NOTE: only If public water system and that have an inside diameter of three inches or greater, shall be disinfected and bacteriologically .` tea i� 3' Transition wings Y Exist Cone Drive evaluated in accordance with rule 62- 555.340, FAC. And AWWA standard C651 latest edition Side Sr w R uln. _ ��• 13. Contractor shall furnish Landon, Morse &Associates, Inc. with one complete set of As -Built plans signed and sealed by a ( ) Qo Max Slope 12 12• Max Slope d�`P ltM surveyor upon completion of construction. t,�tvf� p1" T 6' 1 "� 15. Allowable leakage for ductile iron pressure mains will be in accordance with AWWA C600 (latest edition) d Back of Curb 14. Safe pedestrian traffic is to be maintained at all times. A A ' 16. Allowable leakage for pvc pressure mains will be in accordance with AWWA C605 (latest edition). Nan -NIp carless rogdra- r4• " ••:'• . '::''''• %,, .�;:• " %•: °•'.; ;�' 4• 6 men sw Noh 8. 0 � 15. No stockpiling of material in roadway or on sidewalk. All dim and debris shall be removed from job site daily. Roads and 1/2" Exp. Joint 1 2" Ex .Joint Q � O sidewalk to be swept daily as part of daily clean up. 17. The contractor shall provide at his own expense all necessary test pumping equipment, water, water meters, pressure + O`o� O�O, Z O ' gauges, and other equipment, material and facilities required for all hydrostatic and leakage testing. Contractor shall contact -- E TYPICAL DRIVEWAY CROSS SECTION ,y � e" N r- 16. All subsurface construction shall comply. with the "Trench Safety Act'. It shall be the Contractor's responsibility to insure the engineer, owner /operator and utility in written form, foray -eight (48) hours in advance of proposed testing. The contractor � o � � � � � that all construction is in compliance with the Occupational Safety and Health Administration (OSHA) Regulations. shall perform satisfactory, pre testing prior to notification. � I 's � O p ' Pr art R.O.W. Line � � c 4' Min Residential Street 1' City R W i . Center CV Z � O 17. The soil and sediment control devises shall be installed prior to construction, maintained throughout construction, and until 18. The water system shall be tested for leakage at 150 psi for two (2) hours, with allowable leakage in accordance with Q 0 5' Min Arterial Street 2' County R °f � � � N O r U the site is permanently stabilized. above standards. � Conc. Sidewalk M iv 1 Sfa // � U v � I � B B 1/4' per Foot (n p � rNp U 18. All sodded slopes over 4:1, shall be installed with sod pegs. 19. Contractor shall obtain a copy of the FDEP water system permit and pull bacteriological testing samples from the sample � PLAN VIEW � N Z points specified in the permit. 19. Contractors shall test slopes steeper than 4:1 for stability. If it is determined that slope will need to be stabilized beyond """'•�. ••`'°`°' "'� �'� "•� NOTE: p Q sod secured with pegs, the contractor shall submit a stabilization plan utilizing geoweb or equivalent submitted to engineer for 20. Prior to the connection to any existing main, the proposed water maiin shall be disinfected, have the utility companies, and 3000 psi concrete 4' thick. Coast. 6' CONCRETE TO BE 3,000 PSI, WITH FIBER MESH REINFORCING. a J Q J � M approval. Material shall be installed per manufacturer's uidelines, engineer approved pressure testing and have FDEP clearance. Refer to FDEP permit for any additional requirements. '•�'; *•'•�;; :, Back of Curb � LL U .J P 9 thick at driveways with 6 "x 6'/10x10 20. All curb installation to be in accordance with FOOT Index 300 with minimum 3,000 PSI concrete. Sons -tube compressive 21. The contractor shall provide vertical and horizontal 'as- built' information relative to all constructed utilities and structures. NOTES: � � 2-1/2" min � � 2' min � � � I � # SECTION B -B welded wire fabric. (See note 7.) � As -built information for the watersystem shall include, but not be limited to, the following: 7. Provide faded plots at distances matching the width. Also samples will be taken at 7 day intervals and 28 day intervals with 1 cylinder as backup hold cylinder (total of 3 cylinders to be place expansion prof, at driveways. � C � qv) � cast) a. Location of all valves, fittings, hydrants and services. 2. If some physical obstruction exists which prevents the placing � iv �- I o' 3 v � b. Location of the water main tied horizontally to the back of curb or edge of pavement. of sidewalks as .horn, contact the Engineering Division for \ N 21. Minimum pavement slope shall be 0.5%. Any areas of pending shall be repaired at the Contractors expense. c. Documentation as to the system meeting the minimum cover requiremernts. alternate location. Remove entire Curb and Replace as Part of Sidewalk Ramp. iv j iv N � .&_- o � 3. Wooden and other spacers will not be permitted In sidewalks or d. Horizontal and vertical data for any construction which deviates from the approved engineering plans. says \ � \ __L p Q U H � 22. Disturbed area within the right -of -way will be compacted to 100X of maximum density and sodded. Type of sod used to 4. No coatings of any kind veal be permitted on concrete � • I I __L � NOTES: restore the right -of -way shall be coordinated with the right-of-way owner. POINSETTIA AVE $BAY ESPLANADE RJW CONSTRUCTION NOTES sidewalks or drlwray. without specific approval of the city Engineer. 12° Textured Surface O a • 1. WHEEL STOPS 7t7 BE PLACED 2' BAQY, 5. All eonasia shall be 3000 pet rata. O 28 days, with fiber 1 "v Max Slope � � AS SHOWN ABOVE. CENTERED IN 7HE 23. Signs, pavement markings and barricades shall be accordance with the US Dept. of Transportation's "Manual on Uniform 1. All right -of -way installations will be in accordance with practices referenced in the State of Florida Utilities Accommodations mesh reinforcing. • •. "•' PARKING STALL Traffic Control Devices" and the Florida Dept. of Transportation's Roadways and Traffic Design Standards" Indexes 600 thro ugh 670 Manual. s. Canasta surface to be light broom finish. •: s•.,,:,; ,.,' . � • ' •' ' � � ' .1'. Remove to an 7. Canaria drivway construction shall be e' thick r 8'x 6• /(0x10 2. WHEEL STLioS CAN BE PA /NTED IN A (latest edition). welded sire fable rainfaresmsnt `1/2' Expansion Joint even joint or sawcut 2. All design and construction must conform to the minimum standards stet down in the City of Clearwater land development, 7-3/4- � #3 Bar 7-1/2" #'3 Bar CONTRASTING L1G1LOfi SUCH AS B. Ramps shall have a tactile ourfac0. textured to a depth not 24. All right -of -way installations shall comply with the State of Florida Utilities Accommodations Guide. zoning and /or related ordinances, and minimum testing frequency requirements. exceeding t /a' by use or tom or sonar h conformance with Typical T ical GRAY YELLOW 014 BLACK. requirements of FTJOT Roadway and Traffic Daslpi Standards. SECTION A -A TYPE A TYPE C YP BLUE SffALL BE USED FOR HANDICAP 25. The location do elevation of existing utilities are approximate as shown and it is the contractors responsibility to determine 3. Signs and barricades shall be in accordance with the US Department of Transportation's 'Manual on Uniform Traffic Control Dstan 304 or most recent modifications. PARKING STALLS the exact location and elevation of the utilities prior to construction in their vicinity. Prior to utility construction. Engineer shall be Devices and the Florida Department of Transportation's "Design Standards' Indexes 60D rasa 670 (latest editions). TYPICAL SIDEWALK CONSTRUCTION &RAMP DETAIL WHEEL STOPS REINFORCED CONCRETL� noted of any -discrepancies in utility alo:°atians or locations:- Deviations from the -approved plan without the Engineers approval 4 Safe pedestrian traffic is to be maintained at all times. will be subject to relocation at the Contractor's expense. CITY INDEX NO. 109; 1 OF 3 CITY INDEX N0. 117; 1 OF 1 26. The Contractor shall be responsible for verifying the location of all utilities whether or not they are indicated on these plans 5. Any sidewalk which becomes undermined must be removed and replaced. Sidewalks are to be reconstructed within (3) days N.T.S. N.T.S. and shall notify all utility owners a minimum of 48 hours in advance of construction commencement. after removal. When existing sidewalk is removed, it is to be removed to the nearest joint. 27. All underground utilities must be installed before base &surface course are constructed. S. Place expansion joints where 4" and 6' concrete abut. C ' 28. All pipe lengths are plus or minus and are measured to center of structures. 7. Saw cut existing edge-of-pavement prior to removal of curb. � v 29. Conflicts between water, storm and underdrain systems to be resolved by adjusting water lines as necessary. B. Place expansion joint between back -of -curb and concrete driveway. 30. The contractor shall use extreme caution when connecting proposed storm sewer, sanitary sewer and water mains to existing 9. Compaction for driveway backfill shall comply with AASHTO T -99 (100X;). STANDARD PRE-PAINTED �"�, _,.. � J DISABLED PARKING SIGN sl�,,.:•:r WHITE BORDER mains or structures. Any damages caused shall be the contractors responsibility, Ac�lstt: PARKING sPArx: SIGNS ON t /e` THICK 5HtFr �: ':�'`�' � 8 SYMBOL (TOP OF THE SIGN) e� 10. Disturbed area within the right of way will be compacted to 100% of o standard T -99 proctor and sodded. % SEE INDEX N0. „a � ALUMINUM ��`; '';:'�' -•_ BLUE BACKGROUND � � .,�� M 31. Subdivision roadway will be privately owned, but the water mains will be part of the public water distribution system and the - �:.. ��''t 11. Do not disturb existing underdrain or storm ff filtration bell is disturbed, contact the City of Clearwater inspector � �� " "�`" 1 w newer mains will be part of the public sanitary sewer collection system. systems. PARKING BY � � � � for assistance. 32. The contractor shall remove all abandoned utility lines, pipes, structures and other subterranean objects to a minimum depth CONC. wALrr RAMP OoyM RAMP DOaM caNa wArx iie SABLED ro BLACK BORDER � do LETTERS (MIDDLE OF THE SIGN) � � 5, 12. Restoration of curb, street, driveways and placement of sod shall be completed prior to excavation staining in another area SEE wIX N0. ,oe sEt: INDEX N0. ice PERMIT � • ---%U) d. of four (4) feet below grade, or as otherwise directed by the engineer. by the same contractor. ONLY WHITE BACKGROUND) 33. All drainage structures must be constructed per Florida Department of Transportation Road Design Standards. All drainage Ptak Hole � � M �; N 13. Type of sod used to restore area in right of way shall be coordinated with right of way owner. BLACK BORDER 5 /t!' t -t/4" LJJ W O structures must have a minimum interior floor space area of 10 square feet (except underdrain inspection boxes). $255 FINE /7 � Min. 4 Required � �/ iJJ & LETTERS BOTTOM OF THE SIGN) Q F.S. 318.18 ( n 14. No stockpiling of material in roadway or on sidewalk; all dim and debiris will be removed from job site daily. Roads and �'�/ I.L J L.V installed odes or within the WHITE BACKGROUND 34. All backfill over any pipe (storm sewer, water line, sanitary sewer) that is to be u Bail as of Bail clean-up. Non Skid sidewalk to be swept y part y RW O H embankment, etc. of the roadway is to be compacted per Florida Department of Transportation Specifications. Pattern W • woE •mArrTC BLUE z � n, a1RIPE Required � P q l 1 M (n f traffic will �� 1 I• 000 W LL! 15. At least one lane o be open at all times. Whenever troffiic is reduced to one lane, 'flagmen' and "flagmen TRAFFIC trnrrtEi NOTE: „ F 35. All waterlines 4' and larger shall be AWWA C -900 DR 18. All waterlines less than 4" shall be ASTM D2241 -05, SDR 21. in o SANITARY iJJ ahead' signs will be utilized. Appropriate barricades and "construction ahead" signs shall be utilized per FOOT manual traffic ALL LETTERS - 1' SERIES 'C' v A Water lines shall be blue in color. control through work zone. + 12' GALVANIZED U- CHANNEL POST' RING -HALF PLAN o o a o v o N � 0 � WIDE TRAFFIC wirrE 2.5 a S E W E R O •� ( LBS PER FOOT SPEC.) pavement. sma•E TYPICAL manhole rim elevations to match asphalt � V 36. All sanitary sewer p sma0: <> (TYPICAL) o ` Required o 0 0 0 0 16. No street shall be closed without the written permission of the City off Clearwater traffic division. At least 48 hour advance �w,m NOTES = - � coordination is required. b CAL) `� � 1. Where roadway base Is o 0 I � F � m 37. Contractor to verify the elevation of existing pavement and structures before beginning any construction activity. Notify L P io � 23" 8' or thicker, use 9' �/ m C ion. ring. G in elevat of discrepancies Engineer any r g 17. An omion of the roadwa that sustains excessive construction related damage, in the opinion of the Ci of Clearwater a• a• i +. •'. • � LL Y P Y tY e •I I 2.Manufacturers model f 6 o 0• � Q i •'s• 8'X NR 2'-6' CO C ETE MASS •r shall be repaired t i+. �'. Machin a the coot expense "n i *A Machined Highway Department, rectors r a manner C of Cie rw Highway Surfers specified ° °ter SOLJD COVER by ty storm stn r 38. All sanitary sewer mains laterals and force mains shall have a minimum of 36 inches of cover. and cow to � De ammant. 4.,%... ',;,9'•+ •':'' I Ir FINISH TOP OF MASS LEVEL "� p , , . be approved by City Engineer. \" 5' -0' • i • I WITH A FR RATS WASH SLIGHT ED AS Z � f min to 22 -3/4' U - w r con or to ASTM D3034 SDR 26. PVC sa e 39. All sanita sewer shall be PVC sewer conforming pipe 9 gravity ry pipe pipe 18. The contractor shall rovide erosion control measures and indicated on Iona. APPROXIMATELY t I- n in c tor. P the p �- ri:, , a: " -III /2 ABOVE ; ASTM D3034 SDR -35 may be used only where specifically called for in the plans. Sanitary sewer pipe shall be gree o . •.I I [a 0 Lt7 - y LEVEL OF TURF /SOD. � J O r i for work within f r 19. Maintenance of T off c the C' o Clearwater Right-of-way a in shall b accordance with FOOT Index I I , dY performed - WWA R 18. All force mains less than 4' shall be ASTM M 40. All sanitary sewer force mains 4' and larger shall be A C-900, D - �+ RING - SECTION 602 603, 605 & 660. Lana closures elan Poinsettia Ave shall not occur Burin the peak hour eriods of 7 to 9 � r , D2241 -05 SDR 21. Sanitary sewer force mains shall be seen in color. #600, # � � � 9 g P I .I I I Machined Surface �+ • 9 am and 4 to 6 pm. X. (TYWCAL) I I- '•.I I °: Minimum weight T 232 lbs. Q 41. Points of connection for the sanitary sewer lines are to be coordinated with the building plumbing plans. Sanitary service I t2' -o' I s -o• I ,r -� 41 -1 4.) r a• 9' 278 lbs. SOLID COVER SECTION ` connection locations shown on these plans are approximate. 20. The construction of pavement within existing or proposed City of Clearvvater right -of -way must meet City of Clearwater za._p . � Minimum Weight t28 lbs. T criteria. The construction of pavement within existing or proposed City of Clearwater right -of -way must meet the following criteria; •r SANITARY SEWER MANHOLE COVER asphaltic concrete: pc -1 (27, base: 8' FOOT certified compacted density tr0 98% maximum density, as determined by AASHTO 42. If dewatering is concjucted during construction, the contractor is responsible for the design, installation, operation, and T -180, subbase: 12' stabilized to 40 LBR and compacted to 98X maximum dens' as determined b AASFRO T -180. NOTE: , • A • ;r , • m subsequent removal of dewatering systems and their safety and conformity with local codes and regulations. density Y All pavement markings to be thermoplastic. CITY awlx N0' �' r OF s N.T.S. 43. All driveways are granted for the use of the property owner. Maintenance of driveways from the edge of the road pavement TYPICAL DOUBLE ACCESSIBLE PARKING STALL -1,�� to the right -of -way line, including that portion of any sidewalk within the driveway, is the responsibility of the property owner. OWNER'S INSTRUCTIONS FOR MAINTENANCE AND CITY INDEX N0. 118: 2 OF 2 TYPICAL ACCESSIBLE INSPECTION OF STORMWATER FACILITIES N.T.S. SIGN DETAIL SANITARY SEWER SYSTEM NOTES The entire storm water system should be inspected on at least °semi- annwal basis. This should include a visual inspection of the 1. Leakage testing shall demonstrate no measurable infiltration or axfiltrotion to the satisfaction of the City and witnessed by the pond, pond banks, bleed -down orifices, other control structures, and discharge pipes. These should be kept free of debris and CITY INDEX N0. 119. 1 OF 1 engineer. Also there shall be no visual indication of leakage. cleaned on a frequency as required to keep them functional, as designed. Allowing /clearing around the structures may be required N.T.S. to prevent vegetation from clogging them. 2. Line tamping will be required to be performed by the contractor and witnessed by the engineer and owner /operator. A tv Sediment sums if designed and installed, should have sediment removed asi necessary to allow them to efficient) remove inspection may also be required by the utility. suspended particles. They should be re -dug to the original design specifications, if siled in. y 3. The contractor shall provide at his own expense all necessary test pumping equipment, water, water meters, pressure gauges, and other equipment, material and facilities required for all testing. Contractor shall contact the engineer, owner /operator and For underdrain treatment ponds /awoles, the owner of the facility shall inspect the pond bottom periodically after heavy rainfall utility in written form, at least forty -eight (48) hours ,in advance of proposed testing. The contractor shall perform satisfactory events to check for persistent pending or pooling of water. All large debris shall be removed and disposed of elsewhere. The underdrain area shall also be maintained clear of vegetation. If omdin ersiets, i.e., in excess of 72 hours, the owner o p o CLEANWT PLUG NOTE: geanout Plug Cover To Be pre testing prior to notification. prolonged P 9 P CHARLOTTE Pips And Foundry Company U.S. Foundry 7623 Or Equal. • shall flush the underdrain system. If required, the underdrain shall be remowed and replaced with new underdrain as directed by a 2Non- Penetrating Pam No. 108 Or Equal 4. The contractor shall provide vertical and horizontal "as- built" information relative to all constructed utilities and structures. licensed civil engineer. � 24" As -built information shall include, but not be limited to, the following: Pick Holes o D v Q o � a CLEANOUT PLUG NOTE: Clsanout Plug Cover To Be � X% Specific conditions of all permits may require additional maintenance activities above and beyond those outlined above. Please be a 0 v CHARLOTTE Pipe And Foundry Company U.S. Foundry 7823 Or Equal. � � a. Locations and inverts of all gravity sewer lines, manholes, clean -outs, and service laterals and rim elevation of all manholes. aware of all permit conditions as issued by regulatory agencies to ensure permit compliance. � 0 0 0 0 Part No. t06 Or Equal b. Horizontal and vertical data for any construction which deviates from the approved engineering plane. d. 0 0 0 0 0 D OD N � c. Distances of sewer line laid from manhole to manhole and /or clean -out with ties to laterals. Concrete Pad e' FEMALE ADAPTER W • Ni � 0 0 0 o Thick x 1' -6' Sq. CHARLOTTE Pipe And Foundry Company y'+ � 0 0 a Pam No. 107 or Equd WATER MAIN LOCATION NOTES � 25 3/4" n o o FEMALE ADAPTER � Z y pM 0 o Thick xt 1 P 8' 8' Pipe And Foundry Company 0 W :21,) 5y, CHARLOTTE 'Water mains" shall mean mains, including treatment lent process i rn Conveying either raw, treated, or finished Pam No. tot Or Equal - � P P P 9. partially 29 1 /2" � (' �� I drinking water, fire hydrant leads; and service lines that are under the control of a public water systems and that have an inside diameter of three inches or greater. TWO-WAY CLEANWi 6" or 8'- 7/B Band Z � RING - SECTION CHARLOTTE Pipe And Foundry Company °� W � or 1. Horizontal Separation Between Underground Water Mains and Sanitary or Storm Sewers, Wastewater or Stormwater Force Mains, SOLID COVER Pam No. 418 or Equal 0 � > �N Reclaimed Water Pipelines, and On -Site Sewage Treatment and Disposal Systems. Weight 85 lbs. s Swer Lateral (a) New or relocated, underground water mains shall be laid to provide a horizontal distance of at (east three feet between the � 25112- � � Plug � Z y E X outside of the water main' and the outside of any existing or proposed storm sewer, stormwater force main, or pipeline conveying NOTES o v W reclaimed water regulated under Pam III of chapter 62 -610, F.A.C. 1. U.S. Foundry No. 117 Ring And BL Cover, Or Equal. �^ C � e a L` (b) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least ten feet, between the Sewer Main-/ outside of the water main and the outside of any existing or proposed vacuum -type sanitary sewer. � STANDARD CLEAN OUT (SANITARY) STANDARD TERMINAL END CLEAN OUT (SANITARY) O Z CO) o SOLID COVER SECTION err xoIX Na era; , OF z an eroEx Na 3oar z OF z mmi I (c) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least ten feet, between the N.T.S. N.T.S. Well! � Z Z � outside of the water main and the outside of any existing or proposed gravity -or pressure -type sanitary sewer, wastewater force Weight 120 lbs. ■ ■ ■. W � � main, or pipeline conveying reclaimed water not regulated under Pam III of Chapter 62 -610, F.A.C. (d) Now or relocated, underground water mains shall be laid to provide a horizontal distance of at least ten feet between the NONE Otj ' outside of the water main' and all puma of any existing or proposed "on-site sewage treatment and disposal system" as defined SANITARY SEWER MANHOLE C 0 VE R � � v in Section 381.0065(2), F.S., and Rule 64E- 6.002, F.A.C. NONE % N c 2. Vertical Separation Between Underground Water Mains and Sanitary or Storm Sewers, Wastewater or Stormwater Force Mains, CAST IRON and Reclaimed Water Pipelines. CITY INDEX N0. 301; 2 OF 2 ■ ■ ■ ■ � M d (a) New or relocated, underground water mains crossing any existing or proposed stormwater force main or reclaimed water N.T.S. main or storm sewer or shall be laid so that the outside of the water main is at least 12 inches above or at (east 12 inches below the outside of the other pipeline. However, it is preferable to lay the water main above the other pipeline. (b) New or relocated, underground water mains crossing any existing or proposed gravity- or vacuum- or pressure-type sanitary sewer, wastewater force main or stormwater force main, or pipeline conveying reclaimed water shall. be laid so the outside of the water main is at least 18 inches above or below the outside of the other pipeline. However, it is preferable to lay the water main above the other pipeline. (c) At the utility crossings described in paragraphs (a) and (b) above, one full length of water main pipe shall be centered above or below the other pipeline so the water main joints will be as for as possible from the other pipeline. 3. Separation Between Water Mains and Sanitary or Storm Sewer Manholes. (a) No water main shall pass through, or come into contact with, any port of a sanitary sewer or storm manhole. COPYRIGHT 2013 S ALL RIGHTS RESERVED H Landon, Morse & Associates, Inc. E C Anyone copying this document in any manner without the expressed consent of LANAON, MORES & ASSOC /AYES, INC. E C shall be prosecuted to the full extent of the law. DO NOT COPY OR REPRODUCE T OF V CONSTRUCTION TECHNICAL SPECIFICATIONS WATER SYSTEM NOTES 1. All construction shall conform to the minimum standards set down in the City of Clearwater land development code, zoning, 1. New or altered water mains included in this project shall be installed in accordance with applicable AWWA standards, the utility companies standards and in accordance with manufacturer's recommended procedures. Asphaltic Concrete patch to be 2" min. Z and /or related ordinances as applicable. thickness or match existing for thickness � O 2. Prior to construction commencement, the Contractor shall obtain from the Engineer and/or Developer copies of all pertinent 2. All water main tees, bends, plugs, and hydrants installed under this project shall be provided with restrained joints to prevent in excess of 2" Patch shall be Type S -1, If this point is •• Q U permits and approvals relgted to this project. It is the contractor's responsibility to properly post all permits on -site and to movement. unless otherwise eciRed. 4' Min. within 4' of on assure all construction activities are in compliance with the conditions of all permits and approvals 3. All water main pipe, pipe fittings, pipe joint packing and jointing materials, valves, fire hydrants, and meters installed under Patch Mill and Resurface fu // Monolithic Slab existing jainF, � � 3. The contractor shall obtain a copy of The City of Clearwater specifications and fully familiarize himself with the contents of this project shall conform to applicable American Water Works Association I(AWWA) standards. these specifications. In the event that a discrepancy occurs between these plans and the specifications, the specifications shall width of street ov, then rep /ace to SECTION A -A T+2' (8" Min. Replace Base / /on itud/no/ 3,000 psi the joint. q �5e � Z take precedence, unless otherwise directed by the engineer in writing. The contractor shall keep a copy of the specifications on 4. All water main pipe and pipe fittings installed under this project shall be color coded or marked in accordance with FTber Mesh Normal Valley Gutter Curb Section !� e� � Z Compacted Thickness) rns o. o ions Construction Joint q O tr O subparagraph 62- 555.320(21)(b)3, F.A.C., using blue as a predominant collar. (Underground plastic pipe will be solid -wall blue oncre a See Index 101 s•'h o i LU W U the job site at all times. co-extruded Permuted (Typ) rat Ss .�.jP W pipe, will wall; and underground blmetaldort ¢ oncrete rt will will hav white bluebstrktespa with ied to then Pee incorporated estri into, ed Burin plied to, Na. • ., ,T•: - ; ,•.,:• Vp��ba` z m � PP PP P PP PP P 9 ( o > U.1 O manufacturing of the pipe will have continuous stripes that run parallel to the axis of the pipe, that are located at no greater ' • . ' n > ] � -1 K% * * \ than 90- degree intery als around the pipe, and that will remain intact Burling and after installation of the pipe. If tape or paint T * � '•' ' •• • :• •..•" T.......7-.7-.- Q D CONSTRUCTION NOTES • . ' 77;, e is used to stripe pipe during installation of the pipe, the tape or paint will) be applied in a continuous line that runs parallel to •' • ' A C 6 "R (Typ) � PW 2 W 1. All elevations are basQd on NAVD 88 datum. The contractor shall obtain a copy of the survey to verify this datum and also the axis of the pipe and that is located along the top of the pipe; for pipe with an internal diameter of 24 inches or greater, Existing Concrete • � � � 0 for determining Benchmark locations and elevations. tape or paint will be applied in continuous lines along each side of the pipe as well as along the top of the pipe. Above ground Replacement boss L Z � pipe will be painted blue or will be color coded or marked like underground pipe.) material shall be Undisturbed Exist SECTION B -B 0 Q 2. All existing information as provided by survey data prepared by George A Shimp, II do Associates, Inc. approved by the � BOA A B C � 0-0 • 5. Polyvinyl chloride plastic pipe (PVC) 4 " -12' shall conform to AWWA C -900 plastic pipe, and be National Sanitation Federation Engineer per City yy W U � WO_ 3. Any discrepancies between the engineering plans, architectural plans, or City of Clearwater Codes shall be brought to the a roved. The shall be class 150 DR18 Joints shall be rubber asketed conforming to AWWA C -900. All vc Artic% 22 12' Trench 12" 18' Trench 18" _ en loser s attention rior o construction. (NSF) PP pipe ( ) 9 P g p ( pipe shall bear the NSF logo for potable water. The pipe shall be blue ini color. s' Width 6" Min. Width Min. 2' 4. All practicable and necessary effort shall be taken during construction to control and prevent erosion and transport of 6. Provide adapters as required to join vc to t e, fittings and equipment of other materials. Varies Varies Z � sediment to surface drains and to lakes and also to conform with permit conditions. P pipe P P Undisturbed Trench Side � Undisturbed Trench Side Limits of concrete swala = Q 1' Limits of pay quantity � O � Compacted Compacted z N U 5. Plans are not valid for construction unless signed and sealed by a Professional Engineer Registered in Florida. 7. Ductile iron pipe (DIP) shall be minimum pressure class 350 (4' - 18' and conform to AWWA C -150. All ductile iron pipe Bock>7/ Bockfi// PLAN 0 � z shall have a standard thickness of cement mamas lining as specified in /4WWA C -104 pipe joints shall be of the push -on rubber id L ® - 6. Required tree barricades must remain intact throughout construction. Encroachment into or failure to maintain tree barricades gasket type conforming to AWWA C -111 T- fiickness 7= n •.•;�' �;m ,' � ' •. e • , n U = Cn will result in enforcement action which may include citations and /or permit revocation. 6' until W exceeds � NOTE: I-- W B. Fittings for ductile iron pipe and pvc C900 pipe shall be ductile iron and shall conform to AWWA C -110. of original 6; then T -8" O D I- 7. Silt fence to be installed around all areas of proposed construction. (FOOT Index No. 102. Type III) g. Blue polyethylene wrap used for corrosion prevention on ductile iron pipe shall conform to the requirements of ANSI /ASTM Base 4 Continuous Subject to City Engineers approval. � Q Q D1248. The minimum nominal thickness shall be 0.008 in. (B mils). Installation of poly wrap shall be in accordance with ASPHALT STREET AND OR /I/EWA Y � To be used only in unique situations. 1- U 8. The contractor shall adhere to the _Minimum Testing Frequency requirements of the agencies having jurisdiction over the AWWA c1os. REPLACEMENT REWIRED FOR CONCRETE REPLACEMENT REQU IRED N w Z U) project. UT/L /TY CONSTRUCT/ON FOR UT/L /TY CONSTRUCT/ON SECTION C -C `� Q 9. The contractor shall coordinate with the Geotechnical Engineer for any testing that may be required including, but not limited 10. Pipe installation for P vc pipe shall be in conformance with AWWA M23 ( latest edition). Installation for ductile iron pipe shall CONCRETE SWALE to, materials testing, asphalt, boas and sub -base testing, concrete testing, building pad testing, and utility trench testing. Copies be in conformance with AWWA G600 (latest edition) STREET AND DRIVEWAY REPLACEMENT FOR ~ Z � DETAIL of these tests shall be given to the Engineer for review. A final Signed and Sealed report containing all testing shall be given to 1= � ° w the Engineer after all testing has been completed. 11. All public water system components, excluding fire hydrants, that will coma into contact with drinking water shall conform C 0 N C R E TE 8C ASPHALTIC CONCRETE SURFACES VALLEY GUTTER CURB Z � to NSF international standard 61. � Q 10. The contractor shall coordinate with the agencies /inspectors having jurisdiction over the project to determine what CITY INDEX N0. 104. 1 OF 1 � 2 inspections will be required throughout the project. The contractor shall coordinate required inspections with the Developer and 12. All pipe and pipe fittings shall contain no more than B.OX lead, and any solder or flux used in this project shall contain no N.T.S. � CITY INDEX N O. 107; 1 OF 1 � Engineer. Z more than 0.2% lead. Z O 11. The contractor shall saw cut the existing edge of pavement prior to the removal of any curb or pavement and also prior to 13. All pvc water mains shall have continuous detector tape 12 - 18 inches above the main. Refer to specifications of the pavement tie -in. utility having jurisdiction for more detailed information. OU Q J including loss that will be under the control of a s Remove 'f 14. New or altered water mains, including fire hydrant leads and service I t Curb I Existin 12. Special care is to be taken so trees remain unharmed during construction. � � °� NOTE: only If public water system and that have an inside diameter of three inches or greater, shall be disinfected and bacteriologically .` tea i� 3' Transition wings Y Exist Cone Drive evaluated in accordance with rule 62- 555.340, FAC. And AWWA standard C651 latest edition Side Sr w R uln. _ ��• 13. Contractor shall furnish Landon, Morse &Associates, Inc. with one complete set of As -Built plans signed and sealed by a ( ) Qo Max Slope 12 12• Max Slope d�`P ltM surveyor upon completion of construction. t,�tvf� p1" T 6' 1 "� 15. Allowable leakage for ductile iron pressure mains will be in accordance with AWWA C600 (latest edition) d Back of Curb 14. Safe pedestrian traffic is to be maintained at all times. A A ' 16. Allowable leakage for pvc pressure mains will be in accordance with AWWA C605 (latest edition). Nan -NIp carless rogdra- r4• " ••:'• . '::''''• %,, .�;:• " %•: °•'.; ;�' 4• 6 men sw Noh 8. 0 � 15. No stockpiling of material in roadway or on sidewalk. All dim and debris shall be removed from job site daily. Roads and 1/2" Exp. Joint 1 2" Ex .Joint Q � O sidewalk to be swept daily as part of daily clean up. 17. The contractor shall provide at his own expense all necessary test pumping equipment, water, water meters, pressure + O`o� O�O, Z O ' gauges, and other equipment, material and facilities required for all hydrostatic and leakage testing. Contractor shall contact -- E TYPICAL DRIVEWAY CROSS SECTION ,y � e" N r- 16. All subsurface construction shall comply. with the "Trench Safety Act'. It shall be the Contractor's responsibility to insure the engineer, owner /operator and utility in written form, foray -eight (48) hours in advance of proposed testing. The contractor � o � � � � � that all construction is in compliance with the Occupational Safety and Health Administration (OSHA) Regulations. shall perform satisfactory, pre testing prior to notification. � I 's � O p ' Pr art R.O.W. Line � � c 4' Min Residential Street 1' City R W i . Center CV Z � O 17. The soil and sediment control devises shall be installed prior to construction, maintained throughout construction, and until 18. The water system shall be tested for leakage at 150 psi for two (2) hours, with allowable leakage in accordance with Q 0 5' Min Arterial Street 2' County R °f � � � N O r U the site is permanently stabilized. above standards. � Conc. Sidewalk M iv 1 Sfa // � U v � I � B B 1/4' per Foot (n p � rNp U 18. All sodded slopes over 4:1, shall be installed with sod pegs. 19. Contractor shall obtain a copy of the FDEP water system permit and pull bacteriological testing samples from the sample � PLAN VIEW � N Z points specified in the permit. 19. Contractors shall test slopes steeper than 4:1 for stability. If it is determined that slope will need to be stabilized beyond """'•�. ••`'°`°' "'� �'� "•� NOTE: p Q sod secured with pegs, the contractor shall submit a stabilization plan utilizing geoweb or equivalent submitted to engineer for 20. Prior to the connection to any existing main, the proposed water maiin shall be disinfected, have the utility companies, and 3000 psi concrete 4' thick. Coast. 6' CONCRETE TO BE 3,000 PSI, WITH FIBER MESH REINFORCING. a J Q J � M approval. Material shall be installed per manufacturer's uidelines, engineer approved pressure testing and have FDEP clearance. Refer to FDEP permit for any additional requirements. '•�'; *•'•�;; :, Back of Curb � LL U .J P 9 thick at driveways with 6 "x 6'/10x10 20. All curb installation to be in accordance with FOOT Index 300 with minimum 3,000 PSI concrete. Sons -tube compressive 21. The contractor shall provide vertical and horizontal 'as- built' information relative to all constructed utilities and structures. NOTES: � � 2-1/2" min � � 2' min � � � I � # SECTION B -B welded wire fabric. (See note 7.) � As -built information for the watersystem shall include, but not be limited to, the following: 7. Provide faded plots at distances matching the width. Also samples will be taken at 7 day intervals and 28 day intervals with 1 cylinder as backup hold cylinder (total of 3 cylinders to be place expansion prof, at driveways. � C � qv) � cast) a. Location of all valves, fittings, hydrants and services. 2. If some physical obstruction exists which prevents the placing � iv �- I o' 3 v � b. Location of the water main tied horizontally to the back of curb or edge of pavement. of sidewalks as .horn, contact the Engineering Division for \ N 21. Minimum pavement slope shall be 0.5%. Any areas of pending shall be repaired at the Contractors expense. c. Documentation as to the system meeting the minimum cover requiremernts. alternate location. Remove entire Curb and Replace as Part of Sidewalk Ramp. iv j iv N � .&_- o � 3. Wooden and other spacers will not be permitted In sidewalks or d. Horizontal and vertical data for any construction which deviates from the approved engineering plans. says \ � \ __L p Q U H � 22. Disturbed area within the right -of -way will be compacted to 100X of maximum density and sodded. Type of sod used to 4. No coatings of any kind veal be permitted on concrete � • I I __L � NOTES: restore the right -of -way shall be coordinated with the right-of-way owner. POINSETTIA AVE $BAY ESPLANADE RJW CONSTRUCTION NOTES sidewalks or drlwray. without specific approval of the city Engineer. 12° Textured Surface O a • 1. WHEEL STOPS 7t7 BE PLACED 2' BAQY, 5. All eonasia shall be 3000 pet rata. O 28 days, with fiber 1 "v Max Slope � � AS SHOWN ABOVE. CENTERED IN 7HE 23. Signs, pavement markings and barricades shall be accordance with the US Dept. of Transportation's "Manual on Uniform 1. All right -of -way installations will be in accordance with practices referenced in the State of Florida Utilities Accommodations mesh reinforcing. • •. "•' PARKING STALL Traffic Control Devices" and the Florida Dept. of Transportation's Roadways and Traffic Design Standards" Indexes 600 thro ugh 670 Manual. s. Canasta surface to be light broom finish. •: s•.,,:,; ,.,' . � • ' •' ' � � ' .1'. Remove to an 7. Canaria drivway construction shall be e' thick r 8'x 6• /(0x10 2. WHEEL STLioS CAN BE PA /NTED IN A (latest edition). welded sire fable rainfaresmsnt `1/2' Expansion Joint even joint or sawcut 2. All design and construction must conform to the minimum standards stet down in the City of Clearwater land development, 7-3/4- � #3 Bar 7-1/2" #'3 Bar CONTRASTING L1G1LOfi SUCH AS B. Ramps shall have a tactile ourfac0. textured to a depth not 24. All right -of -way installations shall comply with the State of Florida Utilities Accommodations Guide. zoning and /or related ordinances, and minimum testing frequency requirements. exceeding t /a' by use or tom or sonar h conformance with Typical T ical GRAY YELLOW 014 BLACK. requirements of FTJOT Roadway and Traffic Daslpi Standards. SECTION A -A TYPE A TYPE C YP BLUE SffALL BE USED FOR HANDICAP 25. The location do elevation of existing utilities are approximate as shown and it is the contractors responsibility to determine 3. Signs and barricades shall be in accordance with the US Department of Transportation's 'Manual on Uniform Traffic Control Dstan 304 or most recent modifications. PARKING STALLS the exact location and elevation of the utilities prior to construction in their vicinity. Prior to utility construction. Engineer shall be Devices and the Florida Department of Transportation's "Design Standards' Indexes 60D rasa 670 (latest editions). TYPICAL SIDEWALK CONSTRUCTION &RAMP DETAIL WHEEL STOPS REINFORCED CONCRETL� noted of any -discrepancies in utility alo:°atians or locations:- Deviations from the -approved plan without the Engineers approval 4 Safe pedestrian traffic is to be maintained at all times. will be subject to relocation at the Contractor's expense. CITY INDEX NO. 109; 1 OF 3 CITY INDEX N0. 117; 1 OF 1 26. The Contractor shall be responsible for verifying the location of all utilities whether or not they are indicated on these plans 5. Any sidewalk which becomes undermined must be removed and replaced. Sidewalks are to be reconstructed within (3) days N.T.S. N.T.S. and shall notify all utility owners a minimum of 48 hours in advance of construction commencement. after removal. When existing sidewalk is removed, it is to be removed to the nearest joint. 27. All underground utilities must be installed before base &surface course are constructed. S. Place expansion joints where 4" and 6' concrete abut. C ' 28. All pipe lengths are plus or minus and are measured to center of structures. 7. Saw cut existing edge-of-pavement prior to removal of curb. � v 29. Conflicts between water, storm and underdrain systems to be resolved by adjusting water lines as necessary. B. Place expansion joint between back -of -curb and concrete driveway. 30. The contractor shall use extreme caution when connecting proposed storm sewer, sanitary sewer and water mains to existing 9. Compaction for driveway backfill shall comply with AASHTO T -99 (100X;). STANDARD PRE-PAINTED �"�, _,.. � J DISABLED PARKING SIGN sl�,,.:•:r WHITE BORDER mains or structures. Any damages caused shall be the contractors responsibility, Ac�lstt: PARKING sPArx: SIGNS ON t /e` THICK 5HtFr �: ':�'`�' � 8 SYMBOL (TOP OF THE SIGN) e� 10. Disturbed area within the right of way will be compacted to 100% of o standard T -99 proctor and sodded. % SEE INDEX N0. „a � ALUMINUM ��`; '';:'�' -•_ BLUE BACKGROUND � � .,�� M 31. Subdivision roadway will be privately owned, but the water mains will be part of the public water distribution system and the - �:.. ��''t 11. Do not disturb existing underdrain or storm ff filtration bell is disturbed, contact the City of Clearwater inspector � �� " "�`" 1 w newer mains will be part of the public sanitary sewer collection system. systems. PARKING BY � � � � for assistance. 32. The contractor shall remove all abandoned utility lines, pipes, structures and other subterranean objects to a minimum depth CONC. wALrr RAMP OoyM RAMP DOaM caNa wArx iie SABLED ro BLACK BORDER � do LETTERS (MIDDLE OF THE SIGN) � � 5, 12. Restoration of curb, street, driveways and placement of sod shall be completed prior to excavation staining in another area SEE wIX N0. ,oe sEt: INDEX N0. ice PERMIT � • ---%U) d. of four (4) feet below grade, or as otherwise directed by the engineer. by the same contractor. ONLY WHITE BACKGROUND) 33. All drainage structures must be constructed per Florida Department of Transportation Road Design Standards. All drainage Ptak Hole � � M �; N 13. Type of sod used to restore area in right of way shall be coordinated with right of way owner. BLACK BORDER 5 /t!' t -t/4" LJJ W O structures must have a minimum interior floor space area of 10 square feet (except underdrain inspection boxes). $255 FINE /7 � Min. 4 Required � �/ iJJ & LETTERS BOTTOM OF THE SIGN) Q F.S. 318.18 ( n 14. No stockpiling of material in roadway or on sidewalk; all dim and debiris will be removed from job site daily. Roads and �'�/ I.L J L.V installed odes or within the WHITE BACKGROUND 34. All backfill over any pipe (storm sewer, water line, sanitary sewer) that is to be u Bail as of Bail clean-up. Non Skid sidewalk to be swept y part y RW O H embankment, etc. of the roadway is to be compacted per Florida Department of Transportation Specifications. Pattern W • woE •mArrTC BLUE z � n, a1RIPE Required � P q l 1 M (n f traffic will �� 1 I• 000 W LL! 15. At least one lane o be open at all times. Whenever troffiic is reduced to one lane, 'flagmen' and "flagmen TRAFFIC trnrrtEi NOTE: „ F 35. All waterlines 4' and larger shall be AWWA C -900 DR 18. All waterlines less than 4" shall be ASTM D2241 -05, SDR 21. in o SANITARY iJJ ahead' signs will be utilized. Appropriate barricades and "construction ahead" signs shall be utilized per FOOT manual traffic ALL LETTERS - 1' SERIES 'C' v A Water lines shall be blue in color. control through work zone. + 12' GALVANIZED U- CHANNEL POST' RING -HALF PLAN o o a o v o N � 0 � WIDE TRAFFIC wirrE 2.5 a S E W E R O •� ( LBS PER FOOT SPEC.) pavement. sma•E TYPICAL manhole rim elevations to match asphalt � V 36. All sanitary sewer p sma0: <> (TYPICAL) o ` Required o 0 0 0 0 16. No street shall be closed without the written permission of the City off Clearwater traffic division. At least 48 hour advance �w,m NOTES = - � coordination is required. b CAL) `� � 1. Where roadway base Is o 0 I � F � m 37. Contractor to verify the elevation of existing pavement and structures before beginning any construction activity. Notify L P io � 23" 8' or thicker, use 9' �/ m C ion. ring. G in elevat of discrepancies Engineer any r g 17. An omion of the roadwa that sustains excessive construction related damage, in the opinion of the Ci of Clearwater a• a• i +. •'. • � LL Y P Y tY e •I I 2.Manufacturers model f 6 o 0• � Q i •'s• 8'X NR 2'-6' CO C ETE MASS •r shall be repaired t i+. �'. Machin a the coot expense "n i *A Machined Highway Department, rectors r a manner C of Cie rw Highway Surfers specified ° °ter SOLJD COVER by ty storm stn r 38. All sanitary sewer mains laterals and force mains shall have a minimum of 36 inches of cover. and cow to � De ammant. 4.,%... ',;,9'•+ •':'' I Ir FINISH TOP OF MASS LEVEL "� p , , . be approved by City Engineer. \" 5' -0' • i • I WITH A FR RATS WASH SLIGHT ED AS Z � f min to 22 -3/4' U - w r con or to ASTM D3034 SDR 26. PVC sa e 39. All sanita sewer shall be PVC sewer conforming pipe 9 gravity ry pipe pipe 18. The contractor shall rovide erosion control measures and indicated on Iona. APPROXIMATELY t I- n in c tor. P the p �- ri:, , a: " -III /2 ABOVE ; ASTM D3034 SDR -35 may be used only where specifically called for in the plans. Sanitary sewer pipe shall be gree o . •.I I [a 0 Lt7 - y LEVEL OF TURF /SOD. � J O r i for work within f r 19. Maintenance of T off c the C' o Clearwater Right-of-way a in shall b accordance with FOOT Index I I , dY performed - WWA R 18. All force mains less than 4' shall be ASTM M 40. All sanitary sewer force mains 4' and larger shall be A C-900, D - �+ RING - SECTION 602 603, 605 & 660. Lana closures elan Poinsettia Ave shall not occur Burin the peak hour eriods of 7 to 9 � r , D2241 -05 SDR 21. Sanitary sewer force mains shall be seen in color. #600, # � � � 9 g P I .I I I Machined Surface �+ • 9 am and 4 to 6 pm. X. (TYWCAL) I I- '•.I I °: Minimum weight T 232 lbs. Q 41. Points of connection for the sanitary sewer lines are to be coordinated with the building plumbing plans. Sanitary service I t2' -o' I s -o• I ,r -� 41 -1 4.) r a• 9' 278 lbs. SOLID COVER SECTION ` connection locations shown on these plans are approximate. 20. The construction of pavement within existing or proposed City of Clearvvater right -of -way must meet City of Clearwater za._p . � Minimum Weight t28 lbs. T criteria. The construction of pavement within existing or proposed City of Clearwater right -of -way must meet the following criteria; •r SANITARY SEWER MANHOLE COVER asphaltic concrete: pc -1 (27, base: 8' FOOT certified compacted density tr0 98% maximum density, as determined by AASHTO 42. If dewatering is concjucted during construction, the contractor is responsible for the design, installation, operation, and T -180, subbase: 12' stabilized to 40 LBR and compacted to 98X maximum dens' as determined b AASFRO T -180. NOTE: , • A • ;r , • m subsequent removal of dewatering systems and their safety and conformity with local codes and regulations. density Y All pavement markings to be thermoplastic. CITY awlx N0' �' r OF s N.T.S. 43. All driveways are granted for the use of the property owner. Maintenance of driveways from the edge of the road pavement TYPICAL DOUBLE ACCESSIBLE PARKING STALL -1,�� to the right -of -way line, including that portion of any sidewalk within the driveway, is the responsibility of the property owner. OWNER'S INSTRUCTIONS FOR MAINTENANCE AND CITY INDEX N0. 118: 2 OF 2 TYPICAL ACCESSIBLE INSPECTION OF STORMWATER FACILITIES N.T.S. SIGN DETAIL SANITARY SEWER SYSTEM NOTES The entire storm water system should be inspected on at least °semi- annwal basis. This should include a visual inspection of the 1. Leakage testing shall demonstrate no measurable infiltration or axfiltrotion to the satisfaction of the City and witnessed by the pond, pond banks, bleed -down orifices, other control structures, and discharge pipes. These should be kept free of debris and CITY INDEX N0. 119. 1 OF 1 engineer. Also there shall be no visual indication of leakage. cleaned on a frequency as required to keep them functional, as designed. Allowing /clearing around the structures may be required N.T.S. to prevent vegetation from clogging them. 2. Line tamping will be required to be performed by the contractor and witnessed by the engineer and owner /operator. A tv Sediment sums if designed and installed, should have sediment removed asi necessary to allow them to efficient) remove inspection may also be required by the utility. suspended particles. They should be re -dug to the original design specifications, if siled in. y 3. The contractor shall provide at his own expense all necessary test pumping equipment, water, water meters, pressure gauges, and other equipment, material and facilities required for all testing. Contractor shall contact the engineer, owner /operator and For underdrain treatment ponds /awoles, the owner of the facility shall inspect the pond bottom periodically after heavy rainfall utility in written form, at least forty -eight (48) hours ,in advance of proposed testing. The contractor shall perform satisfactory events to check for persistent pending or pooling of water. All large debris shall be removed and disposed of elsewhere. The underdrain area shall also be maintained clear of vegetation. If omdin ersiets, i.e., in excess of 72 hours, the owner o p o CLEANWT PLUG NOTE: geanout Plug Cover To Be pre testing prior to notification. prolonged P 9 P CHARLOTTE Pips And Foundry Company U.S. Foundry 7623 Or Equal. • shall flush the underdrain system. If required, the underdrain shall be remowed and replaced with new underdrain as directed by a 2Non- Penetrating Pam No. 108 Or Equal 4. The contractor shall provide vertical and horizontal "as- built" information relative to all constructed utilities and structures. licensed civil engineer. � 24" As -built information shall include, but not be limited to, the following: Pick Holes o D v Q o � a CLEANOUT PLUG NOTE: Clsanout Plug Cover To Be � X% Specific conditions of all permits may require additional maintenance activities above and beyond those outlined above. Please be a 0 v CHARLOTTE Pipe And Foundry Company U.S. Foundry 7823 Or Equal. � � a. Locations and inverts of all gravity sewer lines, manholes, clean -outs, and service laterals and rim elevation of all manholes. aware of all permit conditions as issued by regulatory agencies to ensure permit compliance. � 0 0 0 0 Part No. t06 Or Equal b. Horizontal and vertical data for any construction which deviates from the approved engineering plane. d. 0 0 0 0 0 D OD N � c. Distances of sewer line laid from manhole to manhole and /or clean -out with ties to laterals. Concrete Pad e' FEMALE ADAPTER W • Ni � 0 0 0 o Thick x 1' -6' Sq. CHARLOTTE Pipe And Foundry Company y'+ � 0 0 a Pam No. 107 or Equd WATER MAIN LOCATION NOTES � 25 3/4" n o o FEMALE ADAPTER � Z y pM 0 o Thick xt 1 P 8' 8' Pipe And Foundry Company 0 W :21,) 5y, CHARLOTTE 'Water mains" shall mean mains, including treatment lent process i rn Conveying either raw, treated, or finished Pam No. tot Or Equal - � P P P 9. partially 29 1 /2" � (' �� I drinking water, fire hydrant leads; and service lines that are under the control of a public water systems and that have an inside diameter of three inches or greater. TWO-WAY CLEANWi 6" or 8'- 7/B Band Z � RING - SECTION CHARLOTTE Pipe And Foundry Company °� W � or 1. Horizontal Separation Between Underground Water Mains and Sanitary or Storm Sewers, Wastewater or Stormwater Force Mains, SOLID COVER Pam No. 418 or Equal 0 � > �N Reclaimed Water Pipelines, and On -Site Sewage Treatment and Disposal Systems. Weight 85 lbs. s Swer Lateral (a) New or relocated, underground water mains shall be laid to provide a horizontal distance of at (east three feet between the � 25112- � � Plug � Z y E X outside of the water main' and the outside of any existing or proposed storm sewer, stormwater force main, or pipeline conveying NOTES o v W reclaimed water regulated under Pam III of chapter 62 -610, F.A.C. 1. U.S. Foundry No. 117 Ring And BL Cover, Or Equal. �^ C � e a L` (b) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least ten feet, between the Sewer Main-/ outside of the water main and the outside of any existing or proposed vacuum -type sanitary sewer. � STANDARD CLEAN OUT (SANITARY) STANDARD TERMINAL END CLEAN OUT (SANITARY) O Z CO) o SOLID COVER SECTION err xoIX Na era; , OF z an eroEx Na 3oar z OF z mmi I (c) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least ten feet, between the N.T.S. N.T.S. Well! � Z Z � outside of the water main and the outside of any existing or proposed gravity -or pressure -type sanitary sewer, wastewater force Weight 120 lbs. ■ ■ ■. W � � main, or pipeline conveying reclaimed water not regulated under Pam III of Chapter 62 -610, F.A.C. (d) Now or relocated, underground water mains shall be laid to provide a horizontal distance of at least ten feet between the NONE Otj ' outside of the water main' and all puma of any existing or proposed "on-site sewage treatment and disposal system" as defined SANITARY SEWER MANHOLE C 0 VE R � � v in Section 381.0065(2), F.S., and Rule 64E- 6.002, F.A.C. NONE % N c 2. Vertical Separation Between Underground Water Mains and Sanitary or Storm Sewers, Wastewater or Stormwater Force Mains, CAST IRON and Reclaimed Water Pipelines. CITY INDEX N0. 301; 2 OF 2 ■ ■ ■ ■ � M d (a) New or relocated, underground water mains crossing any existing or proposed stormwater force main or reclaimed water N.T.S. main or storm sewer or shall be laid so that the outside of the water main is at least 12 inches above or at (east 12 inches below the outside of the other pipeline. However, it is preferable to lay the water main above the other pipeline. (b) New or relocated, underground water mains crossing any existing or proposed gravity- or vacuum- or pressure-type sanitary sewer, wastewater force main or stormwater force main, or pipeline conveying reclaimed water shall. be laid so the outside of the water main is at least 18 inches above or below the outside of the other pipeline. However, it is preferable to lay the water main above the other pipeline. (c) At the utility crossings described in paragraphs (a) and (b) above, one full length of water main pipe shall be centered above or below the other pipeline so the water main joints will be as for as possible from the other pipeline. 3. Separation Between Water Mains and Sanitary or Storm Sewer Manholes. (a) No water main shall pass through, or come into contact with, any port of a sanitary sewer or storm manhole. COPYRIGHT 2013 S ALL RIGHTS RESERVED H Landon, Morse & Associates, Inc. E C Anyone copying this document in any manner without the expressed consent of LANAON, MORES & ASSOC /AYES, INC. E C shall be prosecuted to the full extent of the law. DO NOT COPY OR REPRODUCE T OF b LoL70AG FRAME & COMM wNr AIR a cos nwr INTERCEPTOR CELL SIZING CHART faa a� COFEIP fa p°q Aa r-6° OR LARGER GALLON T A B c D E LWADFIPA MG cAPAaIY 1;� >so 7,-o• 4 =a• r-B• s -r r -n' A 1' e ..• 1.; .. - 5'-0: - - - t Y. :.. 3000 PSI 2x2 x6 Concrete 0 11 • :.-: faQD 9' a' Y Y' 4' r 3' f0' Pad with 6x6 W.W.F. -1 2� MOTES: m r,.:w '" .as•_r''`'jss•: Pavements` (MINI 1 �svxir ann, av�cs ... . ;.. . ...;. - .•, . .. ounEr %ii 1?50 s =o' 3=0' Y -Y• 5=Y' 4 =fo' 1. IXIENSIaN oN vALVE BDDI 9WL BE SET so As Ta RESERVE i/2 CIF irE ADJUSI►O!r LENGTH FOR FURM USE. MO� � r _ -- --- - -- _.... -- - -- -- - - . - -° - . -- _ -. -- Flre Hvdrant Assembly /1 I A - - - - -_ -_ - - -_ . •.• ± ureaw,uw, nu, arwa. ee m, w N ,' ee wuev1 a ,w ,o ur wvwr- - . _� - •..• •� NRSi°EC7lQV T 1. ON HYDRANTS RMMND RUNOUT rI1? WE74 GENERAL N07Ear NSTALL r BRASS DERLUG F R TRACER N EE STORAGE. (YP•) tIJ H . • INSTALL Y PVC WITH PLUG Fos 7RAriR wzE SRORAGE LAST Two JOINTS MUST B RE5IRAIRED 18° Mtn. CtF,4R / /NILE 2° MAIN _. a. LorATOR WEE ACCESS - r (WHITE OR CRAY) s HEOu E e0 PVC• miss FORE ADAPTOR COUPLING AND 21 91%55 Pus; w/ RECESS Nur. (SEE DETAIL 403 SHEET 2 OF 2} 24' Max. BoX9c of Curb Z INLET OPEAlwc / OUTLET - - - - - 1. fie Interceptor system may consist of multiple o TERMINATE INSULATED. SOLID 12 SWINE COPPER TRACER WIRE AT TOP W/ A MINIMUM 12' OF EXTRA WOE 2. HYDRANT MM GUTS SHAM BE Distance Varies or � Z O B - l 1 -� 1' interceptor cells, if required greater than 1250 ga / /on : _ , _ 2-12G o Mech. Joint Valve -- 10 FEET OR LESS Edge of Pavement I.I. W r -� _ = -:- • • : +• `':' '...•• Tracer wires Connecting Piece w/Integrally O -(See Note 3) W / / # capacity. FROM WATER MAN. Z m 2. One sampling cell per system shall be installed at outfoll Gorrtpa4Yed; +SubgfL$e,':: •,.'; coat Mech. Joint Gland on NOTES I t \ 1 ••-. -. C SAMPLING r , - . c r BRASS IDENHFlGTION DISK one End -D.L Rotatable Mach. a ON HYDRANT RUNOUTS GREATER 1. STEAMER CONIEC1gN 70 I W O r PRECAST BAFFZE 4' IH/LYC • ALL to main, On /y if rpgUired . •. :. 2° PVC Gland on Other End. THAN 10 FEET. INSTALL MEai JOINT FACE STREET. !i LL j p SAMPLING J. Concrete wall coating taking into consideration the 2'x2' CONCRETE PAD VALVE AT WIN AND AT HYDRANT. 1 CELL PREY..IST BAh}T£ (IF REOU /RED) see Note 1 See Index d1 402, m Distance Varies z. ALL FIRE HYDRANTS To HAVE . ' • E D water -oil m1k. ( I TYPE OF VALVE SIZE OF VALVE (See Note 1) S 1/4' VALVE SEAT. I valve BOX 14) 1 (IF REOU /RED) 4°'•� t 4. Contractor to supp /y & instal/ al/ piping and sanitary - f Sheet 2 of 5) o BUTTERFLY. GATE OR PLU ONLY APPROVED a FIRE HYDRANTS � BE i (See Note ONLY APPROVED Z tee's, dean -outs for cleaning oward and owe from 3 -Piece Adjustable �j�j iV PLACED AT 371EET 11 Kennedy Super Centurion No. z V1 /N7ERCEP7DR SLOT 90 7H SDES g y Valve Box ;2'�` $ O 4w Kennedy Guardian No. K -810 m I Mueller Su er Centurion No. 25 O Q 7 /nt for alternate duals dean -outs. $ Valve and H rant Tee OR N THE R.O.W. ADJACENT I I P 3 CELL ( HKP ) (No Subatitutea) c GATE VALVE Mueller Super Centurion No. 25 10 SIDE LOT LINES r Mechanical American Darling B -84-B 1' -D JD 5. Contractor shall assure 2,500 PSl minimum soil bearing DIRECTION & NUMBER OF TURNB w/O.I. Rotatable Mach. Joint O - Mach. Joint American Darling B -84-8 WHENEVER POSSIBLE. Joint Valve AVK- Nostalgic 2780 f E capacity 0 bedding elevation. TO OPEN VALVE L -13 Gland on Plain End Branch. Valve AVK- Nostalgic 2780 4, SEE INDEX 402, SWEET 1 OF s U W PLAN I�EW �.. ,_ NOS ATER WATER \ FOR TYPICAL VALVE BOX SETTINGS EL INTERCEPTOR TYPE of SERVICE:- CELL 1. Concrete. 4500pSi 9 28 day. Water Main 2' PVC w/ PLUG WATER (POTABLE WATER) sr an S FOR TTYPICAL CONRECTIONSk FITTINGS I Q 2. Rebor AS7111 4815 Grade 80. (SEE NOTE s) ( ) IL HYDRANT RUN OLfiS SHAM IE •1: Mesh: AS7M A815 Grade 85. WOter Main w MAIGII- 10 FEET OR LESS I Reatrainin Joint (Typ.) 7J LENGTH LENGTH FROM WA70 MAIN. 9 Z GREASE INTERCEPTOR .� Design- Aa318 -83 Buyd /ng Code AS>�t C�7 Minimum � 3 BRASS IDENTIFICATION DISK N cU 750- /250 GALLON SEC77 ON V1Ew Stivcituro/ Design Loading Underground Mech. Joint Valve Restraining Joint caVER INSCRIBED WATER TYPICAL HYDRANT SETTING TYPICAL FIRE HYDRANT SETTING z 7. ON HYDRANT R-OUIS GREATER THAN O Precast Concrete UI!l/t Structures 10 FEET FROM THE MAN' AT HYDRANT. RANT. y ND1E JOINT VALVE AT MAIN AND AT NYDRANT. CrIY INDEX NQ 4(1.T: 4 OF S O 5 Loods: H -20 truck wheels w/30X impact per AASH7D 1, NO PVC ragRS ALLOWED TYPICAL VALVE & BOX SETTING PLAN VIEW N.T.S. C? = CIS CITY INDEX NO. 307; Sheet 1 OF 1 8. FOl w /dean water prior to start up of system. CITY INDEX Na 40E 1 OF a WATER VALVE BOX C17Y INOIX NM 40% 3 OF a W N.T.S 7 Gray water only, block water shall be carried by N.Y.' CONCRETE PAD PLAN VIEW N.T.S. O Q Q separate sewer. CITY INDEX NO. 402: 2 OF S 1.- U N.T.S. LLi Q O U U) ONLY APPROVED I- Z pis Fire Hydrant Assembly 00 W Kennedy Guardian No. K -81D o - 1= W (TYP.) Mueller Super Centurion No. 25 I Ebba Iron Megalug (Typ.) ° ° o 0 o Z p o American Darling B -84 -B L -�{ �- AVK- Nostalgic 2780 I o ° ° Z Distance Varies (See Note 4) MOTE: 91111 If =- ON ALL TEES, A MINIMUM OF 5' SHALL BE 18" Min. RESTRAINED ON EACH RUN LEG Device must be installed level. Z O L = MINIMUM LENGTH TO BE Restraining Gasket (Typ.) L Thrust Restraint (Typ.) TOP VIEW OU Z 24" Max. Valve Box RESTRAINED ON EACH SIDE OF FITTING (ft.) Valve Box (See Note 3) Approved Backflow Q (See Note 3) \ 8GPVCSMAXIIMUM SIZE USED IN SYSTEMSO PSI TEST PRESSURE. /� Ford Meter Flange Prevention Device (Flanged) NOTES: � Y \� 1. ALL FIRE HYDRANTS TO HAVE 5 1/4° VALVE SEAT. 2. SEE INDEX 407, SHEET 1 OF 1 Ebbs Iron 1500 Series (Typ.) FOR JACK & BORE DETAILS. C 3. SEE INDEX 402, SHEET 1 OF 5 FOR VALVE BOX SETTINGS. : 4. ON HYDRANT RUNOUTS GREATER Mechanical I I THAN 10 FEET FROM THE MAIN, Joint Valve N INSTALL MECH. JOINT VALVE AT THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1 BEND - INLET AND OUTLET NOM. PIPE SIZE ELBOWS (deg.) 111.25 VALVE TEES BRANCH DEAD END 11.25 22.50 22.50 45 90 LENGTH IN FEET (L) 4" 2 4 9 1 21 1 28 1 46 6" 1 3 6 12 1 29 1 47 1 65 8" I 4 8 16 1 38 1 66 1 85 MAIN AND AT HYDRANT. 2. TEE - OUTLET BRANCH 5. HYDRANT RUNOUTS SHALL BE MAX. 3. OFFSETS - INLET AND OUTLET NOTE: 10 FEET OR LESS FROM WATER MAIN, 4. CAPS THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE MADE OF DUCTILE IRON PIPE. 5. PLUGS EBBA IRON MEGALUG RESTRAINERS. Not A D.LP. 6. DEAD ENDS THRUST RESTRAINT BETWEEN PIPE JOINTS SHALL BE :6* 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS EBBA IRON 1500 SERIES RESTRAINERS. ON ALL TEE% A MINIM- OF W SHALL BE Y o'LLI %- (n -oz(n RESTRAINED ON EACH RUN LEG DO NOT USE FOR Ford Angle Flow L _ MINIMUM LENGTH TO BE VERTICAL OFFSETS n) RESTRAINED ON EACH SIDE OF FlT11NO (ft.) Valve (Flanged) ) * - CONTACT ENGINEER FOR VALUES Q M �- FIGURES BASED ON 30' BURY DEPTH, 150 PSI TEST PRESSURE t- O FIGURES DORY APPLY 70 POLY WRAPPED PIPE Z O s N Lf THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICA110NS: B N *. co PIPE SIZE ELBOWS (deg •) VALVE BRANCH END 11.25 22.50 45 90 LENGTH IN FEET L 4 2 3 7 17 18 30 6 2 5 10 23 30 42 8 3 6 12 30 42 54 12° 4 8 17 42 it 76 16° 5 10 22 53 it 97 20 8 13 26 63 tit 117 1. SEND - INLET AND OUTLET rass pple O 2. TEE - ALL BRANCHES Meter s C• ° a OFFSETS - INLET AND OUTLET (Flanged) lu NN Z O t CAPS 6 n U a DREAD am * APPROVED R.P. DEVICES aT * APPROVED DOUBLE -CHECK VALVES +' -0 I 0' 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS � N U 0 O N _ Hersey -Beeco Model FRP II V) E Hersey -Bosco Model FDC 0 ( U THRUST RESTRANT ON SIPJGINT DUCTILE NON PIPE BULL BE Las Watts Model 909 .or 009 p D Watts Model 709 or 007 tj Ld PPE FIELD LOGO GASKETS FOR TYTON JOINT PIPE w AMERICAN FAST-GRIP Conbraco 4D200 �� Conbraco 40100 p Q CASIGTS FOR AMERICAN FASTIE PPE THRUST RESIRNNT ON DUCTILE O 1 2 7 J J ° ROM FITTINGS SHALL BE PROVIDED BY THE USE OF MEGILUC RETAINERS U IL < U 0 J AND MECHANICAL JOINT RrIMM IL LL 1 Connecting Piece w /integrally Restraining Tapping Sleeve & Valve Exist. Water Main DUCTILE IRON PIPE THRUST RESTRAINING 1I/: v 5i cast Mech. Joint Gland on Joint CITY INIIEC NO. 403; 2 OF 2 0) y B City, Fee b c one End -D.I. Rotatable Mech. (Typ.) Owner or cantryactar. PVC PIPE THRUST RESTRAINING N.T.S. TYPICAL METER SETS W/ °' 3 U LL Joint Gland on Other End. CITY INDEX NO. 403; 1 OF 2 IBACKFLOW PREVENTERS 1 -1 /2" & 2" MODELS o o v I° 3 TYPICAL FIRE HYDRANT SETTING N.T.S. CITY INDEX NO. 402; 5 OF 5 TTY INDEX N0. 405; 2 OF 5 N.T.S. N.T.S. 2 Feet Minimum Flanged Tee 2 Feet Maximum Flanged Tee 90' Brass Ell (Typ) 0 . . 0 0 D6H Flow - o o ° ° 0 0 ° Fl -°w ► a a o Sto Less Check 2 Feet P Tapped Flange Ball Valve-- 90' Brass Ell (TYP) L?gipped- Flange -- - - Minimum Ball Valve' Brass Nipples Topped Flange Minimum 8011 Valva(TYP) _ MUELLER H14350 With Lock Wing and Gate- -Vdlve Installed Below` "Grade Tapped Flange Backflow Preventer PP 9 (See Note 4) Brass Nipples 2" Backflow (Typ.) / 2 Feet Maximum 2 Feet Minimum Compression inlet or approved equal Ball Valve �(TYP-) Preventer Ball Valve Gate Valve Installed Below Grade Gate Valve Installed By Owner See Note 4 Gate Valve Installed By Owner (See Brass Ell- TOP VIEW 90' Brass Ell - -� 90' Brass Ell �' Flow * APPROVED R.P. DEVICES BYPASS DETAIL 90' Brass Ell * APPROVED DOUBLE -CHECK VALVES * APPROVED R.P. DEVICES BYPASS DETAIL * APPROVED DOUBLE -CHECK VALVES Water Meter Connection I Hersey -Beeco Model 6CM Bypass Not Shown in Profile Herse -Beeco Model No. 2 , Threaded Corporation Stop itv, Y A roved Backflow Hersey -Bosco Model 60M Bypass Not Shown In Profile Hersey -Bosco Model No. 2 Ames 2000 SS Ball Valve Installed Below Grade PP Ball Valve Installed By Owner Ames 5000 SS Ames 2000 SS Ames 5000 SS Prevention Device MUELLER H15008 Resilient Seat Watts Model 909 or 009 Watts Model 709 or 007 Flanged) Watts Model 909 or 009 OS & Y Valve (Typ.) Approved Backflow Watts Model 709 or 007 Approved * Conbraco 40100 g ) or approved equal Conbraco 40200 Resiliient Seat (Tap at 45' angle) J Conbraco 40200 Preventer * Conbraco 40100 Backfiow NOTE.• Flanged Tee OS die Y Valve Prev nter Resilient Seat PARALLEL DENCE /NSTALLA710N IS Plate Strainer Flanged Tee Plate Strainer OS & Y Valve EypLOYED WHENEVER /T IS VITAL o 0 0 Flanged 90' Bend g Flan led Tee o o _ 9 \� TO MAINTAIN A CONTINUOUS �� Flanged 90' Bend �� Flanged Tee SUPPLY OF WA 7ER AND WHERE ° 90' Brass Ell (TYP) Saddle required on r) 0 LU 9 Flanged 45' Bend __--Ranged lN7ERRUP7AAVS FOR TESTING AND 4" P.V.C. only �•J O ° 0 Meter o 0 0 o O \ � x '/ Ian ed 45' Bend Uniflange 1 o 0 Meter o l 0 0 o O SWWaNG W UtD BE w` UNACCEPTABLE. DENCE MUST BE Water Service Tubing W °a Uniflange a Support INSTALLED LEVEL. Ford Meter Flange (TYP) ® Drisco I e 5100 or Endot Yardle n- Support 12° Su art a Gate Valve Installed By Owner 90' Brass Ell (TYP) Iron Service saddle P P / y W (n �j• Gate Valve Installed Below Grade PP PP Gate Valve Installed By Owner Gate Valve Installed Below Grade �w Support Support Q, Ford FC 202 series Blue Jet, SDR 9, 3408 Polyethylene O See Note a) o o (see Note 4) O\2 12" Doe ° I w /stainless steel band 'X I J O 2 Feet Minimum Megalug Restrainer Megalug Restrainer 2 Feet Maximum JI 90' Brass Ell (Typ Y� or approved equal i �� n/ W Q NOTE: M.J. 90' Bend` 2 Feet NOTE: 2 Feet Meter W LL M 2 1. 0 S & Y VALVE HANDLES WILL BE CHAINED AND LOCKED. Minimum Me alu Restrainer 1. 0 S & Y VALVE HANDLES WILL BE CHAINED AND LOCKED. Minimum w (Flanged} -� Brass Nipple O W Flow _ 9 2. METER SETS WILL BE PAINTED AFTER INSTALLATION. Megalug Restrainer ,a 2. METER SETS WILL BE PAINTED AFTER INSTALLATION. / ti � Brass Nipple � ■� � � � LU 3. BYPASS PIPE & FITTINGS SHALL BE THREADED BRASS. 3. BYPASS PIPE & FITTINGS SHALL BE THREADED BRASS. all Valve Installed Below Grade Water Main W Ur M.J. 45' Bend M.J. 90' Bend 4* VALVE SHALL BE SET AT WATER MAIN. FOR ALL WATER METER 4. GATE VALVE SHALL BE SET AT WATER MAIN. FOR ALL WATER METER o � Ball Valve Installed By Owner SETS OVER 10 FEET FROM WATER MAIN, GATE VALVES SHALL BE Gate Valve at Water Main SETS OVER 10 FEET FROM WATER MAIN, GATE VALVES SHALL BE M.J. 45' Bend ME 12° min above ground Q /� 0 0 Gate Valve at Water Main INSTALLED AT THE WATER MAIN AND THE WATER METER SET (See Note 4) INSTALLED AT THE WATER MAIN AND THE WATER METER SET. C `y 0 (See Note 4) m TYPICAL COMPOUND WATER METER SET TYPICAL COMPOUND WATER METER SET I h PARALLEL METER SET I CHLORINATION TAP � a 900 RISE 3 ". 4" & 6" MODELS 45e RISE 3 ". 4" & 6" MODELS CITY INDEX NO. 408; 1 of 2 2 Feet Maximum 90' Ell (Typ) CITY INDEX N0. 405; 5 OF 5 2 Feet Minimum Z � U U CITY INDEX NO. 405; 3 OF 5 CITY INDEX NO. 405; 4 OF 5 N.T.S. N.T.S N.T.S. L ^.i N.T.S. UJI rJ �O Lo WRAP FILTER MEDIA AND STONE ADD FOOT N0. 56 STONE BETWEEN GROUND SURFACES TO WITH LINER REMAIN UNOBSTRUCTED THE TOP LIMITS OF THE UNDERDRAIN AND THE POND BOTTOM. UNDERDRAIN AREA SHALL IMPERMEABLE LINER BE MAINTAINED CLEAR OF MCF 12/12 30 mil VEGETATION OR EQUVALENT POND BOTTOM EL = 4.5 - 2 Ball Valve Hose Bibb 4 ... fi ... " 3/4' Galvanized $ ,• 1.5' ((NO SOD) FDOT No. 56 STONE 2° Galvanized ,,. w (RIVER ROCK OR I �/ APPROVED EQUAL) /2' eo' En g" MIN.). 6° PERFORATED PVC PIPE WITH DRAIN GUARD NOTES: 1. GRATE: U.S. FOUNDRY & MFG. CORP. Y QXPOYatian NO. 6212 OR EQUAL. 0 FOOT No. 56 STONE r 6-(MIN 6" (MIN.) La Tapping saddle ORIFICE o C (RIVER ROCK OR 2 2. PROVIDE 2' x 2' x 4" CONC. SLAB BELOW ORIFICE Ci Restrained 2 °Tapped Plug 1 APPROVED EQUAL) a IN EL 3.50 LOCATION. SLAB TO BE PLACED AFTER INSTALLATION SEE SITE PLAN OF COWTROL STRUCTURE. TEMPORARY BLOWOFF - ±- s" w m y Do AND SAMPLE TAP .� w END CONNECTION CITY INDEX NO. 406; 2 OF 2 TOP CONNECTION v W N.TS C� PLACE MIRAR 14ON DRAINAGE IMPERMEABLE LINER 1 FABRIC BETWEEN FILTER MATERIAL MCF 12/12 30 mg OR EQUIVALENT FILTER MATERIAL TAMCO 20/30 SILICA OR EQUIVALENT Z Co y O �� FILTER MEDIA AND STONE MATH UNIFORMITY COEFFICIENT OF 1.5 OR GREATER & Z O � POND UNDERDRAIN DETAIL EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 mm DIAMETER •� sal ku ^ N.T.S. V O F -' ' OF STRUCTURE PLAN C Co ti I° I i , N.T.S. 0 Z c o - - 19.00 GRATE GRATE J J Z 0 10 Q1 Z STRUGT. NO. LAKE GRATE WEIR ORIFICE SKIMMER OUTFLOW PIPE ELEV. WIDTH IN RISE IN CREST ELEV. Dla IN TOP BOTTOM DEPTH IN .SIZE IN INVERT 1 VAULT 9.43 N/A N/A N/A 4 -3/32" N/A N/A N/A . 18 4.20 O ■OE■ W� °'� I MEN ■ •a, �v NONE -j NG) N C AEON a Ma // ALUMINUM CLAMP AND ATTACHMENTS. I O I C3 c PIPE SHALL BE MOUNTED BEPCAPPED. TO TO RCLAMP ALUMINUM AND 3/9.0 STAINLESS 3 r °8' ' STEEL BOLTS P.V.C. PIPE ' EL 5.44 L - - - - -- --- L -- 1 --- - - - - -� 3.00 11.00 EL 5.00 ORIFICE I SPECIFIED 4. - 07.1 I O ' ' P feet ORIFICE DRIB RCP V MIN. GROUND 3' W I d t H . 0 0 SUMP (AS NECESSARY) _ _ Track :6.00 ORIFICE DETAIL 3��' °E 3 LONG Lock to Lock Time : 6.00 N.T.S. SECTION A- A Steering Angle : 31.6 SECTION B -B N.T.S. N.T.S. F.D.O.T. INDEX 232 TYPE D "MODIFIED" COPYRIGHT RI RIGHTS RESERVED OUTFALL STRUCTURE #2 H Landon, Moree & Associates, Inc. THIRD FLOOR "DEAD END" TURNING TEMPLATES Anynne copying this document in any manner without the expressed consent of LANDON, MORSE & ASSOCIATES, INC. SCALE: 1° = 20' E E OF 6 shall be prosecuted to the full extent of the low. ETAIL DO NOT COPY OR REPRODUCE T ■OE■ W� °'� ORIFICE MEN ■ •a, �v NONE -j NG) N C AEON a Ma // ,-CEMENT GROUT W I d t H . 0 0 SUMP (AS NECESSARY) _ _ Track :6.00 ORIFICE DETAIL 3��' °E 3 LONG Lock to Lock Time : 6.00 N.T.S. SECTION A- A Steering Angle : 31.6 SECTION B -B N.T.S. N.T.S. F.D.O.T. INDEX 232 TYPE D "MODIFIED" COPYRIGHT RI RIGHTS RESERVED OUTFALL STRUCTURE #2 H Landon, Moree & Associates, Inc. THIRD FLOOR "DEAD END" TURNING TEMPLATES Anynne copying this document in any manner without the expressed consent of LANDON, MORSE & ASSOCIATES, INC. SCALE: 1° = 20' E E OF 6 shall be prosecuted to the full extent of the low. ETAIL DO NOT COPY OR REPRODUCE T ■OE■ W� °'� ORIFICE MEN ■ •a, �v NONE -j NG) N C AEON a Ma ,-CEMENT GROUT W I d t H . 0 0 SUMP (AS NECESSARY) _ _ Track :6.00 ORIFICE DETAIL 3��' °E 3 LONG Lock to Lock Time : 6.00 N.T.S. SECTION A- A Steering Angle : 31.6 SECTION B -B N.T.S. N.T.S. F.D.O.T. INDEX 232 TYPE D "MODIFIED" COPYRIGHT RI RIGHTS RESERVED OUTFALL STRUCTURE #2 H Landon, Moree & Associates, Inc. THIRD FLOOR "DEAD END" TURNING TEMPLATES Anynne copying this document in any manner without the expressed consent of LANDON, MORSE & ASSOCIATES, INC. SCALE: 1° = 20' E E OF 6 shall be prosecuted to the full extent of the low. ETAIL DO NOT COPY OR REPRODUCE T II I I� I Simpson's Stop er COLUM �O) { II CD N RAL LANDSCAPE REQUIREMENTS CITY OF CLEARWATER GE E { , Dwf. Indian Hawthorn cabal Palm I II m N 3 "Cal 8' -10' Ht., 3' -4' Sp. INTERNAL LANDSCAPE VUA REQUIREMENTS cn I: I Ex. Palm - Typ. - ' P BEGIN 6' HIGH WALL INTERNAL LANDSCAPE VUA AREA REQUIRED: 10% OF VUA PARKING AREA i - \ ,5- L 6' PVCF - - - - - -- — — _ — — VUA AREA: 0 SF — PARKING GARAGE WITHIN BUILDING = I ,I REQUIRED VUA LANDSCAPE AREA: 0 SF (10% X 0 SF) ,W w I I Vi PROVIDED VUA LANDSCAPE AREA: 0 SF (0 %) wZa�o� 0 REQUIRED: 10' WIDE BUFFER WITH 1 TREE PER 35 LF & 100% 14 �I -_I (�) 42 w N CONT I I J Ornamental Poan0 Beauty Natal Plum 3 gal., 20 "x20 "@ 1 TREE REQUIRED PER 150 SF OF REQUIRED INTERNAL LANDSCAPE VUA i SIGHT VISIBILITY j I lo.o' fl MIT I 3' oc AREA: TRIANGLE I Dwf. Fire Bush Em. Gd. Liriop e (142) 3' oc 0 / 150 = 0 TREES REQUIRED 89 Hibiscus Species PROVIDED: . 3 gal., 20 7x20 "@ - ►��t�E1R���' be..a C'`'hM r 1 TREES PROVIDED FOR INTERNAL LANDSCAPE VUA AREA: 0 TREES 3 gal., 20 "x20 "@ 3' oc 163 Myrcianthes frograns Simpson's Stopper SHRUBS ARE REQUIRED FOR 50% OF THE REQUIRED INTERNAL Ornamental Peanut III Palm ,� 53)bal Palm . Bush LANDSCAPE VUA AREA, WITH REMAINING AREA COVERED BY GROUND Dwf. Indian Hawthorn' I _ roe f Strelitzia reginae Bird Of Paradise COVERS, NOT INCLUDING SOD. (36) DESIGN ° a Tripsacum dactyloides Fakahatchee Grass 3 gal., 20 "x20 "@ .; .. Pineapple REQUIRED: 10' WIDE BUFFER WITH 1 TREE PER 35 LF & 100% � Si pson er 5t s opp 1A -•ilk, EXISTING TREE REPLACEMENT REQUIREMENTS Ern,Gd. Lit *io e p I } CONTINUOUS HEDGE Ornamental Peanut o° ( � 2 (10) I 12"x18 ", 1 gal.@ 24" oc PROPOSED HOTEL 639 EXISTING TREES RATED 3, 4, AND 5 PER CONDITION RATING SUMMARY s L{ I 18" oc ° (SEE ARCHITECTURAL PLANS FOR A Zamia pumila ....... ....... ARE TO BE REPLACED AT 1 " OF REPLACEMENT FOR 1 " OF EXISTING Ex. Polm -Typ. Sea Cerra e p TREE REMOVED AND PALMS ARE TO BE REPLACED AT 1 " PER PALM Shore Jum er p I' + ; TREE. TREES RATED 1 AND 2 PER CONDITION RATING SUMMARY DO NOT (1O5) I ++ + Hibiscus REQUIRE REPLACEMENT (Iq) II I I� I Simpson's Stop er COLUM �O) Ornamental: Peanut i + 5impson's Stopper Pink Muhly (133) I I+ + + + (IS) Em. Gd. irio e Dwf Fire, Bush (87 QUALIFYING TREES REMOVED: 0 TREES @ 0 REQUIRED REPLACEMENT LLJ QUALIFYING PALMS REMOVED: 12 PALMS @ 12" REQUIRED REPLACEMENT z 5iler Trumpet— li ++ Pineapple Guava Tree (10) I; Bird Of Paradise TOTAL REPLACEMENT REQUIRED: 12" REQUIRED REPLACEMENT j Pink Muhly; (3) I I E + Eakahatchee Grass (I) (10) TOTAL REPLACEMENT PROVIDED: 13" TOTAL (457 I + (43) Indian Date Palm + Bird Of Paradise=� Dwf. Indian Hawthorn t I SIGHT VISIBILITY TRIANGLE a 5impson's Stopper- `' I co I� Em. Gd. Lirio e pp(6) �� 10.0 ►I l�8)LID< i Washington P (2) II I i I I m Washington Falm 2) Dwf. Indian Hawt�24) \ I II I I J o v o a a =Pin I v l \.. I II o pp ea a Gua a Tree ; I I _ � 12 "A Niashin jton Palm �] ,= Ornamental Peen ALL IL 2 Simpson e Stop� er ' I I (33) I" kL0) i r' 0.22 N. Hibiscus + +` Silver Trumpe 5impeon's Stopper Washington P Im (I) (24) (2) ea G a e (IS) + :7 Eakahatchee Grass (3) Pink Muhl + + Shore Juniper`` I y Pink Muhly (22) Washin on Palm (287.. + + .. ;li I I (36) IF (21) p + Indian Date Pq�m r(2e2) Gra e Pineapple Gua o Tre + + ! i 1 1 �� Bird,Of Parad(sl�e + � I f;• I + + i (2) Ornamenta I Pe rut E � .._ .. I P" WALL 11"A : i : FND N &D "PETERSON" 1.03'N. - _........... ._........... _ _ ........... ........... .. _........... __ __._... _..,. ... ....__ ~' /� \ 0 08'N., 4 37'W _........ . . - - � . .. .... ..... WF L 5hor Juniper ' Dwf. Fire, Bush / f - Indian Date Palm Bird Of Paradise;; - - - - -- / / LOWEST FLOOR ELEV. = 5.60' I (7) Ex. Palm - Tip / Beauty Natal Plum Hibiscus i (15) Silver Trumpet -TREES . - LARGER THAN REQUIRED) U 06 CD C > Q_' z — I II m N 3 "Cal 8' -10' Ht., 3' -4' Sp. z cn REQUIRED PERIMETER LANDSCAPE BUFFERS (0 =Z - z� tl � .- Co W O ❑ Q U = v o Lo Z a- O O co CU 0- °- END 6' HIGH WALL ; : TRANS ? i :{ I I ,W w -i d Vi Z -a CC) wZa�o� O _0 REQUIRED: 10' WIDE BUFFER WITH 1 TREE PER 35 LF & 100% 14 �I -_I (�) 42 w N Ornamental: Peanut i + 5impson's Stopper Pink Muhly (133) I I+ + + + (IS) Em. Gd. irio e Dwf Fire, Bush (87 QUALIFYING TREES REMOVED: 0 TREES @ 0 REQUIRED REPLACEMENT LLJ QUALIFYING PALMS REMOVED: 12 PALMS @ 12" REQUIRED REPLACEMENT z 5iler Trumpet— li ++ Pineapple Guava Tree (10) I; Bird Of Paradise TOTAL REPLACEMENT REQUIRED: 12" REQUIRED REPLACEMENT j Pink Muhly; (3) I I E + Eakahatchee Grass (I) (10) TOTAL REPLACEMENT PROVIDED: 13" TOTAL (457 I + (43) Indian Date Palm + Bird Of Paradise=� Dwf. Indian Hawthorn t I SIGHT VISIBILITY TRIANGLE a 5impson's Stopper- `' I co I� Em. Gd. Lirio e pp(6) �� 10.0 ►I l�8)LID< i Washington P (2) II I i I I m Washington Falm 2) Dwf. Indian Hawt�24) \ I II I I J o v o a a =Pin I v l \.. I II o pp ea a Gua a Tree ; I I _ � 12 "A Niashin jton Palm �] ,= Ornamental Peen ALL IL 2 Simpson e Stop� er ' I I (33) I" kL0) i r' 0.22 N. Hibiscus + +` Silver Trumpe 5impeon's Stopper Washington P Im (I) (24) (2) ea G a e (IS) + :7 Eakahatchee Grass (3) Pink Muhl + + Shore Juniper`` I y Pink Muhly (22) Washin on Palm (287.. + + .. ;li I I (36) IF (21) p + Indian Date Pq�m r(2e2) Gra e Pineapple Gua o Tre + + ! i 1 1 �� Bird,Of Parad(sl�e + � I f;• I + + i (2) Ornamenta I Pe rut E � .._ .. I P" WALL 11"A : i : FND N &D "PETERSON" 1.03'N. - _........... ._........... _ _ ........... ........... .. _........... __ __._... _..,. ... ....__ ~' /� \ 0 08'N., 4 37'W _........ . . - - � . .. .... ..... WF L 5hor Juniper ' Dwf. Fire, Bush / f - Indian Date Palm Bird Of Paradise;; - - - - -- / / LOWEST FLOOR ELEV. = 5.60' I (7) Ex. Palm - Tip / Beauty Natal Plum Hibiscus i (15) Silver Trumpet -TREES . - LARGER THAN REQUIRED) U 06 co N i 1 I i I i > Q_' .� ,. -� rr.l 7,►'�R." r Feijoa sellowiana I II �W N 3 "Cal 8' -10' Ht., 3' -4' Sp. a Phoenix sylvestris REQUIRED PERIMETER LANDSCAPE BUFFERS (0 =Z J z� � co E0 .., ... _�. ... — 14' -16' CT, Varied 6 Wiz_ Silver Trumpet CU 0- °- END 6' HIGH WALL ; : TRANS ? i :{ I I ,W w II�',�����' /� 1�� iO �, 0.65' WALL �' PVCF -- PVCF COLU ;I Dwf. Indian Hawthorn ' Z Q CD m O _0 REQUIRED: 10' WIDE BUFFER WITH 1 TREE PER 35 LF & 100% 14 �I -_I (�) 42 w N CONT 1'11 — — — — ,. �� - - -- �... 1 - - - - -• - -- CONTINUOUS HEDGE J Carissa macrocarpa 'Boxwood Beauty' Ornamental: Peanut i + 5impson's Stopper Pink Muhly (133) I I+ + + + (IS) Em. Gd. irio e Dwf Fire, Bush (87 QUALIFYING TREES REMOVED: 0 TREES @ 0 REQUIRED REPLACEMENT LLJ QUALIFYING PALMS REMOVED: 12 PALMS @ 12" REQUIRED REPLACEMENT z 5iler Trumpet— li ++ Pineapple Guava Tree (10) I; Bird Of Paradise TOTAL REPLACEMENT REQUIRED: 12" REQUIRED REPLACEMENT j Pink Muhly; (3) I I E + Eakahatchee Grass (I) (10) TOTAL REPLACEMENT PROVIDED: 13" TOTAL (457 I + (43) Indian Date Palm + Bird Of Paradise=� Dwf. Indian Hawthorn t I SIGHT VISIBILITY TRIANGLE a 5impson's Stopper- `' I co I� Em. Gd. Lirio e pp(6) �� 10.0 ►I l�8)LID< i Washington P (2) II I i I I m Washington Falm 2) Dwf. Indian Hawt�24) \ I II I I J o v o a a =Pin I v l \.. I II o pp ea a Gua a Tree ; I I _ � 12 "A Niashin jton Palm �] ,= Ornamental Peen ALL IL 2 Simpson e Stop� er ' I I (33) I" kL0) i r' 0.22 N. Hibiscus + +` Silver Trumpe 5impeon's Stopper Washington P Im (I) (24) (2) ea G a e (IS) + :7 Eakahatchee Grass (3) Pink Muhl + + Shore Juniper`` I y Pink Muhly (22) Washin on Palm (287.. + + .. ;li I I (36) IF (21) p + Indian Date Pq�m r(2e2) Gra e Pineapple Gua o Tre + + ! i 1 1 �� Bird,Of Parad(sl�e + � I f;• I + + i (2) Ornamenta I Pe rut E � .._ .. I P" WALL 11"A : i : FND N &D "PETERSON" 1.03'N. - _........... ._........... _ _ ........... ........... .. _........... __ __._... _..,. ... ....__ ~' /� \ 0 08'N., 4 37'W _........ . . - - � . .. .... ..... WF L 5hor Juniper ' Dwf. Fire, Bush / f - Indian Date Palm Bird Of Paradise;; - - - - -- / / LOWEST FLOOR ELEV. = 5.60' I (7) Ex. Palm - Tip / Beauty Natal Plum Hibiscus i (15) Silver Trumpet -TREES . - LARGER THAN REQUIRED) BOTANICAL NAME 11 Viii ' O zCIO [. 7 ; .� ,. -� rr.l 7,►'�R." r Feijoa sellowiana Pineapple Guava Tree — 3 "Cal 8' -10' Ht., 3' -4' Sp. 12 Phoenix sylvestris REQUIRED PERIMETER LANDSCAPE BUFFERS LLJ \ � 10 � � .., ... _�. ... — 14' -16' CT, Varied 6 Tabebuia caraiba Silver Trumpet — NORTH ; - (ATTACHED . . 3 "Cal W -10' Ht., 3' -4' Sp. II�',�����' /� 1�� iO �, ?`� no-b'- ► / VI`s, ►`� rte` REQUIRED: 10' WIDE BUFFER WITH 1 TREE PER 35 LF & 100% DNf. Indian Havqthorn BOTANICAL NAME COMMON NAME CONT hito Marble, CONTINUOUS HEDGE 15 Carissa macrocarpa 'Boxwood Beauty' Beauty Natal Plum 3 gal., 20 "x20 "@ 3' oc Chips- 88 Coccoloba uvifera MIT 3 gal., 20 "x20 "@ 3' oc 77 Hamelia patens 'compacta' Dwf. Fire Bush 3 gal., 20 "x20 "@ 3' oc 89 Hibiscus Species PROVIDED: . 3 gal., 20 7x20 "@ - ►��t�E1R���' be..a C'`'hM r 1 .. - 3 gal., 20 "x20 "@ 3' oc 163 Myrcianthes frograns Simpson's Stopper 3 gal., 20 "x20 "@ SOUTH BUFFER - -. PER .. FLORIDA, BEACH ; III Palm ,� u T T TTY► -T ♦ fI ►1 or, ``� °;£�','�. �,.�. �,�. may:,: . Bush 3 gal., 14 "x.14 "@ 2.50' oc _ roe f Strelitzia reginae Bird Of Paradise 3 gal., 20 "x20 "@ 3' oc DESIGN 65 Tripsacum dactyloides Fakahatchee Grass 3 gal., 20 "x20 "@ Bird Of Paradise, Pineapple REQUIRED: 10' WIDE BUFFER WITH 1 TREE PER 35 LF & 100% BOTANICAL NAME COMMON NAME 1A -•ilk, 985 CONTINUOUS HEDGE Ornamental Peanut 12 "x18 ", 1 gal.@ �- .� W.01-Ma Juniperus conferta 328.65 LF 35 9.4 9 TREES REQUIRED 12"x18 ", 1 gal.@ 24" oc 639 Liriope muscari 'Emerald Goddess' Em. Gd. Liriope PROVIDED: 10' WIDE BUFFER, 9 PHOENIX PALMS (SHADE TREE) & 100% 18" oc M Zamia pumila Coontie Ornamental PeI CONTINUOUS HEDGE + ADDITIONAL SHRUBS & GROUNDCOVERS EAST BUFFER (STREET FRONTAGE) WIDTH PER OLD FLORIDA, BEACH BY irk Muhly DESIGN (26) -- REQUIRED: 10' WIDE BUFFER WITH 1 TREE PER 35 LF & 100% I I ( 5 h )re`Juni Juniper Bird Of.Paradise i qq p (26)_ _. CONTINUOUS HEDGE i?E - . . = 3 TREES REQUIRED `�'' 1 13.80 LF / ,35 3 3 Q � � .� � ` ...� j j i Em.) Gd. Liriope ' PROVIDED: 10 WIDE BUFFER, 1 PHOENIX PALM (SHADE TREE) + 2 ���.,- ~ -` ornamental Peanut ACCENT TREES & 100% CONTINUOUS HEDGE + ADDITIONAL SHRUBS & (215) GROUNDCOVERS i WEST BUFFER (STREET FRONTAGE) WIDTH PER OLD FLORIDA, BEACH BY i DESIGN t REQUIRED: 10' WIDE BUFFER WITH 1 TREE PER 35 LF & 100% i CONTINUOUS HEDGE 193.87 LF / 35 = 5.5 = 6 TREES REQUIRED PROVIDED: 10' WIDE BUFFER, 2 PHOENIX PALMS (SHADE TREE) + 4 PALM TREES + 5 EX. PALMS + 1 ACCENT TREE & 100% CONTINUOUS HEDGE + ADDITIONAL SHRUBS & GROUNDCOVERS i { BUILDING FOUNDATION LANDSCAPE REQUIREMENTS FOUNDATION PLANTINGS TO BE PROVIDED FOR 100% OF BUILDING I FACADE ALONG STREET RIGHT OF WAY, EXCLUDING AREAS FOR BUILDING INGRESS AND EGRESS, MINIMUM 5' WIDE WITH 2 ACCENT TREES OR 3 PALMS FOR EVERY 40 LF AND 1 SHRUB FOR EVERY 20 SF OF REQUIRED LANDSCAPE AREA. 50% OF LANDSCAPE AREA TO BE SHRUBS WITH REMAINING AREA TO BE GROUND COVERS REQUIRED: 448.67 LF BUILDING FACADE / 40 = 11.2 11 X 2 ACCENT TREES = 22 ACCENT TREES REQUIRED (OR 33 PALMS) 448.67 X 5' = 2,243.35 SF REQUIRED LANDSCAPE AREA 2,243.35 / 20 = 112.2 = 112 SHRUBS REQUIRED PROVIDED: 12.33 TREES = 10 ACCENT TREES + 20 PALMS + 2 EX. PALMS, 150 SHRUBS AND 2,500 SF OF LANDSCAPE AREA WITH REMAINING AREA HAVING ADDITIONAL SHRUBS & GROUND COVERS IGHT VISIBILITY TRIANGLE PLANT SCHEDULE TREES BOTANICAL NAME COMMON NAME CONT O zCIO CAL SIZE 7 Feijoa sellowiana Pineapple Guava Tree — 3 "Cal 8' -10' Ht., 3' -4' Sp. 12 Phoenix sylvestris Indian Date Palm — 14' Clear Trunk, Matched 20 Saba] palmetto Sabal Palm — 14' -16' CT, Varied 6 Tabebuia caraiba Silver Trumpet — 3 "Cal W -10' Ht., 3' -4' Sp. 17 Washingtonia robusta Washington Palm — ..� 16' CT, Matched SHRUBS BOTANICAL NAME COMMON NAME CONT CU C V 15 Carissa macrocarpa 'Boxwood Beauty' Beauty Natal Plum 3 gal., 20 "x20 "@ 3' oc 0 O 88 Coccoloba uvifera Sea Grape 3 gal., 20 "x20 "@ 3' oc 77 Hamelia patens 'compacta' Dwf. Fire Bush 3 gal., 20 "x20 "@ 3' oc 89 Hibiscus Species Hibiscus 3 gal., 20 7x20 "@ 3' oc 128 Muhlenbergia capillaris Pink Muhly 3 gal., 20 "x20 "@ 3' oc 163 Myrcianthes frograns Simpson's Stopper 3 gal., 20 "x20 "@ 4' oc 162 Rhaphiolepis indica 'Alba' Dwf. Indian Hawthorn 3 gal., 14 "x.14 "@ 2.50' oc 79 Strelitzia reginae Bird Of Paradise 3 gal., 20 "x20 "@ 3' oc 65 Tripsacum dactyloides Fakahatchee Grass 3 gal., 20 "x20 "@ 3' oc GROUND COVERS BOTANICAL NAME COMMON NAME CONT 985 Arachis glabrato 'Arblick' Ornamental Peanut 12 "x18 ", 1 gal.@ 18" oc 343 Juniperus conferta Shore Juniper 12"x18 ", 1 gal.@ 24" oc 639 Liriope muscari 'Emerald Goddess' Em. Gd. Liriope 12"x18 ", 1 gal.@ 18" oc 60 Zamia pumila Coontie 14" x 14 ", 1 gal.@ 24" oc 0 20 40 60 feet 7L7L77--7�7 SCALE: 1" = 20' CONSTRUCTION PLANS ARE NOT VALID UNLESS SIGNED & EMBOSSED WITH LANDSCAPE ARCHITECT'S SEAL PATRICK D. ROBERSON FLORIDA REGISTERED LANDSCAPE ARCHITECT NO. LA0001461 N � C:) 1810, r O O O Q U J iv J O N c 0) O ❑ U W C; M O 0 of (u �� o� U_ o U .S; ~ w a I_1 L T � O N � iii �y Qi p LID Q N Co J)f N = Fil Fil V J co a 0 9 • 0 r7 M LO 0 0 E E U 0 J a) >s c ° 3 D0 a) M U o o o IY U :; a<1 <1<1 O �N co O zCIO � U 0 (a U C 0o C) U °' C/) �/, W A \ W O O � � ..� O E V U CU C V 0- nL 0- 0 O 0 O 0 a a 0 a r7 M LO 0 0 E E U 0 J a) >s c ° 3 D0 a) M U o o o IY U :; a<1 <1<1 O �N a 00 co O zCIO CD C 4- o 0 co � U F- U .o a ILANDSCAPEI PLAN I Project No. 13 -001 Date 01/31/13 Sheet LA1 Copyright — Drawings and concepts may not be used, constructed or reproduced without written permission from Roberson Resource Group, LLC. LANDSCAPE GENERAL NOTES 1. Permits required by any authority or governing jurisdiction, for any installation or construction work described in the contract documents, shall be obtained by the Contractor. Any applicable fees or financial requirements are to be paid by the Contractor for such permits, unless stipulated specifically in writing by the Owner. 2. The Contractor shall comply with all codes, safety requirements, and environmental regulations of federal, state, local and other regulatory agencies that have jurisdiction over the project, without additional cost to the owner. This includes any safety standards of the Occupational Safety and Health Act and amendments. The Owner and Owner's Representative shall be held harmless from any accident, injury or any other incident resulting from compliance or non - compliance with these standards. 3. The work included in this Section include the furnishing of all materials, equipment and labor necessary and incidental to the installation and preparation of planting areas, soil treatment, plants, grassing, protection of existing and proposed plants, hauling and spreading of topsoil, finish grading, removal and / or transplanting of existing plants as indicated, warranty, replacement of plants and / or materials, and related items as required) to complete the work as indicated on the plans and fulfilling all warranty provisions, as specified herein. materials, planting areas and sod seeded areas until the Final Acceptance b 4. The work shall also include the maintenance of all landscape plants and mat p g , / P Y the Owner's Representative. This time period of required maintenance may be extended through the full warranty period, as specified in the contract e agreement, until Final Project Acceptance. 5. During construction, protect all existing trees, shrubs, and other specified vegetation, site features and improvements, e ts, s tructures installed elements and utilities specified herein and / or on submitted plans. Removal or destruction of items described above is prohibited unless specifically authorized by the Owner. 6. The plant list as shown on the plans is for the Contractor's information only and no guarantee is expressed or implied that quantities shown therein are correct or that the list is complete. The Contractor shall verify that all plant material shown on the drawings are included in the Contractor's bid. 7. Substitutions of plant materials will not be permitted unless authorized in writing by the Owner's Representative. Proof is to be submitted in writing variety from 5 different regional .sources that a plant specified is not obtainable. Consideration will be given to the nearest available size or similar ety wit h a corresponding adjustment of the contract price. 8. The Contractor shall review and verify the proposed and existing site elements, including but not limited to, storm drainage, water, sewer, phone, cable and electrical utilities, paving, site grading, buildings, walks, hardscape, and vegetation to preclude any misunderstanding and ensure a trouble free installation. 9. Stated dimensions shall govern over scaled dimensions on the plans. 10. Plants shall be subject to inspection for conformity to specification requirements and approval by the Owner's Representative at their place of growth, or upon delivery to the site, as determined by the Owner's Representative. Such approval shall not preclude the right of inspection and rejection) during any phase of the work. Rejected plant materials shall be immediately removed from the project site and replaced with approved plant materials within seven (7) days or as approved by the Owner's Representative. 11. All plants may be selected and tagged by the Owner's Representative at their place of growth. For distance material, photographs may be slubmitted for pre- inspection review and approval by the Owner's Representative. Pictures shall be clear and contain the full image of the plant material to be reviewed and have a clear indication of size in foot increments for trees and palms and inches for shrubs and groundcovers. The photograph willl become the representative sample for that plant type (species and size). 12. Submit certificates of inspection, as required by governmental authorities, and manufacturers or vendors certified analysis for soil amendments, herbicides, insecticides and fertilizer materials and any additional data that indicates that the materials comply with specified requirements. 13. The Contractor shall conduct a minimum of three (3) soil tests at locations as shown on the plans or determined by the Owner's Representative. The Contractor shall test each location for soil composition (type, strata, pH, soluble salts, and organic content) and sub - surface drainage conditions (percolation rate), as a minimum. Soil testing shall be conducted by an approved soil- testing laboratory. The Contractor shall provide the Owner's Representative with the results of the soil analyses prior to any installations throughout the project. If soil conditions are insufficient for proper plant growth, the Contractor is required to supply recommendations for improving the condition of the soil of each area, to the Owner's Representative for approval. The Contractor shall, at the discretion of the Owner's Representative, proceed with the recommendations for improving the soil conditions. 14. Trees designated as Ball and Burlap (S &B) shall tre properly dug with firm natural balls of soil retaining as many fibrous roots as possible is sizes and shapes as specified in the most recent edition of the American Standard for Nursery Stock. Balls shall be firmly wrapped with nonsynthetic, rottable burlap and secured with heavy nonsynthetic, rottable twine. Root collar shall be apparent at the surface of the rootball. No trees with loose, broken, or manufactured rootballs will be planted, except with written approval of the Owner's Representative, prior to planting. 15. Sabol Palms shall have all frond removed prior to planting, leaving a minimum of twelve (12) inches of new frond growth above the bud. Boots shall be removed from the trunk of sabal palms unless otherwise specified by the Owner's Representative. Remove only a minimum number of fronds on other - -pdlm ` sFecids -`to facilitate the handling of the palm material. Do not damage the buds of any palms and take necessary care to protect the bud during digging, handling, transportation and installation. 16. During transportation of plant material, the Contractor shall exercise care to prevent injury and drying out of the trees. Should the roots be dried out, large branches broken; rootball damage, or areas of torn bark, the Owner's Representative may reject the injured plant material and require replacement of the rejected material at no additional cost to the Owner. 17. Plant material that is stored improperly shall receive a special review of acceptance or rejection, established on a case by case basis. ' 18. The Contractor shall protect existing pavement, buildings, walks, curbing, walls, hardscape elements, utilities and planting materials (trees, shrubs, ground covers, etc.) which are not designated for removal on the plans from damage. 19. The Contractor shall request the proper utility company to stake the exact location of all underground lines including but not limited to electric, gas, cable and /or telephone service prior to layout and excavating of any planting area. The Contractor shall contact Sunshine State One -Call of Flolrida, Inc. (SSOCOF) at 1- 800 - 432 -4770. Per SSOCOF, the calls shall be made a minimum of two days and a maximum of five days before beginning construction operations. 20. Not all utilities are members of the Sunshine State One -Call system and direct contact shall be taken as necessary. 21. The Contractor shall be responsible for the preservation and protection of all site conditions to remain from damage due to this work. In the event damage does occur, all damage shall be completely repaired to its original condition. All the costs of such work shall be charged to and paid by the Contractor. 22. The Contractor shall thoroughly examine the project site, including sub - surface soil conditions, existing and proposed elevations and general iconditions under which the work is to be preformed. The Contractor shall notify in writing of any conflicts or unsatisfactory conditions discovered, prior to beginning work. If the Contractor begins work before the unsatisfactory condition have been resolved, this will indicate that the Contractor has accepted the existing conditions and is responsible to complete the work at no additional cost to the Owner. 23. The Contractor shall be responsible for all unauthorized cutting or damage to existing trees not marked for removal on the plans. Such damage may be caused by operation of equipment,- stockpiling of materials, careless labor, etc. This shall include compaction by driving or parking inside the drip -line of trees or the spillage of oil, gasoline, or other deleterious materials within the drip -line of trees. 24. The Contractor shall have a clear understanding and identify each existing tree, shrub and / or palm that is designated to remain or to be removed. 25. The Contractor shall maintain tree barricades at all times during the construction activities on the project for all existing trees, palms and other plant material within and adjacent to the limits of construction that are specified to remain. The Contractor shall refer to the tree protection detail (and notes provided within the Landscape Plans. 26. The Contractor shall provide on International Society of Arboriculture (I.S.A.) Certified Arborist with a minimum of five (5) years experience With similar projects, to direct appropriate pruning (roots, branches) and /or other treatment necessary to ensure the health, viability and attractiveness of trees and palms to remain. The Contractor shall be responsible for implementation of the Certified Arborist's instructions. 27. Uncover specified work when directed by the Owner's Representative without compensation. Should the material, workmanship, or method of installation not meet the standards specified herein, the Contractor shall replace the work at his own expense. 28. Rejected work shall be removed and corrected within seventy -two (72) hours upon notification of rejection by the Owner's Representative. 29. Plants shall be true to species, variety and size as specified on the plans and nursery grown in accordance with good horticultural practices under climatic conditions similar to those in the locality of the project. 30. All plant material shall comply with all required inspections, grading standards and plant regulations, as set forth by the Florida Department of Agriculture and Consumer Services Division of Plant Industry, Grades and Standards for Nursery Plants, latest edition. All plant material shall also conform to ANSI. Standards for Nursery Stock (ANSI Z60.1- 1990). 31. Plant materials not specifically covered in "Florida's Grade and Standards for Nursery Plants" shall conform to a minimum grade of Florida No. 1 as to: health and vitality, condition of foliage, root system, freedom from pests or mechanical damage; heavily branched and densely foliated according to the accepted normal shape; freedom from low and /or "V" shaped crotches. 32. The minimum grade for all plant material shall be Florida No. 1 or better. 33. Trees with a damaged or crooked leader, bark abrasions, sunscold, disfiguring knots, insect damage, or cuts of limbs over 3/4 inch in diameter that are not completely closed will be rejected. 34. Palms shall have straight trunks (within 3 degrees of vertical) unless other wise stated on the plans. Palms shall be free from burn marks and / or other damage to the trunk. 35. Balled and burlapped (B &B) plants (field grown trees and palms) shall be dug with firm, natural balls o f soil of sufficient size to encompass the fibrous and feeding roots of the plants. No plants moved with a ball shall be planted if the ball is cracked or broken. B &B root balls shall exhibit small white fibrous roots coming through the burlap. Field grown trees and palms shall be nursery grown material. Root pruning and hardening off of plant material shall be done a minimum of six (6) weeks or for a period as determined by the Owner's Representative, prior to planting at the project. The supplier of the tree material shall supply certification of the date of root pruning and harvest date of the tree material, prior to the installation of the tree's at the project site. 36. Protect roots or balls of plants at all times from sun and drying winds, excess water and freezing, as necessary until planting. 37. Prepared planting soil shall be fertile, friable natural topsoil of loam character, without admixture of subsoil material, obtained from a well - drained P P g P stones, plants, roots sticks and other foreign materials. The acidity range shall be between arable site, reasonably free from clay, lumps, coarse sands, sto p g y 9 pH 5.5 and 6.5. Prepared planting soil mixture shall consist of three (3) parts native topsoil meeting the above requirements and one (1) part peat. The peat shall be brown to black in color, sterile, weed and seed free, granulated raw peat, containing not more than 9% mineral content on a dry basis. 38. Planting shall be coordinated with the underground automatic irrigation system(s) installation. The irrigation system is to supply 100 percent coverage of water to all required landscape plant material and turf at time of landscape installation. 39. The Contractor shall supply supplemental water; over the amount of water supplied by the irrigation system, for establishment to all newly installed trees and palms for ninety (90) days, commencing immediately after installation. Supplemental water can be supplied by water truck or direct water source on site (hose bib, reclaimed water, pump /well source), and shall be applied in such a manner to avoid disturbance to mulch and soil, and to avoid damage to plant materials. 40. It is the Contractor's responsibility to adjust watering amounts and frequency to ensure proper establishment of all plant material. 41. Fertilizer shall be complete, uniform in composition, dry and free flowing. Fertilizer shall be delivered to the site in the original unopened containers, each bearing the manufacturer's statement of analysis. Store in a manner to prevent wetting and deterioration. 42. Mulch is to be 100% organic shredded Melaleuca, Pine bark or Eucalyptus mulch (or type approved by the Owner) shall be utilized and installed to a wetted depth of three (3) inches. Mulch shall be free of extraneous sticks and other tree residue. 43. A pre- emergent herbicide (Rout, Ronstar or approved equal) shall be applied to all planting areas as specified by manufacturer's recommendations. 44. Sod shall be as specified on the plans, in areas designated on the plans, and for disturbed areas within the construction limits, grass sod type shall be well matted with grass roots. The sod shall be taken up in rectangles, preferably 12" x 24 ", shall be a minimum of 2" in thickness, and shall be live, fresh, and uninjured at the time of planting. Sod shall be a minimum of 95% free from all noxious weeds, other grasses, and extraneous materials. The sod shall have a soil mat of sufficient thickness adhering to the roots to withstand all necessary handling. 45. The sod shall be planted as soon as possible after being dug, and kept moist and shaded until it is planted. Dumping from vehicles will not be permitted and damaged sod will be rejected. Replanting shall be performed within 24 hours after time of harvesting or sod shall be stacked in an approved manner and properly moistened until planted. Sod which has been cut for more than 72 hours shall not be used unless specifically authorized by the Owner's Representative, after inspection of the sod. 46. The work area may have existing utilities, such as, but not limited to, irrigation, phone, cable, electrical, water, sanitary sewer, and storm sewer. The locations of some of these existing utilities may have been indicated on the Plans. However, no guarantee is implied that the Plans are accurate or complete in reference to existing utility information. It shall be the responsibility of the Contractor to verify the location of all such utilities structures etc. , by hand excavation or other appropriate measu r es befo r e perfor min g any wo rk t h at could d r esu I t in damage or injury to persons, utilities structures or property. The Contractor s h II make a t h orough search of the site for utilities, structures, etc., before work is commenced in any particular location. 47. The Contractor shall take immediate steps to repair, replace, or restore all services to any utilities or other facilities which are disrupted due the Contractor's operations. The Contractor shall also engage an additional outside repairs on a continuous basis until services are P Y P restored. Contractor shall provide and operate any supplemental temporary services to maintain uninterrupted use of the facilities. All responsibility for damage due to negligence on the part of the Contractor shall be borne by the Contractor and the Contractor shall also be fully responsible for any and all claims resulting from the damage. 48. The Contractor shall notify the Owner's Representative, in writing, of soil conditions that the Contractor considers detrimental to the growth of plant material. These conditions are to be described, as well as suggestions for correcting them. Proper soil percolation must be assured at a minimum rate of 112" percolation per hour to a depth of a typical tree planting pit. 49. Planting areas are to be finished graded to conform to grades on engineering drawings or as noted on the landscape drawings, after full settlement and installation has occurred. The Contractor shall correct or repair the grades as necessary to conform to the finished grades specified. All planting areas shall be free from concrete debris, lumps, depressions, rocks, sticks or other debris and shall be raked and gradec smooth to conform to the finish grades after the installation of landscape materials. The planting areas sha ll provide p ositive surface drainage age without puddling of water. This requirement is applicable to sodded areas also. Sodded areas shall present a smooth and finished appearance, meeting finished grades as specified after installation. 50. All materials and equipment shall be installed in a neat and workmanlike manner. The Owner's Representative reserves the right to direct the removal and replacement of any items, which, in his opinion, do not present an orderly and workmanlike appearance. Plant locations may also be adjusted by the Owner's Representative due to unforeseen on -site conditions. 51. Clean -up work and planting areas of rubbish or objectionable matter. Mortar, concrete and toxic material shall be removed from the surface of all plant beds. These materials shall not be mixed with the soil. Should the Contractor find conditions beneath the soil, which will in any way adversely affect the plant growth, he shall immediately call it to the attention of the Owner's Representative. Failure to do so before planting shall make the corrective measures the responsibility of the Contractor. 52. If underground construction, utilities or obstructions are encountered during the excavation of planting areas or pits, alternative locations for the plant material shall be selected by the Owner's Representative. Such changes in location shall be made by the Contractor without additional compensation. 53. All required trees and palms shall be placed a minimum of four (4) feet from impervious surfaces; shrubs shall be placed a minimum of 18 inches as measured from the edge of the plant. 54. All shrub beds shall be considered as a single mulched area. There shall be no sod incorporated within such planted areas. All shrub and groundcovers shall be mulched curb -to -curb or edge of planting bed, unless otherwise indicated. Top of mulch shall be level with the top of curb or surrounding grade. 55. Sides of pits and trenches shall be vertical. When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions, and /or obstructions, the Owner's Representative shall be notified before planting. Sites with poor drainage may require the use of sloped sides, for pits or trenches. 56. In planting areas where soils have been compacted to a density, which is detrimental to plant growth, loosen soils to allow root penetration beyond the planting pit. 57. Width of planting pit shall be 3 times the diameter of the rootball in highly compacted or poorly draining soils, with the sides of the pit sloped. 58. Shrubs fertilizer shall be Osmocote Time Released Fertilizer and composed of a fertilizer ratio of 3:1:1 or 3:1:2, (nitrogen: phosphorus: potassium) and contain all primary and secondary trace elements, or approved equal. 59. Sod fertilizer shall be composed of sixteen percent (16 %) nitrate nitrogen, four percent (4 %) phosphorus, eight percent (8 %) potassium and contain all primary and secondary trace elements for sodded areas, or approved equal. 60. Palms: Fertilizer shall be composed of twelve percent (12 %) nitrogen, four percent (4 %) phosphorus, twelve percent (12 %) potassium and contain all primary and secondary trace elements for Florida palm trees. 61. Fertilizer shall be applied at the rates recommended by the manufacture and soil testing laboratory. Fertilizer shall be applied as a top dressing only and shall not be mixed in with the backfill material at time of installation. The Contractor shall apply fertilizers at the time of installation. Fertilizer shall be applied per ANSI 300, Part 2 - 1998 and Best Management Practices, Tree and Shrub Fertilization, ISA. 62. Trees, shrubs and ground cover shall be set straight and at such a level, that after settlement, the plant ball will stand flush, to 1" - 1/2" above grade. Each plant shall be set in the center of the planting pit (see planting details). Planting goal shall be thoroughly "watered -in" to remove all air pockets around the root ball. Do not rely on the irrigation system to achieve this task. All burlap, rope wires, etc. shall be loosened from the top and sides of the ball, but no burlap shall be pulled from underneath. No more than two (2) inches of soil shall remain over the first major root closest to the soil surface. Remove non- biodegradable nursery wrappings and unwrap burlap from the top 1/3 of the rootball. 63. Plant materials such as trees, shrubs and groundcovers shall be planted prior to the planting of the grassed / sodded areas. The grassed / sodded areas shall be protected during and repaired if damaged during the planting installation activities. 64. All new furnished trees and polirns shall be set plumb at the time they are installed to within a tolerance of three (3) degrees from vertical. Trees and palms found not to be vertically aligned will not be accepted. 65. A basin shall be built around all plants or trees that stand -alone and are not located in larger mulched beds. A water - holding soil -dam shall be built on the outside edge of the planting pit to form a basin of sufficient volume to hold water, as per the Planting Details. 66. Each tree shall be pruned to preserve the natural character of the plant as shown on the Plans. All softwood (sucker growth) and all broken or badly damaged branches shall be removed with a clean cut. Pruning procedures shall conform to ANSI A300 Part 1 - 2001 and Pruning and Best Management Practices, Tree Pruning, by the International Society of Arboriculture. All pruning shall be previously approved by the Owner's Representative. 67. Within one week after the planting, mulch material, as specified, shall be uniformly applied to a minimum wetted thickness of three (3) inches or as indicated on the Plans, over the entire area of the backfilled hole or bed. The mulch shall be maintained continuously in place until the time of final inspection. 68. All trees not within planting beds shall be mulched within a three (3) foot diameter of the tree. 69. Do not place mulch immediately against trunks of trees and palms. 70. Soft spots and inequalities in grade shall be corrected before starting sod work. Soil shall be watered before sod planting. Tamp or roll all newly installed sod. Sod shall be thoroughly watered in. 71. The setting of the sod pieces shall be staggered so as to avoid a continuous seam. The offsets of individual strips shall not exceed 6 ". In order to prevent erosion caused by vertical edges at the outer limits, the outer pieces of sod shall be tamped so as to produce a feathered edge effect. On steep slopes, the Contractor shall, if so directed, prevent the sod from sliding by means of wooden pegs driven through the sod blocks into firm earth, at directed intervals. Sod shall be placed in rows perpendicular to the slope. 72. The project site shall be kept in a relative neat and clean appearance throughout the course of the landscape installation. Perform cleaning during installation of the work and upon completion of the work. Remove from the site all excess materials, soil, debris, and equipment. Repair damage resulting from planting and other landscape installation operations. 73. Provide one (1) year warranty covering the life and satisfactory condition of all planted materials. All sod shall be warranted for 90 days after Find Acceptance. The one (1) year warranty does not begin until the entire landscape installation has been accepted by the Owner's Representative at the time of Final Acceptance for Landscape work. After the one (1) year warranty period, the Owner's Representative shall conduct the Project's Final Inspection. 74. All plant material and turf not found in a healthy growing condition, questionable survivability or dead at the end or at any time during the warranty period shall be removed from the site and replaced within ten (10) calendar days after written notice. 75. All plant material replacements shall be of the same kind and size as specified in the Plant List. They shall be furnished, planted, mulched and watered -in as specified at no additional cost to the Owner. These replacement materials shall be bound to the same warranty conditions as the original materials. 76. Damage to plant material from obvious vandalism, theft, Owner's neglect, or acts of providence (i.e., prolonged flooding, gale force winds, etc.), or incidents beyond the Contractor's control will not be covered under this warranty. 77. The Contractor shall notify the Owner's Representative in writing, a minimum of ten (10) days in advance, when all work is substantially complete to schedule a substantial completion. Based on this inspection, the Owner's Representative will develop a punch list of items to be addressed by the Contractor. Upon completion of Punch List items, the Contractor shall coordinate with the Owner's Representative to schedule a Final Acceptance Inspection. At the time of Final Acceptance, the warranty period shall begin. 78. Upon Final Acceptance of the plant material, the Contractor shall submit two (2) written maintenance instructions recommending procedures for the maintenance of plant materials and sod, for a one year period. EXISTING TREE PROTECTION GENERAL NOTES EXISTING TREES AND PALMS WITHIN AND ADJACENT TO THE LIMITS OF CONSTRUCTION AND SPECIFIED TO REMAIN ARE TO BE PROTECTED THROUGHOUT THE CONSTRUCTION PROCESS WITH TREE BARRICADES PER THE CITY OF CLEARWATER REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE AN INTERNATIONAL SOCIETY OF ARBORIST (ISA) CERTIFIED ARBORIST WITH A MINIMUM OF 5 YEARS EXPERIENCE WITH SIMILAR PROJECTS, TO DIRECT APPROPRIATE PRUNING (ROOTS, BRANCHES) AND /OR OTHER TREATMENT NECESSARY TO ENSURE THE HEALTH, VIABILITY AND ATTRACTIVENESS OF TREES TO REMAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THE CERTIFIED ARBORIST'S INSTRUCTIONS. PRUNING SHALL CONFORM TO ANSI A -300 PRUNING STANDARDS. ALL TREE ROOTS EXISTING WITHIN IMPROVEMENT AREAS AND ORIGINATING FROM A PROTECTED TREE, SHALL BE SEVERED CLEAN AT THE LIMITS OF THE PRESERVED AREA WHERE INDICATED ON THE PLANS. ROOT PRUNING SHALL BE ACCOMPLISHED BY MECHANICAL TRENCHER WITH SHARP BLADES AND UNDER THE DIRECT SUPERVISION OF THE CERTIFIED ARBORIST. ROOT PRUNING SHALL MEET THE STANDARDS AND REQUIREMENTS OF THE CITY OF CLEARWATER AND ISA. 0-o WATER WELL: V0 Q 3" THICK a HIGH AT SHRUB, MULCH LAYER NO WATER WELL BUILDING/ CONTRACTOR SHALL AT LAWN AREA. STRUCTURE `F PROVIDE SOIL PROFILE 5' OR TO INSURE POSITIVE DRAINAGE AWAY FROM O' CLEAR IN SHOW STRUCTURE. SPECIFIED AREA CURB, ASPHALT OR PER 2114, :', 6 ^I SIDEWALK - MAINTAIN TERMITE "`.: STRUCTURAL SOIL SUPPORT INSPECTION, FLA. %,,.,. ,:: ;. OF ELEMENT . . i UNIFIED BUILDING:. \' ' \ \ ';. \:.: ,;: €......€ it::::: ::E S : CODE ;. .;:.. S :.` : . - .: \:..'4'':::''i: ' . CONTRACTOR SHALL rrz;.Ui.i'il \�i \ \ \�' �\ ` REMOVE ALL LOOSE "--= €: N\&... \� \ \�\ \\ ' CONSTRUCTION a I :.. :- COMPACTED ``^ SUBGRADE TO ZR 1� . \ \; " : -i i i -- MATERIALS, DEBRIS, � .. <:; °:.i, '•':,: CLAYS AND COMPACTED ° • REMAIN FOR ;e ,;:.:...;; ;;.._..; SOIL TO 3- M .. ____ ___. ...... _..., ... 0 DEEP _: ,: •, :1. . STRUCTURAL - ..:..:...:...:';- ..::.;, , _... - _.. �: ,-, ..:_ :::...... t ......... ...... ....... i AND BACK FILL WITH : ::... ................€ €.....:::I....." ,. . SUPPORT d_ :.�:';,:.:._ ; ?:r;rs. zt.t;:.:.:;';;:::'r PLANTING SOIL MIX. BUILDING ;..:.:.: • CONTRACTOR SYSTEM. RESPONSIBLE FOR LOCATION AND COMPACTED COORDINATION OF ALL SUBGRADE UNDERGROUND UTILITIES. TYPICAL PERIMETER LANDSCAPE DETAIL ROOTBALL 2 X ROOTBALL SHRUB PLANTING SHRUBS AND + + SET ROOTBALL CROWN 1 1/2" HIGHER GROUNDCOVERS + O+ THAN THE SURROUNDING FINISHED ADJACENT TO GRADE. SLOPE BACKFILL AWAY FROM k + CURVED ROOTBALL FOR POSITIVE DRAINAGE. EDGES SHALL I PLANTINGS OFF SETS FROM BUILDINGS BE PLANTED + + SHALL BE BASED ON THE FLORIDA IN ROWS 5' IN. BUILDING CODE REQUIREMENTS FOR + PARALLEL TO TERMITE PROTECTION. THE CURVED + APPROXIMATELY 120 DEGREES L tZ EDGE. + BUILDING WALL + n _ r 5' MIN. - i 0- MULCIH t � SHRUBS AND GROUNDCOVERS ADJACENT CURB BEDLINE TO STRAIGHT EDGES SHALL BE / TRIANGULAR - SPACED IN ROWS PARALLEL TO THE STRAIGHT EDGE. PLANT MATERIAL LAYOUT DETAIL PLANTING-+; AT TURF AREAS. KEEP TURF CLEAR FORA 18" RADIUS CIRCLE AROUND THE TREE. MULCH WITH A 3" THICK LAYER OF SHREDDED K. RECESS TURF AREA 1" TO ALLOW FOR MULCH. FINISHED GRADE AT LAWN. .. . F. , > I . . W1111108 _ : . F i....... .. . J J 'I -.: �I M I 0 0 `i e SET ROOTBALL CROWN 1 1/2" HIGHER SET ROOTBALL CROWN 1 1/2" HIGHER THAN THE SURROUNDING FINISHED THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM GRADE. SLOPE BACKFILL AWAY FROM k ROOTBALL FOR POSITIVE DRAINAGE. ROOTBALL FOR POSITIVE DRAINAGE. --,r- PLANTING AT - PLANTING AT 7 SHRUB AREAS. SHRUB AREAS. KEEP TURF CLEAR FOR A 18" KEEP MULCH 6" RADIUS CIRCLE' AROUND THE K) FROM BASE OF TREE. APPROXIMATELY 120 DEGREES L tZ LAYER OF SHREDDED BARK. MULCH WATER WELL A REA TO 3" DEPTH. bi W Ili Ir ll� �__ AREA TO 3" DEPTH. DEPTH 5" HIGH WATER + TO ALLOW FOR MULCH. WELL AT SHRUB a -} a AREAS. ....... __. AREAS. LD 0 AT LAWN. IIIIIVAIIAIJI� ::\ \ >''.:, Veil... 11 FINISHED GRADE O Ln K) to i1 i; 5;'`!.i.'z- I-'. r�.'.rl AT SHRUBS. ROOTBALL ; i , o AVOID PLACING STAKES < a . .j :,.::::E' i': : : ::} i `.:`.:.., I %.....I 1 ..... , BACKFILL MIX, SEE 2X ROOTBALL SEE PLANT PIT ' NOTES AND SPECIFICATIONS. NATIVE SOIL DETAIL. 11::....e ::.....:::.....•:•: FIRMLY COMPACTED. f \-\ LL .. . iai_ ::; ; .I TOPSOIL 4 1 PART 1. \� SIUCA SAND ' ` \: \e.' . Q. \��' :: \�, : 2E rte• i 12" z 12' 4 :2 BACKFILL MIX, SEE 2X ROOTBA. NOTES AND SPECIFICATIONS. NATIVE SOIL FIRMLY COMPACTED. PLANT PIT DETAIL SINGLE TRUNK TREE STAKING STAKING DETAIL PLANT PIT DETAIL 5 MULTI -TRUNK TREE STAKING NOTE: CONTRACTOR TO PROVIDE A BERM IN EACH PARKING ISLAND NOT TO EXCEED 6" HEIGHT FOR ISLANDS LESS THAN 10' WIDTH. A BERM OF 12" IN HIEGHT FOR ISLANDS MORE THAN 10'. 3" THICK _ MULCH LAYER I_ rnnAI CONTRACTOR SHALL PROVIDE SOIL PROFILE TO INSURE POSITIVE DRAINAGE COMPACTED /STRUCTURAL I COMPACTE," SUBGRADE TO REMAIN FOR SUBGRADE STRUCTURAL SUPPORT OF CURB /PAVEMENT SYSTEM - TYPICAL. 6 TYPICAL LANDSCAPE ISLAND DETAIL ASPHALT CONTRACTOR SHALL REMOVE ALL LOOSE CONSTRUCTION MATERIALS, DEBRIS, CLAYS AND COMPACTED SOIL TO 3 -0" DEEP AND BACK FILL WITH PLANTING SOIL MIX. CONTRACTOR RESPONSIBLE FOR LOCATION AND COORDINATION OF ALL UNDERGROUND UTILITIES. ,, SET ROOTBALL CROWN 1" HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. MULCH TO 3" DEPTH AT WATER WELL. r- FINISHED GRADE. BACKFILL MIX SEE N OTES AND SPECIFICATIONS. NATIVE SOIL FIRMLY COMPACTED. NOTES: 1. CENTER TO CENTER SPACING (D.C.) VARIES FOR DIFFERENT PLANT SPECIES. SPACE EACH VARIETY OF PLANT EQUALLY IN PLANTING AREAS PER SPACING SHOWN ON PLANS. 2. TREES ADJACENT TO BUILDING /STRUCTURE SHOULD BE PLANTED AT A MINIMUM OF 5' AWAY FROM THE BUILDING /STRUCTURE WALL 3. PALMS SHOULD NOT BE PLANTED CLOSER THAN 5' FROM THE BUILDING /STRUCTURE WALL. 4. VENEER SUPPORTED BY A SHELF ANGLE OR LINTEL SECURED TO THE FOUNDATION SIDEWALL, PROVIDED AT LEAST 6 -INCH CLEAR INSPECTION SPACE OF THE FOUNDATION SIDEWALL EXTERIOR EXIST BETWEEN THE VENEER AND THE TOP OF ANY SOIL, SOD, MULCH OR OTHER ORGANIC LANDSCAPING COMPONENT OR ANY OTHER WORK IMMEDIATELY ADJACENT TO OR ADJOINING THE STRUCTURE, PER SECTION 2114, TERMITE INSPECTION, FLORIDA UNIFIED BUILDING CODE, LATEST EDITION. TREE AS SPECIFIED. DOUBLE STAKE WITH 1/2" WHITE ARBOR TIE TIE PER MANUFACTURER'S RECOMMENDATIONS 2" DIAMETER LODGEPOLE PINE TREATED TREE STAKES. SET PERPENDICULAR TO PREVAILING WIND. REMOVE NURSERY STAKE BY THE END OF MAINTENANCE. 1X3 CROSSTIE, AVOID RUBBING INJURY TO TRUNK. ROOT 11 -=er -_Iii= =1;_ - BACKFILL PLANTING AS PER PLANT PIT DETAIL. AVOID DAMAGE TO THE ROOT BALL WITH THE SUPPORT STAKES. 6 " -24" SET ROOTBALL CROWN 1 1/2" HIGHER SUPPORT GUYING AFTER THAN THE SURROUNDING FINISHED ONE COMPLETE GROWING GRADE. SLOPE BACKFILL AWAY FROM k SEASON. ROOTBALL FOR POSITIVE DRAINAGE. _Z PLANTING AT PLANTING AT TURF AREAS. SHRUB AREAS. KEEP TURF CLEAR FOR A 18" KEEP MULCH 6" RADIUS CIRCLE' AROUND THE FROM BASE OF TREE. TREE. MULCH WITH A 3" THICK APPROXIMATELY 120 DEGREES L tZ LAYER OF SHREDDED BARK. I USE 4"X4' WOOD BRACES ON AREA TO 3" DEPTH. DEPTH RECESS TURF AREA 1" 6" HIGH WATER TO ALLOW FOR MULCH. WELL AT SHRUB U AREAS. FINISHED GRADE ° ..... ..... '.,-..- °' °. AT LAWN. IIIIIVAIIAIJI� ::\ \ >''.:, - " FINISHED GRADE 111 \ _k _? AT SHRUBS. -- .. i1 i; J I-'. M ROOTBALL ; i , o AVOID PLACING STAKES < a Ix , .:f %i. j:�:-'.-.'�il�-.':-.':!�iii::.:-:�l::-,-,�;:.= THRU ROOTBALL. BACKFILL MIX, SEE 2X ROOTBALL SEE PLANT PIT ' NOTES AND SPECIFICATIONS. NATIVE SOIL DETAIL. APPROVED PLANTING SOIL BACK FILL - y �T` FIRMLY COMPACTED. PLANT PIT DETAIL 5 MULTI -TRUNK TREE STAKING NOTE: CONTRACTOR TO PROVIDE A BERM IN EACH PARKING ISLAND NOT TO EXCEED 6" HEIGHT FOR ISLANDS LESS THAN 10' WIDTH. A BERM OF 12" IN HIEGHT FOR ISLANDS MORE THAN 10'. 3" THICK _ MULCH LAYER I_ rnnAI CONTRACTOR SHALL PROVIDE SOIL PROFILE TO INSURE POSITIVE DRAINAGE COMPACTED /STRUCTURAL I COMPACTE," SUBGRADE TO REMAIN FOR SUBGRADE STRUCTURAL SUPPORT OF CURB /PAVEMENT SYSTEM - TYPICAL. 6 TYPICAL LANDSCAPE ISLAND DETAIL ASPHALT CONTRACTOR SHALL REMOVE ALL LOOSE CONSTRUCTION MATERIALS, DEBRIS, CLAYS AND COMPACTED SOIL TO 3 -0" DEEP AND BACK FILL WITH PLANTING SOIL MIX. CONTRACTOR RESPONSIBLE FOR LOCATION AND COORDINATION OF ALL UNDERGROUND UTILITIES. ,, SET ROOTBALL CROWN 1" HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. MULCH TO 3" DEPTH AT WATER WELL. r- FINISHED GRADE. BACKFILL MIX SEE N OTES AND SPECIFICATIONS. NATIVE SOIL FIRMLY COMPACTED. NOTES: 1. CENTER TO CENTER SPACING (D.C.) VARIES FOR DIFFERENT PLANT SPECIES. SPACE EACH VARIETY OF PLANT EQUALLY IN PLANTING AREAS PER SPACING SHOWN ON PLANS. 2. TREES ADJACENT TO BUILDING /STRUCTURE SHOULD BE PLANTED AT A MINIMUM OF 5' AWAY FROM THE BUILDING /STRUCTURE WALL 3. PALMS SHOULD NOT BE PLANTED CLOSER THAN 5' FROM THE BUILDING /STRUCTURE WALL. 4. VENEER SUPPORTED BY A SHELF ANGLE OR LINTEL SECURED TO THE FOUNDATION SIDEWALL, PROVIDED AT LEAST 6 -INCH CLEAR INSPECTION SPACE OF THE FOUNDATION SIDEWALL EXTERIOR EXIST BETWEEN THE VENEER AND THE TOP OF ANY SOIL, SOD, MULCH OR OTHER ORGANIC LANDSCAPING COMPONENT OR ANY OTHER WORK IMMEDIATELY ADJACENT TO OR ADJOINING THE STRUCTURE, PER SECTION 2114, TERMITE INSPECTION, FLORIDA UNIFIED BUILDING CODE, LATEST EDITION. TREE AS SPECIFIED. DOUBLE STAKE WITH 1/2" WHITE ARBOR TIE TIE PER MANUFACTURER'S RECOMMENDATIONS 2" DIAMETER LODGEPOLE PINE TREATED TREE STAKES. SET PERPENDICULAR TO PREVAILING WIND. REMOVE NURSERY STAKE BY THE END OF MAINTENANCE. 1X3 CROSSTIE, AVOID RUBBING INJURY TO TRUNK. ROOT 11 -=er -_Iii= =1;_ - BACKFILL PLANTING AS PER PLANT PIT DETAIL. AVOID DAMAGE TO THE ROOT BALL WITH THE SUPPORT STAKES. 6 " -24" STAKING DETAIL *REMOVE STAKING AND �v DOUBLE STAKE WITH H I-` SUPPORT GUYING AFTER 1/2" WHITE ARBOR TIE ONE COMPLETE GROWING + + TIE PER MANUFACTURER'S J SEASON. _J RECOMMENDATIONS 3 LAYERS OF BURLAP L a) 1, 3 WITH 2'X4" WOOD CLEATS (4) LD Qf U •o aaaa<�a �' co M 2" LODGEPOLE PINE TREATED J F �_ TREE STAKES. SET STAKES a a 90'APART, LENGTH AS REQUIRED. APPROXIMATELY 120 DEGREES L tZ APART. USE 4"X4' WOOD BRACES ON W r -I 0 R PHOENIX SPECIES PALMS. FINISHED GRADE. tZ tZ U 0 U) ROOTBALL I I f:: °l_i :: I. ::: I .:::.: CLEAR + .: I :. ... :: TRUNK PER en o ID K) FLA. GRADE 3' MULCH LAYER AVOID PLACING STAKES < a k STANDARDS THRU ROOTBALL. 2"X4"X30' STAKES DO i It M STAKING DETAIL *REMOVE STAKING AND �v W SUPPORT GUYING AFTER M ONE COMPLETE GROWING -a SEASON. E O U 3 LAYERS OF BURLAP L a) 1, 3 WITH 2'X4" WOOD CLEATS (4) 0 Q) U 4_- O Qf U •o aaaa<�a �' AND 2^X4' WOOD BRACES (4), J N O 90'APART, LENGTH AS REQUIRED. co L_ USE 4"X4' WOOD BRACES ON -I c 2 PHOENIX SPECIES PALMS. U 0)0) W CLEAR �� TRUNK PER FLA. GRADE 3' MULCH LAYER E E M (a k STANDARDS M 2"X4"X30' STAKES U U co APPROVED PLANTING SOIL BACK FILL - y �T` to O f \-\ 2 PARTS EXISTING \� \J (V) TOPSOIL 4 1 PART 1. \� SIUCA SAND ' ` \: \e.' . Q. \��' :: \�, lk ::.... EXISTING SOIL 12" 12' NATIVE SOIL FIRMLY COMPACTED TREE STAKING O_LALM CONSTRUCTION PLANS ARE NOT VALID UNLESS SIGNED & EMBOSSED WITH LANDSCAPE ARCHITECT'S SEAL PATRICK D. ROBERSON FLORIDA REGISTERED LANDSCAPE ARCHITECT NO. LA0001461 CD c0 N o- O 0 0 O 0 N Q U J I - J C a) C 0) o C 0 :ice � C o > O U Z 06 C ai C U) Mo C.9 N ID of Q :2 X O LL. o :3 .S U .0 .- CO � (D 1= E W �] N 00 C , - Lo 1= �1! 4t N *4 a � � 6, 0) M Ln 0 Q N /� 0 U) B Of 1- ��0 ma�y// r;*� C N Lo 0 9 9 V J cr> 0- 0 O 0 M O LO W O M O Z -a CU E O U J 0) C ia L a) 1, 3 Z3 M O -1-' 0 Q) U 4_- O Qf U •o aaaa<�a �' J N O co L_ -I c 2 U 0)0) W O �� .O \ L E E M (a M CL U U co to O o U_ (V) 0) 0 a 0 Q. m v CL M O LO n O 0) O O O O Z Tn C I-3 0 >, 0 E O U J 0) C ia L a) 1, 3 Z3 M O -1-' 0 Q) U 4_- O Qf U •o aaaa<�a �' O 0 .N ^` W C a m (u O Z 4- o CU = W � LL 0 CU N U U e 0 - LANDSCAPE NOTES & DETAILS I Project No. 13 -001 Date 01/31/13 Sheet "Ill LA2 -A Copyright - Drawings and concepts may not be used, constructed or reproduced without written permission from Roberson Resource Group, LLC. IRRIGATION SCHEDULE SYMBOL MANUFACTURER /MODEL /DESCRIPTION QTY Design Pressure: Rain Bird XCZ- 100 -PRB -R 10 SIZE Medium Plus Flow for Commercial Applications. psi Pipe Loss Critical Head: Purple Cap designates for Reclaimed Water, PSI PSI @ POC Non- Potable Use. 1 " PESBR Valve and 1 " HEAD ELEV Pressure Regulating 40psi Basket Filter. 5- 20gpm. PRECIP Q Rain Bird MDCFPCAP 11 XCZ Dripline Flush Valve purple cap in compression -PRB -R Loss for Main Line: fitting coupler. For non - potable water use. Area for Rain Bird ARV075 11 42.91 3/4" Air Relief Valve, made of quality rust -proof 18.30 0.00 materials, with a 6.0" drip valve box (SEB 7XB 0.00 ft emitter box). Use with installation below soil. The in /h 2 valve will allow air to escape the pipeline, thus Bird XCZ- preventing water hammer or blockage. -PRB -R m 1" Area Area to Receive Dripline (Dripline 273.9 43.12 51.42 Rain Bird XFD- P -09 -12 (14) 11,530 s.f. ft 0.00 ft 1.33 XFD On- Surface Pressure Compensating 3 Rain Landscape Dripline. 0.9GPH emitters at 12.0" O.C. XCZ- 100 Dripline laterals spaced at 14.0" apart, with 1" emitters offset for triangular pattern. UV for (Dripline Resistant. Purple Tubing for Non - Potable Water. 44.30 SYMBOL MANUFACTURER /MODEL /DESCRIPTION QTY © Rain Bird ESP8LXME with (01) ESPLXMSM4 1 12 Station Commercial Controller. Mounted on a Plastic Wall Mount. rs Rain Bird WR2 -RS 1 Wireless Rain Sensor. Water Meter 1" 1 Existing Reclaimed Irrigation Meter, Verify Available PSI Irrigation Lateral Line: PVC Class 200 SDR 21 396.2 I.f. PVC Class 200 irrigation pipe. Irrigation Mainline: PVC Schedule 40 531.3 I.f. - - - - - - - - Pipe Sleeve: PVC Schedule 40 1 1 1.4 I.f. Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to easily slide through sleeving material. Extend sleeves 18 inches beyond edges of paving or construction. Valve Callolit # -- Valve Number #" # Valve now Valve Size VALVE SCHEDULE W z w Q Q w C/) O n f NUMBER MODEL �N C: (1) Design Pressure: 20.00 psi SIZE TYPE psi Pipe Loss Critical Head: WIRE PSI PSI @ POC GPM HEAD ELEV VALVE ELEV PRECIP 1 Rain Bird XCZ -100 -PRB -R Loss for Main Line: 1" Area for (Dripline 306.9 42.91 51.57 18.30 0.00 ft 0.00 ft 1.33 in /h 2 Rain Bird XCZ- 100 -PRB -R m 1" Area for (Dripline 273.9 43.12 51.42 18.71 0.00 ft 0.00 ft 1.33 in /h 3 Rain Bird XCZ- 100 -PRB -R 1" Area for (Dripline 242.8 44.30 52.49 19.45 0.00 ft 0.00 ft 1.33 in /h 4 Rain Bird XCZ- 100 -PRB -R 1" Area for (Dripline 190.3 40.79 46.22 17.10 0.00 ft 0.00 ft 1.33 in /h 5 Rain Bird XCZ- 100 -PRB -R 1" Area for (Dripline 107.3 45.63 50.82 19.94 0.00 ft 0.00 ft 1.33 in /h 6 Rain Bird XCZ- 100 -PRB -R 1" Area for (Dripline 96.8 32.11 33.25 11.63 0.00 ft 0.00 ft 1.33 in /h 7 Rain Bird XCZ- 100 -PRB -R 1" Area for (Dripline 169.4 30.49 31.74 10.84 0.00 ft 0.00 ft 1.33 in /h 8 Rain Bird XCZ- 100 -PRB -R 1" Area for (Dripline 217.2 34.56 36.85 13.32 0.00 ft 0.00 ft 1.33 in /h 9 Rain Bird XCZ- 100 -PRB -R 1" Area for (Dripline 289.0 36.42 40.00 14.43 0.00 ft 0.00 ft 1.33 in /h 10 Rain Bird XCZ- 100 -PRB -R 1" Area for (Dripline 312.3 40.36 44.73 15.37 0.00 ft 0.00 ft 1.33 in /h Common Wire 531.3 Critical Station: 3 �N C: (1) Design Pressure: 20.00 psi Loss Elev. high head to valve: 0.00 psi Pipe Loss Critical Head: 0.16 psi Loss Fitting Factor: 0.02 psi Loss through Valve: 24.12 psi Pressure Req. at Critical Station: 44.31 psi Loss for Fittings: 0.55 psi Loss for Main Line: 5.54 psi Loss for POC to Valve Elevation: 0.00 psi Loss for Backflow: 0.00 psi Loss for Water Meter: 2.09 psi Critical Station Pressure at POC: 52.49 psi Pressure Available: 60.00 psi Residual Pressure Available: 7.51 psi • ALL IRRIGATION EQUIPMENT TO BE INSTALLED IN LANDSCAPE /SODDED AREAS AND WITHIN PROPERTY LINES. • ANY PIPING, VALVES, OR OTHER EQUIPMENT SHOWN OUTSIDE OF THE LANDSCAPE /SODDED AREAS OR PROPERTY LINES IS FOR CLARITY PURPOSES OF THE IRRIGATION PLAN ONLY. • SLEEVES UNDER SIDEWALKS AND PAVEMENT ARE TO BE PLACED AS NECESSARY WITH ENDS IN LANDSCAPE /SODDED AREAS. 0 20 40 60 feet 7U7-r7--r= SCALE: 1" = 20' CONSTRUCTION PLANS ARE NOT VALID UNLESS SIGNED & EMBOSSED WITH LANDSCAPE ARCHITECT'S SEAL PATRICK D. ROBERSON FLORIDA REGISTERED LANDSCAPE ARCHITECT NO. LA0001461 N d O O O 00 N Q J C C 75 U) o N 0 06 a) c L .__ a) M o m `o co W o U .s l i` E `./ LO W LN 00 � � y N a� oV) CU �N N WS O 0 1D n co co il V"'o O Q) L0 ° 0 0 U) c E E 0 o T U JL a) � L Z3 a) M U o w o <4<1 <1 O �N C: (1) M O � U � LL 0 C CO J 0o � U 0 .O E E v m CD CD i° co ID ID CL 0- 0 a O Q) L0 ° 0 0 U) c E E 0 o T U JL a) � L Z3 a) M U o w o <4<1 <1 O �N C: (1) a m CU O co _O (1) � LL 0 c1) U U m .o a_ IRRIGATION I PLAN I Project No. 13 -001 Date 01/31/13 Sheet I R 1 Copyright - Drawings and concepts may not be used, constructed or reproduced without written permission from Roberson Resource Group, LLC. (�1 II E HYBRID CONTROLLER: U 2" PVC SCH 40 CONDUIT AND FITTINGS JUNCTION BOX 1" PVC SCH 40 CONDUIT AND FITTINGS TO POWER SUPPLY WIRES TO REMOTE CONTROL VALVES NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2, DO NOT SCALE DRAWINGS. 3. INSTALLATION TO BE IN ACCORDANCE WITH STATE AND LOCAL AGENCY CODE REQUIREMENTS. HYBRID CONTROLLE W LL MOUNT AEAR LENGTH OF WIRE, COILED zn PROOF CONNECTION (1 OF 2) 30X WITH COVER: 12" SIZE GRADE /TOP OF MULCH CONTROL VALVE: RAIN BIRD PEB H 80 NIPPLE (CLOSE) H 40 ELL H 80 NIPPLE (LENGTH AS REQUIRED) ;1 OF 4) I NIPPLE (2" LENGTH, HIDDEN) A 40 ELL PVC MAINLINE PIPE PVC SCH 40 TEE OR ELL PVC SCH 40 MALE ADAPTER PVC LATERAL PIPE N�:7_3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. REMOTE CONTROL VALVE RAINBIRD PEB VALVE PLANT MATERIAL FINISH GRADE /TOP OF MULCH POP -UP SPRAY SPRINKLER; RAIN BIRD 1800 SERIES W/ MPR NOZZLE SWING PIPE, 12" LENGHT: RAIN BIRD MODEL SP -100 1/2" MALE NPT X .49" BARB ELBOW: RAIN BIRD MODEL SBE -050 PVC SCH 40 TEE OR ELL PVC LATERAL PIPE 1/2" MALE NPT X .49" BARB ELBOW: RAIN BIRD MODEL SBE -050 NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. POP -UP HEIGHT ADJUSTED FOR CLEARANCE OF PLANT MATERIAL, 12" MIN. HEIGHT r__� POP -UP SPRAY SPRINKLER RAINBIRD 1800 SERIES POP -UP SPRAY ADJUSTABLE FULL CIRCLE ILER; RAIN BIRD 130OA -F ;H RING H GRADE PIPE, 12" LENGTH: BIRD MODEL SP -100 MALE NPT X .49" ELBOW: RAIN BIRD MODEL SBE -050 SCH 40 TEE OR ELL .., LATERAL PIPE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 130OA -F BUBBLER RAINBIRD ADJUSTABLE FLOOD BUBBLER I AR I REMOTE CONTROL VALVE - WITH DISC FILTER AND PRV LF DRIPLINE START CONNECTION MALE ADAPTER IAR SUPPLY HEADER DRIPLINE TUBING ISLAND PERIMETER LF DRIPLINE TEE DRIPLINE ELL AIR /V'ACUUM RELIEF VALVE (PLUMBED TO DRIPLINE AT EACH I AR HIGH IPOINT) LINE FLUSHING VALVE PER MANUFACTURE IN VALVE BOX WITHIN LF GREEN SPACE TYPICAL DRIPLINE ISLAND LAYOUT DRIPLINE TYPICAL DETAIL - NTS LINE FLUSHING VALVE PER MANUFACTURE LF IN VALVE BOX WITHIN GREEN SPACE DRIPLINE START CONNECTION MALE ADAPTER PVC OR POLY EXHAUST HEADER PVC OR POLY SUPPLY HEADER I DRIPLINE START CONNECTION SEE DETAIL 4 OF 4 ED-VALVE REMOTE CONTROL WITH DISC FILTER AND PRV AREA PERIMETER BLANK DRIPLINE TUBING (CENTERED ON MOUND OR BERM) I AR DRIPLINE TUBING LATERAL AIR /VACUUM RELIEF VALVE PERIMETER LATERALS 2' T❑ 4' FROM EDGE 4 LF E DRIPLINE CENTER FEED LAYOUT DRIPLINE TYPICAL DETAIL - NTS O1 PVC DRIP MANIFOLD PIPE 20 PVC SCH 40 TEE OR EL O3 Y2" POLYETHYLENE TUBING: RAIN BIRD XF SERIES BLANK TUBING 44 BARB CROSS INSERT FITTING: RAIN BIRD XFD -CROSS O5 BARB TEE INSERT FITTING: RAIN BIRD XFD -TEE O6 PROJECTED CANOPY LINE OF TREE O SUB - SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE POTABLE: XFS DRIPLINE NON- POTABLE: XFSP DRIPLINE PLACE AS SHOWN (LENGTH AS REQUIRED) O8 ROOT BALL O9 TIE DOWN STAKE: RAIN BIRD TDS -050 WITH BEND (QUANTITY AS REQUIRED, SEE NOTES 2 -3 BELOW) NOTES: 1. DISTANCE BETWEEN LATERAL RINGS AIND EMITTER SPACING TO BE BASED ON SOIL TYPE, AND TREE CANOPY. SEE RAIN BIRD XF -SDI DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. 2. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. 3. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE -DOWN STAKES OIN EACH LEG OF THE CHANGE OF DIRECTION. SUB - SURFACE DRIPLINE AROUND TREE N.T.S. 3/4' DISC FILTER RAINBIRD PEB PVC MAINLINE REMOTE CONTROL 3/4' SIGH 80 3/4' PRV 3/4' SCH 80 i VALVE UNION I UNION l� 2' MINIMUM CLEAR 0 O 0 �0 0 0 0 t o io 0 c0o- dopp 0000 0 0t- 0 0t- 0 0t- O0 V- n O �O �� nr O� � 0� ni %` n ( � . n`f . BRICK SUPPORT 1 CU. FT. PEA M x F I.P,S COUPLING 12' x 18' PVC OR POLY U- EA. CORNER) GRAVEL SUMP VALVE BOX LATERAL LINE REMOTE CONTROL VALVE W/ PRV & FILTER DRIPLINE TYPICAL DETAIL - NTS FOR OPEN TRENCH INSTALLATION OF SLEEVES. SLEEVES ARE TO BE PRE - LOADED WITH THE LATERAL PIPE TO BE CARRIED, SIZED PER IRRIGATION PLANS. THE PRE - LOADED LATERAL PIPE WITHIN THE SLEEVE SHALL BE CAPPED TO PREVENT DEBRIS AND SOIL FROM ENTERING LATERAL PIPE DURING INSTALLATION OF SLEEVE. MAINLINE PIPE SLEEVES TO ALSO INCLUDE SEPERATE SLEEVE FOR CONTROL WIRES. WIRE SLEEVE TO BE 1". SCHEDULE 40 MIN. 4" MIN. CLEARANCE PAVING NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. ALL PVC IRRIGATION SLEEVES TO BE SCH. 40 PIPE. 4. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 5. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE TO 24" MINIMUM ABOVE FINISH GRADE. 6. MECHANICALLY TAMP TO 95% PROCTOR. 7. SLEEVE TO BE 2 SIZES LARGER THAN MAIN LINE /LATERAL PIPE BEING CARRIED. 8. SLEEVES TO BE LOADED WITH LATERAL PIPE SIZED PER PLAN SLEEVING LOADED W /LATERAL PIPE SLEEVES UNDER HARDSCAPES 10" DIAMETER ROUND VALVE SET BOX 2" ABOVE GRADE AT SHRUBS. - BOX, SEE SPECIFICATIONS. SET BOX FLUSH TO GRADE AT LAWN. FINISH GRADE. Ell 1 =1 111 m FOUR COMMON `1 BRICK SUPPORTS. (TYPICAL) 10" DIA. PVC PIPE EXTENSION, LENGTH AS REQUIRED. ISOLATION VALVE AS L- PVC MAIN LINE. SPECIFIED. SLIP /THREAD COUPLING. 6" SCHEDULE 80 THREADED NIPPLE. BRASS ISOLATION VALVE NTS TRADE 2' MAX 14' TYPICAL SPACING DRIPLINE LATERAL SPACING SUB GRADE DRIPLINE SUBGRADE INSTALLATION DRIPLINE TYPICAL DETAIL - NTS VALVE BOX LID, HEAD BRAND "J BOX" ON LID WITH 2" HIGH LETTERS. 1OX15 STANDARD BOX. LOOP, BUNDLE, AND LABEL SPARE WIRES x THAT ARE TO CONTINUE, AS OCCURS. 1/2" WIRE CLOTH GOPHER PROTECTION SCREEN, WRAP C UP SIDES. TWO 6X2X16 CONCRETE - BLOCK CPAS, ONE ON EACH SIDE OF BOX. IRRIGATION GENERAL NOTES 1. NO PLANTING SHALL OCCUR UNTIL THE UNDERGROUND AUTOMATIC IRRIGATION SYSTEM IS INSTALLED AND FULLY FUNCTIONAL. THE IRRIGATION SYSTEM IS TO SUPPLY 100% COVERAGE TO ALL REQUIRED LANDSCAPE PLANT MATERIAL AND ST. AUGUSTINE TURF. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADJUST WATERING AMOUNTS AND FREQUENCY TO ENSURE PROPER ESTABLISHMENT OF ALL PLANT MATERIAL. 3. THE CONTRACTOR SHALL BE FAMILIAR WITH BOTH PROPOSED AND EXISTING SITE CONDITIONS SUCH AS, UTILITIES, PLANT MATERIALS AND ARCHITECTURAL ELEMENTS IN ORDER TO AVOID CONFLICTS DURING INSTALLATION. 4. THE CONTRACTOR SHALL AVOID DAMAGE TO EXISTING TREES AND SHRUBS ON SITE THAT MAY OR MAY NOT BE INDICATED ON THE PLANS. 5. THE CONTRACTOR SHALL INSTALL THE IRRIGATION SYSTEM IN CONFORMANCE TO ALL APPLICABLE STATE, LOCAL AND REGIONAL REGULATIONS AND CODES. 6. TURF /SODDED AREAS SHALL BE ON SEPARATE IRRIGATION ZONES, THAN OTHER LANDSCAPE PLANT MATERIAL. 7. DRIP LINE, BUBBLERS, SPRAY HEADS AND ROTORS SHALL NOT BE COMBINED ON THE SAME CONTROL VALVE CIRCUIT. SPRAY AND ROTOR COMPONENTS SHALL HAVE MATCHING APPLICATION RATES WITHIN EACH IRRIGATION ZONE. 8. THE IRRIGATION SYSTEM SHALL BE DESIGNED AND ADJUSTED TO AVOID OVERSPRAY AND RUNOFF ONTO SIGNS, BUILDINGS, WALLS, WALKWAYS, ROADWAY PAVEMENT OR OTHER IMPERVIOUS SURFACES. 9. THE IRRIIGATION SYSTEM CONTROLLER SHALL HAVE PROGRAM FLEXIBILITY SUCH AS REPEAT CYCLES AND MULTIPLE PROGRAM CAPABILITIES AND HAVE A BATTERY BACK -UP SYSTEM TO RETAIN IRRIGATION PROGRAMS. THE IRRIGATION CONTROL SYSTEM SHALL BE EQUIPPED WITH AN OPERABLE SOIL MOISTURE SENSOR SHUTOFF DEVICE EXPOSED PER THE MANUFACTURERS SPECIFICATIONS. 10. THE IRRIGATION SYSTEM SHOULD BE DESIGNED TO "STANDARDS AND SPECIFICATIONS FOR TURF AND LANDSCAPE IRRIGATION SYSTEMS ", LATEST EDITION, (FORTH EDITION MINIMUM) AND ANY AMENDMENTS, BY THE FLORIDA IRRIGATION SOCIETY. 11. DRIP TUBING SYSTEM COMPONENTS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. 12. SPRAY HEAD AND ROTOR LAYOUT SHALL PROVIDE FOR PROPER HEAD TO HEAD COVERAGE. SPRINKLED SPACING SHALL NOT TO EXCEED 55% OF THE SPRINKLERS DIAMETER OF COVERAGE. 13. LANDSCAPE OR SODDED AREAS 4' WIDE OR LESS ARE TO BE IRRIGATED WITH DRIP LINE (MICRO IRRIGATION) ONLY, THESE AREAS ARE INDICATED ON THE PLANS. 14. THE IRRIGATION CONTRACTOR SHALL ASCERTAIN THE IRRIGATION SYSTEM REQUIREMENTS FOR GPM AND PSI DEMAND AND DETERMINE IF THE METER AND BACKFLOW ASSEMBLY IS CAPABLE OF MEETING THE DEMAND WITHIN THE ALLOWABLE WATERING TIMES METER AND BACKFLOW ASSEMBLY TO BE PER LOCAL JURISDICTIONAL REQUIREMENTS AND APPLICABLE STATE OF FLORIDA BUILDING CODES. 15. THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH THE SITE /BUILDING CONTRACTOR TO VERIFY ANY REQUIRED ELECTRICALLY POWER FOR THE IRRIGATION SYSTEM IS AVAILABLE. 16. WIRE CONNECTIONS FOR ELECTRIC CONTROL VALVES ARE TO BE MADE WITH NORTHSTAR WATERPROOF SPLICE KITS (3M DBT) OR APPROVED EQUAL. 17. MAINLINE PIPE IS TO BE INSTALLED A MINIMUM OF 18" BELOW FINISH GRADE. LATERAL LINE PIPE IS TO BE INSTALLED A MINIMUM OF 12" BELOW FINISH GRADE. 18. THE IRRIGATION CONTROLLER SHALL HAVE PROPER LIGHTNING PROTECTION INSTALLED PER MANUFACTURE AND APPLICABLE CODES. 19. CONTROL VALVE WIRES SHALL RUN UNDER THE MAINLINE PIPE. 20. THE MAINLINE PIPE AND SLEEVES ARE TO BE SCHEDULE 40 PVC. LATERAL LINE PIPE IS TO BE CLASS 200 PVC. IRRIGATION PIPE SHALL BE PROPERLY SIZED TO A MAXIMUM OF 5 FEET PER SECOND OF WATER VELOCITY FLOW THROUGH THE IRRIGATION SYSTEM. 21. NO IRRIGATION COMPONENTS, MAINLINE PIPING, LATERAL PIPING OR TRENCHING SHALL OCCUR WITHIN THE PROTECTED ZONE OF EXISTING TREES ON SITE AS INDICATED ON THE PLANS. SET BOX 2" ABOVE J BOX GRADE AT SHRUBS. SET BOX FLUSH TO GRADE AT LAWN. SPARE WIRES THAT ARE TO TERMINATE AT THIS BOX: COIL 30" LENGTH AND I.D. TAG. WIRES TO CONTROLLER J.U.>•�WY•ZK.1�L'i.� POURED IN -PLACE CONCRETE 120 LBS. MINIMUM, TYPICAL -II II IIIII�I 45 DEG. ELBOW. TEE 9( PLAN VIEW r-'" "SHED GRADE I- 1I -III 1 I III 111=I I I III I I I CAPPED LINE. END OF LINE. SECTION VIEW THRUST BLOCKING NTS WIRE BUNDLE JUNCTION BOX NTS CONSTRUCTION PLANS ARE NOT VALID UNLESS SIGNED & EMBOSSED WITH LANDSCAPE ARCHITECT'S SEAL PATRICK D. ROBERSON FLORIDA REGISTERED LANDSCAPE ARCHITECT NO. LA0001461 N O `- O O 00 N Q U J a> J c Of a) O U a) ai C Lo M 0 cc Q 2 � o � o >; :3 r l (D H E \/ LO w LN 00 LO Q, M..� Q :M N IT O V (1-0 ) LO � of� Q% vJ T N O Cl) i J aa� �co0- J co 0_ M O 0 r7 L0 W O M ♦-a O4-' _0 U E 03 J >s c - CU M O Cl) r Of U aaaa�a [if �� J O � `V LO 0 4- U 0) W O : .O EE Ca a, U U L CD o 0 L_ W CY7 L 0 CL n` v a r7 L0 M rn Q O O ♦-a O4-' c Q) E � 0 E 03 J >s c - L a) 3 L D M O U v- O Of U aaaa�a [if O �N a m (a ♦-a O4-' L 0 IL 0 CD ) U U 0 d IRRIGATION NOTES & DETAILS I Project No. 13 -001 Date 01/31/13 Sheet IR2 Copyright - Drawings and concepts may not be used, constructed or reproduced without written permission from Roberson Resource Group, LLC. W Q 7 a > ¢ a w F- w W W z O U Y O K IL W x U J Ti w W z a .__.. j a z w w Q w U ¢ ~ m W m Y a i o a m _ a z - l W O co -m J nm W J 1 z w w U aos a w QU i m o— w W W z aao [� W Y O co -m a N m , w .M 0) L cu o � m mU) 0�n I z v m o { m C: Um 0� I�z 0 m o{ m m Na I�z 0 rn p W J � a > ¢ w ¢ w � a W W W z Y aof W 2 U F= a D a Z a z ¢ w F- Q W W U) W Z Y aX W x U p a � a Z w a w F_a � a W W W Z Y a o S U �a a 0 U (a 0 m 0 m D -m 0� 0D I�z 0 m a) o � -m CN n II z v m o � -m 0 �N v c> I�z 0 m ............ . . ................. .. . . .......... .yv J � O O U •� Z LL T i i. F o— z (j) O co -m N m � 0) L cu vY� ^ �0) co Z cn W W c ^ E � m U U ISSUED DRAWING LOG: QDATE: ITEM: ISTVAN L. PETERANECZ #AR94533 FLORIDA PROJECT TITLE: _ J � O O U •� Z LL T i o— z (j) O co -m N m � 0) L cu ^ �0) co Z cn W W c ^ E � m U U ISSUED DRAWING LOG: QDATE: ITEM: 0 PROJECT NO: DEN 12.02 DRAWING TITLE: Plans Level 1 ISSUE DATE: 2013.05.20 SHEET: A- 001 -006 _. , •Wy_....® f �:._. STREET LEVEL FACADE STUDY EXTERIOR FINISHES AND OPENING PERCENTAGES STUDY SOUTH ELEVATION: IW._:a• ,.., EAST ELEVATION: WEST ELEVATION: SOUTH ELEVATION: STREET FACADE: 3,071 SQ FT STREET FACADE: 1371 SQ FT STREET FACADE: 1,371 SQ FT TRANSPARENT OPENINGS: 2,504 SQ FT TRANSPARENT OPENINGS: 840 SQ FT TRANSPARENT OPENINGS: 898 SQ FT TOTAL: 81% TOTAL: 61% TOTAL: 65% _. , •Wy_....® f �:._. .. EXTERIOR FINISHES AND OPENING PERCENTAGES STUDY .. IW._:a• ,.., NORTH ELEVATION: 19,130 SQ FT SOUTH ELEVATION: 18,962 SQ FT EAST ELEVATION: 8,946 SQ FT .>. WEST ELEVATION: 8,976 SQ FT GLAZING 963 SQ FT GLAZING 3,294 SQ FT GLAZING 768 SQ FT GLAZING 2,513 SQ FT OPENINGS 1,352 SQ FT OPENINGS 3,034 SQ FT OPENINGS 632 SQ FT O OPENINGS 181 SQ FT ARCHITECTURAL DETAIL 6,749 SQ FT ARCHITECTURAL DETAIL 2,733 SQ FT ARCHITECTURAL DETAIL 3,214 SQ FT ARCHITECTURAL DETAIL 2,024 SQ FT BALCONIES 2,552 SQ FT BALCONIES 3,069 SQ FT BALCONIES 1,075 SQ FT BALCONIES 1,297 SQ FT TOTAL: 11,616/19,130 = 60% TOTAL: 12,130/18,962 = 63% TOTAL: 5,689/ 8,946 = 63% TOTAL: 6,015/ 8,976 = 67% OPENINGS ARE ARCHITECTURAL GARAGE SCREENING a, : _ m, m,n. -.. ...,. n :,. aE d ,.» uvu x... wa,a.c: aa. _. , •Wy_....® f �:._. .. _- .. IW._:a• ,.., ,y 1, .., .. +x'•. ,.. "�F_.a...h.•zk Ask'.. ,_.,,a .. >e� <. - ,.•..„ _ w,.�- .. >a ».,rm»� „�,,.-- �,,,.i „~t., {�, -. �, .>. _. : _� a.,�.. -. . -. O . .. a..... � . , - ,nom = „r-r, .-- ,.- .:... :_ ,r ..,r<w «m,_ „ -:.. .._. ^tea, 4' lil -. -.:. 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U ZL- (n e n O _. nip N m aD ot � • Z w� a, : _ m, m,n. -.. ...,. n :,. aE d ,.» uvu x... wa,a.c: aa. �+ .z+xc r x,a, .:,..,,..;r,.a +. +v. ; ,wac, :x- w:.avux aec I' r. kF x- : i ISSUED DRAWING LOG: - 1k DATE: ITEM: A ,x ?x^°a P+• x.: a>4-Mm,., ;ha °,. xx 0 Z\ A L PROJECT NO: r DEN 12.02 now Out M 'fill !R1 I .• f :4. «; s. , ' - .. 1 , a � ,Fu Q of lei a' sW, A �$ } €k • d >'1fLT..i 3! .. _ ,...::..xws+ -.> tL' V( _ ar`ua- o-.' ._ » •_ .:a•.is 3. : -. - .. .k�:. a v,3.. • t . s ,:ia Ax rA',- Y. ',`a94a'^_ ?'v'»r _ a -, _ R _. ,. - .(»�;_.at.c e,... ,-..�. .h,-.e _. ,06 L _° G{, ,ia" t� �1� .Yak :a .,^,..• �'A• 3,a,�'j , „ ,E,. is d ,t u`' µ '!'X' _ _ — .. ./ .. - fit'., .� -. - .. r. . +°.•±,,.. �. . r ,:. P Y - ,. .. � Fd'` Rows' • ,. ,. ..,... °... _.. +<.«._,d. +..'i. , - , -.... ,. , :_.:,.>•` .,,.:. , . :. . - `__..._ ,..... , -- lj�gjgil lip! l!11; - . .,. .`£ -. ,. .N P ^2 MINN liiiii: 11111 1 l EL- 11.00' ISTVAN L. PETERANECZ #AR94533 FLORIDA PROJECT TITLE: DRAWING TITLE: North & South h Elevations ISSUE DATE: 2013.05.20 SHEET: A -007 U J J N O 70 U O 0 •0 U ZL- (n e n O cz N m aD cz Z w� aE m U U ISSUED DRAWING LOG: 1k DATE: ITEM: A 0 Z\ A L PROJECT NO: DEN 12.02 DRAWING TITLE: North & South h Elevations ISSUE DATE: 2013.05.20 SHEET: A -007 Building Color 1 BM OC -108 Pale Moon Building Color 2 BM 2097 -50 Hint of Mauve 4 MATERIALS LEGEND SCALE, 1 = 16 Roof: Color 3 Red Tile Railings: Color 4 BM 1613 Silent Night u STREET LEVEL FACADE STUDY SOUTH ELEVATION: EAST ELEVATION: EXTERIOR FINISHES AND OPENING PERCENTAGES STUDY STREET FACADE: 3,071 SO FT STREET FACADE: 1371 SO FT STREET FACADE: 1,371 SO FT NORTH ELEVATION: 19,130 SO FT SOUTH ELEVATION: 18,962 SO FT EAST ELEVATION: 8,946 SO FT WEST ELEVATION: 8,976 SO FT GLAZING 963 SO FT GLAZING 3,294 SO FT GLAZING 768 SO FT GLAZING 2,513 SO FT OPENINGS 1,352 SO FT OPENINGS 3,034 SO FT OPENINGS 632 SO FT OPENINGS 181 SO FT ARCHITECTURAL DETAIL 6,749 SO FT ARCHITECTURAL DETAIL 2,733 SO FT ARCHITECTURAL DETAIL 3,214 SO FT ARCHITECTURAL DETAIL 2,024 SO FT BALCONIES 2,552 SO FT BALCONIES 3,069 SO FT BALCONIES 1,075 SO FT BALCONIES 1,297 SO FT TOTAL: 11,616/19,130 = 60% TOTAL: 12,130/ 18,962 = 63% TOTAL: 5,689/ 8,946 = 63% TOTAL: 6,015/ 8,976 = 67% OPENINGS ARE ARCHITECTURAL GARAGE SCREENING STREET LEVEL FACADE STUDY SOUTH ELEVATION: EAST ELEVATION: WEST ELEVATION: STREET FACADE: 3,071 SO FT STREET FACADE: 1371 SO FT STREET FACADE: 1,371 SO FT TRANSPARENT OPENINGS: 2,504 SO FT TRANSPARENT OPENINGS: 840 SO FT TRANSPARENT OPENINGS: 898 SO FT TOTAL: 81% TOTAL: 61% TOTAL: 65% ISTVAN L. PETERANECZ #AR94533 FLORIDA PROJECT TITLE: J 4— O -0 v Z3 O o -o t.L S-- u) CL (/) O (a) c N CO m (D cz U 0- - Z w_0 O c E U m U - ISSUED DRAWING LOG: # DATE: ITEM: A PROJECT NO: DEN12.02 ENLARGED TYPICAL BUILDING ELEVATION SCALE: 1" = 8' ISSUE DATE: 2013.05.20 SHEET: 11. '... v � � vim.•_,.' ,,�} ..:. _..� :- ^»- DRAWING TITLE: #d$ mil l ME wr East & Wesl I 0 Ilk, IN afte AbIr br Elevations ENLARGED TYPICAL BUILDING ELEVATION SCALE: 1" = 8' ISSUE DATE: 2013.05.20 SHEET: 11. Bill Hildebrand Penthouse Shores Condominium Assoc. Inc. 661 Poinsettia Avenue Clearwater, FL 33767 April 29, 2013 Dear Mr. DeNunzio, We are writing in response to your recent letter and emails regarding the DeNunzio Hotel project at 650 Bay Esplanade. Penthouse Shores Board of Directors met and discussed the original and revised plans for your project. We do note the design changes made based on our recommendations regarding relocation of the parking garage to the south side of the building, the construction of a wall on the north side and undergrounding of our utilities during construction. We also note your agreement to change the design of the balconies (to Juliet Balconiesj that extend into the setbacks on the north side and your agreement to take full responsibility for the maintenance of the wall between the two properties. In view of these changes and agreements, we have no other concerns. We do however; reserve the right to comment/object should there be future changes or modifications to the project. / Sincer ly �` ` J��� � ��t"�' ��,(/�v , ` lNi iam (Bill) Hil e rand President, Board of Directors {LEARWATER B EACH COMMER�CE -��.�'' WN'W.IEACH(HAM6E R.COM ClE/�RWATFR'S fOURISM GHAMBER r:sH:cu�rive oNF�cetts e��� ���ir� Sandpcarl Reson Chairninn ul rhe Honrd I.ouis Sta��rupoulus Puhlic $uprnnarkrt f'rcr Cdnirnuvi J.ison Cibcrtoni Plo�ida ll��c Rid��s 7i�ensei�erLlle�nbrrsliip (�hrtir Carol �Icars CcK�tru Rr�c�mant l Har Secrc�lurr Uarlene I�tile Ckar�valer Hcach Ch:iml�r Preti�/cr�l,'(�h.�0 k'aul Andreti�s Shcph�rd'sk�each kcson Posr Ciiabnma Cf�IAIRh]Eiv/DIREC"fORti Fran N:vtlett Lcb;tar Pot Bistro Resraiu'nnt IVec°k Cl�ni+' Philippe Aeau l;ni��raih� ol' Rordcnus Edurnlron nnd ,ilarAet Res�'urdi Chair Jen Carlisie FrcnChy'S Reslaurauls Tw�i isn� ,Narkering ('o�u�cN ('Aair Frank Dame Cle;inratrr \1.uinr :\yuarium Clmnther Lini.snn H�n c��tr� (iriftin Produclions Rede ve(opntendGo�2 ri�menl/13u.rines c £cononue Uereloproen�(7mir \tichele Johnson Sand�xarl He�ch Rrsort Chnik ii�fk C6air l�risha Rodriguez fht fropi�alLioa�Tous Spe�iaR:rerits C/�nb- DIRECTORS Uarlene Cagle Fluwrr \larket Florisl }:risti Chentliam Cltar�vattr Gas Sv;tcm l'heresn Crane Progress !'.nerEy r\ickolat F.konomides Nfckolas Ekenomidcs, P..A. :11an Fb6crt Frenchv's Kestaura�u; �.���; c�,�. Shanton Sand Rcv Re�on .lean }lagan Sunsets , t Pier (i0 Uaih• Pe:ticais Ilovt ►Iamiilon Polm P. vilion Inn t:milc Harris Surf Style Re�ail :AI:umgcuum tirian Kramer I lyatt Regency R�ach Recort fi Spa Joanna Pat[e�son I lihou Cltanrattr Beach Gaillard StClair J?.f(' Rtsc��7 PmExrties lana Vrettos tipuo�w f3ank Eddie �!'rirM Crabbv's Cinr.A l�ttll Beaeh�t:lk P�°omoting Toirj°�srri a��rd tlte Bt�r,si��ess C��rf�ani�f�iilv Clearwater Beach Chamber 333 C. S. Gulfview Blvd. Clean�ater Beach FL 33767 May 16, 2013 Thomas Coates Municipal Services Building, 2nd Floor 100 S. Myrtle Ave. Clearwater, FL 33756 Dear Mr. Chairman On behalf of our Board of Directors, we wish to extend full support for the Hampton Inn (Page Project). As we understand that Page Companies new proposed Hampton Inn 635 South Gulfview Blvd, will be re-submitted reducing the overall height of 150' to l 34', which will bring the unit total to 90 new rooms from the previously submitted 116. The total units on the site will be 171 units reduced trom the 207 that was originally proposed. Also, the parking structure will be reduced from 255 to 2�6 spaces. We believe that these changes will better conform to the aesthetics of South Gulfview Blvd. Sincereiy, . \ CL.G� �CG Eric Waltz Chaii7nan of the Board Clearwater Beach Chamber of Commerce cc: Mayor George Cretekos, Doreen Hock-DiPolito, Jay Polglaze, Bill Jonson, Paul F. Gibson P. O. Bo� 3573 �,< Clcar�vater }3cach. FI. 33767 :(727) 4�};'.760U (�ax (727) <}=�3.7812 :, U.S. �1���11 l�rc�e hSS.?99.3199 � m��" ).'���E iia'�i0Alg0A'�pS� �L?�J1? +��f���; �s�;; :�t ! � -•-- ---,_ S73 Bay Esplan:Zde Clearwater 8each, F� 33767 (727) 443•5272 June 1, 2013 Mr. Dustin DeNunzio The DeNunzio Group, LLC 305 Cambridge Street, Suite 3 Cambridge, MA 02141 Copy: Joe Burdette Re: FLS2013-02006 Dear Mr. DeNunzio The Five Palms Condominium Owners sincerely appreciate you working with us and includin� us in discussions regarding your proposed Hotel at 650 Bay Esplanade and we have No Objections to the project. Welcome to the neighborhood! Sincerely, Suzanne Keys Manager Five Palms Condominium #727-443-5272